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HomeMy WebLinkAbout#27 - Inwood 7thSTAFF REPORT DATE: 12/6/22 REGULAR MOTION TO: City Council FROM: Ben Hetzel, Lake Elmo City Planner AGENDA ITEM: Inwood Seventh Addition Final Plat and Preliminary Plat Extension REVIEWED BY: Molly Just, Planning Director INTRODUCTION: Greg Johnson of Hearth Development, LLC recently submitted a final plat application for Outlot A of the Inwood Sixth Addition subdivision. Outlot A is also known as 8607 5th Street N (PIDs 3302921130027). The application also requires a preliminary plat extension. The proposed final plat would facilitate the conversion of 1.9 acres of commercially zoned land from a outlot to a buildable lot to allow the construction of a multi-use commercial building that would house a nail salon and a restaurant. Lake Elmo requires outlots to be replatted before they can be developed and built upon. The proposed nail salon and restaurant are permitted by right in the Commercial zoning district. No change of property lines are part of this proposal. ISSUE BEFORE CITY COUNCIL: Should City Council approve the final plat of Inwood Seventh Addition? REQUEST DETAILS/ANALYSIS: Applicants: Greg Johnson (Hearth Development, LLC) Property Owner: RPS Legacy Desoto, LLC Location: Outlot A, Inwood Sixth Addition Request: Final Plat to construct a multi-use commercial building Site Area: 1.9 acres Existing Land Use: Vacant Existing Zoning: Commercial Surrounding: Commercial - North, West High Density Residential – East, South Comprehensive Plan: Mixed Use – Commercial Deadline for Action: Application Complete – 9/23/22 60 Day Deadline – 11/23/22 Extension Letter – 11/15/22 120 Day Deadline – 1/23/23 Regulations: LEC 103.00.100 Final Major Subdivisions (Final Plat) 2 History o The preliminary plat/PUD plans were approved on December 2, 2014. o The final plat/PUD plans and zoning map amendments for the development of Inwood was approved on May 19, 2015. The subject property was initially platted as part of a larger 9.9 acre Outlot, known as Outlot O, Plat of Inwood. o Outlot O remained untouched until October 15, 2019 when a minor subdivision (Inwood Sixth Addition) was approved to subdivide Outlot O into the following three lots – Lot 1, Block 1 – 2.27 acres; Outlot A – 1.90 acres (subject property) and Outlot B- 5.72 acres. The minor subdivision was required to facilitate the transfer of 2.27 acres of land to Kwik Trip for the construction of the fuel station/convenience store on Lot 1. o The Development Agreement of Inwood Sixth Addition established a preliminary plat expiration date of December 2, 2019; therefore, a preliminary plat extension is also part of this application. 3 Consistency with Preliminary Plat The proposed final plat is generally consistent with the preliminary plat that was approved on December 2, 2014. The approved preliminary plat shows the subject property as part of Outlot H for future commercial development. Outlot H has been platted as two commercial lots with the minor subdivision of Inwood Sixth Addition. Although separate, the two separate commercial lots combined maintain the same land use and size intended by the preliminary plat. Inwood PUD Flexibility The flexibility requested through the Inwood PUD was directly related to the Low Density residential phases north of 5th Street N. The flexibility from code standards was not requested for the Commercial and High Density Residential properties. Inwood Sixth Addition Plat Below shows the minor subdivision plat of Inwood Sixth Addition, which created Outlot A which is the subject of the proposed final plat. 4 Proposed Inwood Seventh Addition Final Plat 5 Park Dedication The preliminary plat and PUD approval requires the developer to reach an agreement with the City to determine the appropriate park dedication calculations for a final plat submission for any portion of the Inwood development. The park dedication requirement for this property has not been satisfied by any of the other Inwood additions. For nonresidential developments, the City requires a payment in lieu of land dedication as established by resolution of the City Council. The current fee for development within a commercial zoning district is $6,000 per acre. The total fee to the applicant would be $11,400 to satisfy the City’s park land dedication requirements. The charge was calculated as follows: $6,000 x 1.90 acres = $11,400. Applicable Preliminary Plat Conditions The following explains how preliminary plat conditions have been met. Some conditions in the preliminary plat and PUD approval are applicable to this final plat application. 1. The applicant shall work with Community Development Director to name all streets in the subdivision in a manner acceptable to the City prior to the submission of final plat. No new streets are being proposed or shown on the final plat. 2. Prior to the submission of a final plat for any portion of the Inwood PUD, the developer shall reach an agreement with the City to determine the appropriate park dedication calculations for the entire development. The total fee to the applicant is $11,400 to satisfy the park dedication requirements. 3. Prior to recording the final plat for any portion of the area shown in the preliminary plat, the developer shall enter into a Developers Agreement acceptable to the City Attorney that delineates who is responsible for the design, construction, and payment of public improvements. City staff have already begun working on a Site Improvement Agreement with the City Attorney. REVIEW COMMENTS City Engineer The City Engineer’s review memo dated October 14, 2022 is attached to this report for review. Fire Department The Fire Chief’s review memo dated October 7, 2022 is attached to this report for review. Landscape Architect The City’s Landscape Architect’s review memo dated October 14, 2022 is attached to this report for review. RECCOMMENDED FINDINGS 1. That all the requirements of City Code Section 103.00.100 have been met by the applicant. 2. That the Final Plat for Inwood Seventh Addition consists of replatting Outlot A of Inwood Sixth Addition to construct a multi-use commercial building. 6 3. That the Inwood Seventh Addition Final Plat is generally consistent with the Preliminary Plat as approved by City Council of Lake Elmo on December 2, 2014. 4. That the Inwood Seventh Addition Final Plat is consistent with the intent of the Lake Elmo Comprehensive Plan. 5. That the Inwood Seventh Addition Final Plat generally complies with the City’s Commercial zoning district. RECOMMENDED CONDITIONS OF APPROVAL: 1. No construction may begin until the applicant has received City Engineer approval for the final construction plans; the applicant has obtained from the City all applicable permits, easements and permissions needed for the project; and a preconstruction meeting has been held by the City’s engineering department. 2. Before the execution and recording of a final plat for the development, the developers shall enter into a Site Improvement Agreement with the City. Such an agreement must be approved by the City Attorney. 3. That prior to the City releasing the final plat for recording, the plans shall be revised to address the comments in the City Engineer’s memo dated October 14, 2022. 4. That prior to the City releasing the final plat for recording, the plans shall be revised to address the comments in the Landscape Architect’s memo dated October 14, 2022. 5. That prior to the City releasing the final plat for recording, the plat shall be revised to address the issues identified in the Plat Opinion letter dated November 9, 2022. 6. That the applicant satisfy the $11,400 commercial park dedication fee before the City releases the final plat for recording. 7. All storm water facilities internal to the site shall be privately owned and maintained. A storm water maintenance and easement agreement in a form acceptable to the City shall be executed and recorded with the final plat. 8. That Outlot B of Inwood Sixth Addition shall be granted full access to the existing commercial driveway off of 5th Street North. 9. If necessary, the applicant shall provide the City with a copy of written permission for any off-site grading work and storm sewer to adjacent properties before starting any site work. 10. Before the installation or construction of any identification signs, the developer shall submit sign plans to the City for review and obtain a sign permit from the City. 11. That the City does not allow any parking or construction staging, including to loading and unloading of materials and equipment at any time on 5th Street North during the construction of the site improvements. 12. That the developer records the approved Final Plat with Washington County within 180 days after City Council approval. Failure to record the Final Plat within 180 days of approval will cause the approval to become void. OPTIONS: The City Council may: • Approve the requests • Approve the requests with conditions. • Deny of the requests, citing findings of fact for denial. 7 RECOMMENDATION: Staff recommends that City Council approve the final plat of Inwood Seventh Addition and the agreement to extend the preliminary plat status of Inwood. “Move to approve Resolution No. 2022-113, approving the final plat of Inwood Seventh Addition.” And “Move to approve Resolution No. 2022-114, approving the agreement to extend the preliminary plat status of Inwood.” ATTACHMENTS: 1) Land Use Application 2) Written Statements 3) Location Map 4) Inwood Seventh Addition Final Plat 5) Plans 6) City Engineer Memo Dated 10/14/22 7) Fire Department Memo dated 10/7/22 8) City Landscape Architect Memo Dated 10/14/22 9) Plat Opinion dated November 9, 2022 10) Agreement to Extend Preliminary Plat Status 11) Resolution No. 2022-113 12) Resolution No. 2022-114 INWOOD NAIL SALON AND RESTAURANT FINAL PLAT WRITTEN STATEMENTS a. Project Contact Information: Landowner RPSLEGACYDESOTO LLC 2935 Country Drive, Suite 100 Little Canada, MN 55117 Attn: Warren Pederson warren@rpslegacy.com Authorized Agent / Applicant Hearth Development, LLC 3300 Rice Street, Suite 100 St. Paul, MN 55126 Attn: Greg Johnson (651) 383-4850 greg@nottinghamconstruction.net Civil Engineer Larson Engineering, Inc. 3524 Labore Road White Bear Lake, MN 55110 Attn: Matt Woodruff (651) 481-9120 mwoodruff@larsonengr.com Land Surveyor PJ Land Surveying, LLC 3491 87th Street North Stillwater, MN 55082 Attn: Paul Johnson (651) 303-0025 pjlandsurveying@msn.com b. Project Site Data: Site Address 8607 5th Street North Lake Elmo, MN 55042 Current Zoning HDR/PUD – High Density Residential Parcel Size 83,934 Square Feet (1.93 Acres) Property Identification Number (PID) 33.029.21.13.0027 Current Legal Description Outlot A, Inwood Sixth Addition c. Final Subdivision and Lot Information i. Name of Final Plat: Inwood Seventh Addition ii. Proposed Lot Table: Lot No.Block No.Area SF (Acres)Lot Width FT Lot Depth FT 1 1 83,934 (1.93)247.5 (avg)323.9 iii. Dedicated Public Open Space Areas: N/A iv. Wetlands and Buffers Areas: N/A v. Dedicated Rights-of-Way: N/A vi. Proposed Legal Descriptions: Lot 1, Block 1, Inwood Seventh Addition d. An explanation of how issues have been addressed since the Preliminary Plat phase of the development. N/A e. A statement showing the final density of the project with the method of calculating said density shown. N/A f. Discuss proposed infrastructure improvements and phasing thereof (i.e. proposed roadways, sewer systems, water systems, sidewalks/trails, parking, etc) necessary to serve the subdivision. We will be connecting into the existing sanitary and water services that have been stubbed into the site. Similarly, the site’s proposed stormwater runoff will be collected by catch basins and pipes, and connected to an existing pipe that has been stubbed into the property. The proposed stormwater management for the new development has already been accommodated for with the original phases of the Inwood Development. g. If applicable, a narrative addressing how concerns/issues raised by neighboring properties have been addressed (discussing your proposal with the neighboring land owners is recommended to get a sense of what issues may arise as your application is processed). N/A h. If applicable, a description of how conflicts with nearby land uses (livability, value, potential future development, etc.) and/or disturbances to wetlands or natural areas are being avoided or mitigated. N/A i. Provide justification that the proposal will not place an excessive burden on roads (traffic), sewage, water supply, parks, schools, fire, police, or other public facilities/services (including traffic flows) in the area. The proposed plan meets the desired uses with the current zoning. The existing infrastructure has the capacity to handle the extra traffic generated by this project as accounted for in the original phases of the Inwood Development. j. If applicable, provide a description of proposed lakeshore access (i.e. shared dock with multiple slips, individual docks for each lot, etc.). N/A k. A description of proposed parks and/or open space, including a brief statement of the overall land dedication of fees to be paid in lieu of land dedication that meets the public land dedication requirements of the Subdivision Ordinance. N/A l. A proposed development schedule indicating the approximate date when construction of the project, or stages of the same, can be expected to begin and be completed (including the proposed phasing of construction of public improvements and recreational and common space areas). With approvals, we would like to begin construction just after the new year with a 9-month construction time line to complete all work. 5TH STREET NORTHAPPROX. LOC.BENCH MARKTop Nut Hyd. Elev.=1016.2TOP NUT HYD= 1016.41012101210111011101310131013101410131014101610091008101110121012 10061006 10071012101310141011100910081004100410031002100199999899799610071008 10091015 1010 101010051005 100099515" STUBINV: 1005.00 (PER PLAN)CB 102RE=1008.92IE=1003.62 24" EIE=1003.95 18" WIE=1004.42 N 15"CB 103RE=1009.34IE=1004.54 18" EIE=1004.71 15" NIE=1004.17 12" WCB 101RE=1009.65IE=994.80 24" SWIE=1003.13 24" WIE=990.60 SUMPSTMHRE=1012.3IE=1004.5 21" WE=996.6 48"" SIE=997.9 33" SESMHRE=1012.2IE=1000.7 8" WIE=1000.6 8" SERD=1010.3INV=1005.1RE=1010.3IE=1004.5RE=1010.3IE=1004.5SMHRE=1011.4IE=1001.8IE=1001.7 E18" RCP (PER PLAN)CB 105RE=1011.75IE=1006.6 15" SIE=1006.77 12" NWCB 104RE=1011.69IE=1006.09 15" N&Sunderground fuelSTMHRE=1006.1IE=994.7FLARED ENDINV=994.5FLARED ENDINV=994.4515" PE (PER PLAN)24" PE (PER PLAN)18" PE (PER PLAN)15" PE (PER PLAN)15" PE (PER PLAN)12" PVC (PER PLAN)24" RCP (PER PLAN)12" PE (PER PLAN)48" RCP (PER PLAN)48" RCP(PER PLAN)21" RCP (PER PLAN)15" RCP (PER PLAN)15" RCP (PER PLAN)8" PVC PLUGINV: 1003.03*(PER PLAN)SMHRE=1012.86IE=1001.28 8" NIE=1001.38 8" WIE=1002.43 8" SE8" PVC(PER PLAN)8" PVC(PER PLAN)8" PVC (PER PLAN)8" DIP(PER PLAN)33" RCP (PER PLAN)8" PVC (PER PLAN)8" DIP (PER PLAN)8" DIP CL. 52 - PLUG (PER PLAN)8" DIP CL. 52 -PLUG (PER PLAN)8"GVEXISTING PONDWATER SURFACE ELEVATION = 994.4 / 8-03-22100 YR HWL = 1001.3NWL = 994.58" PVC PLUGINV: 1002.05*(PER PLAN)8" DIP(PER PLAN)6" PVC (PER PLAN)11222DescriptionRev.DateINWOOD NAIL SALON8607 5TH STREET NORTHLAKE ELMO, MN 55082111.18.22City CommentsSheet Title:Project #:Drawn By:Checked By:Issue Date:12226116KBKMJW09.23.223524 Labore RoadWhite Bear Lake, MN 55110651.481.9120 (f) 651.481.9201www.larsonengr.comC 2022 Larson Engineering, Inc. All rights reserved.P:\Projects\Projects - 2022\12226116 - Inwood Nail Salon\C. Design\Drawing Files\12226116 C100 - Demo.dwgLarsonEngineering, Inc.Project Title:HEARTH DEVELOPMENT3300 RICE STREET, SUITE 100ST. PAUL, MN 55126Client:Matt Woodruff, P.E.Date: Lic. No.:I hereby certify that this plan,specifications or report was preparedby me or under my direct supervisionand that I am a duly licensedProfessional Engineer under the lawsof the state of Minnesota.PRELIMINARY NOT FOR CONSTRUCTION0NORTH153060Sheet:09.23.2241885REMOVE AND DISPOSE OF EXISTINGCONCRETE PAVEMENT SECTIONSYMBOL LEGENDREMOVE AND DISPOSE OF CONCRETE CURB AND GUTTERPROTECT EXISTING LIGHT POLE TO REMAINDEMOLITION PLANC100KEY NOTESDEMOLITION NOTES1.Verify all existing utility locations.2.It is the responsibility of the Contractor to perform or coordinate all necessary utilitydemolitions and relocations from existing utility locations to all onsite amenities andbuildings. These connections include, but are not limited to, water, sanitary sewer, cabletv, telephone, gas, electric, site lighting, etc.3.Prior to beginning work, contact Gopher State Onecall (651-454-0002) to locate utilitiesthroughout the area under construction. The Contractor shall retain the services of aprivate utility locator to locate the private utilities.4.Sawcut along edges of pavements, sidewalks, and curbs to remain.5.All construction shall be performed in accordance with state and local standardspecifications for construction.12 131317813173PROPOSED BUILDINGFFE = 1014.005TH STREET NORTHAPPROX. LOC.BENCH MARKTop Nut Hyd. Elev.=1016.2TOP NUT HYD= 1016.4SMHRE=1012.2IE=1000.7 8" WIE=1000.6 8" SESMHRE=1011.4IE=1001.8IE=1001.7 Eunderground fuel8" PVC PLUGINV: 1003.03*(PER PLAN)SMHRE=1012.86IE=1001.28 8" NIE=1001.38 8" WIE=1002.43 8" SE8" PVC(PER PLAN)8" PVC(PER PLAN)8" PVC (PER PLAN)8" DIP(PER PLAN)8" PVC (PER PLAN)8" DIP (PER PLAN)8" DIP CL. 52 - PLUG (PER PLAN)8" DIP CL. 52 -PLUG (PER PLAN)8"GVEXISTING PONDWATER SURFACE ELEVATION = 994.4 / 8-03-22100 YR HWL = 1001.3NWL = 994.58" PVC PLUGINV: 1002.05*(PER PLAN)8" DIP(PER PLAN)6" PVC (PER PLAN)1123A11122'9'16.5'33.05'7'18'18'22'16.5'20'9'16.5'9'22'18'9'18'3A3A3B3B8'9'8'8'9'8'5'5'30.59'53.43'54.18'DescriptionRev.DateINWOOD NAIL SALON8607 5TH STREET NORTHLAKE ELMO, MN 55082111.18.22City CommentsSheet Title:Project #:Drawn By:Checked By:Issue Date:12226116KBKMJW09.23.223524 Labore RoadWhite Bear Lake, MN 55110651.481.9120 (f) 651.481.9201www.larsonengr.comC 2022 Larson Engineering, Inc. All rights reserved.P:\Projects\Projects - 2022\12226116 - Inwood Nail Salon\C. Design\Drawing Files\12226116 C200 - Paving.dwgLarsonEngineering, Inc.Project Title:HEARTH DEVELOPMENT3300 RICE STREET, SUITE 100ST. PAUL, MN 55126Client:Matt Woodruff, P.E.Date: Lic. No.:I hereby certify that this plan,specifications or report was preparedby me or under my direct supervisionand that I am a duly licensedProfessional Engineer under the lawsof the state of Minnesota.PRELIMINARY NOT FOR CONSTRUCTION0NORTH153060Sheet:09.23.2241885NEW LIGHT-DUTYBITUMINOUS PAVEMENTSEE DETAIL 1/C600NEW LIGHT-DUTYCONCRETE PAVEMENTSEE DETAIL 2/C600NEW PATIOSEE LANDSCAPENEW STOOP/APRONSEE STRUCTURAL/ARCHITECTURALSYMBOL LEGENDPAVING PLANC200PARKING STALL COUNTSTANDARD PARKING STALLS80ADA PARKING STALLS4TOTAL STALLS84PAVING NOTES1.All street patches shall match existing grade and be within1/4-inch of the existing pavement thickness.2.Concrete joints are shown for general reference only to signifynew light-duty and/or heavy-duty concrete pavement. Actualjoints shall be constructed per the project specifications.SURFACE AREAS AND LOT DENSITYTotal Site Area: 83,934 SFPre-Development Impervious Acreage: 23,540 SFPost Development Impervious Acreage: 60,876 SFPercent of Site Coverage:72.5%Building Footprint Area: 8,015 SFExterior Parking Area: 24,963 SFKEY NOTES1NEW B612 CONCRETE CURB, SEE DETAIL 3/C500NEW ACCESSIBLE CURB RAMP, SEE DETAIL 4/C500NEW SIGN AND POST, SEE DETAIL 5/C500_A: ADA PARKING_B: ADA ACCESS AISLE23 PROPOSED BUILDINGFFE = 1014.005TH STREET NORTHAPPROX. LOC.BENCH MARKTop Nut Hyd. Elev.=1016.2TOP NUT HYD= 1016.41012101210111011101310131013101410131014101610091008101110121012 10061006 10071012101310141011100910081004100410031002100199999899799610071008 10091015 1010 101010051005 1000995SMHRE=1012.2IE=1000.7 8" WIE=1000.6 8" SESMHRE=1011.4IE=1001.8IE=1001.7 Eunderground fuel8" PVC PLUGINV: 1003.03*(PER PLAN)SMHRE=1012.86IE=1001.28 8" NIE=1001.38 8" WIE=1002.43 8" SE8" PVC(PER PLAN)8" PVC(PER PLAN)8" PVC (PER PLAN)8" DIP(PER PLAN)8" PVC (PER PLAN)8" DIP (PER PLAN)8" DIP CL. 52 - PLUG (PER PLAN)8" DIP CL. 52 -PLUG (PER PLAN)8"GVEXISTING PONDWATER SURFACE ELEVATION = 994.4 / 8-03-22100 YR HWL = 1001.3NWL = 994.58" PVC PLUGINV: 1002.05*(PER PLAN)8" DIP(PER PLAN)6" PVC (PER PLAN)1013.90 C1014.00 FFE1014.00 FFE1014.00 FFE1011.94 GL*1012.34 GL*1012.43 GL*1012.01 GL*1013.64 TC1013.14 GL1013.85 C1013.74 TC1013.24 GL1012.83 TC1012.33 GL1013.90 TC1013.40 GL1012.75 TC1012.25 GL1012.08 TC1011.58 GL1011.60 TC1011.10 GL1013.05 TC1012.55 GL1012.38 TC1011.88 GL1013.02 TC1012.52 GL1013.13 TC1012.63 GL1012.48 TC1011.98 GL1014.02 TC1013.52 GL1014.00 FFE1012.75 TC1012.25 GL1012.64 TC1012.14 GL1013.90 C1013.90 C1013.0 TC1012.50 GL*1013.52 TC1013.02 GL*1014.00 FFE1013.09C1014.00 C1012.08 TC1011.58 GL1013.90 C1013.80 TC1013.30 GL1013.60 TC1013.10 GL1012.55 TC1012.05 GL1013.25 TC1012.75 GL1012.64 TC1012.14 GL1012.71 TC1012.21 GL1013.69 TC1013.19 GL1013 101210131012 1012INLET PROTECTIONINLET PROTECTIONSILT FENCESILT FENCESILT FENCESILT FENCEROCK CONSTRUCTIONENTRANCEINLET PROTECTIONDescriptionRev.DateINWOOD NAIL SALON8607 5TH STREET NORTHLAKE ELMO, MN 55082111.18.22City CommentsSheet Title:Project #:Drawn By:Checked By:Issue Date:12226116KBKMJW09.23.223524 Labore RoadWhite Bear Lake, MN 55110651.481.9120 (f) 651.481.9201www.larsonengr.comC 2022 Larson Engineering, Inc. All rights reserved.P:\Projects\Projects - 2022\12226116 - Inwood Nail Salon\C. Design\Drawing Files\12226116 C300 - Grading.dwgLarsonEngineering, Inc.Project Title:HEARTH DEVELOPMENT3300 RICE STREET, SUITE 100ST. PAUL, MN 55126Client:Matt Woodruff, P.E.Date: Lic. No.:I hereby certify that this plan,specifications or report was preparedby me or under my direct supervisionand that I am a duly licensedProfessional Engineer under the lawsof the state of Minnesota.PRELIMINARY NOT FOR CONSTRUCTION0NORTH153060Sheet:09.23.2241885GRADING ANDEROSION CONTROLPLANC300GRADING NOTES1.Tree protection consisting of snow fence or safety fence installed at thedrip line shall be in place prior to beginning any grading or demolitionwork at the site.2.All elevations with an asterisk (*) shall be field verified. If elevationsvary significantly, notify the Engineer for further instructions.3.Grades shown in paved areas represent finish elevation.4.See landscape plans for restoration.5.All construction shall be performed in accordance with state and localstandard specifications for construction.6.Slopes in ADA parking areas shall not exceed 2% in any direction.7.Elevations are based off Washington County NAD 83 coordinates.1.Owner and Contractor shall obtain MPCA-NPDES permit. Contractor shall be responsible for all fees pertaining to this permit. The SWPPP shall bekept onsite at all times.2.Install temporary erosion control measures (inlet protection, silt fence, and rock construction entrances) prior to beginning any excavation or demolitionwork at the site.3.Erosion control measures shown on the erosion control plan are the absolute minimum. The contractor shall install temporary earth dikes, sedimenttraps or basins, additional siltation fencing, and/or disk the soil parallel to the contours as deemed necessary to further control erosion. All changesshall be recorded in the SWPPP.4.All construction site entrances shall be surfaced with crushed rock across the entire width of the entrance and from the entrance to a point 50' into theconstruction zone.5.The toe of the silt fence shall be trenched in a minimum of 6”. The trench backfill shall be compacted with a vibratory plate compactor.6.All grading operations shall be conducted in a manner to minimize the potential for site erosion. Sediment control practices must be established on alldown gradient perimeters before any up gradient land disturbing activities begin.7.All exposed soil areas must be stabilized as soon as possible to limit soil erosion but in no case later than 14 days after the construction activity in thatportion of the site has temporarily or permanently ceased. Temporary stockpiles without significant silt, clay or organic components (e.g., cleanaggregate stockpiles, demolition concrete stockpiles, sand stockpiles) and the constructed base components of roads, parking lots and similarsurfaces are exempt from this requirement.8.The normal wetted perimeter of any temporary or permanent drainage ditch or swale that drains water from any portion of the construction site, ordiverts water around the site, must be stabilized within 200 lineal feet from the property edge, or from the point of discharge into any surface water.Stabilization of the last 200 lineal feet must be completed within 24 hours after connecting to a surface water. Stabilization of the remaining portions ofany temporary or permanent ditches or swales must be complete within 14 days after connecting to a surface water and construction in that portion ofthe ditch has temporarily or permanently ceased.9.Pipe outlets must be provided with energy dissipation within 24 hours of connection to surface water.10.All riprap shall be installed with a filter material or soil separation fabric and comply with the Minnesota Department of Transportation StandardSpecifications.11.All storm sewers discharging into wetlands or water bodies shall outlet at or below the normal water level of the respective wetland or water body at anelevation where the downstream slope is 1 percent or flatter. The normal water level shall be the invert elevation of the outlet of the wetland or waterbody.12.All storm sewer catch basins not needed for site drainage during construction shall be covered to prevent runoff from entering the storm sewer system.Catch basins necessary for site drainage during construction shall be provided with inlet protection.13.In areas where concentrated flows occur (such as swales and areas in front of storm catch basins and intakes) the erosion control facilities shall bebacked by stabilization structure to protect those facilities from the concentrated flows.14.Inspect the construction site once every seven days during active construction and within 24 hours after a rainfall event greater than 0.5 inches in 24hours. All inspections shall be recorded in the SWPPP.15.All silt fences must be repaired, replaced, or supplemented when they become nonfunctional or the sediment reaches 1/3 of the height of the fence.These repairs must be made within 24 hours of discovery, or as soon as field conditions allow access. All repairs shall be recorded in the SWPPP.16.If sediment escapes the construction site, off-site accumulations of sediment must be removed in a manner and at a frequency sufficient to minimizeoff-site impacts.17.All soils tracked onto pavement shall be removed daily.18.All infiltration areas must be inspected to ensure that no sediment from ongoing construction activity is reaching the infiltration area and these areasare protected from compaction due to construction equipment driving across the infiltration area.19.Temporary soil stockpiles must have silt fence or other effective sediment controls, and cannot be placed in surface waters, including stormwaterconveyances such as curb and gutter systems, or conduits and ditches unless there is a bypass in place for the stormwater.20.Collected sediment, asphalt and concrete millings, floating debris, paper, plastic, fabric, construction and demolition debris and other wastes must bedisposed of properly and must comply with MPCA disposal requirements.21.Oil, gasoline, paint and any hazardous substances must be properly stored, including secondary containment, to prevent spills, leaks or otherdischarge. Restricted access to storage areas must be provided to prevent vandalism. Storage and disposal of hazardous waste must be incompliance with MPCA regulations.22.External washing of trucks and other construction vehicles must be limited to a defined area of the site. Runoff must be contained and waste properlydisposed of. No engine degreasing is allowed onsite.23.All liquid and solid wastes generated by concrete washout operations must be contained in a leak-proof containment facility or impermeable liner. Acompacted clay liner that does not allow washout liquids to enter ground water is considered an impermeable liner. The liquid and solid wastes mustnot contact the ground, and there must not be runoff from the concrete washout operations or areas. Liquid and solid wastes must be disposed ofproperly and in compliance with MPCA regulations. A sign must be installed adjacent to each washout facility to inform concrete equipment operatorsto utilize the proper facilities.24.Upon completion of the project and stabilization of all graded areas, all temporary erosion control facilities (silt fences, hay bales, etc.) shall beremoved from the site.25.All permanent sedimentation basins must be restored to their design condition immediately following stabilization of the site.26.Contractor shall submit Notice of Termination for MPCA-NPDES permit within 30 days after Final Stabilization.EROSION CONTROL NOTESPROPOSED CONTOURS - MAJOR INTERVALGRADE BREAK LINEPROPOSED CONTOURS - MINOR INTERVAL949950950EXISTING CONTOURS2.0%950.00 TC949.50 GLGRADE SLOPESPOT ABBREVIATIONS:TC - TOP OF CURBGL - GUTTER LINEGO - GUTTER OUTB - BITUMINOUSC - CONCRETEEO - EMERGENCY OVERFLOWTW - TOP OF WALLBW - BOTTOM OF WALL (F/G)(*) - EXISTING TO BE VERIFIEDSILT FENCERIP-RAP / ROCK CONST. ENTRANCEINLET PROTECTIONSYMBOL LEGEND PROPOSED BUILDINGFFE = 1014.005TH STREET NORTHAPPROX. LOC.BENCH MARKTop Nut Hyd. Elev.=1016.2TOP NUT HYD= 1016.415" STUBINV: 1005.00 (PER PLAN)CB 102RE=1008.92IE=1003.62 24" EIE=1003.95 18" WIE=1004.42 N 15"CB 103RE=1009.34IE=1004.54 18" EIE=1004.71 15" NIE=1004.17 12" WCB 101RE=1009.65IE=994.80 24" SWIE=1003.13 24" WIE=990.60 SUMPSTMHRE=1012.3IE=1004.5 21" WE=996.6 48"" SIE=997.9 33" SESMHRE=1012.2IE=1000.7 8" WIE=1000.6 8" SERD=1010.3INV=1005.1RE=1010.3IE=1004.5RE=1010.3IE=1004.5SMHRE=1011.4IE=1001.8IE=1001.7 E18" RCP (PER PLAN)CB 105RE=1011.75IE=1006.6 15" SIE=1006.77 12" NWCB 104RE=1011.69IE=1006.09 15" N&Sunderground fuelSTMHRE=1006.1IE=994.7FLARED ENDINV=994.5FLARED ENDINV=994.4515" PE (PER PLAN)24" PE (PER PLAN)18" PE (PER PLAN)15" PE (PER PLAN)15" PE (PER PLAN)12" PVC (PER PLAN)24" RCP (PER PLAN)12" PE (PER PLAN)48" RCP (PER PLAN)48" RCP(PER PLAN)21" RCP (PER PLAN)15" RCP (PER PLAN)15" RCP (PER PLAN)8" PVC PLUGINV: 1003.03*(PER PLAN)SMHRE=1012.86IE=1001.28 8" NIE=1001.38 8" WIE=1002.43 8" SE8" PVC(PER PLAN)8" PVC(PER PLAN)8" PVC (PER PLAN)8" DIP(PER PLAN)33" RCP (PER PLAN)8" PVC (PER PLAN)8" DIP (PER PLAN)8" DIP CL. 52 - PLUG (PER PLAN)8" DIP CL. 52 -PLUG (PER PLAN)8"GVEXISTING PONDWATER SURFACE ELEVATION = 994.4 / 8-03-22100 YR HWL = 1001.3NWL = 994.58" PVC PLUGINV: 1002.05*(PER PLAN)8" DIP(PER PLAN)6" PVC (PER PLAN)CB-1RIM: 1011.58INV: 1008.08CB-2RIM: 1011.58INV: 1006.43CB-4RIM: 1011.10INV: 1005.33CONNECT TOEXISTING 15" STUB.CONTRACTOR TO VERIFYSIZE, LOCATION, AND INVERTPRIOR TO CONSTRUCTION.INV: 1005.00*129 LF 15" HDPE @ 1.3% 50 LF 15" HDPE @ 1.3%26 LF 15" HDPE @ 1.3%COORD. W/ MECH.COORD. W/ MECH.13 LF 8" DIP13 LF 8" PVC @ 2.0% MINCONNECT TO EXISTINGWATER SERVICE WITH 8" GV.VERIFY SIZE AND LOCATIONPRIOR TO CONSTRUCTION.CONNECT TO EXISTINGSEWER SERVICE.INV: 1002.05*VERIFY SIZE AND LOCATIONPRIOR TO CONSTRUCTION.36 LF 15" HDPE @ 1.3%CB-3RIM: 1011.88INV: 1005.79DescriptionRev.DateINWOOD NAIL SALON8607 5TH STREET NORTHLAKE ELMO, MN 55082111.18.22City CommentsSheet Title:Project #:Drawn By:Checked By:Issue Date:12226116KBKMJW09.23.223524 Labore RoadWhite Bear Lake, MN 55110651.481.9120 (f) 651.481.9201www.larsonengr.comC 2022 Larson Engineering, Inc. All rights reserved.P:\Projects\Projects - 2022\12226116 - Inwood Nail Salon\C. Design\Drawing Files\12226116 C400 - Utility.dwgLarsonEngineering, Inc.Project Title:HEARTH DEVELOPMENT3300 RICE STREET, SUITE 100ST. PAUL, MN 55126Client:Matt Woodruff, P.E.Date: Lic. No.:I hereby certify that this plan,specifications or report was preparedby me or under my direct supervisionand that I am a duly licensedProfessional Engineer under the lawsof the state of Minnesota.PRELIMINARY NOT FOR CONSTRUCTION0NORTH153060Sheet:09.23.2241885UTILITY PLANC400CABLE UNDERGROUND LINEFIBER OPTIC UNDERGROUND LINEELECTRIC UNDERGROUND LINEELECTRIC OVERHEAD LINETELEPHONE UNDERGROUND LINESTORM SEWER PIPESANITARY SEWER PIPENATURAL GAS UNDERGROUND LINEWATERMAIN PIPELIGHT POLESTORM MANHOLEFLARED ENDCURB INLETCATCH BASINWATER SHUTOFFGATE VALVE & BOXHYDRANTSANITARY MANHOLEDRAINTILE PIPELEGENDUTILITY NOTES1.It is the responsibility of the contractor to perform or coordinate all necessary utility connections andrelocations from existing utility locations to the proposed building, as well as to all onsite amenities.These connections include but are not limited to water, sanitary sewer, cable TV, telephone, gas,electric, site lighting, etc.2.All service connections shall be performed in accordance with state and local standardspecifications for construction. Utility connections (sanitary sewer, watermain, and storm sewer)may require a permit from the City.3.The contractor shall verify the elevations at proposed connections to existing utilities prior to anydemolition or excavation.4.The contractor shall notify all appropriate engineering departments and utility companies 72 hoursprior to construction. All necessary precautions shall be made to avoid damage to existing utilities.5.Storm sewer requires testing in accordance with Minnesota plumbing code 4714.1109 wherelocated within 10 feet of waterlines or the building.6.HDPE storm sewer piping shall meet ASTM F2306 and fittings shall meet ASTM D3212 jointpressure test. Installation shall meet ASTM C2321.7.Maintain a minimum of 7 ½' of cover over all water lines and sanitary sewer lines. Where 7 ½' ofcover is not provided, install 2” rigid polystyrene insulation (MN/DOT 3760) with a thermalresistance of at least 5 and a compressive strength of at least 25 psi. Insulation shall be 8' wide,centered over pipe with 6” sand cushion between pipe and insulation. Where depth is less than 5',use 4” of insulation.8.Install water lines 12” above sewers. Where the sewer is less than 12" below the water line (orabove), install sewer piping of materials approved for inside building use for 10 feet on each side ofthe crossing.9.All watermain piping shall be class 52 ductile iron pipe unless noted otherwise.10.See Project Specifications for bedding requirements.11.Pressure test and disinfect all new watermains in accordance with state and local requirements.12.Sanitary sewer piping shall be PVC Sch 40. DescriptionRev.DateINWOOD NAIL SALON8607 5TH STREET NORTHLAKE ELMO, MN 55082111.18.22City CommentsSheet Title:Project #:Drawn By:Checked By:Issue Date:12226116KBKMJW09.23.223524 Labore RoadWhite Bear Lake, MN 55110651.481.9120 (f) 651.481.9201www.larsonengr.comC 2022 Larson Engineering, Inc. All rights reserved.P:\Projects\Projects - 2022\12226116 - Inwood Nail Salon\C. Design\Drawing Files\12226116 C500 - Details.dwgLarsonEngineering, Inc.Project Title:HEARTH DEVELOPMENT3300 RICE STREET, SUITE 100ST. PAUL, MN 55126Client:Matt Woodruff, P.E.Date: Lic. No.:I hereby certify that this plan,specifications or report was preparedby me or under my direct supervisionand that I am a duly licensedProfessional Engineer under the lawsof the state of Minnesota.PRELIMINARY NOT FOR CONSTRUCTIONSheet:09.23.2241885DETAILSC500NOT TO SCALEPAVEMENT SECTIONLIGHT-DUTY BITUMINOUS1C500EXISTING SUBGRADE SOILNEW 8" BASEAGGREGATENEW 3" BITUMINOUS PAVEMENTPLACED IN 2 LIFTSNOT TO SCALECONSTRUCTION DETAILCONCRETE2C500EXISTING SUBGRADE SOILNEW 6" BASEAGGREGATENEW 4" PORTLAND CEMENT CONCRETENOT TO SCALECURB & GUTTER DETAILB612 CONCRETE3C500EXISTING SUBGRADE SOIL6"12"13.5"6"7"6"BACKFILL WITH NEWGOOD QUALITYTOPSOIL AND SODNEW BITUMINOUSPAVEMENTNEW BASEAGGREGATESLOPE34" PER FT.8"R3"R3"6"NOT TO SCALEACCESSIBLE CURB RAMP DETAIL4C500PER PLAN'PER PLANPER PLAN2% MAXPERPLANPER PLAN(7' MAX)PER PLAN(7' MAX)2% MAX1:12 MAX1:12 MAXRAMP LANDING2% MAX SLOPEANY DIRECTIONNEW CURBTAPER TO FLUSHNEW CURBTAPER TO FLUSHR7-8a ACCESSIBILITY SIGN2.5 LB./FT. FLANGEDCHANNEL SIGN POST(MNDOT 3401)12"18"5'UP TO $200 FINEVEHICLE IDREQUIREDFOR VIOLATIONPARKINGNO PARKINGACCESSAISLENOT TO SCALESIGN DETAILACCESSIBLE PARKING5C5003' 6"NOT TO SCALECATCH BASIN DETAIL6C500 DescriptionRev.DateINWOOD NAIL SALON8607 5TH STREET NORTHLAKE ELMO, MN 55082111.18.22City CommentsSheet Title:Project #:Drawn By:Checked By:Issue Date:12226116KBKMJW09.23.223524 Labore RoadWhite Bear Lake, MN 55110651.481.9120 (f) 651.481.9201www.larsonengr.comC 2022 Larson Engineering, Inc. All rights reserved.P:\Projects\Projects - 2022\12226116 - Inwood Nail Salon\C. Design\Drawing Files\12226116 C500 - Details.dwgLarsonEngineering, Inc.Project Title:HEARTH DEVELOPMENT3300 RICE STREET, SUITE 100ST. PAUL, MN 55126Client:Matt Woodruff, P.E.Date: Lic. No.:I hereby certify that this plan,specifications or report was preparedby me or under my direct supervisionand that I am a duly licensedProfessional Engineer under the lawsof the state of Minnesota.PRELIMINARY NOT FOR CONSTRUCTIONSheet:09.23.2241885C501DETAILSNOT TO SCALEMANHOLE DETAILCATCH BASIN1C501NOT TO SCALESILT FENCE DETAIL2C501NOT TO SCALEINLET PROTECTION DETAIL3C501NOT TO SCALEENTRANCE DETAILROCK CONSTRUCTION4C501 DescriptionRev.DateINWOOD NAIL SALON8607 5TH STREET NORTHLAKE ELMO, MN 55082111.18.22City CommentsSheet Title:Project #:Drawn By:Checked By:Issue Date:12226116KBKMJW09.23.223524 Labore RoadWhite Bear Lake, MN 55110651.481.9120 (f) 651.481.9201www.larsonengr.comC 2022 Larson Engineering, Inc. All rights reserved.P:\Projects\Projects - 2022\12226116 - Inwood Nail Salon\C. Design\Drawing Files\12226116 C500 - Details.dwgLarsonEngineering, Inc.Project Title:HEARTH DEVELOPMENT3300 RICE STREET, SUITE 100ST. PAUL, MN 55126Client:Matt Woodruff, P.E.Date: Lic. No.:I hereby certify that this plan,specifications or report was preparedby me or under my direct supervisionand that I am a duly licensedProfessional Engineer under the lawsof the state of Minnesota.PRELIMINARY NOT FOR CONSTRUCTIONSheet:09.23.2241885C502DETAILSNOT TO SCALETHRUST BLOCKING DETAIL1C502NOT TO SCALEGATE VALVE DETAIL2C502 PLANSECTIONFLAGSTONEPAVEMENTPLANTING BEDOR LAWNFLAGSTONESAND SETTING BED; 1" DEPTHAGGREGATE BASE; 4" DEPTHInwood Nail SalonPROJECT NAME:8607 5th StreetNorthPROJECT LOCATION:DRAWING TITLE:Planting DetailsLake Elmo, Minnesota55402SCALE:DRAWN BY:CHECKED BY:SPMSPML1.1REVISION HISTORY:1" = 20' (22x34)Lake Elmo, MN 55042landarcinc.com651.646.10203511 Lake Elmo Ave. NLANDSCAPE ARCHITECTURE, INC.stephen@landarcinc.com4FLAGSTONE EDGING: PLAN AND SECTION1/8"=1'-0"I hereby certify that this plan, specification, or report was prepared by me orunder my direct supervision and that I am a duly Licensed Landscape Architectunder the laws of the state of Minnesota.Signature:Typed or Printed Name: STEPHEN MASTEYDate: 09-22-2022 Reg. No.40629Copyright 2022, Landscape Architecture, Inc.All Rights Reserved under Law. Inwood Nail SalonPROJECT NAME:8607 5th StreetNorthPROJECT LOCATION:DRAWING TITLE:Irrigation DetailsLake Elmo, Minnesota55402SCALE:DRAWN BY:CHECKED BY:SPMSPML3.1REVISION HISTORY:1" = 20' (22x34)Lake Elmo, MN 55042landarcinc.com651.646.10203511 Lake Elmo Ave. NLANDSCAPE ARCHITECTURE, INC.stephen@landarcinc.comI hereby certify that this plan, specification, or report was prepared by me orunder my direct supervision and that I am a duly Licensed Landscape Architectunder the laws of the state of Minnesota.Signature:Typed or Printed Name: STEPHEN MASTEYDate: 09-22-2022 Reg. No.40629Copyright 2022, Landscape Architecture, Inc.All Rights Reserved under Law. Inwood Nail SalonPROJECT NAME:8607 5th StreetNorthPROJECT LOCATION:DRAWING TITLE:Irrigation DetailsLake Elmo, Minnesota55402SCALE:DRAWN BY:CHECKED BY:SPMSPML3.2REVISION HISTORY:1" = 20' (22x34)Lake Elmo, MN 55042landarcinc.com651.646.10203511 Lake Elmo Ave. NLANDSCAPE ARCHITECTURE, INC.stephen@landarcinc.comI hereby certify that this plan, specification, or report was prepared by me orunder my direct supervision and that I am a duly Licensed Landscape Architectunder the laws of the state of Minnesota.Signature:Typed or Printed Name: STEPHEN MASTEYDate: 09-22-2022 Reg. No.40629Copyright 2022, Landscape Architecture, Inc.All Rights Reserved under Law.     PAGE 1 of 3  MEMORANDUM         Date:  October 14, 2022      To:  Molly Just, Planning Director   Re:  Inwood Salon and Restaurant    Ben Hetzel, City Planner    Final Plat Review  Cc:  Chad Isakson, P.E., Assistant City Engineer      From:  Jack Griffin, P.E., City Engineer          An engineering review has been completed for the Inwood Salon and Restaurant. A Final Plan submittal was  received on September 30, 2022. The submittal consisted of the following documentation:   Project Narrative dated September 20, 2022.   Inwood 7th Addition Preliminary Plat dated September 12, 2022   Civil Site Plans dated September 23, 2022.   Storm Water Management Plan dated September 23, 2002.      STATUS/FINDINGS: Engineering has prepared the following review comments for the Final Plat/Civil Site Plans.  Final  Plat/Plan  approval  should  be  contingent  upon  the  applicant addressing all review comments to the  satisfaction of City staff.      FINAL PLAT/EASEMENTS/SITE PLANS  1. No Final Plat document was provided as part of the application.  Approval  of  the  Final  Plat  must  be  conditioned on the submittal of a Final Plat consistent with all city requirements and approved by the city.  2. The Project proposes to Plat Outlot A in the Inwood 6th Addition as Lot 1, Block 1. There are no Outlots  being created by this Plat.  3. Outlot A includes existing drainage and utility easements along the north (10‐ft), south (30‐ft), west (30‐ft)  and easterly (30‐37 ft) property lines. All existing easements must be preserved with no easement being  vacated. The north property line 10‐foot drainage and utility easement must be reserved for the purpose  of small/dry utilities along 5th Street North with no encroachments. The side and rear property line  easements must be reserved for the intended utility purpose with no structure or tree encroachments.   4. Access to the site is proposed though a shared private commercial driveway with the Kwik Trip Store, that  provides right‐in only access from 5th Street North to the west side of the development, and provides a  full access to/from 5th Street North on the east side of the development.  The  private  commercial  driveway has been constructed with previous developments including the required turn lanes along 5th  Street North.   Final Plat/Plan approval must be contingent upon the Inwood Salon and Restaurant development  (proposed Lo1, Block 1 Inwood 7 Addition) being granted full access rights to the existing private  commercial driveway.    Final Plat/Plan approval must also be contingent upon Inwood 6th Addition Oullot B being granted full  access rights to the existing private commercial driveway, such that Outlot B may have primary and  secondary access locations; one to 5th Street North at the existing full access intersection, and one at  Island Trail North.  FOCUS ENGINEERING, inc.  Cara Geheren, P.E.   651.300.4261  Jack Griffin, P.E.                651.300.4264  Ryan Stempski, P.E.  651.300.4267  Chad Isakson, P.E.  651.300.4285      PAGE 2 of 3  5. Final Construction Plans and Specifications must be prepared in accordance with the latest version of the  City  Engineering  Design  Standards  Manual  (dated  January  2022), using  City  details,  plan  notes  and  specifications and meeting City Engineering Design Guidelines. The Civil Site Plans must be approved by  the City Engineer prior to recording of the Final Plat and prior to the start of any construction.  6. The Final Construction Plans must include detailed existing condition information surrounding the plat  boundaries to demonstrate that the proposed improvements match at the construction limits. Additional  existing condition information is required along 5th Street North including existing small utilities, lane  widths, turn lane widths, shoulder widths, pavement markings, existing street signs, and other features  that may be impacted by the improvements. Existing condition information is required for a minimum  distance of 150 feet from the parcel boundaries and project construction limits.   7. Drainage and utility easements must be provided as required by the City Engineer and Public Works  Director, as identified during detailed construction plan reviews.  8. The Site Plans show sidewalk and outdoor patio/plaza encroachments up to the back of curb of the  private drive. The Site Plans must be revised to provide greater patio/sidewalk separation from the full  access private commercial driveway.    9. Written landowner permission must be submitted as part of the final plat applications for any off‐site  grading/construction for the proposed Project. The proposed off‐site easements must be shown on the  site plans, grading plans, and utility plans.    MUNICIPAL WATER SUPPLY  1. Connection to the city water is readily available to serve this property. The applicant will be required to  connect, at its sole cost, to the existing 8‐inch DIP stub that was installed to serve this property.   2. Water availability charges and connection charges will apply to the service connections. A Met Council SAC  determination will be required to determine the WAC/Connection charges for each building.  3. The  water  services  interior  to  the  site  will  be  private  services  and  must  meet  state  plumbing  code  requirements. Separate water service pipes may be required for each proposed building.  4. The civil site plans must be revised to accurately reflect the existing site and service stub conditions and to  further detail the proposed improvements. The plans must fully label all existing and proposed pipe sizes,  pipe materials, pipe/structure inverts, and connection details. The plans must also clearly label public  watermain vs. private service pipe.   5. Fire Hydrant locations. No new fire hydrants have been proposed. There are three existing fire hydrants  located along 5th Street North and toward to the south side of the Kwik Trip Store, all approximately 175  to 265 feet from the proposed buildings. Only two of the hydrants have been shown on the existing  conditions and site plans. The applicant will be responsible to place hydrants throughout the property at  the direction of the Fire Department.  All fire hydrants and connecting watermains shall be owned and  maintained by the City.  6. If fire hydrants are required to be placed interior to the site, or closer to the proposed buildings, the  hydrants and connecting watermain will be city owned and maintained. If required, the site and utility  plans, and project specifications must be revised and resubmitted for city review, showing the proposed  hydrants  and  connecting  watermain  using  city  design  standards, details  and  specifications.  Utility  easements must be dedicated to the city on the final plat, minimum width of 30‐feet centered over the  pipe and hydrants, and all easements must be shown on the Site Plan, Utility Plan and Grading Plan.    MUNICIPAL SANITARY SEWER  1. Connection to the municipal sanitary sewer system is readily available to serve this property. The applicant  will be required to connect, at its sole cost, to the existing 8‐inch PVC stub that was installed to serve this  property.   2. Sewer availability charges and connection charges will apply to the service connections. A Met Council SAC  determination will be required to determine the SAC/Connection charges for each building.  3. The sanitary sewer services interior to the site will be private services and must meet state plumbing code  requirements. Separate sewer service pipes may be required for each proposed building.      PAGE 3 of 3  4. The civil site plans must be revised to accurately reflect the existing site and service connection conditions  and to further detail the proposed improvements. The plans must fully label all existing and proposed pipe  sizes, pipe materials and pipe/structure inverts. The plans must also clearly label public sanitary sewer vs.  private service pipe.     STORMWATER MANAGEMENT  1. The site plan is subject to a storm water management plan meeting State, South Washington Watershed  District (SWWD) and City rules. Permits will be required from the MPCA and SWWD.   2. The site is located within and is part of the Inwood Development, which included the construction of a  regional stormwater pond and regional infiltration basin to provide rate control, water quality treatment,  and  volume  reduction  for  the  proposed  site.  The  regional  stormwater  management  facilities  were  designed  to  accommodate  a  maximum  impervious  surface  area  of  75%  for  each  commercial  lot.  The  applicant  has  indicated  that  the  proposed  site  design  shows  a  maximum  impervious  surface  of  73%.  Therefore, no additional storm water BMPs are proposed. Final Plat/Plan approval should be contingent  upon verification of these assumptions by the SWWD and City.  3. The applicant is proposing a private storm sewer system internal to the commercial site to collect and  convey storm water runoff. The private storm sewer system will connect to a city storm sewer collection  system and discharge to the city owned storm water pond and infiltration basin located to the south of the  proposed site. The storm sewer system constructed for this development should remain privately owned  and maintained. The applicant will be required to execute and record a Stormwater Maintenance and  Easement Agreement in the City’s standard form of agreement. The  storm  sewer  minimum  pipe  size  should be 15‐inch diameter pipe.  4. The storm water management report is incomplete and must be revised and resubmitted for further city  review and approval. The report must be certified by a registered professional engineer.   Revise SWMP to provide written description of the existing site and drainage conditions, including an  Existing Conditions Drainage Map.   Revise SWMP to provide written description of the proposed site and drainage conditions, including a  Proposed Conditions Drainage Map.   Provide a summary table with Peak 100‐year flood elevations for all adjacent storm water basins.  Demonstrate proposed low floor building elevations comply with city requirements.   Provide  a  summary  description  of the  proposed  storm  sewer  design  together  with  storm  sewer  calculation chart, including all pipe and discharge velocities.                   “Proudly Serving Neighbors & Friends” Lake Elmo Fire Department Memorandum To: Ben Hetzel, City Planner From: Dustin Kalis, Fire Chief Date: 10/7/22 Re: INWOOD NAILS AND RESTAURANT FINAL PLAT _______________________________________________________________________________________ The Lake Elmo Fire Department has completed a final plat review of Inwood Nails and Restaurant based on submittals dated 9/20/22 with the following comments: 1) All roads and drive lanes shall meet the Lake Elmo Fire Department requirements for widths and turning radiuses. 2) An approved signage and marking plan shall be determined for all No Parking and Fire Lane access roads. 3) Fire hydrants shall be provided in approved locations following review by Engineering and Public Works. 4) Building address numbers shall be plainly visible from the street fronting the property and shall contrasting color from the background. Size and placement of address numbers shall be approved by the fire and planning departments. 5) A Fire Department lock box is required for emergency access to building at an approved location. Provide keys for emergency access into and throughout the occupancy as required. 6) The fire sprinkler system shall be installed compliant with provisions of 2016 NFPA Standard 13, Installation of Sprinkler Systems. City permit required prior to initiation of work. 7) Fire Department sprinkler connection locations to be approved prior to installation. 8) Commercial kitchens will require a review of fire suppression, ventilation and fuel source systems. Type I hood and duct systems shall be in compliance with code. 9) The hood and duct wet chemical extinguishing system(s) shall be installed compliant with provisions of 2016 NFPA Standard 17A, Installation of Standard for Wet Chemical Extinguishing Systems. City permit required prior to initiation of work. 10) The fire alarm system shall be installed compliant with provisions of 2016 NFPA Standard 72, National Fire Alarm Code. City permit required prior to initiation of work. 11) The sprinkler system shall be properly monitored by a qualified monitoring company. 12) Install emergency egress illumination in the means of egress including exit discharge compliant with 2020 MSFC. “Proudly Serving Neighbors & Friends” 13) Install compliant exit signage as required by the 2020 MSFC. 14) Provide and install dry chemical fire extinguishers certified for service and tagged as required. Service classification rating shall be a minimum 2A classification rating and maximum travel distance of 75 feet to extinguishers. A minimum of one Class K extinguisher shall be installed in the commercial kitchen at an approved location. The minimum classification rating may be upgraded for special or extra hazard areas within the occupancy. 15) Rooms containing controls for air-conditioning systems, roof access, elevator equipment, sprinkler risers and valves, or other fire detection, suppression or control elements shall be identified for the use of the fire department. Approved signs required to identify fire protection equipment and equipment location, shall be constructed of durable materials, permanently installed and readily visible. Codes and Standards Used for this Review This review is based on the following codes and standards as adopted and in effect in the State of Minnesota at the time of plan submittal.  2020 Minnesota State Fire Code  Lake Elmo Fire Department Fire Code Policy  NFPA 72, 2016 edition  NFPA 13, 2016 edition  NFPA 17A, 2016 edition Memo File: 227705467 To: Molly Just, City of Lake Elmo Planning Director From: Sarah Harding, Landscape Architect Mark Flicker, Landscape Architect Subject: City of Lake Elmo Landscape Plan Review 8607 5th St. N. Inwood Nail Salon Initial Landscape Review Date: October 14, 2022 Submittals • Application Submission Packet, dated September 22, 2022, received on September 30, 2022. Review History • Initial landscape review on October 14, 2022. Location: South of 5th St. N and east of Inwood Ave N. Current Land Use Category: Business Park (BP) Adjacent and Surrounding Land Use: Business Park PUD (BP) to the north, south, east, and west of site. Special landscape provisions in addition to the zoning code: None. Tree Preservation: 105.12.470 • A tree preservation plan is not required as the applicant has demonstrated that the proposed development includes no impact to significant trees on-site. Landscape Requirements: 105.12.480 • A landscape plan has been submitted but does not meet all requirements. − Requirements of 105.12.480 (b), tree diversity shall consist of a minimum 25 percent deciduous shade trees, and a minimum 25 percent coniferous trees of the overall required number of trees. The submitted landscape plan consists of 100 percent deciduous shade trees. − Requirements of 105.12.480 (b), Table 6-1: Minimum Size Standards for Landscape Materials. Deciduous ornamental trees shall be a minimum of 2 inches caliper to qualify for landscape required trees. Shrubs shall be a minimum size of a number five container; current plans show shrubs as #2 and #3 Containers. − Trees shall be planted ten feet away from all utilities including water and sewer stubs. One ornamental tree on northeast corner of parking lot is within ten feet of existing gas line. • Perimeter Parking Lot Landscaping: − Requirements of 105.12.480 (e), the perimeter of parking areas shall be screened from public streets and sidewalks. The north side of the parking lot facing 5th St. N. does not meet this section’s requirements. Screening shall consist of either a masonry wall, fence, berm, or hedge or combination that forms a screen a minimum of 3-1/2 and a maximum of 4-feet in height, and not less than 50 percent opaque on a year-round basis. − Within the frontage strip, trees shall be planted at a minimum of one deciduous tree per 50 linear feet. October 14, 2022 Molly Just, Planning Director City of Lake Elmo Page 2 of 2 • The landscape plan does not meet the minimum required number of trees. Code Required Proposed Trees Existing Trees Street frontage 263 Lineal Feet /50 Feet = Required Frontage Trees 5 6 Trees Development or Disturbed Area 1.9 Acres *5 = Required Development Trees 10 9 Trees Interior Parking Lot Spaces 91 Spaces /10 = Required Parking Lot Trees 10 4 Trees Perimeter Parking Lot Frontage Length 72 Lineal Feet /50 = Required Frontage Strip Trees 1* 0 Trees Required Mitigation Trees 0 Required Number of Trees 25 13 6 Total Trees Provided 19 *perimeter parking lot trees are included in total required number of trees • The current landscape plan does not meet the tree species composition requirements: Qty % Composition Deciduous Shade Trees 13 100% >25% required Coniferous Trees 0 0% >25% required Ornamental Trees 0 0% <15% required Tree Count 13 • Due to the hostile environment and existing soil conditions in which the hydrangeas and dune grass plants will be located, there are concerns with the longevity and survivability of these plants. Recommendation: • It is recommended that the landscape plans be resubmitted with the required inclusions and modifications mentioned above. Stantec Consulting Services Inc. Sarah Harding, PLA (MN) City of Lake Elmo Municipal Landscape Architect P: (952) 334-4838 E: sarah.harding@stantec.com Offices in Minneapolis Saint Paul St. Cloud 150 South Fifth Street Suite 700 Minneapolis, MN 55402 (612) 337-9300 telephone (612) 337-9310 fax www.kennedy-graven.com Affirmative Action, Equal Opportunity Employer LA515-113-836256.v2 Kennedy SARAH J. SONSALLA Attorney at Law Direct Dial (612) 337-9284 Email: ssonsalla@kennedy-graven.com November 9, 2022 VIA E-MAIL ONLY Mr. Ben Hetzel, City Planner City of Lake Elmo 3880 Laverne Avenue North Lake Elmo, MN 55042 RE: Plat Opinion for INWOOD SEVENTH ADDITION Dear Ben: At your request, I have reviewed the title commitment issued by Land Title, Inc., as agent for First American Title Insurance Company, with an effective date of October 11, 2022 (the “Title Commitment”). I have also reviewed a plat prepared by P J Land Surveying, LLC, which is titled INWOOD SEVENTH ADDITION (the “Plat”). The Title Commitment purports to cover the following legal description: Parcel 1: Outlot A, Inwood Sixth Addition, Washington County, Minnesota. Parcel 2: Appurtenant easement as contained in Reciprocal Cross Access Easement Agreement dated January 21, 2020, filed January 30, 2020 as Document Number 4228900. Abstract Property (the “Property”). Based on my review of the Title Commitment and the Plat, I have the following comments relative to the proposed Plat: 1. Plat execution. The Plat must be signed by: Mr. Ben Hetzel November 9, 2022 Page 2 LA515-113-836256.v2 a. The fee owner, RPSLegacyDesoto, LLC, a Minnesota limited liability company. The Plat is set up for signature by Hearth Development, LLC. If the property is to be conveyed from RPSLegacyDesoto, LLC, to Hearth Development, LLC, prior to the recording of the Plat, I require review of the conveying documents. The Plat must be executed with all the formalities of a deed of title. I require a certificate of good standing from the Minnesota Secretary of State and evidence that the fee owner of the Property is authorized to convey the easements dedicated on the Plat and that the persons signing are authorized to execute the Plat on the fee owner’s behalf. I require review of these instruments. b. The Title Commitment indicates that there is no mortgage on the Property but that it is intended that there be a mortgage on the Property. If the Property is to be encumbered by a mortgage prior to the recording of the Plat, either a consent to plat must be executed by the mortgagee or the mortgagee must sign the Plat. I require review of any consents to plat. 2. Plat Corrections: a. The notification of interest should be revised from “KNOW ALL BY THESE PRESENTS:” to “KNOW ALL PERSONS BY THESE PRESENTS:”. I require review of this revision. b. The name of the fee owner should be revised from “Hearth Developmnt, LLC, a Minnesota Limited Liability Company” to “Hearth Development, LLC, a Minnesota limited liability company” if the Property is to be conveyed from RPSLegacyDesoto, LLC, to Hearth Development, LLC, prior to the Plat being recorded. I require review of these revisions. c. The notification of interest should be revised from “owner and proprietor of the following” to “owner of the following”. I require review of this revision. d. The notification of interest should be revised from “and does hereby donate to the public for the public use forever the public way and also dedicate the easements as shown on this plat for drainage and utility purposes only” to “and does hereby dedicate to the public for public use the drainage and utility easements as created by this plat.”. I require review of these revisions. e. The fee owner’s acknowledgment section should be revised from “Hearth Development, LLC has caused these” to “Hearth Development, LLC, a Minnesota limited liability company, has caused”. I require review of this revision. Mr. Ben Hetzel November 9, 2022 Page 3 LA515-113-836256.v2 f. The fee owner’s acknowledgement block should be revised from “___________Chief Manager” to “_______________, Chief Manager”. I require review of this revision. g. The fee owner’s acknowledgment block must be revised from “This instrument was acknowledge before me” to “The foregoing instrument was acknowledged before me”. I require review of this revision. h. The fee owner’s acknowledgment block should be revised from “Chief Manager, of Hearth Development, LLC, a limited liability company, on behalf of the company..” to “Chief Manager of Hearth Development, LLC, a Minnesota limited liability company.”. I require review of this revision. i. The notarization blocks should be revised throughout the Plat from “Notary Public, ________ County, My Commission Expires ________, 20___.” to “Notary Public __________ County, Minnesota My Commission expires ___________________” . I require review of this revision. j. The surveyor certificate should be revised throughout from “Paul A Johnson” to “Paul A. Johnson”. I require review of this revision. k. The surveyor certificate should be revised from “that I have surveyed and platted or directly supervised the survey and platting of the property described on this plat as INWOOD SEVENTH ADDITION” to “that this plat was prepared by me or under my direct supervision;”. I require review of this revision. l. The surveyor certificate should be revised from “that i am a duly Licensed Land Surveyor in the State of Minnesota:” to “that I am a duly Licensed Land Surveyor in the State of Minnesota;”. I require review of these revisions. m. The surveyor certificate should be revised from “that all monuments depicted on the plat have been or will be correctly set within one year as indicated on the plat;” to “that all monuments depicted on this plat have been, or will be correctly set within one year;”. I require review of these revisions. n. The surveyor certificate should be revised from “wet lands as defined in MS Section 505.01, Subd. 3 existing as of the date of this certification are shown on this plat; and that all public ways are shown and labbeled on the plat.” to “wet lands, as defined in Minnesota Statutes, Section 505.01, Subd. 3, as of the date of this certificate are shown and labeled on this plat; and all public ways are shown and labeled on this plat.” I require review of these revisions. Mr. Ben Hetzel November 9, 2022 Page 4 LA515-113-836256.v2 o. The surveyor acknowledgment should be revised from “This instruent was acknowledged” to “This instrument was acknowledged”. I require review of this revision. p. A date section and signature block should be inserted into the surveyor certificate, as follows: Dated this ________ day of ____________, 20__. __________________________________ Paul A. Johnson, Licensed Land Surveyor Minnesota License No. ______________ I require review of these revisions. q. The surveyor acknowledgment should be revised to remove “Licensed Land Surveyor” following “Paul A. Johnson”. I require review of this revision. r. The City Council certification should be revised from “approved by the City Council of the City of Lake Elmo” to “approved by the City Council of Lake Elmo”. I require review of this revision. s. The City Council certification should be revised from “with all requirement as set fourth in Minnesota Statutes Section 505.03” to “with all requirements as set forth in Minnesota Statutes, Section 505.03”. I require review of this revision. t. The City Council signature line for its clerk should be revised from “Clirk” to “Clerk”. I require review of this revision. u. The County Surveyor certification should be revised from “1971 and accordance with Minnesota Statutes. Section 505,02, this plat has been reviewed and approved this _____day of ___________” to “1971, and in accordance with Minnesota Statutes, Section 505.02, Subd. 11, this plat has been reviewed and approved this _____ day of ____________, 2022.”. I require review of this revision. v. The County Surveyor certification paragraph should be revised to remove the additional space between “has” and “been” in “has been reviewed and approved” to join the sentence in one paragraph. I require review of this revision. w. The County Auditor/Treasurer certification heading should be revised from “COUNTY AUDITOR/TREASURE” to “COUNTY AUDITOR/TREASURER.” I require review of this revision. Mr. Ben Hetzel November 9, 2022 Page 5 LA515-113-836256.v2 x. The County Auditor/Treasurer certification should be revised from “Persuont to Minnesota Statues Section 505.021 Subf. 9 and Section 272.12 taxes payable in the year 2022 in the year hereinbefore have been paid and there are no delinquent taxes and transfer has been entered this _____day of ______” to “Pursuant to Minnesota Statutes, Section 505.021, Subd. 9 and Section 272.12, taxes payable in the year 20__, on real estate hereinbefore described, have been paid, and there are no delinquent taxes, and transfer has been entered this _____ day of __________”. I require review of this revision. y. The County Auditor/Treasurer signature block should be revised from “County Auditor/Treasure” to “County Auditor/Treasurer.” I require review of this revision. z. The Plat uses both “30’ Drainage and Utility Esmt” and “30 Drainage and Utility Esmt”. The Plat should be revised throughout from “30 Drainage and Utility Esmt” and “10 Drainage and Utility Easement” to “30’ Drainage and Utility Easement” and “10’ Drainage and Utility Easement”. I require review of these revisions. aa. The “Reciprocal Cross Access Easement Agreement” associated with Document No. 4228900 along the southern boundary of the Outlot appears to interfere with the text directly below it describing distance (“S 89 59 49 E”). Please revise so the text of the distance is not obscured by “Reciprocal Cross Access Easement Agreement”. I require review of this revision. bb. All instances on the Plat should be revised from “Reciprocal Cross Access Easement Agrement” to “Reciprocal Cross Access Easement Agreement”. I require review of these revisions. 3. Title Commitment Exceptions. The Plat is subject to the following exceptions: a. Drainage and utility easements as shown on the recorded plat of Inwood Sixth Addition. The easements are not depicted on the Plat. The Plat should be revised to depict the easements, and the City and the Developer should discuss if any of these easements need to be vacated.. I require review of these revisions. b. Development Contract between the City of Lake Elmo and Hans Hagen Homes, Inc., regarding conditions of plat approval, dated June 9, 2015, filed June 19, 2015, as Document Number 4030411. No further action is required. c. Petition and Waiver Agreement between the City of Lake Elmo and Inwood 10, LLC, dated April 21, 2015, filed May 20, 2015, as Document No. 4026427. The LLC agreed to waive public hearing and agreed to pay the special assessments assessed by the City for certain extensions of sanitary sewer and watermain stubs. No further action is required. Mr. Ben Hetzel November 9, 2022 Page 6 LA515-113-836256.v2 d. Reciprocal Cross Access Easement Agreement between Kwik Trip, Inc. and RPSLegacyDeSoto LLC, dated January 21, 2020, filed January 30, 2020, as Document Number 4228900. This private easement for ingress/egress is depicted on the Plat, and appears to intersect with easements dedicated to the public by the Plat. The City should review to determine if this private access easement interferes with any easements dedicated to the public by the Plat. e. Restrictions running with the land, disclosed by Deed Restriction from RPSLegacyDeSoto LLC to Kwik Trip Inc., a Wisconsin corporation, dated January 16, 2020, filed January 30, 2002, as Document No. 4228901. Outlot A of the Property, among other land, is restricted from operations associated with gas station facilities and adult entertainment. No further action is required. 4. Property taxes and assessments. All real estate taxes must be paid prior to recording. Taxes payable in 2022 are in the amount of $5,188.00 and are fully paid, according to County tax records (PID No.: 33.029.21.13.0027). Base taxes in the amount of $5,136.00 have been paid. There are no levied or pending special assessments. This letter does not purport to set forth every matter relevant to a determination of whether title to the Property is marketable, and no one should rely upon it for that purpose. The sole purpose of this letter is to identify required signatories to the Plat and related issues of interest to the City in connection with platting, as evidenced by the Title Commitment. This opinion is conditioned upon the issuance of a title policy in the amount of $100,000 in favor of the City of Lake Elmo, insuring the City’s interests as they appear on the Plat. Please contact me if you have any questions regarding this information. Thank you. Sincerely, Sarah J. Sonsalla Sarah J. Sonsalla LA515-113-836040.v3 AGREEMENT TO EXTEND PRELIMINARY PLAT STATUS This Agreement to Extend Preliminary Plat Status (this “Agreement”) is made and entered into this _____ day of ___________, 2022, by and between the City of Lake Elmo, a municipal corporation under the laws of Minnesota (the “City”) and Hearth Development, LLC, a Minnesota limited liability company (the “Developer”) and RPSLegacyDesoto, LLC, a Minnesota limited liability company (the “Owner”). RECITALS: A. The Owner is the owner of the Property legally described on the attached Exhibit A (the “Property”). B. The Property was originally part of the preliminary plat of Inwood which was approved by the City in 2014. The Property was replatted in 2020 as “Outlot A, Inwood Sixth Addition;” C. The City requires outlots to be replatted before they can be developed and built upon; D. The Property is being replatted by the Developer and the Owner as Lot 1, Block 1, Inwood 7th Addition so that it may be developed and built upon; E. The Developer and the Owner have requested that the City extend the preliminary plat status for Inwood with respect to the Property in order to allow the Property to be replatted; and F. Because the Property is being changed from an outlot to a lot and no other changes are being made, the final plat of the Property is the same as the preliminary plat and the plat of Inwood 6th Addition. Due to the conformance of the Property to the preliminary plat and the plat of Inwood 6th Addition, the City is willing to extend the preliminary plat status for Inwood with respect to the Property; and LA515-113-836040.v3 2 NOW, THEREFORE, in consideration of the above recitals, which are expressly incorporated herein, and for other good and valuable consideration, the receipt and sufficiency which is hereby acknowledged, the City and the Developer agree as follows: 1. The preliminary plat of Inwood shall remain in effect with respect to the Property. The replat of the Property shall be recorded with Washington County by the Developer or the Owner within 180 days after approval of the final plat by the City Council. Should the replat not be recorded within this timeframe, the replat and the preliminary plat of Inwood shall expire with respect to the Property. LA515-113-836040.v3 3 IN WITNESS WHEREOF, the City and the Developer have executed this Agreement to Extend Preliminary Plat Status as of the date first written above. CITY OF LAKE ELMO By:_________________________________ Charles Cadenhead, Mayor By:_________________________________ Julie Johnson, City Clerk STATE OF MINNESOTA ) ) ss. COUNTY OF WASHINGTON ) The foregoing instrument was acknowledged before me this ______ day of ___________________, 2022, by Charles Cadenhead and Julie Johnson, the Mayor and the City Clerk, respectively of the City of Lake Elmo, a Minnesota municipal corporation, on behalf of the City. __________________________________ Notary Public LA515-113-836040.v3 4 Hearth Development, LLC By:________________________________ Its: _______________________________ STATE OF _________ ) ) ss. COUNTY OF ________ ) The foregoing instrument was acknowledged before me this _____ day of _________, 2022, by ___________________, the _______________ of Hearth Development, LLC, a Minnesota limited liability company, on behalf of the company. ___________________________________ Notary Public LA515-113-836040.v3 5 RPSLegacyDesoto, LLC By:________________________________ Its: _______________________________ STATE OF _________ ) ) ss. COUNTY OF ________ ) The foregoing instrument was acknowledged before me this _____ day of _________, 2022, by ___________________, the _______________ of RPSLegacy Desoto, LLC, a Minnesota limited liability company, on behalf of the company. ___________________________________ Notary Public This document was drafted by: Kennedy & Graven, Chartered (SJS) Fifth Street Towers 150 South 5th Street, Suite 700 Minneapolis, MN 55402 (612) 337-9300 LA515-113-836040.v3 EXHIBIT 1 Legal Description of the Property Outlot A, Inwood Sixth Addition, Washington County, Minnesota. CITY OF LAKE ELMO WASHINGTON COUNTY STATE OF MINNESOTA RESOLUTION 2022-113 A RESOLUTION APPROVING THE FINAL PLAT OF INWOOD 7TH ADDITION. WHEREAS, the City of Lake Elmo is a municipal corporation organized and existing under the laws of the State of Minnesota; and WHEREAS, Hearth Development, LLC, 3300 Rice Street, Suite 100, St. Paul, MN 55126 (the "Applicant") has submitted an application to the City of Lake Elmo (the "City") for a final plat to replat the commercially zoned property known as Outlot A, Inwood 6th Addition (PID# 3302921130027) (the "Property"); and WHEREAS, The Lake Elmo Planning Department has reviewed the Minor Subdivision request for consistency with the City of Lake Elmo Zoning and Subdivision Ordinances; and WHEREAS, the City approved the Inwood Preliminary Plat on December 2, 2014; and WHEREAS, the City approved an Agreement to Extend Preliminary Plat Status on December 6, 2022. WHEREAS, the City Council reviewed the Inwood 7th Addition Final Plat at its meeting held on December 6, 2022; and NOW, THEREFORE, based on the testimony elicited and information received, the City Council makes the following findings: FINDINGS 1) That all the requirements of City Code Section 103.00.100 have been met by the applicant. 2) That the Final Plat for Inwood 7th Addition consists of replatting Outlot A of Inwood Sixth Addition to construct a multi-use commercial building. 3) That the Inwood 7th Addition Final Plat is generally consistent with the Preliminary Plat as approved by City Council of Lake Elmo on December 2, 2014. 4) That the Inwood Seventh Addition Final Plat is consistent with the intent of the Lake Elmo Comprehensive Plan. 5) That the Inwood Seventh Addition Final Plat generally complies with the City’s Commercial zoning district. DECISION NOW, THEREFORE, BE IT FURTHER RESOLVED, and based upon the information received and the above Findings, that the City Council of the City of Lake Elmo hereby approve the Inwood 7th Addition Final Plat subject to the following conditions: 1. No construction may begin until the applicant has received City Engineer approval for the final construction plans; the applicant has obtained from the City all applicable permits, easements and permissions needed for the project; and a preconstruction meeting has been held by the City’s engineering department. 2. Before the execution and recording of a final plat for the development, the developers shall enter into a Site Improvement Agreement with the City. Such an agreement must be approved by the City Attorney. 3. That prior to the City releasing the final plat for recording, the plans shall be revised to address the comments in the City Engineer’s memo dated October 14, 2022. 4. That prior to the City releasing the final plat for recording, the plans shall be revised to address the comments in the Landscape Architect’s memo dated October 14, 2022. 5. That prior to the City releasing the final plat for recording, the plat shall be revised to address the issues identified in the Plat Opinion letter dated November 9, 2022. 6. That the applicant satisfy the $11,400 commercial park dedication fee before the City releases the final plat for recording. 7. All storm water facilities internal to the site shall be privately owned and maintained. A storm water maintenance and easement agreement in a form acceptable to the City shall be executed and recorded with the final plat. 8. That Outlot B of Inwood Sixth Addition shall be granted full access to the existing commercial driveway off of 5th Street North. 9. If necessary, the applicant shall provide the City with a copy of written permission for any off-site grading work and storm sewer to adjacent properties before starting any site work. 10. Before the installation or construction of any identification signs, the developer shall submit sign plans to the City for review and obtain a sign permit from the City. 11. That the City does not allow any parking or construction staging, including to loading and unloading of materials and equipment at any time on 5th Street North during the construction of the site improvements. 12. That the developer records the approved Final Plat with Washington County within 180 days after City Council approval. Failure to record the Final Plat within 180 days of approval will cause the approval to become void. Passed and duly adopted this 6th day of December, 2022 by the City Council of the City of Lake Elmo, Minnesota. ____________________________________ Mayor Charles Cadenhead ATTEST:_______________________________ Julie Johnson, City Clerk CITY OF LAKE ELMO WASHINGTON COUNTY STATE OF MINNESOTA RESOLUTION 2022-114 A RESOLUTION APPROVING THE AGREEMENT TO EXTEND THE PRELIMINARY PLAT STATUS OF INWOOD WHEREAS, the City of Lake Elmo is a municipal corporation organized and existing under the laws of the State of Minnesota; and WHEREAS, Hearth Development, LLC, 3300 Rice Street, Suite 100, St. Paul, MN 55126 (the "Applicant") has submitted an application to the City of Lake Elmo (the "City") for a final plat to replat the commercially zoned property known as Outlot A, Inwood 6th Addition (PID# 3302921130027) (the "Property"); and WHEREAS, the City approved the Inwood Preliminary Plat on December 2, 2014; and WHEREAS, the Development Agreement for Inwood 6th Addition states that the preliminary plat approval shall lapse and be void unless final platted into lots and blocks within five years after preliminary approval. WHEREAS, the City Council reviewed the Agreement to Extend Preliminary Plat Status at the meeting held on December 6, 2022; and DECISION NOW, THEREFORE, BE IT FURTHER RESOLVED, by the City Council of the City of Lake Elmo hereby approves the Agreement to Extend Preliminary Plat Status of Inwood. Passed and duly adopted this 6th day of December, 2022 by the City Council of the City of Lake Elmo, Minnesota. ____________________________________ Mayor Charles Cadenhead ATTEST:_______________________________ Julie Johnson, City Clerk