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HomeMy WebLinkAbout#19 - At Home Apartments Final Plat and PUDSTAFF REPORT DATE: 5/21/24 REGULAR Motion TO: Lake Elmo City Council FROM: Nathan Fuerst, AICP, Consulting Planner AGENDA ITEM: Lake Elmo Townhomes 8 Final Plat and PUD REVIEWED BY: Jason Stopa, Community Development Director Clark Schroeder, City Administrator BACKGROUND: At Home Apartments LLC is requesting Final Plat and Planned Unit Development (PUD) approval for Lake Elmo Townhomes 8, a 48-unit rental townhome development on approximately 7.6 acres of land located on the east and west sides of Wildflower Lane, north of 39th St. N. The development was proposed as a PUD because the developer is proposing multiple buildings on one lot. On February 20, 2024 the City Council voted to approve the preliminary plat and planned unit development. ISSUE BEFORE THE COUNCIL: The City Council should review and act on the Final Plat and Planned Unit Development requests. GENERAL INFORMATION: Applicant: At Home Apartments LLC, 1289 Grande Avenue, St. Paul, MN Property Owner: 1962 Grand Avenue LLC (Parcel 1) 1289 Grand Avenue, St. Paul MN Spaulding Rental LLP (Parcel 2) 1289 Grand Avenue, St. Paul, MN PID#: 1302921210007 (parcel 1) and 12029212200029 (parcel 2) Land Use Map: Village Mixed Use (V-MU) Current Zoning: VMX/PUD Deadline: Application Complete – 4/5/2024 60 Day Deadline – 6/4/24 City Council Meeting May 21, 2024 Page 2 PROPOSAL DETAILS/ANALYSIS: Overall Plat Summary: Gross Site Area - Total 7.56 acres Wetland Area 0.0 acres Arterial ROW 0.0 acres Net Site Area - Total 7.56 acres Proposed Units 48 Net Density 6.35 units/acre The calculation of net density in this case does not allow for netting out any area of the parcel and is therefore the ratio of proposed units to total site area. The Metropolitan Council determines net density through netting out wetlands and water bodies, dedication for designated arterial right-of-way, wetland buffers, public parks and qualifying preserved open space. Final Plat Conformance The proposed plan has not been changed from the Preliminary Plat and Planned Unit Development approval. It is therefore generally consistent. A review of the conditions of approval from the Preliminary Plat and PUD are provided in this report. Environmental Review. The entire Village Area was subject to an Alternative Urban Area Review (AUAR) when the area was brought into the Municipal Urban Service Area (MUSA). The AUAR was updated in early 2022 as required. No further environmental review is required. The AUAR Fee will be required to be paid prior to release of the final plat. PUD Minimum Requirements and Objectives: The City reviewed the Lake Elmo Townhomes 8 project and found that it was consistent with the criteria and objectives established for a Planned Unit Development. The proposed plans are consistent with those approved during the preliminary plat review process. Comprehensive Plan: The proposed land use, residential, is consistent with those allowed in the Village-Mixed Use future land use category. The proposed density, 6.35 units/acre is within the allowed range of 5-10 units per acre. Site Plan Review: The proposed development has a combination of two-unit buildings, four-unit buildings and a six-unit building. The proposed land use also required a Conditional Use Permit in the V-MX district which was permitted through approval of the PUD. The townhome project will look and feel like a single family attached development, but because it’s rental on one-lot it will function like multi-family development under the city code. The table on the following page summarizes the conformance of this project with the bulk standards established for the V-MX Zoning District. City Council Meeting May 21, 2024 Page 3 Standards (105.12.790) V-MX Requirement: (Single-Family attached) As Proposed Minimum Lot Area N/A (see Lot Area Density) N/A Minimum Lot Width N/A N/A Lot Area Density 3,000 sq. feet per unit 4,973 sq. feet per unit Max Impervious Cover 75% 39.0% (less Road and Walks) Minimum Setback - Front 25 feet 25 feet Minimum Setback - Side 10 feet 10+ feet Minimum Setback - Rear 10 feet 10+ feet Maximum Height 35 feet 30-34 feet at roof peak depending on building style Driveway Setback from intersection 50 feet from r-o-w 50 feet Driveway setback from side lot line 5 feet N/A as the lots are on one large lot without internal side lot lines. Met where exterior side lot exists. Driveway Width 20-34 feet measured at r-o-w line 34 feet maximum. Staff recommend allowing up to 40 feet at FY setback for each double garage serving 2 units. Architecture Building design was reviewed during the preliminary plat process. Proposed elevations were submitted with the final plat and found consistent with those reviewed during the Preliminary Plat and PUD process. The development meets applicable standards for two-family dwellings in the V-MX district. Streets and Access During the preliminary plat review, the City Council approved a road width reduction on the proposed cul-de-sacs. This was to provide additional space on site to address concerns relating to landscaping screening and a conflict with patio encroachments into an easement surrounding a storm sewer along the eastern property line of Block 2. The Applicant is providing sprinkling in all residential units to reduce the likelihood of emergency service access. Parking Section 105.12.410 requires 2 spaces per 2 bedroom or larger and 10% for visitor parking. All units are between 2 to 4 bedrooms. This equates to 96 off-street parking stalls and 10 guest parking stalls required. While there are no stand-alone, off-street parking areas, there are 2 parking stalls per unit enclosed in each garage, and 2 additional stalls on driveways serving each unit. This satisfies the ordinance requirement. Parallel parking spaces are required to be 9 feet by 22 feet, there are about 15 additional stalls of on-street parking. City Council Meeting May 21, 2024 Page 4 Signage Section 105.12.430 allows 1 subdivision sign for this residential development with a maximum sign area of 32 sq. ft. One sign is proposed for this site but the location may be subject to change. The signage ultimately must conform with City Code and will require a sign permit. Landscaping and Tree Preservation: The Landscape Architect has found the tree preservation and landscaping plans to conform with the approved PUD and City code per a memo dated April 5, 2024. The Applicant received a PUD deviation for screening from the properties to the North and has proposed enhanced planting plan along the northern boundaries of the project. Parkland Dedication: The City’s ordinance requires parkland dedication in the amount of 10%. This development was brought to the City’s Parks Commission during the concept plan review process, and it was determined that a cash in lieu payment could be acceptable given that the property is not in a park search area. Prior to this development proposal, the western lot (now proposed as Lot 1, Block 1) was split from the property now addressed as 11120 39th St. N., the project’s Applicant paid a total of $18,000 or $6,000 per acre for the three acres. That amount is credited towards this project’s cash in lieu fee. The dedication requirement for this property is calculated by staff as follows. • Step 1: 10% of 7.56 acres equates to .756 acres required for parkland dedication. • Step 2: According to property sale information, the fair market value per acre is $235,953 dollars per acre. • Step 3: 0.756 ac x $235,953/ac = $178,380 • Step 4: $178,380 – $18,000 = $160,380 Review Comments: City Engineer Comments: See attached memo dated April 22, 2024. The City Engineer has suggested that approval, if granted, should be conditional upon addressing each review comment in the Engineer’s review memo. Modifications to the plans are required in the City Engineer’s Memo. Public improvements shall be consistent with the City Engineering Design Standards Manual dated January 2022. Fire Chief Comments: See attached memo dated March 27, 2024. Conditional approval is suggested. Landscape Architect Comments: See attached memo dated April 5, 2024. Plans have been approved. Valley Branch Watershed District: The Applicant has received a VBWD permit. City Attorney Review: The City Attorney has issued a plat opinion in a letter dated April 1, 2024. The applicant is currently working to address outstanding items City Council Meeting May 21, 2024 Page 5 PRELIMINARY PLAT/PUD CONDITIONS OF APPROVAL Items in grey text below have been addressed, items in black will be addressed by the Applicant concurrent with, or following, final plat approval: 1. Prior to the City finding any application for a final plat and final PUD complete, the applicant shall fully address all comments in the following review memos to the satisfaction of the City: a. City Engineer’s memo dated November 30, 2023. b. City Landscape Architect’s memo dated January 10, 2024. c. City Fire Chief’s memo dated November 22, 2023. 2. That prior to the City finding any application for final plat and final PUD complete, the applicant shall demonstrate that the plans reflect compliance with Valley Branch Watershed (VBWD) review requirements and that the applicant provide the City evidence that all conditions attached to a VBWD permit will be met before the starting any grading activity on the site. 3. That the applicant shall obtain all necessary permits including but not limited to all applicable City permits (building, grading, sign, etc.), NPDES/SWPPP permits and Valley Branch Watershed District approval before starting any grading or construction activities. 4. The final plat shall include all necessary and additional public right-of-way and easements. 5. The applicant/developer is responsible, at their own expense, for installing all required right of way improvements. 6. The applicant is required to construct a right turn lane along Wildflower Drive at the intersection of 39th Street for which the City will contribute up to half the cost of improvements due to conditions specific to the site and increased density of the village planning area. 7. A storm water maintenance and easement agreement in a form acceptable to the City shall be executed and recorded with the final plat. 8. The applicant/developer shall provide the City a fee in lieu of park land dedication as required by Section 103.00.150 to be paid prior to recording of the final plat. 9. If landscaping is proposed in the City’s Right of Way, a landscape and irrigation license agreement in a form acceptable to the City shall be executed and recorded with the final plat. 10. A sign permit will be required for any signage installed on site, and signage must comply with applicable city standards. 11. The Applicant shall submit information demonstrating compliance with a Plat Opinion by the City Attorney, to the satisfaction of the City, before execution or recording of the Final Plat. 12. The Applicant pay the City’s AUAR Fee consistent with all development in the Village Area. 13. If necessary, the applicant shall provide the City with a copy of written permission for any off-site grading work and storm sewer discharges to adjacent properties before starting any site work, grading and as part of any final plat or final PUD application. 14. Before the execution and recording of a final plat for the development, the developer or applicant shall enter into a Developer’s Agreement or a Site Work Agreement with the City Council Meeting May 21, 2024 Page 6 City. Such an Agreement must be approved by the City Attorney and by the City Council. The Agreement shall delineate who is responsible for the design, construction and payment for the required improvements with financial guarantees therefore. The Agreement shall outline any approved phasing plan. 15. The applicant or developer shall enter into a separate grading agreement with the City before starting any grading activity in advance of final plat/ PUD approval. The City Engineer shall review any grading plan that is submitted in advance of a final plat or final PUD, and said plan shall document the extent of any proposed grading on the site. 16. That the Applicant must submit the final plat within 180 days after City Council approval of the preliminary plat or approval of the preliminary plat shall be considered void unless a request for a time extension is submitted in writing and approved by the City Council. RECOMMENDED FINDINGS OF APPROVAL: The City Council will be required to make findings in support of a decision to approve or deny the Applicant’s requests. The following findings could be made by the City to approve the development. Recommended Findings for Final Plat/ PUD. Staff recommends approval of the Final Plat and Final Planned Unit Development (PUD) for PID 3302921440009 based on the following findings: 1. That all the requirements of City Code Section 103.00.100 related to the Final Plans and Final Plat have been met by the Applicant. 2. That the Lake Elmo Townhomes 8 Final Plat and PUD Plan consists of 48 attached single-family units plus an outlot intended for stormwater management. 3. That the Lake Elmo Townhomes 8 Final Plat and PUD is generally consistent with the Preliminary Plat and PUD Plans as approved by the City of Lake Elmo on February 20, 2024. 4. That the Lake Elmo Townhomes 8 Final Plat and PUD Plan are consistent with the intent of the 2040 Lake Elmo Comprehensive Plan and the 2040 Land Use Map for this area. 5. That the Lake Elmo Townhomes 8 Final Plat and PUD Plan complies with the general intent of the Village Mixed Use (V-MX) zoning district with PUD modifications. 6. That the Lake Elmo Townhomes 8 Final Plat and PUD Plan generally complies with the Lake Elmo Design Guidelines and Standards Manual. 7. That the Lake Elmo Townhomes 8 Final Plat and PUD generally complies with the City’s Subdivision regulations. 8. That the Lake Elmo Townhomes 8 Final Plat and PUD generally complies with the City’s Zoning Code with the exceptions provided for in the PUD. 9. That the Lake Elmo Townhomes 8 Final Plat and PUD Plan is generally consistent with the City’s engineering standards with the exceptions noted by the City Engineer in their review comments to the City dated April 22, 2024, and as otherwise identified in future reviews. City Council Meeting May 21, 2024 Page 7 RECOMMENDED CONDITIONS OF APPROVAL: Staff recommends the City Council approve of the Preliminary Plat request with the following conditions: 1. Prior to the City signing or approving recording of the Final Plat or Development Agreement, the Applicant shall fully address all comments in the following review memos, or any subsequently revised memo, to the satisfaction of the City: a. City Engineer’s memos dated April 22, 2024, b. City Landscape Architect’s memo dated April 5, 2024, c. City Fire Chief’s memo dated March 27, 2024. 2. That Outlot A is dedicated to the City. 3. That prior to the City permitting the recording of the Final Plat and Development Agreement, the applicant shall demonstrate that the plans reflect compliance with Valley Branch Watershed District (VBWD) review requirements and provide the City evidence that all conditions attached to a VBWD permit will be met before the starting any grading activity on the site. 4. That the applicant shall obtain all necessary permits for the Subdivision Improvements including but not limited to all applicable City permits (building, grading, sign, etc.), MDH, MPCA, County R/W, NPDES/SWPPP permits and Valley Branch Watershed District approval before starting any grading or construction activities. 5. No deviations are provided for signage. When construction of the subdivision monument sign is desired, the Applicant must apply for a sign permit with the City and will provide a complete sign plan detailing signage proposed. 6. The applicant/developer is responsible, at their own expense, for installing all required right of way improvements. 7. The applicant is required to construct a right turn lane along Wildflower Drive at the intersection of 39th Street for which the City will contribute up to half the cost of improvements due to conditions specific to the site and increased density of the village planning area. 8. All easements as requested by the City Engineer and Public Works Department shall be documented on the Final Plat before the execution of the final plat by City Officials. 9. If applicable, a storm water maintenance and easement agreement in a form acceptable to the City shall be executed and recorded with the final plat. 10. If applicable, a landscape and irrigation license agreement in a form acceptable to the City shall be executed and recorded with the final plat. 11. The applicant/developer shall provide the City a fee in lieu of park land dedication as required by Section 103.00.150 and consistent with preliminary approvals to be paid prior to recording of the final plat. 12. The applicant shall pay required Village AUAR fee prior to release of the final plat. 13. If necessary, the applicant shall provide the City with a copy of written permission for any off-site grading work and storm sewer discharges to adjacent properties before starting any site work, grading and as part of any final plat or final PUD application. 14. Before the execution and recording of a final plat for the development, the developer or applicant shall enter into a Developer’s Agreement with the City. Such an Agreement must be approved by the City Attorney and by the City Council. The Agreement shall City Council Meeting May 21, 2024 Page 8 delineate who is responsible for the design, construction and payment for the required improvements with financial guarantees, therefore. 15. That the Applicant must record the final plat within 180 days after City Council approval or the final plat shall be considered void unless a request for a time extension is submitted in writing and approved by the City Council. FISCAL IMPACT: Prior to recording the Final Plat, the Applicant will pay the City fees for utility connections, the AUAR fee, and Parkland Dedication. Building Permit fees will be collected at the time of permit issuance. The City is not providing financial assistance as part of this project, however, the City will be paying up to half of the Wildflower Turn Lane Improvements. Such improvements are needed, in part, due to the density in the area allowed through changes in the land uses allowed by the City north of the old village area since adoption of the 2040 plan. Costs will be detailed in the Development Agreement. RECOMMENDATION: This is a Final Plat request. The City has already provided an approval of the Preliminary Plat and PUD plans. The proposed final plat and project plans are found to be consistent with the preliminary approvals. Staff therefore suggest approval based on compliance with existing City Standards. An example motion is provided below EXAMPLE MOTION: “Motion to adopt Resolution 2024-066 approving the final plat and PUD, requested by At Home Apartments, LLC for the subject property based on the findings of fact and conditions of approval listed therein.” ATTACHMENTS: 1. Resolution 2024-066 Approving Final Plat and PUD 2. Application Narrative 3. Final Plat and Project Plans 4. City Engineer Memo 5. Fire Chief Memo 6. Landscape Architect Memo CITY OF LAKE ELMO WASHINGTON COUNTY STATE OF MINNESOTA RESOLUTION NO. 2024-066 RESOLUTION APPROVING THE FINAL PLAT AND PUD REQUEST FOR LAKE ELMO TOWNHOMES 8 WHEREAS, the City of Lake Elmo is a municipal corporation organized and existing under the laws of the State of Minnesota; and WHEREAS, the City of Lake Elmo has established a Comprehensive Plan that includes background data, policy statements, standards, and maps that help to guide the future physical, social, and economic development of the City; and WHEREAS, At Home Apartments, LLC, (the “Applicant) has requested a Final Plat and PUD for Lake Elmo Townhomes 8, on property legally described on Exhibit A attached hereto (the “Property”), consisting of approximately 7.56 acres for development of 48 single family attached units; and, WHEREAS, the final plat is for Lake Elmo Townhomes 8, which will include both proposed residential lots plus an outlot for stormwater management; and WHEREAS, the final plat is further depicted on Exhibit B attached hereto; and WHEREAS, the plans submitted to the City on March 8, 2024, along with subsequent revisions; and WHEREAS, the applications for Final Plat and PUD were not found by the city to be complete until April 5, 2024; and WHEREAS, the Lake Elmo City Council reviewed the Final Plat and PUD requests at its meeting held on May 21, 2024 and voted to approve the item with the following findings of fact: 1. That all the requirements of City Code Section 103.00.100 related to the Final Plans and Final Plat have been met by the Applicant. 2. That the Lake Elmo Townhomes 8 Final Plat and PUD Plan consists of 48 attached single- family units plus an outlot intended for stormwater management. 3. That the Lake Elmo Townhomes 8 Final Plat and PUD is generally consistent with the Preliminary Plat and PUD Plans as approved by the City of Lake Elmo on February 20, 2024. 4. That the Lake Elmo Townhomes 8 Final Plat and PUD Plan are consistent with the intent of the 2040 Lake Elmo Comprehensive Plan and the 2040 Land Use Map for this area. 5. That the Lake Elmo Townhomes 8 Final Plat and PUD Plan complies with the general intent of the Village Mixed Use (V-MX) zoning district with PUD modifications. 6. That the Lake Elmo Townhomes 8 Final Plat and PUD Plan generally complies with the Lake Elmo Design Guidelines and Standards Manual. 7. That the Lake Elmo Townhomes 8 Final Plat and PUD generally complies with the City’s Subdivision regulations. 8. That the Lake Elmo Townhomes 8 Final Plat and PUD generally complies with the City’s Zoning Code with the exceptions provided for in the PUD. 9. That the Lake Elmo Townhomes 8 Final Plat and PUD Plan is generally consistent with the City’s engineering standards with the exceptions noted by the City Engineer in their review comments to the City dated April 22, 2024, and as otherwise identified in future reviews. NOW, THEREFORE, BE IT RESOLVED THAT the City Council does hereby approve lake Elmo Townhomes 8 Final Plat and PUD requests subject to the following conditions: 1. Prior to the City signing or approving recording of the Final Plat or Development Agreement, the Applicant shall fully address all comments in the following review memos, or any subsequently revised memo, to the satisfaction of the City: a. City Engineer’s memos dated April 22, 2024, b. City Landscape Architect’s memo dated April 5, 2024, c. City Fire Chief’s memo dated March 27, 2024. 2. That Outlot A is dedicated to the City. 3. That prior to the City permitting the recording of the Final Plat and Development Agreement, the applicant shall demonstrate that the plans reflect compliance with Valley Branch Watershed District (VBWD) review requirements and provide the City evidence that all conditions attached to a VBWD permit will be met before the starting any grading activity on the site. 4. That the applicant shall obtain all necessary permits for the Subdivision Improvements including but not limited to all applicable City permits (building, grading, sign, etc.), MDH, MPCA, County R/W, NPDES/SWPPP permits and Valley Branch Watershed District approval before starting any grading or construction activities. 5. No deviations are provided for signage. When construction of the subdivision monument sign is desired, the Applicant must apply for a sign permit with the City and will provide a complete sign plan detailing signage proposed. 6. The applicant/developer is responsible, at their own expense, for installing all required right of way improvements. 7. The applicant is required to construct a right turn lane along Wildflower Drive at the intersection of 39th Street for which the City will contribute up to half the cost of improvements due to conditions specific to the site and increased density of the village planning area. 8. All easements as requested by the City Engineer and Public Works Department shall be documented on the Final Plat before the execution of the final plat by City Officials. 9. If applicable, a storm water maintenance and easement agreement in a form acceptable to the City shall be executed and recorded with the final plat. 10. If applicable, a landscape and irrigation license agreement in a form acceptable to the City shall be executed and recorded with the final plat. 11. The applicant/developer shall provide the City a fee in lieu of park land dedication as required by Section 103.00.150 and consistent with preliminary approvals to be paid prior to recording of the final plat. 12. The applicant shall pay required Village AUAR fee prior to release of the final plat. 13. If necessary, the applicant shall provide the City with a copy of written permission for any off-site grading work and storm sewer discharges to adjacent properties before starting any site work, grading and as part of any final plat or final PUD application. 14. Before the execution and recording of a final plat for the development, the developer or applicant shall enter into a Developer’s Agreement with the City. Such an Agreement must be approved by the City Attorney and by the City Council. The Agreement shall delineate who is responsible for the design, construction and payment for the required improvements with financial guarantees, therefore. 15. That the Applicant must record the final plat within 180 days after City Council approval or the final plat shall be considered void unless a request for a time extension is submitted in writing and approved by the City Council. Passed and duly adopted this 21st day of May, 2024 by the Lake Elmo Minnesota City Council. ____________________________________ Charles Cadenhead, Mayor ATTEST: ____________________________________ Julie Johnson, City Clerk Resolution 2024-0XX Exhibit A Legal Description of Subject Property That part of Lot 1, Block 3, Brookman 3rd Addition, according to the plat on file and of record in the office of the County Recorder, Washington County, Minnesota, lying Westerly of the following described line: Commencing at the Northeast corner of said Lot 1 then South 89 degrees 21 minutes 23 seconds West, assumed bearing, along the North line of said Lot 1, 74.18 feet to the point of beginning of said line; thence South 07 degrees 03 minutes 15 seconds East, 319.79 feet to the South line of said Lot 1 and said line there terminating. Washington County, Minnesota. AND Lot 2, Block 1, WILDFLOWER AND 39TH, according to the recorded plat thereof, Washington County, Minnesota. Resolution 2024-0XX Exhibit B Lake Elmo Townhomes 8 Final Plat Sheet 1 of 2 Sheets LAKE ELMO TOWNHOMES 8 I Chris Ambourn do hereby certify that this plat was prepared by me or under my direct supervision the survey and platting of the property described on this plat as LAKE ELMO TOWNHOMES 8; that I am a duly Licensed Land Surveyor in the State of Minnesota; that this plat is a correct representation of the boundary survey; that all mathematical data and labels are correctly designated on the plat; that all monuments depicted on the plat have been or will be correctly set within one year; that all water boundaries and wet lands as defined in Minnesota Statutes, Section 505.01, Subd. 3, as of the date of this certificate are shown and labeled on the plat; and that all public ways are shown and labeled on the plat. Dated this , day of , 20 Chris Ambourn, Licensed Land Surveyor Minnesota License No. 43055 STATE OF MINNESOTA COUNTY OF The foregoing Surveyor's Certificate was acknowledged before me on this day of , 20 , by Chris Ambourn, Licensed Land Surveyor, Minnesota License No. 43055. (Signature)(Name Printed) Notary Public, County, Minnesota My Commission Expires CITY OF LAKE ELMO, MINNESOTA This plat was approved by the City Council of the City of Lake Elmo, Minnesota on this day of , 20 , and hereby certifies compliance with all requirements as set forth in Minnesota Statutes, Section 505.03, Subdivision 2. By By Mayor Clerk WASHINGTON COUNTY SURVEYOR Pursuant to Chapter 820, Laws of Minnesota, 1971, and in accordance with Minnesota Statutes, Section 505.021, Subd. 11, this plat has been reviewed and approved on this day of , 20 . By By Washington County Surveyor WASHINGTON COUNTY AUDITOR/TREASURER 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 paid; and there are no delinquent taxes, and transfer has been entered on this , day of , 20 . By By Washington County Auditor/Treasurer Deputy WASHINGTON COUNTY RECORDER Document Number I hereby certify that this instrument was recorded in the Office of the County Recorder for record on this day of , 20 , at o'clock .M., and was duly recorded in Washington County Records. By By Washington County Recorder Deputy KNOW ALL PERSONS BY THESE PRESENTS: that 1962 Grand Avenue, L.L.C., a Minnesota limited liability company , owner of the following described property situated in the County of Washington, State of Minnesota, to wit: That part of Lot 1, Block 3, Brookman 3rd Addition, according to the plat on file and of record in the office of the County Recorder, Washington County, Minnesota, lying Westerly of the following described line: Commencing at the Northeast corner of said Lot 1 then South 89 degrees 21 minutes 23 seconds West, assumed bearing, along the North line of said Lot 1, 74.18 feet to the point of beginning of said line; thence South 07 degrees 03 minutes 15 seconds East, 319.79 feet to the South line of said Lot 1 and said line there terminating. Washington County, Minnesota. AND: that Spaulding Rental L.L.P., a Minnesota limited liability partnership, owner of the following described property situated in the County of Washington, State of Minnesota, to wit: Lot 2, Block 1, WILDFLOWER AND 39TH, according to the recorded plat thereof, Washington County, Minnesota. Have caused the same to be surveyed and platted as LAKE ELMO TOWNHOMES 8 and do hereby donate and dedicate to the public for public use the public ways, as shown on this plat, and also dedicate the easements as created by this plat for drainage and utility purposes only. In witness whereof said 1962 Grand Avenue, L.L.C., a Minnesota limited liability company , has caused these presents to be signed by its proper officer this day of , 20 . 1962 GRAND AVENUE, L.L.C. By , STATE OF COUNTY OF The foregoing instrument was acknowledged before me on this day of , 20 , by , Its of 1962 Grand Avenue, L.L.C., a Minnesota limited liability company , on behalf of the company . (Signature)(Name Printed) Notary Public, County, My Commission Expires In witness whereof said Spaulding Rental L.L.P., a Minnesota limited liability partnership, has caused these presents to be signed by its proper partner this day of , 20 . SPAULDING RENTAL L.L.P. By , STATE OF COUNTY OF The foregoing instrument was acknowledged before me on this day of , 20 , by , Its of Spaulding Rental L.L.P., a Minnesota limited liability partnership, on behalf of the partnership. (Signature)(Name Printed) Notary Public, County, My Commission Expires 1 2 1 1 OUTLOT A S89°21'23"W 444.40 S0 0 ° 0 9 ' 1 1 " E 4 8 5 . 0 0 N89°21'23"E 43.63 ∆=27°33'4 8 " L=221.2 9 R=460.0 0 CB=N75 ° 3 4 ' 2 9 " E CL=219. 1 8 N61° 4 7 ' 3 5 " E 2 0 6 . 6 7 ∆=8°11 ' 3 4 " L=48 . 6 2 R=34 0 . 0 0 CB=S 6 5 ° 5 3 ' 2 2 " W CL=48 . 5 8 30 . 0 0 30 . 0 0 11 8 . 6 0 13 5 . 9 9 17 0 . 4 1 ∆=18°15'19" L=146.56 ∆=09°1 8 ' 2 9 " L=74 . 7 3 N0 0 ° 0 9 ' 1 1 " W 2 7 4 . 9 9 N89°21'23"E 450.00 S89°21'23"W 302.41 S89°21'23"W 137.59 S0 0 ° 0 9 ' 1 1 " E 2 4 4 . 9 9 N0 0 ° 0 9 ' 1 1 " W 50 . 0 0 S8 9 ° 2 1 ' 2 3 " W 10 . 0 0 30 . 0 0 30 . 0 0 11 8 . 3 1 66 . 6 8 S0 0 ° 0 9 ' 1 1 " E 8 0 . 0 0 Drainage & Utility Easement per the plat of BROOKMAN 3RD ADDITION Drainage & Utility Easement per the plat of WILDFLOWER AND 39TH Drainage & Utility Easement per the plat of WILDFLOWER AND 39TH 10 10 10 10 10 10 10 Drainage, Utility & Roadway Easement per Document No. 3690147 Drainage & Utility Easement per the plat of BROOKMAN 3RD ADDITION Drainage & Utility Easement per the plat of BROOKMAN 3RD ADDITION 10 10 1 0 10 UPPER 39TH STREET COURT NORTH 60 70 80 8 0 65 Found 1/2 Inch Iron Pipe Found 1/2 Inch Iron Pipe LS No. 25718 Found 1/2 Inch Iron Pipe LS No. 25718 Found 1/2 Inch Iron Pipe LS No. 25718 Found 1/2 Inch Open Found 1/2 Inch Iron Pipe Foun d 1 / 2 I n c h I r o n P i p e with c a p " D U B A " Found 1/2 Inch Iron Pipe west line of Lot 2, Block 1, WILDFLOWER AND 39TH NE Corner of Lot 1, Block 3 BROOKMAN 3RD ADDITION S89°21'23"W 74.18 north line of Lot 1, Block 3 BROOKMAN 3RD ADDITION south line of Lot 1, Block 3 BROOKMAN 3RD ADDITION west line of Lot 1, Block 3 BROOKMAN 3RD ADDITION north line of Lot 2, Block 1, WILDFLOWER AND 39TH ea s t l i n e o f L o t 2 , B l o c k 1 , WI L D F L O W E R A N D 3 9 T H Drainage & Utility Easement 30.00 46.33 S0 0 ° 0 9 ' 1 1 " E 1 0 2 . 0 0 S 2 5 ° 4 3 ' 5 0 " E 3 7 . 8 3 Drainage & Utility Easement 1 9 . 6 1 Drainage & Utility Easement 163.63 Drainage & Utility Easement Drainage & Utility Easement Drainage & Utility Easement Drainage & Utility Easement 35 35 31 41 27.08 S1 7 ° 4 6 ' 0 3 " W 45 . 2 5 Drainage & Utility Easement Drainage & Utility Easement N89°37'58"E 272.84 S0 0 ° 2 2 ' 0 2 " E 30 . 0 0 S0 0 ° 2 2 ' 0 2 " E 30 . 0 0 N86°02'58"E 60.00 272.73 209.08 ∆=26 6 ° 2 5 ' 0 0 " R=6 0 . 0 0 L=2 7 8 . 9 9 ∆=86°25'00" R=4.00 L=6.03 ∆ = 5 7 ° 3 9 ' 0 1 " L = 6 0 . 3 7 N1 5 ° 1 6 ' 4 3 " E 35 . 3 0 15 15 10 1 0 10 10 10 30 47 15 15 1515 S89°37'58"W 232.54 30 30 30 30 ∆ = 8 3 ° 1 8 ' 4 7 " R = 9 0 . 0 0 L = 1 3 0 . 8 7 N 0 7 ° 0 3 ' 1 5 " W 8 5 . 9 4 N82°56'45"E 30.00 N 1 0 ° 3 8 ' 1 5 " W 6 0 . 0 0 S82°56'45"W 30.00 30 30 30 30 232.43 ∆ = 2 6 6 ° 2 5 ' 0 1 " R = 6 0 . 0 0 L = 2 7 8 . 9 9 232.65 2 2 . 0 7 8 5 . 9 4 ∆ = 8 3 ° 1 8 ' 4 7 " L = 1 7 4 . 4 9 ∆ = 8 3 ° 1 8 ' 4 7 " L = 8 7 . 2 5 ∆=86°25'00" R=4.00 L=6.03 S89°52'06"W 111.36 N 2 7 ° 4 5 ' 5 5 " W 1 6 4 . 3 2 N46 ° 2 3 ' 2 8 " E 6 0 . 3 8 S88°40'41"E 83.19 ∆= 5 6 ° 4 5 ' 0 7 " L=59 . 4 3 N33°19'54"W 18.22 10 10 37 30 1 5 1 5 15 15 Drainage & Utility Easement 10 10 10 10 10 N77°21 ' 4 0 " W 14.76 N64°2 4 ' 3 1 " E 7 4 . 9 2 N 0 7 ° 0 3 ' 1 5 " W 1 9 6 . 2 4 N 5 0 ° 3 7 ' 3 7 " W 1 6 1 . 4 9 138.17 UPPER 39TH STREET CIRCLE NORTH N89°21'23"E 60.00 S 0 7 ° 0 3 ' 1 5 " E 3 1 9 . 7 9 N89°21'23"E 835.00 Point of Beginning 5 5 N0 7 ° 4 5 ' 3 9 " E 9 9 . 0 6 Drainage & Utility Easement Drainage & Utility Easement S0 0 ° 0 9 ' 2 4 " E 26 3 9 . 1 3 0 40 80 120 Sheet 2 of 2 Sheets LAKE ELMO TOWNHOMES 8 Northwest Corner of Section 13, Twp. 29, Rge. 21 Found Washington County Cast Iron Monument SCALE IN FEET SCALE: 1 INCH = 40 FEET SET 1/2 INCH BY 14 INCH IRON PIPE WITH CAP INSCRIBED WITH "AMBOURN 43055" FOUND MONUMENT AS SHOWN THE ORIENTATION OF THIS BEARING SYSTEM IS BASED ON THE NORTH LINE OF LOT 2, BLOCK 1, WILDFLOWER AND 39TH, WHICH IS ASSUMED TO BEAR N 89°21'23" E (NOT TO SCALE) CITY OF LAKE ELMO SECTION 13, TOWNSHIP 29, RANGE 21 VICINITY MAP SITE 39TH ST. N. UNION PAC I F I C R A I L R O A D LA K E E L M O A V E N U E N O R T H ( C S A H 1 7 ) FOUND WASHINGTON COUNTY CAST IRON MONUMENT STILL W A T E R B L V D N . ( C S A H 1 4 ) MA N N I N G A V E N U E N . ( C S A H 1 5 ) WILDFLOWER DR N. West 1/4 Corner of Section 13, Twp. 29, Rge. 21 Found Washington County Cast Iron Monument S ST S S FO FO S S S RE=928.61 RE=928.97 IE 15" CONC=923.37 RE=928.58 IE W 15" CONC=923.08 IE SE 18" CONC=921.98 IE N 15" CONC=923.28 (STANDING WATER) RE=928.78 IE E/W 12" PVC=911.98 IE N 12" PVC=911.98 RE=936.46 IE 10"PVC=913.66 RE=936.37 IE W/S 15" RCP=928.00 PER PLAN (COULD NOT OPEN MANHOLE TO VERIFY) RE=935.10 IE 12" CONC=930.90 RE=935.13 IE N/S 15" CONC=927.23 IE W 12" CONC=930.53 RE=934.60 IE 10" PVC=912.70 RE=927.44 IE 24" CONC=921.45 (STANDING WATER) GAS LINE MARK RE=928.56 IE 12" PVC=910.06 RE=929.25 IE 12" PVC=910.55 RE=928.15 IE 24" CONC=922.65 (WATER & DEBRIS) RE=928.90 IE W/N 24" PVC=922.90 IE S 12" PVC=923.20 (WATER & DEBRIS) RE=930.52 IE 12" PVC=910.72 8" D I P 10 " P V C 8" D I P 10 " P V C 15 " R C P 15 " R C P 1 8 " R C P 15" RC P 12" PVC 12" PVC 12" P V C 12" PVC 24 " R C P 18" RCP 24" RCP 24" RC P 1 5 " R C P 15" RCP 8" 8" 8" S RE=934.89 IE 8" PVC=916.79 RE=934.45 IE E 12" CONC=927.35 IE W 12" CONC=927.55 IE N 12" CONC=927.05 (PER PLAN) 12"X6" PVC WYE & 35' 6"PVC 8" PVC GATE VALVE & BOX (PER PLAN) B L O C K 1 2 B L O C K 2 1 Drainage & Utility Easement per the plat of BROOKMAN 3RD ADDITION Drainage & Utility Easement per the plat of WILDFLOWER AND 39TH Drainage & Utility Easement per the plat of WILDFLOWER AND 39TH 10 10 10 10 10 10 10 Drainage, Utility & Roadway Easement per Document No. 3690147 Drainage & Utility Easement per the plat of BROOKMAN 3RD ADDITION Drainage & Utility Easement per the plat of BROOKMAN 3RD ADDITION 10 10 1 0 10 WI L D F L O W E R D R I V E N O R T H 39TH S T R E E T N O R T H 39TH STREET NORTH SUNFLOWER LANE 60 70 80 8 0 65 Found 1/2 Inch Iron Pipe Found 1/2 Inch Iron Pipe LS No. 25718 Found 1/2 Inch Iron Pipe LS No. 25718 Found 1/2 Inch Iron Pipe LS No. 25718 Found 1/2 Inch Open Found 1/2 Inch Iron Pipe Found 1/2 Inch Iron Pipe with cap "DUBA" Found 1/2 Inch Iron Pipe 93 0 930 935 935 935 93 5 935935 940 94 0 94 0 940 940 945 929 929 93 1 931 932 932 93 3 93 3 934 934 93 4 9 3 4 936 936 936 936 9 3 7 93 7 937 937 937 937 938 938 93 8 93 8 938 938 938 938 93 9 93 9 939 939 939 939 939 9 3 9 94 1 94 1 94 1 941 941 942 942 9 4 2 94 2 943 943 944 9 4 6 9 2 5 93 0 9 2 4 9 2 6 92 7 92 8 9 2 9 9 3 1 9 3 0 935 9 2 9 9 3 1 9 3 2 9 3 3 934 93 0 93 5 93 1 93 2 93 3 93 4 93 6 935 93 5 934 936 93 6 937 937 94 0 94 0 9 3 8 94 1 941 94 2 942 PUG PUG PUG PUG PUG PUG PUG PUG PUG MISC MISC MISC MISC MISC MISC MISC MISC MI S C MI S C MI S C MI S C MI S C MI S C MI S C MI S C MI S C MI S C GAS GAS GAS GAS GAS GAS GAS PU G PU G PU G PU G PU G PU G PU G MI S C MI S C MI S C MI S C MI S C MI S C GA S GA S GA S X X X X X X X XX X WAT WAT WAT WAT WAT ST O ST O STO STO STO STO STO STO STO STO SAN SAN SAN SAN SAN WAT WAT WAT WAT WAT WAT WAT WAT WAT SAN SAN SAN WA T WA T WA T WA T WA T SA N SA N STO STO STOSTO SA N SA N WA T PU G PU G PU G PU G PU G PU G S S S FO FO S S S WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT RE=928.78 IE E/W 12" PVC=911.98 IE N 12" PVC=911.98 RE=936.46 IE 10"PVC=913.66 RE=935.10 IE 12" CONC=930.90 RE=935.13 IE N/S 15" CONC=927.23 IE W 12" CONC=930.53 RE=934.60 IE 10" PVC=912.70 GAS LINE MARK RE=928.56 IE 12" PVC=910.06 RE=929.25 IE 12" PVC=910.55 RE=930.52 IE 12" PVC=910.72 SAN SAN SAN SAN SAN SAN SAN SAN SANSANSANSAN SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT ST O ST O ST O ST O ST O ST O ST O ST O ST O STO STO STO STO STO STOWA T WA T WA T WA T WA T WA T WA T WA T WA T WA T WA T STO 8" D I P 10 " P V C 8" D I P 10 " P V C 12" PVC 12" PVC 12" P V C 12" PVC 8" 8" 8" S SAN WAT RE=934.89 IE 8" PVC=916.79 SA N ST O STOSTOSTOSTO STO W A T 12"X6" PVC WYE & 35' 6"PVC 8" PVC GATE VALVE & BOX (PER PLAN) S S FOR R E F E R E N C E O N L Y \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \\\ X X \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \\\ X X X X \\ N: \ 0 0 4 0 4 9 6 . 0 0 \ D W G \ C I V I L \ 0 0 4 0 4 9 6 E X 0 1 . D W G 42 2 PROJECT NUMBER: 0040496.00 LAKE ELMO, MN 05/08/24 CAW JSB CAW © 2 0 2 3 W e s t w o o d P r o f e s s i o n a l S e r v i c e s , I n c . LAKE ELMO TOWNHOMES 8 EXISTING CONDITIONS & REMOVALS1289 GRAND AVENUE ST. PAUL, MN 55105 LA K E E L M O T O W N H O M E S 8 12/06/22 5483205/08/24 JOHN S. BLENKER AT HOME APARTMENTS, LLC CONSTRUCTION PLANS SHEET NUMBER: VERTICAL SCALE: DATE: PREPARED FOR: OF HORIZONTAL SCALE: DRAWN: CHECKED: DESIGNED:INITIAL ISSUE: REVISIONS: Phone (320) 253-9495 1900 Medical Arts Ave S, Suite 100 Fax (320) 358-2001 Sartell, MN 56377 Toll Free (800) 270-9495 DATE:LICENSE NO. I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA 05/08/24 10/31/23 01/18/24 03/08/24 CITY COMMENTS CITY & WATERSHED COMMENTS STREET WIDTH REVISIONS FINAL PLAT & PUD SUBMITTAL 04/04/24 CITY COMMENTS Common Ground Alliance Call 48 Hours before digging: 811 or call811.com 50' 10' OR 5' 0'50'100'150' 1" = 50' PROPERTY LINE \\\\\\CURB & GUTTER SAW CUT PAVEMENT SAN SANITARY SEWER WAT WATER MAIN STO STORM SEWER CONCRETE BITUMINOUS TREE LIGHT POLE TRAFFIC SIGN EXISTING PROPOSED SAN WAT STO CONSTRUCTION BARRICADE WAT HYDRANTWAT GAS GASGAS PUG UNDERGROUND ELECTRICPUG TUG UNDERGROUND TELEPHONETUG POH OVERHEAD ELECTRICPOH TOH OVERHEAD TELEPHONETOH FO TELEPHONE FIBER OPTICFO CTV CABLE TELEVISIONCTV SOIL BORING LOCATIONSB-19 TREE LINE X EXISTING REMOVALS \\\\\\ \\\\\\ \\\\\\ \\\\\\ \\\\\\ \\\\\\ \\\\\\ \\\\\\ \\\\\\ \\\\\\ \\\\\\ REMOVAL LEGEND S S X X LEGAL DESCRIPTION Lot 2, Block 1, WILDFLOWER AND 39TH, according to the recorded plat thereof, Washington County, Minnesota. AND That part of Lot 1, Block 3, Brookman 3rd Addition, according to the plat on file and of record in the office of the County Recorder, Washington County, Minnesota, lying Westerly of the following described line: Commencing at the Northeast corner of said Lot 1 then South 89 degrees 21 minutes 23 seconds West, assumed bearing, along the North line of said Lot 1, 74.18 feet to the point of beginning of said line; thence South 07 degrees 03 minutes 15 seconds East, 319.79 feet to the South line of said Lot 1 and said line there terminating. Washington County, Minnesota. CONSTRUCTION SEQUENCING 1.INSTALL PERIMETER CONTROL/TREE PROTECTION FENCE, INLET PROTECTION AND ROCK ENTRANCES 2.TREE REMOVAL ON EAST PARCEL (TRACK EQUIPMENT ONLY IN BASIN AREA) 3.CONSTRUCT TEMPORARY SEDIMENT BASIN. 3.1.BOTTOM OF BASIN ELEVATION SHALL BE LEFT AT LEAST 3 FEET ABOVE THE PERMANENT BASIN BOTTOM ELEVATION. 4.CONSTRUCT SANITARY SEWER, WATERMAIN, AND STORM SEWER CONNECTIONS WITHIN WILDFLOWER DRIVE RIGHT-OF-WAY, INCLUDING MODIFICATIONS FOR TURN LANE. 5.CONSTRUCT TEMPORARY STORM SEWER TO DIRECT RUNOFF TO TEMPORARY BASIN. 6.INSTALL STREET AGGREGATE BASE AND BITUMINOUS BASE COURSE. 7.TREE REMOVAL ON WEST PARCEL 8.MASS GRADING ON WEST PARCEL, STAGING ON EAST PARCEL 9.TEMPORARILY STABILIZE WEST PARCEL 10.MASS GRADING ON EAST PARCEL, STAGING ON WEST PARCEL 11.INSTALLATION OF LARGE UTILITIES ON EAST PARCEL, INCLUDING UTILITY CONNECTIONS ON WILDFLOWER DRIVE FOR BOTH PARCELS 12.INSTALLATION OF LARGE UTILITIES ON WEST PARCEL. 13.STREET CONSTRUCTION AND VERTICAL CONSTRUCTION ON EAST PARCEL 14.SMALL/DRY UTILITY CONSTRUCTION ON EAST PARCEL 15.PERMANENT STABILIZATION ON EAST PARCEL 16.ONCE PERMANENTLY STABILIZED, EXCAVATE STORMWATER BASIN TO FINAL ELEVATIONS. 17.STREET CONSTRUCTION AND VERTICAL CONSTRUCTION ON WEST PARCEL, STAGING IN WEST CUL-DE-SAC AREA 18.SMALL/DRY UTILITY CONSTRUCTION ON WEST PARCEL 19.PERMANENT STABILIZATION ON WEST PARCEL CONSTRUCTION SEQUENCING NOTES 1.ALL MATERIAL SUPPLY AND STORAGE, AND CONSTRUCTION STAGING TO BE LIMITED TO THE APPLICABLE EAST AND WEST SIDE CONSTRUCTION ACTIVITIES. 2.WILDFLOWER DRIVE ACCESS TO ADJACENT NEIGHBORHOODS MUST REMAIN UNOBSTRUCTED BY THE CONSTRUCTION ACTIVITIES TO THE GREATEST FEASIBLE EXTENT. 3.NO STORAGE OF MATERIALS, EQUIPMENT, OR WORKER PARKING ALLOWED ON WILDFLOWER DRIVE. MATERIALS AND PARKING SHALL BE CONTAINED WITHIN THE EAST AND WEST PROPERTY LIMITS. 4.ALL UTILITY AND STREET REMOVALS, RELOCATIONS, AND INSTALLATION WITHIN THE WILDFLOWER DRIVE RIGHT-OF-WAY SHALL BE CONSTRUCTED IN A SINGLE PHASE AND COMPLETED PRIOR TO STREET OR UTILITY WORK ONSITE. THE STREET SHALL BE RESTORED UP TO THE BASE COURSE BEFORE ANY WORK CAN BEGIN ONSITE (WEST & EAST PARCELS), WITH THE EXCEPTION OF REMOVALS AND GRADING. RELOCATE STREET LIGHT AS REQUIRED RELOCATE HYDRANT AS REQUIRED RELOCATE HYDRANT AS REQUIRED 93 0 930 935 935 935 93 5 935935 940 94 0 94 0 940 945 929 929 93 1 931 932 932 93 3 93 3 934 934 93 4 9 3 4 936 936 936 936 9 3 7 93 7 937 937 937 937 938 938 93 8 93 8 938 938 938 938 93 9 93 9 939 939 939 939 939 9 3 9 94 1 94 1 94 1 941 941 942 942 9 4 2 943 943 944 9 4 6 9 2 5 93 0 9 2 4 9 2 6 92 7 92 8 9 2 9 93 1 9 3 0 935 9 2 9 9 3 1 9 3 2 9 3 3 934 93 0 93 5 93 1 93 2 93 3 93 4 93 6 935 93 5 934 936 93 6 937 937 94 0 94 0 9 3 8 94 1 941 94 2 942 ST PUG PUG PUG PUG PUG PUG PUG PUG PUG MISC MISC MISC MISC MISC MISC MISC MISC MI S C MI S C MI S C MI S C MI S C MI S C MI S C MI S C MI S C MI S C GAS GAS GAS GAS GAS GAS GAS PU G PU G PU G PU G PU G PU G PU G MI S C MI S C MI S C MI S C MI S C MI S C GA S GA S GA S X X X X X X XX X W A T WAT WAT WAT WAT WAT ST O ST O STO STO STO STO STO STO STO STO SAN SAN SAN SAN SAN WAT WAT WAT WAT WAT WAT WAT WAT WAT SAN SAN SAN WA T WA T WA T WA T WA T SA N SA N STO STO SA N SA N WA T PU G PU G PU G PU G PU G PU G S ST S S FO FO S S S WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT GAS LINE MARK SAN SAN SAN SAN SAN SAN SAN SAN SANSANSANSAN SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT ST O ST O ST O ST O ST O ST O ST O ST O ST O STO STO STO STO STO STO WA T WA T WA T WA T WA T WA T WA T WA T WA T WA T STO S SAN WAT SA N ST O STOSTOSTOSTO W A T S S 1 23 4 5 6 7 8 9 1011 12 13 1415 16 17 18 19 20 21 22 23 24 25 2627 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 686970 71 7273 7475 76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 979899 100 101 102 103 104 105 106 107 108 109 110 111 112 113 114 115 116 117 118 119 120 121 122 123 124 125 126 127 128 129 130 131 132 133 134 13 5 136 21 43 65 2728 24 2 1 2 2 26 25 23 1 9 2 0 1 4 1 3 1 5 1 6 1 7 1 8 8 7 6 5 4 3 2 1 1 2 1 1 1 0 9 20191817 BLOCK 1 BLOCK 2 LOT 1 LOT 1 OUTLOT A 13 14 15 16 P P P PP P P P PP P P 87 P 9 1 0 1 1 1 2 P ST SF SF SF SF SF SF SF SF SF S F SF S F S F S F S F S F SF SF SF SF SF SF SF SF SF SFSF SF SF SF SF SF SF SF SF SFSFSFSFSFSF SF SF SF SF SF SF SF SF SF SF SF SF SF SF S F SF SF SF SF SF SF S F S F S F SFSF S F S F S F SFSF SF SF SF SF SF SF SF S F S F SF SF S F 5001 5002 5003 5004 5005 5006 5007 5008 5009 5010 5011 5012 5013 5014 5015 5016 5017 5018 5019 5020 5021 5022 5023 5024 5025 5026 5027 5028 502950305031 5032 5033 5034 5035 5036 5037 5038 5039 5040 5041 5042 5043 5044 5045 5046 5047 5048 5049 5050 5051 5052 5053 5054 5055 5056 5057 5058 5059 5060 5061 50625063 5064 5065 5066 5067 5068 5069 5070 50715072 5073 5074 5075 50765077 50785079 5080 5081 5082 5083 5084 5085 5086 50875088 5089 5090 5091 5092 5093 5094 5095 5096 5097 ST SILT FENCE / TREE PROTECTION FENCE (TYP.) SILT FENCE / TREE PROTECTION FENCE (TYP.) SILT FENCE / TREE PROTECTION FENCE (TYP.)NOTE: LOCATION OF EXISTING BLVD. TREES ALONG WILDFLOWER DRIVE ARE BASED ON AERIAL PHOTOGRAPHY ONLY. LOCATION OF TREES TO BE VERIFIED IN THE FIELD. TREES SHALL BE PRESERVED WHERE POSSIBLE, OR REPLANTED WHERE THEY'RE IMPACTED BY CONSTRUCTION. NOTE: LOCATION OF EXISTING BLVD. TREES ALONG WILDFLOWER DRIVE ARE BASED ON AERIAL PHOTOGRAPHY ONLY. LOCATION OF TREES TO BE VERIFIED IN THE FIELD.TREES SHALL BE PRESERVED WHERE POSSIBLE, OR REPLANTED WHERE THEY'RE IMPACTED BY CONSTRUCTION. CONTRACTOR SHALL RELOCATE EXISTING SMALL EVERGREEN TREES BETWEEN PROPOSED SIDEWALK AND WILDFLOWER DRIVE N: \ 0 0 4 0 4 9 6 . 0 0 \ D W G \ C I V I L \ 0 0 4 0 4 9 6 T P 0 1 . D W G 42 3 PROJECT NUMBER: 0040496.00 LAKE ELMO, MN 05/08/24 CAW JSB CAW © 2 0 2 3 W e s t w o o d P r o f e s s i o n a l S e r v i c e s , I n c . LAKE ELMO TOWNHOMES 8 FINAL TREE PRESERVATION PLAN1289 GRAND AVENUE ST. PAUL, MN 55105 LA K E E L M O T O W N H O M E S 8 12/06/22 5377405/08/24 NICHOLAS T. MEYER AT HOME APARTMENTS, LLC CONSTRUCTION PLANS SHEET NUMBER: VERTICAL SCALE: DATE: PREPARED FOR: OF HORIZONTAL SCALE: DRAWN: CHECKED: DESIGNED:INITIAL ISSUE: REVISIONS: Phone (320) 253-9495 1900 Medical Arts Ave S, Suite 100 Fax (320) 358-2001 Sartell, MN 56377 Toll Free (800) 270-9495 DATE:LICENSE NO. I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED LANDSCAPE ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA 05/08/24 10/31/23 01/18/24 03/08/24 CITY COMMENTS CITY & WATERSHED COMMENTS STREET WIDTH REVISIONS FINAL PLAT & PUD SUBMITTAL 04/04/24 CITY COMMENTS Common Ground Alliance Call 48 Hours before digging: 811 or call811.com 50.000019' 10' OR 5' 0'50'100'150' 1" = 50' DENOTES EXISTING DECIDUOUS TREE TO REMAIN DENOTES EXISTING DECIDUOUS TREE TO BE REMOVED DENOTES EXISTING CONIFEROUS TREE TO REMAIN DENOTES EXISTING CONIFEROUS TREE TO BE REMOVED TREE REPLACEMENT REQUIREMENTS: MET THROUGH PROPOSED TREE REQ. 7.TREE REPLACEMENT CALCULATIONS. THIRTY (30) PERCENT OF THE TOTAL DIAMETER INCHES OF SIGNIFICANT TREES ON THE SITE MAY BE REMOVED WITHOUT REPLACEMENT. ANY PERCENTAGE OVER 30 SHALL BE REPLACED. THE FOLLOWING CALCULATION PROCEDURE MUST BE USED TO DETERMINE TREE REPLACEMENT REQUIREMENTS: A.TALLY THE TOTAL NUMBER OF DIAMETER INCHES OF ALL SIGNIFICANT TREES ON THE SITE. B.A CALCULATION MUST BE PROVIDED WHICH BREAKS OUT THE NUMBER OF INCHES REMOVED FOR HARDWOOD, EVERGREEN/DECIDUOUS, AND COMMON TREES. THE 30%REMOVAL FIGURE APPLIES TO EACH CATEGORY INDIVIDUALLY AND TREES ARE REPLACED ACCORDING TO THE TREE REPLACEMENT SCHEDULE IN SUBSECTION 8. 8.TREE REPLACEMENT SCHEDULE. TREE REMOVALS OVER THE ALLOWABLE TREE REMOVAL LIMIT ON THE PARCEL SHALL BE REPLACED ACCORDING TO THE FOLLOWING SCHEDULE: A.COMMON TREE SPECIES SHALL BE REPLACED WITH NEW TREES AT A RATE OF ONE-FOURTH (1/4) THE DIAMETER INCHES REMOVED. B.CONIFEROUS/EVERGREEN TREE SPECIES SHALL BE REPLACED WITH NEW CONIFEROUS OR EVERGREEN TREES AT A RATE OF ONE-HALF (1/2) THE DIAMETER INCHES REMOVED. SINCE CONIFEROUS SPECIES ARE OFTEN SOLD BY HEIGHT RATHER THAN DIAMETER INCH, THE FOLLOWING CONVERSION FORMULA CAN BE USED: HEIGHT OF REPLACEMENT CONIFEROUS TREE/2 = DIAMETER INCHES OF CREDIT C.HARDWOOD DECIDUOUS TREE SPECIES SHALL BE REPLACED WITH NEW HARDWOOD DECIDUOUS TREES AT A RATE OF (1/2) THE DIAMETER INCHES REMOVED. D.REPLACEMENT TREE SIZE. REPLACEMENT TREES MUST BE A MINIMUM OF ONE (1) INCH IN DIAMETER. 9.SPECIES REQUIREMENT. THE CITY MUST APPROVE ALL SPECIES USED FOR TREE REPLACEMENT. ORNAMENTAL TREES ARE NOT ACCEPTABLE FOR USE AS REPLACEMENT TREES. WHERE TEN OR MORE REPLACEMENT TREES ARE REQUIRED, NOT MORE THAN THIRTY (30) PERCENT OF THE REPLACEMENT TREES SHALL BE OF THE SAME SPECIES OF TREE. NATIVE SPECIES ARE ENCOURAGED, AND HARDINESS AND SALT TOLERANCE SHOULD BE CONSIDERED WHERE APPLICABLE. DEFINITIONS SIGNIFICANT TREE: A HEALTHY TREE MEASURING A MINIMUM OF SIX (6) INCHES IN DIAMETER FOR HARDWOOD DECIDUOUS TREES, 19 FT. IN HEIGHT OR EIGHT (8) INCHES IN DIAMETER FOR CONIFEROUS/EVERGREEN TREES, OR TWELVE (12) INCHES IN DIAMETER FOR COMMON TREES, AS DEFINED HEREIN. NUISANCE TREE: (1) ANY LIVING OR STANDING TREE OR PART THEREOF INFECTED TO ANY DEGREE WITH A SHADE TREE DISEASE (SEE SHADE TREE DISEASE BELOW) OR SHADE TREE PEST; (2) ANY LOGS, STUMPS, BRANCHES, FIREWOOD OR OTHER PART OF DEAD OR DYING TREE(S) INFECTED WITH A SHADE TREE DISEASE OR SHADE TREE PEST UNLESS PROPERLY TREATED; AND (3) ANY STANDING DEAD TREES OR LIMBS WHICH MAY THREATEN HUMAN HEALTH OR PROPERTY. ALSO INCLUDED, ARE NOXIOUS OR INVASIVE TREES SUCH AS BUCKTHORN, BOXELDER, AND COTTONWOOD. TREE INVENTORY REQUIREMENTS LEGEND SF DENOTES SILT FENCE / GRADING & DISTURBANCE LIMIT NOTE: CITY OF LAKE ELMO - 105.12.470 (c) (13) b. - IF AN APPLICANT DAMAGES OR REMOVES A SIGNIFICANT TREE THAT IS INTENDED TO BE PRESERVED TO THE POINT THAT CITY STAFF BELIEVES THE TREE WILL NOT SURVIVE, THE APPLICANT MUST REMIT TO THE CITY A CASH MITGATION, CALCULATED PER DIAMETER INCH OF THE REMOVED OR DAMAGED TREE IN THE AMOUNT SET FORTH IN THE CITY FEE SCHEDULE. N: \ 0 0 4 0 4 9 6 . 0 0 \ D W G \ C I V I L \ 0 0 4 0 4 9 6 T P 0 1 . D W G 42 4 PROJECT NUMBER: 0040496.00 LAKE ELMO, MN 05/08/24 CAW JSB CAW © 2 0 2 3 W e s t w o o d P r o f e s s i o n a l S e r v i c e s , I n c . LAKE ELMO TOWNHOMES 8 FINAL TREE PRESERVATION DATA1289 GRAND AVENUE ST. PAUL, MN 55105 LA K E E L M O T O W N H O M E S 8 12/06/22 5377405/08/24 NICHOLAS T. MEYER AT HOME APARTMENTS, LLC CONSTRUCTION PLANS SHEET NUMBER: VERTICAL SCALE: DATE: PREPARED FOR: OF HORIZONTAL SCALE: DRAWN: CHECKED: DESIGNED:INITIAL ISSUE: REVISIONS: Phone (320) 253-9495 1900 Medical Arts Ave S, Suite 100 Fax (320) 358-2001 Sartell, MN 56377 Toll Free (800) 270-9495 DATE:LICENSE NO. I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED LANDSCAPE ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA 05/08/24 10/31/23 01/18/24 03/08/24 CITY COMMENTS CITY & WATERSHED COMMENTS STREET WIDTH REVISIONS FINAL PLAT & PUD SUBMITTAL 04/04/24 CITY COMMENTS ### ### OR ## TREE INVENTORY DATA FOR PARCEL 1 (EAST) PROVIDED BY WESTWOOD DATA FOR PARCEL 2 (WEST) PROVIDED BY REHDER FORESTRY CONSULTING Common Ground Alliance Call 48 Hours before digging: 811 or call811.com PUG PUG PUG PUG PUG PUG PUG PUG PUG MISC MISC MISC MISC MISC MISC MISC MISC MI S C MI S C MI S C MI S C MI S C MI S C MI S C MI S C MI S C MI S C GAS GAS GAS GAS GAS GAS GAS PU G PU G PU G PU G PU G PU G PU G MI S C MI S C MI S C MI S C MI S C MI S C GA S GA S GA S X X X X X X XX X W A T WAT WAT WAT WAT WAT ST O ST O STO STO STO STO STO STO STO STO SAN SAN SAN SAN SAN WAT WAT WAT WAT WAT WAT WAT WAT WAT SAN SAN SAN WA T WA T WA T WA T WA T SA N SA N SA N SA N WA T PU G PU G PU G PU G PU G PU G S ST S S FO FO S S S WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT GAS LINE MARK SAN SAN SAN SAN SAN SAN SAN SAN SANSANSANSAN SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT ST O ST O ST O ST O ST O ST O ST O ST O ST O STO STO STO STO STO STO WA T WA T WA T WA T WA T WA T WA T WA T WA T WA T WA T STO S SA N ST O STOSTOSTOSTO W A T S S 18 19 20 24 25 29 30 31 34 37 38 39 41 42 43 44 45 47 48 50 51 52 53 57 58 59 60 667475 76 77 78 79 80 81 82 83 84 85 86 87 90 91 92 93 94 95 96 979899 100 101 102 103 104 105 106 107 108 109 110 111 112 113 114 115 116 117 118 119 120 121 122 123 124 125 126 127 128 129 130 131 132 133 134 13 5 136 50625063 5064 5090 5091 5092 5093 5095 5096 5097 ST 21 43 65 2728 24 2 1 2 2 26 25 23 1 9 2 0 1 4 1 3 1 5 1 6 1 7 1 8 8 7 6 5 4 3 2 1 1 2 1 1 1 0 9 20191817 BLOCK 1 BLOCK 2 LOT 1 LOT 1 OUTLOT A WI L D F L O W E R D R I V E N . SUNFLOWER LANE N. 39TH S T R E E T N . 39TH STREET N. 13 14 15 16 P P P PP P P P PP P P 87 P 9 1 0 1 1 1 2 P UPPER 39TH STREET COURT NORTH UPPER 39TH STREET CIRCLE NORTH 2 - MFM 2 - ASB 3 - BHS 3 - MFM 2 - MFM 1 - RVB 5 - BHS 3 - ASB 4" ALUMINUM BLACK EDGER (TYP.) ROCK MULCH 2 - MFM 1 - ASB 4 - RVB 3 - RDL 3 - PSS 2 - BLF 2 - WHP 2 - BLF 2 - BLF 2 - WHP 29 - TEA 2 - BHS 1 - RVB 2 - TRE NOTE: PROPOSED EVERGREEN TREES ALONG THE NORTHERN BUFFER SHOULD BE LOCATED OUTSIDE EXISTING TREE CANOPY NOTE: LOCATION OF EXISTING BLVD. TREES ALONG WILDFLOWER DRIVE ARE BASED ON AERIAL PHOTOGRAPHY ONLY. LOCATION OF TREES TO BE VERIFIED IN THE FIELD.TREES SHALL BE PRESERVED WHERE POSSIBLE, OR REPLANTED WHERE THEY'RE IMPACTED BY CONSTRUCTION. NOTE: LOCATION OF EXISTING BLVD. TREES ALONG WILDFLOWER DRIVE ARE BASED ON AERIAL PHOTOGRAPHY ONLY. LOCATION OF TREES TO BE VERIFIED IN THE FIELD.TREES SHALL BE PRESERVED WHERE POSSIBLE, OR REPLANTED WHERE THEY'RE IMPACTED BY CONSTRUCTION. 5 - BHS 1 - CSO 2 - AFM 1 - RDL 1 - FFM 1 - RDL 1 - FFM 3 - BHS*3 - BHS*3 - WHP* 1 - AFM 1 - CSO 1 - AFM 2 - PPB 2 - PPB 1 - PPB 2 - PPB 1 - CSO 2 - COF 3 - COF 6 - WHP*1 - BHS* 3 - BHS 2 - BHS 2 - BHS* 1 - TEA 5 - TEA 6 - AFM 1 - PSG 1 - PSG 2 - TRE 24 - RPO15 - RPO N: \ 0 0 4 0 4 9 6 . 0 0 \ D W G \ C I V I L \ 0 0 4 0 4 9 6 L P 0 1 . D W G 42 38 PROJECT NUMBER: 0040496.00 LAKE ELMO, MN 05/08/24 CAW JSB CAW © 2 0 2 3 W e s t w o o d P r o f e s s i o n a l S e r v i c e s , I n c . LAKE ELMO TOWNHOMES 8 FINAL LANDSCAPE PLAN 1289 GRAND AVENUE ST. PAUL, MN 55105 LA K E E L M O T O W N H O M E S 8 12/06/22 5377405/08/24 NICHOLAS T. MEYER AT HOME APARTMENTS, LLC CONSTRUCTION PLANS SHEET NUMBER: VERTICAL SCALE: DATE: PREPARED FOR: OF HORIZONTAL SCALE: DRAWN: CHECKED: DESIGNED:INITIAL ISSUE: REVISIONS: Phone (320) 253-9495 1900 Medical Arts Ave S, Suite 100 Fax (320) 358-2001 Sartell, MN 56377 Toll Free (800) 270-9495 DATE:LICENSE NO. I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED LANDSCAPE ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA 05/08/24 10/31/23 01/18/24 03/08/24 CITY COMMENTS CITY & WATERSHED COMMENTS STREET WIDTH REVISIONS FINAL PLAT & PUD SUBMITTAL 04/04/24 CITY COMMENTS Common Ground Alliance Call 48 Hours before digging: 811 or call811.com 50.000019' 10' OR 5' 0'50'100'150' 1" = 50' EXISTING DECIDUOUS TREE TO REMAIN EXISTING CONIFEROUS TREE TO REMAIN DECIDUOUS TREES - 86 MFM 9 MATADOR FREEMAN MAPLE / ACER X FREEMANII 'BAILSTON'2.5" CAL.B&B AS SHOWN H 12` W 7`-8` RPO 39 REGAL PRINCE® OAK / QUERCUS X WAREI 'LONG'2.5" CAL.B&B AS SHOWN H 12`-14` W 4`-5` RVB 6 RIVER BIRCH / BETULA NIGRA 12` HT., CLUMP B&B AS SHOWN H 12` W 7`-8` TRE 4 TRIUMPH™ ELM / ULMUS X 'MORTON GLOSSY'2.5" CAL.B&B AS SHOWN H 12`-14` W 8`-10` EVERGREEN TREES - 91 BHS 20 BLACK HILLS SPRUCE / PICEA GLAUCA 'DENSATA'6` HT.B&B AS SHOWN H 6` W 3`-4` PSS 3 PRAIRIE STATESMAN SWISS STONE PINE / PINUS CEMBRA 'HERMAN'6` HT.B&B AS SHOWN H 6` W 2`-3` CODE QTY COMMON / BOTANICAL NAME SIZE ROOT SPACING O.C. INSTALL SIZE PPB 7 PARKLAND PILLAR BIRCH / BETULA PLATYPHYLLA 'JEFPARK'2.5" CAL.B&B AS SHOWN H 12`-14` W 2`-3` ORNAMENTAL TREES - 7 ASB 6 AUTUMN SPLENDOR BUCKEYE / AESCULUS X ARNOLDIANA 'AUTUMN SPLENDOR'2.5" CAL.B&B AS SHOWN H 10` W 7`-8` H 40`-45` W 25`-30` H 40`-50` W 15`-20` H 40`-50` W 30`-40` H 50`-60` W 35`-40` H 35`-45` W 20`-25` H 25`-30` W 10`-12` MATURE SIZE H 35`-40` W 6`-7` H 25`-35` W 25`-30` TEA 35 TECHNY ARBORVITAE / THUJA OCCIDENTALIS 'TECHNY'6` HT.B&B AS SHOWN H 6` W 2`-3`H 12`-15` W 6`-8` WHP 4 WHITE PINE / PINUS STROBUS 6` HT.B&B AS SHOWN H 6` W 3`-4`H 50`-80` W 25`-40` RDL 5 REDMOND LINDEN / TILIA AMERICANA 'REDMOND'2.5" CAL.B&B AS SHOWN H 12`-14' W 7`-8`H 40`-60` W 25`-35` BLF 6 BALSAM FIR / ABIES BALSAMEA 6` HT.B&B AS SHOWN H 6` W 3`-4`H 30`-40` W 15`-20` AFM 10 ARMSTRONG FREEMAN MAPLE / ACER X FREEMANII 'ARMSTRONG'2.5" CAL.B&B AS SHOWN H 8`-10' W 5`-7'H 45` W 15` COF 5 CONCOLOR FIR / ABIES CONCOLOR 6' HT.B&B AS SHOWN H 6' W 4`-5`H 30`-50` W 20`-25` PSS WHP*9 WHITE PINE / PINUS STROBUS 10' HT.B&B AS SHOWN H 10' W 5`-6`H 50`-80` W 25`-40` CSO 3 CRIMSON SPIRE OAK / QUERCUS X 'CRIMSCHMIDT'2.5" CAL.B&B AS SHOWN H 12` W 5`-6`H 40`-45` W 10`-15` FFM 2 FALL FIESTA MAPLE / ACER SACHHARUM 'BAILSTA'2.5" CAL.B&B AS SHOWN H 12` W 7`-8`H 50`-75` W 50` BHS*9 BLACK HILLS SPRUCE / PICEA GLAUCA 'DENSATA'10' HT.B&B AS SHOWN H 10' W 5`-6`H 35`-45` W 20`-25` PSG 2 PRINCETON SENTRY GINKGO / GINKGO BILOBA 'PRINCETON SENTRY'2.5" CAL.B&B AS SHOWN H 12`-14' W 4`-5`H 40`-50` W 15`-20` FINAL PLANT SCHEDULE ABBREVIATIONS: B&B = BALLED AND BURLAPPED CAL. = CALIPER HT. = HEIGHT MIN. =MINIMUM O.C. = ON CENTER SP. = SPREAD QTY .= QUANTITY CONT. = CONTAINER * = DIFFERENCE IN SIZE WHEN ONE SPECIEIS IS USED TWICE NOTE: QUANTITIES ON PLAN SUPERSEDE LIST QUANTITIES IN THE EVENT OF A DISCREPANCY. 1.TREE LOCATIONS AND SPACING ARE SUBJECT TO CHANGE BASED ON CONSTRUCTED PARKING LOT, SIDEWALK, AND UTILITY LOCATIONS. 2.FRONT YARD TREES SHALL BE PLANTED MIN 12' FROM BACK OF CURB OR SIDEWALK IN A LOCATION THAT DOES NOT INTERFERE WITH INDIVIDUAL SEWER, WATER CONNECTIONS, AND EASEMENTS. 3.NO PLANTING WILL BE INSTALLED UNTIL ALL GRADING AND CONSTRUCTION HAS BEEN COMPLETED IN THE IMMEDIATE AREA. 4.DECIDUOUS TREES SHOULD BE LOCATED A MINIMUM OF 5' OFF ANY UTILITY PIPE AND CONIFEROUS TREES TREES SHOULD BE LOCATED A MINIMUM OF 15' OFF ANY UTILITY PIPE. 5.NO TREE SHOULD BE LOCATED WITHIN 10' OF A HYDRANT OR 15' FROM A STREETLIGHT. 6.NO DECIDUOUS TREE WITHIN 5' OF A SIDEWALK OR TRAIL AND NO CONIFEROUS TREES WITHIN 15' OF A PROPOSED SIDEWALK OR TRAIL. 7.ALL PLANTING BEDS SHALL HAVE DRIP OR SPRAY-HEAD IRRIGATION. ALL TURF AREAS TO HAVE SPRAY OR ROTOR IRRIGATION. 8.SEE SHEET 22 FOR OFF-SITE TOPSOIL STOCK PILE PLAN 9.PER THE CITY OF LAKE ELMO'S STANDARD LANDSCAPE PLAN NOTES, NOTE #4, ALL TREES SHOULD BE FIELD SURVEYED AND STAKED PRIOR TO PLANTING TO CONFIRM PLACEMENT OUTSIDE OF EASEMENTS AND ENCROACHMENTS. GENERAL NOTES LANDSCAPING REQUIRED: 136 TREES OVERALL PROJECT REQUIREMENT 38 TREES * FIVE TREES PER ACRE X TOTAL SITE ACRE (7.57 AC) STREET TREE REQUIREMENT 39 TREES * ONE TREE PER 50 LINEAR FEET OF STREET (1,910 LF) BUFFER TREE REQUIREMENT (NORTHERN BUFFER ONLY) 23 TREES * ONE TREE PER 40 LINEAR FEET BETWEEN THE DEVELOPMENT AND LESS INTENSIVE USES (895 LF) TREE REPLACEMENT REQUIREMENT 36 TREES * PLEASE SEE SHEET 4 FOR THE TREE REPLACEMENT CALCULATIONS TOTAL LANDSCAPING PROVIDED: 184 TREES * OVERSTORY DECIDUOUS STREET TREES 39 TREES * OVERSTORY DECIDUOUS TREES 47 TREES * EVERGREEN TREES 91 TREES * ORNAMENTAL TREES 7 TREES LANDSCAPE REQUIREMENTS LANDSCAPE PROVISIONS EVERGREEN TREE ORNAMENTAL TREE DECIDUOUS OVERSTORY TREE PLANTING LEGEND EDGER GROUNDCOVER LEGEND * ALL STREET BOULEVARDS TO BE SODDED. * ALL DISTURBED AREAS TO BE SODDED UNLESS NOTED OTHERWISE. DENOTES MESIC PRAIRIE SOUTHEAST NATIVE MIX (35-641) TOTAL AREA (0.2 AC) DENOTES STORMWATER SOUTH & WEST NATIVE MIX (33-261) TOTAL AREA (0.4 AC) ROCK MULCH 2-1 2"GREY DRESSER TRAP ROCK DECIDUOUS OVERSTORY STREET TREE 0 1 21 3 2728 26 012 3 4 8 7 6 5 4 3 2 1 1 2 1 1 1 0 9 20191817 13 14 15 16 936.10 936.10 936.10938.25939.60 9 4 2 . 0 0 9 4 2 . 0 0 939.60 938.25 939.25939.25 94 2 . 0 0 94 2 . 0 0 P P P P P P P H W L HWL HW L H W L H W L HWLHWLHWL HW L HW L HW L HW L HW L H W L HWL HWL HWL HWL HWLHWL HWL HWL HWL HWL H W L GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GA S GA S GA S GA S GA S GA S GA S GA S G A S X XX X X X X X X 39TH STREET N. ST S S WI L D F L O W E R D R I V E (P U B L I C R I G H T O F W A Y ) GAS LINE MARK S S 18 19 20 24 25 29 30 31 34 37 38 39 41 42 43 44 45 47 48 50 51 52 53 57 58 59 60 667475 76 77 78 79 80 81 82 83 84 85 86 87 90 91 92 93 94 95 96 97 9899 100 101 102 103 104 105 106 107 108 109 110 111 112 113 114 115 116 117 118 119 120 121 122 123 124 125 126 127 128 129 130 131 132 133 134 13 5 136 25' 60 ' R. O . W . 28 ' F- F 15' 58 ' 50' 75 ' 13.21' 33' 2 9 ' 6' WIDE CONC. SIDEWALK (TYP.) 5' WIDE CONC. SIDEWALK 4-PLEX PATIO HOME (TYP.) 28 ' F- F 60 ' R. O . W . 25 ' 54'34' WIDE MAX. DRIVEWAY AT ROW 50' 25 ' 6' WIDE CONC. SIDEWALK (TYP.) SURMOUNTABLE CURB & GUTTER CONCRETE PED RAMP UPPER 39TH ST CT N INFILTRATION BASIN LIGHT POLE (TYP.) 34' HYDRANT (TYP.) 6' WIDE CONC. SIDEWALK (TYP.) 1' OFF R.O.W. WITH 2.0% CROSS SLOPE TOWARDS ROAD POND 100-YR HWL 1 1 1 1 1 MONUMENT SIGN LOCATION DIMENSIONS TO BE DESIGNED AT A LATER DATE 10' 5' M I N S E P A R A T I O N T Y P . 40 ' M A X WI D T H T Y P . 26' R4 4 ' R60 ' 1 8' WIDE BICYCLE PEDESTRIAN PATH (TYP.) 0.5' OFF R.O.W. WITH 2.0% CROSS SLOPE TOWARDS ROAD 10' WIDE TURN LANE (TYP.) WITH 2.5% CROSS SLOPE CONCRETE PED RAMP 70' R.O.W. 60' R.O.W. 30' DRAINAGE & UTILITY EASEMENT 30' DRAINAGE & UTILITY EASEMENT 30' DRAINAGE & UTILITY EASEMENT 31' DRAINAGE & UTILITY EASEMENT 30' DRAINAGE & UTILITY EASEMENT 30' DRAINAGE & UTILITY EASEMENT 10' SEE CITY DETAIL 510 FOR SIDEWALK SECTION SIDEWALK CONSTRUCTED 1' OFF R.O.W. P P S ST 58 59 60 SUNFLOWER LANE WI L D F L O W E R D R I V E 12' 6' 10' 18' 21' SEE CITY DETAIL 510 FOR SIDEWALK SECTION SIDEWALK CONSTRUCTED 1' OFF R.O.W. BLOCK 2 OUTLOT TABLE OUTLOT A GROSS AREAUSEOWNERSHIP STORMWATER CITY 25,156 SF/0.58 AC ·EXISTING ZONING VMX, VILLAGE MIXED USE ·PROPOSED ZONING PUD ·GROSS SITE AREA 329,506 SF (7.56 AC) STREET R.O.W.1.38 AC EXISTING UTILITY EASEMENTS 0.71 AC ·NET SITE AREA 5.47 AC ·DEVELOPMENT SUMMARY TWIN HOMES 10 UNITS 4-PLEX TOWNHOMES 32 UNITS 6-PLEX TOWNHOMES:6 UNITS TOTAL UNITS 48 ·PARKING RATIO REQUIREMENT CITY OF LAKE ELMO MULTI-FAMILY 2 SPACES / UNIT VISITOR 1 SPACE / 4 UNITS MULTI-FAMILY (48*2)96 SPACES VISITOR (48/4)12 SPACES PARKING REQUIRED 108 SPACES ·PARKING PROVIDED 192 SPACES GARAGE PARKING (2/UNIT)96 SPACES DRIVEWAY PARKING (2/UNIT)96 SPACES ·COMMON OPEN SPACE CITY OF LAKE ELMO V-MDR (MEDIUM DENSITY RESIDENTIAL)300 SF / UNIT V-HDR (HIGH DENSITY RESIDENTIAL)200 SF / UNIT MAX REQUIRED (48*300)14,400 SF PROVIDED 94,388 SF SITE DEVELOPMENT DATA MINIMUM LOT WIDTH -75'/BLDG75'/BLDG 75*5=375 75*9=675 PATIOS ±3,120 SF 3,768 SF 6,888 SF 25' 10' 25' 10' OPEN SPACE* GREEN SPACE ± 34,950 SF (33.1%) 62,595 SF (59.4%) 37,230 SF (26.9%) 76,504 SF (55.2%) 97,336 SF (36.2%) 164,255 SF (61.0%) N: \ 0 0 4 0 4 9 6 . 0 0 \ D W G \ C I V I L \ 0 0 4 0 4 9 6 S P 0 1 . D W G 42 5 PROJECT NUMBER: 0040496.00 LAKE ELMO, MN 05/08/24 CAW JSB CAW © 2 0 2 3 W e s t w o o d P r o f e s s i o n a l S e r v i c e s , I n c . LAKE ELMO TOWNHOMES 8 SITE PLAN 1289 GRAND AVENUE ST. PAUL, MN 55105 LA K E E L M O T O W N H O M E S 8 12/06/22 5483205/08/24 JOHN S. BLENKER AT HOME APARTMENTS, LLC CONSTRUCTION PLANS SHEET NUMBER: VERTICAL SCALE: DATE: PREPARED FOR: OF HORIZONTAL SCALE: DRAWN: CHECKED: DESIGNED:INITIAL ISSUE: REVISIONS: Phone (320) 253-9495 1900 Medical Arts Ave S, Suite 100 Fax (320) 358-2001 Sartell, MN 56377 Toll Free (800) 270-9495 DATE:LICENSE NO. I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA 05/08/24 10/31/23 01/18/24 03/08/24 CITY COMMENTS CITY & WATERSHED COMMENTS STREET WIDTH REVISIONS FINAL PLAT & PUD SUBMITTAL 04/04/24 CITY COMMENTS Common Ground Alliance Call 48 Hours before digging: 811 or call811.com 30.000002' 6' OR 3' 0'30'60'90' 1" = 30' LOT AREA LOT STANDARDS REQUIRED LOT WIDTH PROVIDED LOT WIDTH IMPERVIOUS COVERAGE DRIVEWAY ± HOMES ± SETBACKS FRONT SIDE INTERIOR LOT SIDE CORNER LOT REAR STANDARD BLOCK 1, LOT 1 BLOCK 2, LOT 1 TOTAL 105,464 SF/2.42 AC 138,583 SF/3.18 AC 269,203 SF/6.18 AC 1,140'770' 25' 10' 25' 10' 40.6% 28,185 SF 11,564 SF 44.8% 42,635 SF 15,676 SF 39.0% 70,820 SF 27,240 SF - - - - - - OUTLOT A 25,156 SF (100%) 25,156 SF/0.58 AC 0% - - - - - - 25,156 SF (100%) - - - - - *OPEN SPACE AVAILABLE TO RESIDENTS FOR RECREATIONAL PURPOSES OUTSIDE OF ROW AND PROTECTED AS OPEN SPACE PROPERTY LINE SETBACK LINE EASEMENT LINE CURB AND GUTTER LOT LINE POND NORMAL WATER LEVEL EXISTING PROPOSED SITE LEGEND INSET (1" = 30') 1 CATCH BASIN HIGH WATER LINE (REFERENCE TABLE ON SHEET 19) SITE KEYNOTES1 BITUMINOUS PAVEMENT CONCRETE PAVEMENT CONCRETE SIDEWALK SEE INSET FO R R E F E R E N C E O N L Y 0 1 2 3 4 5 6 21 43 65 2728 24 2 1 2 2 26 25 23 1 9 2 0 1 4 1 3 1 5 1 6 1 7 1 8 01 936.10 935.50 935.00 936.10 9 3 3 . 0 0 9 3 3 . 2 5 936.10 9 3 3 . 0 0 935.25 P P P P P P P 87 934.50 P 9 1 0 1 1 1 2 9 3 4 . 2 5 9 3 4 . 2 5 P HW L HWL HW L H W L H W L H W L HWLHWLHWL HW L HW L HW L HW L HW L H W L HWL HWL HWL HWL HWL HW L H W L HWLHWL HWL HWL HWL HWL H W L HWL H W L HW L ST S S FO FO S S S WI L D F L O W E R D R I V E 39TH S T R E E T N O R T H (PUB L I C R I G H T O F W A Y ) (P U B L I C R I G H T O F W A Y ) GAS LINE MARK C O M M O N E L E M E N T 60 95 96 FOR R E F E R E N C E O N L Y 2 5 ' 25' 60 ' R. O . W . 28 ' F- F 15' 58 ' 50' 11' 1 5 0 ' 58' 2 5 ' 15' 75 ' 69 ' 52' 17' 2 6 ' 69' 2 0 ' 25 ' 31' TWIN HOME (TYP.) 4-PLEX PATIO HOME (TYP.) 6-PLEX PATIO HOME (TYP.) 6' WIDE CONC. SIDEWALK (TYP.) 5' WIDE CONC. SIDEWALK 54' 50' 25 ' 6' WIDE CONC. SIDEWALK (TYP.) SURMOUNTABLE CURB & GUTTER CONCRETE PED RAMP INFILTRATION BASIN LIGHT POLE (TYP.) 34' WIDE MAX. DRIVEWAY AT ROW 6' WIDE CONC. SIDEWALK (TYP.) 1' OFF R.O.W. WITH 2.0% CROSS SLOPE TOWARDS ROAD CATCH BASIN HIGH WATER CONTOUR (CONTAINED IN STRUCTURE IF NOT SHOWN) POND 100-YR HWL 1 1 1 1 1 MONUMENT SIGN LOCATION DIMENSIONS TO BE DESIGNED AT A LATER DATE R4 4 ' R 6 0 ' 2 6 ' 69' 34' AT CURB & ROW TYP. 26' 2 4 ' 2 8 ' 4 0 ' M A X W I D T H T Y P . 1 1 UPPER 39TH ST CT N 8' WIDE BICYCLE PEDESTRIAN PATH (TYP.) 0.5' OFF R.O.W. WITH 2.0% CROSS SLOPE TOWARDS ROAD 10' WIDE TURN LANE (TYP.) WITH 2.5% CROSS SLOPE CONCRETE PED RAMP 70' R.O.W. 60' R.O.W. 30' DRAINAGE & UTILITY EASEMENT 30' DRAINAGE & UTILITY EASEMENT 30' DRAINAGE & UTILITY EASEMENT 30' DRAINAGE & UTILITY EASEMENT 26' DRAINAGE & UTILITY EASEMENT 10' SEE CITY DETAIL 510 FOR SIDEWALK SECTION SIDEWALK CONSTRUCTED 1' OFF R.O.W. 3 0 ' N: \ 0 0 4 0 4 9 6 . 0 0 \ D W G \ C I V I L \ 0 0 4 0 4 9 6 S P 0 1 . D W G 42 6 PROJECT NUMBER: 0040496.00 LAKE ELMO, MN 05/08/24 CAW JSB CAW © 2 0 2 3 W e s t w o o d P r o f e s s i o n a l S e r v i c e s , I n c . LAKE ELMO TOWNHOMES 8 SITE PLAN 1289 GRAND AVENUE ST. PAUL, MN 55105 LA K E E L M O T O W N H O M E S 8 12/06/22 5483205/08/24 JOHN S. BLENKER AT HOME APARTMENTS, LLC CONSTRUCTION PLANS SHEET NUMBER: VERTICAL SCALE: DATE: PREPARED FOR: OF HORIZONTAL SCALE: DRAWN: CHECKED: DESIGNED:INITIAL ISSUE: REVISIONS: Phone (320) 253-9495 1900 Medical Arts Ave S, Suite 100 Fax (320) 358-2001 Sartell, MN 56377 Toll Free (800) 270-9495 DATE:LICENSE NO. I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA 05/08/24 10/31/23 01/18/24 03/08/24 CITY COMMENTS CITY & WATERSHED COMMENTS STREET WIDTH REVISIONS FINAL PLAT & PUD SUBMITTAL 04/04/24 CITY COMMENTS Common Ground Alliance Call 48 Hours before digging: 811 or call811.com 30.000008' 6' OR 3' 0'30'60'90' 1" = 30' 1 CATCH BASIN HIGH WATER LINE (REFERENCE TABLE ON SHEET 19) SITE KEYNOTES1 PROPERTY LINE SETBACK LINE EASEMENT LINE CURB AND GUTTER LOT LINE POND NORMAL WATER LEVEL EXISTING PROPOSED SITE LEGEND BITUMINOUS PAVEMENT CONCRETE PAVEMENT CONCRETE SIDEWALK CONSTRUCTION SEQUENCING NOTES 1.ALL MATERIAL SUPPLY AND STORAGE, AND CONSTRUCTION STAGING TO BE LIMITED TO THE APPLICABLE EAST AND WEST SIDE CONSTRUCTION ACTIVITIES. 2.WILDFLOWER DRIVE ACCESS TO ADJACENT NEIGHBORHOODS MUST REMAIN UNOBSTRUCTED BY THE CONSTRUCTION ACTIVITIES TO THE GREATEST FEASIBLE EXTENT. 3.NO HAULING MATERIALS, EQUIPMENT, OR ALLOWING WORKER PARKING, ETC. BETWEEN WEST AND EAST SITE WILL BE PERMITTED. 4.ALL UTILITY AND STREET REMOVALS, RELOCATIONS, AND INSTALLATION WITHIN THE WILDFLOWER DRIVE RIGHT-OF-WAY SHALL BE CONSTRUCTED IN A SINGLE PHASE AND COMPLETED PRIOR TO STREET OR UTILITY WORK ONSITE. THE STREET SHALL BE RESTORED UP TO THE BASE COURSE BEFORE ANY WORK CAN BEGIN ONSITE (WEST & EAST PARCELS), WITH THE EXCEPTION OF REMOVALS AND GRADING. PUG PUG PUG PUG PUG PUG PUG PUG PUG PUG PUG PUG PUG PUG PUG PUG MISC MISC MISC MISC MISC MISC MISC MISC MISC MISC MISC MISC MISC MISC MI S C MI S C MI S C MI S C MI S C MI S C MI S C MI S C MI S C MI S C MI S C MI S C MI S C MI S C MI S C MI S C GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS P U G PU G PU G PU G PU G PU G PU G PU G PU G PU G PU G PU G MISC MI S C MI S C MI S C MI S C MI S C MI S C MI S C MI S C MI S C MI S C GA S GA S GA S GA S GA S GA S GA S GA S G A S X XX X X X X X ST O STO STO STO STO STO STO STO STO STO STO STO STO STO STO STO STO PU G PU G PU G PU G PU G PU G PU G PU G PU G PU G PU G PU G ST S S ST O ST O ST O ST O ST O ST O ST O ST O ST O ST O ST O ST O ST O ST O ST O ST O S T O STO STO STO STOSTOSTOSTO ST O STO S S 18 19 20 24 25 29 38 39 41 48 50 53 57 58 667475 76 77 78 79 80 81 82 83 84 85 86 87 90 91 92 93 94 95 96 97 9899 100 101 102 103 104 105 106 107 108 109 110 111 112 113 114 115 116 117 118 119 120 121 122 123 124 125 126 127 128 129 130 131 132 133 134 13 5 136 FOR R E F E R E N C E O N L Y 93 0 93 5 935935 940 94 0 94 0 929 93 1 932 932 93 3 93 3 93 4 9 3 4 936 936 9 3 7 93 7 937 937 93 8 93 8 938 938 93 9 93 9 939 939 939 94 1 94 1 94 1 93 5 93 4 93 6 934 21 2728 012 3 4 8 7 6 5 4 3 2 1 1 2 1 1 1 0 9 20191817 13 14 15 16 936.10 936.10938.25939.60 9 4 2 . 0 0 9 4 2 . 0 0 939.60 938.25 939.25939.25 94 2 . 0 0 94 2 . 0 0 P P P P P P H W L HWL HW L HWLHWLHWL HW L HW L HW L HW L HW L H W L HWL HWL HWL HWLHWL HWL HWL HWL HWL H W L 9 2 4 936 93 6 935 940 9 4 0 936 936 937 937 937 937 938 938 938 938 939 9 3 9 939 941 941 941 94 1 942 942 94 2 94 2 93 5 9 4 0 93 6 93 7 93 8 93 9 9 3 9 9 3 9 9 4 1 9 4 2 938.56 937.84 937.71 937.44 934.58 934.57937.42 937.42 934.60 934.58 E.O.F. 930.00 939.68 939.47 938.11 937.71 934.85 935.28 934.81 937.15 936.55 935.83 938.15 929.61929.29 934.72 935.71 938.11 929.29 929.60 938.00 935.54 935.44935.56 936.55 937.15 939.68 939.47 937.71 E.O.F. 935.61 935.28 934.81 E.O.F. 938.40 E.O.F. 935.01 2.25% 2.45% E.O.F. 940.13 933.85 938.74 E.O.F. 935.41 933.33 936.11 2. 8 4 % 2.20% 2. 2 0 % 2. 2 0 % 935 9 3 6 9 3 7 934.65 939.84 2.20% 2 . 2 0 % 938.78 935.67 935.05939.75 937.08 2.20%2.40% 2.40% E.O.F. 937.90 E.O.F. 935.97 933.43 933.43 938.48 938.71 938.88 2 . 4 5 % 2.0 3 % 935.40 2. 4 1 % 2. 3 9 % 2.20%935 936937938 935 935.51 935.45 935.62 E.O.F. 934.97 934.93 935.67938.03 937.00 936.80 936.10 25 . 0 0 % 25.00% 16 . 9 2 % 2 3 . 9 6 % 30.95 % ST INFILTRATION BASIN TOP = 931.00 EOF = 930.00 HWL = 929.18 BOT = 924.00 SB-9 SB-13 SB-8 SB-7 SB-14SB-15 SF SF SF SFSFSFSFSFSFSFSFSFSF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF S F SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SFSF SF SF SF SF SF SF SF SF SF SF SF SF SF S F S F CORNER OF BUILDING TO HAVE EXPOSED FOUNDATION UPPER 39TH ST CT N BASIN TIE IN SLOPES 4:1 RIP RAP OVERFLOW MI S C S ST ST O STOSTO 60 937 935 937.15 938.15938.00 937.15 939.64 938.77 938.33 935.98 940.00 SF 940 936 937 938 939 936 93 7 93 8 93 9 N: \ 0 0 4 0 4 9 6 . 0 0 \ D W G \ C I V I L \ 0 0 4 0 4 9 6 G D 0 1 . D W G 42 18 PROJECT NUMBER: 0040496.00 LAKE ELMO, MN 05/08/24 CAW JSB CAW © 2 0 2 3 W e s t w o o d P r o f e s s i o n a l S e r v i c e s , I n c . LAKE ELMO TOWNHOMES 8 GRADING & DRAINAGE PLAN1289 GRAND AVENUE ST. PAUL, MN 55105 LA K E E L M O T O W N H O M E S 8 12/06/22 5483205/08/24 JOHN S. BLENKER AT HOME APARTMENTS, LLC CONSTRUCTION PLANS SHEET NUMBER: VERTICAL SCALE: DATE: PREPARED FOR: OF HORIZONTAL SCALE: DRAWN: CHECKED: DESIGNED:INITIAL ISSUE: REVISIONS: Phone (320) 253-9495 1900 Medical Arts Ave S, Suite 100 Fax (320) 358-2001 Sartell, MN 56377 Toll Free (800) 270-9495 DATE:LICENSE NO. I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA 05/08/24 10/31/23 01/18/24 03/08/24 CITY COMMENTS CITY & WATERSHED COMMENTS STREET WIDTH REVISIONS FINAL PLAT & PUD SUBMITTAL 04/04/24 CITY COMMENTS Common Ground Alliance Call 48 Hours before digging: 811 or call811.com 30.000015' 6' OR 3' 0'30'60'90' EXISTING PROPOSED GRADING LEGEND GRADING & DRAINAGE NOTES PROPERTY LINE 982 980 EMERGENCY OVERFLOW SB-19 SOIL BORING LOCATION STO STORM SEWER TREE LINE INDEX CONTOUR INTERVAL CONTOUR982 980 SPOT ELEVATION PROPOSED GRADE SB-19 RETAINING WALL (MODULAR BLOCK) GRADING LIMITSGL 1.ALL CONTOURS AND SPOT ELEVATIONS ARE SHOWN TO FINISHED SURFACE/GUTTER GRADES UNLESS OTHERWISE NOTED. 2.REFER TO THE SITE PLAN/RECORD PLAT FOR MOST CURRENT HORIZONTAL SITE DIMENSIONS AND LAYOUT. 3.THE CONTRACTOR SHALL VERIFY THE LOCATION AND ELEVATION OF EXISTING UTILITIES AND TOPOGRAPHICAL FEATURES WITH THE OWNERS AND FIELD-VERIFY PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OF ANY DISCREPANCIES OR VARIATIONS FROM PLAN. 4.ALL CONSTRUCTION SHALL CONFORM TO LOCAL RULES. 5.POSITIVE DRAINAGE FROM THE SITE MUST BE PROVIDED AT ALL TIMES. 6.SEE SHEET 8 FOR CITY DETAILS 600A, 600B, 600C, AND 600D, GOVERNING PROJECT NOTES FOR GRADING, EROSION CONTROL AND SITE RESTORATION. CITY STANDARD PLAN NOTES SHALL GOVERN IN CASE OF CONFLICT WITH ALL OTHER NOTES. 7.LOW FLOOR ELEVATIONS MUST BE A MINIMUM OF 1-FT ABOVE EOF ELEVATIONS IN AS-BUILD CONDITIONS 0.00% 900.00 900.00 E.O.F. HIGH/LOW POINTHP/LP 900.00 CL-CL ELEVATIONCL-CL 900.00 POND NORMAL WATER LEVEL POND AND CATCH BASIN MAINTENANCE ACCESS DO NOT DISTURBDND 10 ' 5' 5' 10' 25 ' 30 ' 5' LAST REVISED: 08/15/17TYPICAL LOT GD24 991.0 21 DRAINAGE & UTILITY EASEMENT FRONT BUILDING SETBACK BUILDING SETBACK LINE LOT NUMBER REAR BUILDING SETBACK LOT LINE SIDE BUILDING SETBACK TO GARAGE SIDE BUILDING SETBACK TO LIVING AREA ROAD RIGHT-OF-WAYGROUND GRADE AT GARAGE DOOR GROUND GRADE AT LOW FLOOR GROUND GRADE AT LOW OPENING P P = PATIO-HOME SILT FENCE & TREE PROTECTION FENCESF (1" = 20') SEE INSET 6' WIDE CONC. SIDEWALK (TYP.) WITH 2.0% CROSS SLOPE TOWARDS ROAD INSET SEE SHEET 33 FOR TURN LANE CONSTRUCTION HWL CATCH BASIN HIGH WATER LINE (REFERENCE TABLE ON SHEET 19) SEE SHEET 33 FOR TURN LANE CONSTRUCTION PUG PUG PUG MISC MISC MISC MI S C MI S C MI S C MI S C MI S C MI S C MI S C MI S C MI S C MI S C MI S C MI S C MI S C MI S C MI S C MI S C GAS STO STO PU G PU G PU G PU G PU G PU G PU G PU G PU G PU G PU G PU G ST S S FO S S S ST O ST O ST O ST O ST O ST O ST O ST O ST O ST O ST O ST O ST O ST O ST O ST O S T O STO STO STO STO S T O STO STO STO STO STO STOSTOSTOSTO ST O STO STOSTOSTOSTOSTOSTOSTO 57 58 59 60 94 95 96 97 98 13 5 136 FOR R E F E R E N C E O N L Y 93 0 93 5 929 93 1 932 93 3 93 4 936 937 9 3 0 9 2 9 9 3 1 9 3 2 9 3 3 93 0 93 5 93 1 93 2 93 3 93 4 93 6 935 934 936 0 1 2 3 4 5 6 21 43 65 2728 24 2 1 2 2 26 25 23 1 9 2 0 1 4 1 3 1 5 1 6 1 7 1 8 2 1 20 936.10 935.50 935.00 936.10 9 3 3 . 0 0 9 3 3 . 2 5 936.10 9 3 3 . 0 0 938.25 939.25 935.25 P P P P P P P 87 934.50 P 9 1 0 1 1 1 2 9 3 4 . 2 5 9 3 4 . 2 5 P HW L HWL HW L H W L H W L H W L HWLHWLHWL HW L HW L HW L HW L HW L H W L HWL HWL HWL HWL HWL HW L H W L HWLHWL HWL HWL HWL HWL H W L HWL H W L HW L 9 2 5 9 3 0 9 3 5 9 2 4 9 2 6 9 2 7 9 2 8 9 2 9 9 3 1 931 9 3 1 9 3 1 9 3 1 9 3 2 9 3 2 9 3 2 9 3 3 933 933 9 3 3 934 93 4 93 4 9 3 4 9 3 4 936 93 6 93 2 9 3 2 9 3 3 935 931931 931 9 3 1 9 3 2 932933934 93 5 93 6 93 7 93 8 934.58 934.57 931.24 931.25 930.09 929.82 934.60 934.58 930.70 E.O.F. 930.00 934.85 935.28 934.81 937.15 936.55 935.83 938.15 933.39 930.85 930.68 929.13 929.61929.29 934.72 935.71 929.29 929.60 929.13 930.68 930.85 933.39 938.00 935.54 935.44935.56 936.55 937.15 E.O.F. 935.61 935.28 934.81 E.O.F. 930.68 E.O.F. 930.68 E.O.F. 935.01 933.85 E.O.F. 930.98 934.15 930.12 930.13 E.O.F. 931.43 930.55 930.47 932.95 934.87 934.42 934.86 933.93 932.24 E.O.F. 935.41 933.33 932.20 932.89 932.89 2. 2 0 % 935 9 3 6 9 3 7 934.65 2.20% 2 . 2 0 % 935.67 E.O.F. 931.51 9 3 1 93 1 93 2 9 3 1 9 3 1 9 3 2 9 3 2 93 3 932.17 932.00 E.O.F. 935.97 929.49 929.49 932.46 932.93 933.43 933.43 929.41 929.73 932.20 930.95 934.00934.50935.40 2. 1 5 % 2.3 0 % 2.0 3 % 2. 1 2 % 935.40 2. 4 1 % 2.01%2.29% 2. 4 8 % 2. 1 9 % 2. 1 1 % E.O.F. 931.43 2 . 1 0 % 2 . 1 0 % 2 . 1 0 % 2. 3 9 % 929.93 2. 2 0 % 935 935 9 3 2 933 934 935.51 935.45 935.62 E.O.F. 934.97 934.93 935.67 937.00 936.80 936.10 939.64 938.77 930.12 25 . 0 0 % 25.00% 5 . 9 5 % 13.89% 13.9 0 % 14 . 2 3 % ST INFILTRATION BASIN TOP = 931.00 EOF = 930.00 HWL = 929.18 BOT = 924.00 SB-1 SB-2 SB-3 SB-12 SB-4 SB-5 SB-6 SB-10 SB-11 SB-16SB-9 SB-13 SB-8 SB-7 SB-14 SF SF SF SFSF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF S F SF SF S F S F S F S F S F S F S F S F S F SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SFSF SF SF SF SF SF SF SF SF SF SF SF SF SF S F S F 940 936 937 938 939 UPPER 39TH ST CT N UPPER 39TH ST CT N BASIN TIE IN SLOPES 4:1 RIP RAP OVERFLOW N: \ 0 0 4 0 4 9 6 . 0 0 \ D W G \ C I V I L \ 0 0 4 0 4 9 6 G D 0 1 . D W G 42 19 PROJECT NUMBER: 0040496.00 LAKE ELMO, MN 05/08/24 CAW JSB CAW © 2 0 2 3 W e s t w o o d P r o f e s s i o n a l S e r v i c e s , I n c . LAKE ELMO TOWNHOMES 8 GRADING & DRAINAGE PLAN1289 GRAND AVENUE ST. PAUL, MN 55105 LA K E E L M O T O W N H O M E S 8 12/06/22 5483205/08/24 JOHN S. BLENKER AT HOME APARTMENTS, LLC SHEET NUMBER: VERTICAL SCALE: DATE: PREPARED FOR: OF HORIZONTAL SCALE: DRAWN: CHECKED: DESIGNED:INITIAL ISSUE: REVISIONS: Phone (320) 253-9495 1900 Medical Arts Ave S, Suite 100 Fax (320) 358-2001 Sartell, MN 56377 Toll Free (800) 270-9495 DATE:LICENSE NO. I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA 05/08/24 10/31/23 01/18/24 03/08/24 CITY COMMENTS CITY & WATERSHED COMMENTS STREET WIDTH REVISIONS FINAL PLAT & PUD SUBMITTAL 04/04/24 CITY COMMENTS Common Ground Alliance Call 48 Hours before digging: 811 or call811.com ########## ## OR ## CONSTRUCTION PLANS 0'30'60'90' GRADING & DRAINAGE NOTES 1.ALL CONTOURS AND SPOT ELEVATIONS ARE SHOWN TO FINISHED SURFACE/GUTTER GRADES UNLESS OTHERWISE NOTED. 2.REFER TO THE SITE PLAN/RECORD PLAT FOR MOST CURRENT HORIZONTAL SITE DIMENSIONS AND LAYOUT. 3.THE CONTRACTOR SHALL VERIFY THE LOCATION AND ELEVATION OF EXISTING UTILITIES AND TOPOGRAPHICAL FEATURES WITH THE OWNERS AND FIELD-VERIFY PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OF ANY DISCREPANCIES OR VARIATIONS FROM PLAN. 4.ALL CONSTRUCTION SHALL CONFORM TO LOCAL RULES. 5.POSITIVE DRAINAGE FROM THE SITE MUST BE PROVIDED AT ALL TIMES. 6.SEE SHEET 8 FOR CITY DETAILS 600A, 600B, 600C, AND 600D, GOVERNING PROJECT NOTES FOR GRADING, EROSION CONTROL AND SITE RESTORATION. CITY STANDARD PLAN NOTES SHALL GOVERN IN CASE OF CONFLICT WITH ALL OTHER NOTES. 7.4:1 MAX SLOPES IN DRAINAGE AND UTILITY EASEMENTS Common Ground Alliance Call 48 Hours before digging: 811 or call811.com 202 STRUCTURE LOW POINT CATCH BASIN HWL NUMBER RIM ELEV.SIZE INLET 100-YR HWL* 929.98 72"930.28 203 929.67 48"929.94 205 930.31 48"930.38 206 929.96 48"930.11 207 929.97 48"930.35 208 929.99 48"930.32 302B 933.18 27"933.29 303 934.36 48"934.76 303A 934.36 48"934.73 303B 934.52 27"934.66 10 ' 5' 5' 10' 25 ' 30 ' 5' LAST REVISED: 08/15/17TYPICAL LOT GD24 991.0 21 DRAINAGE & UTILITY EASEMENT FRONT BUILDING SETBACK BUILDING SETBACK LINE LOT NUMBER REAR BUILDING SETBACK LOT LINE SIDE BUILDING SETBACK TO GARAGE SIDE BUILDING SETBACK TO LIVING AREA ROAD RIGHT-OF-WAYGROUND GRADE AT GARAGE DOOR GROUND GRADE AT LOW FLOOR GROUND GRADE AT LOW OPENING P P = PATIO-HOME 304B 305 307 934.90 27"935.15 935.96 27"936.21 933.70 48"933.95 *INLET 100-YEAR HWL WAS DETERMINED USING THE LIMITING INLET CAPACITY EXISTING PROPOSED GRADING LEGEND PROPERTY LINE 982 980 EMERGENCY OVERFLOW SB-19 SOIL BORING LOCATION STO STORM SEWER TREE LINE INDEX CONTOUR INTERVAL CONTOUR982 980 SPOT ELEVATION PROPOSED GRADE SB-19 RETAINING WALL (MODULAR BLOCK) GRADING LIMITSGL 0.00% 900.00 900.00 E.O.F. HIGH/LOW POINTHP/LP 900.00 CL-CL ELEVATIONCL-CL 900.00 POND NORMAL WATER LEVEL POND AND CATCH BASIN MAINTENANCE ACCESS DO NOT DISTURBDND SILT FENCE & TREE PROTECTION FENCESF HWL CATCH BASIN HIGH WATER LINE (REFERENCE TABLE ON SHEET 19) & PLANNED UNIT DEVELOPMENT (PUD) FINAL PLAN APPLICATION At Home Apartments, L.L.C. is please to submit for the development of the following parcels: and 13.029.21.22.0029 (“Parcel 2 or Lake Elmo West) (collectively, Property”). Lake Elmo East or Parcel 1 is owned by 1962 Grand Avenue, L.L.C. and Lake Elmo West or Parcel 2 is owned by Spaulding Rental, L The Applicant, pending final approval from the City of Lake Elmo, developing a rental community with forty located on Lake Elmo East and 20 units located on Lake Elmo West. At Home Apartments, L.L.C. is a property management and development company based in St. Paul, Minnesota. At Home Apartments has a long history of owning, self multifamily communities throughout the Twin Cities metro area including communities l Vadnais Heights, White Bear Lake, Minnetonka, and Mendota Heights. A copy of the At Home Apartments company profile has been included with this application. More information about At Home Apartments can also be found at As staff is aware, the Applicant attended City of Lake Elmo’s February 20, 2024. During the session, staff presented the Applicant’s application and proposed development plan to the City Council for its February 20th meeting, the City Council approved the Applicant’ applications with staff’s recommendations and conditions. The conditions for approval were as follows: 1. Prior to the City finding any application for a final plat and final PUD complete, the applicant shall fully address all comments in the following re satisfaction of the City: a. City Engineer’s memo dated November 30, 2023. b. City Landscape Architect’s memo dated January 10, 2024. c. City Fire Chief’s memo dated November 22, 2023. 2. That prior to the City finding any application for final plat applicant shall demonstrate that the plans reflec Watershed (VBWD) review requirements and that the appl evidence that all conditions attached to a VBWD permit will be met any grading activity on the site. 3. That the applicant shall obtain all necessary permits including but not limited to all applicable City permits (building, grading, sign, Valley Branch Watershed District FINAL PLAT APPLICATION & PLANNED UNIT DEVELOPMENT (PUD) FINAL PLAN APPLICATION At Home Apartments, L.L.C. is please to submit its Final Plat and PUD Final Plan Application for the development of the following parcels: 13.029.21.21.0007 (“Parcel 1 or Lake Elmo East”) Parcel 2 or Lake Elmo West) (collectively, the “Subject Parcels or Lake Elmo East or Parcel 1 is owned by 1962 Grand Avenue, L.L.C. and Lake Elmo West or Parcel 2 is owned by Spaulding Rental, L.L.P. Both ownership entities are affiliate entities of the Applicant. approval from the City of Lake Elmo, will improve the property by developing a rental community with forty-eight (48) rental twin and townhome units, with 28 units located on Lake Elmo East and 20 units located on Lake Elmo West. ments, L.L.C. is a property management and development company based in St. Paul, Minnesota. At Home Apartments has a long history of owning, self-managing and developing multifamily communities throughout the Twin Cities metro area including communities l Vadnais Heights, White Bear Lake, Minnetonka, and Mendota Heights. A copy of the At Home Apartments company profile has been included with this application. More information about At Home Apartments can also be found at www.athomeapartments.com. As staff is aware, the Applicant attended City of Lake Elmo’s City Council meeting on Tuesday, During the session, staff presented the Applicant’s application and proposed City Council for its review and vote (approval or denial). City Council approved the Applicant’s preliminary plat and PUD applications with staff’s recommendations and conditions. The conditions for approval were as follows: Prior to the City finding any application for a final plat and final PUD complete, the applicant shall fully address all comments in the following review memos to the City Engineer’s memo dated November 30, 2023. City Landscape Architect’s memo dated January 10, 2024. City Fire Chief’s memo dated November 22, 2023. That prior to the City finding any application for final plat and final PUD complete, the applicant shall demonstrate that the plans reflect compliance with Valley Branch Watershed (VBWD) review requirements and that the applicant provide the City that all conditions attached to a VBWD permit will be met before the starting activity on the site. That the applicant shall obtain all necessary permits including but not limited to all applicable City permits (building, grading, sign, etc.), NPDES/SWPPP permits and Branch Watershed District approval before starting any grading or construction & PLANNED UNIT DEVELOPMENT (PUD) FINAL PLAN APPLICATION its Final Plat and PUD Final Plan Application 13.029.21.21.0007 (“Parcel 1 or Lake Elmo East”) the “Subject Parcels or Lake Elmo East or Parcel 1 is owned by 1962 Grand Avenue, L.L.C. and Lake Elmo West or Parcel P. Both ownership entities are affiliate entities of the Applicant. improve the property by eight (48) rental twin and townhome units, with 28 units ments, L.L.C. is a property management and development company based in St. Paul, managing and developing multifamily communities throughout the Twin Cities metro area including communities l ike Eagan, Vadnais Heights, White Bear Lake, Minnetonka, and Mendota Heights. A copy of the At Home Apartments company profile has been included with this application. More information about At City Council meeting on Tuesday, During the session, staff presented the Applicant’s application and proposed review and vote (approval or denial). At the preliminary plat and PUD Prior to the City finding any application for a final plat and final PUD complete, the view memos to the and final PUD complete, the t compliance with Valley Branch icant provide the City before the starting That the applicant shall obtain all necessary permits including but not limited to all etc.), NPDES/SWPPP permits and approval before starting any grading or construction & PLANNED UNIT DEVELOPMENT (PUD) FINAL PLAN APPLICATION activities. 4. The final plat shall include all necessary and additional public right easements. 5. The applicant/developer is responsible, at their own expense, for installing all required right of way improvements. 6. The applicant is required to construct a right turn lane along Wildflower Drive at the intersection of 39th Street for which the City will contribute up to half the cost of improvements due to conditions specific to the site and increased density of the village planning area. 7. A storm water maintenance and easement agreement in a form acceptable to the City shall be executed and recorded with the final plat. 8. The applicant/developer shall provide the City a fee in lieu of park land dedication as required by Section 103.00.150 to be paid prior to recording of the final plat. 9. If landscaping is proposed in the City’s Right of Way, a landscape and irrigation licen agreement in a form acceptable to the City shall be execu plat. 10. A sign permit will be required for any signage installed on site, and signage must comply with applicable city standards. 11. The Applicant shall submit the City Attorney, to the satisfaction of the City, before execution or recording of the Final Plat. 12. The Applicant pay the City’s AUAR Fee consistent with all development in the Village Area. 13. If necessary, the applicant shall provide the City with a copy of written permission for any off-site grading work and storm sewer discharge starting any site work, grading and as part of any final plat or final PUD 14. Before the execution and recording of a final plat for the development, the developer or applicant shall enter into a Developer’s Agreement or a Site Work Agreement with the City. Such an Agreement must be approved by the City Attorney Council. The Agreement shall delineate who is responsible for the design, construction and payment for the required improvements with financial guarantees therefore. The Agreement shall outline any approved phasing plan. FINAL PLAT APPLICATION & PLANNED UNIT DEVELOPMENT (PUD) FINAL PLAN APPLICATION The final plat shall include all necessary and additional public right -of-way and The applicant/developer is responsible, at their own expense, for installing all required right of way improvements. The applicant is required to construct a right turn lane along Wildflower Drive at the intersection of 39th Street for which the City will contribute up to half the cost of improvements due to conditions specific to the site and increased density of the village A storm water maintenance and easement agreement in a form acceptable to the City shall be executed and recorded with the final plat. applicant/developer shall provide the City a fee in lieu of park land dedication as required by Section 103.00.150 to be paid prior to recording of the final plat. If landscaping is proposed in the City’s Right of Way, a landscape and irrigation licen agreement in a form acceptable to the City shall be executed and recorded with the final A sign permit will be required for any signage installed on site, and signage must comply with applicable city standards. 11. The Applicant shall submit information demonstrating compliance with a Plat Opinion by the City Attorney, to the satisfaction of the City, before execution or recording of the 12. The Applicant pay the City’s AUAR Fee consistent with all development in the Village 13. If necessary, the applicant shall provide the City with a copy of written permission for site grading work and storm sewer discharges to adjacent properties before starting any site work, grading and as part of any final plat or final PUD application. 14. Before the execution and recording of a final plat for the development, the developer or applicant shall enter into a Developer’s Agreement or a Site Work Agreement with the City. Such an Agreement must be approved by the City Attorney and by the City Council. The Agreement shall delineate who is responsible for the design, construction and payment for the required improvements with financial guarantees therefore. The Agreement shall outline any approved phasing plan. & PLANNED UNIT DEVELOPMENT (PUD) FINAL PLAN APPLICATION way and The applicant/developer is responsible, at their own expense, for installing all required The applicant is required to construct a right turn lane along Wildflower Drive at the intersection of 39th Street for which the City will contribute up to half the cost of improvements due to conditions specific to the site and increased density of the village A storm water maintenance and easement agreement in a form acceptable to the City applicant/developer shall provide the City a fee in lieu of park land dedication as required by Section 103.00.150 to be paid prior to recording of the final plat. If landscaping is proposed in the City’s Right of Way, a landscape and irrigation licen se ted and recorded with the final A sign permit will be required for any signage installed on site, and signage must comply information demonstrating compliance with a Plat Opinion by the City Attorney, to the satisfaction of the City, before execution or recording of the 12. The Applicant pay the City’s AUAR Fee consistent with all development in the Village 13. If necessary, the applicant shall provide the City with a copy of written permission for s to adjacent properties before application. 14. Before the execution and recording of a final plat for the development, the developer or applicant shall enter into a Developer’s Agreement or a Site Work Agreement with the and by the City Council. The Agreement shall delineate who is responsible for the design, construction and payment for the required improvements with financial guarantees therefore. The & PLANNED UNIT DEVELOPMENT (PUD) FINAL PLAN APPLICATION 15. The applicant or developer shall enter into a separate grading agreement with the City before starting any grading activity in advance of final plat/ PUD approval. The City Engineer shall review any grading plan that is submitted in advance of a final plat or final PUD, and said plan shall document the extent of any proposed grading on the site. 16. That the Applicant must submit the final plat within 180 days after City Council approval of the preliminary plat or approval of the preliminary plat shall be considered a request for a time extension is submitted in writing and approved by the City Council. Applicant Response to City Engineer’s Memo dated November 30, 2023 PRELIMINARY PLAT/SITE PLANS 1. The Preliminary Plat must be revised to clarify all The Preliminary Plat has been prepared using inconsistent line types with no labeling of lot lines and easement lines. The depict all Lot and Block boundaries, all Outl all proposed easement lines. Right Applicant Response approved during the preliminary PUD process. See Final 2. The Preliminary Plat and Plans must be revised to show Outlot ownership and dedication. Outlot A must be shown on the Preliminary Plat and Preliminary Plans as city owned for stormwater management. Applicant Response approved during the preliminary PUD process. See Final Plat. 3. The Preliminary Plat and Plans must be revised to incorporate all required easements consistent with the city engineering design standards, including all required utility easements and all required easements over (including catch basin inlets). Additional drainage and utility easement cover the 100‐year HWL at CBMH‐206 and to maintain 15 ft. in each direction from structure CBMH 302A. Applicant Response 4. The Site Plans must be revised to remove all easement encroachments. Drainage and utility easement encroachments are shown for the patios for Block 2: Units 13 site plans must be revised to remove any rear doorways to these Units since the easements building structure. FINAL PLAT APPLICATION & PLANNED UNIT DEVELOPMENT (PUD) FINAL PLAN APPLICATION or developer shall enter into a separate grading agreement with the City before starting any grading activity in advance of final plat/ PUD approval. The City Engineer shall review any grading plan that is submitted in advance of a final plat or final and said plan shall document the extent of any proposed grading on the site. 16. That the Applicant must submit the final plat within 180 days after City Council approval of the preliminary plat or approval of the preliminary plat shall be considered a request for a time extension is submitted in writing and approved by the City Council. Applicant Response to City Engineer’s Memo dated November 30, 2023 PRELIMINARY PLAT/SITE PLANS The Preliminary Plat must be revised to clarify all proposed Lot and Block boundaries. has been prepared using inconsistent line types with no labeling of lot lines and easement lines. The Preliminary Plat document must be revised to clearly depict all Lot and Block boundaries, all Outlot boundaries, all proposed right all proposed easement lines. Right‐of‐way and easement widths must be labeled. Applicant Response: Satisfied. This was addressed and preliminary plat approved during the preliminary PUD process. See Final Plat. The Preliminary Plat and Plans must be revised to show Outlot ownership and dedication. shown on the Preliminary Plat and Preliminary Plans as city owned for stormwater management. Applicant Response: Satisfied. This was addressed and preliminary plat approved during the preliminary PUD process. See Final Plat. The Preliminary Plat and Plans must be revised to incorporate all required easements city engineering design standards, including all required utility easements and all required easements over all 100‐year high water levels on site (including catch basin inlets). Additional drainage and utility easement ‐year HWL at CBMH‐206 and to maintain 15 ft. in each direction from Applicant Response: Satisfied. Please see Sheets 5 and 6. The Site Plans must be revised to remove all easement encroachments. Drainage and encroachments are shown for the patios for Block 2: Units 13 plans must be revised to remove all encroachments and must be revised to eliminate any rear doorways to these Units since the easements are proposed up to the physical & PLANNED UNIT DEVELOPMENT (PUD) FINAL PLAN APPLICATION or developer shall enter into a separate grading agreement with the City before starting any grading activity in advance of final plat/ PUD approval. The City Engineer shall review any grading plan that is submitted in advance of a final plat or final and said plan shall document the extent of any proposed grading on the site. 16. That the Applicant must submit the final plat within 180 days after City Council approval of the preliminary plat or approval of the preliminary plat shall be considered void unless a request for a time extension is submitted in writing and approved by the City Council. Applicant Response to City Engineer’s Memo dated November 30, 2023 proposed Lot and Block boundaries. has been prepared using inconsistent line types with no labeling of Preliminary Plat document must be revised to clearly boundaries, all proposed right‐of‐way and must be labeled. preliminary plat The Preliminary Plat and Plans must be revised to show Outlot ownership and dedication. shown on the Preliminary Plat and Preliminary Plans as city owned for and preliminary plat The Preliminary Plat and Plans must be revised to incorporate all required easements city engineering design standards, including all required utility ‐year high water levels on site (including catch basin inlets). Additional drainage and utility easement is required to ‐year HWL at CBMH‐206 and to maintain 15 ft. in each direction from The Site Plans must be revised to remove all easement encroachments. Drainage and encroachments are shown for the patios for Block 2: Units 13‐18. The all encroachments and must be revised to eliminate are proposed up to the physical & PLANNED UNIT DEVELOPMENT (PUD) FINAL PLAN APPLICATION Applicant Response with city staff, the Applicant has addressed this comment. With the street width reduction from 32’ to 28’ the building locations were adjusted allow the patio locations to move. At the time of adjustment the patios were located storm sewer pipe, but still encroached into the easement area by 4’. Staff recommended that the easement area for this particular location be reduced by 4’ to resolve the encroachment issue. For this part of the development, the storm water easement width Block 2: Units 13 5. Building and garage setbacks are shown at 25 feet from the right sidewalk) as required. The revisions to avoid vehicle overhang into the Applicant Response 6. It is recommended that Preliminary and Final Plat approval include a condition to require a design/construction quality control plan for all driveways that i city inspections prior to driveway construction to avoid unacceptable design changes at the building permit phase or field Applicant Response 7. Phasing Plan. A condition of Preliminary and Final Plat approval must include the requirement for all utilities, stormwater management, street and sidewalk improvements including curb and gutter and the improvements (if required) to be constructed and any building permits, including model homes. The development important due to a single site access along each street combined with small, tight construction sites. Applicant Response comply. See Sheet 8. No construction parking and staging will be allowed along 39th Street or Wildflower Drive. Applicant Response comply. 9. Written landowner permission must be submitted with the Final Plat application for any off‐site permanent and temporary construction easements required to implement development improvements, including sites. Applicant Response property owner of the land selected for off FINAL PLAT APPLICATION & PLANNED UNIT DEVELOPMENT (PUD) FINAL PLAN APPLICATION Applicant Response: Satisfied. Please see Sheet 5 & 6. Per continued discussions with city staff, the Applicant has addressed this comment. With the street width reduction from 32’ to 28’ the building locations were adjusted allow the patio locations to move. At the time of adjustment the patios were located storm sewer pipe, but still encroached into the easement area by 4’. Staff recommended that the easement area for this particular location be reduced by 4’ to resolve the encroachment issue. For this part of the development, the storm width will be 26’ thereby resolving any encroachment issues for Block 2: Units 13-18. Building and garage setbacks are shown at 25 feet from the right‐of‐way (back of sidewalk) as required. The minimum 25 feet setback must be maintained for all revisions to avoid vehicle overhang into the sidewalk path. Applicant Response: Satisfied. It is recommended that Preliminary and Final Plat approval include a condition to require design/construction quality control plan for all driveways that i ncorporates staking and prior to driveway construction to avoid unacceptable design changes at the building permit phase or field changes by contractors. Applicant Response: Satisfied. Applicant understands this and will comply. Plan. A condition of Preliminary and Final Plat approval must include the utilities, stormwater management, street and sidewalk improvements including curb and gutter and the first lift of asphalt, sidewalks, and any off rovements (if required) to be constructed and accepted by the city prior to issuance of any building permits, including model homes. The development sequencing will be important due to a single site access along each street combined with small, tight Applicant Response: Satisfied. Applicant understands this expectation and will See Sheet 2 for recommended construction sequencing. No construction parking and staging will be allowed along 39th Street or Wildflower Applicant Response: Satisfied. Applicant understands this expectation and will Written landowner permission must be submitted with the Final Plat application for any and temporary construction easements required to implement development improvements, including off‐site improvements and temporary stock pile Applicant Response: The Applicant, through one its affiliated entities, is the property owner of the land selected for off-site temporary stock pile. & PLANNED UNIT DEVELOPMENT (PUD) FINAL PLAN APPLICATION . Per continued discussions with city staff, the Applicant has addressed this comment. With the street width reduction from 32’ to 28’ the building locations were adjusted allow the patio locations to move. At the time of adjustment the patios were located 11’ from the storm sewer pipe, but still encroached into the easement area by 4’. Staff recommended that the easement area for this particular location be reduced by 4’ to resolve the encroachment issue. For this part of the development, the storm will be 26’ thereby resolving any encroachment issues for ‐of‐way (back of minimum 25 feet setback must be maintained for all plan It is recommended that Preliminary and Final Plat approval include a condition to require ncorporates staking and prior to driveway construction to avoid unacceptable design changes at Satisfied. Applicant understands this and will comply. Plan. A condition of Preliminary and Final Plat approval must include the utilities, stormwater management, street and sidewalk improvements first lift of asphalt, sidewalks, and any off‐site public accepted by the city prior to issuance of sequencing will be important due to a single site access along each street combined with small, tight Satisfied. Applicant understands this expectation and will No construction parking and staging will be allowed along 39th Street or Wildflower Satisfied. Applicant understands this expectation and will Written landowner permission must be submitted with the Final Plat application for any and temporary construction easements required to implement the ‐site improvements and temporary stock pile The Applicant, through one its affiliated entities, is the site temporary stock pile. & PLANNED UNIT DEVELOPMENT (PUD) FINAL PLAN APPLICATION STREET AND TRANSPORTATION IMPROVEMENTS 1. Future Intersection Improvements. A financial contribution to a future right turn lane along Wildflower Drive at the intersection of 39th Street should be requested. Applicant Response condition. Applicant shall be responsible for the construction of the right turn lane along Wildflower Drive at the intersection of 39 turn lane shall be done at the same t development improvements. Both Applicant and the City will share in the costs of construction with the City paying for up to half of the cost of the right turn lane improvements. 2. Site Access. Access to the propo connecting to Wildflower Drive. The new streets are proposed as a 350 long cul‐de‐sac to the east. The prop management and sight line perspective. Revisions to the new intersection at Wildflower Drive will be required to relocate existing storm sewer catch basins so that they are located outside of the new presented. Applicant Response 3. Secondary access is not required and dead the number of residential units remains below 30 Applicant Response 4. Each street is shown to be 32 submitted that shows the proposed street and right requirements. The street typical city design standards. The typical sections as presented are reference to city standard details are required and boulevard trees are required. Applicant Response Please also note that the Applicant and City Staff have agrees to a street width reduction from 32’ to 28’ as shown throughout the Applicants plans. Conditions for this street width reduction were as follows: (a) All buildings, including twin homes, must be sprinkled; (b) A parking diagram should be submitted to detail where parking will be located on the street. (c) Areas where additional parking can be located for visitor stalls on the site should be ide FINAL PLAT APPLICATION & PLANNED UNIT DEVELOPMENT (PUD) FINAL PLAN APPLICATION TRANSPORTATION IMPROVEMENTS Future Intersection Improvements. A financial contribution to a future right turn lane Drive at the intersection of 39th Street should be requested. Applicant Response: Applicant and City have reached agreement on this condition. Applicant shall be responsible for the construction of the right turn lane along Wildflower Drive at the intersection of 39th street and construction turn lane shall be done at the same time the Applicants constructs the approved development improvements. Both Applicant and the City will share in the costs of construction with the City paying for up to half of the cost of the right turn lane Site Access. Access to the proposed subdivision is shown from a new public street connecting to Wildflower Drive and extending both west and east from Wildflower Drive. The new streets are proposed as a 350‐ft long cul‐de‐sac to the west and a 550‐ft ‐de‐sac to the east. The proposed access is acceptable from management and sight line perspective. Revisions to the new intersection at Wildflower will be required to relocate existing storm sewer catch basins so that they are located outside of the new intersection. Revised catch basin castings are not approved as Applicant Response: Satisfied. Please see Sheet 27. Secondary access is not required and dead‐end cul‐de‐sac streets are acceptable as long as residential units remains below 30 for each Block. Applicant Response: Satisfied. Each street is shown to be 32‐ft. wide within a 66‐ft right‐of‐way. A typical section was shows the proposed street and right‐of‐way widths meeting city requirements. The street typical section shown in the plans must be revised to meet all city design standards. The typical sections as presented are not approved. Use and reference to city standard details are required and boulevard trees are required. Applicant Response: Please see the street typical sections as shown on Please also note that the Applicant and City Staff have agrees to a street width reduction from 32’ to 28’ as shown throughout the Applicants plans. Conditions for this street width reduction were as follows: (a) All buildings, including twin t be sprinkled; (b) A parking diagram should be submitted to detail where parking will be located on-street if parking is only allowed on one side of the street. (c) Areas where additional parking can be located for visitor stalls on the site should be identified. These conditions have been satisfied by the & PLANNED UNIT DEVELOPMENT (PUD) FINAL PLAN APPLICATION Future Intersection Improvements. A financial contribution to a future right turn lane Drive at the intersection of 39th Street should be requested. Applicant and City have reached agreement on this condition. Applicant shall be responsible for the construction of the right turn lane construction of the ime the Applicants constructs the approved development improvements. Both Applicant and the City will share in the costs of construction with the City paying for up to half of the cost of the right turn lane sed subdivision is shown from a new public street Drive and extending both west and east from Wildflower ‐de‐sac to the west and a 550‐ft osed access is acceptable from an access management and sight line perspective. Revisions to the new intersection at Wildflower will be required to relocate existing storm sewer catch basins so that they are evised catch basin castings are not approved as ‐end cul‐de‐sac streets are acceptable as long as ‐ft. wide within a 66‐ft right‐of‐way. A typical section was ‐of‐way widths meeting city shown in the plans must be revised to meet all not approved. Use and reference to city standard details are required and boulevard trees are required. street typical sections as shown on Sheet 7. Please also note that the Applicant and City Staff have agrees to a street width reduction from 32’ to 28’ as shown throughout the Applicants plans. Conditions for this street width reduction were as follows: (a) All buildings, including twin t be sprinkled; (b) A parking diagram should be submitted to detail street if parking is only allowed on one side of the street. (c) Areas where additional parking can be located for visitor stalls on ntified. These conditions have been satisfied by the & PLANNED UNIT DEVELOPMENT (PUD) FINAL PLAN APPLICATION Applicant. Please refer to sheet Parking Exhibit enclosed 5. Sidewalks are shown along both sides of the street as required in multi subdivisions. A sidewalk required to enhance pedestrian connectivity. Applicant Response 6. A new 6‐ft. wide concrete sidewalk is shown along the east side on Wildflower Drive, along the full extents existing sidewalk at Sunflower Lane as required. The site existing conditions for the extended sidewalk remain incomplete as presented. Applicant Response 7. Ten (10) foot utility easements are required on either side of all right corridors must be reserved for the installation of small/dry utilities, and must remain free from all encroachments, including monument sign is proposed within the small/utility corridor drainage and utility easement. The monument must be relocated to remain outside of all required easement areas. Applicant Response Sheet 6. 8. Driveways. Preliminary Pla installed in accordance with all city ordinances, including minimum distance from intersections, driveway angles and distance between driveways. maximum width, the width at the right ordinances are met. (b) Driveways must have a minimum separation of at least 5 Driveway separation distances must be are met. (c) Driveway layout and configuration must be improved for Block 2: Units 8 and 9, and Units 12 and 13. Applicant Response Driveway Layout Exhibit enclosed. 9. Signing and Lighting Plan. The subdivision will require street lights to be installed per city standards at the intersection with plans by removing the photometric luminaire schedule, removing the calculation summary fixture cut sheet. Add plan note to ca FINAL PLAT APPLICATION & PLANNED UNIT DEVELOPMENT (PUD) FINAL PLAN APPLICATION Applicant. Please refer to sheet 34 for no parking signage and refer to enclosed. idewalks are shown along both sides of the street as required in multi idewalk connection to the trail along 39th Street is also shown as required to enhance pedestrian connectivity. Applicant Response: Satisfied. Please see Sheet 5 & 16. ‐ft. wide concrete sidewalk is shown along the east side on along the full extents of the development parcel and connecting to the existing sidewalk at Sunflower Lane as required. The site plans, grading plans and existing conditions for the extended sidewalk remain incomplete as presented. Applicant Response: Satisfied. Please see Sheets 2, 5 & 16. Ten (10) foot utility easements are required on either side of all right ‐of‐way. The 10‐ft reserved for the installation of small/dry utilities, and must remain free from all encroachments, including retaining walls, trees, and signs/monuments. monument sign is proposed within the small/utility corridor drainage and utility monument must be relocated to remain outside of all required easement Applicant Response: Applicant has relocated the monument sign. Please refer to Driveways. Preliminary Plat/Plan approval must be contingent upon all driveways being accordance with all city ordinances, including minimum distance from intersections, driveway angles installed at 90‐degrees as they cross public right‐of‐way, and distance between driveways. (a) Driveway widths must be shown to indicate the maximum width, the width at the right‐of‐way and the width at the curb cut, to verify city Driveways must have a minimum separation of at least 5 Driveway separation distances must be labeled on the site plans to verify city ordinances Driveway layout and configuration must be improved for Block 2: Units 8 and 13. Response: Satisfied. Please refer to Sheets 5 & 6 or the Driveway Layout Exhibit enclosed. Signing and Lighting Plan. The subdivision will require street lights to be installed per intersection with 39th Street and at the end of cul‐de‐sac. Revise the plans by removing the photometric numbers from the street surfaces, removing the luminaire schedule, removing the calculation summary table, and removing the street fixture cut sheet. Add plan note to call out the street lights to be as follows: & PLANNED UNIT DEVELOPMENT (PUD) FINAL PLAN APPLICATION 34 for no parking signage and refer to Street idewalks are shown along both sides of the street as required in multi ‐family connection to the trail along 39th Street is also shown as of the development parcel and connecting to the plans, grading plans and existing conditions for the extended sidewalk remain incomplete as presented.’ ‐of‐way. The 10‐ft reserved for the installation of small/dry utilities, and must remain free retaining walls, trees, and signs/monuments. A monument sign is proposed within the small/utility corridor drainage and utility monument must be relocated to remain outside of all required easement elocated the monument sign. Please refer to /Plan approval must be contingent upon all driveways being accordance with all city ordinances, including minimum distance from ‐degrees as they cross public right‐of‐way, Driveway widths must be shown to indicate the width at the curb cut, to verify city Driveways must have a minimum separation of at least 5‐feet. labeled on the site plans to verify city ordinances Driveway layout and configuration must be improved for Block 2: Units 8 s 5 & 6 or the supplemental Signing and Lighting Plan. The subdivision will require street lights to be installed per ‐de‐sac. Revise the numbers from the street surfaces, removing the table, and removing the street ll out the street lights to be as follows:  Street & PLANNED UNIT DEVELOPMENT (PUD) FINAL PLAN APPLICATION Light Fixture: Traditional Colonial LED, Type B 4000 Lumens (Black). Pole: 15‐ft Washington Fluted Black Aluminum Pole. Applicant Response 10. Signing and Lighting Plan. Revise No parking signage to include three (3) no parking signs per cul‐de‐sac using the city standard no parking sign, R8 Parking sign call out to the plans and add Applicant Response 11. The Street and Storm Sewer Plans must be prepared meeting all city design standards and plan format requirements, including the use of city standard plan notes, details and specifications. Applicant Response city design standards, city plan format standards, and includes the use of city details, notes and specs. GRADING PLANS, STORMWATER MANAGEMENT AND STORM SEWER SYSTEM 1. The proposed development is meeting State, Valley Branch Watershed District (VBWD) and city rules. A VBWD permit is required. Storm water facilities State and watershed permitting requirements City Engineering Design Standards Manual dated January 2022. Applicant Response Branch Watershed District. Please see 2. Approval of the Preliminary Plat/Plans for the development is contingent upon all SWMP revisions, as required by the VBWD or other applicable permitting agency, being submitted to the city for review and Applicant Response the VBWD approval. 3. The existing and proposed drainage exhibits must be revised to incorporate all contributing drainage areas discharge from the site. No Applicant Response FINAL PLAT APPLICATION & PLANNED UNIT DEVELOPMENT (PUD) FINAL PLAN APPLICATION Light Fixture: Traditional Colonial LED, Type B 4000 Lumens (Black). ‐ft Washington Fluted Black Aluminum Pole. Applicant Response: Satisfied. Please see Sheets 34 & 35. nd Lighting Plan. Revise No parking signage to include three (3) no parking using the city standard no parking sign, R8 ‐3 (12” x 12”). Add No Parking sign call out to the plans and add a sign schedule. Applicant Response: Satisfied. Satisfied. Please see Sheets 34 & 35. The Street and Storm Sewer Plans must be prepared meeting all city design standards and requirements, including the use of city standard plan notes, details and Applicant Response: Satisfied. To the best of our knowledge the city design standards, city plan format standards, and includes the use of city details, notes and specs. GRADING PLANS, STORMWATER MANAGEMENT AND STORM SEWER SYSTEM The proposed development is subject to a Stormwater Management Plan (SWMP) Branch Watershed District (VBWD) and city rules. A VBWD permit is required. Storm water facilities proposed as part of the development to meet State and watershed permitting requirements must be constructed in accordance with the City Engineering Design Standards Manual dated January 2022. Applicant Response: Applicant has received conditional approval from Valley Branch Watershed District. Please see enclose approval letter. of the Preliminary Plat/Plans for the development is contingent upon all SWMP required by the VBWD or other applicable permitting agency, being submitted to the city for review and approval. Applicant Response: Applicant is addressing final administrative the VBWD approval. The existing and proposed drainage exhibits must be revised to incorporate all contributing drainage areas (on and off site), and must clearly show and label all points of discharge from the site. No discharge locations have been identified on the exhibits. Applicant Response: Satisfied. Please see SWMP Report. & PLANNED UNIT DEVELOPMENT (PUD) FINAL PLAN APPLICATION Light Fixture: Traditional Colonial LED, Type B 4000 Lumens (Black). Street Light nd Lighting Plan. Revise No parking signage to include three (3) no parking ‐3 (12” x 12”). Add No Please see Sheets 34 & 35. The Street and Storm Sewer Plans must be prepared meeting all city design standards and requirements, including the use of city standard plan notes, details and To the best of our knowledge the plan set meets city design standards, city plan format standards, and includes the use of city GRADING PLANS, STORMWATER MANAGEMENT AND STORM SEWER SYSTEM subject to a Stormwater Management Plan (SWMP) Branch Watershed District (VBWD) and city rules. A VBWD proposed as part of the development to meet constructed in accordance with the Applicant has received conditional approval from Valley of the Preliminary Plat/Plans for the development is contingent upon all SWMP required by the VBWD or other applicable permitting agency, being administrative conditions per The existing and proposed drainage exhibits must be revised to incorporate all (on and off site), and must clearly show and label all points of have been identified on the exhibits. & PLANNED UNIT DEVELOPMENT (PUD) FINAL PLAN APPLICATION 4. Rate and volume control requirements must be met for all points of discharge from the site. The storm water management plan must be revised discharge to 39th Street storm Applicant Response 5. The SWMP must be revised to provide a summary table of the 100 for each BMP, and for each catch basin low point. The grading plans must be revised to show the 100‐year HWL elevation at HWL contour. A note must be shown with the table point 100‐year HWL was determined using the limiting inlet capacity and capacity. Applicant Response determined using the limiting inlet capacity. 6. The proposed BMP infiltration must be dedicated to city ownership for stormwater management. Outlot ownership must be shown on the Preliminary Plat plan must be revised to in Applicant Response 7. Overland emergency overflow (EOF) elevations are required throughout the site, requiring a system of structures must maintain 1 Applicant Response: 8. Approval of the preliminary grading plans for the development is contingent upon all grading plans being reviewed and approved by the City Engineer prior to the start grading or construction. (a) as‐built grade. Design grades must exceed grading plans must be revised accordingly. the proposed approved grading plan for the Lil Explorers project designs are compatible. 100‐year HWL elevation/contour for all localized protected by drainage and utility easement dedicated on the Plat. control plans to show double silt fence around all BMPs and all stock Landscaping improvements must be closely coordinated with the preparation of the construction plans to ensure that tree plantings do not encroach drainage swales, EOF flow paths, utility easements, and Applicant Response: Satisfied. Please see Sheets 16 & 17. FINAL PLAT APPLICATION & PLANNED UNIT DEVELOPMENT (PUD) FINAL PLAN APPLICATION Rate and volume control requirements must be met for all points of discharge from the water management plan must be revised as the plan currently shows the discharge to 39th Street storm sewer being exceeded in the post development condition. Applicant Response: Satisfied. Please see SWMP Report. The SWMP must be revised to provide a summary table of the 100 ‐year HWL elevatio for each catch basin low point. The grading plans must be revised to ‐year HWL elevation at each catch basin low point including the 100 HWL contour. A note must be shown with the table indicating that the catch basin ‐year HWL was determined using the limiting inlet capacity and Applicant Response: Satisfied. Please see Sheets 5/6 and 16/17. determined using the limiting inlet capacity. The proposed BMP infiltration basin has been placed in Outlot A as required. Outlot A to city ownership for stormwater management. Outlot ownership must be shown on the Preliminary Plat and on the Grading, Utility and Site Plans. The grading plan must be revised to indicate that the storm water basin is an infiltration basin. Applicant Response: Satisfied. Please see Sheets 5/6 and 16/17 Overland emergency overflow (EOF) elevations are required throughout the site, interconnecting drainage ways. Low openings for adjacent structures must maintain 1‐foot above any adjacent EOF in the as‐built condition. Response: Satisfied. Please see Sheets 16 & 17. Approval of the preliminary grading plans for the development is contingent upon all reviewed and approved by the City Engineer prior to the start grading or construction. (a) All drainage swales must be designed to meet a minimum 2% ‐built grade. Design grades must exceed 2% to account for construction toleran grading plans must be revised accordingly. (b) The grading plans must be revised to show the proposed approved grading plan for the Lil Explorers daycare to ensure the two project designs are compatible. (c) Preliminary plat approval must be conti ‐year HWL elevation/contour for all localized low points and catch basins being protected by drainage and utility easement dedicated on the Plat. (d) Revise the erosion control plans to show double silt fence around all BMPs and all stock Landscaping improvements must be closely coordinated with the preparation of the to ensure that tree plantings do not encroach drainage swales, EOF flow paths, utility easements, and pond access routes. Response: Satisfied. Please see Sheets 16 & 17. & PLANNED UNIT DEVELOPMENT (PUD) FINAL PLAN APPLICATION Rate and volume control requirements must be met for all points of discharge from the as the plan currently shows the sewer being exceeded in the post development condition. ‐year HWL elevation for each catch basin low point. The grading plans must be revised to each catch basin low point including the 100‐year indicating that the catch basin low ‐year HWL was determined using the limiting inlet capacity and not the pipe and 16/17. HWL’s were basin has been placed in Outlot A as required. Outlot A to city ownership for stormwater management. Outlot ownership must and on the Grading, Utility and Site Plans. The grading basin is an infiltration basin. Overland emergency overflow (EOF) elevations are required throughout the site, . Low openings for adjacent ‐built condition. Approval of the preliminary grading plans for the development is contingent upon all reviewed and approved by the City Engineer prior to the start of any All drainage swales must be designed to meet a minimum 2% 2% to account for construction tolerances. The The grading plans must be revised to show daycare to ensure the two Preliminary plat approval must be contingent upon the low points and catch basins being Revise the erosion control plans to show double silt fence around all BMPs and all stock pile sites. (e) Landscaping improvements must be closely coordinated with the preparation of the to ensure that tree plantings do not encroach drainage swales, EOF & PLANNED UNIT DEVELOPMENT (PUD) FINAL PLAN APPLICATION 9. The storm sewer system shall be designed to maintain the city standard minimum pipe cover of 3.0 feet under all pavement surfaces, unless approved by the City Engineer. Drain tile is required as part of the in the street. Drain tile considerations may impact the requirements at low points. Drain tile inverts must be shown at all catch points. Applicant Response 10. The maximum curb run prior to a catch basin is 350 feet. Applicant Response 11. Storm sewer pipe located outside of the public right 30‐ft easements centered over the footings, retaining walls, trees, or revised to remove all drainage and utility easement encroachments from the Units 13‐18.  Additional e Applicant Response addressed this comment. With the street width reduction from 32’ to 28’ the building locations were adjusted allow the patio locations to move. At the time of adjustment the patios were located 1 encroached into the easement area by 4’. Staff recommended that the easement area for this particular location be reduced by 4’ to resolve the encroachment issue. For this part of the development, the storm water eas thereby resolving any encroachment issues for Block 2: Units 13 With regard to the additional easement area required over CBMH 302A.12, please see Sheet 28. 12. The street profiles must be revised to create low points on Street A immediately adjacent to The proposed valley gutters must be Wildflower Drive relocated. An additional catch basin is CBMH 302A and CBMH 302, to accommodate required drainage low point. Applicant Response 13. An additional catch basin is required in the cul cul‐de‐sac drainage. Applicant Response FINAL PLAT APPLICATION & PLANNED UNIT DEVELOPMENT (PUD) FINAL PLAN APPLICATION The storm sewer system shall be designed to maintain the city standard minimum pipe under all pavement surfaces, unless approved by the City Engineer. Drain tile is required as part of the city standard street section at all localized low points in the street. Drain tile considerations may impact the storm sewer design and depth requirements at low points. Drain tile inverts must be shown at all catch sponse: Satisfied. Please see Sheets 28 to 30. The maximum curb run prior to a catch basin is 350 feet. Applicant Response: Satisfied. Storm sewer pipe located outside of the public right‐of‐way must maintain minimum centered over the pipe/structure without encroachments from buildings, footings, retaining walls, trees, or other permanent structures.  The site plans must be revised to remove all drainage and utility easement encroachments from the  Additional easement area is required over CBMH 302A. Applicant Response: Per continued discussions with city staff, the Applicant has addressed this comment. With the street width reduction from 32’ to 28’ the building locations were adjusted allow the patio locations to move. At the time of adjustment the patios were located 11’ from the storm sewer pipe, but still encroached into the easement area by 4’. Staff recommended that the easement area for this particular location be reduced by 4’ to resolve the encroachment issue. For this part of the development, the storm water easement area will be 26’ thereby resolving any encroachment issues for Block 2: Units 13- With regard to the additional easement area required over CBMH 302A.12, please The street profiles must be revised to create low points on Street A Wildflower Drive to better facilitate the intersection drainage. The proposed valley gutters must be removed and the existing catch basins along Wildflower Drive relocated. An additional catch basin is required on Stre CBMH 302A and CBMH 302, to accommodate required drainage low point. Applicant Response: Satisfied. Please see Sheet 31 & 32. An additional catch basin is required in the cul‐de‐sac of Street B to improve the Response: Satisfied. Please see Sheet 27 and CBMH-304A. & PLANNED UNIT DEVELOPMENT (PUD) FINAL PLAN APPLICATION The storm sewer system shall be designed to maintain the city standard minimum pipe under all pavement surfaces, unless approved by the City Engineer. standard street section at all localized low points storm sewer design and depth basin connection ‐of‐way must maintain minimum pipe/structure without encroachments from buildings,  The site plans must be revised to remove all drainage and utility easement encroachments from the patios for 12. Per continued discussions with city staff, the Applicant has addressed this comment. With the street width reduction from 32’ to 28’ the building locations were adjusted allow the patio locations to move. At the time of 1’ from the storm sewer pipe, but still encroached into the easement area by 4’. Staff recommended that the easement area for this particular location be reduced by 4’ to resolve the encroachment ement area will be 26’ -18. With regard to the additional easement area required over CBMH 302A.12, please The street profiles must be revised to create low points on Street A and Street B Wildflower Drive to better facilitate the intersection drainage. removed and the existing catch basins along required on Street A, between CBMH 302A and CBMH 302, to accommodate required drainage low point. ‐de‐sac of Street B to improve the 304A. & PLANNED UNIT DEVELOPMENT (PUD) FINAL PLAN APPLICATION 14. Revise all sump manholes to minimum 4 standards. Label all sump Applicant Response 15. Remove all drain tile service stubs to each bui permitted for connection Applicant Response 16. Offsite Topsoil Stockpile plan to be approved by Lake Elmo Public Works Washington County. Applicant Response 17. The Grading and Erosion Control Plans must be prepared meeting all city design standards and plan format details and specifications. Applicant Response MUNICIPAL WATER SUPPLY 1. Municipal drinking water is available to the site with a connection to an existing 8 watermain stub located along 39th Applicant Response 2. The developer will be responsible to extend municipal water into the development at the developer’s sole cost with the extension of an 8 Applicant Response 3. The watermain alignment must be revised at the intersection with Wildflower Drive to remove the proposed offset. The existing storm sewer and catch basins must be relocated to allow the watermain alignment to be adjusted accordingly. Applicant Response 4. No watermain oversizing is applicable for this development and the watermain does not need to be extended to serve adjacent properties or looped to connect at 39th Street. Applicant Response FINAL PLAT APPLICATION & PLANNED UNIT DEVELOPMENT (PUD) FINAL PLAN APPLICATION Revise all sump manholes to minimum 4‐foot depth per city and VBWD design standards. Label all sump manholes in profile view. Applicant Response: Satisfied. Please see Sheets 27 to 30. all drain tile service stubs to each building. Drain tile service stubs to the street subdrainage system. Applicant Response: This has been removed. ffsite Topsoil Stockpile plan to be approved by Lake Elmo Public Works Applicant Response: Applicant is waiting to hear if this has been approved. The Grading and Erosion Control Plans must be prepared meeting all city design standards and plan format requirements, including the use of city standar details and specifications. Applicant Response: Satisfied. Please see Sheets 7 to 24. MUNICIPAL WATER SUPPLY Municipal drinking water is available to the site with a connection to an existing 8 located along 39th Street North. Applicant Response: Satisfied. The developer will be responsible to extend municipal water into the development at the cost with the extension of an 8‐inch DIP watermain. Applicant Response: Satisfied. alignment must be revised at the intersection with Wildflower Drive to proposed offset. The existing storm sewer and catch basins must be relocated alignment to be adjusted accordingly. Response: Satisfied. Please see Sheet 25 and 26. No watermain oversizing is applicable for this development and the watermain does not extended to serve adjacent properties or looped to connect at 39th Street. Applicant Response: Satisfied. & PLANNED UNIT DEVELOPMENT (PUD) FINAL PLAN APPLICATION ‐foot depth per city and VBWD design lding. Drain tile service stubs are not ffsite Topsoil Stockpile plan to be approved by Lake Elmo Public Works and : Applicant is waiting to hear if this has been approved. The Grading and Erosion Control Plans must be prepared meeting all city design requirements, including the use of city standard plan notes, Municipal drinking water is available to the site with a connection to an existing 8 ‐inch The developer will be responsible to extend municipal water into the development at the alignment must be revised at the intersection with Wildflower Drive to proposed offset. The existing storm sewer and catch basins must be relocated No watermain oversizing is applicable for this development and the watermain does not extended to serve adjacent properties or looped to connect at 39th Street. & PLANNED UNIT DEVELOPMENT (PUD) FINAL PLAN APPLICATION 5. The developer will be responsible to place hydrants and water system valves internal to the site as determined by the Lake Elmo Public Works Director and Fire Department. At a minimum, an additional gate extension to maintain the maximum number of Applicant Response 6. The plans must be revised such that all water/sewer services are installed perpendicular to the main with no bends. When outside of the paved street. Applicant Response 7. The watermain construction Plans must be prepared meeting all city design standards and plan format requirements, including the use of city standard plan notes, details and specifications. Applicant Response MUNICIPAL SANITARY SEWER 1. The proposed site is located in the Old Village MUSA area in the city’s Comprehensive Plan and will discharge to the MCES Cottage Grove Ravine Interceptor. Applicant Response 2. Sanitary sewer service is available to the site with a connection to an existing 8 sanitary sewer stub located along 39th Street North. Applicant Response 3. The developer will be responsible to extend sanitary sewer service into the development at the developer’s sole cost with the extension of an 8 Applicant Response 4. No sanitary sewer oversizing is need to be extended to serve adjacent properties. Applicant Response FINAL PLAT APPLICATION & PLANNED UNIT DEVELOPMENT (PUD) FINAL PLAN APPLICATION loper will be responsible to place hydrants and water system valves internal to determined by the Lake Elmo Public Works Director and Fire Department. At a minimum, an additional gate valve must be installed along the easterly watermain extension to maintain the maximum number of services for isolation at 20 units. Applicant Response: Satisfied. Please see Sheet 26. The plans must be revised such that all water/sewer services are installed perpendicular to no bends. When the use of bends is unavoidable, they must be located outside of the paved street. Applicant Response: This has been satisfied to the greatest extent pos The watermain construction Plans must be prepared meeting all city design standards and requirements, including the use of city standard plan notes, details and Applicant Response: Satisfied. MUNICIPAL SANITARY SEWER The proposed site is located in the Old Village MUSA area in the city’s Comprehensive discharge to the MCES Cottage Grove Ravine Interceptor. Applicant Response: Satisfied. Sanitary sewer service is available to the site with a connection to an existing 8 located along 39th Street North. Applicant Response: Satisfied. The developer will be responsible to extend sanitary sewer service into the development sole cost with the extension of an 8‐inch PVC sanitary sewer main. Applicant Response: Satisfied. No sanitary sewer oversizing is applicable for this development and the sewer does not to serve adjacent properties. Applicant Response: Satisfied. & PLANNED UNIT DEVELOPMENT (PUD) FINAL PLAN APPLICATION loper will be responsible to place hydrants and water system valves internal to determined by the Lake Elmo Public Works Director and Fire Department. At valve must be installed along the easterly watermain services for isolation at 20 units. The plans must be revised such that all water/sewer services are installed perpendicular to the use of bends is unavoidable, they must be located to the greatest extent possible. The watermain construction Plans must be prepared meeting all city design standards and requirements, including the use of city standard plan notes, details and The proposed site is located in the Old Village MUSA area in the city’s Comprehensive Sanitary sewer service is available to the site with a connection to an existing 8 ‐inch The developer will be responsible to extend sanitary sewer service into the development ‐inch PVC sanitary sewer main. applicable for this development and the sewer does not & PLANNED UNIT DEVELOPMENT (PUD) FINAL PLAN APPLICATION 5. The plans must be revised such that all water/sewer services are installed perpendicular to the main with no bends. When the use of bends is unavoidable, they must be located outside of the paved street. Applicant Response 6. The sanitary sewer construction Plans must be prepared meeting all city design standards and plan format requirements, including the use of city standard plan notes, details and specifications. Applicant Response LANDSCAPE IMPROVEMENTS 1. Revise the landscape plans to remove all conflicts with storm water pond maintenance access routes and emergency overflow pathways. Some encroachments/conflicts remain. Applicant Response 2. Landscaping Improvements. The site plan shows tree plantings placed immediately along easement lines in many locations plantings therefore must be field surveyed plans must be revised to clearly call out installation Applicant Response from the easement line to avoid error. An additional note was added about the city’s requirements of surveying and staking all trees prior to installation on the overall landscape sheet. 3. City design standard boulevard trees be revised to be in accordance with city design standards or specific permission must be requested and granted by the city can be approved. Applicant Response for the trees along Woodhelm Ct. to be located in Front Yards as opposed to in the boulevards between sidewalks and curb. The typical street section does not need to include trees FINAL PLAT APPLICATION & PLANNED UNIT DEVELOPMENT (PUD) FINAL PLAN APPLICATION The plans must be revised such that all water/sewer services are installed perpendicular to When the use of bends is unavoidable, they must be located outside of the paved street. Applicant Response: This has been satisfied to the greatest extent pos The sanitary sewer construction Plans must be prepared meeting all city design standards requirements, including the use of city standard plan notes, details and Applicant Response: Satisfied. LANDSCAPE IMPROVEMENTS Revise the landscape plans to remove all conflicts with storm water pond maintenance emergency overflow pathways. Some encroachments/conflicts remain. Applicant Response: Satisfied. Please see Sheet 36. Landscaping Improvements. The site plan shows tree plantings placed immediately along many locations leaving zero tolerance for installation error. Tree plantings therefore must be field surveyed to ensure encroachments are avoided. The plans must be revised to clearly call out installation requirements. Applicant Response: Satisfied. Please see sheet 36. Trees have been pushed back from the easement line to avoid error. An additional note was added about the city’s requirements of surveying and staking all trees prior to installation on the overall landscape sheet. City design standard boulevard trees have been eliminated from the plans. The plans must in accordance with city design standards or specific permission must be requested and granted by the city before the landscape plans and street typical sections Applicant Response: The Applicant was informed that the City’s preference is for the trees along Woodhelm Ct. to be located in Front Yards as opposed to in between sidewalks and curb. The typical street section does not need to include trees in the ROW area if they are moved back to the front yards. & PLANNED UNIT DEVELOPMENT (PUD) FINAL PLAN APPLICATION The plans must be revised such that all water/sewer services are installed perpendicular to When the use of bends is unavoidable, they must be located This has been satisfied to the greatest extent possible. The sanitary sewer construction Plans must be prepared meeting all city design standards requirements, including the use of city standard plan notes, details and Revise the landscape plans to remove all conflicts with storm water pond maintenance emergency overflow pathways. Some encroachments/conflicts remain. Landscaping Improvements. The site plan shows tree plantings placed immediately along leaving zero tolerance for installation error. Tree to ensure encroachments are avoided. The Trees have been pushed back from the easement line to avoid error. An additional note was added about the city’s requirements of surveying and staking all trees prior to installation on the have been eliminated from the plans. The plans must in accordance with city design standards or specific permission must be before the landscape plans and street typical sections the City’s preference is for the trees along Woodhelm Ct. to be located in Front Yards as opposed to in between sidewalks and curb. The typical street section does not in the ROW area if they are moved back to the front yards. & PLANNED UNIT DEVELOPMENT (PUD) FINAL PLAN APPLICATION Applicant Response to City Roads, Drives Lanes, and Parking Areas 1. All roads and drive lanes shall meet the Lake Elmo Fire Department requirements for widths and turning radiuses. Applicant Response 2. Approved fire apparatus roads shall be provided and maintained throughout all development phases in coordina departments. Applicant Response 3. An approved signage and marking plan shall be determined for all No Parking and Fire Lane access roads. On-street parking shall review by Engineering and Public Works. Parking shall be prohibited on both sides of private drive lanes. Applicant Response side of the street only. Applicant does not have private drives within its development, however agreed to one City’s approval of the street width reductio does not dictate specified on where residents and guests cannot park). Each unit has the ability to park 4 cars (two in garage, two in the driveway). An additional 15 located throughout the site. Please refer to the parking diagram 4. All parking areas shall be capable of supporting and imposed load of fire apparatus weighing up to 75,000 pounds. Applicant Response: Fire Detection and Suppression 1. Fire sprinkler systems shall be installed in the townhomes buildings complaint with provisions of 2016 NFPA Standard 13D, Installation of Sprinkler Systems in One and Two Family Dwellings or IRC P2904. City permit required prior to initiation of work. Applicant Response FINAL PLAT APPLICATION & PLANNED UNIT DEVELOPMENT (PUD) FINAL PLAN APPLICATION Applicant Response to City Fire Chief Memo dated November 22 Roads, Drives Lanes, and Parking Areas. All roads and drive lanes shall meet the Lake Elmo Fire Department requirements for widths and turning radiuses. Applicant Response: Satisfied. Approved fire apparatus roads shall be provided and maintained throughout all development phases in coordination with engineering, public works, planning, and fire Applicant Response: Applicant understands this expectation and will comply. An approved signage and marking plan shall be determined for all No Parking and Fire street parking shall be provided in approved locations following review by Engineering and Public Works. Parking shall be prohibited on both sides of Applicant Response: Applicant has complied with only allowing parking on one side of the street only. Applicant does not have private drives within its development, however agreed to one-sided street parking on connection with the City’s approval of the street width reduction from 32’ to 28’. The applicant’s plan does not dictate specified on-street parking areas (other than signage showing where residents and guests cannot park). Each unit has the ability to park 4 cars (two in garage, two in the driveway). An additional 15 on-street parking spots are located throughout the site. Please refer to the parking diagram enclosed All parking areas shall be capable of supporting and imposed load of fire apparatus weighing up to 75,000 pounds. Applicant Response: All streets will be constructed per city details and specs. Fire Detection and Suppression Fire sprinkler systems shall be installed in the townhomes buildings complaint with provisions of 2016 NFPA Standard 13D, Installation of Sprinkler Systems in One and Two Family Dwellings or IRC P2904. City permit required prior to initiation of work. plicant Response: Applicant understands this requirement and will comply. & PLANNED UNIT DEVELOPMENT (PUD) FINAL PLAN APPLICATION 22, 2023 All roads and drive lanes shall meet the Lake Elmo Fire Department requirements for Approved fire apparatus roads shall be provided and maintained throughout all tion with engineering, public works, planning, and fire Applicant understands this expectation and will comply. An approved signage and marking plan shall be determined for all No Parking and Fire provided in approved locations following review by Engineering and Public Works. Parking shall be prohibited on both sides of Applicant has complied with only allowing parking on one side of the street only. Applicant does not have private drives within its sided street parking on connection with the n from 32’ to 28’. The applicant’s plan street parking areas (other than signage showing where residents and guests cannot park). Each unit has the ability to park 4 cars street parking spots are enclosed. All parking areas shall be capable of supporting and imposed load of fire apparatus per city details and specs. Fire sprinkler systems shall be installed in the townhomes buildings complaint with provisions of 2016 NFPA Standard 13D, Installation of Sprinkler Systems in One and Two Family Dwellings or IRC P2904. City permit required prior to initiation of work. Applicant understands this requirement and will comply. & PLANNED UNIT DEVELOPMENT (PUD) FINAL PLAN APPLICATION 2. The fire department recommends the installation of fire sprinkler systems within the twin homes in order to achieve the same level of life safety protection within the development. Applicant Response system within the twin homes as a condition for the road width reduction. 3. Fire hydrants shall be provide and Public Works. Applicant Response Address and Street Naming Systems 1. Building address numbers shall be plainly visible from the street fronting the property and shall be contrasting color from the background. Applicant Response 2. Size and placement of address numbers shall b departments Applicant Response 3. Street names and addressing shall be consistent with the Washing County Uniform Street Naming and Property Numbering System. Street names shall be approved by the City of Lake Elmo. Applicant Response Gates, Locks, and Access 1. Project construction phasing shall accommodate emergency access to the entire construction zone at all times. Applicant Response comply. Applicant Response to City 2024 The Applicant submitted revised landscape plans and cross sections for the proposed development after the City’s landscape architect issued its Janua applicant received a subsequent FINAL PLAT APPLICATION & PLANNED UNIT DEVELOPMENT (PUD) FINAL PLAN APPLICATION The fire department recommends the installation of fire sprinkler systems within the twin homes in order to achieve the same level of life safety protection within the development. Applicant Response: The Applicant has agreed to the installation of fire system within the twin homes as a condition for the road width reduction. Fire hydrants shall be provided in approved locations following review by Engineering Applicant Response: Please see Sheets 25 and 26. Street Naming Systems Building address numbers shall be plainly visible from the street fronting the property and shall be contrasting color from the background. Applicant Response: See architectural plans. Size and placement of address numbers shall be approved by the fire and planning Applicant Response: Applicant will work with fire and planning on approvals. Street names and addressing shall be consistent with the Washing County Uniform Street Naming and Property Numbering System. Street names shall be approved by the City of Applicant Response: Satisfied. Project construction phasing shall accommodate emergency access to the entire construction zone at all times. Applicant Response: The Application understands this expectation and will Applicant Response to City Landscape Engineer’s Memo dated January 10, pplicant submitted revised landscape plans and cross sections for the proposed ’s landscape architect issued its January 10, 2024 memo. The memo dated March 6, 2024. In this memo, the City & PLANNED UNIT DEVELOPMENT (PUD) FINAL PLAN APPLICATION The fire department recommends the installation of fire sprinkler systems within the twin homes in order to achieve the same level of life safety protection within the development. The Applicant has agreed to the installation of fire sprinkler system within the twin homes as a condition for the road width reduction. in approved locations following review by Engineering Building address numbers shall be plainly visible from the street fronting the property e approved by the fire and planning fire and planning on approvals. Street names and addressing shall be consistent with the Washing County Uniform Street Naming and Property Numbering System. Street names shall be approved by the City of Project construction phasing shall accommodate emergency access to the entire : The Application understands this expectation and will January 10, pplicant submitted revised landscape plans and cross sections for the proposed ry 10, 2024 memo. The dated March 6, 2024. In this memo, the City’s landscape & PLANNED UNIT DEVELOPMENT (PUD) FINAL PLAN APPLICATION architect stated the landscape plan is recommended for approval. The memo did make the following observations. Tree Preservation: 105. 12. 470 1. A tree preservation plan has already been submitted that meets all requirements, which means that the updated tree preservation plan will also suffice. H noted that removals of some of trees along the northeast lot line may intended to be preserved. If possible, fell the trees without removing the root sy excavation could impact the critical root zone (CRZ) of 105.12.470 (c) (13) b. says that “If an applicant damage that is intended to be preserved to the point that City staff believe survive, the applicant must remit to the City a cash mitigation, calculated per diameter inch of the removed or damaged tree in the amount set Applicant Response Landscape Requirements: 105. 12. 480 1. The landscape plan now satisfies the screening requirements. 2. Elevations and cross-sections showing the screening approach along the northern edge of the property have been provided to illustrate the proposed mitigation of impacts of the development on less intense adjacent la FINAL PLAT APPLICATION & PLANNED UNIT DEVELOPMENT (PUD) FINAL PLAN APPLICATION plan is recommended for approval. The memo did make the A tree preservation plan has already been submitted that meets all requirements, which that the updated tree preservation plan will also suffice. However, it should be removals of some of trees along the northeast lot line may impact trees now preserved. If possible, fell the trees without removing the root sy impact the critical root zone (CRZ) of trees intended to be preserved. ** 105.12.470 (c) (13) b. says that “If an applicant damages or removes a significant tree that is intended to be preserved to the point that City staff believes the tree will not survive, the applicant must remit to the City a cash mitigation, calculated per diameter inch of the removed or damaged tree in the amount set forth in the City fee schedule. Applicant Response: The Applicant understands the expectation and will comply. Landscape Requirements: 105. 12. 480 satisfies the screening requirements. sections showing the screening approach along the northern edge of property have been provided to illustrate the proposed mitigation of impacts of the development on less intense adjacent land uses. & PLANNED UNIT DEVELOPMENT (PUD) FINAL PLAN APPLICATION plan is recommended for approval. The memo did make the A tree preservation plan has already been submitted that meets all requirements, which owever, it should be impact trees now preserved. If possible, fell the trees without removing the root system, as trees intended to be preserved. ** or removes a significant tree s the tree will not survive, the applicant must remit to the City a cash mitigation, calculated per diameter forth in the City fee schedule.” on and will comply. sections showing the screening approach along the northern edge of property have been provided to illustrate the proposed mitigation of impacts of the At Home Apartments, LLC 1289 Grand Avenue Saint Paul. MN 55105 Lake Elmo Townhomes Todd Anderson Lake Elmo Townhome Development East & West of Wildflower Drive Site Renderings, Townhome Floor Plans and Elevation Drawings Lake Elmo Townhome Elevations December 13, 2023 Wildflower Drive and 39th Street , Lake Elmo, Minnesota A Townhome Building #1 Townhome Building #2 Townhome Building #3 Townhome Building #4 Townhome Building #5 Townhome Building #6 Townhome Building #7 Townhome Building #8Townhome Building #9 Townhome Building Map East of Wildflower Dr. Lake Elmo Townhome Elevations December 13, 2023 Wildflower Drive and 39th Street , Lake Elmo, Minnesota A Townhome Building #1 Townhome Building #9 Townhome Building Map West of Wildflower Dr. Townhome Building #10 Townhome Building #11 Townhome Building #12 Townhome Building #13 Townhome Building #14 Lake Elmo Townhome Elevations December 13, 2023 Wildflower Drive and 39th Street , Lake Elmo, Minnesota A A 01 Aerial Entire Townhome Development scale:None Lake Elmo Townhome Elevations December 13, 2023 Wildflower Drive and 39th Street , Lake Elmo, Minnesota 01A A 01 4.6 Acre Aerial Looking NW scale:None A 01 4.6 Acre Aerial Looking East scale: None Lake Elmo Townhome Elevations December 13, 2023 Wildflower Drive and 39th Street , Lake Elmo, Minnesota 02A A 02 Upper Floor Plan scale: 1/8”=1' A 01 Main Floor Plan scale: 1/8”=1' A 05 Rear Elevation scale: 1/8”=1' A 03 Front Elevation scale: 1/8”=1' A 04 Side Elevation scale: 1/8”=1' 50’-0” 33 ’ - 0 ” 5’-0” 20’-0”20’-0” 21 ’ - 0 ” 57 ’ - 0 ” 58 ’ - 0 ” 12 ’ - 0 ” 12’-0” 30 ’ - 0 ” 15 ’ - 0 ” 13’-0” 50’-0” 19 ’ - 0 ” 2’-0” 1’ - 0 ” 30 ' - 4 " Cultured Stone (limestone) Lp Smart Vertical Siding Board and Batten Snowcap White in color spaced at 1 foot on Center Window, Door, Freeze Board, and Accent Trim 6” Snowcap White LP Smart Lap Siding. 10” Reveal Snowcap White LP Smart Lap Siding. 4” Reveal Snowcap White Black or Dark Grey Asphalt Shingles 1’-0” 2’-0” 1’ - 0 ” 2'-0" 1'-0" 8:12 Roof Pitch 6:12 Roof Pitch 4:12 Roof Pitch Lp Smart Vertical Siding Board and Batten Snowcap White in color spaced at 1 foot on Center Garage Door Design TBD Garage SQFT 460 Garage SQFT 480 Window, Door, Freeze Board, and Accent Trim 6” Snowcap White Cultured Stone Veneer 6068/6010 20 2 0 6050/6010 3068 16 x 7 Over Head Door 6068/60106050/6010 20 2 0 20 2 0 3068 16 x 7 Over Head Door 20 2 0 20 2 0 20 2 0 5048 20 2 0 6036 50 1 6 36 4 8 20 2 0 20 2 0 20 2 0 504850485048 50485048 50485048 36 4 8 20 2 0 20 2 0 6036 50 1 6 3068 3068 3068 3068 Utility RoomUtility Room Central A/C Gas/Elec. MetersGas/Elec. Meters Central A/C A 06 Notes CENTRAL A/C EQUIPMENT ARE ON THE BACK OF EACH UNIT USING OUR LOT LINE LANDSCAPE PLANTINGS AS A NATURAL SCREEN WE HAVE DONE OUR BEST TO ANTICIPATE WHERE XCEL ENERGY WILL PLACE THE GAS AND ELECTRIC METERS. PLEASE REFER TO FLOOR PLANS AND ELEVATION DRAWINGS OUR INTENTION IS FOR HVAC VENTING TO EXIT OUT ROOF WHENEVER POSSIBLE WE ARE NOT PLANNING ON USING UTILITY VAULTS PLEASE REFER TO THE ENGINEERING UTILITY PLANS FOR INFORMATION REGARDING CONDUITS AND ESTIMATED LOCATIONS ALL OTHER HVAC EQUIPMENT WILL BE INSTALLED INSIDE EACH UNIT WITH ACCESS FROM GARAGE. REFER TO FLOOR PLANS WE WILL NOT HAVE CENTRAL TRASH AREAS EACH UNIT HAS INDIVIDUAL TRASH BINS MEANT TO BE STORED IN EACH OF THE GARAGES. EXTERIOR LIGHTING WILL BE SHIELDED FROM PRODUCING OUTWARD LIGHT Lake Elmo Townhome Elevations December 13, 2023 Wildflower Drive and 39th Street , Lake Elmo, Minnesota 03A A 01 Main Floor Plan scale: 1/8”=1' A 02 Upper Floor Plan scale: 1/8”=1' A 05 Rear elevation scale: 1/8”=1' A 03 Front Elevation scale: 1/“8=1' 50’-0” 29 ’ - 0 ” 5’-0” 20’-0”20’-0” 25 ’ - 0 ” 57 ’ - 0 ” 58 ’ - 0 ” 12 ’ - 0 ” 12’-0” 30 ’ - 0 ” 4’ - 0 ” 15 ’ - 0 ” 13’-0” 50’-0” 19 ’ - 0 ” 2’-0” 1’ - 0 ” 1’-0” 2’-0” 1’ - 0 ” 31 ' - 8 " 1’-0”2’-0” 2’-0” 1'-0" 8:12 Roof Pitch 10:12 Roof Pitch 5:12 Roof Pitch Black or Dark Grey Asphalt Shingles LP Smart Vertical Board and Batten Quarry Grey spaced at 1’ on Center Window, Door, Freeze Board And Accent Trim 6” Snowcap White 18” x 12” White PVC Decorative Brackets 6” x 6” White PVC Decorative Corbals Lp Smart Lap Siding 4” Reveal Snowcap White Lp Smart Lap Siding 4” Reveal Snowcap White Window, Door, Freeze Board And Accent Trim 6” Snowcap White LP Smart Vertical Board and Batten Quarry Grey spaced at 1’ on Center LP Smart Lap Siding 6” Reveal Snowcap White 8:12 Roof Pitch A 04 Side Elevation scale: 1/8”=1' Garage SQFT 460 Garage SQFT 480 6068/6010 20 2 0 6050/6010 3068 16 x 7 Over Head Door 6068/60106050/6010 20 2 0 20 2 0 3068 16 x 7 Over Head Door 20 2 0 20 2 0 20 2 0 6036 50 1 6 36 4 8 20 2 0 20 2 0 50485048 5048 5048 36 4 8 20 2 0 20 2 0 6036 50 1 6 3068 3068 3068 3068 6” x 6” Post Utility RoomUtility Room Central A/C Gas/Elec. MetersGas/Elec. Meters Central A/C A 06 Notes CENTRAL A/C EQUIPMENT ARE ON THE BACK OF EACH UNIT USING OUR LOT LINE LANDSCAPE PLANTINGS AS A NATURAL SCREEN WE HAVE DONE OUR BEST TO ANTICIPATE WHERE XCEL ENERGY WILL PLACE THE GAS AND ELECTRIC METERS. PLEASE REFER TO FLOOR PLANS AND ELEVATION DRAWINGS OUR INTENTION IS FOR HVAC VENTING TO EXIT OUT ROOF WHENEVER POSSIBLE WE ARE NOT PLANNING ON USING UTILITY VAULTS PLEASE REFER TO THE ENGINEERING UTILITY PLANS FOR INFORMATION REGARDING CONDUITS AND ESTIMATED LOCATIONS ALL OTHER HVAC EQUIPMENT WILL BE INSTALLED INSIDE EACH UNIT WITH ACCESS FROM GARAGE. REFER TO FLOOR PLANS WE WILL NOT HAVE CENTRAL TRASH AREAS EACH UNIT HAS INDIVIDUAL TRASH BINS MEANT TO BE STORED IN EACH OF THE GARAGES. EXTERIOR LIGHTING WILL BE SHIELDED FROM PRODUCING OUTWARD LIGHT Lake Elmo Townhome Elevations December 13, 2023 Wildflower Drive and 39th Street , Lake Elmo, Minnesota 04A A 02 Upper Level Plan scale: 1/8”=1' A 01 Main Floor Plan scale: 1/8”=1' A 05 Rear Elevation scale: 1/8”=1' A 03 Front Elevation scale: 1/8”=1' 30 ’ - 4 ” Lp Smart Vertical Siding Board and Batten Snowcap White in color spaced at 1 foot on Center Window, Door, Freeze Board, and Accent Trim 6” Snowcap White Black or Dark Grey Asphalt Shingles 1/4" 1’-0” 8:12 Roof Pitch6:12 Roof Pitch 4:12 Roof Pitch Lp Smart Vertical Siding Board and Batten Snowcap White in color spaced at 1 foot on Center Lp Smart Vertical Siding Board and Batten Summit Blue in color spaced at 1 foot on Center Window, Door, Freeze Board, and Accent Trim 6” Snowcap White Lp Smart Vertical Siding Board and Batten Summit Blue in color spaced at 1 foot on Center LP Smart Lap Siding. 10” Reveal Snowcap White 50’-0” 29 ’ - 0 ” 5’-0” 20’-0”20’-0” 25 ’ - 0 ” 57 ’ - 0 ” 58 ’ - 0 ” 12 ’ - 0 ” 12’-0” 30 ’ - 0 ” 4’ - 0 ” 15 ’ - 0 ” 13’-0” 50’-0” 19 ’ - 0 ” 2’-0” 1’ - 0 ” 1’-0” 2’-0” 1’ - 0 ” A 04 Side Elevation scale: 1/8”=1' Garage SQFT 460 Garage SQFT 480 6068/6010 20 2 0 6050/6010 3068 16 x 7 Over Head Door 6068/60106050/6010 20 2 0 20 2 0 3068 16 x 7 Over Head Door 20 2 0 20 2 0 20 2 0 6036 50 1 6 36 4 8 20 2 0 20 2 0 50485048 5048 5048 36 4 8 20 2 0 20 2 0 6036 50 1 6 3068 3068 3068 3068 6” x 6” Post Utility RoomUtility Room Central A/C Gas/Elec. MetersGas/Elec. Meters Central A/C A 06 Notes CENTRAL A/C EQUIPMENT ARE ON THE BACK OF EACH UNIT USING OUR LOT LINE LANDSCAPE PLANTINGS AS A NATURAL SCREEN WE HAVE DONE OUR BEST TO ANTICIPATE WHERE XCEL ENERGY WILL PLACE THE GAS AND ELECTRIC METERS. PLEASE REFER TO FLOOR PLANS AND ELEVATION DRAWINGS OUR INTENTION IS FOR HVAC VENTING TO EXIT OUT ROOF WHENEVER POSSIBLE WE ARE NOT PLANNING ON USING UTILITY VAULTS PLEASE REFER TO THE ENGINEERING UTILITY PLANS FOR INFORMATION REGARDING CONDUITS AND ESTIMATED LOCATIONS ALL OTHER HVAC EQUIPMENT WILL BE INSTALLED INSIDE EACH UNIT WITH ACCESS FROM GARAGE. REFER TO FLOOR PLANS WE WILL NOT HAVE CENTRAL TRASH AREAS EACH UNIT HAS INDIVIDUAL TRASH BINS MEANT TO BE STORED IN EACH OF THE GARAGES. EXTERIOR LIGHTING WILL BE SHIELDED FROM PRODUCING OUTWARD LIGHT Lake Elmo Townhome Elevations December 13, 2023 Wildflower Drive and 39th Street , Lake Elmo, Minnesota 05A A 02 Upper Floor Plan scale: 1/8”=1' A 01 Main Floor Plan scale: 1/8”=1' A 04 Side Elevation scale: 1/8”=1' A 03 Front Elevation scale: 1/8”=1' 8:12 Roof Pitch 10:12 Roof Pitch 5:12 Roof Pitch Black or Dark Grey Asphalt Shingles LP Smart Vertical Board and Batten Quarry Grey spaced at 1’ on Center Window, Door, Freeze Board And Accent Trim 6” Snowcap White 18” x 12” White PVC Decorative Brackets 6” x 6” White PVC Decorative Corbals Lp Smart Lap Siding 4” Reveal Snowcap White Lp Smart Lap Siding 4” Reveal Snowcap White Window, Door, Freeze Board And Accent Trim 6” Snowcap White LP Smart Vertical Board and Batten Quarry Grey spaced at 1’ on Center LP Smart Lap Siding 6” Reveal Snowcap White 8:12 Roof Pitch A 05 Rear Elevation scale: 1/8”=1' 50’-0” 29 ’ - 0 ” 5’-0” 20’-0”20’-0” 25 ’ - 0 ” 57 ’ - 0 ” 58 ’ - 0 ” 12 ’ - 0 ” 12’-0” 30 ’ - 0 ” 4’ - 0 ” 15 ’ - 0 ” 13’-0” 50’-0” 19 ’ - 0 ” 2’-0” 1’ - 0 ” 1’-0” 2’-0” 1’ - 0 ” 1’-0”2’-0” 2'-0" 2’-0” 1'-0" Garage SQFT 460 Garage SQFT 480 6068/6010 20 2 0 6050/6010 3068 16 x 7 Over Head Door 6068/60106050/6010 20 2 0 20 2 0 3068 16 x 7 Over Head Door 20 2 0 20 2 0 20 2 0 6036 50 1 6 36 4 8 20 2 0 20 2 0 50485048 5048 5048 36 4 8 20 2 0 20 2 0 6036 50 1 6 3068 3068 3068 3068 31 ' - 8 " 6” x 6” Post Utility RoomUtility Room Central A/C Gas/Elec. MetersGas/Elec. Meters Central A/C A 06 Notes CENTRAL A/C EQUIPMENT ARE ON THE BACK OF EACH UNIT USING OUR LOT LINE LANDSCAPE PLANTINGS AS A NATURAL SCREEN WE HAVE DONE OUR BEST TO ANTICIPATE WHERE XCEL ENERGY WILL PLACE THE GAS AND ELECTRIC METERS. PLEASE REFER TO FLOOR PLANS AND ELEVATION DRAWINGS OUR INTENTION IS FOR HVAC VENTING TO EXIT OUT ROOF WHENEVER POSSIBLE WE ARE NOT PLANNING ON USING UTILITY VAULTS PLEASE REFER TO THE ENGINEERING UTILITY PLANS FOR INFORMATION REGARDING CONDUITS AND ESTIMATED LOCATIONS ALL OTHER HVAC EQUIPMENT WILL BE INSTALLED INSIDE EACH UNIT WITH ACCESS FROM GARAGE. REFER TO FLOOR PLANS WE WILL NOT HAVE CENTRAL TRASH AREAS EACH UNIT HAS INDIVIDUAL TRASH BINS MEANT TO BE STORED IN EACH OF THE GARAGES. EXTERIOR LIGHTING WILL BE SHIELDED FROM PRODUCING OUTWARD LIGHT Lake Elmo Townhome Elevations December 13, 2023 Wildflower Drive and 39th Street , Lake Elmo, Minnesota 06A A 01 Main Floor Plan scale: 1/8”=1' A 02 Upper Floor Plan scale: 1/8”=1' A 03 Front Elevation scale: 1/8”=1' A 04 Rear Perspective scale: 1/8”=1' 104’-0” 29 ’ - 9 ” Black or Dark Grey Asphalt Shingles6:12 Roof Pitch 6:12 Roof Pitch 4:12 Roof Pitch Cultured Stone Veneer 6” Door, Window, Freeze Board, and Accent Trim Snowcap White LP Smart Siding 10” Reveal Color to be Snowcap White LP Smart Siding 4” Reveal Color to Be Snowcap White LP Smart Vertical Board and Batten 1’ on Center Siding color to be Tundra Grey, Garden Sage, Or Summit Blue. Shown in Tundra Grey 6” Door, Window, Freeze Board and Accent Trims in Snowcap WhiteLP Smart Lap Siding. 10” Reveal Snowcap White 6:12 Roof Pitch 6:12 Roof Pitch 16” x 12” White PVC Decorative Bracket LP Smart Vertical Board and Batten 1’ on Center Siding color to be Tundra Grey, Garden Sage, Or Summit Blue. Shown in Tundra Grey LP Smart Siding 4” Reveal Color to Be Snowcap White A 04 Side Elevation scale: 1/8”=1' 2’-0” 1’-0” 1’-0” 2’-0” 1’-0” 1’-0” SQFT 460 SQFT 440 GarageGarage SQFT 460 SQFT 440 GarageGarage Open Below Open Below Open Below Open Below Open Below Open Below Open Below Open Below 36403640 3640 3640 3640 39 ' - 0 " 2046 36 4 8 2046 2046 20462046 20462046 20462046 20462046 20462046 6068 50 5 0 5040 6068 6068 6068 5040 50 5 0 3068 3068 3068 3068 3068 3068 3068 3068 3068 3068 3068 3068 16 x 7 Over Head Door 16 x 7 Over Head Door 16 x 7 Over Head Door 16 x 7 Over Head Door 6” x 6” Post Cultured Stone Veneer Utility RoomUtility Room Utility RoomUtility Room Central A/C Gas/Elec. Meters Gas/Elec. Meters Central A/C Gas/Elec. Meters Central A/CCentral A/C A 06 Notes CENTRAL A/C EQUIPMENT ARE ON THE BACK OF EACH UNIT USING OUR LOT LINE LANDSCAPE PLANTINGS AS A NATURAL SCREEN WE HAVE DONE OUR BEST TO ANTICIPATE WHERE XCEL ENERGY WILL PLACE THE GAS AND ELECTRIC METERS. PLEASE REFER TO FLOOR PLANS AND ELEVATION DRAWINGS OUR INTENTION IS FOR HVAC VENTING TO EXIT OUT ROOF WHENEVER POSSIBLE WE ARE NOT PLANNING ON USING UTILITY VAULTS PLEASE REFER TO THE ENGINEERING UTILITY PLANS FOR INFORMATION REGARDING CONDUITS AND ESTIMATED LOCATIONS ALL OTHER HVAC EQUIPMENT WILL BE INSTALLED INSIDE EACH UNIT WITH ACCESS FROM GARAGE. REFER TO FLOOR PLANS WE WILL NOT HAVE CENTRAL TRASH AREAS EACH UNIT HAS INDIVIDUAL TRASH BINS MEANT TO BE STORED IN EACH OF THE GARAGES. EXTERIOR LIGHTING WILL BE SHIELDED FROM PRODUCING OUTWARD LIGHT 3068 3068 3068 3068 104'-0" 14'-0"24'-0"28'-0"24'-0"14'-0" 51 ' - 0 " 70 ' - 0 " 20'-0"20'-0" 92'-0" Lake Elmo Townhome Elevations December 13, 2023 Wildflower Drive and 39th Street , Lake Elmo, Minnesota 07A A 02 Right Elevation scale: 1/8”=1' A 01 Front Elevation scale: 1/8”=1' A 04 Rear Perspective scale: 1/8”=1' A 03 Left Elevation scale: 1/8”=1' Cultured Stone Veneer Black or Dark Grey Asphalt shingles6:12 Roof Pitch 30 ' - 4 " 8:12 Roof Pitch 6:12 Roof Pitch 4:12 Roof Pitch Cultured Stone Veneer LP Smart Vertical Board and Batten 1’ On Center. Color is Tundra Grey LP Smart Vertical Board and Batten 1’ On Center. Color is Summit Blue LP Smart Lap Siding 6” Reveal Color to be Quarry Gray 6” Window, door, Freeze Board, and Accent Trims Color to be Snowcap White 16” x 12” White PVC Decorative Bracket LP Smart Lap Siding 4” Reveal Color to be Snowcap White LP Smart Lap Siding 6” Reveal Color to be Snowcap White LP Smart Vertical Board and Batten 1’ On Center. Color is Snowcap White LP Smart Lap Siding 6” Reveal Color to be Quarry Gray LP Smart Lap Siding 10” Reveal Color to be Quarry Gray LP Smart Vertical Board and Batten 1’ On Center. Color is Tundra Grey 8:12 Roof Pitch LP Smart Lap Siding 6” Reveal Color to be Snowcap White LP Smart Lap Siding 10” Reveal Color to be Snowcap White LP Smart Vertical Board and Batten 1’ On Center. Color is Snowcap White 8:12 Roof Pitch 6” Window, door, Freeze Board, and Accent Trims Color to be Snowcap White 6” Window, door, Freeze Board, and Accent Trims Color to be Snowcap White 1'-0"1'-0" 1'-0" 1'-0"1'-0" 2'-0"2'-0" 1'-0"Cultured Stone Veneer Cultured Stone Veneer A 05 Notes CENTRAL A/C EQUIPMENT ARE ON THE BACK OF EACH UNIT USING OUR LOT LINE LANDSCAPE PLANTINGS AS A NATURAL SCREEN WE HAVE DONE OUR BEST TO ANTICIPATE WHERE XCEL ENERGY WILL PLACE THE GAS AND ELECTRIC METERS. PLEASE REFER TO FLOOR PLANS AND ELEVATION DRAWINGS OUR INTENTION IS FOR HVAC VENTING TO EXIT OUT ROOF WHENEVER POSSIBLE WE ARE NOT PLANNING ON USING UTILITY VAULTS PLEASE REFER TO THE ENGINEERING UTILITY PLANS FOR INFORMATION REGARDING CONDUITS AND ESTIMATED LOCATIONS ALL OTHER HVAC EQUIPMENT WILL BE INSTALLED INSIDE EACH UNIT WITH ACCESS FROM GARAGE. REFER TO FLOOR PLANS WE WILL NOT HAVE CENTRAL TRASH AREAS EACH UNIT HAS INDIVIDUAL TRASH BINS MEANT TO BE STORED IN EACH OF THE GARAGES. EXTERIOR LIGHTING WILL BE SHIELDED FROM PRODUCING OUTWARD LIGHT Lake Elmo Townhome Elevations December 13, 2023 Wildflower Drive and 39th Street , Lake Elmo, Minnesota 08A A 01 Upper Floor Plan scale: 1/8”=1' A 02 Main Floor Plan scale: 1/8”=1' 150’-0” 58 ’ - 0 ” 12 ’ - 0 ” 5’-0” 25 ’ - 0 ” 12’-0” 150’-0” 30 ’ - 0 ” 5’-0” 15 ’ - 0 ” 13’-0” 19 ’ - 0 ” Garage SQFT 460 Garage SQFT 480 Garage SQFT 460 Garage SQFT 480 Garage SQFT 460 Garage SQFT 480 6068/6010 6050/6010 3068 16 x 7 Over Head Door 6068/60106050/6010 3068 16 x 7 Over Head Door 20 2 0 20 2 0 20 2 0 6068/6010 20 2 0 6050/6010 3068 16 x 7 Over Head Door 6068/60106050/6010 20 2 0 20 2 0 16 x 7 Over Head Door 3068 3068 3068 6068/6010 6050/60106068/60106050/6010 6036 50 1 6 50485048 5048 5048 36 4 8 20 2 0 20 2 0 6036 50 1 6 6036 50 1 6 50485048 5048 5048 6036 50 1 6 6036 50 1 6 50485048 5048 5048 6036 50 1 6 3068 3068 3068 3068 3068 3068 3068 3068 3068 3068 3068 3068 Utility RoomUtility Room Utility RoomUtility Room Utility RoomUtility Room Central A/C Gas/Elec. Meters Gas/Elec. Meters Central A/C Central A/CCentral A/C Central A/CCentral A/C Gas/Elec. Meters Gas/Elec. Meters PLEASE REFER TO NOTES ON PREVIOUS PAGE 33 ’ - 0 ” Lake Elmo Townhome Elevations December 13, 2023 Wildflower Drive and 39th Street , Lake Elmo, Minnesota 09A A 02 Main Floor Plan scale: 1/8”=1' A 01 Upper Floor Plan scale: 1/8”=1' 70 ’ - 0 “ A 03 Front Elevation scale: 1/8”=1' Black or Dark Grey Asphalt Shingles6:12 Roof Pitch 6:12 Roof Pitch 4:12 Roof Pitch Cultured Stone Veneer LP Smart Siding 10” Reveal Color to be Snowcap White LP Smart Siding 4” Reveal Color to Be Snowcap White LP Smart Vertical Board and Batten 1’ on Center Siding color to be Tundra Grey, Garden Sage, Or Summit Blue. Shown in Tundra Grey 1’-0” 6” Door, Window, Freeze Board and Accent Trims in Snowcap WhiteLP Smart Lap Siding. 10” Reveal Snowcap White 6:12 Roof Pitch 6:12 Roof Pitch 16” x 12” White PVC Decorative Bracket LP Smart Vertical Board and Batten 1’ on Center Siding color to be Tundra Grey, Garden Sage, Or Summit Blue. Shown in Tundra Grey A 04 Side Elevation scale: 1/8”=1' 2'-0" 1'-0" 1'-0" 2'-0" A 05 Rear Perspective scale: 1/8”=1' SQFT 460 SQFT 440 GarageGarage SQFT 460 SQFT 440 GarageGarage 6068 50 5 0 5040 6068 6068 6068 5040 50 5 0 3068 3068 3068 3068 3068 3068 3068 3068 3068 3068 3068 3068 16 x 7 Over Head Door 16 x 7 Over Head Door 16 x 7 Over Head Door 16 x 7 Over Head Door Open Below Open Below Open Below Open Below 3640 3640 3640 3640 2046 36 4 8 2046 2046 2046 2046 2046 2046 2046 6” x 6” Post Cultured Stone Veneer 39 ' - 0 " Utility RoomUtility Room Utility RoomUtility Room Central A/C Gas/Elec. Meters Gas/Elec. Meters Central A/C Gas/Elec. Meters Central A/CCentral A/C Central A/CCentral A/C A 06 Notes CENTRAL A/C EQUIPMENT ARE ON THE BACK OF EACH UNIT USING OUR LOT LINE LANDSCAPE PLANTINGS AS A NATURAL SCREEN WE HAVE DONE OUR BEST TO ANTICIPATE WHERE XCEL ENERGY WILL PLACE THE GAS AND ELECTRIC METERS. PLEASE REFER TO FLOOR PLANS AND ELEVATION DRAWINGS OUR INTENTION IS FOR HVAC VENTING TO EXIT OUT ROOF WHENEVER POSSIBLE WE ARE NOT PLANNING ON USING UTILITY VAULTS PLEASE REFER TO THE ENGINEERING UTILITY PLANS FOR INFORMATION REGARDING CONDUITS AND ESTIMATED LOCATIONS ALL OTHER HVAC EQUIPMENT WILL BE INSTALLED INSIDE EACH UNIT WITH ACCESS FROM GARAGE. REFER TO FLOOR PLANS WE WILL NOT HAVE CENTRAL TRASH AREAS EACH UNIT HAS INDIVIDUAL TRASH BINS MEANT TO BE STORED IN EACH OF THE GARAGES. EXTERIOR LIGHTING WILL BE SHIELDED FROM PRODUCING OUTWARD LIGHT 5040 6'-0" 51 ' - 0 " 104'-0" 14'-0"24'-0"28'-0"24'-0"14'-0" 18 ' - 0 " 104'-0" Lake Elmo Townhome Elevations December 13, 2023 Wildflower Drive and 39th Street , Lake Elmo, Minnesota 10A A 05 Rear Perspective scale: 1/8”=1' A 03 Front Elevation scale: 1/8”=1' A 02 Upper Floor Plan scale: 1/8”=1' A 01 Main floor Plan scale: 1/8”=1' Alternate Color Combinations Cultured Stone Veneer Black or Dark Grey Asphalt shingles 8:12 Roof Pitch 4:12 Roof Pitch 6” Window, door, Freeze Board, and Accent Trims Color to be Snowcap White 16” x 12” White PVC Decorative Bracket LP Smart Lap Siding 4” Reveal Color to be Snowcap White LP Smart Siding 4” Reveal Color to be Snowcap White LP Smart Lap Siding 10” Reveal Color to be Quarry Gray 8:12 Roof Pitch 3:12 Roof Pitch A 04 Side Elevation scale: 1/8”=1' Shown in Snowcap White Cultured Stone Veneer 6” x 6” Post 6” Window, door, Freeze Board, and Accent Trims Color to be Snowcap White 16” x 12” White PVC Decorative Bracket 33 ' - 4 " 1'-0" Garage Door TBD 2’-0” 1’-0” 1'-0" SQFT 460 SQFT 440 GarageGarage 6068 50 5 0 6068 3068 3068 3068 3068 3068 16 x 7 Over Head Door 16 x 7 Over Head Door 50 5 0 3068 Open Below Open Below 3640 3640 20 4 6 36 4 8 2046 2046 2046 36 4 8 39 ' - 0 " 52'-0" Utility RoomUtility Room Central A/C Gas/Elec. Meters Gas/Elec. Meters Central A/C A 06 Notes CENTRAL A/C EQUIPMENT ARE ON THE BACK OF EACH UNIT USING OUR LOT LINE LANDSCAPE PLANTINGS AS A NATURAL SCREEN WE HAVE DONE OUR BEST TO ANTICIPATE WHERE XCEL ENERGY WILL PLACE THE GAS AND ELECTRIC METERS. PLEASE REFER TO FLOOR PLANS AND ELEVATION DRAWINGS OUR INTENTION IS FOR HVAC VENTING TO EXIT OUT ROOF WHENEVER POSSIBLE WE ARE NOT PLANNING ON USING UTILITY VAULTS PLEASE REFER TO THE ENGINEERING UTILITY PLANS FOR INFORMATION REGARDING CONDUITS AND ESTIMATED LOCATIONS ALL OTHER HVAC EQUIPMENT WILL BE INSTALLED INSIDE EACH UNIT WITH ACCESS FROM GARAGE. REFER TO FLOOR PLANS WE WILL NOT HAVE CENTRAL TRASH AREAS EACH UNIT HAS INDIVIDUAL TRASH BINS MEANT TO BE STORED IN EACH OF THE GARAGES. EXTERIOR LIGHTING WILL BE SHIELDED FROM PRODUCING OUTWARD LIGHT 36 4 8 36 4 8 20 4 6 14'-0"24'-0"14'-0" 52'-0" 51 ' - 0 " 18 ' - 0 " 70 ' - 0 " 6'-0" Lake Elmo Townhome Elevations December 13, 2023 Wildflower Drive and 39th Street , Lake Elmo, Minnesota 11A A 03 Front Elevation scale: 1/8”=1' A 04 Side Elevation scale: 1/8”=1' A 05 Rear Perspective scale: 1/8”=1' A 01 Main floor Plan scale: 1/8”=1' A 02 Upper Floor Plan scale: 1/8”=1' Black or Dark Grey Asphalt ShinglesLp Smart Lap Siding, 4” Reveal Color to be Snowcap White LP Smart Lap Siding 4” Reveal Color to be Tundra Grey 6” Window, Door, Freeze Board, And Accent Trim. Color to be Snowcap White LP Smart Vertical Board and Batten 1’ on Center. Color to be Snowcap White Lp Smart Lap Siding, 4” Reveal Color to be Snowcap White 4:12 Roof Pitch 1’-0” 1’-0” Garage Door design TBD 2'-0" 1’-0” 1’-2”1'-0" Black or Dark Grey Asphalt Shingles Black or Dark Grey Asphalt Shingles 6:12 Roof Pitch 3:12 Roof Pitch6:12 Roof Pitch 4:12 Roof Pitch LP Smart Vertical Board and Batten 1’ on Center. Color to be Snowcap White LP Smart Vertical Board and Batten 1’ on Center. Color to be Snowcap White Lp Smart Lap Siding, 4” Reveal Color to be Snowcap White LP Smart Lap Siding 4” Reveal Color to be Tundra Grey 6” Window, Door, Freeze Board, And Accent Trim. Color to be Snowcap White 108’-0” 52 ’ - 0 ” 5’-0” 75 ’ - 0 ” 44’-0”> 34 ’ - 0 ” 108’-0” SQFT 506 SQFT 506 GarageGarage SQFT 506 SQFT 506 GarageGarage 20 2 0 6068 5040 20 2 0 36 2 0 3068 6068 6068 6068504050405040 3068 3068 3068 3068 3068 3068 3068 3068 3068 3068 3068 20 2 0 20 2 0 36 2 0 16 x 7 Over Head Door 16 x 7 Over Head Door 16 x 7 Over Head Door 16 x 7 Over Head Door 50 5 0 40 5 0 40 5 0 5040 5040 50 5 0 40 5 0 40 5 0 5040 5040 10’-0” 44’-0” 98’-0” Utility RoomUtility Room Utility RoomUtility Room Central A/C Gas/Elec. Meters Ga s / E l e c . M e t e r s Central A/C Gas/Elec. Meters Central A/CCentral A/C PLEASE REFER TO PREVIOUS PAGES NOTES 20 2 0 23 ' - 0 " 20 2 0 36 2 0 Lake Elmo Townhome Elevations December 13, 2023 Wildflower Drive and 39th Street , Lake Elmo, Minnesota 12A A 01 Upper Floor Plan scale: 1/8”=1' A 02 Main Floor Plan scale: 1/8”=1' A 04 Left Elevation scale: 1/8”=1' A 03 Front Elevation scale: 1/8”=1' A 05 Right Elevation scale: 1/8”=1' A 06 Rear Perspective scale: 1/8”=1' Black or Dark Grey Asphalt Shingles Lp Smart Lap Siding, 4” Reveal Color to be Quarry Grey LP Smart Lap Siding 6” Reveal Color to be Tundra Grey 6” Window, Door, Freeze Board, And Accent Trim. Color to be Snowcap White Lp Smart Lap Siding, 4” Reveal Color to be Snowcap White 4:12 Roof Pitch Garage Door Design TBD Black or Dark Grey Asphalt Shingles Black or Dark Grey Asphalt Shingles 6:12 Roof Pitch 8:12 Roof Pitch4:12 Roof Pitch LP Smart Vertical Board and Batten 1’ on Center. Color to be Tundra Grey LP Smart Vertical Board and Batten 1’ on Center. Color to be Tundra Grey Lp Smart Lap Siding, 10” Reveal Color to be Quarry Grey LP Smart Lap Siding 6” Reveal Color to be Quarry Grey 6” Window, Door, Freeze Board, And Accent Trim. Color to be Snowcap White Cultured Stone Veneer Cultured Stone Veneer Lp Smart Lap Siding, 10” Reveal Color to be Snowcap White LP Smart Vertical Board and Batten 1’ on Center. Color to be Tundra Grey 8:12 Roof Pitch 16” x 12” White PVC Decorative Bracket 50’-0” 102’-0” 102’-0” 50’-0” 18 ’ - 0 ” 49 ’ - 0 ” Garage SQFT 460 Garage SQFT 480 SQFT 460 SQFT 440 GarageGarage 6068/6010 20 2 0 6050/6010 3068 16 x 7 Over Head Door 6068/60106050/6010 20 2 0 20 2 0 3068 16 x 7 Over Head Door 3068 30683068 30683068 3068 3068 30683068 3068 6036 50 1 6 36 4 8 20 2 0 20 2 0 50485048 5048 5048 6036 50 1 6 8:12 Roof Pitch 33 ’ - 6 ” 30 ' - 4 " Lp Smart Lap Siding, 10” Reveal Color to be Snowcap White 16 x 7 Over Head Door 16 x 7 Over Head Door 1'-0"1'-0"1'-0" 2’-0” 1'-0" 1’-0” Utility RoomUtility Room Utility RoomUtility Room Ga s / E l e c . M e t e r s Gas/Elec. Meters Central A/C Central A/C Central A/C Central A/C Gas/Elec. Meters PLEASE REFER TO NEXT PAGES NOTES 51 ' - 0 " 19 ' - 0 " 58 ’ - 0 ” 11 ' - 0 " 7' - 0 " 14'-0"14'-0" 24'-0" 8’ - 4 ” 52'-0" 39 ’ - 0 ” 57’-0” 36 4 8 3048 3048 3048 3048 30 4 8 30 4 8 5048 5048 Open Below Open Below Lake Elmo Townhome Elevations December 13, 2023 Wildflower Drive and 39th Street , Lake Elmo, Minnesota 13A A 02 Main Floor Plan scale: 1/8”=1' A 01 Upper Floor Plan scale: 1/8”=1' A 04 Side Elevation scale: 1/8”=1' A 03 Front Elevation scale: 1/8”=1' Garage SQFT 440 Garage SQFT 440 Garage SQFT 440 Garage SQFT 440 32 ' - 0 " 1'-0"1'-0" Black or Dark Grey Asphalt Shingles 4:12 Roof Pitch 10:12 Roof Pitch Garage Door Design TBD LP Smart Vertical Board and Batten 1’ on Center Color to be Snowcap White 6” Window, Door, Freeze Board, And Accent Trim. Color to be Snowcap White LP Smart Lap Siding 6” Reveal Color to be Summit Blue 8:12 Roof Pitch 1'-6" 1'-0" 1'-0" 6” Window, Door, Freeze Board, And Accent Trim. Color to be Snowcap White 6” x 6” Post LP Smart Lap Siding 6” Reveal Color to be Summit Blue LP Smart Vertical Board and Batten 1’ on Center Color to be Snowcap White A 05 Rear Perspective scale: 1/8”=1' 6068 10860 3068 3060 3048 3060 3060 3060 3060 3060 3060 3060 3048 3048 3048 10860 10860 1086060686068 6068 12’-0” 12 ’ - 0 ” Utility RoomUtility Room Utility RoomUtility Room Central A/C Gas/Elec. Meters Gas/Elec. Meters Central A/C Central A/CCentral A/C Gas/Elec. Meters A 06 Notes CENTRAL A/C EQUIPMENT ARE ON THE BACK OF EACH UNIT USING OUR LOT LINE LANDSCAPE PLANTINGS AS A NATURAL SCREEN WE HAVE DONE OUR BEST TO ANTICIPATE WHERE XCEL ENERGY WILL PLACE THE GAS AND ELECTRIC METERS. PLEASE REFER TO FLOOR PLANS AND ELEVATION DRAWINGS OUR INTENTION IS FOR HVAC VENTING TO EXIT OUT ROOF WHENEVER POSSIBLE WE ARE NOT PLANNING ON USING UTILITY VAULTS PLEASE REFER TO THE ENGINEERING UTILITY PLANS FOR INFORMATION REGARDING CONDUITS AND ESTIMATED LOCATIONS ALL OTHER HVAC EQUIPMENT WILL BE INSTALLED INSIDE EACH UNIT WITH ACCESS FROM GARAGE. REFER TO FLOOR PLANS WE WILL NOT HAVE CENTRAL TRASH AREAS EACH UNIT HAS INDIVIDUAL TRASH BINS MEANT TO BE STORED IN EACH OF THE GARAGES. EXTERIOR LIGHTING WILL BE SHIELDED FROM PRODUCING OUTWARD LIGHT 3068 3068 3068 3068 3068 3068 3068 3068 3068 3068 16 x 7 Over Head Door16 x 7 Over Head Door16 x 7 Over Head Door 16 x 7 Over Head Door 20 2 0 20 2 0 3068 100'-0" 31 ' - 0 " 4' - 0 " 5'-0"40'-0"10'-0"40'-0"5'-0" 100'-0" 100'-0" 35 ’ - 0 ” 53 ' - 0 " 40'-0"10'-0"40'-0" Lake Elmo Townhome Elevations December 13, 2023 Wildflower Drive and 39th Street , Lake Elmo, Minnesota 14A A 09 Rear Perspective scale: 1/8”=1' A 04 Left Elevation scale: 1/8”=1' A 02 Main Floor Plan scale: 1/8”=1' A 01 Upper Floor Plan scale: 1/8”=1' A 05 Right Elevation scale: 1/8”=1' A 03 Front Elevation scale: 1/8”=1' Black or Dark Grey Asphalt Shingles LP Smart Lap Siding 6” Reveal Color to be Quarry Grey 6” Window, Door, Freeze Board, And Accent Trim. Color to be Snowcap White Lp Smart Lap Siding, 4” Reveal Color to be Snowcap White 4:12 Roof Pitch Garage Door design TBDBlack or Dark Grey Asphalt Shingles Black or Dark Grey Asphalt Shingles 8:12 Roof Pitch 6:12 Roof Pitch LP Smart Vertical Board and Batten 1’ on Center. Color to be Tundra Grey Lp Smart Lap Siding, 10” Reveal Color to be Quarry Grey LP Smart Lap Siding 6” Reveal Color to be Quarry Grey 6” Window, Door, Freeze Board, And Accent Trim. Color to be Snowcap White Cultured Stone Veneer Cultured Stone Veneer Lp Smart Lap Siding, 10” Reveal Color to be Snowcap White Lp Smart Lap Siding, 6” Reveal Color to be Snowcap White LP Smart Vertical Board and Batten 1’ on Center. Color to be Tundra Grey 6:12 Roof Pitch 16” x 12” White PVC Decorative Bracket 6:12 Roof Pitch 4:12 Roof Pitch 6” Window, Door, Freeze Board, And Accent Trim. Color to be Snowcap White 8:12 Roof Pitch 8:12 Roof pitch 6” Window, Door, Freeze Board, And Accent Trim. Color to be Snowcap White 1'-0"1'-0"1'-0" 1'-0" 2'-0"2'-0"1'-0" 1'-0" 2’-0” 1’-0” 1'-0" 1'-0" 50’-0” 102’-0” 8’ - 4 ” 49 ’ - 0 ” 102’-0” 50’-0” 18 ’ - 0 ” Garage SQFT 460 Garage SQFT 480 Garage SQFT 460 Garage SQFT 440 6068/6010 6050/6010 3068 16 x 7 Over Head Door 6068/60106050/6010 3068 16 x 7 Over Head Door 20 2 0 20 2 0 20 2 0 16 x 7 Over Head Door 16 x 7 Over Head Door 3068 3068 3068 3068 3068 30683068306830683068 6036 50 1 6 50485048 5048 5048 36 4 8 20 2 0 20 2 0 6036 50 1 6 Cultured Stone Veneer Cultured Stone Veneer 6” x 6” Post 6” x 6” Post Utility RoomUtility Room Utility RoomUtility Room Central A/C Gas/Elec. Meters Ga s / E l e c . M e t e r s Central A/C Gas/Elec. Meters PLEASE REFER TO PREVIOUS PAGES NOTES 6050/6010 6050/6010 36 4 8 36 4 8 30 2 0 20 2 0 20 2 0 3040 3040 3040 3040 5048504850485048 52'-0" 39 ' - 0 " Open Below Open Below Lake Elmo Townhome Elevations December 13, 2023 Wildflower Drive and 39th Street , Lake Elmo, Minnesota 15A A 05 Right Elevation scale: 1/8”=1' A 03 Front Elevation scale: 1/8”=1' A 06 Rear Perspective scale: 1/8”=1' A 04 Left Elevation scale: 1/8”=1' A 01 Upper Floor Plan scale: 1/8”=1' A 02 Main Floor Plan scale: 1/8”=1' 100’-0” 33 ’ - 0 ” 58 ’ - 0 ” 40’-0” 100’-0” 30 ’ - 0 ” 15 ’ - 0 ” 13’-0” 4’ - 0 ” LP Smart Vertical Board and Batten 1’ on Center Color to be Quarry Grey LP Smart Vertical Board and Batten 1’ on Center Color to be Snowcap White LP Smart Vertical Board and Batten 1’ on Center Color to be Tundra Grey 16” x 12” White PVC Decorative Bracket 6” Bump Out with Lap Siding 4” reveal With 6” White PVC Corbels Garage Door Design TBD 10:12 Roof Pitch 5:12 Roof Pitch 8:12 Roof Pitch 6” Bump Out with Lap Siding 4” reveal With 6” White PVC Corbels 16” x 12” White PVC Decorative Bracket LP Smart Vertical Board and Batten 1’ on Center Color to be Quarry Grey LP Smart Lap Siding 4” Reveal Color to be Snowcap White 6” Window, Door, Freeze Board, And Accent Trim. Color to be Snowcap White 6” Window, Door, Freeze Board, And Accent Trim. Color to be Snowcap White 6” Window, Door, Freeze Board, And Accent Trim. Color to be Snowcap White LP Smart Vertical Board and Batten 1’ on Center Color to be Tundra Grey 6” Bump Out with Lap Siding 4” reveal With 6” White PVC Corbels 8:12 Roof Pitch Black or Dark Grey Asphalt Shingles Black or Dark Grey Asphalt Shingles SQFT 460 Garage SQFT 480 GarageSQFT 460 Garage SQFT 480 Garage 12 ’ - 0 ” 12’-0” 6068/6010 6050/6010 3068 16 x 7 Over Head Door 6068/60106050/6010 3068 16 x 7 Over Head Door 20 2 0 20 2 0 20 2 0 6068/6010 20 2 0 6050/6010 3068 16 x 7 Over Head Door 6068/60106050/6010 20 2 0 20 2 0 3068 16 x 7 Over Head Door 3068 3068 3068 3068 3068 306830683068 6036 50 1 6 36 4 8 20 2 0 20 2 0 50485048 5048 5048 6036 50 1 6 6036 50 1 6 50485048 5048 5048 36 4 8 20 2 0 20 2 0 6036 50 1 6 6” x 6” Post 6” x 6” Post 1’-0” 2'-0" 2'-0" 2’-0” 1'-0" Utility RoomUtility Room Utility RoomUtility Room Central A/C Gas/Elec. Meters Ga s / E l e c . M e t e r s Central A/C Central A/CCentral A/C Gas/Elec. Meters PLEASE REFER TO NEXT PAGES NOTES 5’-0” Lake Elmo Townhome Elevations December 13, 2023 Wildflower Drive and 39th Street , Lake Elmo, Minnesota 16A A 05 Rear Elevation scale: 1/8”=1' A 03 Front Perspective scale: 1/8”=1' A 02 Left Elevation scale: 1/8”=1' A 01 Front Elevation scale: 1/8”=1' A 04 Right Elevation scale: 1/8”=1' LP Smart Vertical Board and Batten 1’ on Center Color to be Timberland Suede LP Smart Vertical Board and Batten 1’ on Center Color to be Snowcap White Garage Door Design TBD 16” x 12” White PVC Decorative Bracket Lp Smart Lap Siding, 4” Reveal Color to be Snowcap White Black or Dark Grey Asphalt Shingles 6” x 6” Post 6” Window, Door, Freeze Board, And Accent Trim. Color to be Snowcap White 6” Window, Door, Freeze Board, And Accent Trim. Color to be Snowcap White Lp Smart Lap Siding, 10” Reveal Color to be Snowcap White Lp Smart Lap Siding, 10” Reveal Color to be Snowcap White Lp Smart Lap Siding, 4” Reveal Color to be Snowcap White LP Smart Vertical Board and Batten 1’ on Center Color to be Timberland Suede LP Smart Vertical Board and Batten 1’ on Center Color to be Snowcap White 6:12 Roof Pitch 10:12 Roof Pitch 4:12 Roof Pitch 8:12 Roof Pitch 4:12 Roof Pitch Lp Smart Lap Siding, 4” Reveal Color to be Snowcap White Lp Smart Lap Siding, 10” Reveal Color to be Snowcap White LP Smart Vertical Board and Batten 1’ on Center Color to be Snowcap White LP Smart Vertical Board and Batten 1’ on Center Color to be Timberland Suede 6” Window, Door, Freeze Board, And Accent Trim. Color to be Snowcap White 6” x 6” Posts A 06 Notes CENTRAL A/C EQUIPMENT ARE ON THE BACK OF EACH UNIT USING OUR LOT LINE LANDSCAPE PLANTINGS AS A NATURAL SCREEN WE HAVE DONE OUR BEST TO ANTICIPATE WHERE XCEL ENERGY WILL PLACE THE GAS AND ELECTRIC METERS. PLEASE REFER TO FLOOR PLANS AND ELEVATION DRAWINGS OUR INTENTION IS FOR HVAC VENTING TO EXIT OUT ROOF WHENEVER POSSIBLE WE ARE NOT PLANNING ON USING UTILITY VAULTS PLEASE REFER TO THE ENGINEERING UTILITY PLANS FOR INFORMATION REGARDING CONDUITS AND ESTIMATED LOCATIONS ALL OTHER HVAC EQUIPMENT WILL BE INSTALLED INSIDE EACH UNIT WITH ACCESS FROM GARAGE. REFER TO FLOOR PLANS WE WILL NOT HAVE CENTRAL TRASH AREAS EACH UNIT HAS INDIVIDUAL TRASH BINS MEANT TO BE STORED IN EACH OF THE GARAGES. EXTERIOR LIGHTING WILL BE SHIELDED FROM PRODUCING OUTWARD LIGHT Lake Elmo Townhome Elevations December 13, 2023 Wildflower Drive and 39th Street , Lake Elmo, Minnesota 17A A 02 Main Floor Plan scale: 1/8”=1' A 01 Upper Floor Plan scale: 1/8”=1' Front Porch Below Garage BelowFront Porch Below Front Porch BelowFront Porch Below Front Porch BelowFront Porch Below Front Porch BelowFront Porch BelowGarage Below Garage BelowGarage Below Garage BelowGarage Below Garage BelowGarage Below SQFT 400 SQFT 420 GarageGarage SQFT 400 Garage SQFT 420 Garage Patio Front Porch Patio PatioPatio PatioPatio PatioPatio Front Porch Front Porch Front Porch 16 x 7 Over Head Door 16 x 7 Over Head Door 16 x 7 Over Head Door 16 x 7 Over Head Door 3068 3068 4030 4040 40 5 0 4050 4050 4040 20 2 0 4040 4040 20 2 0 40 5 0 2030 4050 4030 4030 4030306830683068 4050 40504050 4040 4040 4040 4040 4040 4040 4040 4040 4040 4040 4040 4040 4040 20 2 0 40404040 2020 3068 3068 3068 3068 3068 3068 3068 3068 30683068 3068 Utility Room Utility Room Utility Room Utility Room Central A/C Gas/Elec. Meters Ga s / E l e c . M e t e r s Central A/C Central A/CCentral A/C Gas/Elec. Meters Ga s / E l e c . M e t e r s PLEASE REFER TO NOTES ON PREVIOUS PAGE 20 2 0 20 2 0 2030 20 2 0 2030 2030 162'-8" 13’-3”54’-8”26’-8”54’-8”13’-3” 33 ' - 0 " 20’-4” 5' - 0 " 40’-8” 9' - 1 0 " 40’-8”40’-8”20’-4” 3’ - 2 ” 161'-8" 54'-2"26'-8"54'-2"13'-4"13'-4" 6’ - 2 ” 33 ' - 2 1 / 2 " 20'-10" 39’-2” 9’ - 2 ”       PAGE 1 of 3    MEMORANDUM  Date:  April 22, 2024        To:  Sophia Jensen, City Planner  Re:  Lake Elmo Townhomes 8 Final Plat‐PUD  Cc:  Nathan Fuerst, Planning Consultant    At Homes Apartments LLC    Jason Stopa, Community Development Director    PID 13.029.21.21.0007    Marty Powers, Public Works Director    PID 13.029.21.22.0029    Chad Isakson, PE, Assistant City Engineer      From:  Jack Griffin, PE, City Engineer          Engineering has reviewed the Lake Elmo Townhomes 8 Final Plat‐PUD received on April 5, 2024. The review  consisted of the following documentation:   Lake Elmo Townhomes 8 Final Plat received April 5 (not dated).   Lake Elmo Townhomes 8 Preliminary Plat dated January 8, 2024.   Lake Elmo Townhomes 8 Construction Plans dated April 4, 2024.   Lake Elmo Townhomes 8 Stormwater Management Plan dated March 4, 2024.      STATUS/FINDINGS: Engineering review comments have been provided in two separate memos; one for Final  PUD/Plat approval, and one to assist with the completion of the Site Construction Plans.  Please see the following  review comments relating to the Final PUD/Plat application.      FINAL PLAT AND EASEMENTS  1. The Final Plat shall not be recorded until the City Engineer approves the Final Construction Plans.  2. Outlot A is proposed as City owned and maintained and is dedicated for storm water management use.  Sheet 1 of the Final Plat shall be revised to identify the dedication of Outlot A to the City of Lake Elmo.  3. All easements as required by the City Engineer and Public Works Director shall be documented on the Final  Plat prior to the release of the Final Plat for recording. Revisions to the Final Plat, Outlot boundaries and  easements may be necessary as the Construction Plans are reviewed and finalized. All easement areas must  be free from all encroachments other than those approved by the City Engineer and upon execution of an  easement  encroachment  agreement.  Prohibited  encroachments  include, but are not limited to  trees,  landscaping, fences, retaining walls, stormwater basin grading, and building structures.  4. Dedicated drainage and utility easements, minimum 10‐feet wide, are required along all public roadway  frontage. Easements along public roadway have been shown on the  Final Plat as required. The drainage and  utility easements must be dedicated for use by small/dry utilities and therefore must be free from any  encroachments and must maintain grades that do not exceed 4%.  5. Dedicated utility easements will be required over all public watermain, sanitary sewer and storm sewer as  determined by the City Engineer and Public Works Director. Drainage and utility easements must be a  minimum width of 15 feet in each direction from centerline of pipe, hydrant or manhole structure. Revisions  to the Final Plat may be necessary as the Construction Plans are reviewed and finalized.  6. Drainage and utility easements are required over all stormwater 100‐year high‐water levels, maintenance  access roadways and maintenance benches; and to protect all emergency overflow pathways. Revisions to  the Final Plat may be necessary as the Construction Plans are reviewed and finalized.        PAGE 2 of 3  7. Site Access. Access to the proposed subdivision is shown from a new public street, 39th Street Court,  connecting to Wildflower Drive and extending both west and east from Wildflower Drive. The new streets  are proposed as a 350‐ft long cul‐de‐sac to the west and a 550‐ft long cul‐de‐sac to the east. The proposed  access  is  acceptable  from  an  access  management  and  sight  line  perspective.  Revisions  to  the  new  intersection at Wildflower Drive will be required to relocate existing storm sewer catch basins so that they  are located outside of the new intersection.  8. Secondary access is not required and dead‐end cul‐de‐sac streets have been accepted by the City as part of  the Preliminary Plat approval.  9. Each street is shown to be 28‐ft. wide within a 60‐ft right‐of‐way. A typical section was submitted that  shows the proposed street and right‐of‐way widths meeting these requirements.   10. Sidewalks are shown along both sides of the street as required in multi‐family subdivisions. A sidewalk  connection to the trail along 39th Street is also shown as required to enhance pedestrian connectivity.  11. A new 6‐ft. wide concrete sidewalk is shown along the east side on Wildflower Drive, along the full extents  of the development parcel and connecting to the existing sidewalk at Sunflower Lane as required.    12. Driveways. Final Plat approval must be contingent upon all driveways being installed in accordance with all  City ordinances, including minimum distance from intersections, driveway angles installed at 90‐degrees as  they cross public right‐of‐way, and distance between driveways.  13. It is recommended that the Final Plat approval include a condition to require a design/construction quality  control plan for all driveways that incorporates staking and City inspections prior to driveway construction  to avoid unacceptable design changes at the building permit phase or field changes by contractors.  14. Building and garage setbacks are shown at 25 feet from the right‐of‐way as required. The minimum 25 feet  setback must be maintained for all plan revisions to avoid vehicle overhang into the sidewalk path.  15. The subdivision improvements are subject to a storm water management plan (SWMP) meeting State,  Valley Branch Watershed District (VBWD) and city rules. Storm water facilities proposed as part of the  development to meet State and watershed permitting requirements must be constructed in accordance  with the City Engineering Design Standards Manual dated January 2022.  16. Public watermain and sanitary sewer are available to serve the subdivision with existing utilities located in  the right‐of‐way of 39th Street North. The developer will be responsible for all costs to extend utilities  within and throughout the subdivision to fully serve each proposed lot. Hydrant locations and system valves  must be placed as directed by the Lake Elmo Public Works and Fire Departments. All internal site hydrants,  and watermains feeding any hydrant, will remain City owned and operated. No utility pipe oversize costs  apply for this Subdivision.  17. Phasing Plan. A condition of Final Plat approval must include the requirement for all utilities, stormwater  management, street and sidewalk improvements including curb and gutter and the first lift of asphalt,  sidewalks, and any off‐site public improvements to be constructed and accepted by the City prior to  issuance of any building permits, including model homes. The development sequencing will be important  due to a single site access along each street combined with small, tight construction sites.  18. No construction parking and staging will be allowed along 39th Street or Wildflower Drive.  19. All off‐site permanent and temporary easements, if necessary to  construct  the  proposed  subdivision  improvements, must be acquired and provided to the City prior to the approval of the Final Construction  Plans. Each easement, if needed, must be provided in the City standard form of easement agreement.    FINAL CONSTRUCTION PLANS & SPECIFICATIONS   Final Construction Plans and Specifications must be prepared in accordance with the City Engineering  Design Standards Manual dated January 2022, using City standard details, plan notes and specifications and  meeting City Engineering Design Guidelines, unless approved otherwise by the City Engineer.   Final Construction Plans and Specifications must be revised in accordance with the Construction Plan  engineering review memorandum dated April 22, 2024, and all subsequent engineering plan reviews.    Final Plat approval must be contingent upon the applicant completing off‐site turn lane improvements along  Wildflower Drive. Improvements are be completed meeting City design standards.        PAGE 3 of 3   Final  Plat  approval  must  be  contingent  upon  the  applicant  completing  bituminous  off‐site  sidewalk  connections along Wildflower Drive and as identified as part of the Preliminary Plat approval.   No construction on the Project may begin until the applicant has received City Engineer approval for the  Final Construction Plans; the applicant has obtained and submitted to 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.                                                  LAKE ELMO FIRE DEPARTMENT – OFFICE OF THE FIRE MARSHAL Fire Prevention, Code Enforcement, and Public Education “Proudly Serving Neighbors and Friends” March 27, 2024 Sophia Jensen, Planner City of Lake Elmo Re: Final Plat and PUD – At Home Apartments Prepared by: Anthony Svoboda, Fire Marshal Approved by: Dustin Kalis, Fire Chief Applicable Codes: • 2020 Minnesota State Fire Code • 2020 Minnesota State Building Code • Lake Elmo Fire Department Fire Code Policies • NFPA 13, 2016 edition • NFPA 13D, 2016 edition Fire Department Comments: Roads, Drive Lanes, and Parking Areas • All roads and drive lanes shall meet the Lake Elmo Fire Department requirements for widths and turning radiuses. • Approved fire apparatus roads shall be provided and maintained throughout all development phases in coordination with engineering, public works, planning, and fire departments. • An approved signage and marking plan shall be determined for all No Parking and Fire Lane access roads. On- street parking shall be provided in approved locations following review by Engineering and Public Works. Parking shall be prohibited on both sides of private drive lanes. • All parking areas shall be capable of supporting the imposed load of fire apparatus weighing up to 75,000 pounds. Fire Detection and Suppression • Fire sprinkler systems shall be installed in the townhome buildings compliant with provisions of 2016 NFPA Standard 13D, Installation of Sprinkler Systems in One- and Two-Family Dwellings or IRC P2904. City permit required prior to initiation of work. a. The fire department recommends the installation of fire sprinkler systems within the twin homes to achieve the same level of life safety protection within the development. • Fire hydrants shall be provided in approved locations following review by Engineering and Public works. LAKE ELMO FIRE DEPARTMENT – OFFICE OF THE FIRE MARSHAL Fire Prevention, Code Enforcement, and Public Education “Proudly Serving Neighbors and Friends” Address and Street Naming Systems • Building address numbers shall be plainly visible from the street fronting the property and shall be contrasting color from the background. • Size and placement of address numbers shall be approved by the fire and planning departments. • Street names and addressing shall be consistent with the Washington County Uniform Street Naming and Property Numbering System. Street names shall be approved by the City of Lake Elmo. a. Upper 39th Street Court North is the approved street name. b. Individual unit addresses shall be approved by the Fire and Planning Departments. Gates, Locks, and Access • Project construction phasing shall accommodate emergency access to the entire construction zone at all times. Questions, clarifications, or the request to provide code documents can be made using the contact information listed below. Respectfully, HKGi 800 Washington Ave. N., Suite 103 Minneapolis, Minnesota 55401 (612) 338-0800 www.hkgi.com MEMORANDUM TO: Sophia Jensen FROM: Sarah Evenson, PLA DATE: 04/05/2024 RE: City of Lake Elmo Landscape Plan Review | At Home Apartments Submittals 1. At Home Apartments Sketch Plan Review Application: Narrative received January 5, 2023. 2. Lake Elmo Townhomes Sketch Plans, dated December 06, 2022, received January 5, 2023. 3. Sketch Plan for Lake Elmo Townhomes, dated February 13, 2023, received February 15, 2023. 4. Sketch Plan Review Application: UPDATE, dated February 13, 2023, received February 15, 2023. 5. Lake Elmo Townhome Elevation Drawings, dated February 10, 2023, received February 15, 2023. 6. Preliminary Plat / PUD Submittal, dated July 27, 2023, received July 31, 2023. 7. Preliminary Plat / PUD Submittal, dated October, 31, 2023, received November 15, 2023. 8. Preliminary PUD Plans Submittal and narratives, dated January 8, 2024, received January 9, 2024. 9. Preliminary PUD Plans Submittal, dated January 18, 2024, received February 22, 2024. 10. Final Plat / PUD Plans Submittal, dated March 8, 2024, received March 15, 2024. Review History Initial sketch plan review on January 9, 2023. Revised sketch plan review on February 23, 2023. Preliminary Plat / PUD review on August 9, 2023. Preliminary Plat / PUD review on November 27, 2023. Preliminary PUD review on March 6, 2024. Final Plat / PUD review on April 5, 2024. Location: South of Sunflower Lane, East of Wildflower Drive, and north of 39th Street North Current Land Use Category: V-MU Adjacent and Surrounding Land Use: Village medium-density residential (V-MDR) to the north, Village mixed-use (V-MU) to the east, west, and south At Home Apartments – Final Plat and PUD Review – 4/5/24 2 Tree Preservation: 105. 12. 470 • A tree preservation plan has been submitted that meets all requirements. Landscape Requirements: 105. 12. 480 The landscape plan satisfies all requirements. • Elevations and cross-sections provided in the 2/22 Submittal show the screening approach along the northern edge of the property and illustrate sufficient proposed mitigation of impacts of the development on less intense adjacent land uses. Recommendation: • The landscape plan is recommended for approval. Sarah Evenson, PLA (MN) City of Lake Elmo Municipal Landscape Architect P: (262) 391-7653 E: Sarah@hkgi.com Ed Marchan ● Don Pereira ● John Brach ● Rick Gelbmann ● William Armstrong P.O. Box 838 | Lake Elmo, MN 55042-0538 | www.vbwd.org December 19, 2023 Leanna Stefaniak At Home Apartments, LLC 1289 Grand Ave St. Paul, MN 55105 Re: Lake Elmo Townhomes 8—Lake Elmo, Minnesota VBWD Permit #2023-31 Dear Ms. Stefaniak: Enclosed is the Valley Branch Watershed District (VBWD) permit for your project. Please note the following conditions imposed by the Managers, which are also listed on the back of the permit. 1. The applicant shall obtain approval from the City of Lake Elmo Engineer for the proposed increase in peak stormwater runoff rates to the storm sewer in 39th St. N. east of Wildflower Drive. 2. Updated plans shall be submitted to the VBWD Engineer for approval with a note or detail to state that if soils that are not conducive to infiltration are discovered within the infiltration basin during construction, these soils need to be removed and replaced with soil material that will infiltrate at the design rate. The permit is not valid until the VBWD Engineer has approved the submittal. 3. This permit is not valid until a maintenance agreement in the general format of Appendix A of the VBWD Rules is submitted to and approved by the VBWD Attorney. The maintenance agreement must include a monitoring plan and details on maintaining the stormwater management facility. 4. Prior to permit closeout, a plan for post-project management of chloride use shall be submitted. At a minimum, the plan shall include the following: a. Designation of an individual authorized to implement the chloride-use plan b. Designation of an MPCA-certified salt applicator to implement the chloride-use plan for the site 5. Updated plans shall be submitted to the VBWD Engineer for approval to revise the discharge elevation of FES-300 to be at the bottom of the infiltration basin rather than up the slope to mitigate potential erosion issues. The permit is not valid until the VBWD Engineer has approved the submittal. Leanna Stefaniak VBWD Permit #2023-31: Lake Elmo Townhomes 8 December 19, 2023 Page 2 6. The permit holder shall contact the VBWD Wetland Biologist (Karen Wold, 952-832-2707) prior to the commencement of any construction to schedule a field visit to determine if any temporary or permanent wetland impacts will occur. If wetland impacts will occur, the owner shall submit the required documents and work with the VBWD to prepare and follow restoration plans. 7. The required surety shall be submitted prior to construction. 8. The applicant must obtain any necessary approvals from other persons and/or entities with ownership interests in the property affected by the proposed project. It is the applicant’s burden to obtain any and all necessary permissions or ownership rights to property not owned by the applicant, including prescriptive easements. The applicant must obtain any necessary permits. 9. This permit is not transferable. 10. The applicant agrees to indemnify and hold harmless the VBWD for any and all future liability, causes of action, or claims relating to or arising out of the District’s grant of this permit. Such claims include, but are not limited to, onsite flooding and flooding to neighboring properties. 11. This permit is subject to obtaining all other permits required by governmental agencies having jurisdiction (including an NPDES permit). 12. The VBWD Engineer and Inspector shall be notified at least 3 days prior to commencement of work. 13. Erosion controls shall be installed prior to the commencement of grading operations and must be maintained throughout the construction period until turf is established. Additional erosion controls may be required, as directed by the VBWD Inspector or VBWD Engineer. 14. All disturbed areas shall be vegetated within 7 days of final grading. 15. The applicant is responsible for removal of all temporary erosion-control measures, including silt fence, upon establishment of permanent vegetation at the project site, as determined by the VBWD Engineer and/or Inspector. 16. To prevent soil compaction, the proposed infiltration areas shall be staked off and marked during construction to prevent heavy equipment and traffic from traveling over them. If infiltration facilities are in place during construction activities, sediment and runoff shall be kept away from the facility using practices such as diversion berms and vegetation around the facility’s perimeter. Infiltration facilities shall not be excavated to final grade until the contributing drainage area has been constructed and fully stabilized. The final excavation phase shall remove all accumulated sediment and be done by light, tracked equipment to avoid compaction of the basin floor. To provide a well-aerated, highly porous surface, the soils of the basin floor shall be loosened to a depth of at least 5 feet to a maximum compaction of 85% standard proctor density prior to planting. The upper 10 inches of soil shall be tilled prior to planting. Leanna Stefaniak VBWD Permit #2023-31: Lake Elmo Townhomes 8 December 19, 2023 Page 3 17. Valley Branch Watershed District shall be granted drainage easements that cover land adjacent to stormwater management facilities, wetlands, lakes, and lowlands up to their 100-year flood elevations and all ditches, storm sewers, and maintenance access to the stormwater management facilities. 18. The required drainage and access easements shall be recorded with the Washington County Recorder’s Office. 19. Return or allowed expiration of any remaining surety and permit closeout is dependent on the permit holder providing proof that all required documents have been recorded (including but not limited to easements) and providing as-built drawings that show that the project was constructed as approved by the Managers and in conformance with the VBWD Rules and Regulations. 20. This permit becomes invalid if (1) the work is not initiated within 1 year of permit issuance, (2) work is idle for 12 consecutive months, or (3) work is not completed within 3 years of the permit issuance date. Thank you for your cooperation with the District’s permit program. Sincerely, Ed Marchan, President Valley Branch Watershed District EM/ymh Enclosure c: Susannah Torseth, VBWD Attorney Dan Scollan, East Metro Area Hydrologist—MDNR Jeffrey Brower, VBWD District Inspector John Blenker, Westwood Professional Services—Authorized Agent Jack Griffin, Focus Engineering, City Engineer—City of Lake Elmo Clark Schroeder, Interim City Administrator—City of Lake Elmo Sophia Jensen, City Planner—City of Lake Elmo John Taylor, Building Official—City of Lake Elmo John Hanson, Barr Engineering Co. Josh Phillips, Barr Engineering Co. Karen Wold, Barr Engineering Co. Mike Strong, Barr Engineering Co. Eddie Anderson, Barr Engineering Co. Yvonne Huffman, Barr Engineering Co. \\barr.com\projects\Mpls\23 MN\82\2382020\_MovedFromMpls_P\2023\Permit 2023-31 Lake Elmo Townhomes 8\2023- 31_Permit Ltr_Lake Elmo Townhouse 8.docx 2023-31$4,034August 9, 2023 \\barr.com\projects\Mpls\23 MN\82\2382020\_MovedFromMpls_P\2023\Permit 2023-31 Lake Elmo Townhomes 8\2023-31_Permit Ltr_Lake Elmo Townhouse 8.docx 1. The applicant shall obtain approval from the City of Lake Elmo Engineer for the proposed increase in peak stormwater runoff rates to the storm sewer in 39th St. N. east of Wildflower Drive. 2. Updated plans shall be submitted to the VBWD Engineer for approval with a note or detail to state that if soils that are not conducive to infiltration are discovered within the infiltration basin during construction, these soils need to be removed and replaced with soil material that will infiltrate at the design rate. The permit is not valid until the VBWD Engineer has approved the submittal. 3. This permit is not valid until a maintenance agreement in the general format of Appendix A of the VBWD Rules is submitted to and approved by the VBWD Attorney. The maintenance agreement must include a monitoring plan and details on maintaining the stormwater management facility. 4. Prior to permit closeout, a plan for post-project management of chloride use shall be submitted. At a minimum, the plan shall include the following: a. Designation of an individual authorized to implement the chloride-use plan b. Designation of an MPCA-certified salt applicator to implement the chloride-use plan for the site 5. Updated plans shall be submitted to the VBWD Engineer for approval to revise the discharge elevation of FES-300 to be at the bottom of the infiltration basin rather than up the slope to mitigate potential erosion issues. The permit is not valid until the VBWD Engineer has approved the submittal. 6. The permit holder shall contact the VBWD Wetland Biologist (Karen Wold, 952-832-2707) prior to the commencement of any construction to schedule a field visit to determine if any temporary or permanent wetland impacts will occur. If wetland impacts will occur, the owner shall submit the required documents and work with the VBWD to prepare and follow restoration plans. 7. The required surety shall be submitted prior to construction. 8. The applicant must obtain any necessary approvals from other persons and/or entities with ownership interests in the property affected by the proposed project. It is the applicant’s burden to obtain any and all necessary permissions or ownership rights to property not owned by the applicant, including prescriptive easements. The applicant must obtain any necessary permits. 9. This permit is not transferable. 10. The applicant agrees to indemnify and hold harmless the VBWD for any and all future liability, causes of action, or claims relating to or arising out of the District’s grant of this permit. Such claims include, but are not limited to, onsite flooding and flooding to neighboring properties. 11. This permit is subject to obtaining all other permits required by governmental agencies having jurisdiction (including an NPDES permit). 12. The VBWD Engineer and Inspector shall be notified at least 3 days prior to commencement of work. 13. Erosion controls shall be installed prior to the commencement of grading operations and must be maintained throughout the construction period until turf is established. Additional erosion controls may be required, as directed by the VBWD Inspector or VBWD Engineer. 14. All disturbed areas shall be vegetated within 7 days of final grading. 15. The applicant is responsible for removal of all temporary erosion-control measures, including silt fence, upon establishment of permanent vegetation at the project site, as determined by the VBWD Engineer and/or Inspector. 16. To prevent soil compaction, the proposed infiltration areas shall be staked off and marked during construction to prevent heavy equipment and traffic from traveling over them. If infiltration facilities are in place during construction activities, sediment and runoff shall be kept away from the facility using practices such as diversion berms and vegetation around the facility’s perimeter. Infiltration facilities shall not be excavated to final grade until the contributing drainage area has been constructed and fully stabilized. The final excavation phase shall remove all accumulated sediment and be done by light, tracked equipment to avoid compaction of the basin floor. To provide a well-aerated, highly porous surface, the soils of the basin floor shall be loosened to a depth of at least 5 feet to a maximum compaction of 85% standard proctor density prior to planting. The upper 10 inches of soil shall be tilled prior to planting. 17. Valley Branch Watershed District shall be granted drainage easements that cover land adjacent to stormwater management facilities, wetlands, lakes, and lowlands up to their 100-year flood elevations and all ditches, storm sewers, and maintenance access to the stormwater management facilities. 18. The required drainage and access easements shall be recorded with the Washington County Recorder’s Office. 19. Return or allowed expiration of any remaining surety and permit closeout is dependent on the permit holder providing proof that all required documents have been recorded (including but not limited to easements) and providing as-built drawings that show that the project was constructed as approved by the Managers and in conformance with the VBWD Rules and Regulations. 20. This permit becomes invalid if (1) the work is not initiated within 1 year of permit issuance, (2) work is idle for 12 consecutive months, or (3) work is not completed within 3 years of the permit issuance date. Approved: December 19, 2023 President Signature Valley Branch Watershed District Title Note: The grant of this permit in no way purports to permit acts, which may be prohibited by other governmental agencies. GoetchelPondFigure 1WOODBURY LUTHERAN CHURCHPERMIT 2023-23Valley Br anch Watershed DistrictStillwater Blv d N Layt on Ave N 33 rd S t N Lind en Ave N Wildflower Dr N L a d y S l i p p e r R d N B la zi n g s t a r L n N Lily Ave N U p p e r 3 3 r d S t N Kirkwood La N V i l l a g e P k w y N 32 n d S t N Little Blue Stem Tr N 3 3 r d S t N Laverne Ave N 39th St N S till w a t e r W a y N 456717 456717 456714 Sunfish Lake Veronica'sPond Dirk 'sPond GoetschelPond ReidParkPond Lake Elmo Kimbro Ave N 43rd St N Stillwater Blvd Lake Elmo Ave N Lake Elmo Ave N S t i l l w a t e r B l v d N Lake Elmo Barr Footer: ArcGIS 10.8.1, 2023-08-16 14:35 File: I:\Client\VBWD\District\Work_Orders\Permit_Mapping\Maps\2023_Permit_Maps\2023-31 Lake Elmo Townhomes 8.mxd User: EMA ^_ §¨¦94 §¨¦694 £¤12 ")120 ")95 ")36 !;N 1,000 0 1,000 Feet Figure 1LAKE ELMO TOWN HOMES 8LAKE ELMOPERMIT 2023-31Valley B ranchWatershed D istrict SiteSite