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ITEM 3.1TPC The Planning Company PLANNING REPORT 3601 Thurston Avenue Anoka, MN 55303 763.231.5840 TPC@PlanningCo.com TO: Otsego Planning Commission FROM: D. Daniel Licht, AICP REPORT DATE: 31 October 2019 ACTION DATE: 29 December 2019 RE: Otsego — Parrish Meadows; PUD-CUP/Preliminary Plat TPC FILE: 101.02 BACKGROUND ITEM 3.1 Henry Hansen Enterprise has submitted plans for development of 58 single family lots and one commercial lot as a revised preliminary plat for Parrish Meadows. A preliminary plat and PUD - CUP for 59 single family villa homes, 8 single family lots, and 2 outlots for planned future commercial development was previously approved by the City Council on 13 May 2019. The subject site is located at the northwest quadrant of Parrish Avenue (CSAH 42) and 85th Street. In addition to the application for the proposed revision of the preliminary plat and PUD -CUP, the Zoning Map is also proposed to be amended to change the zoning of the residential portion of the preliminary plat from R-6 District to R-5 District. A public hearing to consider the applications is to be held by the Planning Commission at their meeting on 4 November 2019. Exhibits: Site Location Map Parrish Meadows development plans dated October 14, 2019 (45 sheets) ANALYSIS Zoning. The residential portion of the preliminary plat is zoned R-6, Medium Density Residential District. The Zoning Map is to be amended to rezone the residential portion of the preliminary plat to R-5, Residential Single and Two Family District. The change in the zoning map better reflects development of the proposed single family lots, which are a permitted use within the R-5 District. The proposed commercial lot shown on the preliminary plat and the exception parcel at the southwest corner of the preliminary plat that encompasses the existing farmstead are zoned B-3, General Business District. A PUD -CUP was approved with the initial preliminary plat that is to be amended in regards to the proposed preliminary plat related to modification of certain lot requirements. Consideration of the Zoning Map amendment and PUD -CUP amendment is to be based upon (but not limited to) the following criteria established by the Zoning Ordinance: 1. The proposed action's consistency with the specific policies and provisions of the Otsego Comprehensive Plan. Comment: The Comprehensive Plan guides the subject site for commercial uses within the east portion of the property adjacent to Parrish Avenue (CSAH 42) and low density residential development on the west portion of the subject site to transition to existing single family neighborhoods further to the west. The proposed single family lots and arrangement of the residential and commercial land uses within the revised preliminary plat is consistent with the 2012 Comprehensive Plan. 2. The proposed use's compatibility with present and future land uses of the area. Comment: The subject site is surrounded by the following existing and/or planned land uses shown in the table below. Direction Land Use Plan Zoning Map Existing Land Use North LD Residential A-1 District Rural single family dwelling Commercial R-7 District Future multiple family (Parkview Retail) B-3 District Future commercial (Parkview Retail) East Commercial PUD District Great River Centre of Otsego South MHD Residential R-6 District Row townhomes (Stonegate Estates) Urban single family lots (Stonegate Estates) West LD Residential R-3 District Rural single family lots (Country Ridge) Institutional INS District Possible City fire station The preliminary plat provides the desired arrangement of low density residential uses as a transition between the Parrish Avenue (CSAH 42) commercial corridor and existing neighborhoods to the west and will be compatible with the existing and planned land uses in the area. The proposed use's conformity with all performance standards contained within the Zoning Ordinance and other provisions of the City Code. Comment: The proposed preliminary plat will comply with all applicable development regulations including the Zoning Ordinance, Subdivision Ordinance and Engineering Manual, except as modified by the PUD -CUP. 4. Traffic generation of the proposed use in relation to capabilities of streets serving the property. 2 Comment: The subject site is accessed via Parrish Avenue (CSAH 42) and 85th Street. The Transportation Plan designates Parrish Avenue (CSAH 42) as a minor arterial roadway and 85th Street as a major collector street. These roadways have adequate capacity to accommodate the traffic that will be generated by the residential and commercial uses within the preliminary plat. 5. The proposed use can be accommodated by existing public services and facilities and will not overburden the City's service capacity. Comment: The subject site is located within the East Sewer District where the City anticipates provision of services in support of urban development as guided by the Future Land Use Plan. The proposed preliminary plat can be accommodated by existing City services. Single Family Lots. The revised preliminary plat proposes 58 single family lots west of Parkview Avenue, which are subject to the following requirements: ■ Lot Area. Single family lots within the R-5 District are required to be a minimum of 9,000 square feet in area. All of the proposed single family lots are at least 9,000 square feet in area in compliance with the Zoning Ordinance. ■ Lot Width. Single family lots within the R-5 District are required to have a minimum width of 60 feet for interior lots and 90 feet in width for corner lots. All of the proposed lots comply with the minimum width requirements of the R-5 District. Lot Depth. Lots within the R-5 District are required to be a minimum of 100 feet in depth. Lots abutting 85th Street, which is designated by the Transportation Plan as a major collector street, are required by Section 11-19-3.B of the Zoning Ordinance to have an additional 10 feet of depth to provide area for a required residential buffer yard. All of the proposed lots comply with the minimum depth requirements of the R-5 District. Lots 1-4, Block 4 (Phase 1) and Lots 1-7, Block 4 (Phase 2) are double frontage lots. Parkington Avenue on the front lot line from where access will be allowed is a local residential street. Parkview Avenue at the rear lot line is a local commercial street. Section 10-8-4.C.1.of the Subdivision Ordinance prohibits double frontage lots abutting local streets. This situation is unique in that Parkview Avenue is the transition between commercial and residential land uses within the plat and having residential uses front to Parkview Avenue is not desirable making the double frontage lots appropriate. Section 10-8-4.C.2 of the Zoning Ordinance requires that where double frontage lots are allowed the minimum depth is to be increased by 10 feet to allow for a residential buffer yard. The proposed double frontage lots all exceed the additional minimum depth requirement of 110 feet. ■ Transition Lots. Section 11-66-8 of the Zoning Ordinance requires that lots within Block 1 (Phase 1) and Block 1 (Phase 2) comply with the minimum area and width requirements of the R -4A District as these lots abut the Country Ridge subdivision to the west that is zoned R-3 District. The PUD -CUP approved with the initial preliminary plat allowed for lots in these blocks to be less than 18,000 square feet in area, for the corner lots at 87th Street NE to be 100 feet wide, and depth to be less than 150 feet based the set location of Park Avenue at 85th Street and along the east edge of the Otsego Fire Substation No. 1 Addition plat and the location of 87th Street that needs to be extended into the preliminary plat from Country Ridge. Lots 1-8, Block 1 (Phase 1) and Lots 1-2, Block 1 (Phase 2) do not meet the minimum 100 foot width requirement. Section 11-66-8.B of the Zoning Ordinance allows exception from the transition lot requirement when there is a publicly reserved and development restricted area at least 100 feet wide. Outlot C (Phase 1) is 38 feet wide and there is drainage and utility easement overlaying storm water basins along the rear line of the abutting lots within Country Ridge required for the exception. The width of the development restricted area is less than 100 feet but would be sufficient to meet the intent of the Zoning Ordinance with installation of a landscape buffer meeting the requirements of Section 11-19-3.B.3.a of the Zoning Ordinance within the PUD -CUP. ■ Setbacks. The R-5 District establishes minimum setbacks that apply to the single family lots as shown in the table below. The preliminary plat for the single family lots complies with the R-5 District setback requirements. Setbacks 85th St. ROW Private Drive Between Rear Wetland Buildings 65ft. 25ft. dwelling 25ft. dwelling 14ft. 20ft. 40ft. 30ft. garage 30ft. garage ■ Garage. Each single family dwelling is required to provide off-street parking for 2 vehicles. Section 11-18-2.C.4.a of the Zoning Ordinance requires that where an attached garage is used for off-street parking, each single family dwelling must provide a minimum garage area of 480 square feet to be verified with application for each building permit. Commercial Lots. The preliminary plat includes 1 commercial lot abutting Parrish Avenue (CSAR 42) on the north side of 87th Street, east of Parkview Avenue. The existing farmstead located on the south side of 87th Street, east of Parkview Avenue is shown as an exception to the preliminary plat that will continue as an allowed interim use as provided for by Section 11-77- 3.A of the Zoning Ordinance. The lot requirements of the B-3 District are shown in the table below and both the proposed commercial lot and exception parcel comply with these requirements: 11 Min. Lot Area Min. Lot Width ROW Building Parking 1.0ac. 200ft. 30ft. 15ft. Streets. The subject site abuts Parrish Avenue (CSAH 42) and 85th Street. There is also an existing segment of 87th Street to the west line of the subject site. Parrish Avenue (Parrish Avenue) is designated as minor arterial street by the Transportation Plan. The preliminary plat provides for dedication of 15 feet of right-of-way for Parrish Avenue (CSAH 42), which is subject to review and approval of Wright County. Direct access to Parrish Avenue (CSAH 42) is not allowed and the only street intersection will be at the existing signalized intersection at 87th Street. The developer will be required to construct the west leg of 87th Street to mirror the east leg of the roadway with through and right/left turn lanes. The submitted plans provide for a 5 foot wide sidewalk on both the north and south side of the roadway consistent with the east leg of the Parrish Avenue (CSAH 42) and 87th Street intersection and as required by Section 10-8-5.D.2.b of the Subdivision Ordinance. The Transportation Plan designates 85th Street as a major collector street. No additional right- of-way is required for 85th Street. No sidewalk or trail is to be required on the north side of 85th Street as there is an existing trail on the southside of the roadway. Section 10-8-5.B.4.c limits intersections to major collector streets to 500 foot intervals. The access locations to 85th Street are set at Parkview Avenue and Park Avenue within Stonegate Estates to the south of 85th Street. Parkview Avenue may be limited to a right-in/right-out intersection in the future. Parkview Avenue within the subject site is to be constructed as a commercial roadway. The proposed right-of-way is to be 80 feet wide with a 46 foot wide street as required by Section 10-8-5.D.2.b of the Subdivision Ordinance. Based on the change to single family lots with double frontage, the sidewalk on the west side of Parkview Avenue between 85th Street and 87th Street is not to be required. The right-of-way for Parkview Avenue needs to aligned at the north plat line in coordination with the Parkview Retail plat, subject to review and approval of the City Engineer. Park Avenue, Parkington Avenue, 86th Street, 87th Street between the west plat line and Park Avenue), and 871h Street between Park Avenue and Parkview Avenue are to be constructed as local streets having a 60 foot wide right-of-way, 28 foot wide street, and sidewalk on one side. The proposed street section is consistent with the provisions of Section 10-8-5.B.1 of the Subdivision Ordinance and Engineering Manual. The sidewalk on Park Avenue is to be shifted to the east side of the roadway. The sidewalk on 871h Street between Park Avenue and Parkview Avenue is to be shifted to the north side of the roadway. No sidewalk is required to be constructed on 87th Street between Park Avenue and the west plat line as Country Ridge does not have sidewalks to connect to. Section 10-8-5.B.4.b of the Subdivision Ordinance prohibits the off -set of intersections on local streets to less than 200 feet apart. The off -set of 871h Street to the west and east of Parkview 5 Avenue is off -set only 160 feet. The intersection off -set in this location is acceptable given the established property lines, established location for 87th Street to connect to Parrish Avenue (CSAH 42), and anticipated low traffic volume that would be expected to utilize this roadway based on the multiple street connections between the preliminary plat and surrounding parcels. The off -set street intersection is to be allowed under the approval of an amended PUD -CUP. Street Lighting. Section 8-8-4 and Section 8-4-5 of the City Code outline street light requirements for the proposed preliminary plat. High mounted cobra style lights are to be required at the 85th Street intersections with Park Avenue and Parkview Avenue and at Parkview Avenue and 87th Street. Low scale light fixtures are required at local street intersections within the residential portion of the preliminary plat and at the midpoint of blocks longer than 900 feet. For Parkview Avenue and 87th Street between Parrish Avenue (CSAH 42) and Parkview Avenue abutting the commercial lots, decorative low scale fixtures are required to be installed every 150 feet along the sides of each street. The developer is responsible for the cost of installation for all light fixtures and 2 years of operational costs at the time of final plat approval. Landscaping. Section 11-19-2 of the Zoning Ordinance requires preparation of a landscape plan for all areas not occupied by buildings, streets, or driveways within the preliminary plat. The developer has provided a landscape plan, which is required to address the following: ■ Section 11-19-2.B.1 of the Zoning Ordinance requires single family lots to be provided at least 2 trees per lot outside of the public right-of-way. The builder for each residential lot will be required to install 2 trees per lot at the time of construction. ■ A landscape buffer yard is required to be provided within the rear yard of Block 3 (Phase 2) abutting 8511 Street in accordance with Section 11-19-3.B of the Zoning Ordinance. ■ A landscape buffer yard meeting the design standards outlined in Section 11-19-3.B.3 of the Zoning Ordinance is required to be planted within the rear yard of Block 4 (Phase 1) and Block 4 (Phase 2) abutting Parkview Avenue to screen the commercial uses and traffic to the east. ■ The types of proposed trees and the sizes of trees to be planted in must be accordance with the requirements of Section 11-19-2.B.3 of the Zoning Ordinance. ■ An irrigation system must be provided for Lot 1, Block 5 as a commercial lot required by Section 5-2-3.C.1 of the City Code. The submitted landscape plan must be revised to increase the quantities and arraignment of planting for the buffer yards required abutting 851h Street and Parkview Avenue as required by 11-19-2.B.3.a of the Zoning Ordinance. Boulevard trees are to be required along the east side of Parkview Avenue and 87th Street east of Parkview Avenue at the time Lot 1, Block 5 (Phase 1) and the farmstead exception parcel are developed. Park and Trail Dedication. The Parks and Trails System Master Plan does not identify acquisition of park land from the subject site. School Knoll Park and Otsego Elementary are located to the south of 85th Street, which provides for a neighborhood park serving this area. Park dedication requirements of Section 10-8-15 of the Subdivision Ordinance are to be satisfied as a cash fee in lieu of land to be paid at the time of final plat approval. Grading Plan. The developer has submitted grading and drainage plans for the proposed preliminary plat. Section 10-8-12.D of the Subdivision Ordinance requires storm water basins to be platted within outlots deeded to the City for long-term maintenance. The preliminary plat provides outlots for the proposed stormwater basins Outlot A -C (Phase 1) and Outlot A (Phase 2) that are to be deeded to the City. There are additional rear yard infiltration areas within Block 2 (Phase 1), Block 4 (Phase 1), Block 2 (Phase 2), and Block 4 (Phase 2). These infiltration basins will be a hinderance to use of the rear yards of these lots and must be redirected to underground storm pipe overlaid by drainage and utility easements. All grading, drainage, erosion control issues, and any wetland impacts are subject to review and approval by the City Engineer. Utility Plan. The developer has submitted utility plans for extension of sanitary sewer and water utilities to serve the proposed lots. The utility plan must make provision for sewer and water stubs needed to serve the City owned parcel at the corner of 85th Street and Park Avenue to include connections adequate for a possible fire station or subdivision of the lot into three single family lots. All utility plans are subject to review and approval of the City Engineer. The developer will be required to pay the Sewer and Water Availability Charges in effect at the time of final plat approval for each phase. Sewer and Water Connection Charges are to be paid at the time a building permit is issued for each final platted lot. Easements. Drainage and utility easements are shown to be dedicated at the perimeter of all of the single family lots and the 1 commercial lot, as well as over stormwater facilities as required by Section 10-8-12.A of the Subdivision Ordinance. All drainage and utility easements are subject to review and approval of the City Engineer. Phasing Plan. The developer has indicated a proposed plan for phasing development of the subject site summarized in the table below. Phase 1 includes construction of access from Parrish Avenue (CSAH 42) via 87th Street and a segment of Parkview Avenue, as well as the connection to 87th Street within Country Ridge for access. Each phase will require approval of a final plat with the timing of each phase determined by market conditions. The City guarantees access to sewer and water capacity only for developments that have received final plat approval and executed development agreements to pay for these utilities. 7 Phase # of Lots 1 28 single family 1 Commercial 2 30 single family Development Agreement. The City Attorney will draft a development agreement related to the proposed Phase 1 final plat to provide for construction of the project including completion of all public improvements in accordance with Section 10-10-4.A of the Subdivision Ordinance. The Development Agreement will also provide for payment of all required fees and posting of securities as required by Section 10-10-5 of the Subdivision Ordinance. The Development Agreement is to be adopted by resolution of the City Council concurrent with the final plat approval and executed prior to recording of the final plat. RECOMMENDATION The revised preliminary plat for Parrish Meadows is consistent with the policies of the Comprehensive Plan and generally complies with the requirements of the Zoning Ordinance and Subdivision Ordinance. Our office recommends approval of the applications subject to the conditions outlined below. POSSIBLE ACTIONS Decision 1— Zoning Map Amendment A. Motion to recommend approval of a Zoning Map amendment rezoning the residential portion of the subject site from R-6 District to R-5 District based on a finding that the request is consistent with the criteria outlined in Section 11-3-2.F of the Zoning Ordinance. Motion to deny the application based on a finding that the request is not consistent with the criteria outlined in Section 11-3-2.F of the Zoning Ordinance. C. Motion to table. Decision 2 — PUD-CUP/Preliminary Plat A. Motion to recommend City Council approval the revised Parrish Meadows PUD- CUP/preliminary plat, subject to the following conditions: 1. Approval of the preliminary plat shall not guarantee access to sanitary sewer service. The City shall only allocate sanitary sewer capacity to approved final plats with signed development contracts to assure the City of timely development. 2. Block 3, Block 4, and Block 5 shall be subject be subject to the following lot minimum lot requirements: Min. Lot Area Min. Lot Width Setbacks 851h St. Local ROW Side Rear S,OOOsf. 60f. interior 75ft. corner. 65ft. 25ft. dwelling 30ft. garage 7ft. 20ft. 3. Block 5 (Phase 1) of the preliminary plat shall be subject to the lot and setback requirements as applicable to the B-3 District. 4. All street right-of-way, design, and construction plans, and street lighting shall be subject to review and approval of the City Engineer, and the following: Right-of-way dedication for Parrish Avenue (CSAH 42) shall be subject to review and approval of Wright County. b. The right-of-way alignment for Parkview Avenue shall be consistent with that for the Parkview Retail plat subject to review and approval of the City Engineer. Sidewalks: (1) No sidewalk shall be required on the west side of Parkview Avenue between 85th Street and 87th Street. (2) The sidewalk on Park Avenue shall be constructed on the west side of the roadway. (3) The sidewalk on 87th Street between Park Avenue and Parkview Avenue shall be on the north side of the roadway. d. Street lighting shall be installed as required by Title 8, Chapter 8 of the City Code. 5. The landscape plan shall be revised as required by Section 11-19-3.B.3.a of the Zoning Ordinance for the rear yards of Block 1, (Phase)1, Block 4 (Phase 1), Block 1, Phase 2, Block 3 (Phase 2), and Block 4 (Phase 2) 6. Park dedication requirements shall be satisfied as a cash fee in lieu of land to be paid at the time of final plat approval in accordance with the fee schedule then in effect. 7. All grading, drainage, and erosion control issues shall be subject to review and approval of the City Engineer. 8. Outlots A -C (Phase 1) and Outlot A (Phase 2) shall be deeded to the City for storm water management purposes. All utility issues shall be subject to review and approval of the City Engineer, and: The utility plan shall provide sewer and water utility connections to the City parcel west of Park Avenue to serve both a single use or potential resubdivision of the lot as determined by the City. 10. All easements are subject to review and approval of the City Engineer. 11. The developer shall execute a development agreement as drafted by the City Attorney and subject to approval of the City Council concurrent with final plat approval. B. Motion to recommend the application be denied based on finding that the request is inconsistent with the Comprehensive Plan and does not comply with the requirements of the Zoning Ordinance, Subdivision Ordinance, and/or Engineering Manual. C. Motion to table. C. Adam Flaherty, City Administrator/Finance Director Tami Loff, City Clerk Andy MacArthur, City Attorney Ron Wagner, City Engineer Henry Hansen, Henry Hansen Enterprise Lynn Caswell, Landform 10 S U u� 2 U GS G U U F a 2 s N Z-) t 6 I I I x: 1 1 u 003 Review No. 4 ENGINEERING REVIEW Hakanson Residential Subdivision for the City of Otsego 1�InCef S©C1 by Hakanson Anderson Submitted to: Honorable Mayor and City Council cc: Adam Flaherty, City Administrator/Finance Director Tami Loff, City Clerk Dan Licht, City Planner Andy MacArthur, City Attorney Henry Hansen, On Site Solutions, Inc. Lynn Caswell, RLS, Landform Reviewed by: Ronald J. Wagner, P.E. Brent M. Larson, P.E. Date: October 29, 2019 Proposed Development: Parrish Meadows Location A portion of the SW'/4 of the NE'/4 of Section 22, T121, R23. Of Property: West of CSAH 42 and North of 85th St Applicant: Henry Hansen Developer: On Site Solutions, Inc. 5470 Quam Avenue NE St. Michael, MN 55376 Owners of Record: Kevin Lefebvre Purpose: Parrish Meadows is a proposed 52 lot single-family along with (1) 2.77 acre commercial lot on 28.18 acres within the City of Otsego, Wright County, Minnesota. The proposed development will be served with municipal water, sanitary sewer, storm sewer, and public streets typical of an urban setting. Jurisdictional Agencies: City of Otsego, Wright County, Minnesota Department of (but not limited to) Health, Minnesota Department of Natural Resources, Minnesota Pollution Control Agency, Wright Soil and Water Conservation District. Permits Required: NPDES, Minnesota Department of Health (water), (but not limited to) Minnesota Pollution Control Agency (sanitary sewer), and Wright County TABLE OF CONTENTS INFORMATION AVAILABLE TITLE SHEET EXISTING CONDITIONS SUBDIVISION CONFIGURATION, LOT SIZE, DENSITY PRELIMINARY PLAT/STREET/TRAFFIC PRELIMINARY GRADING, DRAINAGE, AND EROSION CONTROL PLAN PRELIMINARY UTILITY PLAY DETAILS STORM WATER MANAGEMENT WETLANDS OTHER CONSIDERATIONS SUMMARY AND/OR RECOMMENDATION PAGE 2 S:\Municipal\Aotsego23xx\2347 Parrish Meadows\A-REVIEW PHASE\OT2347 RVW4.docx INFORMATION AVAILABLE Preliminary Plans for Parrish Meadows, dated 10/14/19, by Landform. Storm Water Management Plan for Parrish Meadows, received 10/14/19, by Landform. Previously Submittal Information Construction and Grading Plans for Parrish Meadows, dated 7/29/19, by Carlson McCain Final Plat for Parrish Meadows, received 7/29/19, by Carlson McCain Preliminary Plans for Parrish Meadows, received 5/1/19, by Landform Storm Water Management Plan for Parrish Meadows, dated 7/26/19, by Landforn. Additional Information City of Otsego Engineering Manual City of Otsego Zoning and Subdivision Ordinances National Wetland Inventory Map PAGE 3 S:\Municipa1\Aotsego23xx\2347 Parrish Meadows\A-REVIEW PHASE\OT2347 RVW4.docx TITLE SHEET 1. No comments PRELIMINARY PLAT 2. The street alignment of Parkview Avenue is slightly shifted on the proposed plat to the north. They show 377.84 and 75.0 foot distances along the north property line to the east edge of the street right-of-way. The location of the street ROW shall be coordinated so the plats agree. 3. Provide street centerline information including horizontal curves. Parkview Avenue and 87th Street shall have horizontal curves meeting 40 mph design speeds with minimum 100' tangents between reverse curves. All other street shall be designed for 30 mph design speeds. 4. An existing drainage and utility easement is shown in the exception lot south of 87th Street. It appears the northern easement line is missing from the drawing. 5. Zoning and Setback Summary is missing rear yard setbacks along Parkview (minimum of 25'). The lots along 85th Street do not appear to have the minimum 65' setback required. 6. The plans show infiltration storm basins/swales along all the single-family rear yards. Only the infiltration basins in the rear of Block 1 (Phase 1) and Block 1 (Phase 2) have the required outlots shown. Because making all these areas outlots will likely result in lots not meeting minimum dimensions, these infiltration basins/swales will not be allowed. Storm sewer pipe and catch basins in the rear yards will be required to provide conveyance to the storm ponds. This will also likely result in the need to increase the proposed pond sizes to accommodate the loss of volume in the rear yards. EXISTING CONDITIONS 7. The following existing conditions shall be shown in the plans: a. Identified by name and ownership within 150' adjoining unsubdivided or subdivided land. b. The soil boring symbol is missing. Some of the text along CSAH 42 cannot be read due to overlapping text. 9. The existing drainage and utility easement through the center of the lot and exemption is not show on existing conditions but is one the preliminary plat. SUBDIVISION CONFIGURATION, LOT SIZE, DENSITY 10. See comments #5 and #6. 11. 4' tall screening berms are required along 85th Street and Parkview Avenue in the rear yard of the single-family lots. PAGE 4 SAMunicipa1\Aotsego23xx\2347 Parrish Meadows\A-REVIEW PHASE\OT2347 RVW4.docx 12. The intersection radii at Park Ave and 85th Street and all streets to Parkview shall be 30'. 13. Temporary cul-de-sacs will be necessary at the north end of Park Avenue as well as at the south end of Phase 1 along Parkington Avenue. 14. Pedestrian ramps shall be constructed on the south side of 85th Street, across from the new sidewalk installed along Park Avenue and Parkview Avenue as part of Parrish Meadows Phase 2. 15. Some of the "Site Plan Notes" do not appear to be relevant to these plans. 16. The proposed stormwater basin in the Future Commercial exception piece may be an issue. If this is a permanent stormwater treatment basin is shall be platted as an outlot with 15t Addition. If this is a temporary basin more detail is necessary to explain how this water will be handed permanently in the future and a temporary drainage and utility will be needed to cover it now. PRELIMINARY PLAT/STREETS/TRAFFIC 17. The north end of Parkview Avenue has a proposed elevation of 870.88. The proposed elevation of the development to north is 870.0 at this location. These elevations are close enough to be coordinated with final plans. 18. Final plans will require intersection details (current details have no spot elevations shown). 19. The valley gutter is called out for 87th Street at CSAH 42 but is not shown in the plan. 20. The pedestrian ramp alignments do not meet ADA requirements. These ramps shall match MnDOT Standard Plates. The majority of the pedestrian ramps can be aligned so they go straight across at intersections as opposed to diagonal as is being shown. Final plans will be reviewed in detail with regards to the ped ramps. PRELIMINARY GRADING, DRAINAGE, AND EROSION CONTROL PLAN 21. See comments #6. 22. 4' tall screening berms are required along 85th Street and Parkview Avenue in the rear yard of the single-family lots. 23. The NWL, 2 -yr, 10 -yr, and 100 -yr HWL elevations for each pond shall be labeled in the plans. 24. It would be helpful to have the storm sewer catch basins as well as flow arrows on the storm sewer pipe shown on the grading plans. PAGE 5 S:\Municipa1\Aotsego23xx\2347 Parrish Meadows\A-REVIEW PHASE\OT2347 RVW4.docx 25. The final plans will require additional spot elevations for front lot corners of the single- family lots. Many of the spot elevations in the infiltration basins are small and difficult to read at the drawing scale. 26. A minimum of 1.5' of freeboard is required from the emergency overflows (EOFs) to the lowest opening. The low opening of Lot 4, Block 1 (phase 1) shall be a minimum 870.8. EOFs shall be labeled at for each of the infiltration basin/swales. All houses shall have the minimum 1.5' freeboard from these elevations. 27. Verify the ends of the watermain stubs to the exception lot will end up with a minimum 7.5' cover. 28. Proposed contours along the west side of Park Avenue south of Lott, Block 1 (Phase 2) are incomplete. Please revise. PRELIMINARY UTILITY PLAN 29. The 10" watermain shall be extended from 87th Street to the north along Parkview Avenue. Sheet 4.3C is inconsistent with calling out 8" and 10" pipe sizes in the plan and profile. 30. The watermain along 87th Street shall be 8" diameter. The profile appears correct but plan view calls out 10" pipe. 31. No extra depth is necessary for the sanitary stub to the north property line along Park Avenue and Parkview Avenue, north of 87th Street. 32. Two water and sewer service stubs to the future Otsego Fire Substation property shall be provided. One approx. 50' south of the north property line and the other 40' south of the 8" stubs. Credit will be given to the developer for installation of these services. 33. Hydrant coverage is insufficient for a few lots. We recommend moving the hydrants as shown in the attached sketch. 34. All drop manhole shall have 20' DIP pipe (only 10' being called out) into the drops. 35. 8" watermain pipe may be stubbed to future commercial lot (exception). 36. The watermain connection to the existing 16" pipe on the south side of 85th Street shall be iacked/bored under 85th Street. 37. It appears that the minimum of 18" of vertical separation is being provided between all sewer and watermain except a couple services. The sanitary sewer services to Lots 1 & 2, Block 3 (Phase 1) and Lot 4, Block 4 (Phase 1, and Lot 7, Block 4 (Phase 2) and Lot 7, Block 3 (Phase 3) will have less than the required minimum. 38. It shall be verified that there is a minimum of 24" of separation (outside of pipe to outside of pipe) between storm sewer and water pipe. If less than 24" of separation is provided a minimum of 4" of insulation shall be provided. PAGE 6 S:\Municipa1\Aotsego23xx\2347 Parrish Meadows\A-REVIEW PHASE\OT2347 RVW4.docx 39. No High Density Polyethylene (HDPE) storm sewer pipe is allowed within the road bed. HDPE pipe is only allowed in greed areas. Polypropylene pipe (PP) is allowed in the road bed but shall have a minimum 3' of cover under roads (See Otsego Standard Plate 415). 40. See comments #6. 41. A minimum of 2' of cover (from outside of pipe) shall be provide over all RCP storm sewer pipe with the street. 42. Some storm sewer pipe appears to be too flat to provide the minimum 3 fps velocity (full) required. 43. The need/intention of the (3) 30" arch pipe under Parkview Avenue is unclear. STORWATER MANGENMENT 44. Storm sewer design and storm water management models shall be revised to eliminate the infiltration basins along all the rear yards. 45. Some storm sewer pipe appears to be too flat to provide the minimum 3 fps velocity required. 46. Stormwater Management will require further review once the current configuration of removing the infiltration basins in the rear yards is complete and the reports are updated. WETLANDS 47. No comments. OTHER CONSIDERATIONS 48. No comments. SUMMARY AND/OR RECOMMENDATION We recommend approval contingent on the above comments being addressed. PAGE 7 S:\Municipal\Aotsego23xx\2347 Parrish Meadows\A-REVIEW PHASE\OT2347 RVW4.docx 9 AREA LOCATION MAP / 0 NORTH NO SCALE D Angle LB. Pound 8 And LOU Load Goverment DIM • AI LB. Pound 10 0YR� 100 Year Flood Elevation LB. Long urinal AS Anchor Bolt LT, Ughl l LlghOng A,D. Area Drain MAINT. Melnlenana A/CAli Conditloning Unit MAS. Masonry ADD, Addendum MATE. Material ADDU Adddlonal MAX. Maximum ADJ, Adjacent I Adjust MECH Mechanical AHU Air Handling Unit MED, Medium ALT. Alternate MFR. Menufaiurer ALUM. Aluminum AN Manhole ANDD. Anodized MIN. Minimum/Minute APPROX. Approximate MISC. Miscellaneous ARCH Archi/Archinot-1 MNOOT Minnesota Depairment Of Transportslon AUTO. Automatic MoD. Module/Modular AVG, Average ALL. Wallon B.C. Back of Curb 14 North BAN Bottom of Wail NJO. Not In Contract BFE Basement Floor Elevation NO. OR N Number BIT Bituminous(Asphaftlo) NOM Nominal BLDG Bullding NTS Not to scale BM Benchmark NWE Normal Water Elevation BSMT. Basement NWL Normal Water Level C.F. Cublo Feet O.F, On Center C.F,S. Cobb Feet Per Second O,G. Outalde Dimarelsn C.O. Comer Guam O,H. Overhead Electric C.J. Control Joint OH. Ove mead C,L Cenleflne OHVVL ordinary High Mt., Level C.M,U, Concrete Masonry Unit OPNG. Opening C.O. Ciao out ORIG, 000.1 c.OE. U.S. Army Corps Of Engineers P.C. olnl of Curvature C.Y. Cublo Yards P,I. Polntol Intersection CB Catch B:dn PIV Post I" ator Valve CBMH Catch Basin Manhole P.L,OR P/L Property Une CEM. Cement P.O.B. Point of Beginning CIP Cost uen Pipe P B f. Pounds Per Square Fool CMP Corrugated Metal Pipe PS.I. Pound: Per Square Inch CONO, ConcretePortland) PT Point of Ten en CONN. Comiseton P.V.C, POInlol Vertical Curvature CONST. Construction PVL Point of Vertical Intersection CONT. Continuous P.V.T. Point of Vertical Tangency CONTR. Contractor PE Polyethylene COP. Copper PED. Pedestal l Pedestrian CU, Cublo PERF, Perforaled D.S. Down Spout PREP. Preparation DEG. Degree PROD, Project DEMO. Demolition l Demolish PROP. Proposed DEPT, Department PVC Poly-Vinyl-Chlodde (Piping) DET, Detail PVMT. Pavement DIA. Diameter OTR, Ouster DAG. Diagonal CITY. Qua mily DIM. Dimension R Rediae Of Duct" Iron Pipe RAD, Radius ON Down RE Rim Elevation (Casting) DWG. Drawing R,O. Roof Drain E, East R.E. Remove Disting E,J. Expandon Joint R.O, Hough Opening E.0,Emegancy Overflow R.P. Retliva Point E.O.S. Emergency Overflow Swate RC Reinforced Concrete Pipe EW, Eeoh Way R.S. Rough Stab EA, Eech RSD Roof Storm Drain EL Elevation RE. Regarding El Eleclrlal REINF. Reinforced ELEV. Elevation REO'D Required EMER. Emergency REV. Revision/ Revised ENGR. Engineer ROU Regulatory Government Unit ENTR. Entrance ROW OR RAN Right of Way ED. Equal S. South EQUIP, Equipment S.F. Square Feat EQUIV. Equivalent SAN, Sanitary Sewer EXIST. Eli SECT. Section EXP. Expanslen BE Split Entry/Side E.4 F81Firmsend Install SEWO Split Entry Walk Out isles Exit Walk Out F.B.O. Furnished by Other. SHT, Sheet F.C. Face of Curb SIM. Similar F.D. Floor Drain SLNT. Sealant F,D.C. Flra Department Connection SPEC, Spechloui F.V. Field Verity S0. Square FB Full Basement SSD Subsurface drain FBWO Full Basement Walk Out STMIT Storm Sawn, Manhole FBLO Fug Basement Look Out STD. Standard FDN. Foundation STRUCT. Structural FES Flarad End Section SYM, Symmetrical FPS Finished Floor Elevation T Thickness FLR. Floor T/R Top of Rim FT. OR (') Foot TAN TopolWed FUT. Future TEMP, Temporary O.B. Grade BreeX THK Thick I Thickness G.C, General Contractor T.J. Tooled Joint GAL Gallon TNH Top NN Hydrant GALV, Galvanized TYP. Typical GFE Garage Floor Elevation U.N.O. Unless Noted Otherwise GL Glass M.B. Vapor Barter OR. Grade V.C, Vertical Curve N. H.P. Height High Point V.I.F. VER, Verify In Field Vedly HOPEP High Density Polyethylene Pipe VER. Venial HOT. Height VEST, V.WbUIs HZ_ Horizontal W Worn HVAC Healing, VenllIdIn,A)r CandrAlrung WRIT. Working Point HYD Hydra I W.W.F. Welded Wire Fabric IA, Inolde Dimension OR Identification W/ Wth LE. our IE Inved Elevation W!0 Without IN. OR (") InMee VJO Walk Out INFO, Information VER. Welland INL,Inlet Elevation WP Waterproof INSUL Ininls0on WETU Weight INV. Invert Elevation VD. Ya rd JT, Joint YR. Year L.F. Linear Feel L.P, Low Point / Liquid Petroleum EXISTING DESCRIPTION NEW DESCRIPTION OTSEGO, MINNESOTA SYMBOL DESCRIPTION 120 MAJOR CONTOUR ..�"'120..�- MAJORCONTOUR l f2J MINOR CONTOUR _./-123 MINOR COrTOUR SILT FENCE x 23AG SPOT ELEVATION x123.45 SPOT ELEVATION" COMPosT/BIO LOG 020 BUILDING �X 1 XI 1 1 \ / INLET PROTECTION T -- CAN ANOPY/OVERHANG I BUILDItJG OVERALL X%.. CANOPYIOVERHANG ' 031 CONCRETE x DRAWING LS 032 GRADING 8DRAINAGE - UNOERGROL887 STRUCTURE D BITUMINOUS X.xt I SYMBOL DESCRIPTIGN 0B3 SWPPPNOTES a COfJCRETE D LANDSCAPING � CONCRETE CURB � NOTE REFERENCE O GRAVEL or, EDGE OF PAVEMENT SANITARY B WATERMAIN-OVERALL X % FEtJCl1J3 12 PARKING STALL COUNT ; PAMNGBLOCK --o----c GUARDRAIL 01'3 LARGE SHEET DETAIL XI X :. PAVING BLOCK CONCRETE RETAINING WALL TRUNK SEWER B WATERMAIN• j B MODULAR RETAINING WALL C21 COORDINATE POINT •12"STSG»� STORM SEWER LINE d FIELDSTONE RETAINING WALL Q REVISION -ADDENDUM, BULLETIN, ETC, -B"SAN- SANITARY SEWER LINE PARKVIEWAVE • •I-6-WTR -I- WATER MAIN r 11-0 EXIT LOCATION-' LIGHTSTANDARD ' f �} REVISED AREA (THIS ISSUE) —0E— OVERHEAD ELECTRIC 0 POWERPOLE 1X1%i, , — UT — UNDERGROUND TELEPHONE � 400% SLOPE DIRECTION SANITARY SEWER 8 WATERMAN- — FO UNDERGROUND FIBER OPTIC — UE — UNDERGROUND ELECTRIC ® I.I ® ®'. CATCH BASIN — 0 — GAS LINE %1X1 1. 11 1 1 DESCRIPTION 047 SANITARY SEWER B WATERMAIN- O' MANHOLE III CONCRETECURB • o BOLLARD Soulhweel Qvaderof Ne Northeast Quadar nSeion Twenty-tnv(22)ToWnH,ry Orre HuMred Twenyone(121), Range -XX— FES SEWER-PHASEI Twenty lhlee (23) WrtghtCounty Mnnesota a.mil Ere South 40 kat thereof. HEIGHT, TYPE FENCING s�STS—� STORMSEWER And ercepl lhatpad Ith 6 thwesl0aderoNha Nonheasl Quader ofSeion 22, iaVrmhp 121 Range 23 Ntrighl County, -D n— STORM SEWER - PHASEI RIPRAP Mnneoeta denoted as Beg.nn.ng at Owitesecton ofrhe wesilI sad Southwest Quarter Who IIIWarlarwAh a [,no—SAN--- G54 STORM SEWER -PHASE I SANITARY SEWER -WASTE 40.00 fast nodholend paretelWn thes l,M of dSouthwaet Quad-fthe NoMeastOarlar th,roo-therly aIN said RETAINING WALL C56 STORM SEWER - PHASE 2 will line 39650 feel than eaenmorll thele uth Ins olead SoihwaslWader oleo No-umslQuarer 23434 fear 1 ;.. —FM— — FORCEMAIN thence sholrerlyptiallel with The wash. ofee'd 6ouftml Quad of the hLieemTousder 396.50 real to the hath lnaef he SET I YY'X 14" IRON PIPE Cel STREET PLAN 87TH ST(EASTB WEST) X % TPLANRB7TH s b 4000 feel of sad Southxesl GUsderofthe Nodheast Oueder the- Nmierty Lely sad nosh hne 23434 feel to the Pont O STRE 8T (NORTH) STREET PLAN PARKVIEW AVE --^-Rp--��»•---• ROOF DRAIN SYSTEM oBegmnng • IRON MONUMENT FOUND GATEVALVE XIX ! ! k SURVEY DISK (BENCHMARK) WTR,-- , Hyp ^D � WATERMAIN Add ev I Phar pad of the SoutlwOlOuader of the NoMaed Warier olSoJen 22. Townshp 121, Renge 23 Wright County, Mnnesob described asfe..ows. Cc- ...ngId Me Southeast mmerofsadSourri 01 he fbrbeast Quarter Thence CBS --=w-6 Ixlxl i NorthA9degrsas 69 mmutes 33seomde West along the 6ou'h lme ofsald SoutlrweslQarfer of the fbMeast OvaMredsrana Li POWERPOLE ---f IRE• ^^--• FIRE LINE (1F SEPARATE) x1493.52 fact thence Noun Odognme 00 mules 27 moods Sada dshure of 40.00 feeltothe fJ all The ofth. South 4000 r-- GUY WIRE X X .. teal olsald Soueroasl QuaderoitM NoM ID rte dTh P' ICI Beg!nnngberroa oonhn N nhOdegreas00 Mruns27 O GUARD POST B FIRE DEPT, CONNECTION seconds East a dstance of41119 feet, lharce nathady dmta of 17061 feel along tageeal,_ ocumhoolhewesl hang a central angle of 4 degrees 41m les 68 acconda, andodius of208000 feet thence Nodh 4 degees 41 mrLdes 31 ❑• OAS METER 0.0. 6 -•)("SSD•-�^- BOIL SUODRAIN saarxt Wesl hnganlblhe lasldesoSed unreedstana ei 13591 Net Ile -of 13168 feeralorga GM 076 CML CONSTRUCTION DETAILS IX1x1 _I. to tai-aomceva b the East having a central an ryan geol4 degrees 60 minutes l2 amonda orda hadusof1560110 kat; 077 CIVIL CONSTRUCTION DETAILS --GAS---- GAS LINE -UNDERGROUND theroofbrh Odegreas O8mnuks39oucoMs Eeelbngentlorhebsldetcribedcu edbnaof23.14f tlhene 11 FT TRANSFORMER I 1 1 1 I C79 mtlheastedyand amli,ey a b' of 2349 reel along a langenfial curve con -.e 0) the S uiod having a central" Is 0f89 IX XI 1 I i1 --ELEC--- ELECTRIC -UNDERGROUND degrees 43mnNa922 seconds soda rectus of 1600 kat meow lJwN 89dsgrees 62 m:nu sstil..,du Emttsngenlbrhe d WATER SHUT-OFF VALVE --TELE---- TELEPHONE -UNDERGROUND .—f dki 1435.121eel to he wear righlofway line WRIGHT COUNTY RIGHT OF WAY PLAT 1400 6eMe south OdaJnes OB utss 22semnds W�sl on Bald dghlolvxYedhhnoaof617371ee1 thence muNadye dianaof -•- TRAFFIC SIGN --CAN--- UNDERGROUND CABI 27042kd1a.ongelangenfalNrveanravatotheWesiharrgacentnelarg.eofIdogrees2tmmNee29moondsandemda I1 1 of il409.16feelb"North to ofseld Sarh 4000feelofMa Soihwest D,tanerofthe NerlheactQuader thenceNu B9 • FLAGPOLE ==LSS-==- LAWN SPRINKLER SLEEVE degraay 59 minutes 33 seconds West Parakl with sad South Le of MeS .h -I Quarter dthl Norteast Wader a dslence of 42162 feel b the Penlol Faen soofth'ede= nitre Wesl[neofseld Southwest Warlerofthetbdost LT/ LIGHT POLE Qader rem-edb bear lent O�g-00 a, utas 39 -,k, East. (b: TREES—BENCHMARK / \ TREE LINE Top Nul of Hydrant .250 Feet South of 87th Street NE. Along the West We of Parrish Avenue NE. E 111 67-23 MANHOLE Elevation = 067 15 (11920 NGVD))per City Records CATCH BASIN FIRE HYDRANT ® WATER VALVE ® FLARED END SECTION ® MAILBOX CITYAPPROVER MB ONOTE NUMBER 01) MEASURED DISTANCE (P) DISTANCE PER RECORDED PLAT Ronald J. Wagner, PE - City Engineer City of Otsego 8-X 901E BORING 1 HENRY HANSEN ENTERPRISE 5470 QUAM AVE NE ST MICHAEL, MN 55376 TEL763-2384610 CONTACT; HENRY HANSEN CIVIL ENGINEER SURVEYOR LANDFORM LANDFORM 105 SOUTH FIFTH AVENUE, SURE 513 580 DODGE AVENUE MINNEAPOUS, MN 55401 ELK RIVER, MN 55330 TEL612-262.9070 TEL612-636.0251 FAX 612.252.9077 FAX 612.262-9077 CONTACT: RANDY HEDLUND CONTACT: LYNN CASWELL CIVIL I LANDSCAPE SHEET INDEX 8 REVISION MATRIX SHEETS ISSUED BY DATE CC.i CIVIL B LANDSCAPE TITLE SHEET IXIXI ; ! l l cl, PREUMINARY PLAT XIXI, i I WHS18005,001 CIA EXISTING CONDITIONS & DEMO �X IXI 1 1 1 020 SITE PLAN -OVERALL _..._ �X 1 XI 1 1 I 030 GRADING & DRAINAGE • I OVERALL X%.. ' 031 NORTH BDRAINAGE NO • R1 x 032 GRADING 8DRAINAGE - SOUTH X.xt I 0B3 SWPPPNOTES X X I_I_ 034 _ EROSION CONTROL NORTH X X I 035 EROSION CONTROL • SOUTH X XI -� 040 SANITARY B WATERMAIN-OVERALL X % C4.1 TRUNK SEWER 8 WATERMAIN • ; PARKVIEW TO PARRISH AVE XI X :. C42 TRUNK SEWER B WATERMAIN• j 87TH ST, (WEST)TO PARKVIEW I X X I I - t C4.3 SANITARY SEWER B WATERMAIN- 1 11 PARKVIEWAVE XIXI 044 SANITARY SEWER B WATERMAN i 1 PARKAVENUE 1X1%i, , C45 SANITARY SEWER 8 WATERMAN- ''1 1 I , 87TH STREET x X I I II, f l C4.5 TERMAIN... SANITARY SEWER WA PARNINGTON AVENUE %1X1 1. 11 1 1 047 SANITARY SEWER B WATERMAIN- X11,X 1 1 1 1 1 88TH STREET X x_ CSO STORM SEWER • OVERALL X X C51 SEWER-PHASEI IX XI II 1 C52 .STORM _ STORM SEWER-PHASEI 0i 1 1 I I i' C53 STORM SEWER - PHASEI X X G54 STORM SEWER -PHASE I I X XX C56 STORM SEWER - PHASE 2 1 1 ;.. 056 SEWE 1X Cel STREET PLAN 87TH ST(EASTB WEST) X % TPLANRB7TH 1 CB2 083 STRE 8T (NORTH) STREET PLAN PARKVIEW AVE XIX XIXI �, I i.. Ce 4 STREET PLAN-PARKINGTON AVE XIX ! ! C65 STREET PLAN • PARK AVE X x CBS _ STREET PLAN• 86TH ST Ixlxl i J Li 071 CIVIL CONSTRUCTION DETAILS % % 1 1 1 1 072 _ CNIL CONSTRUCTION DETAILS _ X X .. 07.3 CIVIL CONSTRUCTION DETAILS 1% xi 1 . 1. 01.4 CIVIL CONSTRUCTION DETAILS % X ) C75 CIVIL CONSTRUCTION DETAILS IXIXI 076 CML CONSTRUCTION DETAILS IX1x1 _I. 1 077 CIVIL CONSTRUCTION DETAILS IX XI i ;. 1 1 i 1 07.8 CIVIL CONSTRUCTION DETAILS IXIXI li I I 1 1 1 I C79 CIVIL CONSTRUCTION DETAILS IX XI 1 I i1 0710 CNIL CONSTRUCTION DETAILS%XI 07.11 CIVIL CONSTRUCTION DETAILS _ X XI l.. L1 l 0712 CIVIL CONSTRUCTION DETAILS XiXI I1 1 1 1i L2.1b LANDSC PE -PA E2 X X1 1 ON SITE SOLUTIONS, INC. HENRY HANSEN 5470 OYAM AVE NE ST, MICHAEL, MN 65375 TELM238-1610 "MUNICIPALITY OtS'w� U PARRISH MEADOWS SINGLE FAMILY & COMMERCIAL OTSEGO, MINNESOTA / 1• cc-ol ENd!-foe ANY PI' m nlsmnv DACE Imloi EVWek _Pw 4oe 111 IN—, Isu- w,, mm if me coNAWNF--enNoun LINO DRECRYRaoJEARE Nor REMna TIAA4� 0 HOLoHca,91 A AAJee 0 U.m1�r PLJNuEE W'(mlAcr THEEnG"EEnm REnuESTRoomp1.00clusue, PRELIMINARY PLAT October 14, 2019 L Aa N D F O R M From She to Finish • 105 South Flflh Avenue Tel; 612-252-9070 Sulle 513 Fac;612-252.9077 Wrineapolls, MN 55401 Web: landform. net FILENAME C00iWHS005.dw9 PROJECT NO. WHS18005,001 -;KF:FT 8 2 —7 -----t sD I— it: I,. I ,,,, i it: i I i I I 5:i ii STREET H.E:. I — --—i)IITI.OT !3 60 — — — — OUTLOTH — — \ i •/� :: .. T'.j;`I l -r is E), , ]ESCRIPTIC Southwest Qmderol the 14atheasl Cuarkr, In Sedon 7wxniy-Mo (221, Toenahp One Handed Twanyone 1121), Range Twenty-three(23), Wright couory, M—We W the south 40 reallheraof. And e.ceptthat part of Me SWhuve51 Code, of the Northxesl Coder of Secuu, 22, T-1, ,121, Range 23, Wright Count', M.—.1 W, dcsmbed. Bag nnmg e1 k Inlxrs obon of the —11 a at said 514-1 O.dar of to flortheaslQuwter With a line 4010 feel north of and parallel w'ah the soAh Ina of said Southweal Quarter o7 the Nonheasl Quarter, thence northerly along Wald ocet no 39660 feet, lh—a ea9Fry paravelwith He south Ina of WaldSouthwesl Coder of the Nodha h OuadWr 23434 reel, thane soupay parcee, with the west Ina of sad Southwest Done of the Northeast Quadar39650 feel to the north Ime of the ecuth 4000IEPI olsa�d Southwa;l0uader o/palloMeaslQ.dzr, Men. wzstert/along cednosh the23434feat laI Pont olBzginning And except that pad of the Smthwzst Coder of the Northeast Coder of Sed -22, TownshA 121, Rarpe 23, Wright Carry, Mnnm!a d Snded. foBwnCommendrg at Ma Southeast corner of said Southwest Quarter of the IJoMxasl D.rader, them North 89 degrees 59 mdnufes 33 second West elag the South I. of eald So1!ho.1 on.., .(the Dbrthzasl Q.dzr a dsanas 01493621zeL, Mance llonhOdegreea00 m:nNes 27 seconC Eastedsrenceo14000 feat to the tJodh fine olMe South 4000 feel of Wad SoulhwMl OuadH al the Norpeasl Ouader end the POInI of Beglnnirg, Mence Oanlinue I lodh 0 degrWvs W minNaa 27 arts Eastadsta o1411.19feet,Mancenortherlyedshnceo(17061 ksl along —"g—mal curve concave to the west laving a central angle of 4 cog— 41 mpufaa 68 Bacon 6 and a rod. of 206000 feel, If—Neth 4 d graea 41 minul. 31 seepsVJe;t tangent to the Iasld—il do adslznw of 11591 feet thence nonhary ad;rer,ce of 13168 feelalonga Fngarnni curve -cove It, the P.M having a cen121 angle of 4 degrees 60 minwaa 12 seconds and radue of 1 %0 00 feet Ihenas truth 0dog1-On minutes 39 Weconde East"." to the last descnoadcum o rare -of 2114 feet, thence rwrlheas'anyand aaelary a dea-0123.49 fear along a tangenral curve ronca a to the Sct,Hced hating a cenhel eng:e of 69 deg— 43 mr= 22 Woanda onde rad,. of 1500 feet, thence Nosh 69dagraea 52 tnbul. 01 se Wads East reagent b the .J cS.nt,ad curve a Mo.. of 43512 feel to the West tight of way the of WRIGHT COMITY RIGHT OF WAY PLAT N0.8, thence South 0 Wto,rier 00 minutzs 22—nda West on Wad right of way a di9renceof 61737 Fel; pence aacMedy a dstenco of 270,42 feeteIoq a h Canal curve mnlave to the West horing a cbnhal angle of 1 degreee 21 minulee, 29 secende endo not ue of 11,409,16 feel to Ma=una of pad South 40.00 feet of t a Soutnuesl Code of Me Northcaal Quarter, Pence Ibnh 89 deg - 69 minuke 33 seconrk Walparefer with sold South Ino of the Swh mtQuarter of the Northeast Coder a dice—of 42152I.r.ehe Pd,IcfBeglnnpg. For Ne propose of pu descripfion the Well lme olsaid 6outhWesl Qlarterof the Nanhsasl Quarter 13 assumed to bear North 0 degraeo 08 minules 39 eeconr6 East. TOTAL SITE AREA: 1127649 S F, - 29.19 AC. WETLANDAREA'.O S F.= SAC RIGHT OF WAY AREA' 424,16881`.= 9.74AC, NET AREA'. 803,3918 F. =10.44 AC. TOTAL SINGLE FAMILY LOTS =68 NET DENSITY =22 WA THE PROPERTY IS ZONED A-1 AGRICULTURAL- RURAL SERVICE PROPOSEDZOMNG; R-5 RESIDENTIAL-SfNGLE-ANDTWO-FAMILY DISTRICT PROPOSED SETBACK INFORMATION: SINGLE FAMILY ARTERIAUMAJOR COLLECTOR - 65 FT. FRONT - 25 FT. HOUSE - 30 FT, GARAGE REAR-20FT. SIDE - 7 FT. SIDE (CORNER) - AS REQUIRED FOR THE FRONTYARD MINIMUM LOT AREA - 9,000 S.F. MINIMUM LOT WIDTH - 60 FT. (INTERIOR) MINIMUM LOT WIDTH - 90 FT. (CORNER) MINIMUM LOT DEPTH- 100 FT. PROPOSED ZONING: B-2 HIGHWAY COMMERCIAL DISTRICT PROPOSED SETBACK INFORMATION: FRONT -30 FT, REAR -20 FT. SIDE - 10 FT. - 35FT. ABUTTING A RESIDENTIAL DISTRICT SIDE (CORNER) - 30 FT, MINIMUM LOT AREA - I AC. MINIMUM LOT WIDTH - 200 FT. PHASE 1 PHASE 2 Lot Area Table Phase 1 Parcel# Lot/Block Date are 00 C cOyaR --i— 1/1 9645 2 211 9001 3 3/1 9001 4 4/1 9001 5 5/1 1 9001 6 6/1 9001 7 7/1 9001 8 8/1 I ;\iii;'!?i(ii`i u ------- -I 12 ui I;- 11 22 i I (: 32 9000 LOT I 42 9000 14 52 9008 15 82 9000 16 72 9000 17 82 2 —7 -----t sD I— it: I,. I ,,,, i it: i I i I I 5:i ii STREET H.E:. I — --—i)IITI.OT !3 60 — — — — OUTLOTH — — \ i •/� :: .. T'.j;`I l -r is E), , ]ESCRIPTIC Southwest Qmderol the 14atheasl Cuarkr, In Sedon 7wxniy-Mo (221, Toenahp One Handed Twanyone 1121), Range Twenty-three(23), Wright couory, M—We W the south 40 reallheraof. And e.ceptthat part of Me SWhuve51 Code, of the Northxesl Coder of Secuu, 22, T-1, ,121, Range 23, Wright Count', M.—.1 W, dcsmbed. Bag nnmg e1 k Inlxrs obon of the —11 a at said 514-1 O.dar of to flortheaslQuwter With a line 4010 feel north of and parallel w'ah the soAh Ina of said Southweal Quarter o7 the Nonheasl Quarter, thence northerly along Wald ocet no 39660 feet, lh—a ea9Fry paravelwith He south Ina of WaldSouthwesl Coder of the Nodha h OuadWr 23434 reel, thane soupay parcee, with the west Ina of sad Southwest Done of the Northeast Quadar39650 feel to the north Ime of the ecuth 4000IEPI olsa�d Southwa;l0uader o/palloMeaslQ.dzr, Men. wzstert/along cednosh the23434feat laI Pont olBzginning And except that pad of the Smthwzst Coder of the Northeast Coder of Sed -22, TownshA 121, Rarpe 23, Wright Carry, Mnnm!a d Snded. foBwnCommendrg at Ma Southeast corner of said Southwest Quarter of the IJoMxasl D.rader, them North 89 degrees 59 mdnufes 33 second West elag the South I. of eald So1!ho.1 on.., .(the Dbrthzasl Q.dzr a dsanas 01493621zeL, Mance llonhOdegreea00 m:nNes 27 seconC Eastedsrenceo14000 feat to the tJodh fine olMe South 4000 feel of Wad SoulhwMl OuadH al the Norpeasl Ouader end the POInI of Beglnnirg, Mence Oanlinue I lodh 0 degrWvs W minNaa 27 arts Eastadsta o1411.19feet,Mancenortherlyedshnceo(17061 ksl along —"g—mal curve concave to the west laving a central angle of 4 cog— 41 mpufaa 68 Bacon 6 and a rod. of 206000 feel, If—Neth 4 d graea 41 minul. 31 seepsVJe;t tangent to the Iasld—il do adslznw of 11591 feet thence nonhary ad;rer,ce of 13168 feelalonga Fngarnni curve -cove It, the P.M having a cen121 angle of 4 degrees 60 minwaa 12 seconds and radue of 1 %0 00 feet Ihenas truth 0dog1-On minutes 39 Weconde East"." to the last descnoadcum o rare -of 2114 feet, thence rwrlheas'anyand aaelary a dea-0123.49 fear along a tangenral curve ronca a to the Sct,Hced hating a cenhel eng:e of 69 deg— 43 mr= 22 Woanda onde rad,. of 1500 feet, thence Nosh 69dagraea 52 tnbul. 01 se Wads East reagent b the .J cS.nt,ad curve a Mo.. of 43512 feel to the West tight of way the of WRIGHT COMITY RIGHT OF WAY PLAT N0.8, thence South 0 Wto,rier 00 minutzs 22—nda West on Wad right of way a di9renceof 61737 Fel; pence aacMedy a dstenco of 270,42 feeteIoq a h Canal curve mnlave to the West horing a cbnhal angle of 1 degreee 21 minulee, 29 secende endo not ue of 11,409,16 feel to Ma=una of pad South 40.00 feet of t a Soutnuesl Code of Me Northcaal Quarter, Pence Ibnh 89 deg - 69 minuke 33 seconrk Walparefer with sold South Ino of the Swh mtQuarter of the Northeast Coder a dice—of 42152I.r.ehe Pd,IcfBeglnnpg. For Ne propose of pu descripfion the Well lme olsaid 6outhWesl Qlarterof the Nanhsasl Quarter 13 assumed to bear North 0 degraeo 08 minules 39 eeconr6 East. TOTAL SITE AREA: 1127649 S F, - 29.19 AC. WETLANDAREA'.O S F.= SAC RIGHT OF WAY AREA' 424,16881`.= 9.74AC, NET AREA'. 803,3918 F. =10.44 AC. TOTAL SINGLE FAMILY LOTS =68 NET DENSITY =22 WA THE PROPERTY IS ZONED A-1 AGRICULTURAL- RURAL SERVICE PROPOSEDZOMNG; R-5 RESIDENTIAL-SfNGLE-ANDTWO-FAMILY DISTRICT PROPOSED SETBACK INFORMATION: SINGLE FAMILY ARTERIAUMAJOR COLLECTOR - 65 FT. FRONT - 25 FT. HOUSE - 30 FT, GARAGE REAR-20FT. SIDE - 7 FT. SIDE (CORNER) - AS REQUIRED FOR THE FRONTYARD MINIMUM LOT AREA - 9,000 S.F. MINIMUM LOT WIDTH - 60 FT. (INTERIOR) MINIMUM LOT WIDTH - 90 FT. (CORNER) MINIMUM LOT DEPTH- 100 FT. PROPOSED ZONING: B-2 HIGHWAY COMMERCIAL DISTRICT PROPOSED SETBACK INFORMATION: FRONT -30 FT, REAR -20 FT. SIDE - 10 FT. - 35FT. ABUTTING A RESIDENTIAL DISTRICT SIDE (CORNER) - 30 FT, MINIMUM LOT AREA - I AC. MINIMUM LOT WIDTH - 200 FT. PHASE 1 PHASE 2 Lot Area Table Phase 1 Parcel# Lot/Block Area 1 1/1 9645 2 211 9001 3 3/1 9001 4 4/1 9001 5 5/1 1 9001 6 6/1 9001 7 7/1 9001 8 8/1 9026 9 9/1 14877 10 12 13491 11 22 9000 12 32 9000 13 42 9000 14 52 9008 15 82 9000 16 72 9000 17 82 13617 Lot Area Table Phase 1 Parcel# Lo17Block Area 18 1/3 12171 19 2/3 9011 20 3/3 9004 21 4/3 9004 22 5/3 9004 23 6/3 9004 24 7/3 13793 25 1/4 13442 26 2/4 9000 27 3/4 9000 28 4/4 9128 29 1/5 120760 30 OUTLOT A 63035 31 OUTLOT 8 22761 32 OUTLOT C 23892 33 ROW PH 1 291938 DRAINAGE AND UTILITY EASEMENTS ARE SHOWNTHUS: (NOT TO SCALE) II 5—� II II _L -j' LJ_ 10 10 BEING 5 FEET IN WIDTH Af DADJOIN.NG LOT LINES, MILESS OTHERWISE SHOWN, AND 10 FEET IN WIDTH AND ADJOINING RGHr OF WAY LINES UNLESS OTHERWISE SHOWN Lot Area Table Phase 2 Parcel# Lot/Block Area 34 2-1/1 11156 35 2-2/1 11320 36 2-1/2 9000 37 2.2/2 9000 38 2-3/2 9466 39 24/2 9124 40 2-5/2 9000 41 2-6/2 13452 42 2-7/2 13452 43 2-82 9000 44 2-9/2 9078 45 2-10/2 9031 46 2-11/2 9122 47 2-12/2 10066 48 2-1/3 12505 49 2-2/3 9048 50 2-3/3 9038 Lot Area Table Phase 2 Parcel# LoVBlock Area 51 24/3 9028 52 2-5/3 9018 53 2-8/3 9008 54 2-7/3 12579 55 2-1/4 13096 56 2-2/4 9014 57 2-3/4 9041 58 24/4 9047 59 2-5/4 9065 60 2-6/4 9074 61 2-7/4 9000 62 2-OUTLOTA 13892 63 2 -ROW PH 2 132220 •NORM O 0 101 Know what's BeIOW. Call before you dig, ON SITE SOLUTIONS, INC, HENRY HANSEN 5470 OYAM AVE NE ST, MICHAEL MN 55376 TEL 763 2381610 ta O4W PARRISH MEADOWS SINGLE FAMILY & COMMERCIAL OTSEGO, MINNESOTA CD!aAGS avcxEet fort PXv �IOAXu1onY WAIF u^SUEIA&ISOH AMEW IISaq 1010 RumYary WS�tmNal o olW uwmn Rdan+ron Ra semear„Ia„n ,m Iirue—A-a SW Oa FaVRI—e.—lio JE-por V'tAaI.ETM95HEti H496EENAffA000CFO8EY0N01Nr&aEp I AiRwalmANoouoLo.oAmatc AvAuoDocuuan.R.rssewHrAor TME Exc:anuEsr noomovu oocw.mn9 PRELIMINARY PLAT October 14, 2019 O L A N D F O R M from She to Finish 0 105 South Fifth Avenue Tel: 612-252-9070 Suite 513 Fax: 612-252-9077 Minneapolis, MN 55401 Web: landform. FILE NAME C002WHS005 PROJECT NO. WHS15005,001 WIRE FENCI -_ 1 �l% / SB1 ZONING: R-3 RESIDENTIAL LONG RANGE URBAN I 'I SERVICE AREA / / 1 lu 'I i� l ( I 112 J 8663 �I 1 I 73 S89"5033" 34.34 - ZONING: B-3 0 (NEIGHBORHOOD j BUSINESS DISTRICT374 t m °ga LOT I MONITORING WELL,�� ���_ TRANSMISSION LINE Z` (t: EASEMEtn PER \\l 1 I 1 DCC. No01p9248 It' I or y STMH t _ if7 I I I I ZONING; A-1 RURAL S VICE ARE I 21 I :_) ELECTRIC BOX 69.75 I Ni f'-- - - 50 65 j ,.1 1 ZONING: PUD PLANNED UNIT 1 I DEVELOPMENT DISTRICT See CB 0708 AF=goo; { 7�5'_3CP I 1: I E=653 N CB IE=650 6 I_. u - I 87THe ®� SB9 I i RE=8624 W9.7 13 , ! it 86Ap _L-• CB IE= - N89°62'01"E 435:12 -- BE - L=23.49 c \ �R=15.00 v r'1 A89"43'22" Sslii z iA 5(w 77(N) o o Z 18577(5) ( ! L,. �..^ t,+ ; 584 II 13 0683 12 C C8. 1P - E-857. r ' 1 • IP' '2 ... $7120' t3 oInt R. ulEli f CB j RE=8643:1 1 FES RCP es qe) I j EXISTING POND SB7 7 1 lE 71((N) iR ! L E so_ - NWL=856.5 8T7.1m O. 'li s8557E)<;1 X31.. 100-YRHWL=861.3 8751 I ; ( 60 165 i� OVERHEAD POWER LINE REMOVAL BY OTHERS 13 � �sr41W -i6'DIP - i111Tl flT E3 1 ZONING,! R-4 RESIDENTIAL MEDIUM DENSITY DISTRICT CB 15' RCP e,. RE 663.4 IE-Bfi91 I Wee 1. a li Z t IIS N �1 102 f I d 1 FE5 E46re� is IE=067,8 , � RE 8�0 71.7 I tE 1 9°69'3" -- -- -- --- 21� RCP Oils) I _ 0IITLO13 FES 33 RCP ,��'7 l F IE=8830 1 1 - is ARK I i I 2 For construction slaking and surveying earAces contact Landform at 612252.9070. bEMOLITION AND CLEARING NOTES 3. Obtain permits for demotllon, clearing, and disposal poor to beginning. 4. Contact utility service pr°vldere for field locagon oleerdoea 72 house prlorto beginning demotion and cleating, 5. See Sheet C3.6 for sumalon prevention and sediment control measures that must be In place poor to 0, disturbances to sm. Olmenslam shown for removal are approximate, Coordinate with new constmctlonto ensure appropriate 7, removalol°xisdngf°tlldiee. 8. Refer to details for pavement sswcut. Remove concrete walks and curbing to the nearest existing joint beyond consb aU.elimila 9. Complete demolition with minimal dlsmpOon of lmffia Coordinate lane closures with the regulatory authority and provide advance notification to affected emergency response providers 10. Provide baMcetlea lights signs traffic, colonel, and other measures necessary for protecaon and safety of the public and maintain throughout construction 11. Protect structures, Utilities, trees, plant Moral sod, and adjacent property from damage during construdlon unless noted for removal Damage shall be repaired la equal or better condition at no additional war. 12. Remove trees noted Including root stauchoee from the site. Coordinate with owner to mark Use. to be saved or transplanted poor to clearing Protect trees Indicated with Use protection lending per Data 1107.815. 13. Remove existing alfe features Including bUt not limited to underground utrlles paving, curbing, walkways, fencing aprons fighting related loundationa signage botrrds landscaping and stalrweys wlthln the construction IIII unless noted otherwise 14. Coordinate removal relocation termination and re -use of existing private utility services and serums nanesa ith wthe Utlfly Companies. Restore eleWe handhales puuboxes, powerpolee guylines, and structures disturbed by construction in accordance with Utility Owner requirements. 18 Ex testing piping and condusa may be abandoned In-place if filled with sand and if not in location of proposed building or In con®ct with proposed utilities or structures. Terminate existing services at the supply side to conformance with provlder'e alandards 16. Haul demoffillon debris crueller to a fac0ity approved by regulatory authorities for the handling of demolition deboa unless noted otherwise 1 ® :STRUCTURE AND/Oft PAVEMENT REMOVAL :SOIL BORING \\\\\\\\\\\\\ :CURB REMOVAL XXXXXXXXXXXXXXXXXXX :UTILITY LINE REMOVAL a� r :CONSTRUCTION LIMITS / NO O 0 100 Know what's B910W. Call before you dig. 1 VAP MasroarB1 orPEPoa C�EOmeLEYYOr�memooloo nPAaAa A a 10tq:GFAAVP1maMl+c�'Nr.nFAta-cr tME EAGNaA ao P[OUa .rr,pluur). MHma PRELIMINARY PLAT October 14, 2019 From 5fte to Finish 0 6p 105 South Flflh Avenue Tel: 612.252-9070 Suite 513 Fa(: 612.252-9077 Minneapolis, MN 55401 Web: landforrn.nel FILENAME C101WHS005.dwg PROJECT NO. WH518005.001 Soulhx'os10lathe 0f the North-]Qud.,I, Sedian TWenrydwo (22), Tavnah p Ona Hundred Twentyara(121), Range TWEnIy(hree (2J), Yldght Cwnly, Mnrlesda e'+cepl Ea South 40 feel lhereol. ON SITE SOLUTIONS, INC. Andexcap that pan of the Swthweal Quarter of the Northeast Werl_aol6ecDon 22, Township 121, flange 23, Wright count/, HENRY HANSEN Mmneaola, dEammEd as Begncirg at ma alertEaion Orme we:l r�oeoi ata soamneel QaarH Orme Nodhsaal Quomrw:m a I:ne 5470 OYAM AVE NE 4000 Zeal nosh eferd pa Wel wt the eomh He ofeald Southwest Wader of He lroMeaq Wader, than.. 0I sting sale .ad MOW 50(eel,thence...tary poo!'d with ma south Imo a'ad southweel Quarter of He Ilorlmol Wader 23434 feel, ST. MICHAEL, MN 55378 thence wuthHly parallel with he West too of cadSouirI Quade, of He No* -t Quartan 3%60 feet to the north Imo of the TEL 76123&1610 south 4000 feet of said South -I Quaderof the NormeO.-m-,ast Or; men. weshdy alom3 said north I;na23434 fear to the P60 of Beginning And except that pan of the $oulh-dDueler of theNedheset Quare, ofSEdlen22,Tc-I-P 121, Range 23, Wright County, Mmneeotadescrbedeale'lowa: Commsncing al Ee Soumeasi coma,a(sa!d SouEweat QuedH O(me fbnhea5l QuaMr, EEMB Norh 89 degreae 69 m!nuLo 33 e-Ja Well along the Souh the ofaad Soufr t Quartet of the Ibrmeasl QI a daance of 49362fast;thence NorthOdegree900mAules27tEmo EasladsUnceof4000kettothe North I':noof Ee SWuh4°.00feel o(Ea'd5ouhwE:l Qusder of Ee fJalheast Qvader and the Point of BEgmhng; then. tonEnU9lbrih 0 degrEes W miwle9 27 G sends Eon a dafn. oran.l9 real, men. nodnady a melon. of noel rEer along a angemalaurve oon.we 10 ma wear angle of 00 fast, 31 haviaJS ase sd,a lv�v ®� W.1carnal teleer&4lbad the Ewnrk Wast argent Io the last described curve a d, a- of 13591 feel, thence nonheny a de our. of 1316° hal e'or8 a of 135 a deourh of 1316 fee41 l long angeNor a -o mca+e to ma Easl having a cenlrm angle of a deg -60 mmmes 12 seconds and a rad. of 156000 fel; \(fie thence Nath 0 dig,.a 08 mhulc-a 39 seconds East argent m Ea al deecrmerame a daan. of 23.14 feel thence wrtheaatedy end eselwy a dater,. of23,49 fEEI o!ong a argeneal wrve.ruare to the Southeast having a central angle of 69 k416dPo®• o9A depreea 43 fire 22 eeocnde and s radda of 1500 feel, men.lierh 89 dg, -52 minu� 01 s¢wnsk East engem to Ee Iasi d 'ariiced wnre e dsan. of 435.12 fast te me Well fight of way Ince of WRIGHT COUNTY RIGHT OF WAY PIAT No. a, menta South 0 degrees 08 minulea 22 seconds Weal on said rlghl of way a dslaae of 61737 rest, thence soutledy a drsance of 270.42 ' ' • Ieelaa6 aano lie wrveeofea bout 400fact ofcenaalenga ollde of Herlminules 29 ss.nds andandus of 11,So916feet I E fummeoraadgout 4olwfalmmas EwaelaanErolmar4ormaaelWadarmEncer4anhe9 PARRISH MEADOWS Wgreee 69 fs 37 �Y7Esfparzlfelw3!sald 6oNh 1: ims Southwasl QuaMrol Us Nameasl Quaderad"sbnceof 42162featl IhaP 11 fBegnn ng fa me plxpo. /1h de ,pion the Wesllre olsad Salnhwaq Wetter of the Flathsasl Waders°.amEdlo bearN°nhgd gr EeOemnN s39aE°°nd Eaat SINGLE FAMILY & COMMERCIAL EXISTING CONDITIONS OTSEGO, MINNESOTA I. Background Information shown Is from survey by Landform Professional Servlces Minneapolis, Minnesota, March iB 2019 expressly for this project, City of0hago Minnesota record drawings;anduliltyservice • • providers Lendkrmoffemnomnrdy,expme edorwrdfen forinNrmalionprovload by others. Existing project conditions shall be verified poor to beginning construction Emers Inconsistencies or omissions ca -l -ram Pon A4YM:oa Weres, discovered shat be reported to the engineer. Oise ssurlsasou xeviav 1)tap .It P-lren n9 smmNal aAa a', Hue Bae, Fula,.I orm � RE 8�0 71.7 I tE 1 9°69'3" -- -- -- --- 21� RCP Oils) I _ 0IITLO13 FES 33 RCP ,��'7 l F IE=8830 1 1 - is ARK I i I 2 For construction slaking and surveying earAces contact Landform at 612252.9070. bEMOLITION AND CLEARING NOTES 3. Obtain permits for demotllon, clearing, and disposal poor to beginning. 4. Contact utility service pr°vldere for field locagon oleerdoea 72 house prlorto beginning demotion and cleating, 5. See Sheet C3.6 for sumalon prevention and sediment control measures that must be In place poor to 0, disturbances to sm. Olmenslam shown for removal are approximate, Coordinate with new constmctlonto ensure appropriate 7, removalol°xisdngf°tlldiee. 8. Refer to details for pavement sswcut. Remove concrete walks and curbing to the nearest existing joint beyond consb aU.elimila 9. Complete demolition with minimal dlsmpOon of lmffia Coordinate lane closures with the regulatory authority and provide advance notification to affected emergency response providers 10. Provide baMcetlea lights signs traffic, colonel, and other measures necessary for protecaon and safety of the public and maintain throughout construction 11. Protect structures, Utilities, trees, plant Moral sod, and adjacent property from damage during construdlon unless noted for removal Damage shall be repaired la equal or better condition at no additional war. 12. Remove trees noted Including root stauchoee from the site. Coordinate with owner to mark Use. to be saved or transplanted poor to clearing Protect trees Indicated with Use protection lending per Data 1107.815. 13. Remove existing alfe features Including bUt not limited to underground utrlles paving, curbing, walkways, fencing aprons fighting related loundationa signage botrrds landscaping and stalrweys wlthln the construction IIII unless noted otherwise 14. Coordinate removal relocation termination and re -use of existing private utility services and serums nanesa ith wthe Utlfly Companies. Restore eleWe handhales puuboxes, powerpolee guylines, and structures disturbed by construction in accordance with Utility Owner requirements. 18 Ex testing piping and condusa may be abandoned In-place if filled with sand and if not in location of proposed building or In con®ct with proposed utilities or structures. Terminate existing services at the supply side to conformance with provlder'e alandards 16. Haul demoffillon debris crueller to a fac0ity approved by regulatory authorities for the handling of demolition deboa unless noted otherwise 1 ® :STRUCTURE AND/Oft PAVEMENT REMOVAL :SOIL BORING \\\\\\\\\\\\\ :CURB REMOVAL XXXXXXXXXXXXXXXXXXX :UTILITY LINE REMOVAL a� r :CONSTRUCTION LIMITS / NO O 0 100 Know what's B910W. Call before you dig. 1 VAP MasroarB1 orPEPoa C�EOmeLEYYOr�memooloo nPAaAa A a 10tq:GFAAVP1maMl+c�'Nr.nFAta-cr tME EAGNaA ao P[OUa .rr,pluur). MHma PRELIMINARY PLAT October 14, 2019 From 5fte to Finish 0 6p 105 South Flflh Avenue Tel: 612.252-9070 Suite 513 Fa(: 612.252-9077 Minneapolis, MN 55401 Web: landforrn.nel FILENAME C101WHS005.dwg PROJECT NO. WH518005.001 rT- �I­BUOUW�Ir,3_ -Ir--� I -I T/I III III II /�I� II II II II1961 a III s, f 66S IIUIItInII�/ 111 N.E. / / Lott I. For construdlon d.Mng and suNaylrg service. contact Landtom1.16122829070. Commercial BLOCK 5 SITE PLAN NOTES Ni �p0 / �6i 2, obtain all necessary permRs for construction within, or use of, public dghla Future Commercial I I I I EXCEPTION ELECTRIC BOX -c, n 2 � \ drawhgs, and the dlgttal file, $hall be compared to the structural drawings prior to slaking. Z I 4. Building layout angles are parallel with or perpendicular to the property line at the location Indicated. 1,227,649 5. Dimensions shown are to face of curb and exterior face of buAding unless noted otherwise, L--- JT AC, 100.0% Proposed: CLUSTER white painted Wipes 18 Inches on center end at 45 degree angle to diocese of travel. MAIL BOX Pervlous 7. TreshI Recycling Areas: See Architectural Drawings. I I ZONING AND SETBACK SUMMARY O �CJ 0 iv •, RiIHHS9eq& ��Jl EXCEPTION I I PROPOSED SETBACK INFORMATION: SINGLE FAMILY , RTERMU AJORCOLLECT FRONT - 25 FT, HOUSE -30FT. GARAGE NHKKlvH MEADOWS REAR .20 FT. S.F. FT, SIDE (CORNER). AS REQUIRED FOR THE FRONT YARD LOT I t, MINIMUM LOTWIDTH-60 FT. (INTERIOR) Iii MINIMUM LOT WIDTH - FT. (CORNER) --- PROPOSED ZONING: B-2 HIGHWAY COMMERCIAL DISTRICT L L PROPOSED SETBACK INFORMATION: coerce-rec'.1-1I oArt IESUEI REV6wN REV'2V FRONT-30FT. as REAR-20FT. us*d wa 'nasJ..mae can 110. to nam:.wo SIDE -10 FT. - 5 ABUTTING A RESIDENTIAL DISTRICT P,m sv,-na�rm-, rer SIDE (CORNER)) -3030 FT. TH_ N.E. / / Lott I. For construdlon d.Mng and suNaylrg service. contact Landtom1.16122829070. Commercial BLOCK 5 ELECTRIC BOX �I I I I o ----I I I I ----------------- - — — — 87th Street N.E. 3 4 LBASIN INFILTRATION BASIN OUTLOT A r — — OII TUT B 1 .. . I. For construdlon d.Mng and suNaylrg service. contact Landtom1.16122829070. ON SITE SOLUTIONS, INC, SITE PLAN NOTES Ni �p0 / �6i 2, obtain all necessary permRs for construction within, or use of, public dghla Future Commercial I I I I EXCEPTION ELECTRIC BOX -c, the drawings and the digital file shall be reported to the Engineer. The building footprint, as shown on these TEL 76123&1670 drawhgs, and the dlgttal file, $hall be compared to the structural drawings prior to slaking. 3.2% 4. Building layout angles are parallel with or perpendicular to the property line at the location Indicated. 1,227,649 5. Dimensions shown are to face of curb and exterior face of buAding unless noted otherwise, 28.18 AC, 100.0% Proposed: 0. Delineate parking stella with a 4 -Inch wide white painted atdpa. Delineate access alsle$ Win 44nch wide white painted Wipes 18 Inches on center end at 45 degree angle to diocese of travel. Pervlous 7. TreshI Recycling Areas: See Architectural Drawings. S.F. ZONING AND SETBACK SUMMARY O �CJ 0 THE PROPERTY IS ZONED A -I AGRICULTURAL -RURAL SERVICE RiIHHS9eq& ��Jl PROPOSED ZONING: R-5 RESIDENTIAL -SINGLE -ANO TWO-FAMILY DISTRICT S.F. PROPOSED SETBACK INFORMATION: SINGLE FAMILY , RTERMU AJORCOLLECT FRONT - 25 FT, HOUSE -30FT. GARAGE NHKKlvH MEADOWS REAR .20 FT. S.F. FT, SIDE (CORNER). AS REQUIRED FOR THE FRONT YARD SINGLE FAMILY & COMMERCIAL MINIMUM LOT AREA - 8,000 S.F. M NIMU MINIMUM LOTWIDTH-60 FT. (INTERIOR) OTSEGO, MINNESOTA MINIMUM LOT WIDTH - FT. (CORNER) 10 MINIMUM LOT DEPTH - 100 FT. PROPOSED ZONING: B-2 HIGHWAY COMMERCIAL DISTRICT CeMAeTF PROPOSED SETBACK INFORMATION: coerce-rec'.1-1I oArt IESUEI REV6wN REV'2V FRONT-30FT. as REAR-20FT. us*d wa 'nasJ..mae can 110. to nam:.wo SIDE -10 FT. - 5 ABUTTING A RESIDENTIAL DISTRICT P,m sv,-na�rm-, rer SIDE (CORNER)) -3030 FT. MINIMUM LOT AREA - I AG. MINIMUM LOT WIDTH. 200 FT. MEN — OII TUT B OUTLOT B ELECTRIC BOX a 0 GENERAL NOTES 1 .. . I. For construdlon d.Mng and suNaylrg service. contact Landtom1.16122829070. ON SITE SOLUTIONS, INC, SITE PLAN NOTES 1,188,774 �p0 / �6i 2, obtain all necessary permRs for construction within, or use of, public dghla Future Commercial I I I I EXCEPTION ELECTRIC BOX -c, OUTLOT B ELECTRIC BOX a 0 GENERAL NOTES 1 .. . I. For construdlon d.Mng and suNaylrg service. contact Landtom1.16122829070. ON SITE SOLUTIONS, INC, SITE PLAN NOTES 1,188,774 S.F. HENRY HANSENf-way, 2, obtain all necessary permRs for construction within, or use of, public dghla 6470 QYAM AVE NE 3, The digit.1file, Which can be obtained from the Engineer, shall be used ror staking. Dlurepandes between ST, MICHAEL, M14 55376 the drawings and the digital file shall be reported to the Engineer. The building footprint, as shown on these TEL 76123&1670 drawhgs, and the dlgttal file, $hall be compared to the structural drawings prior to slaking. 3.2% 4. Building layout angles are parallel with or perpendicular to the property line at the location Indicated. 1,227,649 5. Dimensions shown are to face of curb and exterior face of buAding unless noted otherwise, 28.18 AC, 100.0% Proposed: 0. Delineate parking stella with a 4 -Inch wide white painted atdpa. Delineate access alsle$ Win 44nch wide white painted Wipes 18 Inches on center end at 45 degree angle to diocese of travel. Pervlous 7. TreshI Recycling Areas: See Architectural Drawings. S.F. ZONING AND SETBACK SUMMARY O �CJ 0 THE PROPERTY IS ZONED A -I AGRICULTURAL -RURAL SERVICE RiIHHS9eq& ��Jl PROPOSED ZONING: R-5 RESIDENTIAL -SINGLE -ANO TWO-FAMILY DISTRICT S.F. PROPOSED SETBACK INFORMATION: SINGLE FAMILY , RTERMU AJORCOLLECT FRONT - 25 FT, HOUSE -30FT. GARAGE NHKKlvH MEADOWS REAR .20 FT. S.F. FT, SIDE (CORNER). AS REQUIRED FOR THE FRONT YARD SINGLE FAMILY & COMMERCIAL MINIMUM LOT AREA - 8,000 S.F. M NIMU MINIMUM LOTWIDTH-60 FT. (INTERIOR) OTSEGO, MINNESOTA MINIMUM LOT WIDTH - FT. (CORNER) 10 MINIMUM LOT DEPTH - 100 FT. PROPOSED ZONING: B-2 HIGHWAY COMMERCIAL DISTRICT CeMAeTF PROPOSED SETBACK INFORMATION: coerce-rec'.1-1I oArt IESUEI REV6wN REV'2V FRONT-30FT. REAR-20FT. us*d wa 'nasJ..mae can 110. to nam:.wo SIDE -10 FT. - 5 ABUTTING A RESIDENTIAL DISTRICT P,m sv,-na�rm-, rer SIDE (CORNER)) -3030 FT. MINIMUM LOT AREA - I AG. MINIMUM LOT WIDTH. 200 FT. ExWlmq: Pervlous 1,188,774 S.F. 27.29 AC, 96.8% Impervlous 38,776 S.F. 0.89 AC, 3.2% Total 1,227,649 S.F. 28.18 AC, 100.0% Proposed: Pervlous 374,926 S.F. Set AC. 31,0% Impervious 852,623 S.F. 19.67 AC, 69.0% Total 1,227,549 S.F. 28.18 AC. 10D0% F ------------I EASEMENT LINE--- -� BLOCK 1 I SETBACKS LINE— _j 1 BUILDING PAD — 4_1 LOT LINE LOT WIDTH AT T SETBACK LINE I XXX I I I I L----- - - I MAIN STREET NOTES: 1. GARAGE LOCATION INDICATED BY DRIVEWAY. Aft TYPICAL LOT DETAIL 4 0 Know what's g®IOW. Call before you dig. NO SCALE INmew<e:aNMLHep'mwv P'WeMLY me�i� hb,, ue Mall nn .EJYIk.,ud F,:hrWNEprom,Mm� NESOTA as `M` ssaLc. m !a� Lt wo do 1ofre�6 i:,am�a,�.��u�„� wroruwiPmo,aoa C FTMEeONA sf..AORFOOmL OP£CnYA rA 0T P. IIY AND N cus AVN1000CWAEM, PLFASEOJMAm mE Ew uE n To n muesr Aoourouu oocuu�ns PRELIMINARY PLAT October 14, 2019 L A N D F O R M From Site to Finish So 0 105 South Afth Avenue Tel: 612.252-9070 Suite 513 Fax: 612-252-9077 Minn Spoils, MN 55401 Web: landform.net FILENAME C200WHS005.dwg PROJECT NO, WHS18005,001 I M II I l I II �J6 I; I r 1 I �ry / � 3 I j7 Loll \ j tl CvnmHCAI BLOCK 5 I I I L --- -----------,J/ I R�� I. Fa mnNn¢Irons+aking adsurve)irg son<cW [atlas lendam.16122629070, 2 ladallpmm,Mere. entMtdsprlatob.alnrvrgw0endmalydainfudLalialofcm9nC!lon. Rarv.>reconSdsallstelem W tliltlding nnofl sre permaTvMly stadl¢od e M dsposs N Ofl sM1e. 3 Urn, sol dslu�MR to lheg2drgf As shown. Sche Ueopaaiorslominin tmg!hofmpowreofdsi!aWol . 4 M agetenpraE,cm Eh%naelhem'.rtmumrEWrmn lnsta!lerdmadaneddl,7dor¢rds%wakpoxedslope:ed aro tm ardca,tra sedmml fardedny whd awdm. 6. Rsfa to SWPPP Notesm Shed C36fa a-Mtla-alre¢Iremads 6. E'caJdepmcboarlylnthEECno rudlmsa{—. RaTWeseCmmt holo pond3 psliodcel:y sod a^,a aeas cm!rib9irp Nrafl a. pan—tri(flehirmd 7. Cmtorfor0allp,.Wsen EnrIrmnWale,hdnmtorlrglhelnfiwionEysanurtdiin. volsxmpddydor 6. A16,p..d sots ere. shat Ee dEL1.d lmned Hy!o I mt sal salon In thin porion of ft sto where coni Wm to tenPJraP) a poi-nadly Weed 9. Sad,Sd, MukheMFmO¢a shall msd 1119 fdloving Spedfmakxls, esmded Item S—fsshon ill God MNDOT307e Sed MNDOT 3676 MN TYPE 22-111 @ 30.6 LBIAC-Tanpss" l Cahhd MN TYPE 25161 @ 120 LBIAC- Psrman.nl Tud Mar, h MINDOT 3932, (MUDOT TYPE 1 FD 2 TCNIAC, Digo ArclKKdl FEEII- IrMDOT 338, Genael0—ont MI DOT 296 10. See LendEmpe Shads fa permanent todondlan�capsstz hn.nl. }t. ssr�aagacenl srooN dean E�ty end eveepdmnwceky, 12 cmt twllry 9elvkaprwlmrera rddw;ahm orsankm 721aura pnalonag;nrvrg prednq 13 Rena loth. Gedahnool RWW Papal byldsrand:a Tw,rg Tochno.cgles, Dad 07117/8019, For edjIlmal lnrmnatan on ""IrI mated-[eM �Wa1wA ."' 14. Renese IEI flan pdrg � Wslodp.e Ent Eli. ily fs'o-. 16. Rem Weslpfat.erdgra4htlwaterfian eAcara'Ims P., hu't'ral lifl9 o(Aeble blbad911mmalmal lle�dsats ere wet arp Insab!e 16. An IMEpmdanl Testing Finnshal verirylh9,arlosl oloons end ureulado sots, wt careElim, end cont and ll psriodo apme to Ih.Owna 17. Plat.admmdhl]Wngi,lthlckrre�d)dlow;ltyWodcarpadimeq,IpmW(oohlan W,dedcanpsctlm thrWgha4 lho0 18, Cunpad co—E Is In I s. to%%ofEn'.. Ely do ly S ridProd. (ASTM D69)) -Tl It. top 3 fool, Yash sheltie osrrpededto 100% Cahpad to 98% cl wtaeall deph exceeds 10 reol-The o0s shat ds"In3%U10— r l contend I4and so:. Ipmrors ollhcm o Fnban-1 shat bapedd 96% to Ed lessurin 0 Mdfm Proclor Den ry(ASTM DIFSN. 19, AMErIrnmm,.nofI,Mralonp!1a11ws Any egNprnaA u9ed in Winston Areas Etmd be.nett Ixeld.rld treckd lorlalt pidecm'e lerhelrg.9 ¢1YTvn SYMBOL DESCRIPTION ESTNATEDOUANTRY IFi I.hArvrE, — FOUR—o—MENEAREP40T BUILDING TYPE— XXX.X FgyV07FI3 REAR ELEVATION : UNIT TYPE '.InIAPto.t. 43 Each —m 6,11 Fence 6,440 Fool i 11111)Illlitl111111 - .Carpal or No Log 210Feol PRELIMINARY PLAT LOOKOUT DRP IC i-.� ! f )� ( f d• yehkle TIrcY.nO Pd I Each Eroson Corl Blanks 1209060. YDS ® C—o W.w Am l Cmam:Lm Lkn45 1. GARAGE LOCATION 0700 ECF X EOF Derol�Emagerry0vafaw SlakpleCorito. PAD DETAIL 0 BE — I LA N DIF 0 R M IJ NO SCALE Rae She to FIRM 7' _ 106 South FIOh Avenue Tel: 61&262.9070 Sidle 513 Fax: 612-262-9077 I. Fa mnNn¢Irons+aking adsurve)irg son<cW [atlas lendam.16122629070, 2 ladallpmm,Mere. entMtdsprlatob.alnrvrgw0endmalydainfudLalialofcm9nC!lon. Rarv.>reconSdsallstelem W tliltlding nnofl sre permaTvMly stadl¢od e M dsposs N Ofl sM1e. 3 Urn, sol dslu�MR to lheg2drgf As shown. Sche Ueopaaiorslominin tmg!hofmpowreofdsi!aWol . 4 M agetenpraE,cm Eh%naelhem'.rtmumrEWrmn lnsta!lerdmadaneddl,7dor¢rds%wakpoxedslope:ed aro tm ardca,tra sedmml fardedny whd awdm. 6. Rsfa to SWPPP Notesm Shed C36fa a-Mtla-alre¢Iremads 6. E'caJdepmcboarlylnthEECno rudlmsa{—. RaTWeseCmmt holo pond3 psliodcel:y sod a^,a aeas cm!rib9irp Nrafl a. pan—tri(flehirmd 7. Cmtorfor0allp,.Wsen EnrIrmnWale,hdnmtorlrglhelnfiwionEysanurtdiin. volsxmpddydor 6. A16,p..d sots ere. shat Ee dEL1.d lmned Hy!o I mt sal salon In thin porion of ft sto where coni Wm to tenPJraP) a poi-nadly Weed 9. Sad,Sd, MukheMFmO¢a shall msd 1119 fdloving Spedfmakxls, esmded Item S—fsshon ill God MNDOT307e Sed MNDOT 3676 MN TYPE 22-111 @ 30.6 LBIAC-Tanpss" l Cahhd MN TYPE 25161 @ 120 LBIAC- Psrman.nl Tud Mar, h MINDOT 3932, (MUDOT TYPE 1 FD 2 TCNIAC, Digo ArclKKdl FEEII- IrMDOT 338, Genael0—ont MI DOT 296 10. See LendEmpe Shads fa permanent todondlan�capsstz hn.nl. }t. ssr�aagacenl srooN dean E�ty end eveepdmnwceky, 12 cmt twllry 9elvkaprwlmrera rddw;ahm orsankm 721aura pnalonag;nrvrg prednq 13 Rena loth. Gedahnool RWW Papal byldsrand:a Tw,rg Tochno.cgles, Dad 07117/8019, For edjIlmal lnrmnatan on ""IrI mated-[eM �Wa1wA ."' 14. Renese IEI flan pdrg � Wslodp.e Ent Eli. ily fs'o-. 16. Rem Weslpfat.erdgra4htlwaterfian eAcara'Ims P., hu't'ral lifl9 o(Aeble blbad911mmalmal lle�dsats ere wet arp Insab!e 16. An IMEpmdanl Testing Finnshal verirylh9,arlosl oloons end ureulado sots, wt careElim, end cont and ll psriodo apme to Ih.Owna 17. Plat.admmdhl]Wngi,lthlckrre�d)dlow;ltyWodcarpadimeq,IpmW(oohlan W,dedcanpsctlm thrWgha4 lho0 18, Cunpad co—E Is In I s. to%%ofEn'.. Ely do ly S ridProd. (ASTM D69)) -Tl It. top 3 fool, Yash sheltie osrrpededto 100% Cahpad to 98% cl wtaeall deph exceeds 10 reol-The o0s shat ds"In3%U10— r l contend I4and so:. Ipmrors ollhcm o Fnban-1 shat bapedd 96% to Ed lessurin 0 Mdfm Proclor Den ry(ASTM DIFSN. 19, AMErIrnmm,.nofI,Mralonp!1a11ws Any egNprnaA u9ed in Winston Areas Etmd be.nett Ixeld.rld treckd lorlalt pidecm'e lerhelrg.9 ¢1YTvn SYMBOL DESCRIPTION ESTNATEDOUANTRY IFi I.hArvrE, — FOUR—o—MENEAREP40T BUILDING TYPE— XXX.X FgyV07FI3 REAR ELEVATION : UNIT TYPE '.InIAPto.t. 43 Each —m 6,11 Fence 6,440 Fool i 11111)Illlitl111111 - .Carpal or No Log 210Feol PRELIMINARY PLAT LOOKOUT DRP IC i-.� ! f )� ( f d• yehkle TIrcY.nO Pd I Each Eroson Corl Blanks 1209060. YDS ® C—o W.w Am Cmam:Lm Lkn45 1. GARAGE LOCATION 0700 ECF X EOF Derol�Emagerry0vafaw SlakpleCorito. ON SITE SOLUTIONS, INC. HENRY HANSEN 5470 OYAM AVE NE ST, MICHAEL, MN 55376 TEL 7632381610 CI4tl O PIIPIPda•O4A PARRISH MEADOWS SINGLE FAMILY & COMMERCIAL OTSEGO, MINNESOTA corrtAm ExcwEEaw pwERroa xlsronv -E�PJIEEIIEIREN ON REVEtS' II W�10 0 BohnFre H9 E-11 ow RhiGm-.1 DIS ® NORTH o ° 100 Know what's B®IOWF Call before you dig. IFi I.hArvrE, — FOUR—o—MENEAREP40T BUILDING TYPE— XXX.X FgyV07FI3 REAR ELEVATION : UNIT TYPE RE.on`�suartrAno� otoimenAvnuo�oocuuer0i n atsE rtco WE—sR TOREOrMnrAEDMNALos WWS. FBV.V =FULL BASEMEN xxaxx MIN. BSMT ELEVJLOWEST OPENING ELEV. WALKOUT h1 FBLO =FULLBA6EEN GF=XXX.X ;FRONT GARAGE FLOOR ELEVATION PRELIMINARY PLAT LOOKOUT DRP IC DENOTES NUMBER OF COURSES SIEWO=SPLIT ENTRY WALKOUT GARAGE FLOOR 18 DROPPED FROM TOP OF FOUNDATION October 14, 2019 NOTES; 1. GARAGE LOCATION INDICATED BY DRIVEWAY. PAD DETAIL 0 BE — I LA N DIF 0 R M v NO SCALE Rae She to FIRM 106 South FIOh Avenue Tel: 61&262.9070 Sidle 513 Fax: 612-262-9077 •i Minneapolis, MN 65401 Web: lendform.net FILE NAME C300WHS005dyg I' PROJECT NO. WHS18005.001 ® NORTH o ° 100 Know what's B®IOWF Call before you dig. - I ON SITE SOLUTIONS, INC. I II!! HENRY HANSEN 6470 QYAM AVE NE I 1 I ST. MICHAEL, MN 65376 FE&CE WIRE TEL 7632301610 —X—X— g x— x x x �', x� ` x x`, _ ELECTRICROX-- ��— li I �6I ✓i I _ i I I! I m l --------------------I m16 I I I I II � M1/ I I I I 'I CI4tl OP II I rfiIPoM®lOTA 1 ' Lot 1 1. I i 50 65 ! , III I ... Commercial PARRISH MEADOWS '� `� � � �� I SINGLE FRMILY &COMMERCIAL I BLOCK 5 i l OTSEGO, MINNESOTA eat N.E. I I I � - <aaam moxesl wenxvaxroaxisloxv _ � I I I � oarE ssusreEvmat asv�v I r I � I I I uaaxro e�cwins,ea�Iaam=. ouo l m/ a3i l I V ----------------------------- I 2 I I+ ami ,•� � , Street E. ml I �0� 3 m J I 4 I BASI EDF �I I Nw„xe. nanai.� / � I � (1� I � 1J v I I 2 .e�ru�•�.aEa wm�esora I I I \ 1 I I I•r: R��xa ` - -- °mI — ----- — �- I I I ,•1����,�Am LL w� � I I ,1 .a�mmm.dmmnmm ,�aw,�rt�od Coo CommercialFuture1, I I scxaT E ruoe m n o m vasnEaxexor ` l m eE Tx.s w mu xoouemeew o Iarwom ," Ii _ m _ I11 1 •• x WT 1u �m°oa�"oEsiwo°m°aiuoauwsCO Lot P PRELIMINARY LAT � L k II J l II October 14, 2019 -- — , n I RomsffimHltl3h ® F 0 ® • 105 South Fifth Avenue Tel: 012.252.9070 Suite 613 Fate: 612-252-9077 Minneapolis, MN 66401 Web; lendform.not O FILENAME C301WHS005dvg NORTH PROJECT NO, WHS16005001 GRADING & DRAINAGEO 0 60 NORTH Know whars B®IOW. C011 Won you dlg. en r—� — I it II 073.6 SELO ®\ I - GF=0746 I "I — — 7 -- — — -- -- -- -- -- 1 3 1 4 5 I I it _ I _ II 0739 I 8747 I 8EL0 SELO ©\ I / L X OFW74.9 OF�76,7 � ' I L_ L_ J 31 -- -- — I J� I 2 I I BLK 1 I I 6 II I 7 / 0764 S -LO OF 878A �® I 1 -- — _ I I 873.8 SEL° / ®� GF 87g6 L_ J 72 II _ it 0738 I SELO ®\ L OF 874.8 � L_ _J 26 II I 875.3 I SELO OF 8763 I / ®\ I L_ 74, --------------------I m16 I I I I II � M1/ I I I I 'I CI4tl OP II I rfiIPoM®lOTA 1 ' Lot 1 1. I i 50 65 ! , III I ... Commercial PARRISH MEADOWS '� `� � � �� I SINGLE FRMILY &COMMERCIAL I BLOCK 5 i l OTSEGO, MINNESOTA eat N.E. I I I � - <aaam moxesl wenxvaxroaxisloxv _ � I I I � oarE ssusreEvmat asv�v I r I � I I I uaaxro e�cwins,ea�Iaam=. ouo l m/ a3i l I V ----------------------------- I 2 I I+ ami ,•� � , Street E. ml I �0� 3 m J I 4 I BASI EDF �I I Nw„xe. nanai.� / � I � (1� I � 1J v I I 2 .e�ru�•�.aEa wm�esora I I I \ 1 I I I•r: R��xa ` - -- °mI — ----- — �- I I I ,•1����,�Am LL w� � I I ,1 .a�mmm.dmmnmm ,�aw,�rt�od Coo CommercialFuture1, I I scxaT E ruoe m n o m vasnEaxexor ` l m eE Tx.s w mu xoouemeew o Iarwom ," Ii _ m _ I11 1 •• x WT 1u �m°oa�"oEsiwo°m°aiuoauwsCO Lot P PRELIMINARY LAT � L k II J l II October 14, 2019 -- — , n I RomsffimHltl3h ® F 0 ® • 105 South Fifth Avenue Tel: 012.252.9070 Suite 613 Fate: 612-252-9077 Minneapolis, MN 66401 Web; lendform.not O FILENAME C301WHS005dvg NORTH PROJECT NO, WHS16005001 GRADING & DRAINAGEO 0 60 NORTH Know whars B®IOW. C011 Won you dlg. I 87th Sti r— i �� — I b 8 j�7.-- -- I I oa — -- — I 7 s ml 6 Ir 23 —J � _7Ell, I \ 4 7 I �°�� I C•1 t— ��" 4 I ( 5 II I N� m�0 I fl I I C _p7— _ F-EOF EOF I 8 866 ejll ! I I{Illy a INFILTRATION E D.r BASIN p 9 I ! --- " (I I ,• , S _ N•E. f Street._.__.___ I € 671 — I P r— ------ —. ii AS — --- — VIA 2 XXX X : REAR ELEVATION BUILDING TYPE FBWOIFB :UNIT TYPE -• FM -FULL BASEMErIT WAIN OUT POLO =FULL BASEMENT wc.xxaroc% MIN. BSMT ELEVILOWEST OPENING ELEV, GF=XXX.X FROM GARAGE FLOOR ELEVATION LOOKOUT SEWO=SPLIT ENTRY DRP DENOTES NUMBER OF COURSES 10 GARAGE FLOOR IS DROPPED FROM WALKOUT TOP OF FOUNDATION NOTES 1. GARAGE LOCATION INDICATED BY DRIVEWAY. --------------------I m16 I I I I II � M1/ I I I I 'I CI4tl OP II I rfiIPoM®lOTA 1 ' Lot 1 1. I i 50 65 ! , III I ... Commercial PARRISH MEADOWS '� `� � � �� I SINGLE FRMILY &COMMERCIAL I BLOCK 5 i l OTSEGO, MINNESOTA eat N.E. I I I � - <aaam moxesl wenxvaxroaxisloxv _ � I I I � oarE ssusreEvmat asv�v I r I � I I I uaaxro e�cwins,ea�Iaam=. ouo l m/ a3i l I V ----------------------------- I 2 I I+ ami ,•� � , Street E. ml I �0� 3 m J I 4 I BASI EDF �I I Nw„xe. nanai.� / � I � (1� I � 1J v I I 2 .e�ru�•�.aEa wm�esora I I I \ 1 I I I•r: R��xa ` - -- °mI — ----- — �- I I I ,•1����,�Am LL w� � I I ,1 .a�mmm.dmmnmm ,�aw,�rt�od Coo CommercialFuture1, I I scxaT E ruoe m n o m vasnEaxexor ` l m eE Tx.s w mu xoouemeew o Iarwom ," Ii _ m _ I11 1 •• x WT 1u �m°oa�"oEsiwo°m°aiuoauwsCO Lot P PRELIMINARY LAT � L k II J l II October 14, 2019 -- — , n I RomsffimHltl3h ® F 0 ® • 105 South Fifth Avenue Tel: 012.252.9070 Suite 613 Fate: 612-252-9077 Minneapolis, MN 66401 Web; lendform.not O FILENAME C301WHS005dvg NORTH PROJECT NO, WHS16005001 GRADING & DRAINAGEO 0 60 NORTH Know whars B®IOW. C011 Won you dlg. F-- — —~ EOF a ���� it I _ _ ON SITE SOLUTIONS, INC, HENRY HANSEN M AVE NE L INFILTIZAT(ON E i DASI d, "�,��� 5470oYA V I I I I \ ST. MICHAEL, MN 55376 EOF a7ss2AI610 zalem i ( � BASIN 01. I I I J I �� — ----------- N.E. — I 87t Street y L — _ _ 1 i s i e ' L _ PARRISH MEADOWS .f SINGLE FAMILY & COMMERCIAL AS Future i OTSEGO, MINNESOTA Commercial Lot I x�rE �sxxE,x�o, 1 e r--....IcoMncrr,-ExonnmPxonnsroxr I ; � � �I � pt-Irf,Y P,tlmbaY PW PEYhW O — o: 2 � � r 2��� " v / LLFcrFIc ex'e L— ---- — _ — — -- — — = --- — I t, �Og 4 9� 3 i 6 '\ I w a 3 1I i I _ " 1 g 50 65 , a j 6 I 111 F •jL a I Ir I ----- --- T I --- — — �— --- _ I I I AlI Street ( I : 86th r + I I r;. I / i las 6 as a.e a.7 as' II I1 jJr 1 87 I I / �ILec1Pc'eoz -j. �L \6®5 j (r•� f 1 \.SEL.O /\O 878.5 8780 O I� I SEO_ J \6EL0 Ir \SELOJ ` I \S87E6L.O . 0 / I I `.\\• l II I 'I II o 0 -HI Jb C._ FYI I 1 I 2 3 4 5 I 6 7 tih� 1 i� I I v h _ ------------ -- — `---- --- --- f`Y� ✓1". L----- — I'--- ----- -"---'� --�—/ , •." FrxessxnnPF, scnron Pai sexFcnv.ca nPexm -- •.'• Y50LE1N9sHEEf IU.9 effA'rtafioouCme o. 9m i 1 xeno.einru0l9 xormwenxvum oowSwrt —ssconTam `[xl<. �_� FO - _ ( PxToua�nsrnoomoxw oaudwrs. 'FCw Fo .� Fo � Fo PO FG To— I': ! F —�— �— _ I 1 PRELIMINARY PLAT October 14, 2019 Lo 'hi � — - - �® � J� L A N D FF O R — — — — ir Ir .r.aomskemFwsh XXX.X : REAR ELEVATION 105 South Fft Avenue TBI: 812.252.9070 BUILDING TYPE FBWJG/FB :UNIT TYPE Suite 613 Fax: 612-262-9077 FBLO m FULL BASEMENT E- F=XXxzx ;MIN. T MT GARAGE FLOOR E OPENING ELEV. O Minn polls, MN 65401 Web: landform.net WALHOE GF=XXXJC ;FRONT GARAGE FLOOR ELEVATION FBLO=FULLBASEMEN LOOK OUT DRP : DENOTES NUMBER OF COURSES SEWO.SPUT ENTRY 10 GARAGE FLOOR IS DROPPED FROM FILENAME C302WHS005,dvg WALKOUT TOP OF FOUNDATION NOTES: NORTH PROJECT NO. WH818005001 1. GARAGE LOCATION INDICATED BY DRIVEWAY, GRADING& DRAINAGE— 10 PAD DETAIL B $eSOUTH NO SCALE Know what's Below. o C0II t»tan you dip. letit.-J N Ei, b fii A• n �epemJ w.Ye rm4 Ntmm>m Prtw'.md Scku. LLC I. The contend Mtnrssota Commotion hlxtnn 5h wafw GeramlFamllPermwq dated August i, 20181s relsrerrzEdln fhsdaatmenles the Pomi TM 6V1PPP Construct" n D ldlowpin0mn SoraManagement Num.""pe mprmepalere dby tandNrm • IAainanance, Plan farpamanent sprmwers, Sups Allcomponoms muslAre keel onsite by the Operate, Th9 0psrsleshall ron!rcl Clnl Erglnaar Hlhsydo not have ell at the above doewmams SITE INFORMATION Sdeiambs, Lad de 45-1633'N L 'rude' 93.34'05'W 9 0 started -a = 350 P­rahr impeaous area 'Ih'n drained area =Ory as PostoonsWcton Impervious area within dsorbad area =190 to Net change in impervious area with'm dsarhd area = IB.I ao. Type ofstertnwaler in ... gament . p"! mon Erasion p..,tionand led:menl c.nhd quanit ere a a shEea 030.034. 1. The Operator snail have primary responsit+.`y and s;gtaf, ilur ity for the de:oiment, implame,bhol, musire rice, Impecton and amendments to the approved SWPPP. Outer I, do. buten all6m to • Ensuring tullwmpliance with the SWPPPaM the PEnnil • ImplEmentng ell elEmena of Ne SWPPP, mcludng foul noltmded lo'. Implementng promptend watereawonanend redmewntrolkeeavres •• Ipkmen6rg all her -slam water magemenl,amtood MUsekaeping BMPe Ensuring that mmaWrrab other than Slam wafer aredscharged'm Wanaise, which will have m aMerse e6edon rereh4ng waters or storm dram sysirms, C-ac oto • Em-ginr,mmae of.L onsandmddscFm,g • Ensuring efmharonof ell unauthahEd d:azharges C-chmehi to mum 0 of the necessary coned one /repair, are made lmmaLeldy, and Nal the Project c ti to win the SWPPP to Permit a d taBsrwed pare at aJ tmcs 1. Opaara must deva" F.Aute, has lanes, management haa cures, Imp smart good housekeeping BMPe must Aaltow ell appAcei Amer she to and fecofbo AIN codes O.Wamnd Safe em HI Ad(OSli and the generalcondtbms and general 2gwremam a of (he wnufmcfron ashost 2. The or shot anI the urs o sbrmwae of an of o is material or was t that may Opera Bryce y epi Ws sortedmeal t ywash dawnslream at carom rola s+ormwala 3. Sold g poi h that have the pole,a to leach 01ubna must be undeca;er. 4, Ctremi and omocpe materia, shall be undarcmer opt' the discharge ofporots a. 5. OpEmtorb hackprogreia of to blow g em crista mope'. pa66etdeh _nal starsge areas vehlde end equip ifurhnt and mainforemmilmoo,comostewari peatamsaccowa,hoah dumpstersoroNerhash amdebmica boars call hits, docfF'es, any other -structural noneorm wat% management 31,Ts any lempore,y-ovad structural BMPe, at, change to the structural B.APe. 6. Suldwarr, Wlededsedmanteiphaltand n eta :Illy Pngdabrapapef,platti,labm,Wnshuctron,md&molrtw d trio and other wades muslbe dgtosed olpmpedy am must campy with MPCA drspasal regiremena, 7, Hoerdi 10'. of gasal: no, point and any hacardovi substance must be property lived in scaled cant none to prevent pills, Free or other discharge. ResticWwmtostom3emsmusiWptoy�dedbpwotvm&',sa Skerehirmesrossof h dousw rte -Its neem lanwwhl P t R Ch.70 Gude t bcs6la. 45 son ! 9 cendary app 8. soluble lo..hmt be scanned so that they are secure rad n notWhoped a knocked wr. 9. Console mimtherwash.rdwase: pEraor must prod 9 rn cora nm Ifo llqu:dam sod res tanerakdbywashout opo -ions TheIqudmso:dw sf�s Int nhdlh g d and New m' Nmuslbetl eg d thatHMes n0lresut fihonthe h t pe to a e. Uq d d :d -la , uslbedbp-d fpopery d' planesw,th MPCA room A li 'n muotte insisteddcent to each washoul fool'y Nal requires se personnel to d:lrze the proper prairies or disposal of wnaEte end etherwoorcul wase. 10. ExWmalvehdwashing vlemal wading of soda and other wn,Wctaaahldes must be Limited to a obtled area of the site. Rmofimudbewnanedamw,Npropedydsposed f I'loardthadegamongibelichedcaab. IT Opemlashalbksreemamestep¢opoant Madwbargeofsp:.[edorleakeddlemmb, mdudng Nd, nom any area where they will be Icadider unloaded as does led in the Pamir. f ONner Henry Han- Enhryrbe arm'. Henry Han- 6470 Duam AVE TE $I M:chool, IAN 55376 76;.238.1610 hhomemmistprisa/}p 9mal cera 2 operant. To Be OElermined Coned Owner mW Comrade, is Se'ockd 3. Long Tam IMmonsium And Operaran. Henry Hansen Emopme .to, Henry Hansen 6470 Do -AVE RE 61 Michael, MN 55376 76323&1610 himmenentapiisaglgmail cam 4. SWPPPDesigner, Randall Hedund, PE Iarri Prefesslaal Services 105 South Far Avenue, Suite 613 Minnaapds, Mn 55401 612538 W60 rhea' lanof-.] Contficetan'. UOIMN,Deslgn Of Condmdlon6WPPP, Ery. Moy3L2022 6. SWPPP Inpedor/Manager: To Ba Delall CabctOwmer until Corri And SWPPP Inspector /"anagensselected. BMP Irahlbban Am Raps, 6. To Be DeRn;nad. Conbd Owneinntl Bl.:Pholatter And Malnhinerbse:'edcd 1. Cmifmdm.cUAy'ndvdes aoson end sedmem control Blfle nsalalan, dEarbg and BruW:'ng, vagnadng obily lnsueston, parnq, end bndirsi I, Inaba perimeter said manlmnhol BMPe Prot to dad.Ictal siren wok R,b,gCmdng Orainage,and Dosone.taleheabfa Intel batons of BMPa. 2 Pwlect inPoaaum areas wVth rgnsbuct.n knary Instal forcing pna W eirtimdnta wrII, 2121-1,,maloe-sreltng an tneltmton bai 3. CoreWdl=lnwporary/perm I�d:meata foot pilo Leland dsWrbaMe In a,lp e.Erse:menlwnhol BMP9 around normal water EVds wihn 4&hours olwmpdan Of ba.,ngmtl:nq. 5 tb m. d. tb rim ells hent pwry/p nl d ba- mn24M rs of out alcrosirudon. 5. Perform work In phos is rimae d,hnb d 1 / one kms. Cosmic, to develop preangpl prior to shdolwork. 6. Sligo, than h n14dsA ddabed end shxkpile wlh penmalu EedTEnl wnlrol B,lPe. Prov de sbL, ize+an Asodo s's IEA 7, Rough grecs sin. 0. Insist]ot"Les. 9. Insatlemally ""'(gas, e!ectne,mmmuruceliorel. 10. Final grade p-ranl seas am coped.4nals 11. Lay, down pas'emenl aggregate and camped 12 Insh!I curbemguffEr, BazJd'I afWfamlhmvm striae daysamprovidea mm=mum ollwo rots Olsod sl to badc.icub. 13. Provide final stabilembon 14. Conned hillimton I Bar m prectces b dorm sada Wri 15. Remove temporary BMPe and dspoce of property. WATERS WITHIN ONE MILE OF SITE I, THE ME IS LOCATED WITHMI MILE AID DISCHARGES TO A SEGMENT OF THE MISSISSIPPI RIVER THAT IS CIAS61FIE0 ASASCEtb ORRECREATIONAL RIVER SEGii PRO,ECTS DISCHARGING TO THESE WATERS IAUST INCORPORATE ADDITIONAL BEST MANAGEIVENT PRACTICES ("I N) OUTLINED IN REhiS 239, 23.10, AND 23.11 OF TFE PERMIT, PHASEIII w4 stn' m<nww4 d PERVIOUS 3377 ACRES b c.,.zlh �Ik eivn 069ACRES 1967ACRES rt -Ili. yy � "Q• f1 f{)) TOTAL DISTURBED AREA 3465ACRES ,spsAdisN � g}. tRf.:t{aaNN' 11 0 sa Pae Orap. nsd:ejWn R 'I u vtuM 4 -us aaa xw 2 SSewhMAE s $ p•e w ry� a a' w �s ar4fi <�� I, THE ME IS LOCATED WITHMI MILE AID DISCHARGES TO A SEGMENT OF THE MISSISSIPPI RIVER THAT IS CIAS61FIE0 ASASCEtb ORRECREATIONAL RIVER SEGii PRO,ECTS DISCHARGING TO THESE WATERS IAUST INCORPORATE ADDITIONAL BEST MANAGEIVENT PRACTICES ("I N) OUTLINED IN REhiS 239, 23.10, AND 23.11 OF TFE PERMIT, PHASEIII IXISPNG_ PROPOSED PERVIOUS 3377 ACRES 1509ACRES IMPERVIOUS 069ACRES 1967ACRES TOTAL 3468ACRES 34.05ACRES TOTAL DISTURBED AREA 3465ACRES DESCRIPTION ESTIMATEDOUANITTY INLETPROTECTION 46 EACH SILT FENCE 3255 FEET COkt'OSTIBIOLOG 385FEET VEHICLE TRACKID3 PAD 3EACH EROS194 CONTROL BLANKET 0,61360. Y0. EROSION PREVENTION ANDSIE-DIMENTCONT OL I, See Gall Dr '.age am EmennCon+rd sheen lot Na beets, end type of temporary ancoor pr ton am sedmem control pro Seat sed mora+nage BIR, son Contud UI y and landscape sheetsforthe bcalan and type olparmarenl eros an ptavanton Em cedmenl cenh.l Blwfl'a. 2 M'. n':mlm Detmbed Fres and Prdocl Natural Fealuraz and Sol Appropriate arnSNcbon praece, B, g conolmocan Lori vagefmva buffer eFp,, horrsonbl dope gmd'ng) shat) N used to m:n-aaoslm. Areae rwl lobe daNrMd (.upas, mntretontasina,ata) shall beproteded vnihcrosWctm a sal knee bEbre work bEgins_ .aI sI equipment method. laminimhe6dl wmpadionoubida offouIdng pads, pavementareas end d:ty trenchesem sha!I use hecVcd equ pmenl WherEva pracfCbla. TopwI shall W ca!,mi and retried to the adept pmdicabi, 3, Fh ooConstructAcOiM rale I at N� land n can effect Impeded and maintained � Y Sediment whlp d s hal be estil.had on all down partial bosom anylpg dent bad oidul6'.ng ad:vitias begin. Thea ped.ces -hall remain I, pace it fine s+abi k.hia, has been asaN.had in accordance an, the Pandit The the 19 of the inslaraion of rad.ment wnhDr Freshet may heedluaad to eo:ommode, albutein ad liEa such as d-9 or glotbinwg or passage nNahlde5. Any short tsrm it 1/ must be compared ss gcidyas posffi!e and the sedmem central prsct'ces shall ba insWled immedoWly after Ne ativiy iswplEted Wwaver, sedmEnl wntrol pradlces shallbOlnsalkdbdere the next preciptelon even) even N the a," Is .1 wmplele. 4. Control Slomlwalar Flowing a,. and Thmuch the Frailest The no-malwetied penmeter of any ampsery or Permanent damage such a-1. tial dans water nom any porion of the coi+uct'en she, or divans water ami the star, shall be subl¢ed within 2001asa1 feel nom the property edge or hen the point of discharge Ino any surface water, Stablihaton of the Iasi 2D3 fineal feel shall becomplEledwithin 24 hours crier oannecs'ng to a surface will SlabTmNsn of the remaining portions of any temporary or pamananl dichea or smaller shall be coma wthln 14 days after connedng to e surface water am Wnshucton in pal ponan of be doh has lempomnly or permanently ceased Temporary or permanent cliches or sweles Ilial are being used as a moment ccmbinmeni system (with property designed rock dich checs,oTheewshallbdabilrzdwthln24h,mafernolsngerbeing urdo sedmem cmhlnmem system. 5. Slablepo ws All ag ,sad soil areas, Including dodples, most be slab].ad Slab:!®:on must sti ed In oda stmt soa o when to n e t nae' 'm that on 1 e ri1 ria n m kyr n w o th'y port o f sbnae tempora y or permanently wooed and wit not resume for 7 sol ride days. Sleb:!raton mud be oanpelew to 7 clary of cessahm of cOnshudon ectviy. Temporarysop stocVyles shall have alt fence or other aRaclve sedmem wntrorsand conrol be paced In surface waters Indud nq soma were,anve'yanwe such cul and gutter syafem9 a cardia and doha soles, there b a bypass In place fa the sfarm water Tsoe ssat d5la IW limesaI Aansdginellw rt1 I NCday or serwmocomponents om nenaaclean aggregate e . lede cl'concrete paktg10aands m�uawseaemm Ifrom t requirement 6.rdP ed Sacce la 0.4.,ad work on d 'ha ode of3.la realer, who t she. Gradin m ewena goods .13 or sl wA po ph g 0 gn c s p 9 ref r Ilequ�e tEchnpues such e9 plias y end slab.!Izatiat practcE9 designed Nr s rep 6lopas(ag dope da'.n.ng end IErmdng). 7. Protect S+am Drain blear All corm den m.eh shall be pro'aded by appropi Bri during construction lmn all eourcee mth p la tel for discharging lathe ,roe heyeb-abbrued Intel p olefion may betempamny removed Te spoofs sorely concern has been identried 0 Prwka Enam DAWa.lOndal Plse Oulela wlmn 24 HOAs After wnn•don to o svdacewatef apennanenl sWmrwa!er beatrnMi system 9. EsW;sh Penmele(Contmo am Sedmenl Bamem Prior o ddorb ng sols on a pmjed sir, esbi moment -hot BMPe on ell dsMrymdienl perimeters and where are contraries to Public 10Room Sediment Ch1and CaDowel Practices D' hag h f ocusemts condtone.,.!on In rami channels rdi Ossol ecaiJag waterer Impact w ill or =iJtrea prprt O'sda rge porn shalbe edEqualeyprofected nom aoilon endsroa bya¢apfedenNgy d:.ss�atm Discharge water conlan g of agmen shall be hosted In remove of or grease prior to dsomtge, bsudarn waters Rekr o PEnni t regi remena fa lamperarya permanent sediment beams. 11 Eslai Subbed Corami Ewa Verde led ng pads shat bee fab. h d hewn on the Guri Dranage,and Eroalm Cmtrolshesh to-hiseha<kirgef sedmem from the condnxt..on site m,o oda-l6treeb. 12 Irtf¢retbn Boom Prdatim Operator most not emavala ImilraLon systems to kap grade a wahin tree (3) feel of fnalgmde um I the conMbul'ng damage area has been conaWdedand fury tubbed unless rigorous amaon prommmm and moment controls have been instilled When ax®vatng an informtm system to within in,. (3) feet of final Sada, operate, chap mark of the area from teary common squpmanl to praveni-pact;. of soils. 13. Dewalarirg6MBann Dfa:.Ning Perri mud garbage Wall a red mem-laden waters relat.d b dewatering a ba=sin draining to a temporary or permanenl sedmanl basin, Discharges most nolwuse areace or scour near the escharge points. 14. Renese Sedmmlhan Surfaiw Wa'r's All sedmem depoo b and setas must be removed from surhw wabre, Indud,,g,1m, ge ways, catch basins, and stet demote systems: and the removal areas msabd¢al withn seven (71 days. I, 1100 pot bule- from Spe6el Waters have been mainbined I, The project does hale mare than fir. (5) torce drar,ing toaw mo tori am the l drai to an lhi or pecal water, Iharehre a temporary sedi-I boon Is mul Rete, to the Glenrq Drdnage, am Ems. Control sheen fa Nriher lnforamts, 2 TemKmry mamenl basins shall provide heatmenl la runoff boron O Wave to const cion site or enters omfam watee.The cono-ada shall coney win the l.towmy , he st rage A. Sedmenai ba. Ip dal storage ti gar canNe2y 24hour he roll event from each sae demedolh besn,w Te mm:-: um o11,800c11a<re I'veslomge velums Orh aria calavb^m has been perprmm,each basin shdlprmlda el lead 3,600 a i/ode live orange) BEdmenhibn norma mull Include a shdl¢edemettancy ovarftow io proven 1 bast n Inlegriy foetal 8. DlscMrge nom lemp_aery sedmantitan basins wtlbe wrthdown tram Ma sudace in order to minimhe the dsdarge of p"uana. 3. D'uharge fare bi cm'g h.I act edverseysaid themosi order or eowntr"poft'. Coharsdar wgl vbvally deck to ensure awhi Imatmarlr' been obhned and that n,:s,nm candoong all not result from the chorargel 4. Any&ct.rge observed to o,2urnng dung the Impeder shall be receded, dearoed, endphotographad 5. If slyProposed l -s-, SVP¢ are mol warkng as Intended rater to te'Storm'wab OmproateAsSilace Toi fors a8 C I don ratom' h4PCA 2017 for adl'6mal abreast., rabr shall tonocl Me SWPPP Desna for odd.anal Coe Ope g fEgu'remenb em Intamaten POST CONSTRUCTION I PERMANENT 13MPS I, Parmilm must ensuremal a trained person will inspect the Entre ame-rwn Gia at least once or server, (7) days coring eclat constructor andwttir 24 hours after a rdnlall mit tgreater than 06lnches In 24 hours 2 Inap;c6ons shall include sttei l¢ed areas, oroslonprevenfion em ox! menlcontrd BMPs, and, "l arronareas. 3. Surface or on or adjacent to the" must be Impacted for eviderme of erosion or sedranl dspoaitmn. 4. Pormiteas must record all inspect wand me;etereme scMilies with:n24 hours o(beng wndndadme detmled'm the Pormii. 6. Inspector R -A cmlenl shall include'. ADearr tlmeofinspact.., B. flame of persons conductor lnspedlons', 0. Fideps oflnspechem, including spade, Iamerans where carectse aeons are needed , B. Coned'rva actions clan including sides, 1I and the parry aging the correctve actor; E. Dales oral mmalaltna greater than 121nchm24hwn(rekrbPamtfoimessur nlr.qu rementa). F, Anydswv eddxhag,Iberewrdre:lu ar dng photographs dascrpto Id hag (sola oder setted or suspended olds I hes r other aW'Ws'ndcaboolpof.mn) and speorot occournofeschatile locate, 0. Arty ameadi to the Permit as ar-It of nspect.ne most be documented whir save, calendar days se desmbed In the Permit A. N hmcian IBr,Ps mibe eyed or replaced the end of to ext busness, da fl discovery ureas a dBoranl time ria eland ed. rep � 7 7 n B F sediment g f lwboon arecanmemdmihad aranlwproceda o tofthe C, R e sed Ih BMPe to pre,hedpthomrdmning to reached 12th h m Int rush emnd property dspxa of resumed his wniforeareas raprevent set from cateng roto BI.M'during subsequent din Evans. D. Ramwe sedmem from pavedroadw.ys Ih. orsda did ofdxwery, E. Remove sedmem from around BA1P p 1 ct gstormd Wide F. skmanawerat'l EJdenceofsed Id Con must ba debt zest ab sedmem remo.Ed wN'n levan celemar of apo � daw,eryaaebledby the Pe I, 0 .'a.andcledonedorcrep. rl fi'hal di aWnoN areas W.I.daeas cenhacbt work areae em matEtN sbrage creat andamageB carinate and whelp belch pante are steered and main+�lned H Replace damaged BlAPe had nor lmga opEnao eReca'vey. 7. Add B4lPs as needed dmmg clambor on to mrlm®eros. and pre-- scimshl ham leaving the Ota. RECORD KEEPING I RECORD RETENTION I. The SWPPP(orignalawp es)including all changes bred i om and maintenance racists shat be kept atthsate during condruciion b/ to Owner IOpem'a who has cperetmal cannot stinal portion olte eta. TheSWPPPcan be kept n elver Ne fad.fficaol'n en Tevehkle dlairg namalwork 3hours. 2 Alcun 1s1 irmlimpth,SWI elm wih the ow gdd.1 d edaonfit for Nreet31 rEa ler subm Ib aide IJ f (Tsrmnafi ib I(CILd am a ha b m to Bet T. ( nThb does rat a yrec dose I Xl 3. Th. blowing soal'sl of recasts that shall be kept at the project she .,.able for lnspeders tome, • Copy of the SWPPP writ any mociifiralrme, • Inspects, end mamtcnancr rcroad; • Permanent paaten and mainanance agmemenb • Calculations for the tksgn of temporary and pormanenl slahrrmer management systems; • Arry aher permits required lar the protect; • Boards of all Impact. and maintenance conducted 4-9 mshucton;and • All permanent coercion and malntarence streamers that have been implemented, mdudmg ell dghkf-Nay, contrazb, covemanb old order b''.ndN reaMhemsnb regad:rg pelletal marnlenanw I, The OWnar/Operela(s) must amend fee SWPPP as necessary to include agerminalmquvements, such as edditanalamadh'ed BMPs, designed m camaprcblems NermTsdaaldssa siNafions es dsbiledln aw Permit STABILIZATIONFINAL 1. TheO,nsrlop--ads) mudencom final ddbi!oaton often, sire. Rmabb:itretbnlacMks: A. Erauringelliessshavepermanchica f. B. Vsteoh've areas mull have Faennlal Wva N'Ilha densly 0170%of a*peded final gr.Wt. TERMINATIONOF COVERAGE 1. Ownarlopereorle)-hlad, o lea inerr, ca-Vermdw the Parmnmusl submits Nance of Temlinalian (NOT) to the all Coat,' rice kh tha Parmitls mgahad Imhla NOT Is submirkd Fakrbthe ParmHfe dsa,is Comliorw Aa su6mitnrg¢NOT !zlWe' A Sif. must have achieved fined shbl'®tm(arar to salon above). 8 The permanent idsmwala themem and re-jantse syrterra moultedeen and all aaumulabd eadment removed. C. All LmPamry avatars amaI n prevenfion and sediment antral BMPe must be remaved from the ria and disposed of Popery 0. Single Fe"Rosdanfal any - Pearl to. moron on lrldNdnt laid Occurs- Nid':ng corshcre, is copbie, temyomry erose, pre -Non end dwngmdenlpe Wwnhol lecemppaa, the residence sass to the homeowner,and the parmA. drat"obe the h&CA'e'Home-, Rod Sheol' re are home-,. E. Agncularal lam any -Ream the ofsurbed land to ib preconsNctm egr'm!hmI use. DEVELOPER ' ON SITE SOLUTIONS, INC, HENRY HANSEN 5470 OYAM AVE NE ST. MICHAEL, MN 55376 TEL 763-238-1610 I ���4Qw0 WIPJ B®OYA H PARRISH MEADOWS SINGLE FAMILY & COMMERCIAL OTSEGO, MINNESOTA asommi shers ar new ANYrecon kmery DALE IsweulsJ15:ON Ini P rata Pr im, ria s,E+.ara con Il Odsolo Prdnrr�ry so s,a-F<vhlom D!.M Ir Tia: ami -Dncalla 1I1A-nYA-1.ria, Is!eL.aTa -treETN4a a--aasusa-. E F DAaial Are 13 NO Lehman A VAIs miJtApm. rE/SE WRA,T A TO ami loome. PLAT October 14, 2019 L A N D F O R M From SHe to F nlsh • • 105 South Fifth Avenue Tel: 612-252-9070 Suite 513 Fax: 612-252-9077 Mlnneapollea MN 55401 Web: landform.nel FILENAME 0303WHS005.DWG PROJECT NO. WHS18OD5.001 MUNICIPALITY ISSUE I REVISION HISTORY I.FRTIFIf.AT[()M .\-A tea% AW%%U \ I - EROSION CONTROL i f PHASE _ = • C3.4 /NORTH ® I ^ I o ao Know what's Below. Call before you dig. 4. . ON SITE SOLUTIONS, INC, HENRY HANSEN 5470 QYAM AVE NE ST. MICHAEL, MN 55376 TEL 763_ 230.1610 li LIT, ° 0 Q HH®a®4A PARRISH MEADOWS SINGLE FAMILY & COMMERCIAL OTSEGO, MINNESOTA FOM0.Ci E1:GiNEEq fUq Wl'1-1-1y QAR 192UEIgEY6i0N FENEY9 ti Svd 1019 PmN,:Mcry es Eidmtti DFEi 11W1J19 Prdminry Flibin,Utl Psv�an, 64R IFTVESOtUN+E. bFAI gFWgl I,E94RECrtYnBOVEAPFN01 V�SFfE,T495NEEl Nh98 4F6FOJlKE0Ffl9X01MFHFFD Fuueelnvallot9xoloxreaaYwnoocw.iFxr nusEcoxrncr rw: ENGINEER ro gFnuFn an smoxu oau�mrt s PRELIMINARY PLAT October 14, 2019 • • L. A N D F O R M From Site to Finish • 105 South Fifth Avenue Tel: 612-252-9070 Suite 613 Fax: 612-252-9077 Minneapolis, MIN 66401 Web: landfornn.nel FILE NAME C305WHS005.dwg PROJECT NO, WHS18006001 I. For wndnxhan ul twd surveyild services vented Land6rm at (H2262 2 Pips hbtsnals Zan DIP Class 62(ANSI A21611MYNA C151) Wabe tSWo Copper Type K (ASTNI S60) Sort Sewer PJC SDR 35(ASTM. D3034, DM,, 8 091)Sen;lary Sewer Service SDR 26, SCHEDULE SO(ASiM DI765, 97074, D2666,8F891) Storm Sen PVC S,4ddu!e 40 (ASTM D1765, D3034 D2E65, 8 F691) RCP 12' 18' CLASS 5 (ASTM C76) RCP 21'CLASS 4(A Vd 076) RCP 24-48' CLAS S3 (ASTMC76) CMP AIumMedfiled Type 2,12'.12T(AASHT0. MM, KI ASTM A92R,A760, RES) 3.Conbct UDlly SerNceprovld-mfaf kill M1onofserVm 72hourmpnorlobeg!nning. 4. Conh.ctor tof d enyl fmn end - b of all Ulilly points I sonnerton prorto conmctsn of anypropos dW[ties. Conhactdb tyE g 'Imm-d I-yiN reds em)d d pa ry, 6. Cmcl IoNMleaI10,Itycmo ppMr1 wnshm:twofnew tleslownfy*Mofedsf 31.n -D. Conladengineer 'm msdat-y it any c,nn�cb are dswvaee 6. Provide meons and mcasurea to preladedpo,l properly tram dsnape during W! y hvlalstM. 7. P4,, Wolin, shown .. from carder of Ehuclura to caner ofshucias or and of and section. 8. Install he..... wlh a!I nonconductive uta'•,tien In acwrdance with Ciy of Otsego Standard. 9. Connect to Cry U!Ili3ea In mardncewith City of Otsego Shrdrd. 10. Core,' QryofOtsego at 763.441.4414 for wet cop lnspobw See Debi 11. Mantan 7.6 of of cover on water, 12. Deflect water to ma!nbin lBindlm:nlmum outside aganuton at san,tary sewsrcros0gs and 244nch mWmum oulside sepanalon elsto—swer"res!ngs Csnler pry.lengths lOP�Idagraelast Sepamlion bedwa-n'Filnls. 13. Concoct Clyof Clh go Engheemg Desed-1,.1763.4414414 for fush'ng,nd pressure'est lnsped,ona. V1 Roddao-mchrgdfwm(ASTMDI621)maalefron on sanitary sewer less than fifeeld., 16, Celan basins In wrbeMgut!el ere comped 2inches below lha guttargmda, REf-sbSh,E1 C7.1. i6. P.63aconduits 6, oala tel-ea,.nd Nher aleclonlo co—loaE'on. n' Carped whcstne,o4a in paved ereaa 695%of roar,—dry darty, Standard Prod.,(ASTM 05%) ..pt the lop 3 feet whlh 0alibe—pacted6lW%. compad to 96%densly where fill deptlt eHseed f0k LTheso4s shsllMxi!hln 3%of optimum massae ardent In 9renuls! sa16 a'I portioM of the emb.nkmenl eha!I M wmpackd 6 rwliess Can 95%0l Mai'ed Proctor 76. 0-I¢ity (ASTM DI657). 19, Adjust sirudures to 5nalgradewhera disMbed Compywhrequhe-,,sof UDtif7, MesHaVg remenbforheMebadnginpared sa Top NN of Hydrant - 250 Feet South of 871h Street NE. Along the vest side of Parrish Avenue NE. EleYellon=ell. 3 (1929 NGVD) E; on = 667.15 (1929 NGVD) per City Retards / ® NORTH 4 r�� O o too Know whorls Below. Call before you dig. ON SITE SOLUTIONS, INC, HENRY HANSEN 6470 OYAM AVE NE ST. MICHAEL, MN 55376 TEL763-238 od"'T" F MIHHIm g PARRISH MEADOWS SINGLE FAMILY & COMMERCIAL OTSEGO, MINNESOTA m7mrsumme Gonnson NGINEe1WRAMPmORh6rPRV DALE IasUEIfiEV15roN flENEW 110tla910 P 'nmM Pi E.emki Pm!eb,� a. IFTIO:aIGNAr1Fea— FoUru,'Ee DIPECRYAap.EIP.Ehon Dleie—A SHEETHoa DEEMPE9RODUCEDaElON04fEen PFf.Dd&InTAXD IDh'O Io—AVP1IDD0 vocunrUs MAOI THE ENGIN�ERie P£dUEfi ADDmarUl DOCU NtD. PRELIMINARY PLAT October 14, 2019 L A N D F O R M From She to FIntsh • 105 South Fifth Avenue Tel: 612-252-9070 Sub 513 Fax: 612-252-9077 Minneapolis, MN 55401 Web: landforinmet FILE NAME C400WHSOD5,dl PROJECT NO. WHS18005,001 BLOCK 5 j I � � HYD. 8' PLUG I h ai Lot 1 24 LF. B' DIP 7 J �N STA0L------ , G — PL STUB - MH 5 875 875 LER r I LU t0' O V. B BOX DEG, DEG, BEND 10"DIP CL 62 _ I�. 8701 ( E)(IsnrldG a+ouN� _ 1870 ��. -. -.. _,,_._.. _-..._�___ _ ,_��•�Mkl1 • 10"xt 'T E0 ------J 4 sax—�- MH 4 87TH STREET to V. N — ---, 10, GV.&Box `N,SHEDCAOUloo (� 10'x10'TEE I� 88 X 865 11865 9 / PHASE—a a 5' _ _ 1 •ROVER bVEfl 1 _.. --------------------------- M,A111 PHASE -2 '� DEG, BEND 1&80X �\ \ WATER�AAIN ------ I N.o HYD. EE DIOUTLOT D L 860 j ATERMA 860 o . I 6' O.V. &BOX I 10 X T PLUG I Y m I 17 LF, 6' DIP I I DIP y 6TA'. 8+84 I 1 i I i a 10'x8' TEE 8661 i j_ 1 11855 - 1 - - - SEE SHEET C4.2 8" P 2I�_BI Flo ear, 'PLUG MH f i I 3 I 8501j 1 1 I850 OUTLOT B B'toto' ) i I I I. INCR SER — IRIM.68782 1846 U II IW:845¢5 (I.. "- �� 20 LF CL 62 C SS I I 8B X 845 �UC'T �1 (MAINT 7.5' O INL W'. 4545 � P 1 - t • I MIN, COVER) I I T. ' DIP 48• ow ' orrvoetaaxa � Sao R 2 I arAhrxA enue 840J PLUG - - - I MH4,� I - n.m- .. -c.• 7 II i 8- dIP CL 52 1 li C ST. ' c E — J I (MAINT. 715'---& MIN, COVER) PLUG n•. I -- l -0+25 0+00 0+50 1+00 1+25 6 III �i I I I 1 1 TRUNK SANITARY SEWER 11 S. Sf.1 C40end C50 for Gen Wand U[Ry mics Top ofkyd1.250 Feet South of 870, Street NE. Alongthe _t ;do of Pard A.— NE. 9e & = 80723 (t9201>M) Elevators007.15(IM NGV0) per Cty R o,,u � V Know whars Below. Call beton you dip. T 0 so 675 STUB - MH 2 675 I 8701 !_ 870 FINISHED GROUfJ{I 1 ON SITE SOLUTIONS, INC, HENRY HANSEN 5470 QYAM AVE NE ST, MICHAEL, MN 55376 TEL7G123a16m CIYV 0 'go 9iIW[d.toYA PARRISH MEADOWS SINGLE FAMILY & COMMERCIAL OTSEGO, MINNESOTA wxraorsw�x enxrmo9xmam oan esunYrt ox rtfl;sW 11'zp?oID PremFnry% 6' tltl 01.91 I/Od4014 PrwmSmry% mNtl xn.dnn, QiMI 875 870 865 860 • 855 /f 850 845 840 _ 835 - I E%ISTI GROUNO� _ AI111 76'MIN.- BLOCK 5 j I � � HYD. 8' PLUG I h ai Lot 1 24 LF. B' DIP 7 J �N STA0L------ , G — PL STUB - MH 5 875 875 LER r I LU t0' O V. B BOX DEG, DEG, BEND 10"DIP CL 62 _ I�. 8701 ( E)(IsnrldG a+ouN� _ 1870 ��. -. -.. _,,_._.. _-..._�___ _ ,_��•�Mkl1 • 10"xt 'T E0 ------J 4 sax—�- MH 4 87TH STREET to V. N — ---, 10, GV.&Box `N,SHEDCAOUloo (� 10'x10'TEE I� 88 X 865 11865 9 / PHASE—a a 5' _ _ 1 •ROVER bVEfl 1 _.. --------------------------- M,A111 PHASE -2 '� DEG, BEND 1&80X �\ \ WATER�AAIN ------ I N.o HYD. EE DIOUTLOT D L 860 j ATERMA 860 o . I 6' O.V. &BOX I 10 X T PLUG I Y m I 17 LF, 6' DIP I I DIP y 6TA'. 8+84 I 1 i I i a 10'x8' TEE 8661 i j_ 1 11855 - 1 - - - SEE SHEET C4.2 8" P 2I�_BI Flo ear, 'PLUG MH f i I 3 I 8501j 1 1 I850 OUTLOT B B'toto' ) i I I I. INCR SER — IRIM.68782 1846 U II IW:845¢5 (I.. "- �� 20 LF CL 62 C SS I I 8B X 845 �UC'T �1 (MAINT 7.5' O INL W'. 4545 � P 1 - t • I MIN, COVER) I I T. ' DIP 48• ow ' orrvoetaaxa � Sao R 2 I arAhrxA enue 840J PLUG - - - I MH4,� I - n.m- .. -c.• 7 II i 8- dIP CL 52 1 li C ST. ' c E — J I (MAINT. 715'---& MIN, COVER) PLUG n•. I -- l -0+25 0+00 0+50 1+00 1+25 6 III �i I I I 1 1 TRUNK SANITARY SEWER 11 S. Sf.1 C40end C50 for Gen Wand U[Ry mics Top ofkyd1.250 Feet South of 870, Street NE. Alongthe _t ;do of Pard A.— NE. 9e & = 80723 (t9201>M) Elevators007.15(IM NGV0) per Cty R o,,u � V Know whars Below. Call beton you dip. T 0 so 675 STUB - MH 2 675 I 8701 !_ 870 FINISHED GROUfJ{I 1 ON SITE SOLUTIONS, INC, HENRY HANSEN 5470 QYAM AVE NE ST, MICHAEL, MN 55376 TEL7G123a16m CIYV 0 'go 9iIW[d.toYA PARRISH MEADOWS SINGLE FAMILY & COMMERCIAL OTSEGO, MINNESOTA wxraorsw�x enxrmo9xmam oan esunYrt ox rtfl;sW 11'zp?oID PremFnry% 6' tltl 01.91 I/Od4014 PrwmSmry% mNtl xn.dnn, QiMI 8501°.r I 1 1850 I I I I 6451i 11845 1 �I I 11 RIM�K12 8401 ia4LIN 47 ! 840 835 10+50 10+00 9+50 9+00 8+50 8+00 7+50 7+00 6+50 6+00 5+50 5+00 4+50 4400 3+50 3+00 2+50 2+00 1+50 1+00 0+50 0+00 -0+25 -0+25 0+00 0+50 PRELIMINARY PLAT October 14, 2019 O O L Aa N D F O R M From She to Finish OO m O 105 South FIfih Avenue Tel: 612-252-9070 Suite 513 Fax; 612-252-9077 Minneapolls, MN 66401 Web: landform.net FILE NAME C401WHS005,dw8 1835 PROJECT NO. WHS18005.001 TRUNK SANITARY SEWER WATERMAIN I 1400 1+25 SHEET NO. �,, .1�a146 865 • /f ( Iro.h cemN lnat w,Omwea 4�R�d 11ao�u�rWrnaM ua Munn r dJYlYswd RaMahnvlET<m Wn FfxNE50ra 865 _ - I E%ISTI GROUNO� _ AI111 76'MIN.- emmm uwaew. a3re O I COVER WATIRRMAIN OVER sy�m„cn a.ay� "trdmLpronmotl 860 _-_ _ 860 LmkhmP - acrale �tl,' uPm,ryud BATF CO - 1i1 1At - 8551 t P LUG 655 _ -.. 49 -'VC SPR35 eP -S-S-s roueLartso neclLvamreaxexor visletE,rrl�s sllPErluseea raaooucroee�uuo lxraaev I 1 j ®0.4 "PV I PLUGO 1 nrJnn®LmaxoeuoLoxcslavw000culmn %eussolmnat r1EEtiGLNffAioft�llEer Mommluooauwre 8501°.r I 1 1850 I I I I 6451i 11845 1 �I I 11 RIM�K12 8401 ia4LIN 47 ! 840 835 10+50 10+00 9+50 9+00 8+50 8+00 7+50 7+00 6+50 6+00 5+50 5+00 4+50 4400 3+50 3+00 2+50 2+00 1+50 1+00 0+50 0+00 -0+25 -0+25 0+00 0+50 PRELIMINARY PLAT October 14, 2019 O O L Aa N D F O R M From She to Finish OO m O 105 South FIfih Avenue Tel: 612-252-9070 Suite 513 Fax; 612-252-9077 Minneapolls, MN 66401 Web: landform.net FILE NAME C401WHS005,dw8 1835 PROJECT NO. WHS18005.001 TRUNK SANITARY SEWER WATERMAIN I 1400 1+25 SHEET NO. �,, .1�a146 875 870 865 860 855 850 la -e' 845 840 835 I I L__ _J U -- O II 6 � J O----------� I I I 17- II I I$ e 1 I 1 SWYE=MA WV=8698 WCS003 "V"' 11 FE'En HYD 1111,25 1 1 6' GN, & BOX DEG, BEN 1 8TO 6' RED. I_ i STA: 2+27 (_---------- 8:;4MH.9 * 8 2 I I t—IBLOdIK 2L ----------- 3 i 6 r I T- - 1 I I I --------------I L-------- J 4, I 5 SEESHEETC-0.6 I- I I FOR SAN. SEWER & WATERMAIN CONTINUATION Ll SDR 26 > —, SEE SHEET C-4.6 1125 FOR SAN, SEWER DEG END & WATERMAIN a CONTINUATION OUTLOT A 8" G.V. & BOX 8'n8' TEE 8' G.V. & BOX PHASE 1 r------------,1 PHASE 2 ------- -- 12 _ I •----------1 II I� 1 I I "I TRUNK SANITARY SEWER ON SITE SOLUTIONS, INC, HENRY HANSEN 5470 OYAM AVE NE ST. MICHAEL, MN 55376 TEL 763238 is(I 12 I----- --J 4-' .mss,, sass r'----- ----I W 0 13 FrF ASE-1— I J I a_____ p �--- -- -ASE 2-- -- S.ShoHC40erdC501crC'erateM Durt7rw,es PARRISH MEADOWS -------- I SINGLE FAMILY & COMMERCIAL OTSEGO, MINNESOTA snr _8' PVC SDR 26 $ .,. MH -5 I • 1 COMACT ENGUEEeiOe AWFWione o'y Top Not olHo,nt-268 Fel South 0187th Stool 14E Alongoo ogre Lssu I-isioit ecv�a+ y west elde of Perm Avenuo NE, U- I II.kA z414 PNrvNm'rfW Edmntl OM EI ,, eM-867929 23 (IM I40ltOt9 mtiwury ea s.emns Rr.a�.m m OUTLOT i 9-e - 067.16, 194 NGVD) w Ot7 R—ds W Na N W W N 1 �_-------SES iV I I 7 O 1 I 1 - -------- Know whaPsBAIOW. Call baron you alp. IIS NORTH 0 50 20+75 20+50 20+00 19+50 19+00 18+50 18400 17+50 17+00 16+50 16+00 15+50 15+00 14+50 14+00 13+50 13+00 12+50 12+00 11+50 11+00 10+50 r5 irnlE ssr+Arvr� sun.aurouALwesa. EcnvnemsAeeuoT vls:as, rve s NEsr sAs eEa saxooucEo sEvouo IrcrwoEn RFhOAIDLIIYAN019 NO1ON0�.IVAW OOCLLSTdT. RFASE WMRCL T4E EUGiNffA TOFEOUESl AOOInON4OOCUIlEtt4 PRELIMINARY PLAT o October 14, 2019 15 L A N D F O R M From Slits to Finish • 10 105 South Fifth Avenue Tel: 612-252-9070 Suite 513 Fax: 612-252-9077 Minneapolis, MN 65401 Web: landfotm.net FILENAME C402WHS005,dw0 15 PROJECT NO. WHS18005.001 TRUNK SANITARY SEWER WATERMAIN �snNs SHEET NO. r —� BLOCK 3 I 7 I ( I I wI ru j II II II it WA BLOC 4 wTERBASIN sI IIi ILIilI 1tIL_4 1II t 6 7 OLITLOT 2 4 5 I L3 4 3 2 I1IL 1 — I PARKVIEW AVENUE 42 600 7676w a 52 r--------------- — 105 10'TEE------------------- — 1125 DEG.10'PLUG FOR I 10" 13 V. 8 BOX 61AINT. 7.5' 0' x 10' TEE BEND PHASE TWO I 11.25 DEG. MAINT.7.6, CONNECTION I BEND f0' PLUG MIN. COVER 10" PLUG MIN, COVER OVER It jATERMAIN I SEE SHEET G4. L PARKVIEW AVENUE N.E. 885 MH 5 - 86TH. STREET INTERSECTION WATERMAIN 885 -0+25 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+25 RRn 8' PVC SOR 26 (SEE SHEET GA, I BLOCK 13 I I �8' G.V. 880X 7 11.25DEG.BEND� 10 RED. �10"Gm. 860X` I 0"x Lot 1 )'TEE 8" Pl. 10"%10' TEE U10' G,V. 8 BOX 911 I BLOCK 5 STUB - MH 4 Sse ShW C4 OeMC50 fa G. -tem UTIV W. O NORTH D 00 880 875 & _ ENISHEI GROUND 8701_ I � I8. —i _-- — I 665 E%ISTM74 GROUND ORM IQ_x-NO - A1Pxe REDUC R IP 4 1Il 860 I SE ----LOWE WATER TO-PREVENT;AIR POC ETa - --- -', - -----, - 850 BE 'PyGSOR35_3040%845 _ _ 61 vrLH-0 RIM11.B�B1 INL IS)'8447Z INl]N -. Mt 101 M 87209 845481 NV 85074 _.. - NL 854.79 INL(NE)�45.E8__. PLUG 8401 _ IIN (N)'. 84472 14N8VD84462 - - - TV 045, W DIA R•1642 -- --- 49'014 R-1642 CRYDET IL300--- 8, -- I R-7642- CIN DETAL 3W I CDV ParkljPpjeN ETAIL 300 AlrePue P kAav gV276 Slelio.72I 27.60 -P$1al�,x 2W Slatloh'. 11+27251 - 8351 i Si19, 19 111 -0+25 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 3+75 5 IYD. iET FLANGE P 871.3 0 5_ 0 5- D 5 D. 5 AV PLUG � HYD. 6" G.V. 8 BOX 8'TO6"RED. i \ STA: 12+99 I TDp NU o/HyAant- 260 Fest SWho18M ShW NE Mpg tha w0.dsofPmhAYa reNE. ElefM.-667.23 (1929 NOVO) ew9 las = 667 16 (1 M NGVD) p. C dy R—s clyn ' Q 4 Know whars Below. Call bNor• you dg. STI IR . MN 1d ON SITE SOLUTIONS, INC. HENRY HANSEN 5470 QYAM AVE NE ST, MICHAEL, MN65376 TEL763-M1610 CITY oP� NIafl4eeoYA PARRISH MEADOWS SINGLE FAMILY & COMMERCIAL OTSEGO, MINNESOTA COMfADt fNQHrFFP fDPANVPftOP HSLORY IIOd2J1YD PNmFay PbtS�bmesl THEE GNANPE, SFN. Cq PoePLktE9 D,PELRY OJEARENOi YS®lE, IHS SNEET HV EEEKAR&ADDUCEOEEr Nt&DED PFAMBMYANDI9 NOLDN.Ee AVAW DCNrAprt, FASECOMAGf 11.E FNe:hEFq t0 PEMN51 ADDITgUL DCCUIEM 9. PRELIMINARY PLAT October 14, 2019 s o L A N D F O R M knn s"e to nimm 105 South Fifth Avenue Tel: 612.252.9070 Suite 513 Fax: 612-252-9077 Minneapolis, MN 65401 Web: landiolm.net FILE NAME C403WHS005dwg PROJECT NO. WHS18005.001 SANITARY SEWER & WATERMAN ARKVIEW AVE. -0+25 0+00 0+50 1+00 1+25 .� •� b�� •., a•SHEET NCO. 146e 880 875 865 855 845 B40 I I ' — — -1 I I — — ---II' I ------ -------- -- ---- --------- I I I I SWYE=0.84 I HYD. S' G.V. 8 BOX 8'xS' TEE 6' PLUG FORPHASE TWO CONNECTION 1125DEG. BEND B'PLUG I I 1 N SWYE6 INV=837 NE2 m III I LU W°s ELEv=arzs IIIIN.=8628 8'O.V.&BOX FOR PHASE TWO O WCS ELEV604 WAS ELEV=8740 'vES ,3 WCS ELE 01ELEV=8731 . 8'x6' TEE CONNECTION LFE=8732 am a� KI � ----— r--BLOIi/� I LNFVE-M1 23 LF. 6' DIP _1 I II I I 1 2 II III STA: 6145 rfl.(:9{; SIW=YE06=201 I N F:1:1wEVf60N I I I I I NI 06 ELEV =073.10=873.4 I LFE=8723-i I 5 6 4 I (i) LFE-T23I IIL 1 U II 16'x10" WETTAP IL ff I L I WITH VALVE 10" TO 6" I L---- _ - ,tl RED. _ J ----J lDLork aED PARK AVENUE N,E. _ 6 — 8 1.60 MH -16 � 35 too 8PVC SDR 35 a MH -15 6B�o ys-.-, 0 „ PCR _.,.... 6"DIP CL 52 I 10"1)1191-52 3 "aE QS BLOCK 3 1 li 1 11 � h II I I------------I II 2 d 'r"A II —J! 1 OUTLOT C I (-..----._..—_ • --1 r -----I r-----0 r------1 r------1 �-4-- II 96 1 , 5 II 4 1 1 3 II 2 II 1 1 I I I I I I I I I I I I I I I I I I I I I I I I I I I r I I II�I SYVYE=O.Ofi SWVE=0.60 SWYE=1+29 SWYE=1.95 I SWYE=2+58 6WYE-3+25 SWYE= 0+60 1 YlYE=1.29 I SEE SHEET Od.I INV=8590 ( IINV=8590 INV=8603 IMV=8613 I INV- 86Z2 INV=E623 IW=0628 INV- 863.4 FOR SERVICE WCS ELEV=8703 I WCS ELEV=8703 I W.C.S FLEV=8700 W 0 6 ELEV=8717 W01 ELEV=872.4 WCS ELEV=072.8 WAS ELEV=0735 I WCS ELEV=874.1 INFO, TRU`EISER3 I TRISER111 3 TRISERB O'RISERB I O'RISER7 O'RISERB LFE= 872 9RISER3 LFE= 872 9'RI6Eft8 I I I I I I I I I I I I I I I I I 1 I I I I i I I I I— II I I rli_J L—_I —� �4-I'L_�� —J L_r� — —� — L_ X - �— —, I I — — -1 I I — — ---II' I I 11.2 DEG, I I D I I I I I I I I I I I I SWYE=0.84 I HYD. S' G.V. 8 BOX 8'xS' TEE 6' PLUG FORPHASE TWO CONNECTION 1125DEG. BEND B'PLUG I I 1 I SWYE6 INV=837 NE2 02 IN E=0.21 INW2s SIWYE= 1. 24 =82 W°s ELEv=arzs IIIIN.=8628 8'O.V.&BOX FOR PHASE TWO O WCS ELEV604 WAS ELEV=8740 'vES ,3 WCS ELE 01ELEV=8731 . 8'x6' TEE CONNECTION LFE=8732 IIV=063 LFE=872.7 I= LFE=8724 ,SWY LFE=8721 LNFVE-M1 23 LF. 6' DIP STA: 6145 1 I I I I I NI r- 5 6 4 I I 3 til II 2 IIL 1 U OUTLOT A Cl J L �p L---- _ ----J lDLork LZ ----J — PARK AVENUE N.E. F - I r- r- ---m- - I I I I I I I I I II II II 1 I6,W E=0.49 I SWYE=1.19 I SWYE 1.78 I SWYE=2+43 ItN= 8002 I INV=860.6 I INV=851 1 I INV- 8616 WCs ELEV=6704 ( WS ELEV=87091 W.01 ELEV=871-41 I WS ELEV=0720 TRISBER607 I TRISER I I 6WIER 8 i I B'RISER 1 it II II II I I I I I 4 HYD. I I I I I 6' GM. & BOX , I i�,� i 2 -23tF DDIPJ dLOei-KJ L2 ---J L-------- STA:9+33 O ptof H,'drenl 250 Fcel6outh o107dl Strsel NE. A!org Mw NORTH —Wesside of PaMsh AYenue NE I Elwation = 88723(1929 NGVD) 0 50 E12'n= 867.15(1929 Novo) Per Oy Records —6'G,V.&BOX _ ;BLOCK 3 I I I I I I L___ J 1----------- I I 21 I I Sce Sht21 C 4 0 ani C50 for General end J0,ty notes — ON SITE SOLUTIONS, INC. HENRY HANSEN 5470 OYAM AVE NE ST. MICHAEL, MN 55376 TEL 760-23Si610 CITY OF 01r8dr4®7oYA 8' PLUG 6' PLUG HYD. :BOX P TEE 12+71 (-Irn LE 10 V Know what's Below. Call before you dig. 880 PARRISH MEADOWS SINGLE FAMILY & COMMERCIAL OTSEGO, MINNESOTA OON-EN —. 141N0 -06Y OAIE ISSU IR 04 aE\kW 11.0"o Pinar mryPWs mem' M.!q .,�rve4e�..dac4®ry -0+25 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+40 5+50 6+00 6+50 7400 7+50 8+00 8+50 9+00 9+50 10400 10+50 11+00 11;50 12+00 12+50 13+00 IrT�scruTuae,sutoarouxuxeso�resanr>awsAaelroT na!a<e Txw sx�r 61s amr aa=aoouceo scmxo u0wom aunneem AAn w xo loxwer A vwo oa u!.mrr. nus a omrAm THE orv. nroamuesrnoomowa oocu�.mrts. PRELIMINARY PLAT October 14, 2019 s • LA N D F O R M From SRe to Finish • • 61) 105 South Fifth Avenue Tel: 612-252-9070 Sidle 513 Fax: 612-252-9077 Minneapolis, MN 56401 Web: landform,net FILE NAME C404WHS005.dWg PROJECT NO. WHSI0005,001 �SEWER ; VWATERMAIN r PARKVIEW A C4.4 13+50 13+75 SHEET N0. 145 .rnM,��mnr�.��.4„uo VViRE FENCE-- I / / % 141E FENCE - X X- %—X % �% H X- q4 --% X Y— X X —X— r----- --Q & BLOCK 6Y 3 G,V.&BOX /�-- F —I F-----1 r —1 F — — — — — I F — — — — — I F----- 6 DP ------7 I 1 I 1 2 3 I 4 5 6 I STA 1+26 7 / / L------------- C I S.VVYE=2.73 I SWYE=204 SWYE= 1.30 I SWYE- M71 6.WYE=0+04 11 6WYE=0.59 1 S.WYE=1+29 INV -8628 INV=0628 INV--0GL6 IYV=8828 INJ=8W.7 INV=0043 INJ�BA.4 F ------- W.06 E7£/=8734 I W09 ELEV=8730 W.a6 ELEV=8730I I WCS ELEV=07J6 1 1 W.0S ELEV-0744 I W.CS ELEV=8751 1 I W.D6 FIEV=0000 LFE=8721 LEE= 8721 LEE= 0721 I 1 LEE= 872.4 LEE= 873.2 VFE=873.8 I LEE=8739 1 2 I I I I I 1 I I I I I I I - - ---1 L- -J 1-- --i L-- -1 1--- - � fi*Gv. _ J IL - ----� I �'-----------J 6BOX &BOX t I - �X� 87TH. STREET 8 x8' TEE 1 10` G.V. 8 BOX LQ U 3 -12 -. . 8'PVC SDR 35 8'PVC ��R 35 MH4 J of e 4.ao 3.m MH -11 z.ao f*bo 10'x10'TEE I ril �----- ----� r -- g B 10'T08 8' �, . d -- -- RED. 0 r----------- w O i I z 1 w 1 I = I & Box LU 4- -� L------- �i I 1 I L --- --- G'J I_---- J I L------ ---- --J z I I 2 I ] l a I 12 87TH. STREET - ----------------BLOCK 2L-- - LOCK ----4 4If"r-7= 880 87TH. STREET 880 876 870 865 860 855 850 845 840 6+25 6+00 5+50 5+00 4+50 4+00 3+50 3+00 2+50 2+00 1+50 1+00 0+60 0+00 -0+25 See ShMC40 and 050 M General and Util!y notes rap Nm of Hfdrarl � 260 Feel sa,m ore7m so -eel NE. alon3 ule wea 'de f Parrkh Avenue NE. Elevation=86723(1829NGVD) Ei—,n= 867.16(1929 NMI per CIV Records $05 Know whars B®IOW. Call before you dig. 1y� N�ORiH��� I e 60 ON SITE SOLUTIONS, INC. HENRY HANSEN 6470 OYAM AVE NE ST. MICHAEL, MN 55376 TEL763-23&1610 0 011", 01, (1) HIMMEMOTA • PARRISH MEADOWS SINGLE FAMILY & COMMERCIAL OTSEGO, MINNESOTA re. CONfAOt ENGINEHi Pofl ANV FNOn Ma10flY OAR IssuElaEv �oN PFYev I7 sopmis emMwv H4 s5.-a'i mm ILW>aw v,dmmmv we s�dma R=.=xn Dn+n 11--A—EEAL 0-1LINE901—YABO1EAPE 1. NS&I.E,iM:55NiEt1U9 BEfN P®ROOVCEO6E1UN0 PnENDED RE/.DaaL8YAN019 NOlONOeVAVAllO DCCU.4bi,RE65EWMll'I llff FNGINHAtOR51UFTA➢OIIIOWY DOeUNeRe. PRELIMINARY PLAT October 14, 2019 s o LA N D F O R M From She to Hnlsh go 0 e 105 South FlN1 Avenue Tel: 612-252-9070 Suite 513 Fax:612-252-9077 Minneapolis. MN 66401 Web: lendform.nel FILENAME C405WHS005.dw0 PROJECT NO, WHS18005.001 SANITARY SEWER & WATERMAIN 11 87TH.STREET C4.5 •/45 885 PARKINGTON AVENUE Sea Shaa1 C40 and C50 fon Ga -1 and UOtf nolao OTw NNolHydrant•2W Feet SoNh o107tll Street l✓E. Along Mia NORTH weal side of P—h AYmue NE. EA 'n 66723(1929 NGVD) 0 50 Fla, aeon= 867, 16(1929 NGVD) per Cly R—de 4� Know whaPs Below. Call bobs you dip. 885 -0+25 0+00 0+50 1400 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+30 7+00 7+50 8+00 8+50 MID 9+50 10+00 10+25 ON SITE SOLUTIONS, INC, HENRY HANSEN 6470 QYAM AVE NE ST. MICHAEL, MN 55376 TR763-238-1610 od"g-gelo PARRISH MEADOWS SINGLE FAMILY & COMMERCIAL OTSEGO, MINNESOTA COMA➢rEA4'xFHl iOaANY ifiIOgHiSiOFY wn: IssuEtaevuox �vw+ vx lol> 11 oa:oe vafi�NPi smJn tq�dao°IN' ��reyt �J the laYl9 of the ahle olh0lN €�4 flrmal�l� C� IfTHESi➢[Seu0a FOMIIHES D:aEDABOVEAAEN0i 1L3E,.Tug SHEETNA9DaFart®fiODUFDElUN➢ T. Witx➢E➢ Fvn➢nearl�AND15x0To- AVAWD[owmrt.RUSEWxtAtT wmx�n ro FmuEsr womoxu ➢ocul,aETs PRELIMINARY PLAT October 14, 2019 • • L A N D F O R M From She to finish • 105 South Fifth Avenue Tel: 612-252-9070 Suits 513 Fax: 612-252-9077 Minneapolis, MN 55401 Web: land(orTn.nel FILENAME C406WHS005.dw0 PROJECT NO, WHS16005.001 SANITARY WATERMAIN PARKINGTON AVE, SHEET N0. l45 A 85TH STREET hLE, t n 1 86TH. STREET -0+25 0+00 0+50 1+00 1{50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6400 6+50 7400 7+25 ON SITE SOLUTIONS, INC, HENRY HANSEN 6470 OYAM AVE NE ST. MICHAEL, MN 65376 TEL76b238-1610 9 CITY *F go (0 HIMMENOTA 6ee6healD40andD661a�GaneslaM Ouhy roles PARRISH MEADOWS SINGLE FAMILY & COMMERCIAL OTSEGO, MINNESOTA Simon 1 1' CONIACTENCixEFq PoBANYffii0fl Ni5TOPY ' ToptlulolHydr,t.250FeetS.Iho1871h Street HE. Along tha onrz IssuctaLvisox BEV. west aide d P -,h Avenue NE, nsop mlA ^-'mq a'w s�=nx oxm Elava[on=06721 (1929NGVD) �lom�o�c a,m.ryem s�.wea<.+=.'rc ouH Elaval:on =667,15 N979t1GVDl p, Ely R—,,h � V Know whops B®IOW. Call boom you O NORTH 0 50 iF-9GxA MSEALOP—LMES C�PECRYAB -U WT VSkLE,TN95uEEf HAS aEIIV FBftCC1.C6eaEY0N0INoo. PRELIMINARY PLAT October 14, 2019 L A N D F O R M From Slte to Finish 0 10 c0 105 South Fifth Avenue Tel: 612-252-9070 Suite 513 Fax:612-252-9077 Minneapolis, MN 55401 Web: landform, net FILENAME C407WHS005.dw0 SANITARY SEWER $ WATERMAIN 86TH, STREET NE C4.7 SHEET NO. 145 —L----- --- L---------`�— ----- —� I --------- YD. 8- ON,' G.V. BOX �—__�_____ i --- Z' i ________—� BLOCK 4 10' TO 8' g 3 RED. 'x6'TEI I Uj iiT:>Eiii3 FifiE LF. 6' IP Z o 1 I 'tJ f1I: ,", 1OI`I I`I'!.I Tk5+ C 7 8'O,V. Z I 8'G.V. HYD. ,'-1ODITi(i 1`! &BOX &BOX6'G,V.880X— — J L-- — — — — .8.x6_ TEED9LF WDIP 10'G. & B0 I 10' PLUG 86TH, STREET 8'x8 TEE =112—CL 5TA O 57 8'PLUG _V o1 CL, ze s1 6a -- .._ ' pMH-18 —� 8' PLUG ' PV SDR, STUB MH- 6• 8' PVCDf%35 76 E�OJ ITiI—'-4.,aJ 10' G.V. BOX I I &BOX10"x10' EiLO(:h; 1 I -- --� r — I r— —I — — — ---I I I — —� I r -- — I I TEE LOT t II I II II II II I I I 11 6Y618 II SV81 6. 48 II II SWYE=0.83 6.WYE- 1.63 YE=08V650 I I.I I WNV=8E5L6EV ELEV I NV=8657 N=0657 I ISV5.b3 1 N=664 IN=8 pT .WACwS86E5I0EV=876.1 LFE20760 LEE= 0746 Vic6 LFE=074.6 ELEV LEE= 0762 W 0 9 ELEV LEE= 8767 9—EVEL£/= LEE -0749 8779 LEE= 8708 I I I I I I I I I I I I I I I I I I I II 6 II II I 1 II 21 I II 1 3 II II 4 II II 5 II I 7 I _ --- G G -- J L .. — — J -------_ ----� G L — — — _ J L — _ — . J BLOCK L — _ _ — J 3 L _ _ _ _ J L — — _ _ _ — — I - F OET— �0 — FO —t OE OE OE OE OE ` FO FO FO FO FO 'OE— OE 6 _ A 85TH STREET hLE, t n 1 86TH. STREET -0+25 0+00 0+50 1+00 1{50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6400 6+50 7400 7+25 ON SITE SOLUTIONS, INC, HENRY HANSEN 6470 OYAM AVE NE ST. MICHAEL, MN 65376 TEL76b238-1610 9 CITY *F go (0 HIMMENOTA 6ee6healD40andD661a�GaneslaM Ouhy roles PARRISH MEADOWS SINGLE FAMILY & COMMERCIAL OTSEGO, MINNESOTA Simon 1 1' CONIACTENCixEFq PoBANYffii0fl Ni5TOPY ' ToptlulolHydr,t.250FeetS.Iho1871h Street HE. Along tha onrz IssuctaLvisox BEV. west aide d P -,h Avenue NE, nsop mlA ^-'mq a'w s�=nx oxm Elava[on=06721 (1929NGVD) �lom�o�c a,m.ryem s�.wea<.+=.'rc ouH Elaval:on =667,15 N979t1GVDl p, Ely R—,,h � V Know whops B®IOW. Call boom you O NORTH 0 50 iF-9GxA MSEALOP—LMES C�PECRYAB -U WT VSkLE,TN95uEEf HAS aEIIV FBftCC1.C6eaEY0N0INoo. PRELIMINARY PLAT October 14, 2019 L A N D F O R M From Slte to Finish 0 10 c0 105 South Fifth Avenue Tel: 612-252-9070 Suite 513 Fax:612-252-9077 Minneapolis, MN 55401 Web: landform, net FILENAME C407WHS005.dw0 SANITARY SEWER $ WATERMAIN 86TH, STREET NE C4.7 SHEET NO. 145 1900 TE ...,,, �L GENERAL NOTES 1 1• 1. FaconslnxLons�irg end survey+rg servkeawntcl larWbm1 01612 252 9070. ON SITE SOLUTIONS, INC, NOTESUTILITY HENRY HANSEN 6470 OYAM AVE NE 2, Pi Maera:% ST. MICHAEL, MN 55376 Welamaln DIP Cl -62 AUSI A21511A751NA 0151) viteriS . CWrType K(ASTM868) TEL 763.2381610 Sanitary SEwa PVC SDR 35(ASTM D3034, D2665, 8 F891) Sanitary Saxer SQrJ,ra SDR26,SCNEDlLF40(ASTM. D1765,D3034,D2655,6F691) Storrn Sewer PVCSchedule40(ASThl D1785,D3034,D2665,SF691) RCP 12'.18' CLASS 6(ASTM 076) 070 RCP 21' CLASS8'CL4(ASTMTM RCP 2448' d1Se (ASTM C76) r l 6teel Type 2, l2'120'(A45MO: M38, Id274;ASih1 A929, A7NJ, ACMP 798)umin¢ed A798) 3. Cont cl NityS p dors for fdd Nxat f E 72ho r,paorlab g' nir,0 CrT ®9 ,I7J/p(yL�, O 4. Contackr tat d ylxaton and el hon of,11 tty po. is f hoop to crosbucoon ofenypropos.-„Abbe (�tl \\V mme Conhaceer br to not Elgmldrzlely l there ne any dsaepari V” Com/ Conhac!Oy Pattern 6. prior to cros5kga to consWctlon OlION ulpi?ariy s to vQdfp;hs oleHistilg lrieS.Cmtct EnengineerImmetllalf WI@3H!®OYA cor-futiuy ileny ;cb ae dsmvered. 6. Pravi O-ro, ad mea,ttes to piolad adacenl property hen damage dung utirty lnstallalbn. 7. Pipe Ifn9h3atare nom mer ofeireataatowterafatmchuaorend ofend maton, PARRISH MEADOWS 6. Went tecerwiraaid, 0InoMondretraM.h,:e%InacoardaaaWin City of 015aga6tndant 9. Connect to City UDii!ies In eo:ordmtce.0 City of Otsego Stndarda. SINGLE FAMILY & COMMERCIAL 10 Cant,tC11ym0tgaan63.441.4414fo,wattpmspecllon$.Debt OTSEGO, MINNESOTA 11. 10- Wn76halofmveron.fier 12 DEn=_d water to ma11ntm 184nch minimum outlda scyarate, at sanitary%exer ormFr % and 244nch m1n:— outside eaparetoo 1 1 ole" aewercros5inga. CEnlet p'pa lEng'h5 to protide greale5l separetion belwaanloint. .—Teras Hi EORANYITmRN!areef 13. CentelCi}yo(Otsego Engineering Depadmant, al763.441.4414 far !uskngend prestura tsl n5paclore. or,a I59VEIRNiLON RENEy 14. Prwlde44nch rigidfoam(ASTM01621)Insutt'mnionsanitryscwer It -the, 3(a0deep, 115x717riiQ Rumanry RYSlma�' C!!R wwlDrs namlmry ays,eme„rmsc°, a. 15. Catchbasins In curb emigurier era sumped2inches below the galla grade. Re(arieSheeIC7,1, 18. Provide condlMsbabla lelevi;ioneM oNer ekctrmi0 cemmunlca4'an. 17. Compact mhasNesw5ln pored ereasbg5%oi rraxunum dy densly, 6laridard Proda(ASTM D698)arsapl the lop3feflwhlch ehallbe rompectd U fi70%, Comped 1098%denartywhare O dsptlr Excfeds 10 hal.lrie sats shill be whh'n 3%of aptlmum mo%lureronlent Ingranular soil ell pod�Ons of Ne embankment sha!I ba mmpachd not Icssthan 95°b o1M1Uiac-0Pratot 1S. Daroiy(ASTM 131557). 19. AdfuslsSUWras to hnalgrede where dsWrbed Compy Adhr,ep:—antof UlOiy. Mzelreglmannorbtalaaffeloadinghmed �eyrll�yy�cl�w1, •1_j InmvLyreaEN,I�PoMf daivx. D-epvrea '_ amiter, MM+IIvn � .GIYIkcmNPah,ekrel EP�x+Wm A Top Nut of Hydrant - 250 Feet Soulh of 0711, Street NE. Along the fres( aide of Partlsh Avenue NE. ` Eli=86723 (1929 N'3VD) EleVatlon= 867.15(1929 NOVD) per City Recordn Rsayc O ` .a a­dm,v-1n. C IFTHE Eifv1ANRE. SEALORlo ra.rd—YABWEAe Nei YiS3LF,1Ni95NEFIHASEFeN REGRaaUCEDEEMNa INeiaEo EQADAaa1rYAN015NOLaNa91A Vino- a-inarre, RCT iMEEt0lxt£A TO REOVESTADDmaNALDCCNUATe PRELIMINARY PLAT October 14, 2019 • • L A N D F O R M From Site to Finish • 105 South Fifth Avenue Tel: 612-252-9070 Suite 513 Fax:612-252-9077 Minneapolis, MN 55401 Web: land(orm.net 1 O FILE NAME C500WHS005,Avg NORTH PROJECT NO, VVHS18005,001 OVERALL O 0 to STORM Know what's BAIOW. Call b.fa'. YOU dig. CB 1201 - FES 1200 175 170 165 160 355_ -0+25 0+00 0+50 1+00 1+25 CBMH 1101 - CB 1103A I III I 1 FE61200 I I I I I I I I I 2 I 7 -- i I I ---BLOQK-2 --------- �— r— 3 i i g I I t CB 11101A - FES 1100 ON SITE SOLUTIONS, INC, HENRY HANSEN 5470 QYAM AVE NE ST, MICHAEL, MN55376 TEL 76323&1610 01' 1111.. l7 l`Y 4`V 0 9s1�4neeovp PARRISH MEADOWS SINGLE FAMILY & COMMERCIAL OTSEGO, MINNESOTA couu7—EEnronavY—R xurary .ASE as.1PE 0. IV. nsop Mts Ewe,,:r..r Rassmaa o�q umooe Raw�.a easwmma v�da�r a STORM SEWER (PHASE ONE) FES 1908 ;i'I; IIII;I II III III • TcP NuI CINyd,anl-2W FEe16onholWtlr btreel NE. Alon9lhe 66a ShaetC40 endD501a Gc-r�aal end Ul!ry noes Q CB 1006A - CBMH 1001 E; ao °'��hA�°1� NCRTR I E%vallon>667,15(18P IM)po0ty Records 4 50 Know whars Below. ExlsnNorourm I ;' IwiN1el. 1875 CB 1004A - FES 1000 Callbel"you�. FES 1906. EXIST. CBMH �Ta 8751 vs 1 I Aara„r,I , IA I I E%ISTINeRWNp cnVOEiAtt 1,0 � rt (e BMJe FIN 6HE0 GROl� w taso,a r nvn eexe �. 875 870 I 11. �fiPn.aaa,o6e,csrzq� ,I 870 870'A nexwoE,r nnroi �a 870 8701 — 870 Mcl�Ni6,ED ORDDD 1 D11 I FMSHED ORO i M \ INl'ea)ed0a ( I 1 EXISTING ROUND _ _. =C—A. 870 865 865_ 865 — 1865 8651 _ 1865 _ _ ha.IvTA 907 — — - ,uND v d u�a I R14 050 �.— a�arvoElna'ns li EO 48? _ �— n ww 865 n1 o B �o46 SPE -- Ile-15oHD 18.80_ 880 _'��j o ?E — 1 �L�, — 1 ea e-1d5�A1�HHDPE -_ 1880 860 u0-15' _ 1860 - 'i'- 24'RCP APRON s� ..1@078% _I. @024`%1 IPE 16 RIW4576N. _ a9ae _ 1 L rt fl I fES 1060 94t16'IAPE ra,crtvoEtnll as y EVLP10 PERCRDETAIL _. ucsen _ _. X0.25% 1 I @01 HDPE PER MI.POT DETAILS 3100631 t0 ; BI 10'RCP _.. i..-yJ11 j6_55 DT 8PER C55 �Y DETAIi600 _.- _ 2V-I6'.RCb ®0 '%__.. _ __.._ 1111 i I) �0 I 3DETAIL 3100 & - / q ( 1511-15,RCP Q _ Jlf/ 855 855 n u'�ai� 866 IrT wvuu, — mL o.�cnx—AREtroT I 860 855 sxe ve,tmonwsreI - QOOONa 'nr��/I IFXIS7 ceMH vsre�,T saue VAW ®eeaxolE01M l — 6HDP% ae�cmpanneo--� —_I_ —...—I i 1 v rF 10 'RIM 08%39 nemnwmAxo uo o m v uooa .rert ansEwrtnar I erAT[n u 1 1 TxEomxemrortwuEsr.monrowuoocu�s�rs _ _ S (ILL W_'. OST 80 I rLr rlr,r on I O L 6 PRELIMINARY PLAT 8 850 8501 — 850 850, I I 85o 55 850 October 94, 2019 - II I I I S I I i 850 845 — 1845 845 8451 184_5 L AN D F 0 R M I �.. r From $Re to Finish 1 105 South Flllh Avenue Tel: 612-252-9070 845 8401 -..L. - (840 8401. _ 111 xuh. -. 840 Suite 513 Fax: 612-252-9077 Afl N'r FR I 840 840 Minneapolis, MN 65401 Web: landform net FILE NAME C601WHS005 dwg 840 8351 1 835 8351 1836 8351 835 PROJECT No. wHsi600s.00l •0+25 STORM ONE +00 0+50 0+00 -0+25 e SHEETNO, 1 145 CB 1301A - FES 1300 T T T T f'-f,f -0+25 0+00 0+50 1+00 1+50 2+00 2+25 PER MNDOT CB 1402A - FES 1400 / e CB 1401A - CBMH 1401 7 375 370 365 360 355 I I I I 3 =� I I FES 1300 L — — — « STM, F 4t I L ---17I F ------ I I I 5 =r I I II 6 BL KSI 1 I r -- I I 117 r O I O r--- CCh 18 1 I I CB1 1 �— — 9 I 87TH . — — — — — — — — — — — — I I I I I I 1 1 8 I I I I ------------- 2 — — — — — — — — — — — I I I I t— 2 I 7 I - - I I I I I ---------- 3 i 6 _ ------ LOC' L 2--------- -----------i i----------- 1-E:1 4 5 I CB 1502 CB 1901 - FES 1900 FES 1400 I II $� III III FES 1900 STORM SEWER (PHASE ONE 3100 ON SITE SOLUTIONS, INC, HENRY HANSEN 6470 OYAM AVE NE ST, MICHAEI MN 55376 TEL761238-1610 IL I I 1 -------------- 0 okra@ Ti --------- E:1gg I d 2 1 L---- -----J 4 _ _ 1 6- = PARRISH MEADOWS 1,1 BLOCK �4 87TH STREET SINGLE FAMILY & COMMERCIAL I OTSEGO, MINNESOTA 3 ASE -1 W I-TA- E-2-------- =2 . 1 L------- ---� caNTaaF EN4'NEER WgRNYPROflH51MF! -----------7 a BAE a,gn ax s, iisop 1419 PM.r.Lvry MeJ:+l1 M.W it Wt4i9 C,Yn+hwry PuSF +tltl Hormne HAfl -I- 4 I I I ' —11 STMH 1501 —STM STM i. » OUTLOT B 4 I FES 1500 See Sheet C40.,dC50 fu, G-1 MUW,ly W. Tap Nut of Hybant 250Feelaouthof87th8tm1NE. A"the west side of Parrish Avarua NE Elavet.-86723 (1929 NOW) CB 1502 - FES 1500 Elerefion = 667.15 (1929 NGVD) pu Oly Rech rlyn r8l" 10U O Know 1MWs B910W. Call botm you dip. NORTH D W -0+25 0+00 0+50 1+00 1+25 -0+25 0+00 0+50 0+75 2+75 2+50 2+00 1+50 1+00 0+50 0+00 -0+25 4+25 4+00 3+50 3+00 2+50 2+00 1+50 1+00 0+50 0+00 -0+25 I Immry � AhNW M, Vswa DmW:ed%ma�rgaMnbn, cM IM In .AU,Ikm+uA RAercorel EprcruNo� Fv+NE50tA Hatl+1G �0 � E�re1N�,�rel ���aa,rAmA c IFTIE alpllANga q 110q FOUfllWE90:RECRV {aMePAENOi w3.aE1H9 sHEEt NA9aET31 PEF'gOaUGE06EY0N0 MTB:aED P.FaoRaYrtYANol3No loNGaVAVPllOooaUt/FM.PIF/SEMNTAti llff FNG:Nffq i0 R&UFSFRagRIpNAl000LLerel,e. PRELIMINARY PLAT October 14, 2019 e e 1. aA N D F O R M from She to Finish 41 105 South Fifth Avenue Tel: 612-252-9070 Suite 513 Fax:612-252-9077 Minneapolis, MN 55401 Web: landform.nel FILENAME C502WHS005.dw0 PROJECT NO, WHS16005.001 STORMSEWERPHASE NE� _..-_,.._..-._.. SHEETNO_ . l45 IXIs ff J. GRWiJDmnj 1 4L0.a�f I I "I Riu Ei01 A.4YA ate 8751_- -.. eu _ "wm 1875 —.... ve�onawa�iii Pl�c�onnxllo - 870 1870 I 1 I 886,1 (� � 866 II � 164.16'RCP 025% `� 28'-15'14DPE @ 166% FES 1300 NV=865 6o 16'RCPAPRON WRCP_ 860 PER MtUOT PER CITY f�ETAIL DETAIL{SI 3100®310 500 I6L LLI MiI V) 660 1 8661 i l 1 I i i � I I � i � _ 1 I I 1 I 1 665 I 850 1 I 1 � I I 850 I 1 - I 8451845 8401 L 1 840 T T T T f'-f,f -0+25 0+00 0+50 1+00 1+50 2+00 2+25 PER MNDOT CB 1402A - FES 1400 / e CB 1401A - CBMH 1401 7 375 370 365 360 355 I I I I 3 =� I I FES 1300 L — — — « STM, F 4t I L ---17I F ------ I I I 5 =r I I II 6 BL KSI 1 I r -- I I 117 r O I O r--- CCh 18 1 I I CB1 1 �— — 9 I 87TH . — — — — — — — — — — — — I I I I I I 1 1 8 I I I I ------------- 2 — — — — — — — — — — — I I I I t— 2 I 7 I - - I I I I I ---------- 3 i 6 _ ------ LOC' L 2--------- -----------i i----------- 1-E:1 4 5 I CB 1502 CB 1901 - FES 1900 FES 1400 I II $� III III FES 1900 STORM SEWER (PHASE ONE 3100 ON SITE SOLUTIONS, INC, HENRY HANSEN 6470 OYAM AVE NE ST, MICHAEI MN 55376 TEL761238-1610 IL I I 1 -------------- 0 okra@ Ti --------- E:1gg I d 2 1 L---- -----J 4 _ _ 1 6- = PARRISH MEADOWS 1,1 BLOCK �4 87TH STREET SINGLE FAMILY & COMMERCIAL I OTSEGO, MINNESOTA 3 ASE -1 W I-TA- E-2-------- =2 . 1 L------- ---� caNTaaF EN4'NEER WgRNYPROflH51MF! -----------7 a BAE a,gn ax s, iisop 1419 PM.r.Lvry MeJ:+l1 M.W it Wt4i9 C,Yn+hwry PuSF +tltl Hormne HAfl -I- 4 I I I ' —11 STMH 1501 —STM STM i. » OUTLOT B 4 I FES 1500 See Sheet C40.,dC50 fu, G-1 MUW,ly W. Tap Nut of Hybant 250Feelaouthof87th8tm1NE. A"the west side of Parrish Avarua NE Elavet.-86723 (1929 NOW) CB 1502 - FES 1500 Elerefion = 667.15 (1929 NGVD) pu Oly Rech rlyn r8l" 10U O Know 1MWs B910W. Call botm you dip. NORTH D W -0+25 0+00 0+50 1+00 1+25 -0+25 0+00 0+50 0+75 2+75 2+50 2+00 1+50 1+00 0+50 0+00 -0+25 4+25 4+00 3+50 3+00 2+50 2+00 1+50 1+00 0+50 0+00 -0+25 I Immry � AhNW M, Vswa DmW:ed%ma�rgaMnbn, cM IM In .AU,Ikm+uA RAercorel EprcruNo� Fv+NE50tA Hatl+1G �0 � E�re1N�,�rel ���aa,rAmA c IFTIE alpllANga q 110q FOUfllWE90:RECRV {aMePAENOi w3.aE1H9 sHEEt NA9aET31 PEF'gOaUGE06EY0N0 MTB:aED P.FaoRaYrtYANol3No loNGaVAVPllOooaUt/FM.PIF/SEMNTAti llff FNG:Nffq i0 R&UFSFRagRIpNAl000LLerel,e. PRELIMINARY PLAT October 14, 2019 e e 1. aA N D F O R M from She to Finish 41 105 South Fifth Avenue Tel: 612-252-9070 Suite 513 Fax:612-252-9077 Minneapolis, MN 55401 Web: landform.nel FILENAME C502WHS005.dw0 PROJECT NO, WHS16005.001 STORMSEWERPHASE NE� _..-_,.._..-._.. SHEETNO_ . l45 FES 1902 - FES 1905 -0+25 0+00 0+50 1+00 1+50 1+75 PER MNOOT r— I I CB 1602A - FES 1600 'HD E A -0+25 0+00 0+50 1+00 1+25 CB1601A-FES 1601 STORM SEWER (PHASE ONE) FES 1802 - FES 1800 - FINISHED ROUND 1 I I 870) � i l � I 1670 I •I I I i I i L rSTINO OftOIAJD II 870 865 _ 885 — _ — -tor- I I I l 4' RCP 866 860 860_ 11 �66Dn FFS 1000 - I�„1 FE 1002 INV 86300 .1 I OE SLR Ca fs FL -d El potion 1 j 1 ID'RCP APROI PER Ma:DOT DETAIL(S) GIT- DET1 0110 ( E I' T IRI '.24'RC ppfi MtIDOT DI PER CRY DET111.2 600 VIA RCRYDETI 860 855 865sum 1001 -_ I IP9. g�. 86300 � � Irv:su3o¢ A W 09 855 8501 IPERcITYPETAIL401 1850 ,0+25 0+00 0+30 0+75 -0+25 0+00 0+50 1+00 1+30 1+76 I BULKHEAD BULKHEAD BULKHEAD I I I Iit CB 1702A - FES 1700 310083110 -0+25 0+00 0+50 1+00 1+30 1+75 CB 1701A - CBMH 1701 -0+25 0+00 0+30 0+75 See 6heel C40 eM C50 fa CEnerel eM tr?ry irotc-9 —t 61d,NutHydrant-260 Fcatbwih o1871h 6teatNE Along me Wesof Pmlhh Avenue NE EIpa4on=86723 11920 t*VD) Nl.ban = 867,15 (1029IMP) Per Qry R—dr II � V Know wws Below. Call Wore you dig. (f) NORTH 0 60 ON SITE SOLUTIONS, INC, HENRY HANSEN 5470 QYAM AVE NE ST. MICHAEL, MN 55376 TEOa2381610 odcllgygoll Maaaaae•oi PARRISH MEADOWS SINGLE FAMILY & COMMERCIAL OTSEGO, MINNESOTA w1rtACI el O1—VVPANV FWOA ­RY OAIE 19aVEIPkl'190N PENEYi ItuAnla eN,.'rory wa ssme.l oma I aamla NnmEmry Rb sud.na xm®w c!.m I�eC Rry,wm,dmm.v Yuba �A m.Im vdu Im Lmrymwe.ea�rt ,mr dno r �tA w�xsc I O ` Lecrsc No lanae LaumaaA,m,a�rt ,y ree<wr mLnrdmena<e n;TFS ANP{SFALOR FOI�flI 90fiEGRY080hARE NOt va, E,aw REEL xA9EE9lNs wucEoeEronv lvraoEo PFPDIfwL� AN019NO1M1061AVAW e0G11Art,RSJ5E00MA0t ERcuEENTOREouEsr APOmoNRLowuLvrts PRELIMINARY PLAT October 14, 2019 LA N D F O R M From She to Finish • • 6) 105 South Fifth Avenue Tel 612-252-9070 Suite 513 Fax: 612-252-9077 Minneapolis, MN 55401 Web: landform.net FILE NAME C503WHS005.dwg STORM SEWER PHASE ONE C5.3 1 I K 'I 2 I I I 660 BULKHEAD - FES 1803 660 660 I 8751 1` r I ! I I L I i � — I 1 875 I I i I I I I k1NISHEoouND I I 8701--- -� ` — —I 1870 _ _I.. �at6wOH I 8651 _ — 865 I—� —— iL I I � (j 1 BUl..D END 1 IEXISHVx3 _ 1 Ai INV8663.34 I I 1 !! 11 111' GROUNID 660 _I i t 'I 11TEner.- ES IfN0� CPEFI1Tlo r : n — 30'RCP ON _ .IEFRMA .lJ 463 PERCRYD OETAIL() 31006310 1 .lER I ` 1 4 PER CRY ETAII p 8551 1855 I � � � I 1 I I �_ l I 850 T R 12 IS T T I T , -0+25 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 3+75 STORM SEWER (PHASE ONE) BULKHEAD - FES 1804 �„�,„„ BULKHEAD tdam" BULKHEAD BULKHEAD I I / / ----� I I I I I i I II 880 880 875- 875 870 870 865 865 860 860 855 855 850 850 &ea Bhael C40 end C60fon General end U4kiT'rwtes Tap Nut of Hydrant -250 Peal So,%0871h 51,M NE. Along Bre west side of Pxr0 Avenue HE, EI Zon =83723 0929 NGVD) Ekva6on =867,15 (1929 NGVD) per Cry R-rds e 8 Q 4' Know whars Blow. Call betoin you do. O NORTH 0 60 BULKHEAD - FES 1805 ON SITE SOLUTIONS, INC, HENRY HANSEN 5470 QYAM AVE NE ST. MICHAEL, MN 55376 TEL763-236-1610 odAko .e PARRISH MEADOWS SINGLE FAMILY & COMMERCIAL OTSEGO, MINNESOTA 4132M e11111 lbNtAOt ENOi11EB1I'Ofl ANV PRIOP HITOPY 1,=o7P,e 110d3'vi9 I -- I- I FINIS -HED�aaouND I u.•wdPm.,s4�i wm wmxemn I Pall G. ` 342'-30- ARCH Lkersaxe. We 0 875 s�eA.,x.«ma2P°e �rrsLn'IP'rweaa lvdb,m PMmo:�lsm lII nh6'e Mmnvuet 870 - _-- 1 YIS.BlE,M9 NASPEENP QaUCEDeEY0n01tREN0ED PFAaAEd�MA ISxOLOH691 AVAU OOCUAFNf.FLEISE00MRET ®0 PRELIMINARY PLAT 865 October 14, 2019 f O 660 — 1 iNIT J From $Re to Finish • 855 105 South Fifth Avenue Tel: 612-262-9070 Sulte513 Fax 612252-9077 Minneapolis, MIN 55401 Web: Iandforrinnet FILENAME C504WHS005.dwg J 1 I\ \TERNG 1 — 6RW D I,mEIT I I! CFI6 � _EFERATiC1. -I a _.. BULIKH I IN DEND � � 663.341 FES I - I30'ftCP AftftON PEA MP DETAIL DETAIL($ I) 3100531 I R�AiJ S�E"1lF.P i r,P:G 0 l ER OR 5301 I ON SITE SOLUTIONS, INC, HENRY HANSEN 5470 QYAM AVE NE ST. MICHAEL, MN 55376 TEL763-236-1610 odAko .e PARRISH MEADOWS SINGLE FAMILY & COMMERCIAL OTSEGO, MINNESOTA 4132M e11111 lbNtAOt ENOi11EB1I'Ofl ANV PRIOP HITOPY 1,=o7P,e 110d3'vi9 -0+25 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 3+75 -0+26 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 3+7 150 PROJECT NO, WHS100D5.001 STORM SEWER PHASE ONE 5 SHEET N0. 145 e I. L wnnlA24YrPnwv W§.mJtyme.ei' LrrvkancMtlallem 860 u.•wdPm.,s4�i wm wmxemn Pall G. ` Lkersaxe. We 0 875 s�eA.,x.«ma2P°e �rrsLn'IP'rweaa lvdb,m PMmo:�lsm nh6'e Mmnvuet 870 - _-- Tis, ArvP�sEuoPro sso cnvAeovEAPE xar YIS.BlE,M9 NASPEENP QaUCEDeEY0n01tREN0ED PFAaAEd�MA ISxOLOH691 AVAU OOCUAFNf.FLEISE00MRET Qk4xffN TO P �VESf Aa01119NN.000N>�le3 PRELIMINARY PLAT 865 October 14, 2019 O 660 L A N D F O R M From $Re to Finish • 855 105 South Fifth Avenue Tel: 612-262-9070 Sulte513 Fax 612252-9077 Minneapolis, MIN 55401 Web: Iandforrinnet FILENAME C504WHS005.dwg -0+25 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 3+75 -0+26 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 3+7 150 PROJECT NO, WHS100D5.001 STORM SEWER PHASE ONE 5 SHEET N0. 145 PER MNDOT I -J B7TH. STREET o -BLOCK 111 1i 1 I = O I — JCB 200 FES 2000 r I I I I 12 I i IL -- ------- 680 CB 2001A - FES 2000 See Sheel040.m O50 for G-1.1 and UNity nota OUTLOT A r ---LOCK 4 7 z ; PHASE 1 t I__J op Nul ofHyd anl•20F 1&o !h0107tl She llE Ao 3C,e I w 1aidsof Parmh AYmue NE. r_----- ----�I I"I IASE 2-------�--------"-1 I EkND1w 667.23(ITA NGVN) I f I_ Ekvarion=687,15 (Is2i Ncvo)pcv c,ty Pacnrd9 i 'i 12 I 6 i li I I -- I I I I I — -- — CK -� I Z CB 2101, C 2101A — — _ — — —1 I , FES 2100�--- 9TM gym"""'—_— _ I ' ; a - I I 1I FES 2200 -- I I _J s ----------- 1 ---------_ , 1---------� � - ; Know what'sB910W. 01A---------- I i--------- I _ i- I I Call bNoroyou dig. 3 1 I 10 4 I I I i I i 1 a -- -------- --------- -----------J--I I O « CB 22 CBM 021 I �_—_— i i--__------- � �--_201 I NORTH 4 I 193 $ I � filo STORM SEWER (PHASE TWO) 880 875 870 865 860 Y MtJDOT 855 850 -0+25 0+00 0+60 1+00 1+50 2+00 2+50 2+75 CB 2201A - FES 2200 880 ON SITE SOLUTIONS, INC, HENRY HANSEN 6470 QYAM AVE HE ST. MICHAEL, MN 55376 TEL7G1238-1610 sacwweeovq PARRISH MEADOWS SINGLE FAMILY & COMMERCIAL OTSEGO, MINNESOTA e e. cmmDi ENCNEiA wP ANr ir;oa ms.oPv DA16 9VEIAEVIS+ON RH1EW tt 9aq pig ounmp�asw„mi w.m 1Poamw mu- sd,mm-a 6.a✓�.e m.m 875 RE OR O PlN 6 RYP➢O PAENOT Vi4L3 Tki99kEEt HA96EENAE£P0DIKEDEMN M 0 REAbAEWfyAR019 NO10!lGkTAYAUD000V�Rrt,P1E49ECONiAOi TFE ENG, 'EEq TO PEOU6T ADDf PONI100CUMEM4 PRELIMINARY PLAT 670 October 14, 2019 s O O 865_ L A N D F O R M From Slee to Flnlsh O 860 105 South Fifth Avenue Tei: 612-252-9070 Suite 513 Fax: 612-252-9077 Minneapolls, MN 55401 Web: landform,nel 855 -0+25 0+00 0+50 1+00 1+50 2+00 2+25 -0+25 0+00 0+50 1+00 1+50 1+75 FILE NAME C505WHS005.dwg PROJECT NO, WHS18005.001 STORM TWO PHASE SHEET N0. /45 PER MN00T OTSEGO FIRE SUE3STAT10H NJ) EAST ADDITIOH 6LOCK 1 LOT 1 885 FES 2303 - FES 2300 I I I li L5 i 8I F --------- I--- -1 I I I I E— 1 7 I I I I I FES 2300 L_ - ---J - cBMH 23o1 86TH, STREET UI 2 z - 1 I W - I a it I i _) 1 1i =T= I I I I �--------fE -i FES CBMHI401, ` fi.ao 4+uc" CBMH 2304 J' z.ao I 1 CBMH 2402 4t — r '— — — — —I — — r — — CB 2442A I I I I I I I I F I I I I II I II II II II 1 I I I I S I I I I I I I I I 1 {I 1 I I I I I I I I I I I I 1 1 II III II II II II i a$I 1 II ISI II II II !L 1 1 1 2 1 1 3 I 4 I 5 I 6 I 7 L__.....J L__—_J L --_—J I --___J L --__J L_ ----J L—_ -----J ---- ES 2303 BLOCK 13 oo i OE EO FO UE OE FO FOE FOE 0 885 380 375 370 83110 8 3110 365 360 355 -0+25 0+00 0+50 1+00 1+50 2+00 2+50 2+75 STORM SEWER (PHASE TWO) -0+25 0+00 0+50 1+00 1+50 1+75 CB 2401 B - CBMH 2401 -0+25 0+00 0+50 1+00 1+25 I I I I I I I I I I I I I I I I I I I I I I I I I I I L _ sea Shea1C4O and C50 for Gene,W end Uti+!) mtea Top NO of Hydrant- 250 Feel SoAhof 87th Srteat NE, Along Ne —W of Pamah Avenue NE. El -al ar -66723 ( I seg NGVD) a—,'.-667.1511ATJ NGM) per Oi /13—da Know whorl B910W. Call tea• you dig. O NORTH 0 60 ON SITE SOLUTIONS, INC, HENRY HANSEN 5470 QYAM AVE HE ST. MICHAEL, MN 55376 TEL 7632301610 alaaeeasA PARRISH MEADOWS SINGLE FAMILY & COMMERCIAL OTSEGO, MINNESOTA wrrtaa Exr,! xEER wR uIr rwoA xlsroRr OAIEqq 159UEIRINWON RWIEtY IIOAaOtp SFV 6�Cel Ac✓mn. DUR .e�rLA�wavaUro�m E,a,m sarA. imw. x,. rosre 0 Lm�abm,PrzMm�alsa.k�tl mh a� hgyAW. dmmeed O Mraynd C irrascxArvuE, sEuoRromL ES D,DacrLVAmvFAficxm VISBLE.iM99H£Ei XA9DF& RO LCEDEEID I.tta.O FEAOAEWIYAN019 NOLONG AVP1N OCUMEM,fIEASEWMACr rNEEtW,4ffAfi fiEOUEif IDPI110Nk DON 4 PRELIMINARY PLAT October 14, 2019 • • L A N D F O R M From Site to Finish • &3 • 105 South Fifth Avenue Tel; 612-252-9070 Suite 513 Fax:612-252-9077 Minneapolis, MN 55401 Web; landforsn.net FILE NAME C506WHS005,dwg PROJECTNO, WHS18005.001 STORM PHASE TWO _...._ -_. SHEET NO: 145 CB 2402A - E 865 _2400 I I 885 880 _ _. I 1880_ EYJBI IN0 GROU jIND R IEE7lW01 Nre -. YDw �imDErue 875 _ --i - 875 FINISHE GRWND W1eoi MO ( i wwe`A" D� PEiA5110 8701 — y -� 1870 I 0� A�._...- 35-�15'FOPE 86FES 5�� I I I �' 66A 1865 IN- 2400 za-u HOP , 16'RCP AFRQ! PER WDOT DETAILS) 310083110 - I ,... MATER l _- PER CITY DETAII,600 Ax qq+IB'FCP AYI I I It 66011@020'h qw erzro TFI rviLul I 1860 aDOAolras 855 866 -0+25 0+00 0+50 1+00 1+50 1+75 CB 2401 B - CBMH 2401 -0+25 0+00 0+50 1+00 1+25 I I I I I I I I I I I I I I I I I I I I I I I I I I I L _ sea Shea1C4O and C50 for Gene,W end Uti+!) mtea Top NO of Hydrant- 250 Feel SoAhof 87th Srteat NE, Along Ne —W of Pamah Avenue NE. El -al ar -66723 ( I seg NGVD) a—,'.-667.1511ATJ NGM) per Oi /13—da Know whorl B910W. Call tea• you dig. O NORTH 0 60 ON SITE SOLUTIONS, INC, HENRY HANSEN 5470 QYAM AVE HE ST. MICHAEL, MN 55376 TEL 7632301610 alaaeeasA PARRISH MEADOWS SINGLE FAMILY & COMMERCIAL OTSEGO, MINNESOTA wrrtaa Exr,! xEER wR uIr rwoA xlsroRr OAIEqq 159UEIRINWON RWIEtY IIOAaOtp SFV 6�Cel Ac✓mn. DUR .e�rLA�wavaUro�m E,a,m sarA. imw. x,. rosre 0 Lm�abm,PrzMm�alsa.k�tl mh a� hgyAW. dmmeed O Mraynd C irrascxArvuE, sEuoRromL ES D,DacrLVAmvFAficxm VISBLE.iM99H£Ei XA9DF& RO LCEDEEID I.tta.O FEAOAEWIYAN019 NOLONG AVP1N OCUMEM,fIEASEWMACr rNEEtW,4ffAfi fiEOUEif IDPI110Nk DON 4 PRELIMINARY PLAT October 14, 2019 • • L A N D F O R M From Site to Finish • &3 • 105 South Fifth Avenue Tel; 612-252-9070 Suite 513 Fax:612-252-9077 Minneapolis, MN 55401 Web; landforsn.net FILE NAME C506WHS005,dwg PROJECTNO, WHS18005.001 STORM PHASE TWO _...._ -_. SHEET NO: 145 Park Avenue STA -9+56.30 ELEV=869.87 87th Streef (East)\PCE.IE.1 SEE SHEET C6,3 STA=4+90.04N w.1 ELEV=869.87 CURB RVAP �I 2 I I I ------- j SEE SHEET C6,3 ...- SEE SHEET C6.5 ...._........._.. 704 CONCRETE CURB, 0 DETAIL CONCRETE 072 8610 PEDESTRIAN 07.1 TYPICAL C7.7 W SOEVIALK(TYP) I H CONCRETECURB CURBRAl7P CROSS GUTTER 0 00 j-c�t — — — — — — —I so I Lot 1 d ParkAvenue STORM WATER I 1-- I Y 9 ' t Q STA=6+39.97 BASIN J I V t m ELEV=870,62 BLOCK 5►— IO a 87thStreet (Wean / STA=0+00.00 Future Commercial / I I 0 I m I I ELEV=870.62 OUTLOT A �—------------------------------------ /ii I J C8. IMERSECTION DETAIL , • T - - —r 87th Sit eat N.E. -- - — 87thStreeCN.E, I I _ _ —1 I I r I 1 1 I I cfiB I -------- -------------- I I I II _-----_— _— _— _— _—-- - -------------------� t� 2 ILIFuture Commer1 0O NORTH 07- I INCTION SEE SHEET C8.5 DETAIL VC7.f E 4 CQCRETECURB C I0 50 II --- I OISNORI TH I TYPICAL nrm 0 50 8 5 880 87511 1 I i I i ' 67011 i I 8651 i I I i I 860 1 I � I I I I I 855 87TH STREET (EAST) 880_ I --II I i 875 I 1 1870 860 I 5+25 5+00 4+50 4+00 3+50 3+00 2+50 2+00 1+50 1+00 0+50 0+00 -0+25 --------------/ / I � I � I I i I I I I 111 I I I i I I I I I I I I I I I I I I I I \ I I \ I I INTERSECTION DETAIL SCALE 1"=20' rff------------ -- INTERSECTION DETAIL w SCALE 1"=20' 880 87TH STREET (WEST) LP STA 2+44.79 HP STA 0.7948, LP ELEV. 86927 HP ELEV 871 --1 - -- O 660 -- - 1 NORTH r� 0 20 w YS EIpYa6en=86723 11929 NGW) Elavat n=887,16 (IB�NOVDI pct City Records PVI STA 2+1845 PVI EIEV'. 859071 K 30.17 LVC. 10000 A0, 26296 ii PVI STA 1}0500 si '.WIELEV 87130 K 3777 LVC )woo ' AD .265 6751875 -. I 870,�I - 11 I i I � NQGfl 9I UND l FINISHED GROUND i , , _ _ I oesA I 1 I I- I 870 j 866 t ;865 8601 I j _ I 1 1 1 860 3+75 3+50 3+00 2+50 2+00 1+50 1+00 0+50 0+00 •0+25 O NORTH 0 30 Aft INTERSECTION DETAIL wr SCALE 1"=20' sommone�� ON SITE SOLUTIONS, INC, HENRY HANSEN 5470 OYAM AVE NE ST. MICHAEL, MN 55376 TEL763-238-1610 I 00&-o� 4iIMPo®a OYbd PARRISH MEADOWS SINGLE FAMILY & COMMERCIAL OTSEGO, MINNESOTA CgftACTENGkEei VA",x'I PFAFX:STO Y oArz I,suEruvmox FE<new il=bIs 1 ry w I ed 1019 Rd tol StmaSl Mdekn oN{i IMnM.eela RON.',ynwPrepam+tY�+'_ .wr:�1.b�.Mnnllem .Edy Lkm.eEPokstlenel CnTca W>.l^a MMxE501A assuc O ` i. ecm,roMa.ey ire ,mreemm.oi�ePx,s rrnwbe�lssn� .wa.weor.ynm. C� Cliff flGNANFE, SEu OF 1 �o oO��C eYEA v�E,rxssxEErxeseETn e0wro xre+oEsca PFAEABlMAY0l9 NO loxG9lAVONOeeEUr.9a% SEWHtpLr Tr¢ e;cxsn ro neauEST iaomoxu o ocurmns PRELIMINARY PLAT October 14, 2019 o • L A N D F O R M From Site to Finish • • 105 South Flflh Avenue Tel; 612-252-9070 Suite 513 Fax: 612-252-9077 Minneapolis, MN 55401 Web: landform.nel FILE NAME C601WHS005.dw9 PROJECT NO, WHS18005.001 O Q Top Nide of Pe,6,hA250Foal South o187ih SbeetNE AbnO Na Test UIof Pemsh A eNE. NORTH r� 0 20 Know what's B®IOW. Call before you dig. EIpYa6en=86723 11929 NGW) Elavat n=887,16 (IB�NOVDI pct City Records sommone�� ON SITE SOLUTIONS, INC, HENRY HANSEN 5470 OYAM AVE NE ST. MICHAEL, MN 55376 TEL763-238-1610 I 00&-o� 4iIMPo®a OYbd PARRISH MEADOWS SINGLE FAMILY & COMMERCIAL OTSEGO, MINNESOTA CgftACTENGkEei VA",x'I PFAFX:STO Y oArz I,suEruvmox FE<new il=bIs 1 ry w I ed 1019 Rd tol StmaSl Mdekn oN{i IMnM.eela RON.',ynwPrepam+tY�+'_ .wr:�1.b�.Mnnllem .Edy Lkm.eEPokstlenel CnTca W>.l^a MMxE501A assuc O ` i. ecm,roMa.ey ire ,mreemm.oi�ePx,s rrnwbe�lssn� .wa.weor.ynm. C� Cliff flGNANFE, SEu OF 1 �o oO��C eYEA v�E,rxssxEErxeseETn e0wro xre+oEsca PFAEABlMAY0l9 NO loxG9lAVONOeeEUr.9a% SEWHtpLr Tr¢ e;cxsn ro neauEST iaomoxu o ocurmns PRELIMINARY PLAT October 14, 2019 o • L A N D F O R M From Site to Finish • • 105 South Flflh Avenue Tel; 612-252-9070 Suite 513 Fax: 612-252-9077 Minneapolis, MN 55401 Web: landform.nel FILE NAME C601WHS005.dw9 PROJECT NO, WHS18005.001 ON SITE SOLUTIONS, INC. t y HENRY HANSEN 87th Street fNorthl ST. MICHAEL, MN 65376 SEE SHEET C8.3 TEL 763 230-1610 STA=2+20.00 WISTA%6+0000 PVI STA 3.9000 ELEV=872.97 PVISTA'1+1 W I STAV800,00 ' I ELEV=07209 ParkvlewAvanuo Parklneton Avenue PEDES TRIAN C7.1 PJI EIE`/ 97102 g ,n 'i G81 UlTEABECTION Qt �®Jl\®J4(Alll���Jiii STA=9+38.08 PEDESTRIAN czt CURBRAAt SEE SHEET C8,5 e DETAIL •• PARRISH MEADOWS ELEV=872.97 CURBRAhw SINGLE FAMILY & COMMERCIAL �+ I yg I OTSEGO, MINNESOTA a I _ — — — _ --- 15101 sm • COM0.CTENG.NFFq FOq ANYIPIOq M9fOflY DATE ISSLEIPPJISION PEWEV! ^ I—M° Ads�m�Ea o SEE SHEET C6,3 I. Gi ILV0: AD 31pi� (u FINISHED GROUND m 8761 1 ii 2 3 ii 4 ii 5 ii 6 ii 7 2 1 — —— ( I _ ._ _ � _ _ _ _ '_ -7,86°7o • I_ L I— 870 I -1�- %-4 ' '�_... _L _ _ _ _ _. _ — — _ II ,870 I 865 I I II II , II I II I I I _ 8865 860 ! 860 87th Street N.E. ml --� ------------� r---------- — ----1 I 1 I I I � a I I J a 1 i i 8 iI i 1 — ------ - �I I " 'LO '` '' 2 I � I I 87th Stre•t f orthl _ _ STA=5+80.01 SEE SHEET C6.5 CTI 02 Tn'Ca- CROSSGUTTER SCONCRETEWALKVYP) SEE SHEET C6A c71 SURMOUNTABLE EIEV=071.32 Cott RETECURB cs Park Avenue STA=11+25.27 ELEV=871,32 S O' NORTH 87TH STREET (NORTH) I'I•i-I ON SITE SOLUTIONS, INC. 880 t y HENRY HANSEN 5470 QYAM AVE HE ST. MICHAEL, MN 65376 SEE SHEET C8.3 TEL 763 230-1610 WISTA%6+0000 PVI STA 3.9000 67th Street tNortM PVISTA'1+1 W I STAV800,00 ' I ELEV=07209 ParkvlewAvanuo $ PVI ELEy, 87217 STA=11+2725 PJI EIE`/ 97102 g ,n 'i ELEV=672.09 Qt �®Jl\®J4(Alll���Jiii D3 I I •• PARRISH MEADOWS Y �'{ SINGLE FAMILY & COMMERCIAL �+ I yg I OTSEGO, MINNESOTA a I _ — — — _ --- 15101 sm • COM0.CTENG.NFFq FOq ANYIPIOq M9fOflY DATE ISSLEIPPJISION PEWEV! ^ I—M° Ads�m�Ea o SEE SHEET C6,3 I. Gi 880 t y HP STA 4.9971 HP ELEV, 07191 LP STA 3,92 tP M: 87129 HPSTA'+2290 HPELEV187387 680 WISTA%6+0000 PVI STA 3.9000 PVISTA'1+1 W ! I ' $ $ PVI ELEy, 87217 Y PJI EIE`/ 97102 g ,n 'i to I PVI ELEV', 87424 (g K 4101340 LVO: 0000 Y �'{ N 4545 LVC 10000 �+ I yg N.32 IW 00 �u AD it% i ,u f� 220^k I. Gi ILV0: AD 31pi� (u FINISHED GROUND m 8761 875 Exl nNGGgouND —>—, 1 — —— ( _ ._ _ � _ _ _ _ '_ -7,86°7o • I_ L I— 870 -1�- I ' '�_... _L _ _ _ _ _. _ — — _ ,870 I 865 i I I , I _ 8865 860 ! 860 4 T T vIII •-�E �� 6+25 6+00 5+50 5+00 4+50 4+00 3+50 3+00 2+60 l' 3 I I — INTERSECTION DETAIL O NORTH SCALE 1"=20' m y 2� 0 ISI 0 2+00 1+50 1+00 0+50 0+00 -0+25 Aft INTERSECTION DETAIL O SCALE 1"=20' NORTH l 0 20 O Tap Nut Dl1i*vt-250Fcel SouW876Street NE. Al.o e west..1 Pamsh Army NE. Know what's BeIOW. E'eve". 6672J j19�"VD) EI -v .n= 867.151(1929 NGVD)per C:ry RTtads Call before you dig. D"T!ff 5 u'NAIUF( 9FALOfl FOM L NE50.PEDRYAEO.'EAFENOi V190LE,iH99ME£i INNEEalP LOLIDS MNDCEDEfl9N01!rtEMOED FEADA&LrtYAN019 NONGFA AVALIDDAFM,iLFA9E[0!RACi __To F.——.— PRELIMINARY DOCL".ffNi9. PRELIMINARY PLAT October 14, 2019 o • L A N Iia F O R M From Site to Finish 0 0 • co 105 South Fifth Avenue Tel: 612-252-9070 Sulle 513 Fax: 612-252-9077 Mlnneapole, MN 55401 Web: landform.nel FILE NAME C602WHSOO5.dW0 PROJECT NO. WHSIBOW.001 i - cn PEDEsrRIAN 20SS GlnTER i'0 CURB PAM1"P SEE SHEET C68 STA=' . 4 4ELEV= 3 72 Bslo 1 H CONC cutx:Rnlc E CURB SIDEWALK(TYP) �7 II i I -----�-- —J L ----J ----- I jI I I 7 F X CONCRETE STA=O+00.00 ui I I I I I III STORM WATER I I 6�l I z W I 1 I I 2 I I 4 I 5 I I I 1,1 BASIN 3 I i I I BLOCK 3 WI a I ------ I I I I I11 i t I I I I I I J 1 ----� k0@K—L J t _---� — I'OU OT B ---- I PVI REV5330a N 66272 — —'-- —V —' ---i. i-, S c I s ' o — •-- — ' ° —I --e—+--- — " ParkvlewAvenue STA=925725 %X CONCRETE SIDEWALH(TYP) SEE SHEET C8.2 ELEV= 871h Shea .E7 II I I STA=' . 4 4ELEV= 3 2 i t i �7 II i I -----�-- —J L ----J ----- � BLOCK 4 in--------- ParkvlewAvenue-------------------- ----f ------ -------------- � Al rA=12Be.os -------------- I I FUTURE COMMERCIAL 1 ELEV-872.79 II JL 881h Sheet XX CONCRETE PEDESTRIAN C C6. INTERSECTION SIDEWALK TYP C 8618 CURBRATA' I DETAIL STA=040.00 ( I H CONCRETE CURB ELEV=872.79 z I F¢ I m SEE SHEET C6.1 L071 PerkvlewAvenue I BLOCK 5 STA=11+2725 = 13+50 13+75 PARKVIEW AVENUE N.E. ELEV=872.09 � \ Ilue --E, sEnsogransroEs olA�cnrrsrvEnnExoi 87th Sfroal lNorthl � PRELIMINARY PLAT X CONCRETE STA=O+00.00 PVI STA I.000J xxx SIDEWALK(TYP) ELEV=872.09 PVI STA'. 7+50W O PVI STA'. 12,0700 NORTH 0 60 ON SITE SOLUTIONS, INC, HENRY HANSEN 5470 OYAM AVE NE ST. MICHAEL, MN 55376 TEL761238-1610 PoIPoPo®a04A PARRISH MEADOWS SINGLE FAMILY & COMMERCIAL OTSEGO, MINNESOTA ®L.yya a�n ai:tytaa�:IL.y [a:r'® fQHIAGi ENGMEei Poq AN'! PgIGP Ni5TG4f GAR 159UEIgINIVGN gEt7EW li. MIO RelmM1e:ry D=f GSL. -Li pnR Hoasys wannl,�ry ela emmna lmd®,n In.m 8551 1' 1 !, ' 'I I III ! Inew lE u�lm,ro.,�m.vamalan 1855 .aa lxnnutl ram,ao�.Emuw, I 1 I 'IM' P�wm VrvC+W brm. eRNNEeOTA E TIS mIU i1i H M ml mil -45 OFV R4 Q 121 12 A -0+26 0+00 0+50 1+00 1+50 2+00 2+60 3+00 3+50 4+00 4+50 6+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 65TH 6TREPT NJ' INTERSECTION DETAIL SCALE 1"=20' O NORTH 0 20 4 Know what's B910W. C(III before you dig. = 13+50 13+75 PARKVIEW AVENUE N.E. Ilue --E, sEnsogransroEs olA�cnrrsrvEnnExoi EEinAm�invTnNOls�iwiov�pvwnoaa�.mgaevGEul E�wxr�em rxE ExGlnag io gEauEsr wGmoxa Gocuw.senns. PRELIMINARY PLAT October 14, 2019 PVI STA I.000J PVI STA'. 7+50W PVI STA'. 12,0700 WI 67 PVI PVI REV5330a N 66272 K 6509 � � 885 -. -.HPSTA _... LVC 10000 _. �. _ _ _-. -- - _ ac 15000 _... - - -_I.. AD 230%.. - _-.- i _- _. " -. --._. - 2500 42% - - -- , _ 885 m 0,9728 i I UP I HPAD.. HP 873 43 �... lig. IP ELEV766759 .- HP ELEV,187253 � _- � - II I� -'II 880 I�. I. I -- EXISTING GROUND '- 11 i I � I II I ! � � _ -.._ - � �I � I -- II -- I I J' �I I I� 11, �. _ 18801.. 8751875 � I I ✓.— i 1 FINISHED GROUND " -I 07% I I 1 I I I I � 1 1870 - I I i I I 865 it 865 8601 II �'I 860 Ir _ I I II I I I I j I I i I I I I 1 ON SITE SOLUTIONS, INC, HENRY HANSEN 5470 OYAM AVE NE ST. MICHAEL, MN 55376 TEL761238-1610 PoIPoPo®a04A PARRISH MEADOWS SINGLE FAMILY & COMMERCIAL OTSEGO, MINNESOTA ®L.yya a�n ai:tytaa�:IL.y [a:r'® fQHIAGi ENGMEei Poq AN'! PgIGP Ni5TG4f GAR 159UEIgINIVGN gEt7EW li. MIO RelmM1e:ry D=f GSL. -Li pnR Hoasys wannl,�ry ela emmna lmd®,n In.m 8551 1' 1 !, ' 'I I III ! Inew lE u�lm,ro.,�m.vamalan 1855 .aa lxnnutl ram,ao�.Emuw, I 1 I 'IM' P�wm VrvC+W brm. eRNNEeOTA E TIS mIU i1i H M ml mil -45 OFV R4 Q 121 12 A -0+26 0+00 0+50 1+00 1+50 2+00 2+60 3+00 3+50 4+00 4+50 6+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 65TH 6TREPT NJ' INTERSECTION DETAIL SCALE 1"=20' O NORTH 0 20 4 Know what's B910W. C(III before you dig. TGp NGtof HOd ,1.250Fea1S,ulhot87th SEeel NE. Abng Me west side of PW,h A.- HE. EIM on =65723 (1929 NGVD) 0ervauon=887.15 (1020 NOVD) per Dry Records 0 0 e L A N D F O R M From Site to Finish 105 South Flhh Avenue Tel: 612-252-9070 Suite 513 Fax: 612-252-9077 Minneapolis, MN 65401 Web: landform,net FILE NAME 0603WHS005.dw9 PROJECT NO, WHS18005.001 tk.�.erm IPore O 13+50 13+75 ss.,m,., a<.�x.aow,� Me r�yram'r dme,eoa s.em�,waa.®misa� r.9a, cx C� Ilue --E, sEnsogransroEs olA�cnrrsrvEnnExoi EEinAm�invTnNOls�iwiov�pvwnoaa�.mgaevGEul E�wxr�em rxE ExGlnag io gEauEsr wGmoxa Gocuw.senns. PRELIMINARY PLAT October 14, 2019 TGp NGtof HOd ,1.250Fea1S,ulhot87th SEeel NE. Abng Me west side of PW,h A.- HE. EIM on =65723 (1929 NGVD) 0ervauon=887.15 (1020 NOVD) per Dry Records 0 0 e L A N D F O R M From Site to Finish 105 South Flhh Avenue Tel: 612-252-9070 Suite 513 Fax: 612-252-9077 Minneapolis, MN 65401 Web: landform,net FILE NAME 0603WHS005.dw9 PROJECT NO, WHS18005.001 -0+25 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 • INTERSECTION DETAIL NORTH SCALE 1"=20' 0 20 i I I I I I I I —j L-------- --- —I L ------ I II O'INTERSECTION DETAIL NORTH SCALE 1"=20' 0 20 Top Wof Hydrenl-250 Feel Sobth of 87th Sheet N'E. Along M we 1 k10 of Petnch Avenue NE. El voto 66723 (1929 NGVD) EIBV t. 067.16 11929 NGVD) p61 Cry Records ON SITE SOLUTIONS, INC, HENRY HANSEN 6470 QYAM AVE HE ST. MICHAEL, MN 65376 TEL 763-278-1610 0 6dPo®®04� PARRISH MEADOWS SINGLE FAMILY & COMMERCIAL OTSEGO, MINNESOTA OdRACLENOIkEHI WRANYRa0RHi610RV GA.E ¢wEIPEvwox REVIfly It seH2O10 hdmmury Rd 6SmCd IIOtli91i PNml�mry Pltl 6Endd Pmvlrt.A R 9+50 9+75 IM"LY<a"BY nde:rdm,me,wa,mvr,,°�°w _ r-- - IF —s ANC p 11NJ4(TYP) I I I I 1 I II I 4 I 1 I 3 I 1 it I 2 I I II I I I 1 I 1 BLOCK 41 I 1 -0+25 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 • INTERSECTION DETAIL NORTH SCALE 1"=20' 0 20 i I I I I I I I —j L-------- --- —I L ------ I II O'INTERSECTION DETAIL NORTH SCALE 1"=20' 0 20 Top Wof Hydrenl-250 Feel Sobth of 87th Sheet N'E. Along M we 1 k10 of Petnch Avenue NE. El voto 66723 (1929 NGVD) EIBV t. 067.16 11929 NGVD) p61 Cry Records ON SITE SOLUTIONS, INC, HENRY HANSEN 6470 QYAM AVE HE ST. MICHAEL, MN 65376 TEL 763-278-1610 0 6dPo®®04� PARRISH MEADOWS SINGLE FAMILY & COMMERCIAL OTSEGO, MINNESOTA OdRACLENOIkEHI WRANYRa0RHi610RV GA.E ¢wEIPEvwox REVIfly It seH2O10 hdmmury Rd 6SmCd IIOtli91i PNml�mry Pltl 6Endd Pmvlrt.A R 9+50 9+75 IM"LY<a"BY nde:rdm,me,wa,mvr,,°�°w AVENUE. IMrse rco: lora sq�ew dvwlb.egaalrv� ,ee uy,durpmoonatl Lm2b,m RNcrroal6mR b rbNnWm� A co IiPe 90tUNRE, 6FAl OR iOIALME90mECRYA[OVEAR£NOL V16®IE,TM961rtEf NA9EEEN PdR000CE0 BElDNO HRe10EG P Enonavm r,xo a xo Loxcm w vum Bao�9. Hiu E mxrAor PVISTA,,.PARKINGTON PVI ELEV', 87219 PVI ELEV. 060.49 K 6000 K 3320 865`l LLVC 0000 '0000 885 I '. ,... AVDC.2$% _ I ..III Ll 1A ELE068 E6 LP v I f I I 1 I � y I I I 7J i11 I I I� I I i 8801 ! I I I i I 880 PHISTING GROUND li, III�I i4 I 8761 _ __ --t — — L _ —ISI I — _ I-- —1-- -- _ \�� III ' I � II � li I I � ( I I � I � _ �; 1875 I I LbOY I I I A I FINI9E0 GROUND i I �I 870'. � � r I � I-- ( 870 7 _ 11 886 i ...1,866 L i I 7 I 860 7 1 8 80 856 I I i i I I 855 -0+25 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 • INTERSECTION DETAIL NORTH SCALE 1"=20' 0 20 i I I I I I I I —j L-------- --- —I L ------ I II O'INTERSECTION DETAIL NORTH SCALE 1"=20' 0 20 Top Wof Hydrenl-250 Feel Sobth of 87th Sheet N'E. Along M we 1 k10 of Petnch Avenue NE. El voto 66723 (1929 NGVD) EIBV t. 067.16 11929 NGVD) p61 Cry Records ON SITE SOLUTIONS, INC, HENRY HANSEN 6470 QYAM AVE HE ST. MICHAEL, MN 65376 TEL 763-278-1610 0 6dPo®®04� PARRISH MEADOWS SINGLE FAMILY & COMMERCIAL OTSEGO, MINNESOTA OdRACLENOIkEHI WRANYRa0RHi610RV GA.E ¢wEIPEvwox REVIfly It seH2O10 hdmmury Rd 6SmCd IIOtli91i PNml�mry Pltl 6Endd Pmvlrt.A R clyn O . Know what's BeIOW. Call before you dig. PRELIMINARY PLAT October 14, 2019 0 0 0 0 L A N D F O R M From She to Finish 105 South Fifth Avenue Tel: 612-252.9070 Suite 513 Fax: 612-252-9077 Minneapolis. MN 65401 Web: landform.net FILE NAME C604WHS005,dvrg PROJECT NO. WHS1S005001 9+50 9+75 IM"LY<a"BY nde:rdm,me,wa,mvr,,°�°w "eJVIYmeW R"!c.anolEXEs0i0. 'rn IMrse rco: lora sq�ew dvwlb.egaalrv� ,ee uy,durpmoonatl Lm2b,m RNcrroal6mR b rbNnWm� A co IiPe 90tUNRE, 6FAl OR iOIALME90mECRYA[OVEAR£NOL V16®IE,TM961rtEf NA9EEEN PdR000CE0 BElDNO HRe10EG P Enonavm r,xo a xo Loxcm w vum Bao�9. Hiu E mxrAor ENE Ewe xEEx ro uo�En aomoxrl oaw.®9B clyn O . Know what's BeIOW. Call before you dig. PRELIMINARY PLAT October 14, 2019 0 0 0 0 L A N D F O R M From She to Finish 105 South Fifth Avenue Tel: 612-252.9070 Suite 513 Fax: 612-252-9077 Minneapolis. MN 65401 Web: landform.net FILE NAME C604WHS005,dvrg PROJECT NO. WHS1S005001 it; Par Avenue Svenue6 66th S6eef F112 i 5STA=5+76.76 ELEV=873.68 LOCK' nAnl/ A11/'"wlI lC -0+25 0+00 0+50 1+00 1+60 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+60 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+25 7,.3a a � _ Aizoe _ s _ 4 1.4 71.23 71.98 \ 71.60- + A , 72 72.2 i J \ `72.1 71.54 Top Nut of Hydrant - 250 Feet Solah of 071h Street O NE. Along the west ads of Partleh Avenue NE. I Elevatlon=86723 (1929 NGVD) INTERSECTION DETAIL Elev on 867.16(1929 NOVO) par City Rede NORTH SCALE 1•=20' e 20 ON SITE SOLUTIONS, INC. HENRY HANSEN 5470 OYAM AVE NE ST, MICHAEL, MN 65376 TEL 7662361610 00 CITY OF HINNINOTA PARRISH MEADOWS SINGLE FAMILY & COMMERCIAL OTSEGO, MINNESOTA coeumr-NemF0RANvERibRH;— OAre I--e.ON PEV�V IISepIMlp RdeeFry wa S�Lmanl pIAR Hoa Nm waRn�v wl s�nmmlP<.aa.. ouR IriNE OI e —T`11 ,sE4Eba emuD�REGRYABOYEAP vsreH,e,ix:s ExEEr xas eeN RmRooucma-I-.. PFAMe W ry ANO I9 NOIOIY.ER p VIlIO pOCUumr. HE45E CDMAGf rNE ENGNEER i0 PEbJESi ADORIONPI.000UIEMa. PRELIMINARY PLAT October 14, 2019 s • L A N D F O R M ftm Site to Fl11t91t • 105 South Fifth Avenue Tel: 612.262.9070 Sults 613 Fax: 612-262-9077 Minneapolis, MN 65401 Web: landform.net FILE NAME C605WHS005,ftg ]A I 0 PROJECT N0. WHS18005.001 Q ® NORTH O PARK AVE. Know what's 3010W. r C011 before YOU dIG• 0 50 100 wam �ssmnr�.n•.,,.vee.ve,a,. mm<..nl�mw✓.�owE<.na.uo 86TH STREET N.E. Pak Avenue BLOCK 2 86th Street BLOCK 4 STA=H89.13 6 I I 7 STA=2+18.76 Pi .. ue 665 I ELEV=873.58 ELEV=87429 a I zo 1 S A=i+B A9 I me 666 FkfnatorMwO E V=8721.79 W 6VC 76.76 ISTA �I STA�+00.00 9ELEV_87 I ELE�NE. I I A73.58 79 jK PVIHP 106 ELEV 87 3 �, wLVP 0 K 5143 86TH STREE zR _ U.. Hu _ T"@ �yq ---td — 1 1W9 II ~ Iq6 �ZA�,. 0 OQ a �' 1 880 —� s Nc retiAfxl P D7, s ft ouNr r E%IS41NG Oft0!UND I FrFil� I I c RETE une I I I I I JE i I 2 I 1 3 1 I 4 I I 5 I I 11 I 6 11 I 7 I _ I I I I I I I I I I BLOCK 3 1 I I I I I I I I 86TH STREET N.E. 2 S, e � s I a � � m� T 79T m � � ^��>9 T e , 11" �� ii�� �� � m� �� �� �� �� �� la 6+25 6+00 5+50 5+00 4+50 4+00 3+50 3+00 2+50 2+00 1+50 1+00 0+50 0+00 -0+25 rill INTERSECTION DETAILNORTHO SCALE 1"=20' 0 20 I AM INTERSECTION DETAIL O NORTH vp SCALE i"=20' w`ay 0 zoo F11R. 0 C!ikp NORTH Know what's Blow. Call beforo you dig. 0 50 100 ]EVE1 0M ON SITE SOLUTIONS, INC, HENRY HANSEN 6470 QYAM AVE NE ST. MICHAEL, MN65376 TR763-238-1610 RiIHPo®®oYA PARRISH MEADOWS SINGLE FAMILY & COMMERCIAL OTSEGO, MINNESOTA COMAOT ENGNEat Poq AM' GRiOR NSTORI 6A1E IME/ IV. 6NIEN' n xgiolo �t oa.om IFTIe:SiONAN ff Oq FOURLi ESOTE6RYA—AEENOT VINA,E,iK96NEEf NA$6EBI PEPg000CED¢E1GtiU IxlFNOE➢ q&➢A� nv Axo �s xo EONcei A vAuo 6auum0, ¢wa E roxrpor TrIE ErfdNEEq ro acouEn Aoonlowi oocw®m PRELIMINARY PLAT October 14, 2019 L A N D F O R M From Site to Finish • • • • 105 South Fifth Avenue Tel: 612-252-9070 Suite 513 Fax: 612-252-9077 Minneapolis, MN 55401 Web: landfornnnet FILE NAME C606WHS005,dw9 PROJECT NO, WHS16005,001 G• 665 HPSTA'. 6+1490 74 04 �697427 LP STA 3+9174 UP LEV. 073 31 HP STA 2,4100 HPELEV 07435 666 W 6VC ISTA �I PVIHP 106 ELEV 87 3 �, wLVP 0 K 5143 _ U.. AD. 410% Zi 9000 AD: 190'fi! a �' 1 880 880 E%IS41NG Oft0!UND FINISHED OROIJND _ 875 875 I I �-- I f I oes% owk 1 870 I !I I�I _ � l � r I I I X870 ! 8651865 I I1 i I 2 S, e � s I a � � m� T 79T m � � ^��>9 T e , 11" �� ii�� �� � m� �� �� �� �� �� la 6+25 6+00 5+50 5+00 4+50 4+00 3+50 3+00 2+50 2+00 1+50 1+00 0+50 0+00 -0+25 rill INTERSECTION DETAILNORTHO SCALE 1"=20' 0 20 I AM INTERSECTION DETAIL O NORTH vp SCALE i"=20' w`ay 0 zoo F11R. 0 C!ikp NORTH Know what's Blow. Call beforo you dig. 0 50 100 ]EVE1 0M ON SITE SOLUTIONS, INC, HENRY HANSEN 6470 QYAM AVE NE ST. MICHAEL, MN65376 TR763-238-1610 RiIHPo®®oYA PARRISH MEADOWS SINGLE FAMILY & COMMERCIAL OTSEGO, MINNESOTA COMAOT ENGNEat Poq AM' GRiOR NSTORI 6A1E IME/ IV. 6NIEN' n xgiolo �t oa.om IFTIe:SiONAN ff Oq FOURLi ESOTE6RYA—AEENOT VINA,E,iK96NEEf NA$6EBI PEPg000CED¢E1GtiU IxlFNOE➢ q&➢A� nv Axo �s xo EONcei A vAuo 6auum0, ¢wa E roxrpor TrIE ErfdNEEq ro acouEn Aoonlowi oocw®m PRELIMINARY PLAT October 14, 2019 L A N D F O R M From Site to Finish • • • • 105 South Fifth Avenue Tel: 612-252-9070 Suite 513 Fax: 612-252-9077 Minneapolis, MN 55401 Web: landfornnnet FILE NAME C606WHS005,dw9 PROJECT NO, WHS16005,001 I I I J I 1 J I 1 � I 1 J I I I 1 I N4' a I I . 1 I •' .'' I `68,,1 je.• JO , 3 a SURMOUNTABLE CONCRETE CURB AND GUTTER NO SCALE APPRD CD ITV oP STANDARD N0. Y PEv,s D Hlwweeoen a 25' 28 B - B 25' • SUBJECT TO REVIEW BY OUAUFIEO SOILS ENGINEER � 80' SL 46'8-B CONCRETE CURB & aL4- APPROVED SUBGRADE •••• R VALUE OF LESS THAN 20 REQUIRES 4" GRAVEL D APPROVED SUBGRADE 30' WIDTH a 6'_,.-7' NOTES: 12' 12' 7' 6 4' IL RESISTANCE STRENGTH AS DETERMINED BY THE SHOULDER THRU LONE iHRU NEI SHOULDER PPRDVED PCVIs D SIGMA NIB VALUE IS THE CUMULATIVE DAMAGE STANDARDOPLATE NO. SLOPE 1q" PER F7 "Lop"' A FLEXIBLE PAVEMENT. NO RECLAIMED ASPHALT PAVEMENTS (RAP) SHALL ,; SLOPC 3 4" THICK, 6' WIDE A & e BITUMINOUS MAT 8618 CONCRETE CURB CONCRETE SIDEWALK C CLASS 5 GRAVEL BASE AND GUTTER PLACED ON APPROVED SUBGRADE''. ON APPROVED SUBGRADE ••• (00TH SIDES) (MODIFIED) 47' WIDTH D APPROVED SUBGRADE 48' WIOTH I I I J I 1 J I 1 � I 1 J I I I 1 I N4' a I I . 1 I •' .'' I `68,,1 je.• JO , 3 a SURMOUNTABLE CONCRETE CURB AND GUTTER NO SCALE APPRD CD ITV oP STANDARD N0. Y PEv,s D Hlwweeoen a 25' 28 B - B 25' • SUBJECT TO REVIEW BY OUAUFIEO SOILS ENGINEER it MINIMUM ALLOWABLE DESIGN THICKNESS SL NEW CONSTRUCTION ASPHALT BINDER GRADE = C CONCRETE CURB & OVERLAY ASPHALT BINDER GRADE = B APPROVED SUBGRADE •••• R VALUE OF LESS THAN 20 REQUIRES 4" GRAVEL D APPROVED SUBGRADE 30' WIDTH BASE BENEATH CONCRETE SIDEWALK 8618 CURB & 8618 CURB PLATE 704 BUTTER AT GUTTER TO CURB BUTTER CATCH BASIN MATCH CASTING 10UTTER NOTES: I R VALUE IS A MEASURE OF EMBANKMENT SOIL IL RESISTANCE STRENGTH AS DETERMINED BY THE H HVEEM STABILOMETER METHOD PPRDVED PCVIs D SIGMA NIB VALUE IS THE CUMULATIVE DAMAGE STANDARDOPLATE NO. EFFECTOF VEHICLES DURING THE DESIGN LIFE OF HINNeeoTA A FLEXIBLE PAVEMENT. NO RECLAIMED ASPHALT PAVEMENTS (RAP) SHALL BE IN THE WEAR COURSE, 3 LOCAL COMMERCIAL URBAN STREET SECTION — 10 TON PPP VED E NO SCALE APPROVCD ITV OP (JG HINNeeoYA O�SQ STANDARD SLATE N0. 3 -IB -le MINNeeoTn (,) 11 I I I J I 1 J I 1 � I 1 J I I I 1 I N4' a I I . 1 I •' .'' I `68,,1 je.• JO , 3 a SURMOUNTABLE CONCRETE CURB AND GUTTER NO SCALE APPRD CD ITV oP STANDARD N0. Y PEv,s D Hlwweeoen a 25' 28 B - B 25' 4' Q 14' it SLOPE 1 3" PER FT, 2%f104 SL SEE PLA CONCRETE CURB & A & 8 BITUMINOUS MAT GUTTER PLACED ON APPROVED SUBGRADE C CLASS 5 GRAVEL BASE (MODIFIED) 29' WIDTH D APPROVED SUBGRADE 30' WIDTH OF CASTING 10 FEET LONG IN LENGTH 8618 CURB & 8618 CURB PLATE 704 BUTTER AT GUTTER TO CURB BUTTER CATCH BASIN MATCH CASTING 10UTTER NOTES, R VALUE IS A MEASURE OF EMBANKMENT SOIL RESISTANCE STRENGTH AS DETERMINED BY THE APPRD ED ED 10' TAPER ' 10' TAPER i CURB TRANSITION (13618) AT CATCH BASIN NOT TO SCALE PPRDVED PCVIs D ®6JQ P O JG STANDARDOPLATE NO. 3 -10 -DJ HINNeeoTA NO RECLAIMED ASPHALT PAVEMENTS (RAP) SHALL BE IN THE WEAR COURSE. RESIDENTIAL SLOCAL URBAN STREET SECTION — 9 TON NO SCALE PPP VED E ITY OP o 4cn O STANDARD12LATE N0. D 3-19-1e (JG HINNeeoYA MEMO SUBJECT TO REVIEW BY QUALIFIED SOILS ENGINEER •"• MINIMUM ALLOWABLE DESIGN THICKNESS ••• NEW CONSTRUCTION ASPHALT BINDER GRADE = C OVERLAY ASPHALT BINDER GRADE = B RRVVA€LLUE IS A MEASURE OF EMBANKMENT SOIL RESISTANCE STRENGTH AS DETERMINED a BY THE HVEEM STABILOMETER METHOD SIGMA H18 VALUE IS THE CUMULATIVE DAMAGE EFFECT OF VEHICLES DURING THE G DESIGN LIFE OF A FLEXIBLE PAVEMENT. NO RECLAIMED ASPHALT PAVEMENTS (RAP) SHALL BE IN THE WEAR COURSE. LOCAL RESIDENTIAL PUD PRIVATE STREET — 9 TON NO SCALE EAPPA VCD flCVISCD 3-19-16 ITY OP O�SQ O JCS STANDARD 10PLATE NO. y HINNeeoTA EI 16, 28 B - B 1 16' LI'- I SEE PLATE 704 4" THICK, 5' WIDE CONCRETE CURB & COIJCfl ETE SIDEWALK ON A & B BITUMINOUS MAT GUTTER PLACED ON APPROVED SUBGRADE•••" APPROVED SUBGRADE (EITHER SIDE) C CLASS 5 GRAVEL BASE (MODIFIED) 29' WIDTH D APPROVED SUBGRADE 30' WIDTH /Be it 44 04i i U o 0 S� 10- P�51v0 / QP�1G SRP 0'le // \ `NEENAH R-3067 CASTING / OR EQUIVALENT / SURMOUNTABLE CURB AND GUTTER TO BE FORMED INTO A BTYPE CURB AT CATCH BASIASI N CASTING. 10 MIN. TRANSITION 10' MIN. TRANSITION SURMOUNTABLE CURB AND GUTTER28" TOP CURB " EXPANSION JOINT EXPANSION JOINT DESIGN GUTTER LINE GRADE 2 NO. 4 REBARS ON EACH SIDE OF CASTING 10 FEET LONG IN LENGTH 8618 CURB & 8618 CURB PLATE 704 BUTTER AT GUTTER TO CURB BUTTER CATCH BASIN MATCH CASTING 10UTTER NOTES, R VALUE IS A MEASURE OF EMBANKMENT SOIL RESISTANCE STRENGTH AS DETERMINED BY THE APPRD ED ED 10' TAPER ' 10' TAPER i CURB TRANSITION (13618) AT CATCH BASIN NOT TO SCALE PPRDVED PCVIs D ®6JQ P O JG STANDARDOPLATE NO. 3 -10 -DJ HINNeeoTA NO RECLAIMED ASPHALT PAVEMENTS (RAP) SHALL EI 16, 28 B - B 1 16' LI'- I SEE PLATE 704 4" THICK, 5' WIDE CONCRETE CURB & COIJCfl ETE SIDEWALK ON A & B BITUMINOUS MAT GUTTER PLACED ON APPROVED SUBGRADE•••" APPROVED SUBGRADE (EITHER SIDE) C CLASS 5 GRAVEL BASE (MODIFIED) 29' WIDTH D APPROVED SUBGRADE 30' WIDTH 5% PREFERRED SLOPE 3 0" BITUMINOUS MAT 89 MAX. SLOPE CLASS 5 GRAVEL 4" THICK CONCRETE APRON SECTION A—A NO SCALE 3 FT. TRAN10 FT, Na'ala e f1A A CAST IRON TRUNCATED DOME E PEDESTRIAN RAMP INSERTS 3 FT. TRANSITION TYPICAL DROP CURB — BIKE TRAIL NO SCALE Qo A PROVCD O�Je P 0 STANDARDPPLATE NO, 0 N € JG 8 R vlscD i ]-18-Ifi NIN NBeoTA 0 2' CLEAR ZONE ' VAI ' rRIES ,— p' CLEAR ZONE I 2_.0% A BITUMINOUS MAT LVVYE450308 OR PLACE ON APPROVED SPWEB240B C SUBGRADE BCLASS 5 GRAVEL (12' WIDE) TYPICAL SECTION — BIKE TRAIL NO SCAM • SUBJECT TO REVIEW BY QUALIFIED SOILS ENGINEER it •• MINIMUM ALLOWABLE DESIGN THICKNESS ••• NEW CONSTRUCTION ASPHALT BINDER GRADE = C OVERLAY ASPHALT BINDER GRADE = 8 ••••R VALUE OF LESS THAN 20 REQUIRES 4" GRAVEL BASE BENEATH CONCRETE SIDEWALK NOTES, R VALUE IS A MEASURE OF EMBANKMENT SOIL RESISTANCE STRENGTH AS DETERMINED BY THE APPRD ED ED HVEEM STABILOMETER METHOD STANDARD PLATE NO. SIGMA H18 VALUE IS THE CUMULATIVE DAMAGE NINNfi BOTH EFFECT OF VEHICLES DURING THE DESIGN LIFE OF o A FLEXIBLE PAVEMENT. 4 NO RECLAIMED ASPHALT PAVEMENTS (RAP) SHALL BE IN THE WEAR COURSE. RESIDENTIAL SLOCAL URBAN STREET SECTION — 9 TON NO SCALE PPP VED E ITY OP o 4cn O STANDARD12LATE N0. D 3-19-1e (JG HINNeeoYA 5% PREFERRED SLOPE 3 0" BITUMINOUS MAT 89 MAX. SLOPE CLASS 5 GRAVEL 4" THICK CONCRETE APRON SECTION A—A NO SCALE 3 FT. TRAN10 FT, Na'ala e f1A A CAST IRON TRUNCATED DOME E PEDESTRIAN RAMP INSERTS 3 FT. TRANSITION TYPICAL DROP CURB — BIKE TRAIL NO SCALE Qo A PROVCD O�Je P 0 STANDARDPPLATE NO, 0 N € JG 8 R vlscD i ]-18-Ifi NIN NBeoTA 0 2' CLEAR ZONE ' VAI ' rRIES ,— p' CLEAR ZONE I 2_.0% A BITUMINOUS MAT LVVYE450308 OR PLACE ON APPROVED SPWEB240B C SUBGRADE BCLASS 5 GRAVEL (12' WIDE) TYPICAL SECTION — BIKE TRAIL NO SCAM ON SITE SOLUTIONS, INC. HENRY HANSEN 5470 OYAM AVE NE ST. MICHAEI, MN 55376 TEL 761230-1610 "'Voli"'V 491 a04A PARRISH MEADOWS SINGLE FAMILY & COMMERCIAL OTSEGO, MINNESOTA OOMADT ENO,N--ANY PN -HISTORY DATE ISSDEIR GON REHnv 11509 DDID IIOi 101D 6ClffsuAlUP MMram LNE5D•aEcnYW APENm VIPECE,TWBSHEETNA98EBI PEYROOUOFOEENND INlE40E➢ REdDdbu"AIm13NOLONUa1AVILD000N.ENT PlE1SE (O4TICT THEa,O-X TO MUESTADOIDOWl DOC N-3 PRELIMINARY PLAT October 14, 2019 O • 0 L A N D F O R M From Site to Finish ei 105 South Fifth Avenue Tel: 612-262-9070 Suite 613 Fax:612-262-9077 Minneapolis, MN 55401 Web; landtorrI FILENAME 0701WHSOD5.dw0 PROJECT NO. WHS18005.001 rix„ ,NDNNN P mgr•:,1,<M,:,�A,NI.�mPn:,�wP�,:,D6 * SUBJECT TO REVIEW BY QUALIFIED SOILS ENGINEER it .'M :* MINIMUM ALLOWABLE DESIGN THICKNESS **• ASPHALT CINDER GRADE = B NOTES; R VALVE IS A MEASURE OF EMBANKMENT SOIL RESISTANCE STRENGTH AS DETERMINED BY THE HVEEM STABILOMETER METHOD. NO RECLAIMED ASPHALT PAVEMENTS (RAP) SHALL BE IN THE FINAL UFT. APPRD ED ED O�Se P O STANDARD PLATE NO. 3 -IB -IB NINNfi BOTH ON SITE SOLUTIONS, INC. HENRY HANSEN 5470 OYAM AVE NE ST. MICHAEI, MN 55376 TEL 761230-1610 "'Voli"'V 491 a04A PARRISH MEADOWS SINGLE FAMILY & COMMERCIAL OTSEGO, MINNESOTA OOMADT ENO,N--ANY PN -HISTORY DATE ISSDEIR GON REHnv 11509 DDID IIOi 101D 6ClffsuAlUP MMram LNE5D•aEcnYW APENm VIPECE,TWBSHEETNA98EBI PEYROOUOFOEENND INlE40E➢ REdDdbu"AIm13NOLONUa1AVILD000N.ENT PlE1SE (O4TICT THEa,O-X TO MUESTADOIDOWl DOC N-3 PRELIMINARY PLAT October 14, 2019 O • 0 L A N D F O R M From Site to Finish ei 105 South Fifth Avenue Tel: 612-262-9070 Suite 613 Fax:612-262-9077 Minneapolis, MN 55401 Web; landtorrI FILENAME 0701WHSOD5.dw0 PROJECT NO. WHS18005.001 rix„ ,NDNNN P mgr•:,1,<M,:,�A,NI.�mPn:,�wP�,:,D6 * SUBJECT TO REVIEW BY QUALIFIED SOILS ENGINEER _ .'M :* MINIMUM ALLOWABLE DESIGN THICKNESS **• ASPHALT CINDER GRADE = B NOTES; R VALVE IS A MEASURE OF EMBANKMENT SOIL RESISTANCE STRENGTH AS DETERMINED BY THE HVEEM STABILOMETER METHOD. NO RECLAIMED ASPHALT PAVEMENTS (RAP) SHALL BE IN THE FINAL UFT. APPRD ED ED O�Se P O STANDARD PLATE NO. 3 -IB -IB NINNfi BOTH ON SITE SOLUTIONS, INC. HENRY HANSEN 5470 OYAM AVE NE ST. MICHAEI, MN 55376 TEL 761230-1610 "'Voli"'V 491 a04A PARRISH MEADOWS SINGLE FAMILY & COMMERCIAL OTSEGO, MINNESOTA OOMADT ENO,N--ANY PN -HISTORY DATE ISSDEIR GON REHnv 11509 DDID IIOi 101D 6ClffsuAlUP MMram LNE5D•aEcnYW APENm VIPECE,TWBSHEETNA98EBI PEYROOUOFOEENND INlE40E➢ REdDdbu"AIm13NOLONUa1AVILD000N.ENT PlE1SE (O4TICT THEa,O-X TO MUESTADOIDOWl DOC N-3 PRELIMINARY PLAT October 14, 2019 O • 0 L A N D F O R M From Site to Finish ei 105 South Fifth Avenue Tel: 612-262-9070 Suite 613 Fax:612-262-9077 Minneapolis, MN 55401 Web; landtorrI FILENAME 0701WHSOD5.dw0 PROJECT NO. WHS18005.001 rix„ ,NDNNN P mgr•:,1,<M,:,�A,NI.�mPn:,�wP�,:,D6 VARIABLE 6x 6x 1010 WWM 2.5' NOTE' DEPTH OF CONCRETE SHALL BE DETERMINED BY TYPE OF CURB AND GUTTER p SECTION AA U LL Jh Vp P v� A ' p0 Ek PANSION JOINT IN TE RAL•' A .1 CONCRETE CURB AND GUTTER Z TYPICAL CROSS GUTTER NO SCALE Ec of y ANAUPPPAgYv. PO STANDARD NO. EoED 0 20OS GROUT BOTTOM i0 SLOPE TOWARD PIPE AS SHOWN BY ARROWS I _ I I � I .. I 1/2 PIPE SECTION OF ADJUSTING RHIG(S) PCR STD UAGES DIAMETER PIPE PPATE 3DD \ SECTION A—A , FRAME AND CASTING PER STD PLATE 307 Eli o MAXIMUM DISTANCE FROM RIN TO FIRST STEP IS 24" - APPROVED STEPS PER MN/DOT PLATE NO. 4100 - WALLS TO BE CONSTRUCTED Of PRECAST SECTIONS WITH JOINTS PER ASTM C443 —JOINTS FROM 3' ABOVE WATCH rABL[ AND BELOW SHALL BC SEALED (SEC STD ,UTE 314) WATER PONT SEAL APPROVED BY ENGINE.. ANO INSTALLED ACCOPOING TO THE ANUFACNRCR'S INSTRUCTIOI, S. EE T, GA. BELOW. o' SLATS PIPE 03 I tl I PADIUS ALLOWED MANHOLE BASE POSITIVE MECHANICAL SEALS FLEX BLL SLEEVE INTEGRALLYAST STAN SS STEEL STRAP COMPRESION WITH DRAW BOLTS AND OASKCi SEAL NUTS OR WORM DRIVE SEWER PIPE SCREWS ( I PIR 1 Ilq q I II II GASKET B PIPE INTERNAL EXPANDING LOCKING BAND fNON MAGNETIC COR. TION RESISTANT STEEL) SLEEVE NOTES; FLEXIBLE SLEEVE SHALL BE NEOPRENE NATIETHL MCCTNG THE REQUIREMENTS OF ASTM C-443 OR AS APPROVED FLEXIBLE SLEEVE DIMENSIONS SHALL CONFORM TO PRODUCERS STANDARDS. TYPICAL WATER TIGHT SEALS NO SCALE H ANDARD PLATE NO. NIN301 .O� ILII S Vw W Iu iuc SMOOTH FLOW .ROMrnuv MANHOLE NOTES: ON/IN EITTINGS WITH SNVO FIT EUSTONCRIC JOINTS. 0 INLET TO OUTLET A`CLL SANITARY MOISTURE(( PROOF 1 FIGHT SUES, YYM))ANHOL�S; Lq APPROVENLCOVALS ULNOi CCAICAIIYPBEq R 0 O GASKETS OR BOOTS STEEL POST CONCRETE CNCASCMENT � STEEL REINFORCING SHALL BE PER ASTH oNG SANITARY SEWER STANDARD MANHOLE AP ROV[0 IT 1 SCALE o6SG P O STANDARD PLATE NO. O ' SE1D-IB 4' ABOVE GROUND MARK WIN GREEN PAINT JG MIN NR60TA WATER PONT SEAL APPROVED BY ENGINE.. ANO INSTALLED ACCOPOING TO THE ANUFACNRCR'S INSTRUCTIOI, S. EE T, GA. BELOW. o' SLATS PIPE 03 I tl I PADIUS ALLOWED MANHOLE BASE POSITIVE MECHANICAL SEALS FLEX BLL SLEEVE INTEGRALLYAST STAN SS STEEL STRAP COMPRESION WITH DRAW BOLTS AND OASKCi SEAL NUTS OR WORM DRIVE SEWER PIPE SCREWS ( I PIR 1 Ilq q I II II GASKET B PIPE INTERNAL EXPANDING LOCKING BAND fNON MAGNETIC COR. TION RESISTANT STEEL) SLEEVE NOTES; FLEXIBLE SLEEVE SHALL BE NEOPRENE NATIETHL MCCTNG THE REQUIREMENTS OF ASTM C-443 OR AS APPROVED FLEXIBLE SLEEVE DIMENSIONS SHALL CONFORM TO PRODUCERS STANDARDS. TYPICAL WATER TIGHT SEALS NO SCALE H ANDARD PLATE NO. NIN301 .O� ILII NOTE' 1. PLUGS/CAPS SHALL BE PUSH SDR 26 PVC SERVICE PIPE SIZE AS SHOWN ON/IN EITTINGS WITH SNVO FIT EUSTONCRIC JOINTS. 0 2. TEMPORARY PLUGS/CAPS HALL BC OE SAME MATERIAL KIOW LINE 1 FIGHT SUES, O o I 0 O CON STEEL POST CONCRETE CNCASCMENT � AS SHOWN ON iNE PUNS ���EiTO����®L1TLC&)Bi®C®�®fiII7�� I FT. IR>6p I VARIES 1 I 1 4' ABOVE GROUND MARK WIN GREEN PAINT rl 11 , OF CONCRETE cues I 9� WATER PONT SEAL APPROVED BY ENGINE.. ANO INSTALLED ACCOPOING TO THE ANUFACNRCR'S INSTRUCTIOI, S. EE T, GA. BELOW. o' SLATS PIPE 03 I tl I PADIUS ALLOWED MANHOLE BASE POSITIVE MECHANICAL SEALS FLEX BLL SLEEVE INTEGRALLYAST STAN SS STEEL STRAP COMPRESION WITH DRAW BOLTS AND OASKCi SEAL NUTS OR WORM DRIVE SEWER PIPE SCREWS ( I PIR 1 Ilq q I II II GASKET B PIPE INTERNAL EXPANDING LOCKING BAND fNON MAGNETIC COR. TION RESISTANT STEEL) SLEEVE NOTES; FLEXIBLE SLEEVE SHALL BE NEOPRENE NATIETHL MCCTNG THE REQUIREMENTS OF ASTM C-443 OR AS APPROVED FLEXIBLE SLEEVE DIMENSIONS SHALL CONFORM TO PRODUCERS STANDARDS. TYPICAL WATER TIGHT SEALS NO SCALE H ANDARD PLATE NO. NIN301 PLUCI r COMPACTED BACK" r SDR 26 PVC PIPE SIZE AND SONCHEDULL PLAN I As sxowN ox Puxs vLT SOR 26 PVC \� 1 PIPE SIZE AS SHOWN v°I ONPUNS r $ OR 26 45' BEND o AT PROPE"Ey LINE INVERT ID' FRDM .y� FINISHED GROUND + ELEVATION AT PROPERTY UNE TEE OR WYE SER VICECONNCCT1011 _ ENCASE IN CONCPETE MINIMUM 6" THICK w SANITARY MAIN SIZE NAPLES L, SHALLOW SANITARY MAIN SERVICE 0 SCALCONNECTION � L E APPgov[D ITY°P STANDARD PLATE NO, REv s.D �Y JC B -I3 H1HNaPSB�"0 302 _.... _. i� FORD SERIES A LID COVER �1 FINISHED GRADE (BITUMINOUS) CLASS 5 CURB STOP COVER FOR w DRIVEWAY INSTALLATION NO SCALE or o F PPflO4C0 IT/Y�OP STANDARDPLATELATE N0. 20 p A s[o Y -JD-IJ MINNROOTA s0R 26 AS' BEND NOTE' 1. PLUGS/CAPS SHALL BE PUSH SDR 26 PVC SERVICE PIPE SIZE AS SHOWN ON/IN EITTINGS WITH SNVO FIT EUSTONCRIC JOINTS. / 2. TEMPORARY PLUGS/CAPS HALL BC OE SAME MATERIAL KIOW LINE AS THE PIPE WITH WATER TO 11 SEALS, FIGHT SUES, WYC BRANCH ON SANITARY sR MAIN 0 CON STEEL POST CONCRETE CNCASCMENT � AS SHOWN ON iNE PUNS 6" MINIMUM 1HICRN[SS + I FT. IR>6p I VARIES 1 I 1 4' ABOVE GROUND MARK WIN GREEN PAINT BACK OF CONCRETE cues I 9� P� I 30' 30' I 28 FT. 8 TO B k w RESIDENTIAL CUL DE SAC URBAN SECTION qoo NO SCALE sE PPRovm D v D, G O�SQ 0 STANDARD08LATE N0. y 5-10-02 NINN060TA PLUCI r COMPACTED BACK" r SDR 26 PVC PIPE SIZE AND SONCHEDULL PLAN I As sxowN ox Puxs vLT SOR 26 PVC \� 1 PIPE SIZE AS SHOWN v°I ONPUNS r $ OR 26 45' BEND o AT PROPE"Ey LINE INVERT ID' FRDM .y� FINISHED GROUND + ELEVATION AT PROPERTY UNE TEE OR WYE SER VICECONNCCT1011 _ ENCASE IN CONCPETE MINIMUM 6" THICK w SANITARY MAIN SIZE NAPLES L, SHALLOW SANITARY MAIN SERVICE 0 SCALCONNECTION � L E APPgov[D ITY°P STANDARD PLATE NO, REv s.D �Y JC B -I3 H1HNaPSB�"0 302 _.... _. i� FORD SERIES A LID COVER �1 FINISHED GRADE (BITUMINOUS) CLASS 5 CURB STOP COVER FOR w DRIVEWAY INSTALLATION NO SCALE or o F PPflO4C0 IT/Y�OP STANDARDPLATELATE N0. 20 p A s[o Y -JD-IJ MINNROOTA s0R 26 AS' BEND NOTE' 1. PLUGS/CAPS SHALL BE PUSH SDR 26 PVC SERVICE PIPE SIZE AS SHOWN ON/IN EITTINGS WITH SNVO FIT EUSTONCRIC JOINTS. ON PUNS 2. TEMPORARY PLUGS/CAPS HALL BC OE SAME MATERIAL BOB 26 PVC PIPE RISER (TYP.) AS THE PIPE WITH WATER TO 11 SEALS, FIGHT SUES, WYC BRANCH ON SANITARY sR MAIN CON STEEL POST CONCRETE CNCASCMENT MIN 4' ABOVE GROUND MARK WNH GREEN AS SHOWN ON iNE PUNS 6" MINIMUM 1HICRN[SS + MAIN UNE SCRVICC SHALL BE 4" OR 6" AS SHOWN ON FIE PLANS VARIES L1 STEEL POST MINPLAN 4' ABOVE GROUND MARK WIN GREEN PAINT PLUCI r COMPACTED BACK" r SDR 26 PVC PIPE SIZE AND SONCHEDULL PLAN I As sxowN ox Puxs vLT SOR 26 PVC \� 1 PIPE SIZE AS SHOWN v°I ONPUNS r $ OR 26 45' BEND o AT PROPE"Ey LINE INVERT ID' FRDM .y� FINISHED GROUND + ELEVATION AT PROPERTY UNE TEE OR WYE SER VICECONNCCT1011 _ ENCASE IN CONCPETE MINIMUM 6" THICK w SANITARY MAIN SIZE NAPLES L, SHALLOW SANITARY MAIN SERVICE 0 SCALCONNECTION � L E APPgov[D ITY°P STANDARD PLATE NO, REv s.D �Y JC B -I3 H1HNaPSB�"0 302 _.... _. i� FORD SERIES A LID COVER �1 FINISHED GRADE (BITUMINOUS) CLASS 5 CURB STOP COVER FOR w DRIVEWAY INSTALLATION NO SCALE or o F PPflO4C0 IT/Y�OP STANDARDPLATELATE N0. 20 p A s[o Y -JD-IJ MINNROOTA Sol 26 PLUG OR CAP SDR 20 45' BEND NATE: SR 26 PVC SERVILE I. PLUGS/CAPS SHALL BE PUSH ON/IN FITTINGS WITH SNUG FIT CUSTOMERIC JOINTS, PIPE 512E As SHOWN ON PUNS 2. TEMPORARY PWGS/CAPS BOB 26 PVC PIPE RISER (TYP.) SHALL BE OF SAME MATERIAL AS THE PIPE WITH WATER FIGHT SUES, WYE BRANCH ON SANNARY SCW[q MAIN CON STEEL POST 6" MINIMUM 1NICNNC56 MAIN UNC SERVICE SHALL BE 4" OR G.ypRlCS MIN 4' ABOVE GROUND MARK WNH GREEN AS SHOWN ON iNE PUNS PAINT PLAN Sol 26 PLUG OR CAP 6 LL SET 2fi PIPE �COMPACTED BACKFlLL BOB 26 PVC PIPE RISER (TYP.) SDR 26 41 BCND� "v(�C AT PROPERTY HE INVERT 10' FROM FINISHED GROUND CLEVANON AT PROPERTY UNE �� \ i\ SERVILE CONNSCLoC AT VI OR 2 0 CLOCK ra\, POSITION ENCASE IN CCNCNETC MINIMUM 6" THICK SANITARY MAIN SIZE VARIES DEEP SANITARY MAIN SERVICE CONNECTION ;, 0 SCALE aPPRov[D ®tse PO STANDARD PLATE NO, 0 f 1AJG o q RD i 3 -ID -IS HIN NIAOTA )FVFLOPFP ON SITE SOLUTIONS, INC, HENRY HANSEN 6470 OYAM AVE NE ST, MICHAEL, MN 55376 TEL 763-2361610 AV6dPoaBOEd .1 PARRISH MEADOWS SINGLE FAMILY & COMMERCIAL OTSEGO, MINNESOTA 1 1. CONTACT ENGwEm FORAW PRIOgHtSTOM SATE B-IR&NON REVifl4 H.0.Ii P:amxary Ha E6rel6M GAW 11.0ou PN.'FN 6"EmBa Pe.RJve ONR INmegb �dProkCsmlEyn vMuda��1�E50iA��lln U.G. O ` h -aa Na IHI6 Spml:n cM.nb lcgLa reRSS ¢Py aliNlpW mgaN lertkm�Pr+hewrnlSmN. rr awm rvPaa C� 111.. -FLEE SELL SR FOUR 11.G ECRM ATED. ARE NOT VI.STOOTHS6HEEINASSE le"GONCCED—SIMDNEO P£A A&LRY—HEROLONOERAV MIST UM 00CUMOSEWMRCr ThE ecwax ro R&uEsi womoNLL as uAmRs PRELIMINARY PLAT October 14, 2019 LA N D F O R M From Site to Finish Mb 105 South Rfth Avenue Tel: 612-252-9070 Suite 513 Fax: 612-252-9077 Minneapolis, MN 55401 Web: landform.net FILE NAME 0702WHS005.dw0 PROJECT NO. WHS16005.001 INTERNAL MANHOLE JOINT SEAL ALL SEALS SHALL BE INSTALLED PER INSPECTION TAB CLEAN GflOVT BOTTOM i0 SLOPE TOWARD AS SHOWN BY ARROWS WITH WIRE BRUSH EXTERNAL SEAL �PIPC STEPS MUST BE ROTATED 30' HOPE / AROUND DROP SECTION t��g RINGS RESTRAINING HOOP NOTES, 3 I 2PIPE SECTON OF PLEATED RUBBER SLEEVE SEALED WITH AN EXTERNAL RUBBER SEALING SLEEVE, INFI-SHIELD" AS MANUFACTURED BY Si OMMETER PIP[ SEALING SYSTEM, INC, OR APPROVED EQUAL. PLAN VIEW 2, THE SEAL SHALL BE MADE OF EPDM RUBBER WITH A FRAME AMC CASTING PCR STD PLATE SDI MINIMUM THICKNESS OF 60 MILS AND SEALED WITH LESS THAN 3' A NON -HARDENING BUTYL RUBBER MASTIC. / ADJUSTMENT FINC(S) PER STT PLATE 509 / NO SCALE MAXIMUM DISTANCE FROM FIN NOTES _ TO FIRST SCEP IS 24" STANDAR31 PLATE NO. PRECAST ECCE PI APPROVED STEPS PER / NN/DOT PLATE NO. 4160 J GASKET PER n ASTM [403 v REDUC[R SCCi10 i0 BE CONSLRUCi[0 OF F PRECAST SECTIONS WITH AS[443 Si CPS AS OR STANOARO PLATE JOINTS PER ASTM C443 CHOICE IRON PIPE IRON 1" 5" rATETAG STAS PER STANDARD PLATE a JAUBBEP BOOT TO UNGISNRBCD SOIL MIN. 10 R 3. RESTRAINING HOOP SHALL BE 5/I6" DIA,WATER TCL D.I.P. UNDISTURBED OM 3' ABOVE o AND BELOWAPPROVED TABLE TO SOIL TRANSITION CO PVC PIPE BY SEALED (S[E STD PGCE SIX) I6" O.0 D.I,P, RISER METHOD - RUBBER 800T THE --11 CAST HOPS[SHOCS i0 BE USED TO SHALL 81 SGLCD (SCE STD PLATE 314) WATER ENCASE DROP PIPE. !ILL WBN CONCRETE RUBBER BOOT 4''D" NOTES, w^ < ' ALL SANITARY MA%LEsi NOISNPE rc MANHOLE INVERT SIIALL BC SLOPED TO PROVIDE SMOOTH e ' PROOF (EIRENOR ONLY) CONSGL AOVAID EQUAL 9W FLOW INCH INLCi i0 OUTLET a 00 NOT COAYI'RIIBf EA OA XCTSD 80oI$ INVERT SHALL BE SLOPED TO PROVIDE SMOOTH STEEL REINFORCING SHALL BE PER "C ASTM CALIF. STANDARD MONOLITHIC DROP MANHOLE NO SCALE o E APPRovfD ASTML PITNBfOPCINO SHALL BE PER 14 [ITV OP o E APPAOvm STANDARD PLATE N0, �J 3-19-10 PEVIS[D 30 5 _. INTERNAL MANHOLE JOINT SEAL ALL SEALS SHALL BE INSTALLED PER INSPECTION TAB CLEAN INFI-SHIELD —�- WITH WIRE BRUSH EXTERNAL SEAL STEPS MUST BE ROTATED JO' HOPE / "PLASTIC" RINGS RESTRAINING HOOP NOTES, 3 1. THE ADJUSTMENT RINGS AND FRAME SHALL BE PLEATED RUBBER SLEEVE SEALED WITH AN EXTERNAL RUBBER SEALING SLEEVE, INFI-SHIELD" AS MANUFACTURED BY LARGEST DIAMETER PIPE SEALING SYSTEM, INC, OR APPROVED EQUAL. PLAN VIEW 2, THE SEAL SHALL BE MADE OF EPDM RUBBER WITH A PLATE 3O7 MINIMUM THICKNESS OF 60 MILS AND SEALED WITH LESS THAN 3' A NON -HARDENING BUTYL RUBBER MASTIC. / EXTERNAL CHIMNEY SEAL / NO SCALE S 0 NOTES p% APPNovfD i ®�SQ P o JG STANDAR31 PLATE NO. VISED O -IB -IS NIN NBBOTA CC EN RIC RCDUCER SCCTIO INTERNAL MANHOLE JOINT SEAL ALL SEALS SHALL BE INSTALLED PER MANUFACTURES SPECIFICATIONS, CLEAN GROUT BOTTOM TO SLOPE TOWARD PIPE AS SHOWN BY ARROWS WITH WIRE BRUSH AND WHISK BROOM JOINT SEALS. STEPS MUST BE ROTATED JO' / AROUND CROP SECTION 2. NON -HARDENING BUTYL MASTIC RESTRAINING HOOP 3 FOAM I/2 PIPE SECTION OF PLEATED RUBBER SLEEVE rE LARGEST DIAMETER PIPE FRAME AND CASHING PER STA PLAN VIEW PLATE 3O7 ri LESS THAN 3' MANHOLE JOINTS FROM / ADJUSTMENT RINGS) PER STD PLATE 309 / MANHOLE JOINT SEAL NO SCALE Op MAXIMUM DISTANCE FROM RIM NOTES _ TO FIRST STEP IS 24" I. RUBBER SLEEVE SHALL BE A MIN. OF 3/16" THICK. PRECAST APPPOVCD STEPS PER BASKET PER n CC EN RIC RCDUCER SCCTIO NN/OOT PLATE N0. 1180 J AS[443 ABOVE WALLS LO BC CONSTRUCTED Of PRCC45i SECTION4 WITH SHALL BE STAINLESS STEEL. STAS PER STANDARD PLATE JOINTS PER ASTM C443 GOIRON PIPE INCH TCC 3. RESTRAINING HOOP SHALL BE 5/I6" DIA,WATER r AUBB[P BOOT TO UNDISTURBED SOIL MIN, 10 R b TABLE TO TEE D.IiEE P� i = I6" O.0 SOIL REED SOIL TRANSITION TO aJOINTS FROM S' ABOVE ATER TABLE AND BELOW THE PVC PIPE BY APPROVED SHALL 81 SGLCD (SCE STD PLATE 314) WATER D.I.P. RISER M[THOD RUBBER BOOT 4''D" PRECAST MORSCSHOES TO CA US EO TO ENCASE PROP PIPE, FILL WRIT CONCRETE NOTES, e ' ALL SANITARY MANHOUSI MOISTURE MANHOLE a PROOF ([%iCfliOR ONLY) CO SEAL INVERT SHALL BE SLOPED TO PROVIDE SMOOTH CS -95 (GRAY R APPPOno EQUAL DO NOi COA ORGASKETS OR R FLDW FROM INLET TO OURCT w BOOTS ASTML PITNBfOPCINO SHALL BE PER 14 - STANDARD MONOLITHIC DROP MANHOLE NO SCALE o E APPAOvm P PEVIS[D OL se O STANDARDPLATEN0, y J -18 -IB MIN NBBOTA INTERNAL MANHOLE JOINT SEAL ALL SEALS SHALL BE INSTALLED PER MANUFACTURES SPECIFICATIONS, CLEAN AREA AROUND JOINTS WITH WIRE BRUSH AND WHISK BROOM JOINT SEALS. PRIOR TO PLACING ---EXPANSION BANDS 2. NON -HARDENING BUTYL MASTIC RESTRAINING HOOP ADHESIVE - 30 MILS THICK CENTERED PLEATED RUBBER SLEEVE rE ON JOINT 6" MIN. CENTERED 6" MIN, ON ALL ri LESS THAN 3' MANHOLE JOINTS FROM / 'PPOVCO / MANHOLE JOINT SEAL NO SCALE Op NOTES ON ALL MANHOLE WATER TABLE I. RUBBER SLEEVE SHALL BE A MIN. OF 3/16" THICK. JOINTS 2, 1 3/4" WIDE EXPANSION BANDS, I6 GAUGE FROM 3' STAINLESS STEEL. ALL NUTS, BOLTS OR SCREWS ABOVE SHALL BE STAINLESS STEEL. THE 3. RESTRAINING HOOP SHALL BE 5/I6" DIA,WATER STAINLESS STEEL, PLACED BETWEEN PLEATS OF TABLE TO RUBBER SLEEVE. 10' BELOW THE INFI-SHIELD EXTERNAL GATOR WRAP WATER TABLE) [ITV NOTES 10' 1. EPDM FLEXIBLE RUBBER SLEEVE - 30 MILS THICK 2. NON -HARDENING BUTYL MASTIC ADHESIVE - 30 MILS THICK 1 (FOR USE 6" MIN. CENTERED 6" MIN, ON ALL ON JOINT OVERLAP MANHOLE JOINTS FROM / 'PPOVCO ID' TO 30' BELOW THE WATER TABLE) MANHOLE JOINT SEAL NO SCALE Op �tspP'o STANDARD PLATE NO. m LJ GG 314 J 19-iJ HIN NBI OTA CASs INCH [%TENSION RING N[EMAN R-1642 OR APPROVED INSTALLED WITH SEALANT PER EOVAL WORDS "SANRAgY S[WCP" MANUFACTURES RECOMMENDATIONS IMPRINTED ON COVER. EXTERNAL CHIMNEY SEAL PER $To PLATE 110 AS RECOMMENDED/ REQUIRED BY MANUFACTURER. THREADED INSERT TO ACCEPT 1/2" PLACE BUM SEALANT BOLT OR PIDGINO. EMBEDDED AROUND EACH ANCHOR INTO TOP OF CON[BETE MANHOLE BOLT IN EACH CONE AT LEAST 3". 4 EACH TO US ADJTMCHI RIND. MATCH FRAME ON 33" BOLT CIRCLE 27" ADJUSTING RNG(5)PCR 3111 PLATE 309. PUCE TWO I/2" BEADS OF BUTYL ST.. REENTER FIRST ADJUSTMENT MANHOLE CONE RING ANO CONCRETE STRUCTURE, ONE BEAR BETWEEN EAACH 1-1QAND INC STANDARD MANHOLE FRAME AND CASTING (ALL MANNOLLS E%CCPT WNERC WATERPROOF FAAM[S AND CASTINGS ARE RCOUIRED) NEENAH R -1755-F2, OR EQUAL WORDS "SANRARY SEWER" IMPRINTED ON OUTER COVER INNER LI "U" IRON CI STICK MASTIC THAGOfD INSERT i0 ACCEPT 3/4" OR EQUAL BOLT OR AINSERT. CACEDDLO PGCE 2 BEADS INTO TOP OF CONCRETE MANHOLE CONE ATLEAST 3". 4 EACH TO MATCH FRAME ON $4 1/4" WO RCE` CASNEi 3/4" DIA. 216 STAINLESS STC[[ BOLI 3 I/2" [ONO, WATERPROOF FRAME AND CASTING (ALL FORCEMAIN MANHOLES, OR ANY MANHOLE WI3HIN GREEN SPACES OR WITHIN THE 100 YR IIWL ARG) 1.NO ALL NUTS. BOLTS, THREADED INSERTS, AND ROBBING SHALL BE 316 STAINIESS STEAL L 2. CLEAN ALL SURFACES TO REMOVE SCALE OR LOOSE IMPEDIMENTS e[CORE PILE' ANY MASTIC, [ SCAlAN1. OR INSTAWION OF FRAME AND CASTING SYSTEM, 3, NCCNAH R-1002 SYSTEM SMALL CONSIST OF CAST IRON FRAME, SOLID CAST IRON LID, CAST IRON EXTENSION RING AND HOPE "PLASTIC" ADJUSTMENT PINGS. d. NEENAH R-175542 SYSTEM SHALL CONSIST OF CAST IRON FRAME, SOLD CAST IRON LID, h INNER UD. THOUGH NOT TYPICAL IF NECESSARY HOP[ "PLASTIC" ADJUSTMENT RINGS SMALL 4 BE USED, THE PMERT EXTENSION RINGS ARE NOT ALLOWED FOR FINAL CASTING ADJUSTMENTS WITH THESE FRAMES AND CASINGS, tiw SANITARY MANHOLE FRAME AND CASTING NO SCALE APPRov[ I cn P O STANDARDOPLATE NO. 2'_7 REV SC LJG ,qy J -18 -IB NIN NBtloTA _..._ OO i d lM TYPICAL METAL STEP - -'- - TYPICAL STEP ALIGNVENT \ z TYPICAL REINFORCED PLASTIC STEP I OTSES: <,i Ir IF I DtiuOl It 'I If ,_. -- EIEf_3p, 1.6 pEPFRIMLI OF TP'"'£Solo nFlo4 R[rC ICAV ON sIPL il[C IINMV MANHOLE OR CATCH31SIN STEP 4)601 MA14HOU FRAME AND CA57ING PLR STD PLATE 307 _- .... ._ PAVEMENT MAX 4 RINGS, NUMBER F ADJUST CMT RINGS SHALL BE ININI2CG TO THC EXTENT POSSIBLE, CHIMNEY HEIGHT LE. USE (2) d" RINGS MINIMUM 4"- MAX 16" INSTEAD OF (42" R NGS PLACE BUTYL SEALAm 27" }" MINIMUM AROUND EACH ANCHOR BOLE IN EACH ADJUSTNENT PING. „ PRECAST MANHOLE CONE THREAGED INS Lfli TO ACCEPT 1/2" BOLT OR RODCINO, EMBEDDED INTO Top OF CONCRETE MANHOLE CONE AT LEAST 3'M. 4 EACH TO ATE H FRAME NOTES: I, ALL NUTS, SOUS, MRGDCD INSERTS, AND RODONO SMALL BE 316 STAINI TIS In - 2. ADJUSTMENT RINGS SHALL BE HIGH DENSITY POLYETHYLENE RINGS AS MANUFACTURED BY GOTCCH, INC OR APPROVED EQVAL 0 3. ALL PINGS SHALL MEET 01 1 111 MROOT 11-20 TRAFFIC LOADING. 4 S 4. AS DRCRMINCD BY THE CITY ENGINEER, PRECAST CONCRETE ADJUSINO RINGS OR SPICK CHIMNEY WILL BE ALLOWED PONT ADIUSPNO EXISTING MANHOLES. 5. [LUN AMC SURFACES TO REMOVE SCALE OR LOOSE IMPEDIMENTS BEFORE PLACING ANY ..Do, SEAIAHT, OR INSTALLATION OF FRAME AND CASTING SYSTEM, 6, PLACE TWO I/2" BGD9 OF BUTYL SCALAM BETWEEN FINJI ADJUSMCNT PING AND CONCRETE 5T,L TTFC OTIC BEAD BETWCCN EACH SUBSEQUENT RING AND (RAMC, MANHOLE ADJUSTMENT RINGS NO SCALE APPROVED TTM DP STANDARD PLATE NO. e R ISE y 3 -IB -IB MIHHB�� 0 309 ON SITE SOLUTIONS, INC, HENRY HANSEN 6470 OYAM AVE NE ST. MICHAEL, MN 55376 TEL761238-1610 T od'vell-go"o0 HICIRB®OTA PARRISH MEADOWS SINGLE FAMILY & COMMERCIAL OTSEGO, MINNESOTA I , AA •• CONTACTITIONEENPINANYPSORNSTOPY ONCE MAIEI FE4PS:ON RENEW .,A II ON 9013 S—NRJA,M DQNR 1 6J9LLuaW Rok,udvEel ey,xn�ui'A �i�H nTenkbn, and Mdl my R WNNTSOTA aA10 0 ` lke�o xo INTO i,9,w, Nen N a mFlrn�Bv4 wP9dm'1 tlA"nnPea s..Nv,m Palo,®",I O �a'ewalve++d IF ITS SIGAATUFE SEAL OP FOM l0. 90RECILYANDARAPENOT V SMF, TNDINEFi M1 SEENP[CED B_ NTa1C. FEMABLII'AN019NOLONOERAWLI DOCK LRJII.PLUSECONTACT IMEEM1'Gi'PER TB TBOORTACIPTUNAL-CMET. PRELIMINARY PLAT October 14, 2019 LA N D F O R M From Site to Finish O • 105 South Flflh Avenue Tel: 612-252-9070 Suite 513 Fax: 612-252-9077 Minneapolis, MN 55401 Web: lendforEn.net FILE NAME C703WHS005.11Wg PROJECT NO, WHS18005.001 HEIGHT OF VALVE BOX TO BE ADJUSTED TO FINISHED GRADE ABOVE CURB /-APPROVED LOCATOR ROD HYDRANT MARKER PACER TRAFFIC FLANGE HYDRANT OR APPROVED EQUAL HYDRANT LOCATOR ROD (FULLY WRAPPED STEEL POST � a 3 0 6" �I I� I� 0.15 CuYda 10 so' HEIGHT OF VALVE BOX HEIGHT z HEIGHT OF CURB BOX i n TO BE ADJUSTED TO 10" PROPOSED GRADINGw I FINISHED GRADE v1 PLAN 4 EXTENSION " (STEEL POST 0.73 CUYds PAINTED BLUE FILL AS n NECESSARY 18" MINIMUM 4. DRAIN HOLES ABOVE NORMAL WATER 20" E%TENSION ROD v+ COPPER WATER SERVICE STORM SEWER W/ CURB BO% CORP. COCK CURB MPLS PATTEflN 5.77 CvYda BOX W I h` A METAL STRIP AND THE NOZZLE PAINTED BLACK COPPER "PID TAIL" WATERMAIN TIE VALVE BACK MIN 4" THICK SANITARY SEWER SOLID CONCRETE BLOCK PLASTIC 4 MIL. MIN 4" THICK MIN 8" % 12" VALVE BOX NOTE: VALVE LOCATION ON PROPERTY ALL CURB BOXES LOCATED WITHIN PAVEMENT SHALL HAVE FORD SERIES A LID COVERS - CRUSHED ROCK PLACED OVER THE RISERS (SEE STD PLATE 207) POLYETHYLENE OR BUILDING PAPER PRIOR TO POURING. WATER SERVICE DETAIL BOULEVARD. MIN, 2 FEET FROM NO SCALE o� WALK OR CURB a� pPPflOY[0 In Oo o 3. CONCRETE SHALL MEET THE REQUIREMENTS FOR OtSe Q STANDAR200PLATE NO. y J -IA -IJ INgeaOTA HIN NtleOTA (� HEIGHT OF VALVE BOX TO BE ADJUSTED TO FINISHED GRADE ABOVE CURB /-APPROVED LOCATOR ROD HYDRANT MARKER PACER TRAFFIC FLANGE HYDRANT OR APPROVED EQUAL HYDRANT LOCATOR ROD (FULLY WRAPPED STEEL POST FIBERGLASS) 5 FT LENGTH REO/WHITE WITH 6" STAINLESS STEEL GLOBE STYLE SPRING MOUNT 0.15 CuYda 2 1/2" HOSE CONNECTION HEIGHT OF VALVE BOX 4 1/2" PUMPER CONNECTION n 0 10" w FINISHED GRADE riNOTES: 1. 22" BREAKOFF SECTION EXTENSION " 2. LEFT HAND OPERATING NUT 0.73 CUYds 3. PAINT BARREL SECTION RED TO n GRADE 18" MINIMUM 4. DRAIN HOLES ABOVE NORMAL WATER 20" NOMINAL TABLE TO BE OPEN, DRAIN HOLES ALIGNMENT DIP DEVICE STUB 6.0 FT MIII GROUND BELOW NORMAL WATER TABLE TO BE STORM SEWER W/ " 7 LINE PLUGGEC. HYDRANTS WITH PLUGGED 5.77 CvYda DRAIN HOLES SHALL BE TAGGED WITH I h` A METAL STRIP AND THE NOZZLE PAINTED BLACK SOLID CONCRETE BLOCK 5. ALL CAPS SHALL BE FITTED WITH TIE VALVE BACK MIN 4" THICK STANDPIPE CHAINS. PLASTIC 4 MIL. BOTTOM 6. ALL BELOW GROUND NUTS AND BOLTS SHALL BE CORE -BLUE OR 316 VALVE BOX STAINLESS STEEL VALVE LOCATION ON PROPERTY o � o - CRUSHED ROCK PACER TRAFFIC FLANGE HYDRANT POLYETHYLENE OR BUILDING PAPER PRIOR TO POURING. (OR APPROVED EQUAL) BOULEVARD. MIN, 2 FEET FROM NO SCALE E" WALK OR CURB APPROVED In or o 3. CONCRETE SHALL MEET THE REQUIREMENTS FOR OtSe STANDARD03LATE N0. S[ EV "D ., ]-IJ-Is HIN NtleOTA (� MINIMUM HEIGHT OF VALVE BOX TO BE ADJUSTED TO FINISHED GRADE ABOVE CURB /-APPROVED LOCATOR ROD HYDRANT MARKER PACER TRAFFIC FLANGE HYDRANT OR APPROVED EQUAL TEE or PLUG STEEL POST ll8 ➢END (46° BEND) AND 1/16 BEND (22,5°) 6" PAINTED BLUE 0.15 CuYda 0.05 CuYds HEIGHT OF VALVE BOX 0.27 CuYda 0.29 CuYds TO BE ADIU STED TO 10" 0.32 CuYds FINISHED GRADE 0.14 CUYds EXTENSION " EXTENSION ROD U 0.73 CUYds ROD n 18" MINIMUM VALVE BOX 20" -RN ALIGNMENT DIP DEVICE STUB 6.0 FT MIII 0.95 CuYds STORM SEWER W/ , 5.77 CvYda PLUG I h` E SOLID CONCRETE BLOCK ✓ HYDRANT DRAIN MIN. 2 LAYERS OF �' TIE VALVE BACK MIN 4" THICK PLASTIC 4 MIL. MIN 8" X 12" VALVE BOX MIN. THICKNESS VALVE LOCATION ON PROPERTY ALIGNMENT DEVICE4 - CRUSHED ROCK LINE WHERE POSSIBLE OR IN POLYETHYLENE OR BUILDING PAPER PRIOR TO POURING. 1 CU. YD. BOULEVARD. MIN, 2 FEET FROM 2. CONCRETE BLOCKING SHALL BE POURED AGAINST WALK OR CURB k CONCRETE THRUST o 3. CONCRETE SHALL MEET THE REQUIREMENTS FOR BLOCK & BASE ...5: GREATER THAN 2" SERVICES VALVE 018" NOTES: 4. ALL METAL PARTS OF TIE ROD OR STRAP TYPE MINIMUM 1, HYDRANT DRAINS BELOW WATER TABLE TO WATER SERVICE DETAIL % ASPHALTIC TYPE RUSTPROOFMO. NO SCALE s� APPROVED fr WATERMAIN CONCRETE BLOCKING QUANITIES oo PAINTED BLACK. 2. ALL BELOW OROU140 NUTS, BOLTS, AND RFV S[D APPRO o nT no J Otte STANDARD ZPLATE NO, O y J 19 IB 5E0 MIN NtlIOTA HYDRANT HEIGHT OF VALVE BOX TO BE ADJUSTED TO FINISHED GRADE ABOVE CURB /-APPROVED LOCATOR ROD HYDRANT MARKER PACER TRAFFIC FLANGE HYDRANT OR APPROVED EQUAL 6 MON 2 UNDISTURBED SOIL PLAN 8 AT BEND rl Z NOT LE45 HAI 6" SECTION IS AT BEND r' A U„ *A^ fi .I UNDISTURBED SOIL PLAN 'A i NOT LESS THAN 6" o SECTION 'A' 2500 P51 CONCRETE 28 DAY STRENGTH WALL OF TRENCH I NOT LESS THAN ES 9 p0 SECTION 'AA' v \ COVER FITTING ENCASED IN CONCRETE WITH PLAN 'AA' POLYETHYLENE OR - DUILDING PAPER PRIOR O POURING APPROVCD OtSe P Q STANDARDOPLATE NO, 22 RCYiS D y`ry/s M IN Ntlb DTA (J ADJUST TO FINISHED ISOLD,�CONCRETE AS SPECIFIED BOX ASSEMBLY , VALVE & BlOCNS E WRAPPED WITYERS OF 4 MIL TIC WATERMAIN,LVE BOX SIZE VARIESGNMENT ICE ID CONCRETE BLOCKS MIN 4" THICK MIN 8" X 12" NOTES: R I, ALL VALVES SHALL BE FITTED WITH EXTENSION STEMS. TO BRING THE OPERATING NUT TO BE 2 FROM THE SURFACE. k 2, ALL BELOW GROUND NUTS, BOLTS, AND RODDING SHALL BE CORE -BLUE OR 316 STAINLESS STEEL. TYPICAL RESILIENT WEDGE LL VALVE & BOX INSTALLATION 10" & UNDER WATERMAIN NO SCALE APPROvO Yoo STANDARD PLATE NO. R[VIe[D Otse o 205 Y 1-1A-18 HIH NAOOTA TEE or PLUG CROSS W/2 PLUGS (i.e. 90° BEND) ll8 ➢END (46° BEND) AND 1/16 BEND (22,5°) 6" 0.22 CUYds 0.15 CuYda 0.05 CuYds VALVE LOCATION 0.27 CuYda 0.29 CuYds 2' FEET FROM BACK OF CURB L 10" 0.32 CuYds UNDISTURBED 0.14 CUYds EXTENSION " SOIL 0.73 CUYds ROD I6"CuYds 18" MINIMUM 0.49 CuYds 20" SEPARATION FROM 3.36 CuYds 0.95 CuYds STORM SEWER W/ , 5.77 CvYda INSULATION I h` O ✓ HYDRANT DRAIN MIN. 2 LAYERS OF �' PLASTIC 4 MIL. WATERMAIN VALVE BOX MIN. THICKNESS ALIGNMENT DEVICE4 - CRUSHED ROCK POLYETHYLENE OR BUILDING PAPER PRIOR TO POURING. 1 CU. YD. 2. CONCRETE BLOCKING SHALL BE POURED AGAINST a FIRM, UNDISTURBED GROUND, CONCRETE THRUST o 3. CONCRETE SHALL MEET THE REQUIREMENTS FOR BLOCK & BASE ...5: TIE BACK THE VALVE 018" NOTES: 4. ALL METAL PARTS OF TIE ROD OR STRAP TYPE MINIMUM 1, HYDRANT DRAINS BELOW WATER TABLE TO RESTRAINTS SHALL BE GALVANIZED OR COATED WITH SEPARATION FROM BE PLUOGED AND THE HYDRANT TAGGED ASPHALTIC TYPE RUSTPROOFMO. SANITARY SEWER WITH METAL STRIP AND THE NOZZLE WATERMAIN CONCRETE BLOCKING QUANITIES PAINTED BLACK. 2. ALL BELOW OROU140 NUTS, BOLTS, AND E APPRO o nT no RODDING SHALL BE CORE -BLUE OR 316 STAINLESS STEEL. STANDARD 2 LATE NO. 5E0 < � �-1A-13 HYDRANT AND VALVE INSTALLATION ,0 s tr APPROVED OtSe MINN tleoTA(J f/PysQ STANDARD PLATE No, 204 y 1E19S(IA 6 MON 2 UNDISTURBED SOIL PLAN 8 AT BEND rl Z NOT LE45 HAI 6" SECTION IS AT BEND r' A U„ *A^ fi .I UNDISTURBED SOIL PLAN 'A i NOT LESS THAN 6" o SECTION 'A' 2500 P51 CONCRETE 28 DAY STRENGTH WALL OF TRENCH I NOT LESS THAN ES 9 p0 SECTION 'AA' v \ COVER FITTING ENCASED IN CONCRETE WITH PLAN 'AA' POLYETHYLENE OR - DUILDING PAPER PRIOR O POURING APPROVCD OtSe P Q STANDARDOPLATE NO, 22 RCYiS D y`ry/s M IN Ntlb DTA (J ADJUST TO FINISHED ISOLD,�CONCRETE AS SPECIFIED BOX ASSEMBLY , VALVE & BlOCNS E WRAPPED WITYERS OF 4 MIL TIC WATERMAIN,LVE BOX SIZE VARIESGNMENT ICE ID CONCRETE BLOCKS MIN 4" THICK MIN 8" X 12" NOTES: R I, ALL VALVES SHALL BE FITTED WITH EXTENSION STEMS. TO BRING THE OPERATING NUT TO BE 2 FROM THE SURFACE. k 2, ALL BELOW GROUND NUTS, BOLTS, AND RODDING SHALL BE CORE -BLUE OR 316 STAINLESS STEEL. TYPICAL RESILIENT WEDGE LL VALVE & BOX INSTALLATION 10" & UNDER WATERMAIN NO SCALE APPROvO Yoo STANDARD PLATE NO. R[VIe[D Otse o 205 Y 1-1A-18 HIH NAOOTA ON SITE SOLUTIONS, INC, HENRY HAN6EN 6470 QYAM AVE NE ST. MICHAEL, MN 55378 TEL 7612301610 PIPE SIZE t TEE or PLUG CROSS W/2 PLUGS (i.e. 90° BEND) ll8 ➢END (46° BEND) AND 1/16 BEND (22,5°) 6" 0.22 CUYds 0.15 CuYda 0.05 CuYds g" 0.27 CuYda 0.29 CuYds 0,08 CUYds 10" 0.32 CuYds 0.48 CuYds 0.14 CUYds 12" 0.37 CuYds 0.73 CUYds 0.21 CUYds I6"CuYds 1.73 CuYda 0.49 CuYds 20" 0.82 CUYds 3.36 CuYds 0.95 CuYds 24" 1,34 CUYds 5.77 CvYda 1.63 CuYda NOTE: 1, COVER FITTINGS ENCASED IN CONCRETE WITH POLYETHYLENE OR BUILDING PAPER PRIOR TO POURING. 2. CONCRETE BLOCKING SHALL BE POURED AGAINST a FIRM, UNDISTURBED GROUND, 3. CONCRETE SHALL MEET THE REQUIREMENTS FOR GRADE B CONCRETE IN CONFORMANCE WITH MA/DOT 2461. 4. ALL METAL PARTS OF TIE ROD OR STRAP TYPE RESTRAINTS SHALL BE GALVANIZED OR COATED WITH ASPHALTIC TYPE RUSTPROOFMO. w WATERMAIN CONCRETE BLOCKING QUANITIES APPRO o nT no J Otte PO STANDARD 2 LATE NO. 5E0 < � �-1A-13 MIN NeeOTA ON SITE SOLUTIONS, INC, HENRY HAN6EN 6470 QYAM AVE NE ST. MICHAEL, MN 55378 TEL 7612301610 PIPE SIZE t TEE or PLUG CROSS W/2 PLUGS (i.e. 90° BEND) ll8 ➢END (46° BEND) AND 1/16 BEND (22,5°) 6" 0.22 CUYds 0.15 CuYda 0.05 CuYds g" 0.27 CuYda 0.29 CuYds 0,08 CUYds 10" 0.32 CuYds 0.48 CuYds 0.14 CUYds 12" 0.37 CuYds 0.73 CUYds 0.21 CUYds I6"CuYds 1.73 CuYda 0.49 CuYds 20" 0.82 CUYds 3.36 CuYds 0.95 CuYds 24" 1,34 CUYds 5.77 CvYda 1.63 CuYda ABOVE -GROUND TRACE 812 AWG COPPER WIRE ACCESS BOX CLAD STEEL -BLUE PERMANENTLY MOUNTED (TYP) TO GRACE FLANGE BOLT _ 1.0' MAX (SEE FRONT VIEW) 3 -WAY CONNECTOR TRACE WIRE (oi Jrk I_ �1 F AROUND NORTH T - "'�_ OR EAST BIDE x OF FITTINGS 1.0' MAX 1,0' MAX DRIVE -it WIRE UNDERNEATH MAGNESIUM NORTH OR EAST GROUNDING SIDE OF HYDRANT ANCHOR LEAD ROD - TAPE OR PLASTIC WIRE UNDERNEATH TIE (TYP) EAST SIDE OF III WATERMAIN WATERMAIN HYDRANT - PLAN VIEW HDPE OR STAINLESS STEEL BRACKET TO AN ABOVE -GROUND PERMANENTLY SECURE ACCESS BOX TO AN ABOVE-GROUND TRACE WIRE GRADE FLANGE 1 ACCESS BOX NEW STAINLESS STEEL BOLT TO ALLOW 2.0' MIN FOR BRACKET INSTALLATION -1.0' MAX TAPE OR PLASTIC TIE (TYP) g //12 AWG COPPER CLAD o �( STEEL -BLUE (TYP) vi K WIRE CONTINUES UNDER HYDRANT LEAD 1.0' MAX AND CONNECTS TO MAIN LINE WIRE q14 AWC COPPER CLAD (SEE PLAN VIEW) STEEL RED, FACTORY CONNECTED TO > �tGROUND RCD 4 3 DRIVE-IN MAGNESIUM �g !.0' MAX GROUNDING ANODE ROD TRACER WIRE DETAIL HYDRANT - SECTION VIEW NO SCALE PPRovEo CI*YO■/P/ya STANDARD PLATE NO, t J-Ia-IB tVe50 - REVIS[D 209 MIN HtleOTA R04R PARRISH MEADOWS SINGLE FAMILY &COMMERCIAL OTSEGO, MINNESOTA coxrAm Exc xEm wR Aw m °R IesroRr DATE IssuEIAEvlson R(v�(w IT Ssp sil9 Rd.*�rsry Rmss=:'r1 FOU II O.Y 1019 R�ryRS ad -d9 Fu.'stre DI'.R Ii l>ff Ld,ATIrnF, SFAL OR R E9 CRVABOVE AAE NOi Yi (. iN 9 sNEEt xA9 eE&AID OELCEO eEtOh AEAA mnxOe NoloNOm AVAuoeoculmrt.PEwEcavricT TME ENGNEPA TO Re)IEST MARIONAL OODDI.mA4 PRELIMINARY PLAT October 14, 2019 0 L A N D F O R M From She to Finish 0 48 105 South Flf1h Avenue Tel: 612-252-9070 Suite 513 Fax: 612252-9077 Minneapolis, MN 55401 Web: landform.nel FILE NAME C704WHS005,dWg PROJECT N0. WH518005.001 FORM 1/2 PIPE SECTION OF LARGEST DIAMETER PIPE l I 1 LARGEST DIAMETER PIPE \ I I GROUT BOTTOM TO SLOPE WGROUT BOTTOM TO SLOPE TOWARD PIPE AS SHOWN SECTION A -A BY ARROWS BY ARROWS SECTION A -A MANHOLE COVER SLAB HAVE & CASTING (SEE SHALL BE PER MNDOT MH & CB SCHEDULE) 4020 WITH 27" (STORM SEWER) ECCENTRIC OPENING NO SCALE vreo TD REvls[o ANRINGS ' PER STD PLATE 4 4 Hiq NBROYA MAXIMUM DISTANCE FROM RIM STEPS I6" O.C. TO FIRST STEP IS 24". Mn/DOT MANHOLE TO BE CONSTRUCTED OF APPROVED STEPS PIR - APPROVED STEPS PER PRECAST CONCRETE SECTIONS. STEEL REINFORCING SHALL BE PER MN/DOT STANDARD ASTM C478. WATERTIGHT JOINTS IF PLATE 4180 SHALL BE PER ASTM 443C A VARIES A PRECAST OR CAST -IN-PLACE - SEAL PIPES LOWER SECTION WITH GROUT II I II I I II I II F II I � II f 4 II I I II I II I II -' PRECAST OR INTEGRAL $ CONCRETE MANHOLE BASE LARGEST DIAMETER PIPE \ I I PER MNDOT 4011. WGROUT BOTTOM TO SLOPE MANHOLE INVERT SHALL BE SECTION A -A BY ARROWS SLOPED TO PROVIDE SMOOTH $ FLOW FROM INLET TO OUTLET, L MAXIMUM FILL HElcer 15 FT. PER STD PLATE 4114 SLAB -TOP MANHOLE COVER SLAB (STORM SEWER) MAXIMUM DISTANCE FROM RIM NO SCALE vreo TD REvls[o ®�SG " O G400 STANDARDPLATE NO, Y J -IB -IB Hiq NBROYA 1 14" 2'-0" MI MINIMUM OF THREE LARGEST DIAMETER PIPE \ I I -PPROVED HANDLING DEVICES WGROUT BOTTOM TO SLOPE 120' SPACING, SECTION A -A BY ARROWS CASTING NEENAH 3067 A •i JAT A GROUT INVERT 'yy I +� PER STD PLATE 4114 PER STO PLATE 41 COVER SLAB / MAXIMUM DISTANCE FROM RIM X00 REDUCER SECTION MAXIMUM DISTANCE T�STEPS A5 PER FROM RIM T 1 1/2" MIN. REINFORCEMENT T, 1 1 CLEARANCE 1 AB CpVER SLAB CASTING NEENAH 3087 OR EQUIVALENT WITH OL OR DR GRATE Mn/DOT \ // TO OF CURB - LI�EW ADJUSTING RING(S) - 4' PER STD PLATE 4114 SEE TABLE 4005L LOWER SECTION 5„ MIN. 6" PRECAST OR ' MIN, 6" PRECAST OR - STRUCTURE Mn/DOT d i PLATE 4024 SLOPED TO PROVIDE SMOOTH FLOW FORM INLET TO OUTLET. GROUT INVERT STANDARD OPENINGS AS REQUIRED (SEE SECTION A -A) . PI PENS A. OPENING) SIZE `24 _ NO SCALE SECTION A -A IS APPROVED EDOt1 18 26 = MINIMUM C.B. DEPTH - FLOW LINE TO INVERT 21 30 PIPE DIA. MIN. DEPTH MINIMUM DEPTH 24 34 YlITH 2 RINGS 15 41 IN, 1 41 IN, a 18 45 IN, 45 IN. 21 48 N. 48 IN, 24 1 51 IN, 51 IN. Vv' 48 INCH DIAMETER SHALLOW DEPTH CATCH BASIN = MAXIMUM 24 INCH DIAMETER PIPE SIZE NO SCALE APPNovm E D OtSP P Q STANDARD PLATE NO. / 0 -10 -IB NIN NtleOTA05 o 1 FORM 1/2 PIPE SECTION OF a LARGEST DIAMETER PIPE \ I I Mlnnespolis, MN 55401 WGROUT BOTTOM TO SLOPE TOWARD PIPE AS SHOW14 SECTION A -A BY ARROWS CASTING NEENAH 3067 FRAME & CASTING (SEE OR EQUIVALENT WITH DL OR OR GRATE MH & CB SCHEDULE). ADJUSTING RING(S PER STD PLATE 4114 PER STO PLATE 41 COVER SLAB 2 MAXIMUM DISTANCE FROM RIM PRECAST ECCENTRIC TO FIRST STEP IS 24". REDUCER SECTION MAXIMUM DISTANCE T�STEPS A5 PER FROM RIM T PRECAST SEGMENTS AS STEPS AS PER MN/DOT REQUIRED IN 1 FOOT STANDARD PLATE 4180J 16"0.C� MANHOLE TO BE CONSTRUCTED OF PRECAST CONCRETE m SECTIONS. STEEL REINFORCING " a SHALL BE PER ASTM C478. SEAL PIPE WATERTIGHT JOINTS SHALL BE SEAL PIPES i WITH GROUT PER ASTM 4430 I o,ID' O r [6w 4005L LOWER SECTION 3" DIN. I I MIN. 6" PRECAST OR ' MIN, 6" PRECAST OR INTEGRAL CONCRETE MANHOLE BASE MANHOLE INVERT SHALL BE SLOPED TO PROVIDE SMOOTH PER MNDOT 4011, o FLOW FROM INLET TO OUTLET SLOPED TO PROVIDE SMOOTH FLOW FORM INLET TO OUTLET. �I (SEE SECTION A -A) STORM SEWER STANDARD MANHOLE _ NO SCALE MINIMUM COVER FLOW LINE - TO TOP OF PIPE = 2 FEET APPROVED EDOt1 OP o € AVPRov[D � R vN o ®6SG P O SIT2Y Q STANDARD ON0. JGy/� NIN NBIOTA(J HIN Ntl10TA 1 FORM 1/2 PIPE SECTION OF a LARGEST DIAMETER PIPE \ Mlnnespolis, MN 55401 GROUT BOTTOM TO SLOPE TOWARD PIPE AS SHOWN SECTION A -A BY ARROWS CASTING NEENAH 3067 SECTION A -A OR EQUIVALENT WITH DL OR OR GRATE ADJUSTING RING(S) T P OF CU B PER STD PLATE 4114 FLOW _ LINE ro COVER SLAB 4' Mn/DOT 4022 Mn/DOT 4020 ; i a MAXIMUM DISTANCE T�STEPS A5 PER FROM RIM T PRECAST SEGMENTS AS FIRST STEP S 24',/ I MN/DOT STANDARD II REQUIRED IN 1 FOOT PLATE 4180 \ MULTIPLES T 48" r 48" PRECAST LOWER SECTION SEAL PIPE MINIMUM 36" HIGH MAXIMUM WITH GROUT 48" HIGH Mn/DOT PLATE E 4005L LOWER SECTION L MIN. 6" PRECAST OR ' INTEGRAL CONCRETE MANHOLE BASE PER MNDNVEOTRT ;-HALL NOTES; - HA1. MANHOLE ILL MANHOLE STEEL REINFORCING SLOPED TO PROVIDE SMOOTH FLOW FORM INLET TO OUTLET. MANHOLE STEEL REINFORCING R SHALL BE PER ASTM C478• (SEE SECTION A -A) °o STANDARD STORM MANHOLE — CATCH BASIN MINIMUM COVER FLOW LINE - TO TOP OF PIPE = 2 FEET d NO SCALE CITY OP O�SQ O o € AVPRov[D � R vN o ®6SG P O STANDARD PLATE NO, i J -IB -IB JGy/� NIN NBIOTA(J HIN N016TA DOWNSTREAMUPSTREAM S1DE GROUT AROUND SIDE OF WEIR OF WEIR WEIR TO SEAL- / -MANHOLE (WALL OR BASE) I I _ 16" #4 ANCHOR PRE -CAST INTO MANHOLE 12" O,C. NOTES, ALL NEW MANHOLES SHALL HAVE AN INTEGRAL WEIR PRECAST WITH THE MANHOLE. •IF NECESSARY, AS AN ALTERNATIVE TO THE PRECAST WEIR AND ANCHORS: HVA ADHESIVE ANCHOR SYSTEM, WITH HVA ADHESIVE CAPSULES AND #5 REBAR, AS MANUFACTURED BY HILTI CORP OR APPROVED EQUAL MAY BE USED. REINFORCEMENT BARS IN WEIR NOT SHOWN, WEIR REINFORCEMENT ® WALL AND BASE 40" HAALA 48-57PLATE 4 STYLE GRATE OR EQUIVALENT I� PRECAST MANHOLE SECTIONS OVERFLOW ELEVATION SEE NOTE INTERGRAL WEIR PRECAST WITH MANHOLE WITH #4 REBAR, NORMAL WATER e ELEVATION RCP OUTLET PIPE "q 12" Min. 4. E I I 2" O.C. EW FLOW E" RCP INLET PIPE) WEIR REIN FORCEMENY INTEGRAL BASE $ 0 WALL AND BASE, NOTE THE OVERFLOW ELEVATION SHALL BE AT OR ABOVE THE PEAK q 2 -YEAR STORM EVENT ELEVATION, OUT NO HIGHER THAN THE 100 ;L YEAR ELEVATION SKIMMER STRUCTURE WITH WEIR NO SCALE f avPRav[D Oise v 0 STANDARO3LATE NO. 4 o D JG 3 -19 -IB NIN NBBOTA 1 FORM 1/2 PIPE SECTION OF a LARGEST DIAMETER PIPE Mlnnespolis, MN 55401 I GROUT BOTTOM TO SLOPE I a I TOWARD PIPE AS SHOWN SECTION A -A BY ARROWS CONCRETE FRAME PER CASTING NEENAH R-4342 Mn/DOT PLATE NO. 4143 OR EQUIVALENT STOOL COVER SLAB TYPE GRATE Mn/DOT 4020 ; i a 1 MAXIMUM DISTANCE STEPS AS PER 5"' T FROM RIM TO MN/00T STANDARD— FIRST STEP IS 24", PLATE 4180 {STEPS 116"O.C. r 48" M. < w y A —SEAL PIPE �_ FG �N WITH GROUT S E � L � it NOTES' MANHOLE INVERT SHALL BE MANHOLE STEEL REINFORCING SLOPED TO PROVIDE SMOOTH FLOW FROM INLET TO OUTLET ^ SHALL BE PER ASTM C478, � STANDARD STORM MANHOLE -YARD INLET o,d NO SCALE ry i APPROVED CITY OP O�SQ O STANDARDPLATENO. E N JG 0 i y J 10 10 HIN N016TA GROUT BOTTOM TO SLOPE TOWARD PIPE AS SHOWN / BY ARROWS, A \� � A PIPE TOP VIEW CASTING NEENAH R-4342 OR EQUIVALENT STOOL TYPE GRATE CONCRETE FRAME PER Mn/DDT PLATE NO, 4143 NOTES: AS AN OPTION, BRICK OR CONCRETE 27" BLOCK MASONRY MAY BE USED. SEAL PIPE FOR MATERIALS AND CONSTRUCTION WITH GROUT METHODS. SEE MN/DOT PLATE N0, 4002, CONE SECTION DETAILS OF cNOUT INVENT 4002 DO NOT APPLY, AS SHOWN ABOVE MANHOLE STEEL REINFORCING s[ovr` SHALL BE PER ASTM C478. E �— MIN. 6" PRECAST OR 2"-«{F.- INTEGRAL CONCRETE 40" DIA, MANHOLE BASE PER MNOOT 4011, SECTION A -A w ak 27" PRECAST CATCH BASIN YARD INLET NO SCALE a, aPPRov[D Oise P O STANDARDPLATE NO, 409 y JCIB CIB HIN NtlAOTA ON SITE SOLUTIONS, INC, HENRY HANSEN 5470 OYAM AVE NE ST. MICHAEL, Mil 65376 TEL 761238-1610 0tg,(0 WIRH®904& PARRISH MEADOWS SINGLE FAMILY & COMMERCIAL OTSEGO, MINNESOTA E9—TENGN HORA.RYPro0FH1— BATE iNNUEI REZ'L ON P.i 11 NeN 1019 Ilh1SJ19 T14 ¢iGNANF[ 6FAL OR FOUR l B,E9 BRECM1Y ABDJf AFE NOi 1'ARIN TANDI TNAN¢EAIAL OBUCE00EY0N00rtFN0E0 PEADANIRV AN019 NO IONGEA A VALLA BIXVEIENI, RFAAEWMMT iNE E W iNffA TO FEW ENi 4➢BIIIONN BOCUTAR9 PRELIMINARY PLAT October 14, 2019 L A N D F O R M From Site to Finish 0 105 South Fifth Avenue Tel: 612-252-9070 a Fax: 612-252-9077 Mlnnespolis, MN 55401 Web: landfomt.nel FILE NAME I a I PROJECT NO, WHS18005,001 m � S i u ; i a G o r o o.za G ax+i M. < w �_ FG �N � z o S � 14v.6z om3o Nt' � it 3 ad o��ws G � o0 �o � mI oD'A +o �a —�'• Vv' NIW I a OBtlO8 338J r, � tS o TYPICAL TRoEATAMENT LE BASIN ' aPPRov[B .a F REV E0 oL�SG r o JG STANDAR D PLATE NO, 5 L MAR[H 2005 MIN NBOOTA GROUT BOTTOM TO SLOPE TOWARD PIPE AS SHOWN / BY ARROWS, A \� � A PIPE TOP VIEW CASTING NEENAH R-4342 OR EQUIVALENT STOOL TYPE GRATE CONCRETE FRAME PER Mn/DDT PLATE NO, 4143 NOTES: AS AN OPTION, BRICK OR CONCRETE 27" BLOCK MASONRY MAY BE USED. SEAL PIPE FOR MATERIALS AND CONSTRUCTION WITH GROUT METHODS. SEE MN/DOT PLATE N0, 4002, CONE SECTION DETAILS OF cNOUT INVENT 4002 DO NOT APPLY, AS SHOWN ABOVE MANHOLE STEEL REINFORCING s[ovr` SHALL BE PER ASTM C478. E �— MIN. 6" PRECAST OR 2"-«{F.- INTEGRAL CONCRETE 40" DIA, MANHOLE BASE PER MNOOT 4011, SECTION A -A w ak 27" PRECAST CATCH BASIN YARD INLET NO SCALE a, aPPRov[D Oise P O STANDARDPLATE NO, 409 y JCIB CIB HIN NtlAOTA ON SITE SOLUTIONS, INC, HENRY HANSEN 5470 OYAM AVE NE ST. MICHAEL, Mil 65376 TEL 761238-1610 0tg,(0 WIRH®904& PARRISH MEADOWS SINGLE FAMILY & COMMERCIAL OTSEGO, MINNESOTA E9—TENGN HORA.RYPro0FH1— BATE iNNUEI REZ'L ON P.i 11 NeN 1019 Ilh1SJ19 T14 ¢iGNANF[ 6FAL OR FOUR l B,E9 BRECM1Y ABDJf AFE NOi 1'ARIN TANDI TNAN¢EAIAL OBUCE00EY0N00rtFN0E0 PEADANIRV AN019 NO IONGEA A VALLA BIXVEIENI, RFAAEWMMT iNE E W iNffA TO FEW ENi 4➢BIIIONN BOCUTAR9 PRELIMINARY PLAT October 14, 2019 L A N D F O R M From Site to Finish 0 105 South Fifth Avenue Tel: 612-252-9070 SUR8 513 Fax: 612-252-9077 Mlnnespolis, MN 55401 Web: landfomt.nel FILE NAME 0705WHS005.dwg PROJECT NO, WHS18005,001 GROUT BOTTOM TO SLOPE TOWARD PIPE AS SHOWN A \ BYAARROWS. / PIPE TOP VIEW CASTING NEENAH 3067 OR P�6UIVZENT WITH DL OR DR GRATE ADJUSTING RING(S)PER STO PLATE 414WALL TO BE PRECASSECTION OR CONCRETE 6SEWER BLOCK PRECAST OPENINGS AS REOVIRED GROUT INVERT A SHOWN ABOVE S"I RECTANGULAR E SECTION A -A NOTES: 1. CONCRETE BASE SHALL BE 6" POURED IN PLACE OR 5" PRECAST SLAB. 2. MANHOLE STEEL REINFORCING SHALL BE PER ASTM C478. 21 x 3' CATCH BASIN NO SCALE PPavLD O�Se ° STANDARD PLATE NO. $ 3 -18 -ID HIN NBIOYA DRAINTI E (WITH CLEANOUT WITH TRACER WIRE) METAL CAP) PROT CT DRAIN ILE WITH ORANGE PAINTED METAL FENCE POSTS PLACED NEAR THE LOT LINE. NOTES, PLAN VIEW I. IN CLAY SOUS, DRAINTILE SHALL BE PLACED ALONG THE REAR LOT LINES SO THAT NO LOT IS MORE THAN ONE LOT WIDTH AWAY FROM A STORM SEWER STRUCTURE. C LEANOUT(S1 SHALL BE BROUGHT TO FINISHED GROUND AT ALL BEN S AND END OF LINES. 2. MINIMUM TRANSVERSE SLOPE OF PERFORATED PIPE SHALL BE 29, FINISHED GROUND 12" MIN ' o. COURSE FILTER AGGREGATE MN/DOT SPEC, 3149 12" GEOTEXTILE FABRIC MN/DOT SPEC, 3733, MIN. TYPE 1 ON ALL SIDES OF COARSE FILTER AGO. J SOLID 4" DIA. PERFORATED PVC PIPE MN/DDT SPEC. 3245 12" MIN c 1 SECTION A—A O ROWS PERFORATION (0.2" TO 0.4" DIA.) SPACED 3" APART PLACED IN BOTTOM I/3 OF PIPE. REAR YARD DRAIN TILE DETAIL NO SCALL APPROVED STANDAR41 PLATE NO, - o LYhEp L " 3 -19 -IB MIN NetoTA a� WEAR NON -WEAR CLASS 5 AGGREGATE BASE -TFFF--- CLASS 3 OR 4 AGGREGATE I SUB -BASE SAESUBGRADE COARSEE FILTER FILTERR AGGREGATE MN/DOT SPEC. 3149 GEOTEXTILE FABRIC MN/DOT SPEC. 3733, TYPE 1 SOLID 4" DIA. PERFORATED ON TES, PIPE MN/DOT SPEC. 3245 I. OUTLET TO BOTH SIDES OF (HAUNCH BOTTOM A OF PIPE) ROADWAY. 2. MINIMUM TRANSVERSE SLOPE OF PERFORATED PIPE SHALL BE 2%, TRANSVERSE PERMEABLE AGGREGATE BASE (P.A.B.) DRAIN NO SCALE APPtovEo OtSePo STANDARD NO. } ISEO -IB-IB MIN NtIOTA FRAME & CASTINGPER MH & CB SCHEDULE CONCRETE ENCASED ADJUSTING RINGS -- PAVEMENT Mn/DOT PLATE 4026A MAX 4 RINGPES. MAX I" CHIMNEY GROUT R JOINT. HEIGHT UMBER OF ADJUSTMENT MINIMUM 4"- RINGS SHALL BE MAX 11" MINIMIZED TOTHE EXTENT POSSIBLE, I E. ' USE (2) 4" RINGS ^^—, INSTEAD OF (4) 2" RINGS NOTES: I, PRECAST CONCRETE OR BRICK CHIMNEY RINGS MAY BE USED FOR ALL CATCH BASINS, EXISTING STORM MANHOLES, AND ANY NEW MANHOLES OUTSIDE OF PAVED AREAS AND WITHIN CURB AND GUTTER, 2. STORM MANHOLES WITHIN PAVED AREAS SHALL USE HDPE "PLASTIC" RINGS AND CONFORM TO STD PLATE 309 3, CONCRETE ENCASED ADJUSTING RINGS Mn/DOT PLATE 4026A S 4. SHIMS USED FOR LEVELING SHALL BE METAL OR CONCRETE n 0 STORM MANHOLE ADJUSTMENT RINGS NO SCALL o fr APPeOVCD ITY OP tsego STANDARD PLATE NO. REvlsm 41 4 R y O -IB -I6 H1H Nt90TA � ,� _............_.,...._ CURB 4" PERFORATED PIPE LONGITUDINAL P,A,B. DRAINS V BELOW SUBGRADE (MAY BE ADJACENT TO, BELOW, OR ABOVE STORM SEWER) CURB TOP VIEW BITUMINOUS WEAR COURSE BITUMINOUS NON -WEAR COURSE CLASS 5 AGGREGATE BASE — _ CLASS 3 or 4 AGGREGATE SUB -BASE ___AP FOVED SUBGRADE 12" COARSE FILTER AGGREGATE MN/D 0T SPEC, 3149 GEOTEXTILE FABRIC NIN/DOT SPEC. 3733, TYPE I ON ALL SIDES OF COASE FILTER AGGREGATE SOLID 4" DIA, PERFORATED NOTES, PIPE MN/DOT SPEC. 3245 S (HAUNCH BOTTOM YS OF PIPE) w 1. MINIMUM 25' OUT OF CATCH BASINS. 2, MINIMUM SLOPE OF PERFORATED PIPE SHALL BE 1%. So LONGITUDINAL PERMEABLE AGGREGATE BASE (P.A.B.) DRAIN NO SCALE APPROVED ITY OP Se STANDARD N0. REVISED3-S-IB 1OtA REFERENCE NOTES, AQ ONLY POLYPROPYLENE PIPE (PP) ALLOWED IN VEHICLE TRAFFIC AREAS. CORREGATED POLYETHYLENE (CP) OR HIGH DENSITY POLYETHYLENE (HOPE) ONLY ALLOWED IN GREEN AREAS. ® PIPE "DOING SHALL BE FINE AGGREGATE BEDDING PER MNDOT 3149.G.I OF SELECT GRANULAR MATERIAL PER MNDOT 3149.8,2 FINISHED GROUND PIPE BEDDING - O HAUNCH AREA (TYP,). 4"-6" PIPE BEDDING, 00 \ Q = INSIDE DIAMETER PI11 MA P-P.11A COVER 67 NOT COMPACT BY ANY DO = OUTSIDE DIAMETER MEANS PRIOR TO PIPE 1 14 It PLACEMENT, IS IC6 I2 IB 24 f B 24 2 t JO 2 6 30 S 41 13 14 CONSTRUCTION NOTES: IB I4 14 I. MAXIMUM NOMINAL PIPE DIAMETER IS 48" FOR STORM SEWER AND CULVERTS. 2. MAXIMUM EMBANKMENT PARTICLE SIZE WITHIN 2 FT. OF PLASTIC PIPE IS 1". 3, PLASTIC PIPE IS NOT ALLOWED WITHIN THE WATER TABLE. DO NOT PERFORM PIPE INSTALLATION. EMBEDMENT COMPACTION. OR DEFLECTION TESTING IN 5' STANDING WATER, j 4. BACKFILL SHALL BE COMPACTED EVENLY AND SIMULTANEOUSLY IN 6" LIFTS ON EACH SIDE OF THE PIPE UP TO 12" ABOVE THE PIPE WHEN COMPACTED. 2 5, A PASSING DEFLECTION TEST IS REQUIRED FOR ACCEPTANCE OF PIPE, R 6. PROTECT ALL PIPE UNDER SHALLOW COVER FROM DAMAGE FROM HEAVY D LOADING DURING CONSTRUCTION AND PER MNDOT 2501 & 2503, f PLASTIC PIPE COVER AND BEDDING REQUIREMENTS FOR .Y STORM DRAINS AND CULVERTS NO SCALE APPq.VED ITY OP R Y�EDt �tSe STANDARD LATE N0. MINNOtOTA ON SITE SOLUTIONS, INC, HENRY HANSEN 5470 QYAM AVE NE ST. MICHAEL, MN 55376 TEL 76123&1610 0ip101 PiIG4H®•O4A PARRISH MEADOWS SINGLE FAMILY & COMMERCIAL OTSEGO, MINNESOTA COMAOT ENGINE91Poq ANVPR,OPNeiOPY DATF ICCUEI REVI50N PENEW II Jed MIp P�Mmry Pi sutmnN DI.M II00 t01p P mlmry %N C,tlmtl Pnlh,u ONR RTHEEON 2 CM aRFOV INEBOREaRYA00VEAAENOT vselF.IKSCNEETx<s DE RAREPROOUCEo eEr111 Wle+DED EA04B1RVANOMNOION061A VfLe00LUw<'li T.REISECOMRCT TR FNa,NEEP N REOUEsi PDD DpdM DOCUMEM9. PRELIMINARY PLAT October 14, 2019 O 1. A N D F O R M From Site to Finish 105 South RIth Avenue Tel: 612-262-9070 Suite 613 Fax: 612-252-9077 Minneapolis, MN 65401 Web: landfovn.nel FILE NAME 0706WHS005.dW0 PROJECTNO. WHS1BOD5.001 CURB 4" PERFORATED PIPE TRANSVERSE P.A.B. DRAINS I' BELOW SUBGRADE til (MAY BE ADJACENT TO, BELOW, OR ABOVE STORM SEWER) CURB .`1 TOP VIEW WEAR NON -WEAR CLASS 5 AGGREGATE BASE -TFFF--- CLASS 3 OR 4 AGGREGATE I SUB -BASE SAESUBGRADE COARSEE FILTER FILTERR AGGREGATE MN/DOT SPEC. 3149 GEOTEXTILE FABRIC MN/DOT SPEC. 3733, TYPE 1 SOLID 4" DIA. PERFORATED ON TES, PIPE MN/DOT SPEC. 3245 I. OUTLET TO BOTH SIDES OF (HAUNCH BOTTOM A OF PIPE) ROADWAY. 2. MINIMUM TRANSVERSE SLOPE OF PERFORATED PIPE SHALL BE 2%, TRANSVERSE PERMEABLE AGGREGATE BASE (P.A.B.) DRAIN NO SCALE APPtovEo OtSePo STANDARD NO. } ISEO -IB-IB MIN NtIOTA FRAME & CASTINGPER MH & CB SCHEDULE CONCRETE ENCASED ADJUSTING RINGS -- PAVEMENT Mn/DOT PLATE 4026A MAX 4 RINGPES. MAX I" CHIMNEY GROUT R JOINT. HEIGHT UMBER OF ADJUSTMENT MINIMUM 4"- RINGS SHALL BE MAX 11" MINIMIZED TOTHE EXTENT POSSIBLE, I E. ' USE (2) 4" RINGS ^^—, INSTEAD OF (4) 2" RINGS NOTES: I, PRECAST CONCRETE OR BRICK CHIMNEY RINGS MAY BE USED FOR ALL CATCH BASINS, EXISTING STORM MANHOLES, AND ANY NEW MANHOLES OUTSIDE OF PAVED AREAS AND WITHIN CURB AND GUTTER, 2. STORM MANHOLES WITHIN PAVED AREAS SHALL USE HDPE "PLASTIC" RINGS AND CONFORM TO STD PLATE 309 3, CONCRETE ENCASED ADJUSTING RINGS Mn/DOT PLATE 4026A S 4. SHIMS USED FOR LEVELING SHALL BE METAL OR CONCRETE n 0 STORM MANHOLE ADJUSTMENT RINGS NO SCALL o fr APPeOVCD ITY OP tsego STANDARD PLATE NO. REvlsm 41 4 R y O -IB -I6 H1H Nt90TA � ,� _............_.,...._ CURB 4" PERFORATED PIPE LONGITUDINAL P,A,B. DRAINS V BELOW SUBGRADE (MAY BE ADJACENT TO, BELOW, OR ABOVE STORM SEWER) CURB TOP VIEW BITUMINOUS WEAR COURSE BITUMINOUS NON -WEAR COURSE CLASS 5 AGGREGATE BASE — _ CLASS 3 or 4 AGGREGATE SUB -BASE ___AP FOVED SUBGRADE 12" COARSE FILTER AGGREGATE MN/D 0T SPEC, 3149 GEOTEXTILE FABRIC NIN/DOT SPEC. 3733, TYPE I ON ALL SIDES OF COASE FILTER AGGREGATE SOLID 4" DIA, PERFORATED NOTES, PIPE MN/DOT SPEC. 3245 S (HAUNCH BOTTOM YS OF PIPE) w 1. MINIMUM 25' OUT OF CATCH BASINS. 2, MINIMUM SLOPE OF PERFORATED PIPE SHALL BE 1%. So LONGITUDINAL PERMEABLE AGGREGATE BASE (P.A.B.) DRAIN NO SCALE APPROVED ITY OP Se STANDARD N0. REVISED3-S-IB 1OtA REFERENCE NOTES, AQ ONLY POLYPROPYLENE PIPE (PP) ALLOWED IN VEHICLE TRAFFIC AREAS. CORREGATED POLYETHYLENE (CP) OR HIGH DENSITY POLYETHYLENE (HOPE) ONLY ALLOWED IN GREEN AREAS. ® PIPE "DOING SHALL BE FINE AGGREGATE BEDDING PER MNDOT 3149.G.I OF SELECT GRANULAR MATERIAL PER MNDOT 3149.8,2 FINISHED GROUND PIPE BEDDING - O HAUNCH AREA (TYP,). 4"-6" PIPE BEDDING, 00 \ Q = INSIDE DIAMETER PI11 MA P-P.11A COVER 67 NOT COMPACT BY ANY DO = OUTSIDE DIAMETER MEANS PRIOR TO PIPE 1 14 It PLACEMENT, IS IC6 I2 IB 24 f B 24 2 t JO 2 6 30 S 41 13 14 CONSTRUCTION NOTES: IB I4 14 I. MAXIMUM NOMINAL PIPE DIAMETER IS 48" FOR STORM SEWER AND CULVERTS. 2. MAXIMUM EMBANKMENT PARTICLE SIZE WITHIN 2 FT. OF PLASTIC PIPE IS 1". 3, PLASTIC PIPE IS NOT ALLOWED WITHIN THE WATER TABLE. DO NOT PERFORM PIPE INSTALLATION. EMBEDMENT COMPACTION. OR DEFLECTION TESTING IN 5' STANDING WATER, j 4. BACKFILL SHALL BE COMPACTED EVENLY AND SIMULTANEOUSLY IN 6" LIFTS ON EACH SIDE OF THE PIPE UP TO 12" ABOVE THE PIPE WHEN COMPACTED. 2 5, A PASSING DEFLECTION TEST IS REQUIRED FOR ACCEPTANCE OF PIPE, R 6. PROTECT ALL PIPE UNDER SHALLOW COVER FROM DAMAGE FROM HEAVY D LOADING DURING CONSTRUCTION AND PER MNDOT 2501 & 2503, f PLASTIC PIPE COVER AND BEDDING REQUIREMENTS FOR .Y STORM DRAINS AND CULVERTS NO SCALE APPq.VED ITY OP R Y�EDt �tSe STANDARD LATE N0. MINNOtOTA ON SITE SOLUTIONS, INC, HENRY HANSEN 5470 QYAM AVE NE ST. MICHAEL, MN 55376 TEL 76123&1610 0ip101 PiIG4H®•O4A PARRISH MEADOWS SINGLE FAMILY & COMMERCIAL OTSEGO, MINNESOTA COMAOT ENGINE91Poq ANVPR,OPNeiOPY DATF ICCUEI REVI50N PENEW II Jed MIp P�Mmry Pi sutmnN DI.M II00 t01p P mlmry %N C,tlmtl Pnlh,u ONR RTHEEON 2 CM aRFOV INEBOREaRYA00VEAAENOT vselF.IKSCNEETx<s DE RAREPROOUCEo eEr111 Wle+DED EA04B1RVANOMNOION061A VfLe00LUw<'li T.REISECOMRCT TR FNa,NEEP N REOUEsi PDD DpdM DOCUMEM9. PRELIMINARY PLAT October 14, 2019 O 1. A N D F O R M From Site to Finish 105 South RIth Avenue Tel: 612-262-9070 Suite 613 Fax: 612-252-9077 Minneapolis, MN 65401 Web: landfovn.nel FILE NAME 0706WHS005.dW0 PROJECTNO. WHS1BOD5.001 NON—WOVEN FILTER COVER I" HIGH DENSITY POLYETHELENE FRAME DASE OF FRAME JW�_ SHAPED & SIZED TO FIT INLET TOP SDE VIE TYPICAL CONSTRUCTION SEQUENCE FOR SILT—SAVER FRAME & FILTER I, EXCAVATE APPROXIMATELY 4" TO 6" BELOW THE TOP OF THE INLET STRUCTURE. 2. PLACE THE FRAME ONTO THE INLET STRUCTURE, ENSURING PROPER SEATING OF FRAME TO STRUCTURE. a3. SLIDE THE FILTER OVER THE FRAME. 4. FILL THE FILTER POCKETS WITH SOIL, #57 GRAVEL OR wE EQUIVALENT. THE FILTER POCKETS SHOULD BE COMPLETELY FILLED TO ENSURE A GOOD SEAL BETWEEN THE GROUND AND INLET STRUCTURE a 5. BACK FILL AROUND THE FRAME AND FILTER ASSEMBLY IS NOT REQUIRED TO COMPLETE INSTALLATION; HOWEVER, ' BACK FILLING MAY BE NECESSARY TO COMPLETE EXCAVATION REQUIREMENTS FOR THE SITE, SILT -SAVER NO SCALE SILT—SAVER, INC, WWW.SILTSAVER.COM EA PROVCD ITY oP tSQ STANDARD PLATE NO. R[ws[D 506 y MINHR[OTA O �O� oOR SNAKE BAG DROP INLET WITH GRATE TYPE FF (MONO—MONO FABRIC) BAG FILLED WITH 1.5" CLEAN "SEWER ROCK" OR 6" SILT SOCK AN ADDITIONAL 18" Or GEOT7�* IS WRAPPED AROUND THE WO 2"% 4' AND STAPLED. GEOTEXTILE SIZE SHALL BE 8" MIN. GREATER ON ALL SIDES OF THE INLET COVER PLACE GEOTE%TILE UNDER INLET COVER.01OOD 2"X4' EXTENDED "BEYOND GRATE WIDTH ON BOTH SIDES. QQ ALL GEOTEXTILE USED FOR INLET PROTECTION SHALL BE MONOFILAMENT IN BOTH DIRECTIONS, MEETING SPEC. 3886 m FOR MACHINE SLICED. E © WIMCO'S MAY BE USED IN PLACE OF ABOVE. © ALL DROP INLET PROTECTION SHALL BE REMOVED PRIOR TO WINTER FREEZE. 2 DROP INLET PROTECTION NO SCALE E PPgOY[D liY oP 5 ®1 pe O STANDARD N0. PCV SEO JG i FCB 3009 MINNe00TA WOOD FIBER ADJACENT BLANKET MULCH PROPERTY END OF UPPER GLANKET-\ TO OVERLAP BOTTOM END OF BLANKET 0^ IN BURIED IN 6" DEEP VERTICAL TRENCH NOTE, WOOD FIBER BLANKET SHALL BE PLACED AND STAPLED ACCORDING TO MR/DOT SPECIFICATION 2575.3K2 WITH THE FOLLOWING EXCEPTIONS. ADJACENT STRIP EDGES SHALL BE OVERLAPPED A MINIMUM OF 6". PLASTIC OR WOOD BIODEGRADABLE STAKES OR STAPLES SHALL BE USED IN PLACE OF METAL WIRE STAPLES. ECOSTAKES AND MISTAKES ARE ACCEPTABLE PRODUCTS FOR USE TO FASTEN WOOD FIBER BLANKET. i WOOD FIBER BLANKET INSTALLATION ON A CUT SLOPE NO SCALE 5 F aPPAovm Y°P STANDARDP LATE NO. pE .5[D 502 uMAACH 2005 MINN®AOYA T 24©y / —►{ 24©� 10 ftp I I 4�E ID fi STAKES (PLACED BEHIND SILT SOCK TO PROVIDE ADDITIONAL SUPPORT AS NEEDED (DO NOT PENETRATE SILT SOCK FABRIC) MAX SLOPE 2" TRENCH 1D BREAKS IN SILT SOCK SHALL BE LOCATED A MINIMUM OF 10 FEET FROM ANY SHARP BEND OR CHANGE IN SOCK DIRECTION. © SOCK'S SHALL BE OVERLAPPED A MINIMUM OF 24" WITH THE UPSLOPE S1DE INFRONT. © SEDIMENT ACCUMULATION OF 1/2 THE SOCK HEIGHT MUST BE REMOVED. SILT SOCK NO SCALL PPRovE° cIPYOF STANDARD PLATE NO. A ISEo SS FEB 2009 NIHNRfOti� O 506 MnDOT 2573 MACHINE SLICED OR PREASSEMBLEO PUBLIC ROAD MIN. 2 ///---ABOVE OROUND OPTION / AS APPROVED BY Sq. THE CITY ENGINEER. 6"X6" EARTH FILL S 11—FEN E MATERIAL 6" APRON 6" MINIMUM 1"-2" WASHED ROCK 5' POSTS — 8' MAX. ON CENTER MINIMUM 2' PENETRATION ENTRANCE REF. M00T 3686 NO SCALE SILT FENCE NO SCALE C w 0 n� tSG F ® G vPAov[D ITY oP Otse o STANDARD PLATE NO. In SEO I 6_lo_D, MINNEAOTA 501 O �O� oOR SNAKE BAG DROP INLET WITH GRATE TYPE FF (MONO—MONO FABRIC) BAG FILLED WITH 1.5" CLEAN "SEWER ROCK" OR 6" SILT SOCK AN ADDITIONAL 18" Or GEOT7�* IS WRAPPED AROUND THE WO 2"% 4' AND STAPLED. GEOTEXTILE SIZE SHALL BE 8" MIN. GREATER ON ALL SIDES OF THE INLET COVER PLACE GEOTE%TILE UNDER INLET COVER.01OOD 2"X4' EXTENDED "BEYOND GRATE WIDTH ON BOTH SIDES. QQ ALL GEOTEXTILE USED FOR INLET PROTECTION SHALL BE MONOFILAMENT IN BOTH DIRECTIONS, MEETING SPEC. 3886 m FOR MACHINE SLICED. E © WIMCO'S MAY BE USED IN PLACE OF ABOVE. © ALL DROP INLET PROTECTION SHALL BE REMOVED PRIOR TO WINTER FREEZE. 2 DROP INLET PROTECTION NO SCALE E PPgOY[D liY oP 5 ®1 pe O STANDARD N0. PCV SEO JG i FCB 3009 MINNe00TA WOOD FIBER ADJACENT BLANKET MULCH PROPERTY END OF UPPER GLANKET-\ TO OVERLAP BOTTOM END OF BLANKET 0^ IN BURIED IN 6" DEEP VERTICAL TRENCH NOTE, WOOD FIBER BLANKET SHALL BE PLACED AND STAPLED ACCORDING TO MR/DOT SPECIFICATION 2575.3K2 WITH THE FOLLOWING EXCEPTIONS. ADJACENT STRIP EDGES SHALL BE OVERLAPPED A MINIMUM OF 6". PLASTIC OR WOOD BIODEGRADABLE STAKES OR STAPLES SHALL BE USED IN PLACE OF METAL WIRE STAPLES. ECOSTAKES AND MISTAKES ARE ACCEPTABLE PRODUCTS FOR USE TO FASTEN WOOD FIBER BLANKET. i WOOD FIBER BLANKET INSTALLATION ON A CUT SLOPE NO SCALE 5 F aPPAovm Y°P STANDARDP LATE NO. pE .5[D 502 uMAACH 2005 MINN®AOYA T 24©y / —►{ 24©� 10 ftp I I 4�E ID fi STAKES (PLACED BEHIND SILT SOCK TO PROVIDE ADDITIONAL SUPPORT AS NEEDED (DO NOT PENETRATE SILT SOCK FABRIC) MAX SLOPE 2" TRENCH 1D BREAKS IN SILT SOCK SHALL BE LOCATED A MINIMUM OF 10 FEET FROM ANY SHARP BEND OR CHANGE IN SOCK DIRECTION. © SOCK'S SHALL BE OVERLAPPED A MINIMUM OF 24" WITH THE UPSLOPE S1DE INFRONT. © SEDIMENT ACCUMULATION OF 1/2 THE SOCK HEIGHT MUST BE REMOVED. SILT SOCK NO SCALL PPRovE° cIPYOF STANDARD PLATE NO. A ISEo SS FEB 2009 NIHNRfOti� O 506 i..: ��10�10�00�oG I oilOIml0�010010 - ; e ®�IIIIIINN010 ON SITE SOLUTIONS, INC, HENRY HANSEN 5470 OYAM AVE NE ST. MICHAEL, MN 55376 TEL7632381610 MUNICIPALITY �I OtS' � OI PARRISH MEADOWS SINGLE FAMILY & COMMERCIAL OTSEGO, MINNESOTA COMADT FND•NE➢i FDR -01 -DRY DALE 159UEIPINISol1 PEYtY! II SaMi919 Pro±mmmry PuV 6�bmni OkTq 110!1419 Rdml�nry Pltl EdmNN Fovlvbn DMV ffTl� GNATUq�OEfLOq U E9°RECRYA➢OYEA—M 96NEEF0 EEeI"0'..' D,REHDEO FFIDADOFYA OeIAVAW00C°FA.T, nEA3EWNTADT NRENGINEER TOREOJ—DPgNC00f .I&t9 PRELIMINARY PLAT October 14, 2019 O LA N D FO R M From Site to Finish 105 South Rfth Avenue Tel: 612-252-9070 Suite 513 Fax: 612-252-9077 Minneapolis, MN 55401 Web: landform.nel FILE NAME C707WHS005.dwg PROJECT NO, WHS10005,001 HARD SURFACE PUBLIC ROAD Sq. MANiyUM 6" MINIMUM 1"-2" WASHED ROCK ROCK CONSTRUCTION ENTRANCE NO SCALE w 0 F APPgov[D tSG F ® G STANDARD PLATE NO. AEVIS[D r MINNgt OTA i..: ��10�10�00�oG I oilOIml0�010010 - ; e ®�IIIIIINN010 ON SITE SOLUTIONS, INC, HENRY HANSEN 5470 OYAM AVE NE ST. MICHAEL, MN 55376 TEL7632381610 MUNICIPALITY �I OtS' � OI PARRISH MEADOWS SINGLE FAMILY & COMMERCIAL OTSEGO, MINNESOTA COMADT FND•NE➢i FDR -01 -DRY DALE 159UEIPINISol1 PEYtY! II SaMi919 Pro±mmmry PuV 6�bmni OkTq 110!1419 Rdml�nry Pltl EdmNN Fovlvbn DMV ffTl� GNATUq�OEfLOq U E9°RECRYA➢OYEA—M 96NEEF0 EEeI"0'..' D,REHDEO FFIDADOFYA OeIAVAW00C°FA.T, nEA3EWNTADT NRENGINEER TOREOJ—DPgNC00f .I&t9 PRELIMINARY PLAT October 14, 2019 O LA N D FO R M From Site to Finish 105 South Rfth Avenue Tel: 612-252-9070 Suite 513 Fax: 612-252-9077 Minneapolis, MN 55401 Web: landform.nel FILE NAME C707WHS005.dwg PROJECT NO, WHS10005,001 IE )BAFFLE, TOP, ,8 BASED ON '.NDATION. OUTLET STRUCTURE . NO SCALE TOP OF WEIR 4 EL=870.10 'O 6" O ORIFICE OPENING SECTION VIEW A -A WEIR WALL 16, O.C. JCTURE IS DEEP) IND ,BE AND BAFFLE. TOP, BASE ANO WALL THICKNESS BASED ON MANUFACTURE'S RECOMENDATION. OUTLET CONTROL STRUCTURE NO SCALE I 7 7 = o 0 o G I — L—riaOF n o,S. DIRECTION OF FLOW ON STREET O.s LOT BENCHING NO SCALE DOUBLE STRAND 14 GA WIRE - 3' Q 120 DEGREE INTERVALS (TYP.) 16'PCLYPROPYLENEORPOLYETHYLENE (40 MIL, 1-10 WIDE STRAP NP.) TREE WRAP TO FIRST BRANCH TREE SHALL BE PLANTED WRH ROOT FLARE EVEN WITH SOIL LINE OR FIRST MAJOR BRANCHING ROOT ONE (1) INCH BELOW SOL LI E- IF ROOT FLARE IS NOT APPARENT R MAY BE COVERED BY BURLAP OR SOL ADJUST PLANT AS NEEDED TO MAINTAIN APPROPRIATE DEPTH. FLAGGING ONE (1) FLAG PER YORE FOUR (4-) INCHES MAX SHREDDEDHARDWOODMULCH CUT TOP OF WIRE BASKET 113 (MIN) FROMTOPOFROOTBALL. CUT TWINE FROM AROUND TOP R3 MIN) OF FOOTBALL CUT AND ROIL BACK BURLAP 10 (MIN ) FROMTOPOFROCTRAL. PLANRNO SOIL (BEE PLANS) EXISTIN3 SOIL LOOSENED 2'X T X 2P WOOD STAKE SET AT ANGLE SCARIFY BOTTOM AND SIDES OF HOLE PRIORTOPLANTPIG BUBGRADE NOTES, INSPECT FOR ENOIRCUN3 ROOTS TO MITIGATE FUTURE STEM GIRDLING. REJECT ANY TREES THAT ARE SEVERELY AFFECTED. TWO ALTERNATE METHODS OF TREE STAKING ARE ILLUSTRATED AND TO BE UTILIZED ONLY F NECESSARY, MAINTAIN TREES INA PLUMB POSITION THROUGHOUT THE GUARANTEE PERIOD, SEE SPECIFICATIONS. DECIDUOUS TREE PLANTING To NO SCALE ELEVATION END VIEW TainuY CLOS R—AY ICTALLY aosm R r NOTCSI nnAE <m Ronounr 10TAu Eo OAD,v m AUGUST 0_1995 i.O[PAxCIr�C0.r104 ITTI"f r ,11 �I0-twjA4"_4 PERMANENT BARRICADE 8002G ON SITE SOLUTIONS, INC, HENRY HANSEN 6470 OYAM AVE NE ST. MICHAEL, MN 55376 TEL761238-1610 MUNICIPALITY IOtsel�o PARRISH MEADOWS SINGLE FAMILY & COMMERCIAL OTSEGO, MINNESOTA CONTAOTILKITEER wR ANYFTO UI—RY OAEE NSUEIREVIS�ON REWeN '15eA XN9 ROdmhmy Rd$bmCJ Mel IM9A19 Hmrlmry Rd SbmNa'PeFsbm MAR IFTxE srA+ArvaE sEuoRwuxlwEs olaEcnvxr�nrEAREuor ATT-AIDISNTIas AVAIDDAeEneEmuol COTTA RReenalmAxoe uoLorurflAvw000ca.9rt, P.c+sEcourAm T@ E W iNEEA i0 PEOUESi AOpR,ONu OOLWTJIiS PRELIMINARY PLAT October 14, 2019 • L A N D F O R M From Site to Finish • W 105 South Fifth Avenue Tel: 612-252-9070 Sulle 513 Fax: 612-252-9077 Mlnneapolls,MN55401 Web: lendform.net FILENAME C708WHS005OW0 PROJECT NO. WH818005.001 DOUBLE STRAND 14 GA. WRE - PE 'A 3' @ 120 DEGREE INTERVALS (TVP.) i B' STEEL STAKE. PLACE TWO INCHES { IWPOLYPROPYLENE OR POLYETHYLENE ,����16 (2) FROM ROOT BALL, (40 MIL, 1-112" WIDE STRAP TVP.) €�w AT TREE SHALL BE PLANTED WITH ROOT FLARE EVEN WITH SOIL LINE OR FIRST MAJOR BRANCHING ROOT 4) ONE (1) INCH BELOW SOIL LINE, W ROOT FLARE IS NOT APPARENT IT MAY BE COVERED BY BURLAP OR SOIL, ADJUST zl��e4ft PLANT AS NEEDED TO MAINTAIN APPROPRIATE DEPTH. — — — J A f RUT, (TVP) FLAGGING: ONE (1) PER WRE FOUR (4") INCHES SHREDDED HARDWOOD MULCH W w CUT TOP OF WRE BASKET I/3 MIN,) S NE FROM AROUND TOP 13 ( OF FROM TOP OF BALL CUTof io ) / CK BURLAP /3 (MIN.) OM OF RROOTS OOTBALL LL CUT AND ROLLBACK ij '11 PLANTING SOIL (SEE PLANS) EXISTING SOIL LOOSENED 4' LOCATION 01 PUBLIC UTILITIES NO SCACE APPROVED ®�Sn P G NINN0tlO4A 2" % 7' X 24" WOOD STAKE SET AT ANGLE R MECO YHARCN 2005 RYP) SCARIFY BOTTOM AND SIDES OF HOLE PRIOR TO PLANTING 6"MULCH LAYER EXISTING SUBGRADE POLYETHYLENE SAFETY NETTING, COLOR: ORANGE. THREE TES PER POST. NOTES: 6.6' STEEL T -POST, 1.251B1LF, POSITION AT DRIPUNE, SPACED EIGHT (e) FEET ON CENTER, INSPECT FOR ENCIRCLING ROOTS TO MITIGATE FUTURE STEM GIRDLING. REJECT ANY TREES THAT ARE SEVERELY AFFECTED. INSTALL TREE PROTECTION DEVICES PRIOR TO START OF LAND TWO ALTERNATE METHODS OF TREE STAKING ARE ILLUSTRATED DISTURBANCE, MAINTAIN UNTIL FINAL LANDSCAPE IS INSTALLED, AREA DUG FOR PLANTING AND TO BE UTILIZED ONLY IF NECESSARY. 2R -3K DIA. OF SOIL BALL TREE PROTECTION FENCE AREA DUG/TILLED MAINTAIN TREES IN A PLUMB POSITION THROUGHOUT THE • TO PROMOTE ROOT GROWTH GUARF TEE PERIOD AS DEFINED ON PLANS AND/OR S. NO SCALE 3-5X DIA. OF SOIL BALL CONIFEROUS TREE PLANTING NO SCALE ELEVATION END VIEW TainuY CLOS R—AY ICTALLY aosm R r NOTCSI nnAE <m Ronounr 10TAu Eo OAD,v m AUGUST 0_1995 i.O[PAxCIr�C0.r104 ITTI"f r ,11 �I0-twjA4"_4 PERMANENT BARRICADE 8002G ON SITE SOLUTIONS, INC, HENRY HANSEN 6470 OYAM AVE NE ST. MICHAEL, MN 55376 TEL761238-1610 MUNICIPALITY IOtsel�o PARRISH MEADOWS SINGLE FAMILY & COMMERCIAL OTSEGO, MINNESOTA CONTAOTILKITEER wR ANYFTO UI—RY OAEE NSUEIREVIS�ON REWeN '15eA XN9 ROdmhmy Rd$bmCJ Mel IM9A19 Hmrlmry Rd SbmNa'PeFsbm MAR IFTxE srA+ArvaE sEuoRwuxlwEs olaEcnvxr�nrEAREuor ATT-AIDISNTIas AVAIDDAeEneEmuol COTTA RReenalmAxoe uoLorurflAvw000ca.9rt, P.c+sEcourAm T@ E W iNEEA i0 PEOUESi AOpR,ONu OOLWTJIiS PRELIMINARY PLAT October 14, 2019 • L A N D F O R M From Site to Finish • W 105 South Fifth Avenue Tel: 612-252-9070 Sulle 513 Fax: 612-252-9077 Mlnneapolls,MN55401 Web: lendform.net FILENAME C708WHS005OW0 PROJECT NO. WH818005.001 PE 'A 5 €oma b _ z ,����16 lo I €�w AT zl��e4ft p — — — J A f RUT, (TVP) - — n z 2 0 _ LOCATION 01 PUBLIC UTILITIES NO SCACE APPROVED ®�Sn P G NINN0tlO4A STANDARDPLATEN0, O R MECO YHARCN 2005 ELEVATION END VIEW TainuY CLOS R—AY ICTALLY aosm R r NOTCSI nnAE <m Ronounr 10TAu Eo OAD,v m AUGUST 0_1995 i.O[PAxCIr�C0.r104 ITTI"f r ,11 �I0-twjA4"_4 PERMANENT BARRICADE 8002G ON SITE SOLUTIONS, INC, HENRY HANSEN 6470 OYAM AVE NE ST. MICHAEL, MN 55376 TEL761238-1610 MUNICIPALITY IOtsel�o PARRISH MEADOWS SINGLE FAMILY & COMMERCIAL OTSEGO, MINNESOTA CONTAOTILKITEER wR ANYFTO UI—RY OAEE NSUEIREVIS�ON REWeN '15eA XN9 ROdmhmy Rd$bmCJ Mel IM9A19 Hmrlmry Rd SbmNa'PeFsbm MAR IFTxE srA+ArvaE sEuoRwuxlwEs olaEcnvxr�nrEAREuor ATT-AIDISNTIas AVAIDDAeEneEmuol COTTA RReenalmAxoe uoLorurflAvw000ca.9rt, P.c+sEcourAm T@ E W iNEEA i0 PEOUESi AOpR,ONu OOLWTJIiS PRELIMINARY PLAT October 14, 2019 • L A N D F O R M From Site to Finish • W 105 South Fifth Avenue Tel: 612-252-9070 Sulle 513 Fax: 612-252-9077 Mlnneapolls,MN55401 Web: lendform.net FILENAME C708WHS005OW0 PROJECT NO. WH818005.001 I 25' - 26• 6 25 GARAGEFLOOR.. 00 HOIDDO---1000 6 NII I.I 26 HOLD OOWI L033'TOPSOILM"T `�- ti" J T UNLESS 7 $S•"' BA EMEM FLOOR vOrTHERWISE / /� = 920 DIRECTED / / STRUCTURAL COMPACTEDFILLIF REOUIRED(IYP) ��BY ENO, MATERIILABLE SO ANY FILL MUST LIE ON SUITABLE ROVED RIPIO MATERIAL UNLESS SOIL (BOTTOPd IAIAST RE APPROVED BY OTHERVASE SOILS ENGINEER) DIRECTED BY ENG, FULL BASEMENT LOOK OUT (FBLO) NO SCALE SEED MIX SHALL BE BNSR 34262 6'" ING SOIL SHALL CONSIST OF: 76% SAND (PAS HTO M6 OR ASTM C33) 25% COMPOST (M,DOT GRADE 2) DEPTH VARIES 4./ SUBGRADE (SEE PLANS) DC'-T ONOT CONRACT A;1� I.4FJM.IYIA.i �_ - WIDTH VARIES I (SEE PLANS) INFILTRATION BASINS (TYP.) NO SCALE WELD COUPLER TO BOLT A y 32 NP. U USE MANUFACTURERS TIE LAST THREE JOINT1 1� RECOMMENDED TIES AND BOLT FROM ALL INLETSIOUTLETS, TIE DETAIL SPECIFICATIONS USE RECOMMENDED TIES. RCP END SECTION PROVIDE TRASH GUARDS ON ALL INLETS/OUTLETS IW OR I I 26 2s GREATER,(MnDOT 5201 B) PROVIDE FASTENING CLIPS AND PROVIDE RIPRAP AT ALL HOT DIP GALVANIZE AFTER ABOVE GRADE INLETS/OUTLETS FABRICATION PIPE SIZE Cu ds ------ 64"$OVER 20-4 DIRECTED BY ENO. --- STRUCTURAL COMPACTED FILL IF REQUIRED (TVP) 36"-48'• 1013 ANY FILL MUST LIE ON SUITABLE _ 27'-33" a4t 24" $ LESS 48 BASEMENT FLOOR �FINISHEDGRADE � / =020 'EM 10'1 PIANANo ANY AVAILABLE / _7 TO ms calx _ PP (jo�l—T' Tac' P"RAn SOIL MATERIAL PA01Eo aUBGRADE FLARED END SECTION WITH RIP RAP UNLESSI OTHERWISE NO SCALE s I I 26 2s I I s 25, 0• s GARAGE FLOOR j -- 0.33'TOPSOIL MIN. L0,33'TOPSOIL MIN. —EIR8LF1pQH----e.WIl— - --- — 3.0• HOLD DO TOPSOIL MAX. - ---- I.0'----- ------ DIRECTED BY ENO. --- STRUCTURAL COMPACTED FILL IF REQUIRED (TVP) \�`v ANY FILL MUST LIE ON SUITABLE BEARING SOIL (BOTTOM MUST BE BASEMENT FLOOR , / =020 ANYAVAILASLE601L ANY AVAILABLE / _7 1r MATERIAL UNLESS OTHERWISE SOIL MATERIAL 1 r DIRECTED BY ENO UNLESSI OTHERWISE STRUCTURAL COMPACTED FILL IF REQUIRED (iYP) —�"-------_y i / DIRECTED BY ENG. ANY FILL MUST LIE ON SUITABLE BEARING , SOIL. (BOTTOM MUST BE APPROVED BY SOILS ENGINEER) A& FULL BASEMENT Mw (FB) NO SCALE SPLIT ENTRY WALK OUT (SEWO) NO SCALE ON SITE SOLUTIONS, INC. HENRYHANSEN 6470 QYAM AVE NE ST, MICHAEL, MN 65376 TEL763238-1610 0i�4Q�� ®OVA PARRISH MEADOWS SINGLE FAMILY & COMMERCIAL OTSEGO, MINNESOTA COMAOI EhGNEER lOR ANYPRIOlIN+SIOPY OAn: b'SIIFIPfl .011 PEVIEYI I15vA Mli patiwnay P'a S�AnC> me0. Ilhl i0lp MM Y%l SCT.bnI P:1•dn R Ihev%+W, MS N. NmwaeoTGamlorm.,Wa Ty. 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HENRYHANSEN 6470 QYAM AVE NE ST, MICHAEL, MN 65376 TEL763238-1610 0i�4Q�� ®OVA PARRISH MEADOWS SINGLE FAMILY & COMMERCIAL OTSEGO, MINNESOTA COMAOI EhGNEER lOR ANYPRIOlIN+SIOPY OAn: b'SIIFIPfl .011 PEVIEYI I15vA Mli patiwnay P'a S�AnC> me0. Ilhl i0lp MM Y%l SCT.bnI P:1•dn R Ihev%+W, MS N. NmwaeoTGamlorm.,Wa Ty. N.WIm .aJl LkormA %daravl FrSneauYovygo, aaa���AexNES0 Rmmpc �` Ikmmxo. Iola ✓1�. I.ea.�vann�ro�ol`S'lA�l"°� mms'a °°P+mm.uma�eoa O KmmryuO C V SI%{ MTUR�.�R45PFB1 ABPOOUCE00EroH0INTWPEDi aEnnaacnr Avo Is na LOIwaI A vAlw oaul.�rt. rvEu E coxrnm iRE EN�NFER i0 P�VEtf AO UIIpNK DOCUAlO(f 9 PRELIMINARY PLAT October 14, 2019 O O 0a L A ted D F O R M From Site to Finish o O O O 105 South Flhh Avenue Tel: 612-262-9070 Suite 613 Fax: 612-252-9077 Minneapolis, MN 65401 Web: landform,net FILENAME 0709WHS005.dwg PROJECTNO. 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IDEW'ALK 00 RD yy o 0 OUTFLOW GUTTER Or N�WDP�DP, =rw j PAVEA6NT TREATMENT OPTIONS IN (RONT OF CURB 6 WITTCR row �[ PN n>w3 P,xr R[,arr„4 b & •'� • / O, rwo ,., w uw. nr+.,m rte,.,, ss n,A'XP,° i a®e•r.a:�,iao' COPDASNAL ®COHNONn we uic[.rrux.mu,cr •ABA CMO E%IENSION WITH COUPOUNO RAGME DU4P BUND ,® �� eesnwv«n.nm W,nuAA� PEDESTRIAN CLWB PAW DETAILS PRE,Amr •"�,mm /s GET— PRE— E <--• `�� �! 1-23-2017 STANDARD PLAN 5-297,250 3 OF 6 DEVELOPER ON SITE SOLUTIONS, INC. HENRY HANSEN 5470 OYAM AVE NE ST, MICHAEL, MN 55376 TEL 763-238-1610 I 00$1II o HIMMOROVA PARRISH MEADOWS SINGLE FAMILY & COMMERCIAL OTSEGO, MINNESOTA OATS ISNEIPEVi910N FENEN , Svpiili 'mn %l6�AniNa'. OIA II Out P019 %dmAmry%d 6rOmtltlF ✓.obm OMR I�y�ISm�ie4Prta,�ml G6�sm udv��M xE50iA 4.IIm Pn4eIC ` Lmwxc. Isle O LT4bn Pvbcm1005mm1� a W Mn9r °Itl4, p!men HeW O h IgwreG'm]. 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BTANpARD INSTALL DETAIL EN��Y�00�MNERR .T]1887] • �� armn CBMH 1401 NO SCALE CBMH 1904 NO SCALE CBMH 1201 NO SCALE CBMH 1301 NO SCALE PLAN VIEW REFER TO MANHOLE SIZWO FOR NEW MANHOLE CONSTRUCTION 9 CHART TO ENSURE PROJECT CONTRACTOfl TO MIN11.11ZESPECIFIC DESIGN FEASIBILITY PIPE PROTRUSION (L) Di-eiNERR6 D DANAY' w.- ST.- 0196IPATOR NOMLV� 60NLY PLAN VIEW B SKIMMERS FOR NEW MANHO Y, 6V ]P Sp' 24• 1Y 90' ]0• REFER TOM NHOLESILNO D..TO MI1 LOMRACTPR TOMINIMAE PIPE PROTRUSIONS-) CHART TO ENSURE PROJECT SHAFT DESIGN FEASSRUTY PIPE PgOTgUSION (L) A n O x 6NM+MFR' -E TNEROY DID-ATOR. 10 L R. D zo-]6• , '1 EROV L L DISfiNATOR' RNR %PE DI— SaW.YOq aitY ]740• ls w— 0 OW j Oa MIN, —To -11-1— OW CROSS SECTION AA SUMP 40' j D. MIN. tEi N+DOV11Ei M4VEHT0FOIRTHE vRE6EavER- ro F _T._TSI'. SHIMMER' 1 j Do MIN. SUMP D"MIN' £ROY O'.SEIPATOR' IS M XX%XX OTE]. 6TOLX 6HN4Alvis H.AVEAAxwMWA FREEBOARD DEPR1oF{o,. FlOJocAI.s.CON}I.cTNOMENIUM FoROREATER 6XIMMER FOR CusTOM Not to S.I. OESIONs. ANDbR PROJE�oia EC /VA/OME/)TUM j C. MIN. 6 IMM qr - Bn-TI]-0pT] 1__M1__.1— �WNH YDI6BtPATaR �g. GRINNER GI Y, G'�• vn=_ucu rovvlwrroNAsorsic,.eo. rmwm_,.nmaow 17 D. MIN. Not to Stela THE PRESERVER.. BTANpARD INSTALL DETAIL EN��Y�00�MNERR .T]1887] • �� armn CBMH 1401 NO SCALE CBMH 1904 NO SCALE CBMH 1201 NO SCALE CBMH 1301 NO SCALE PLAN VIEW REFER TO MANHOLE SIZWO FOR NEW MANHOLE CONSTRUCTION 9 CHART TO ENSURE PROJECT CONTRACTOfl TO MIN11.11ZESPECIFIC DESIGN FEASIBILITY PIPE PROTRUSION (L) Di-eiNERR6 D DANAY' w.- ST.- 0196IPATOR NOMLV� 60NLY L-7 r �� —1 rL PRE6 11''UN OYDISS-0RVIAS0ES*RFOM—ESTED TOFUY—RORITROUEASKINMER. Dts6IPATOES CNJ BE UfNiEDIN TANpEM Oq MIDEPENpF11RY. B SKIMMERS 48• 6V ]P Sp' 24• 1Y 90' ]0• CROSS SECTION AA CHART TO ENSURE PROJECT SPECIFIC DESIGN FEASIBILITY PIPE PROTRUSIONS-) 06' 40' A n O x 6NM+MFR' D,. n1 ouaET ALImvAol.e ownETeR vEA%aow p16' eDCFD I6' -BY 34cF9 6p CF9 10 L ,_._ ENERGY DISSIPATORr zo-]6• Nto.VTale EROV j O, MIN.' 9 DISfiNATOR' { De MIN.' ]740• ls w— 0 OW j Oa MIN, —To -11-1— OW , I { D" MIN. SUMP 40' j D. MIN. tEi N+DOV11Ei M4VEHT0FOIRTHE vRE6EavER- ro F _T._TSI'. SHIMMER' 1 j Do MIN. SUMP MANHOLE XX%XX OTE]. 6TOLX 6HN4Alvis H.AVEAAxwMWA FREEBOARD DEPR1oF{o,. FlOJocAI.s.CON}I.cTNOMENIUM FoROREATER 6XIMMER FOR CusTOM Not to S.I. OESIONs. ANDbR PROJE�oia EC /VA/OME/)TUM 7HE PRESERVER STANDAR--ETAIL - Bn-TI]-0pT] 1__M1__.1— �WNH YDI6BtPATaR �g. GRINNER GI Y, G'�• rarvu rmwm_,.nmaow CBMH 1101 v NO SCALE 0 .. . ON SITE SOLUTIONS, INC, HENRY HANSEN 5470 QYAM AVE NE ST. MICHAEL, MN 55376 TEL 761230.1610 aalRweeovR PARRISH MEADOWS SINGLE FAMILY & COMMERCIAL OTSEGO, MINNESOTA COMACT ENGMFEA FM1 ANV iWwR Ni510RY DATE S6UEl PEYIEIDN AEVIEI4 Ii 9o$N10 PMmrcy pd S�MI+Otl p.W tlbJ)Of0 Ram ny Nal6�Nmri Pnlnaro wA IF DE SWN—E6TALORFO NEED CRYAaOJEARENOT VSELETMSSREEIHA16DN1EP—ED6EYONBIMENBEO 1-1.110I—RAGES—UA91T,HEASE... 11£EM:IM1 AIOP@'JFSIAIICtRONAL DOCU!.FMS PRELIMINARY PLAT October 14, 2019 L A N D F O R M From Site to Finish Q` RA 105 South Fifth Avenue Tel: 612-252-9070 Suite 513 Fax: 612-252-9077 Minneapolis, MN 55401 Web: landform,net FILENAME 0711WHS005,dw9 PROJECT NO, WHS18005,001 PLAN VIEW FOR NEW MANHOLE CONSTRUON0N,REFER TO MANHOLE BAWD CONTRACTOR TO MINIMAE CHART TO ENSURE PROJECT SPECIFIC DESIGN FEASIBILITY PIPE PROTRUSIONS-) WESIPATGNI O x 6NM+MFR' D,. n1 10 L oF s -CROSS SECTION AA 07084 Nto.VTale EROV DISfiNATOR' { De MIN.' ]740• ls w— 0 'Dw., j Oa MIN, —To -11-1— 6%RAMER' , I { D" MIN. SUMP 40' MANHOLE fi6B01 s0. FO Not to Stale THE PRESERVER.. an-n]mT]. w.An�r,B" STANDARDINSTALLDETM _-EROYDISSIPATOR EANDro ....T CBMH 1101 v NO SCALE 0 .. . ON SITE SOLUTIONS, INC, HENRY HANSEN 5470 QYAM AVE NE ST. MICHAEL, MN 55376 TEL 761230.1610 aalRweeovR PARRISH MEADOWS SINGLE FAMILY & COMMERCIAL OTSEGO, MINNESOTA COMACT ENGMFEA FM1 ANV iWwR Ni510RY DATE S6UEl PEYIEIDN AEVIEI4 Ii 9o$N10 PMmrcy pd S�MI+Otl p.W tlbJ)Of0 Ram ny Nal6�Nmri Pnlnaro wA IF DE SWN—E6TALORFO NEED CRYAaOJEARENOT VSELETMSSREEIHA16DN1EP—ED6EYONBIMENBEO 1-1.110I—RAGES—UA91T,HEASE... 11£EM:IM1 AIOP@'JFSIAIICtRONAL DOCU!.FMS PRELIMINARY PLAT October 14, 2019 L A N D F O R M From Site to Finish Q` RA 105 South Fifth Avenue Tel: 612-252-9070 Suite 513 Fax: 612-252-9077 Minneapolis, MN 55401 Web: landform,net FILENAME 0711WHS005,dw9 PROJECT NO, WHS18005,001 CBMH 2401 NO SCALE A CBMH 2301 NO SCALE w CBMH 2401 NO SCALE PLAN VIEW FOR NEW MANHOLE CONSTRUCTION, REFER TO I1.ANHOLE SIZIN(J CONTRACTOR TO ASIIMRE PIPE PROTRUSION (l) ON- 0159NA - CH ARTTOENSUREPROJECT SPECIFIC DESIDN FEA6161LrtY p E EgOY BATOR' MCI �r 1 sa vro uM o oW"Nly - o0 �1 9 CROSS SECTION AA S]3a9 Auotx,Ax+ra FlFED.zr�uPio.6 odn¢mr PUM � • ,I SNAiOR' i Oo MIN.' o¢AFWW ,I flIERGY D9APATD So i oo MIN,' Ma ISE 6EOm T �_ 1 Do MIN. FRE-EAVEm rorvrrnoxw o�OrFo 6RSAMER' 11 Do MIN. 9UA4P MANHOLE Eo' SEI SUMP °EvSeANiiogo � Not /D Scale 4A' X183 oFILL NOT ID Scela THE PRESERVER Not to Scale _.._,.. sTANDARDINSTALLDETNL ENERGY DI95rvATOq ANDIDRSWMMEA DTl-T11W]J • w�v«MomenWmEni S]I-T]JgD]J. hm:Em mm sTANDMD INSTALL DETAIL CBMH 2401 NO SCALE A CBMH 2301 NO SCALE w CBMH 2401 NO SCALE CBMH 2001 NO SCALE PLAN VIEW FOR NEIN MANHOLE CONSTRUCTION, REFER TO MANHOLE SIZING CH ARTTOENSUREPROJECT CONTRACTORTOMINtM E SPECIFIC DESIGN FEASISILRY PIPE PROTRUSION (L) E EgOY BATOR' RGY 991PATORr Oo Di i EWP-- o0 �1 L— T. m CROSS SECTION AA Brom o¢AFWW ,I flIERGY D9APATD So i oo MIN,' Ma ISE 6EOm T �_ _L 045.5) too MIN. Pw.suisq ro wvcTaN As cescNeo b Wr N Itpo MIN, SUMP 48• � MANHOLE 4A' X183 oFILL NOT ID Scela Bm.69 Not to Scale THE PRESERVER.. __- DTl-T11W]J • w�v«MomenWmEni LTH6 j-j sTANDMD INSTALL DETAIL sE'" ENERaY .11—ON µ-R—ER CBMH 2001 NO SCALE A CBMH 2101 vp NO SCALE ON SITE SOLUTIONS, INC, HENRY HANSEN 5470 QYAM AVE HE ST. MICHAEL, MN 55376 TEL 763-20&1610 WIfAPo®®o4R PARRISH MEADOWS SINGLE FAMILY & COMMERCIAL OTSEGO, MINNESOTA CO AC]ENGxEEA R)RANYRi10RHb'IORV DALE 195UPIRINISION gEVLLW nSaA wlo Prtl,•.I,mry PId EA,meW OUR IIOC"R P-".—W—rlR RM SNAM[EEALORPWFH-FFEORYABOVEAFEHOT Y9 ETH99REETH—ETN EFR06UCEDDEYOOI47ENDED FEISA&FlYANDI9NOLONGDiAVALDI)MUR FF P.E45ECOMAG] THE E1gN'ETT TO F FDUER ADORIONPL D000MFN19 PRELIMINARY PLAT October 14, 2019 L A N D F O R M From She to Finish O O 105 South Flflh Avenue Tel: 612-252-9070 Suite 513 Fax: 612-252-9077 Minneapolis, MIN 55401 Web: landfonn.nel FILE NAME C712vvHS0()5.dwq PROJECTNO. WHS18005.001 PLAN VIEW FOR NEW MANHOLE CONSTRUCTION, REFER TO MANHOLE WINO COMRACTOft TO MINIMIZE CHART TO ENSURE PROJECT SPECIFIC pE616N FE4JIBILIIY PIPE PROTRUSION (LI E EgOY BATOR' Oo CROSS SECTION AA All pPlryp ENERGY OI65mATOR' 1 oa MIN! IF W661 �_ I_ —L61 -A Ors�Y muwiiEewvAnONIo rP]Ex�+cTM 6WMMEA PPTSEmxn ro EUNrno.IA9 oss�cNEa. 1{pe MIN. SUTAP 4A' MANHOLE Bm.69 Not to Scale PRESERVER.. LTH6 j-j STAHOARp INSTALLDETPJL _ ENERGY OISMPATOR ANOIDfl BWMYEfl ]]ao0]]. «xMwrt A CBMH 2101 vp NO SCALE ON SITE SOLUTIONS, INC, HENRY HANSEN 5470 QYAM AVE HE ST. MICHAEL, MN 55376 TEL 763-20&1610 WIfAPo®®o4R PARRISH MEADOWS SINGLE FAMILY & COMMERCIAL OTSEGO, MINNESOTA CO AC]ENGxEEA R)RANYRi10RHb'IORV DALE 195UPIRINISION gEVLLW nSaA wlo Prtl,•.I,mry PId EA,meW OUR IIOC"R P-".—W—rlR RM SNAM[EEALORPWFH-FFEORYABOVEAFEHOT Y9 ETH99REETH—ETN EFR06UCEDDEYOOI47ENDED FEISA&FlYANDI9NOLONGDiAVALDI)MUR FF P.E45ECOMAG] THE E1gN'ETT TO F FDUER ADORIONPL D000MFN19 PRELIMINARY PLAT October 14, 2019 L A N D F O R M From She to Finish O O 105 South Flflh Avenue Tel: 612-252-9070 Suite 513 Fax: 612-252-9077 Minneapolis, MIN 55401 Web: landfonn.nel FILE NAME C712vvHS0()5.dwq PROJECTNO. WHS18005.001 x x x x x x ''x x x x x- 1l1LMP — ' — r I r INFILTRATION DITCH — ---- BL CK 3 ----- --- L r.— I I I I,IF--- I PIST 1 1 ---_---- d I I ABL III' I ACBA ITABL IACBA I,BEI Ir 2 3 I I' 4 I, n 5 2 L--- J L �.6- I TABL 2 PIDE f --- r-- -- --7 IRy W7"I 6 I I' II II ,141,,P l- I SERE 87th Street A y 1 I GAG , iGBAG �IeENI -i _ I i -I IAHL i i; I ULMP I' i II I I I !_I BYe, ------- CJI L--- ---_-- I BERE — — — I AN 2 II 7 8L 2 I, I GBAG —1 — �� 1--= --- ------ — L —---------- I I j r 3 11 6 i I ULMPI, 1 TABL MARO 1 z IACBA ---- o —� --- ; II ' I 4 I LL ,GRAN' 5 1"AG I `-- --- - - -- P- � I I d. I RI 1ACeA 2 1GBAG 11 1 I TIL — I�I 3 —, I � } I ACG. I _ I 2 ------- ISYR1 4 I j -----LL--- J -- — IBNIOr-06F -- I 'I I I I II I 5 — I I I 9 1I17 OI GBAG - , L IPi I T 1AC0 8 ----- , / O I ACNO 6 s _ I - 1� �' C ------IACGM I II ' I rl I I C ITABL I TABL 2 PIDE f --- r-- -- --7 IRy W7"I 6 I I' II II ,141,,P l- I SERE 87th Street A y 1 I GAG , iGBAG �IeENI -i _ I i -I IAHL i i; I ULMP I' i II I I I !_I BYe, ------- CJI L--- ---_-- I BERE — — — I AN 2 II 7 8L 2 I, I GBAG —1 — �� 1--= --- ------ — L —---------- I I j r 3 11 6 i I ULMPI, 1 TABL MARO 1 z IACBA ---- o —� --- ; II ' I 4 I LL ,GRAN' 5 1"AG I `-- --- - - -- P- � I I d. I RI 1ACeA 2 1GBAG 11 3 ,TABL m I GBAO 2PIDE 4 11w — — — — — — — — — — — — — — — — — — — — — — — — — — I / � I / I I i I I I Lot 1 I 1 c I I I I Commercial i I II I I I I) I I I i BLOCK 5 II I � i I / I TABL 2PIOE - 3GB4G - r3GRAG -.--. 9___I MARO 1 ACGfA 'I 7 1 I / ACGM 3 PIST 6 % ,I I ACNO 1110 !1 141 -- — — — — — ----------------- `i 1 i I Future. Commercial i li �I I I I "rl I I PLANT SCHEDULE I DECIDUOUS TREES CODE OTY BOTANICAL/COMMONNAME MATURE WE PLANTINGSIZE ROOT CO'J0. ACNO 12 ACERRUBRUM'NORTHWOOnINORTHWOCO-1E 60'H%4PW -'UAL BBB I ALBA 9 AC ER SAX.null SAILSTA' TM/ FAIL FIE6TA SUGAR MAPLE 70'H%6qW I -AL BBB 1I KAJ' ACGM 15 AGER SA-HAIUM'GREEPI I-ITAIII TM/GREEN --A'. SUGAR MAPLE 60H%40'11 26'CAL BBB I I RENT I4 BETULA NIGRA I RNER BIRCH 60H X 50W 25'CAL 89B I SERE 2 BETU,APAPYRIPERA'RENCf TM/ RENAIBSANCE REflECTION PAPER BIRCH fi0.X.11 25'CAL 8611 ' GBAO 19 GINKGO BILOBA'AUTUMN GOLD' TM I MMDENHAIR TREE 79H%45'W 25'CAL BBB TABL 17 TlLIAAMERICANA'BWLEVARD' I BOULEVARD LINDEN! 60'Hx 30'11 26'CAL 88B i '�-_•/ TILO 10 TILIACORDATAGREENSPIRE I-EENSPIREIdTTLELEAFLINI). 60'H%40W 26'CAL B&B II O ULMP 10 UWUSAMERICAMPRIMJCETOtfIAMERICAFIEIJr1 60H%601! 25'DAI. B&B CONg I I EVERGREEN TREES CODE OTY BOTANICAL /COMMON NAME MATURESIZE PLANTING SIZE ROOT COND, { POE 23 PICEA-WA 'DENSATA' I BLACK HILLS SPRUCE 45H X 20 IV 6 H B&B IIIA' IFllOLE.T1Nftp SFlLOA FOUAIM£901PECRYP£WEAAENOT V,SialE A EA£Er H4NWAVE l 0lCE0aflitt+0pEre 1 PGT 19 PIMIS STROBUSIWHRE PitJE 65'HX30W 8' 86B PEneneanrarwls xolol;aalnv oaulmm. RsnsEwxrACT �-�n,�y Tr£ErwINEEnsoAmuEsrnoomoNK oacurmrTn. 5 r PISY 12 11-J 61LVE6TRISI6CATCHPINE 45H%35'W 6'M. B&B PRELIMINARY PLAT ORNAMENTAL CODE OTY BOTMIICAL /COMMON NAME MATURESIZE PLANTINGSIZE ROOTC0JJ0«JD, October 14, 2019 Y�',(; MOARD 7 MALUSX'PRAIRIE ROSE'/ PRAIRIE ROSE CRABAPPLE 20 HX 20 Y1 TCAL BBB e /,.� t.' y��.11 MASS 5 MALUS X'SPRINO SNOW' I SPRING St1011 CRABAPPLE 25'H X 20W 2'CAL 898 «ttAAYY L. A N D F O R M GYRI I S 1lNGARETIC-TA'NORY61Uf'IIVORYSIL%JAPANESETREELIIAC 25'HX.1V 2'CAL POT From to �WAJ� 0 105 South Fifth Avenue Tel: 612-252-9070 Sulte 513 Fax:612-252-9077 Minneapolis, MN 55401 Web: lendforul ® O FILENAME L201WHS005.dwg NORTH PROJECT NO. WHS18005.001 Q r��LANDSCAPING 0 0 50 PHASE I Know wheys Below.L2.1 , Call before you dig. SHEET NO. /45 Lam-,.tim.a�A•,nP�ma..Mun.IdrM�.,,Fl,,..,..Ia�.. <,ILe ON SITE SOLUTIONS, INC, HENRY HANSEN 5470 OYAM AVE HE ST. MICHAEL, MN 55376 TR 763-23&1610 65 D1�SCIA j I EiltdH®0048 PARRISH MEADOWS SINGLE FAMILY & COMMERCIAL OTSEGO, MINNESOTA COMACIENGNEfA Ed9 Plw I N'.srORY Dare IssuElrsEv sroN aemw Iseoo A PrtlN,m,pfld e -ed G4W -11* P�erm4me FlA 53med Pvv_m�. OMA oII —, 2 ------- ISYR1 -----LL--- J -- — IBNIOr-06F -- I 9 1I17 - , IPi I T 1AC0 8 - 1� �' —— — — STORM WATER l. INFILTRATION BASIN ` 9G Ii rI II L 2PDE 1 IIII OUTLOT A tI1 I I r 2PIOE I I I a I„ .I � 87th Street I PHASE 1 'BO"' I ENI; ------,. _ IEDE E 2 II _ ---1 !ll ' BLOCK'; 2� I TLG 12 INFIRATION'', I a� 1, 1 BL CK 1 I MST — II I I I — �, -- ---- (! 11 1 I C DTH 'I 't I > I �', y IL— 1ACN011 — — --=--'----1, GENERAL NOTr , • REQUIREMENTS 1. for corlstrucl;onS!ukly and Swvaying services wn!acl Landlorm a1 612 25 2 9 070. All planb model lee,t qual the Tvlbwln9 minimum NO. In conformance w'nh Atmos, Nursery As bto, Slmeasured k -he ONO the NO or_w'er No the lap of the bedshrlma bot -of rhe evergreen leedor. LANDSCAPE NOTES Shads Trees'. 2WDo oto, Evergreen Traea. 04 Fold Hgh 2 Conbcl Ul:'y Selvloeproviders kr Eeldloa6en ofseMces 72 hours prbrlc beginning Ornamental Trees. l b Do meter Tall Z-bsand Hedge MaloHal, 3.4 FeelHgh 3. Coordnals lnahl:ation wih Contreclors performing reb!edwolX. Low Shrubs. 24301nche H� qh Spreading E-groena. 1.24l,a,.1+gh 4. Seed mPelure(26141)aa defined In cunenl MNOOT SeedmgMknual.Nkh'•re Seeds shall be of Mmnesob (or a9 speafied) ngH aM ceR6eabylhe Mnnewfa Crcp lmpfinemenl Aasttbfwn (MCIA). Provlds venf7ingdxumanletion to the Owner 30days Ce of0 / Isego, TM I,COOE' mnmum prior blruta9ztlon 5. Plantmat-lalsVIc0nkrm to Me Ammon AssodallcnofT4merymm Sbndardsmdbaothard/clack, hee hom OeOon, 2 .,11 -shade trees Der slwlelem:N lot phase) Tr Bock ress Per Inles'a1.on, darraga,aM dsfiguratron ford;crepanrybekreon the number ofplanb on lha Schedule end the number shown On IN. 1-9Lob 16 the Drawing, the l sh Igovern Bloc 2 --Lob 18 8. Aedsting daoduou4tmmforow bees are la be NmmedofdaedweadaM -,ed loanewel unibrm shspe. d;o duoustmni'erow trees ere la ba NmmedofdaadweaiaM prunsd toenelwel unibrm sh-a. Black 3.7 Loh Block4-ALo4try Bock4-ALo4 14 B 7. Plantrgsoletm'Itmsblof 4 garb loll to l padpeal humw,wiih 3p-d3ofmmmeraal ferllr¢ar added per cublcyard Ph -2 81ack1-2Lob q B. Spreedemrlmum of 6lnalos of tepsod end seed All ludareaa dalurbed by Coralrvcfwn. Blak 2-12l Bleck 3.71ob 24 14 B. FaPow MNDOi$eedng µanual hr planting lnsbuCucna(a eslnUrshmenl olnat4a seM oMprande wotdna6on fd required Block 4-7 Loh TREES REWIRED PER CODE 14 112 Trees eroslcn p alerton end sedmenl.0ol. THE PROVt0E0 152IM 10. Place plaza ecccrdng Mayou, with proper nominalspadng 11. Be. De'a;ls to, deplhofplanbng soil. 12 Insiall64ko1 damefer ehr£ddsd hardwM mold, dsh crowd bees rel plaU.-0wN'me 6hnb or Perennial Planlyld Bed Vnyl edglrg b not required, unles9 noledotherwae. 3 ,TABL m I GBAO 2PIDE 4 11w — — — — — — — — — — — — — — — — — — — — — — — — — — I / � I / I I i I I I Lot 1 I 1 c I I I I Commercial i I II I I I I) I I I i BLOCK 5 II I � i I / I TABL 2PIOE - 3GB4G - r3GRAG -.--. 9___I MARO 1 ACGfA 'I 7 1 I / ACGM 3 PIST 6 % ,I I ACNO 1110 !1 141 -- — — — — — ----------------- `i 1 i I Future. Commercial i li �I I I I "rl I I PLANT SCHEDULE I DECIDUOUS TREES CODE OTY BOTANICAL/COMMONNAME MATURE WE PLANTINGSIZE ROOT CO'J0. ACNO 12 ACERRUBRUM'NORTHWOOnINORTHWOCO-1E 60'H%4PW -'UAL BBB I ALBA 9 AC ER SAX.null SAILSTA' TM/ FAIL FIE6TA SUGAR MAPLE 70'H%6qW I -AL BBB 1I KAJ' ACGM 15 AGER SA-HAIUM'GREEPI I-ITAIII TM/GREEN --A'. SUGAR MAPLE 60H%40'11 26'CAL BBB I I RENT I4 BETULA NIGRA I RNER BIRCH 60H X 50W 25'CAL 89B I SERE 2 BETU,APAPYRIPERA'RENCf TM/ RENAIBSANCE REflECTION PAPER BIRCH fi0.X.11 25'CAL 8611 ' GBAO 19 GINKGO BILOBA'AUTUMN GOLD' TM I MMDENHAIR TREE 79H%45'W 25'CAL BBB TABL 17 TlLIAAMERICANA'BWLEVARD' I BOULEVARD LINDEN! 60'Hx 30'11 26'CAL 88B i '�-_•/ TILO 10 TILIACORDATAGREENSPIRE I-EENSPIREIdTTLELEAFLINI). 60'H%40W 26'CAL B&B II O ULMP 10 UWUSAMERICAMPRIMJCETOtfIAMERICAFIEIJr1 60H%601! 25'DAI. B&B CONg I I EVERGREEN TREES CODE OTY BOTANICAL /COMMON NAME MATURESIZE PLANTING SIZE ROOT COND, { POE 23 PICEA-WA 'DENSATA' I BLACK HILLS SPRUCE 45H X 20 IV 6 H B&B IIIA' IFllOLE.T1Nftp SFlLOA FOUAIM£901PECRYP£WEAAENOT V,SialE A EA£Er H4NWAVE l 0lCE0aflitt+0pEre 1 PGT 19 PIMIS STROBUSIWHRE PitJE 65'HX30W 8' 86B PEneneanrarwls xolol;aalnv oaulmm. RsnsEwxrACT �-�n,�y Tr£ErwINEEnsoAmuEsrnoomoNK oacurmrTn. 5 r PISY 12 11-J 61LVE6TRISI6CATCHPINE 45H%35'W 6'M. B&B PRELIMINARY PLAT ORNAMENTAL CODE OTY BOTMIICAL /COMMON NAME MATURESIZE PLANTINGSIZE ROOTC0JJ0«JD, October 14, 2019 Y�',(; MOARD 7 MALUSX'PRAIRIE ROSE'/ PRAIRIE ROSE CRABAPPLE 20 HX 20 Y1 TCAL BBB e /,.� t.' y��.11 MASS 5 MALUS X'SPRINO SNOW' I SPRING St1011 CRABAPPLE 25'H X 20W 2'CAL 898 «ttAAYY L. A N D F O R M GYRI I S 1lNGARETIC-TA'NORY61Uf'IIVORYSIL%JAPANESETREELIIAC 25'HX.1V 2'CAL POT From to �WAJ� 0 105 South Fifth Avenue Tel: 612-252-9070 Sulte 513 Fax:612-252-9077 Minneapolis, MN 55401 Web: lendforul ® O FILENAME L201WHS005.dwg NORTH PROJECT NO. WHS18005.001 Q r��LANDSCAPING 0 0 50 PHASE I Know wheys Below.L2.1 , Call before you dig. SHEET NO. /45 Lam-,.tim.a�A•,nP�ma..Mun.IdrM�.,,Fl,,..,..Ia�.. <,ILe ON SITE SOLUTIONS, INC, HENRY HANSEN 5470 OYAM AVE HE ST. MICHAEL, MN 55376 TR 763-23&1610 65 D1�SCIA j I EiltdH®0048 PARRISH MEADOWS SINGLE FAMILY & COMMERCIAL OTSEGO, MINNESOTA COMACIENGNEfA Ed9 Plw I N'.srORY Dare IssuElrsEv sroN aemw Iseoo A PrtlN,m,pfld e -ed G4W -11* P�erm4me FlA 53med Pvv_m�. OMA I J I I I I I I I O 2 POE I I 87th Streets'. I TILO I I INFILTRATION BLOCK 1 DITC 1 I OUTLOT A IL _'_ -----J 2 I I I I 1lRMP milm OUTLOT A IPDDE 1 BLOC I I I 12 I Plsr I L--- I i — J (I4' i MARO II Evergreen TrEee'. 3 4 F.I Hgh 2 I I I I I _ J __ ---_---- 1ACGM 1 IPIST I I 3 I I I PSTII I I $rl mG t BIDS i I 4 I I SYRI IWAPI I j -- ---- — 8 I- ACNO I BENI i 131 � I 5 I l Black 1.2 Lob I MARC I PiST I I II 7 I _I Black 47 Lob MASS — — I ACNO TK,^` �T ID I I I MASS •S I1 BENI 25'CAL PHASE 1 IBENI PHASE 2----- — 1 12 '�; I I 12 I Plsr I L--- I i — J � Evergreen TrEee'. 3 4 F.I Hgh I I Tell Shurbs aM Hots Whshal, 84 Feel NOT ----------- 2ACt0 , � 1 0 1 I I I PSTII I I 2 dedd—s shade trees poleo la•b0 lot —fACGM — Ph;_ j I I L--------- Q I I — J SYRI IWAPI I j -- ---- — 8 I- ACNO I i 131 � Phre2 1 Black 1.2 Lob I MARC 8mck 2.12 Lab 24 I II 7 I _I Black 47 Lob 1 PIST � — — I ACNO TK,^` �T OUTLOT B ._.m CODE All plea mussel lead eGial the f solling minimum s.In-lotman,a Wim Amedan fJ—y Assxiaton Sbndrd measured Mom the 0 Who ball oroonblner to thelop of the Vee/shrub., ballom of the evmg., leader: Shade Trees. 20' Diamelor a tl Evergreen TrEee'. 3 4 F.I Hgh 1I O—bl Th,aa 1.6'Ammeter Tell Shurbs aM Hots Whshal, 84 Feel NOT �A Low Shrubs'. 24301nches Hgh �k Spreadng Evergreens'. 1241rch a!Ajh ,R 4 50'HX 40 V 2 dedd—s shade trees poleo la•b0 lot X11 Ph;_ w E �II 1 !1 `� Back2�0Lob • �I B k3-7Loa •I Black 4.4 Lob 131 � Phre2 M ,r II Black 1.2 Lob FE �FEW 8mck 2.12 Lab 24 B�xk37Lab 14 Black 47 Lob �j nK' I SYRI TK,^` �T TREESPROVIDED 15'1R -s •S 6011xbow 25'CAL B&B T 86th Street „ { r I BENI i Ir 11 ACGM I I TARO J i' I 1.17 1 —1-j• — MASS SYRi BLOC 3 1 1 I, 2 1 r 3 I'. 4 1 1' 5 1 NARO I I I I I ACOA.... 114r� J Q�I•L) J L I l Mass II I j II' II I 6 I 7 1 1 I I INFILTRATIONDITCH IAMM I'Ask10.CGM 21I1T 2BIDE 2PIST 1ACOA 85TH STREET N.E. GENERAL NOTES I, For wnstruWmrl St 4ly end SurvaNng Siyvlcos coMecl Lendkrm e1812152E070. LANDSCAPE NOTES 2 Conbcl Utfiay6eP/,ovwldenforfieldlo tonofservlco 72h-apn'orlobegnnng. 3, CoortGne� In-hlla5on wiFl Contraclws performing relatcdwork. 4. 8eedm Nra 125-141)ebdaP,adln-a,IMaNDOTSeedng Manual, Natre Seeds hal be olMnnesoa lm os bpeafie3l origin eMarlfieib)Ihe Mnnesor Crop lmprmamenlAs;oc t nlh'GIA), P-devenM/Ingdocum U,1,nlalheOn er 30 dap minimum priorlT mtbllaion. 6. Plant mearbi shall—Vn tot.A.—hAssocialan of Nursoy—StdrdaaM NO hwd7stao,, lea from deadse, 'lh.Don,damage, and diwlgotan. FordxrEFenq between Nenum6er olp'anb al Ne Schedule and the number EhOkn on Ne prawing, Ute Dmwlrg 6hall gwam. 8 All existing ddduousrwn�femua 6ee3 ore to be ldnmedoldxadwood end prunM Loa naMal unimml shape. 7. Pmntng sashall wnsGlol4pads lopsod l0lpad pealhumus, Ynlh 3paund ofcommErdal bd'rzar added percuMcymd 0. Spreads minimum of Blnchas of topbalaM need all lurlmeaa duturbed tr/Conshuglon. 9. F0i Seedmglrbnual far planting lnsW6fiom fa rslaNrilmenl of natPre shed end panda oxrdnakon (M recpll:red eroson ovanp preventian aM eadment conlW. 10. Place pbnh ocardngmlayaul wllhproper nomilal spatlrg 11, Sae Detaa brdepthofptanlmgsal. 12 In,fall94faot do -W shredded hardxood mutch Ed, mound het ml placed Wlhnn a Shrub O Parenm'al Man" Bed V'%I a4W b not raW' ed, unless %ped oth-be. LANDSCAPE1 CODE All plea mussel lead eGial the f solling minimum s.In-lotman,a Wim Amedan fJ—y Assxiaton Sbndrd measured Mom the 0 Who ball oroonblner to thelop of the Vee/shrub., ballom of the evmg., leader: Shade Trees. 20' Diamelor ROOTCOND Evergreen TrEee'. 3 4 F.I Hgh O—bl Th,aa 1.6'Ammeter Tell Shurbs aM Hots Whshal, 84 Feel NOT Low Shrubs'. 24301nches Hgh Spreadng Evergreens'. 1241rch a!Ajh 12 CiH of Obego, 04, CODE: 50'HX 40 V 2 dedd—s shade trees poleo la•b0 lot These Per Bmck Ph;_ AD. Black I.0 Lab 16 Back2�0Lob I6 B k3-7Loa 14 Black 4.4 Lob 6 Phre2 Black 1.2 Lob 4 8mck 2.12 Lab 24 B�xk37Lab 14 Black 47 Lob 14 TREES REQUIRED PER CODE 112T— 12TreesTREES TREESPROVIDED 15'1R -s 2 PIDE L 1 BENI � 2 PIOE gm Fd96'17 3ACNO FTM Him,, II I I , I I I I I I I II I I I I I I I I -I I I I I I I I I I I I I I I I I I I I I I I I I 1 I I I I I I I I I I I I I I I PLANT SCHEDULE DECIDUOUS TREES CODE CITY DOIN41CAL1COMMON NAME MATURE 512E PLAMINGSIZE ROOTCOND ACNO 12 ACERRUBRUM'NORTHADOD'/NORTHNOODIAPLE 50'HX 40 V 25'CAL 088 �• AD. Il Al.BAC1.RUM'BAILSTA' TM I FALL FIESTA SUGAR MAPLE 70 H X 60W 26"CAL B88 ��3�" �-W' A1.11 IS ACERSACCH4RUM'GREEN—TTAIN'TM/GREEN-11 A45UOARMAPLE 6010.1126'CAL B.B 0(�fy'(�/. .-1 14 BETULANIGRAIRIN-131 11 6011xbow 25'CAL B&B SERE 2 BETULA PAPYRIFERA'RENCI'- I RENAISSANCE REFLECTION PAPER B'RCH WHX-11 25'OAL B88 IS GIN-131OBA-AU MICLD'-1-1C--IRTREE 70.X4511 25'CAL S. '---! TABL 11 TILIAAMERICANA'BOULEVARD' I SOULEVARDLL'IOEN 60H.-11 2 -At BBB 0 TILO 10 T WA ILIA CORDATA'GREENSPR 1--NSRRE LRTLELEAF LII EN -Hx40'11 It -CAL B&B OUI- 10 UO4USAMERICANA-PRINCET014IAMERICANEIM 00HX60W 26CAL B&B EVERGREEN TREES CODE QTY BOTANICAL ICOMMON NAME MATURE SIZE PLArjtNO SIZE ROOT COND. PIDE 23 PICEA GIAUCA'DENsATA' I BLACKHLLS SPRUCE 45'H X 23'W 8'IT BBB PIST 19 PINUS STROSUS/WHITE Pil. 65'HX30'W 6' B&B SL./I.LZ 2 - �- PISY 12 PIM'1S SYLVESTRIS/SCOTCH PINE 45'HX35'YV 6'M. 8&B ORNAMENTAL CODE OTY BOTANICALICOMMON NAtE MATURE SIZE PLANIINGStZE ROOT CONO. MARC 7 MALUSX'PMIRIE ROSE/PPAIRIE ROSE CRABAPPLE 20'HX20'V/ 2'CAL B&B MASS 6 A US X'SPRI SO W'IBPRIp Sl CRARAPPLE 25'HX 2J'W 2'OAL B&8 t� SYRI 7 SYRINGARETICUATA'IVORY SILK'/IVORY SILL( JAPANESE TREE LILAC 25'HX20W 2CAL POT 1O O 0 SO Know what's BeIOW. Call before you dig. ON SITE SOLUTIONS, INC. HENRY HANSEN 5470 OYAM AVE NE ST. MICHAEL, MN 55376 TEL7a238-1610 PARRISH MEADOWS SINGLE FAMILY & COMMERCIAL OTSEGO, MINNESOTA LOMACl mG EEi PoRANVPR!O,t NISrOF! eAtE I55 wry REVIEW 11 aeol P %ib�Em'utlR v:�bn OAW IFTNE 9dANRE, RA1oAPalRLINES EffECRY-ARENeT VIS.HIE,IM95NEEr IUSBEEN RFPn00LCm EEVOM1H iNfENHE➢ REA➢AbiIMAKa L9NOlONOEAAVAaO EOL( .eEASECOMAai rxEENCIxEEm ro RmuEsrAoomorvuoocuwrts. PRELIMINARY PLAT October 14, 2019 L A N D F O R M From Site to Finish e €3 105 South Fifth Avenue Tel: 612-252-9070 Suite 613 Fax:612-252-9077 Minneapolis, MN 55401 Web: landform.nel FILE NAME 1.201WH8005.dW0 PROJECT NO, 0111818005,001 LANDSCAPING L2.1 b SHEET NO. 145 Lia,, •msxcw.,s ,anmm�,aw:, _.uorL...*�,wa„mwu.,s..,uc