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HomeMy WebLinkAbout#19 - Roers LE Multifamily Final PlatSTAFF REPORT DATE: 11/19/24 Consent Agenda TO: Lake Elmo City Council FROM: Nathan Fuerst, AICP, Consulting Planner AGENDA ITEM: Roers Companies - Final Plat and PUD for Roers Lake Elmo Apartments REVIEWED BY: Jason Stopa, Community Development Director BACKGROUND: The City Council adopted Resolution 2022-103 approving the DPS Lake Elmo 3rd Addition final plat on November 1, 2022. The Subdivision Ordinance and resolution requires the subdivider to record the final plat within 180 days of approval or the plat becomes void. Resolution 2023-068 granted an extension to record until August 1, 2023. On June 18, 2024, the Lake Elmo City Council approved a second extension to the final plat recording date, to allow an extension of the deadline to August 1, 2025. Since initial approval of the final plat and Development Agreement, the developer SRD 2.0 LLC (Shafer Richardson) decided not to move ahead with the project. In the time since, Roers Companies, a Minnesota based national developer, has acquired the project from the former developer. Roers Companies was required to make a Final Plat and PUD application for the following reasons: • Final Plat and Construction plans required final revisions to conform with the City’s prior approvals. It has been two years since the prior approval, and minor elements on the final plat have changed. • Since approval of the PUD, the City Council has revised Lake Elmo City Code to require adoption of a PUD Ordinance. A draft ordinance is attached which includes only the approvals previously granted by the City. ISSUE BEFORE THE COUNCIL: Does the final plat meet the prior approvals? If so the Final Plat and PUD should be approved. GENERAL INFORMATION: Applicant: Roers Companies, LLC., 2 Carlson Parkway #400, Plymouth, MN Property Owner: DPS-Lake Elmo LLC, 6007 Culligan Way, Minnetonka, MN Deadline: Application Complete – 9/27/2024 60 Day Deadline – 11/26/24 City Council Meeting November 19, 2024 Page 2 PROPOSAL DETAILS/ANALYSIS: Overall Plat Summary: Gross Site Area - Total 14.143 acres Wetland Area 0.0 acres Arterial ROW 0.0 acres Lot 1, Block 1 10.8 acres Lot 2, Block 1 1.9 acres ROW 1.4 acres Net Site Area - Total 14.143 acres Proposed Units 190 Net Density 13.43 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. City staff reached out to the Met Council on this net density interpretation and found it is consistent with the Metropolitan Council’s policy for calculating net density. Comprehensive Plan and Density: The proposed project contains both multifamily and commercial land uses. This is consistent with those allowed in the Mixed-Use Commercial (MU- C) future land use category. The proposed density, 13.43 units/acre is within the allowed range of 10-15 units per acre. It is noted that the density breakdown presented in this report is different than prior staff reports on this project. The project has the same number of units (190), configuration of lots, and area (14.143 acres) as was previously approved by the City. However, the net development density has been calculated differently. The City previously used only the area of Lot 1 plus the ROW dedication for the purposes of net density calculation (12.197 net acres or 15.58 units per acre). However, for the purposes of calculating density, city staff have confirmed with the met council that the City can use the entire project’s area. Because Lot 2 is not residential, but part of the same plat and phase, the project is compliant with the Comprehensive Plan’s maximum of 15 units per acre for this property. Final Plat Conformance The revised final plat is modified to conform with previous conditions of approval and is consistent with the City’s preliminary plat and PUD approval. A review of the conditions of approval from the Preliminary Plat and PUD are provided in this report. PUD Background: The City review process back in 2022 included a Preliminary PUD request and review of the plans at the Planning Commission (with an associated public hearing) on 5/23/22, and again on 6/13/22. A preliminary plat and PUD were approved by Council on 8/16/22. Despite the City Council Final Plat and PUD approval that took place on 11/1/22 (a resolution was adopted, with no changes documented in meeting minutes, which approved the City Council Meeting November 19, 2024 Page 3 PUD flexibility), the PC later held another public hearing on the subject of the PUD, and recommended approval, again, at their 11/14/22 meeting. The City Council formally approved the Final PUD on 12/20/22. The only step not taken as a part of the Final PUD Process is for the City to formally approve and adopt a PUD ordinance with the standards established therein. This document has been drafted and is appended to this staff report. Staff are only recommending approval of deviations previously discussed and approved by the City. Summary of PUD Flexibilities: • Residential Density at 15.57 units per acre (see page 2 of this report) • Commercial Lot area of the development to comprise 15.24% of the development area. • Parking between the proposed commercial building on Lot 2 and Julia Ave. North Site Plan Review: The proposed development has not changed since the last approval. The project has been reviewed to ensure the project is still consistent with prior City approvals and the City’s ordinance. 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 multifamily dwellings in the MU-C district. Streets and Access The access points for this development are consistent with prior approvals and the City Engineer’s memo. Parking Lot 1 - Given the unit mix, 127 units with one bedroom and 63 units with two plus bedrooms, 253 stalls plus an additional 48 visitor stalls are required. The total parking required is 301 stalls. With 304 stalls provided, this project meets the City’s requirements. Lot 2 - It is noted that there currently is no identified commercial use on this lot. Currently, the development plans show 49 stalls on the site. If a future use requires flexibility from the City’s parking requirements, then a PUD amendment is suggested. Signage No signage was proposed as part of the development plans. No PUD flexibility is being provided as part of this project. A separate master sign plan will be required when signage is proposed. 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 October 22, 2024. Minor revisions to plans are requested. City Council Meeting November 19, 2024 Page 4 Parkland Dedication: The City’s ordinance requires parkland dedication in the amount of 10% of the land or value of the land if cash in lieu. The City’s prior approvals required a cash in lieu fee of parkland dedication of $380,000. The cash in lieu amount is based on the purchase price of the land, which was $3,800,000 or 268,551.24/acre. The dedication requirement for this property is calculated by staff as follows. • Step 1: 10% of 14.15 acres equates to 1.415 acres required for parkland dedication. • Step 2: According to property sale information, the fair market value per acre is $268,551.24 dollars per acre. • Step 3: 1.415 ac x $268,551.24 /ac = $380,000 Review Comments: City Engineer Comments: See attached memo dated November 1, 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. One notable requirement is for the Applicant to complete improvements to Hudson Boulevard that were anticipated with the initial development approvals. That is still a condition proposed for this approval. Fire Chief Comments: See attached memo dated November 22, 2023. Conditional approval is suggested. Landscape Architect Comments: See attached memo dated October 22, 2024. Plans have been approved. South Washington Watershed District (SWWD): SWWD has not commented on the project, the Developer will be required to identify and receive any permitting that is required from the watershed for this project. City Attorney Review: The City Attorney is working to compile a plat opinion letter. The applicant will be required to address it. 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 3402921340012based 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. City Council Meeting November 19, 2024 Page 5 2. That the DPS Lake Elmo 3rd Addition Final Plat and PUD Plan consists of one190-unit multifamily building plus a lot for a future commercial development. 3. That the DPS Lake Elmo 3rd Addition Final Plat and PUD is generally consistent with the Preliminary Plat and PUD Plans as approved by the City of Lake Elmo on August 16, 2022. 4. That the DPS Lake Elmo 3rd Addition 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 DPS Lake Elmo 3rd Addition Final Plat and PUD Plan complies with the general intent of the Mixed Use Commercial (MU-C) zoning district with PUD modifications. 6. That the DPS Lake Elmo 3rd Addition Final Plat and PUD Plan generally complies with the Lake Elmo Design Guidelines and Standards Manual. 7. That the DPS Lake Elmo 3rd Addition Final Plat and PUD generally complies with the City’s Subdivision regulations. 8. That the DPS Lake Elmo 3rd Addition Final Plat and PUD generally complies with the City’s Zoning Code with the exceptions provided for in the PUD. 9. That the DPS Lake Elmo 3rd Addition 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 November 1, 2024, and as otherwise identified in future reviews. RECOMMENDED CONDITIONS OF APPROVAL: Staff recommends the City Council approve of the Preliminary Plat request with the following conditions: 1. Prior conditions of approval established for this project shall still be in full effect unless otherwise addressed to the satisfaction of the of the City. 2. 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 November 1, 2024, b. City Landscape Architect’s memo dated October 22, 2024, c. City Fire Chief’s memo dated November 22, 2023, d. City Attorney’s Plat Opinion. 3. No construction may begin until the applicant has received City Engineer approval for the Final Construction Plans; the applicant has obtained from the City all applicable permits, easements and permissions needed for the project; and a preconstruction meeting has been held by the City’s engineering department. 4. 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 South Washington Watershed District (SWWD) review requirements and provide the City evidence that all conditions attached to a SWWD permit will be met before the starting any grading activity on the site. 5. 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.), City Council Meeting November 19, 2024 Page 6 MDH, MPCA, County R/W, NPDES/SWPPP permits and South Washington Watershed District approval before starting any grading or construction activities. 6. 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. 7. No deviations are provided for signage. When construction of any subdivision monument or identification signage is desired, the Applicant must apply for a sign permit with the City and will provide a complete sign plan detailing signage proposed. 8. The applicant/developer is responsible, at their own expense, for installing all required improvements in and adjacent to Julia Avenue and Hudson Boulevard. 9. 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. 10. All storm water facilities internal to the site shall be privately owned and maintained. A storm water maintenance and easement agreement in a form acceptable to the City shall be executed and recorded with the final plat. 11. 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. The Agreement shall outline any approved phasing plan. 12. If applicable, a landscape and irrigation license agreement in a form acceptable to the City shall be executed and recorded with the final plat. 13. That the development shall incorporate stormwater reuse for irrigation as approved by the City Engineer. 14. That the City does not allow any parking or construction staging, including the loading and unloading of materials and equipment at any time on Hudson Boulevard or Julia Avenue during the construction of the site improvements and building. 15. 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. 16. 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 Parkland Dedication cash in lieu fee. Utility Connection and other fees related to the building permit will be collected at the time of permit issuance. The City will be responsible for reimbursing the Developer for a portion of the costs for mill and overlay improvements along Hudson Boulevard. City Council Meeting November 19, 2024 Page 7 RECOMMENDATION: The City has already provided approval of the Preliminary Plat and PUD and Final Plat and PUD plans. Due to minor revisions to the Final Plat, and the need to adopt a PUD ordinance formalizing the flexibilities for the development, this item has been brought back to the City Council. Staff recommend approving this item on the City’s Consent Agenda, or with example motions provided below: “Motion to adopt Resolution 2024-120 approving the revised final plat and PUD, requested by Roers Companies, LLC., for the subject property based on the findings of fact and conditions of approval listed therein.” “Motion to adopt Ordinance 2024-18 approving the PUD requested by Roers Companies, LLC., for the Roers Lake Elmo Multifamily project” “Motion to adopt Resolution 2024-121 approving the summary publication of Ordinance 2024- 18.” “Motion to adopt Resolution 2024-122 approving the revised developer’s agreement for the Roers Lake Elmo Multifamily project on the DPS Lake Elmo 3RD Addition plat.” ATTACHMENTS: 1. Resolution 2024-120 Approving Final Plat and PUD 2. Ordinance 2024-18 Adopting PUD Standards 3. Resolution 2024-121 Approving Summary Publication 4. Resolution 2024-122 Approving a Revised Developer’s Agreement 5. Revised Developer’s Agreement 6. Final Plat and Project Plans (certain pages removed for brevity) 7. City Engineer Memo 8. Fire Chief Memo 9. Landscape Architect Memo CITY OF LAKE ELMO WASHINGTON COUNTY STATE OF MINNESOTA RESOLUTION NO. 2024-120 RESOLUTION APPROVING THE FINAL PLAT AND PUD REQUEST FOR DPS LAKE ELMO 3RD ADDITION 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, SRD 2.0 LLC, 900 North 3rd Street, Minneapolis, MN 55401 submitted an application to the City of Lake Elmo for a Final Plat and Final PUD Plan for the DPS Lake Elmo 3rd Addition, a copy of which is on file in the City of Lake Elmo Community Development Department; and WHEREAS, on May 23, 2022, the Lake Elmo Planning Commission reviewed and recommended approval of DPS Lake Elmo 3rd Addition; and WHEREAS, on August 16, 2022, the Lake Elmo City Council reviewed and approved DPS Lake Elmo 3rd Addition Preliminary Plat; and WHEREAS, on November 1, 2022, the Lake Elmo City Council adopted Resolution 2022- 103 approving DPS Lake Elmo 3rd Addition final Plat; and WHEREAS, Resolution 2022-103 required the final plat be recorded within 180 days of approval; and WHEREAS, the deadline for recording DPS Lake Elmo 3rd Addition was April 30, 2023; and WHEREAS, SRD 2.0 LLC submitted a request for an extension to the Final Plat recording deadline of the approved plat to allow for additional time to address engineering comments and financing items; and WHEREAS, Resolution 2023-068 extended the deadline for recording DPS Lake Elmo 3rd Addition to August 1, 2024; and WHEREAS, SRD 2.0 LLC is no longer the developer and Roers Companies is under contract for the site and project; and WHEREAS, Roers Companies submitted a request for an extension to the Final Plat recording deadline of the approved plat to allow for time to conduct their due diligence on the project; and WHEREAS, Resolution 2024-073 extended the deadline for recording DPS Lake Elmo 3rd Addition to August 1, 2025; and WHEREAS, Roers Companies, LLC, (the “Applicant) has requested approval of a revised Final Plat and PUD for DPS Lake Elmo 3rd Addition, on property legally described on Exhibit A attached hereto (the “Property”), consisting of approximately 14.143 acres for development of 190 multifamily units and future commercial development; and WHEREAS, the final plat is for DPS Lake Elmo 3rd Addition, which will include one lot for a multifamily apartment building and one lot for a future commercial development; and WHEREAS, the final plat is further depicted on Exhibit B attached hereto; and WHEREAS, the revised plans were submitted to the City on September 27, 2024, and found to be complete; and WHEREAS, the Lake Elmo City Council reviewed the Final Plat and PUD requests at its meeting held on November 19, 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 Final Plat and PUD Plan for DPS Lake Elmo 3rd Addition consists of one lot with one building containing 190 multifamily units and one lot containing a future commercial development. 3. That the DPS Lake Elmo 3rd Addition Final Plat and PUD is generally consistent with the Preliminary Plat and PUD Plans as approved by the City of Lake Elmo on August 16, 2022. 4. That the DPS Lake Elmo 3rd Addition Final Plat and PUD are consistent with the intent of the 2040 Lake Elmo Comprehensive Plan and the 2040 Land Use Map for this area. 5. That the DPS Lake Elmo 3rd Addition Final Plat and PUD generally complies with the City’s Subdivision regulations. 6. That the DPS Lake Elmo 3rd Addition Final Plat and PUD complies with the general intent of the Mixed-Use Commercial (MU-C) zoning district, and the City’s Zoning Ordinance with PUD modifications. 7. That the DPS Lake Elmo 3rd Addition Final Plat and PUD generally complies with the Lake Elmo Design Guidelines and Standards Manual. 8. That the DPS Lake Elmo 3rd Addition Final Plat and PUD 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 November 1, 2024, and as otherwise identified in future reviews. NOW, THEREFORE, BE IT RESOLVED THAT the City Council does hereby approve the DPS Lake Elmo 3rd Addition Final Plat and PUD requests subject to the following conditions: 1. Prior conditions of approval established for this project shall still be in full effect unless otherwise addressed to the satisfaction of the of the City. 2. 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 November 1, 2024, b. City Landscape Architect’s memo dated October 22, 2024, c. City Fire Chief’s memo dated November 22, 2023, d. City Attorney’s Plat Opinion. 3. No construction may begin until the applicant has received City Engineer approval for the Final Construction Plans; the applicant has obtained from the City all applicable permits, easements and permissions needed for the project; and a preconstruction meeting has been held by the City’s engineering department. 4. 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 South Washington Watershed District (SWWD) review requirements and provide the City evidence that all conditions attached to a SWWD permit will be met before the starting any grading activity on the site. 5. 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 South Washington Watershed District approval before starting any grading or construction activities. 6. 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. 7. No deviations are provided for signage. When construction of any subdivision monument or identification signage is desired, the Applicant must apply for a sign permit with the City and will provide a complete sign plan detailing signage proposed. 8. The applicant/developer is responsible, at their own expense, for installing all required improvements in and adjacent to Julia Avenue and Hudson Boulevard. 9. 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. 10. All storm water facilities internal to the site shall be privately owned and maintained. A storm water maintenance and easement agreement in a form acceptable to the City shall be executed and recorded with the final plat. 11. 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. The Agreement shall outline any approved phasing plan. 12. If applicable, a landscape and irrigation license agreement in a form acceptable to the City shall be executed and recorded with the final plat. 13. That the development shall incorporate stormwater reuse for irrigation as approved by the City Engineer and enter into a stormwater reuse agreement in the City’s standard form. 14. That the City does not allow any parking or construction staging, including the loading and unloading of materials and equipment at any time on Hudson Boulevard or Julia Avenue during the construction of the site improvements and building. 15. 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. 16. 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 19th day of November, 2024 by the Lake Elmo Minnesota City Council. ____________________________________ Charles Cadenhead, Mayor ATTEST: ____________________________________ Julie Johnson, City Clerk Resolution 2024-120 Exhibit A Legal Description of Subject Property Outlot B, DPS LAKE ELMO, according to the recorded plat thereof, Washington County, Minnesota. Resolution 2024-120 Exhibit B DPS Lake Elmo 3rd Addition CITY OF LAKE ELMO COUNTY OF WASHINGTON STATE OF MINNESOTA ORDINANCE NO. 2024-18 AN ORDINANCE AMENDING CHAPTER 105 OF THE LAKE ELMO CITY CODE OF ORDINANCES BY REZONING ALL PROPERTY AT PID 34.029.21.34.0012 FROM MU-C (MIXED-USE COMMERCIAL) TO MU-C-PUD (MIXED-USE COMMERCIAL PLANNED UNIT DEVELOPMENT) SECTION 1. Zoning Map Amendment. The following property is hereby rezoned from MU-C –Mixed-Use Commercial to MU-C-PUD –Mixed-Use Commercial Planned Unit Development: Outlot B, DPS LAKE ELMO, according to the recorded plat thereof, Washington County, Minnesota. SECTION 2. PUD District Regulations. Permitted uses and regulations acceptable to the PUD are hereby established as follows: 1. Land Uses – Principal and accessory uses on the property shall be limited to those permitted or conditional uses as set forth in LEC 105.12.870, or as may be amended, for all of the property as legally described in Section 1, above. 2. Commercial Lot Area – The commercial area of the development is permitted to comprise 15.24% of the development area. 3. Design Standards – A parking area with 47 or fewer stalls is permitted between the proposed commercial building on Lot 2 and Julia Ave. North. 4. Other Standards – Other standards including but not limited to bulk and design standards shall be those found in the Village Mixed Use (VMX) Zoning District, Article XIII of the Zoning Ordinance. SECTION 3. Zoning Map. The zoning map of the City of Lake Elmo shall be republished in the ordinary course to show the aforesaid zoning, and in the interim the Clerk shall appropriately mark the zoning map on file in the Clerk’s Office for the purpose of indicating the rezoning hereinabove provided for in this ordinance, and all of the notations, references, and other information shown thereon are hereby incorporated by reference and made a part of this ordinance. SECTION 4. Effective Date. This ordinance shall become effective immediately upon the approval of a Final Plat and Planned Unit Development for the property described in Section 1, above, consistent with the standards herein. [remainder of page intentionally blank] Ordinance No. 2024-XX SECTION 5. Adoption Date. This Ordinance 2024-XX was adopted on this ___ day of _________________, 2024, by a vote of ___ Ayes and ___ Nays. LAKE ELMO CITY COUNCIL __________________________________ Charles Cadenhead, Mayor ATTEST: _____________________________________ Julie Johnson, City Clerk This Ordinance 2024-XX was published on the ______ day of __________________, 2024 CITY OF LAKE ELMO COUNTY OF WASHINGTON STATE OF MINNESOTA RESOLUTION NO. 2024-121 RESOLUTION AUTHORIZING PUBLICATION OF A SUMMARY OF ORDINANCE 2024-18 WHEREAS, the Lake Elmo City Council has adopted Ordinance No. 2024-18, an ordinance that amends the City’s Zoning Code Chapter 105 of the Lake Elmo City Code by rezoning all property at PID 34.029.21.34.0012 from MU-C, Mixed-Use Commercial District, to MU-C-PUD – Mixed-Use Commercial Planned Unit Development. WHEREAS, the ordinance is lengthy; and WHEREAS, Minnesota Statutes, section 412.191, subd. 4, allows publication by title and summary in the case of lengthy ordinances or those containing charts or maps; and WHEREAS, the City Council believes that the following summary would clearly inform the public of the intent and effect of the ordinance. NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Lake Elmo that the City Clerk shall cause the following summary of Ordinance No. 2024-18 to be published in the official newspaper in lieu of the entire ordinance: Public Notice The City Council of the City of Lake Elmo has adopted Ordinance No. 2024-18, an ordinance that amends the Zoning Ordinance by rezoning all property at PID 34.029.21.34.0012 from MU-C, Mixed-Use Commercial District, to MU-C-PUD – Mixed-Use Commercial Planned Unit Development. This ordinance creates land use standards consistent with the requested Planned Unit Development for the DPS Lake Elmo 3rd Addition project (also called Roers Lake Elmo Multifamily) proposed by Roers Companies which was approved by the Lake Elmo City Council on November 19, 2024. The full text of Ordinance 2024-18 is available for inspection at Lake Elmo City Offices during regular business hours. [remainder of page intentionally blank] Resolution 2024-121 BE IT FURTHER RESOLVED by the City Council of the City of Lake Elmo that the City Administrator keep a copy of the ordinance at City Hall for public inspection and that a full copy of the ordinance be placed in a public location within the City. Dated: November 19th 2024 ___________________________________ Charles Cadenhead, Mayor ATTEST: ____________________________________ Julie Johnson, City Clerk 1 LA515-119-856339.v1 CITY OF LAKE ELMO WASHINGTON COUNTY STATE OF MINNESOTA RESOLUTION NO. 2024-122 A RESOLUTION APPROVING THE REVISED DEVELOPMENT AGREEMENT FOR DPS LAKE ELMO 3RD ADDITION WHEREAS, the City of Lake Elmo (the “City”) is a municipal corporation organized and existing under the laws of the State of Minnesota; and WHEREAS, Roers Companies, LLC, a limited liability company (the “Applicant”) submitted an application to the City for a revised final plat and final PUD plan for DPS Lake Elmo 3rd Addition; and WHEREAS, the Lake Elmo City Council adopted Resolution No. 2024-122 on November 19, 2024 approving the final plat and final PUD plan for DPS Lake Elmo 3rd Addition (the “Resolution”); and WHEREAS, the conditions of approval of the final plat and final PUD plan in the Resolution included a requirement that the Applicant enter into a development agreement acceptable to the City Attorney and approved by the City Council that delineates who is responsible for the design, construction, and payment of the required improvements with financial guarantees therefore; and NOW, THEREFORE, the City Council of the City of Lake Elmo hereby: 1. Approves the Development Agreement for DPS Lake Elmo 3rd Addition and authorizes the Mayor and City Clerk to execute it. The City Attorney is authorized to insert or modify Exhibits of the Development Agreement as needed. Passed and duly adopted this 19th day of November, 2024 by the City Council of the City of Lake Elmo, Minnesota. __________________________________ Charles Cadenhead, Mayor ATTEST: ________________________________ Julie Johnson, City Clerk LA515\110\984498.v1 (reserved for recording information) DEVELOPMENT AGREEMENT DPS Lake Elmo 3rd Addition THIS DEVELOPMENT AGREEMENT is dated ______________, 2024, by and between the CITY OF LAKE ELMO, a Minnesota municipal corporation (the “City”) and ROERS LAKE ELMO APARTMENTS LLC, a Delaware limited liability company (the “Developer”). 1. REQUEST FOR PLAT APPROVAL. The Developer has asked the City to approve a plat for DPS Lake Elmo Third Addition (referred to in this Agreement as the “Subdivision”). The property being platted is situated in the County of Washington, State of Minnesota, and is legally described on Exhibit A. 2. CONDITIONS OF PLAT APPROVAL. The City hereby approves the Subdivision on the condition that the Developer enter into this Agreement, furnish the security required by it, and record the plat with the County Recorder or the Registrar of Titles within 180 days after the City Council approves the final plat. 3. RIGHT TO PROCEED. This Agreement is intended to regulate the development of the Subdivision property and the construction therein of certain public and private improvements. LA515\110\984498.v1 Unless separate written approval has been given by the City within the plat or land to be platted, the Developer may not construct public or private Subdivision Improvements or any buildings on the Subdivision Property until all the following conditions precedent have been satisfied: A. the Developer has executed and recorded with Washington County all drainage and utility easements required for the Subdivision by the City Engineer and Public Works Director in the City’s standard form or the easements have been dedicated to the City in the plat; B. this Agreement has been executed by the Developer and the City; C. the required Security (as hereinafter defined) have been received by the City from or on behalf of the Developer; D. final construction plans and specifications and final landscape plans have been submitted by the Developer and approved by the City Engineer and the City’s Landscape Architect; E. the Developer has paid the City for all of its legal, engineering, and administrative expenses incurred by the City regarding the City approvals and has given the City the additional City Engineering Administrative Escrow required by this Agreement; F. the Developer has paid any outstanding assessments and taxes for the Subdivision property; G. the Developer has fulfilled any park dedication requirements as specified under this Agreement; H. the Developer has received all necessary permits from the MPCA, MDH, DNR, applicable watershed, Washington County, and any other agency having jurisdiction over the Subdivision; I. the Developer has provided the City with a certificate of insurance required by this Agreement; LA515\110\984498.v1 J. the Developer, the Developer’s engineer, and the Developer’s contractor(s) have initiated and attended a preconstruction meeting with the City Engineer, and City staff; K. the final plat has been recorded with Washington County; L. a title insurance policy has been issued in the amount of $100,000 in favor of the City insuring the City’s interests as they appear on the plat; M. the Developer has executed a stormwater maintenance and easement agreement in the City’s standard form; N. the Developer has revised the landscaping and tree planting plans to meet the conditions of approval of the final plat and the changes required by the City’s Landscape Architect as outlined in his/her memo dated October 22, 2024. Said revised landscaping and tree planting plans must be reviewed and approved by the City’s Landscape Architect prior to recording the final plat; O. the Developer has revised its plans to identify the location of the emergency vehicle access and the location of the access has been approved by the Fire Chief. Said revised plans must be reviewed and approved by the Fire Chief prior to recording the final plat; and P. the City has issued a written notice that all above conditions have been satisfied and that the Developer may proceed. 4. CHANGES IN OFFICIAL CONTROLS. For five years from the date of this Agreement, no amendments to the City's Comprehensive Plan or official controls shall apply to or affect the use, development density, lot size, lot layout, or dedications of the approved final plat unless required by state or federal law or agreed to in writing by the City and the Developer. Thereafter, notwithstanding anything in this Agreement to the contrary, to the full extent permitted by state law, the City may require compliance with any changes to the City's Comprehensive Plan, official controls, platting, or dedication requirements enacted after the date of this Agreement. LA515\110\984498.v1 5. DEVELOPMENT PLANS. The Developer agrees to develop the Subdivision in accordance with the City approvals, including the terms and conditions of approval of the final plat as detailed in City Council Resolution No. ______________, to construct all improvements in accordance with the approved construction plans and specifications (collectively, the “Plans”) prepared by a professional engineer licensed in the State of Minnesota at its sole expense. All terms and conditions of the City approvals are hereby incorporated by reference into this Agreement. The documents which constitute the Plans are those on file with and approved by the City and are listed on Exhibit B attached hereto. The Plans may not be modified by the Developer without the prior written approval of the City. 6. IMPROVEMENTS. In developing the Subdivision in accordance with the Plans, the Developer shall make or install at its sole expense, the following public and private improvements (collectively, the “Subdivision Improvements”): A. Grading and erosion control; B. Sanitary sewer; C. Water system improvements; D. Stormwater improvements (storm sewer pipe, control structures, ponds, BMPs, etc.) E. Hudson Boulevard street improvements; F. Julia Avenue street improvements; G. Trails; H. Underground private utilities; I. Landscaping; J. Street lighting and signage; K. Tree preservation and reforestation; L. Emergency vehicle access; and M. Monuments required by Minnesota Statutes. All improvements shall be installed in accordance with the approved Plans, the City approvals, the City Code, the City’s Engineering Design and Construction Standards Manual, and the City’s Landscape and Irrigation Standards. The Developer shall instruct its engineer to LA515\110\984498.v1 provide adequate field inspection personnel to assure an acceptable level of quality control to the extent that the Developer's engineer will be able to certify that the construction work meets the approved Plans, the City approvals, the City Code, the City’s Engineering Design and Construction Standards Manual, and the City’s Landscape and Irrigation Standards as a condition of City acceptance. In addition, the City may, at the City’s discretion and at the Developer’s expense, have one or more City inspectors or a soil engineer inspect the Developer’s work on a full or part-time basis. The Developer's engineer shall provide for on-site project management. The Developer's engineer is responsible for design changes and contract administration between the Developer and the Developer's contractor. 7. CITY ADMINISTRATION AND CONSTRUCTION OBSERVATION. At the time of the City’s approval of the final plat for the Subdivision, the Developer shall submit to the City an amount to be escrowed by the City for City administration and construction observation costs in an amount provided under paragraph 32 of this Agreement - Summary of Security Requirements. Thereafter, the Developer shall reimburse the City each month, within 30 days of receiving an invoice, following submission of an invoice to the Developer, for all administration and construction observation costs incurred by the City during the construction of the Subdivision Improvements by the City’s engineering, public works, planning, and landscape architecture staff and consultants. After 30 days of the invoice, the City may draw upon the escrow and stop work on the site until the escrow has been replenished in its full amount. City administration and oversight will include monitoring of construction progress and construction observation, consultation with the Developer and the Developer’s professionals on status or problems regarding the project, coordination for testing, final inspection and acceptance, project monitoring during the warranty period, and processing of requests for reduction in the Security. Construction observation shall include, at the discretion of the City, part- or full-time inspection of proposed public utilities and street construction. The City will bill for the services on an hourly basis. LA515\110\984498.v1 The direction and review provided by the City through the inspection of the Subdivision Improvements should not be considered a substitute for the Developer-required management of the construction of the Subdivision Improvements. The Developer must require the Developer’s contractor(s) to furnish the City with a schedule of proposed operations at least five days prior to the commencement of construction for each type of Subdivision Improvement. The City shall inspect all Developer-installed Subdivision Improvements during and after construction for compliance with the Plans, the City approvals, the City Code, the City’s Engineering Design and Construction Standards Manual, and the City’s Landscape and Irrigation Standards. The Developer will notify the City at such times during construction as the City requires for inspection purposes based on a schedule established for this purpose. Such inspection is pursuant to the City’s governmental authority, and no agency or joint venture relationship between the City and the Developer is thereby created. 8. CONTRACTORS/SUBCONTRACTORS. City Council members, City employees, and City Planning Commission members, and corporations, partnerships, and other entities in which such individuals have greater than a 25 percent ownership interest or in which they are an officer or director may not act as contractors or subcontractors for the Subdivision Improvements identified in paragraph 5 above. 9. TIME OF PERFORMANCE. Subject to unavoidable delays including adverse weather conditions, the Developer shall install all required Subdivision Improvements by July 31, 2027. The Developer may, however, request an extension of time from the City, and the City agrees to grant a reasonable extension for delays. Such extension will not be the basis for placing the Developer in default based on the schedule of improvements. If the City grants the time extension, it shall be conditioned upon updating the Security or escrow posted by the Developer to reflect cost increases, if any, and amending this Agreement to reflect the extended completion date. LA515\110\984498.v1 10. MAINTENANCE DURING CONSTRUCTION. The Developer shall be responsible for all maintenance of the Subdivision Improvements until the Subdivision Improvements are accepted by the City in writing. The Developer and its contractors must adhere to the City’s weight restrictions for all streets both inside and outside of the Subdivision, regardless of whether said streets are included in the City’s map of streets with weight restrictions and regardless of whether said streets are fully constructed. The Developer also is responsible to perform gopher state one utility locates for all underground utilities until the Subdivision Improvements are accepted in writing by the City. Warning signs shall be placed by the Developer when hazards develop in streets to prevent the public from traveling on same and to direct attention to detours. If and when streets become impassable, such streets shall be barricaded and closed by the Developer. The Developer and its contractors must keep Hudson Boulevard North and Julia Avenue North open to traffic at all times unless a right-of-way obstruction permit is obtained from the City. The Developer shall be responsible for keeping streets within and outside of the Subdivision clean and clear of dirt and debris that may spill, track, or wash onto the street from the Developer’s operations. The Developer shall contract for street cleaning for streets within and immediately adjacent to the Subdivision until the Subdivision Improvements have been accepted by the City. At a minimum, scraping and sweeping shall take place on a weekly basis and on a daily basis during heavy tracking days. 11. LICENSE. The Developer hereby grants the City, its agents, employees, officials, and contractors a license to enter the Subdivision to perform all work and inspections deemed appropriate by the City in conjunction with the development of the Subdivision and this Agreement. 12. CONSTRUCTION ACCESS AND PARKING. Construction traffic access and egress for all work on the site is restricted to access via Hudson Boulevard North and Julia Avenue at the existing and approved new driveway location and designated rock construction entrance along LA515\110\984498.v1 Hudson Boulevard North per the approved erosion control plans. No construction traffic is permitted on other adjacent streets or at any other location along Hudson Boulevard North. The Developer must maintain adequate access for emergency vehicles that is acceptable to the City in its sole discretion at all times during construction. All construction parking and staging, including the loading and unloading of equipment and supplies during the construction of the Subdivision Improvements must be completed interior to the project site and is not allowed to occur on a public street or within any public right-of-way, including, but not limited to Hudson Boulevard and Julia Avenue. The Developer and contractors shall be responsible for the repair and restoration of any damage to the street, curb, trail, sidewalk, and boulevard caused by the construction activities. Such work shall meet all City standards and specifications. 13. CONSTRUCTION SEQUENCE AND COMPLIANCE. The City will require the Developer to construct the Subdivision Improvements in a sequence that will allow progress and compliance points to be measured and evaluated. The Developer and the Developer’s representatives are required to supervise and coordinate all construction activities for all Subdivision Improvements and must notify the City in writing stating when the work is ready for the inspection at each of the measurable points defined in the following paragraphs. The Developer may utilize temporary stormwater treatment methods for the Subdivision until the stormwater basins on the site are constructed by the Developer within the Subdivision. If the City Engineer determines that the Developer’s temporary treatment of stormwater for the Subdivision is not being managed properly by the Developer, then the City may issue a stop work order. 14. EROSION CONTROL. All construction regarding the Subdivision Improvements shall be completed in a manner designed to control erosion and in compliance with the City Code, the City’s Engineering Design and Construction Standards Manual, all watershed district permits, the Minnesota Pollution Control Agency’s best management practices, and other requirements LA515\110\984498.v1 including the City’s permit with the Minnesota Pollution Control Agency for the municipal separate storm sewer system program. Before initiating any work on the site, the Developer must implement an erosion control plan and have the City inspect and approve the erosion control measures. The Developer shall coordinate and install erosion and sediment control measures with the various stages of development. The City may impose additional erosion control requirements at any stage in development as deemed necessary to maintain a compliant site. The Developer shall promptly reseed all areas disturbed for Subdivision Improvements after the work in the area is complete unless construction of the next stage of the Subdivision Improvements will begin in that area within seven days. The parties recognize that time is of the essence in controlling erosion. If the Developer does not comply with the erosion control plan and schedule or supplementary instructions received from the City, the City may take such action as it deems appropriate to control erosion. The City will endeavor to notify the Developer in advance of any proposed action, but failure of the City to do so will not affect the Developer’s and City’s rights or obligations hereunder. If the Developer does not reimburse the City for any cost the City incurred for such work within 10 days, the City may draw on the Security to pay any costs. The City will not allow any development or site work, utility, or street construction and the City will not issue any building permits unless the Subdivision is in full compliance with the approved erosion control plan. 15. SITE GRADING. In order to construct the Subdivision Improvements and otherwise prepare the site for development, it will be necessary for the Developer to grade the Subdivision property. All grading must be done in compliance with this Agreement and the grading plans on file with the City. Within 30 days after completion of the grading, the Developer shall provide the City with an “as built” grading plan and a certification by a registered land surveyor or engineer as required in the City’s Engineering Design and Construction Standards Manual. LA515\110\984498.v1 16. STREET AND UTILITY IMPROVEMENTS. All storm sewers, sanitary sewers, watermain, and streets, including any turn lane or intersection improvements, shall be installed in accordance with the approved Plans, the City approvals, the City Code, and the City’s Engineering Design and Construction Standards Manual. Curb and gutter, the first lift of the bituminous streets, trails, boulevards graded, street signs installed, and all restoration work on the site shall be completed in accordance with the approved Plans. Once the work is completed, the Developer or the Developer’s representative shall submit a written request to the City asking for an inspection of the initial improvements. The City will then schedule a walk- through to create a punch list of outstanding items to be completed. Upon receipt of the written punch list provided by the City, the punch list items must be completed by the Developer and the City notified to re- inspect the improvements. Before the placement of the final bituminous wear course, the Developer shall repair or replace all broken or failing curbs, trails and damaged or settled streets as determined by the City from a pre-wear course walk through inspection. 17. LANDSCAPING AND TREE REPLACEMENT IMPROVEMENTS. A. The Developer agrees to install or cause to be installed landscaping in accordance with the approved Plans, the City approvals, the City Code, the City’s Engineering Design and Construction Standards Manual, and the City’s Landscape and Irrigation Standards. All landscaping materials such as trees, shrubs, grasses, or other vegetation installed by the Developer must be warrantied and maintained for a period of two years. The two-year warranty period shall be deemed to start once all required landscaping identified as responsibility of the Developer in the approved Plans has received acceptance by the City. The Developer agrees to have the installer complete an inspection 30 days prior to the end of the two-year warranty period and provide the City with a written report identifying the condition of all landscaping. In the event any landscaping installed by the Developer is deemed to be in poor condition or dead, the Developer is to replace the landscaping with like kind materials LA515\110\984498.v1 or as otherwise approved by the City. B. The Developer shall be responsible for maintaining regular watering, fertilizing, and over-seeding necessary to establish final lawns and yards as identified in the approved Plans for outlots, public rights-of-way, and any disturbed areas outside the Subdivision boundaries according to a landscape maintenance plan approved by the City. The Developer agrees to achieve “substantial performance” on all seeded or sodded lawns and yards disturbed during the construction of Subdivision Improvements. For the purpose of this Agreement “substantial performance” shall be defined for areas seeded or sodded with a turf or lawn mix as “square foot turf areas with an average blade height of three inches free of eroded, bare, or dead spots and free from perennial weeds or unwanted grasses with no visible surface soil.” For areas seeded with a native grass or flower mix “substantial performance” shall be defined as “square foot native grass or flower areas with an average height of eight inches free of eroded, bare, or dead spots and no visible surface soil.” 18. SIGNAGE, STREET LIGHTING AND OTHER UTILITIES. The Developer agrees to install street signs, traffic and parking signs, and pavement markings within the Subdivision all in accordance with the approved Plans and the City Engineering Design Standards Manual. Street and traffic sign details shall be submitted by the Developer to the City for approval before their installation. In addition, the Developer shall be responsible for the cost and all coordination work to extend private utilities along with street lighting within the Subdivision all in accordance with the approved plans and right-of-way permits. 19. OWNERSHIP OF IMPROVEMENTS. Upon completion of the work and construction required by this Agreement, the Subdivision Improvements lying within public easements shall become City property. Prior to acceptance of the public Subdivision Improvements by the City, the Developer must furnish the City with a complete set of reproducible "record" plans and an LA515\110\984498.v1 electronic file of the "record" plans in accordance with the City’s Engineering Design and Construction Standards Manual together with the following affidavits: - Developer/Developer Engineer’s Certificate - Land Surveyor’s Certificate certifying that all construction has been completed in accordance with the terms of this Agreement. All necessary forms will be furnished by the City. Upon receipt of “record plans” and affidavits, and upon review and verification by the City Engineer that the public Subdivision Improvements have been completed in accordance with the terms of this Agreement, the City Engineer will accept the completed public Subdivision Improvements. 20. PARK DEDICATION. The Developer shall pay a cash contribution of $380,000.00 in satisfaction of the City's park dedication requirements. The City requires the dedication of land or a cash contribution in lieu of dedication of land in the amount of 10 percent of the market value of the property to be platted. The amount of the cash contribution was calculated as follows: 14.15 acres x 10 percent = 1.415 acres. The purchase price of the property is $3,800,000 ($268,551.24/acre). Therefore, the amount of the cash contribution is $380,000.00 (1.415 acres x $268,551.24/acre). The park dedication fee shall be paid by the Developer before recording the final plat. 21. SANITARY SEWER AND WATER UTILITY AVAILABILITY CHARGES (SAC AND WAC). The Developer shall be responsible for the payment of all sewer availability charges (SAC) and all water availability charges (WAC) with respect to the Subdivision Improvements required by the City and any state or metropolitan government agency. The sewer availability charge (SAC) in the amount of $3,000.00 per Residential Equivalent Charge (“REC”) shall be paid by the Developer or the Developer’s contractor on behalf of the Developer to the City at the time the City issues a building permit for each building with the development. The water availability charge (WAC) in the amount of $3,000.00 per REC shall be paid by LA515\110\984498.v1 the Developer or the Developer’s contractor on behalf of the Developer at the time the City issues a building permit for each building within the development. In addition, a sewer connection charge in the amount of $1,000.00 per REC, a Metropolitan Council sewer availability charge in the amount of $2,485.00 per REC, and a water connection charge in the amount of $1,000.00 per REC will be payable by the Developer and collected by the City at the time the City issues a building permit for each building with the development. 22. WETLAND MITIGATION. There have been no wetlands found on the Property, however, in the event that there are determined to be wetlands on the Property during the course of construction, the Developer shall complete wetland mitigation/restoration in accordance in accordance with any applicable Watershed or agency permits and any plans approved by the Watershed or the City. If the mitigation work is found to be incomplete or restoration is unsuccessful, the City draw down the Security at any time during the warranty period to perform the work if the Developer fails to take corrective measures after being provided reasonable notice by the City. 23. BUILDING PERMITS/CERTIFICATES OF OCCUPANCY. A. The City will issue building permits for buildings within the entire Subdivision provided that the final plat has been recorded with Washington County. B. A phasing plan for the Subdivision has been approved by the City and is part of the Plans (the “Phasing Plan”). The City will issue a certificate of occupancy for the building that is to be constructed in Phase 1 of the Phasing Plan provided that all Subdivision Improvements that are within the Phasing Plan for Phase 1 have been installed by the Developer and have been accepted by the City. The City will not accept any Subdivision Improvements until as-built record drawings for the applicable Phase are submitted for review and are approved by the City verifying LA515\110\984498.v1 that the Subdivision Improvements within such Phase have been installed in accordance with the approved Plans. C. The City will issue a certificate of occupancy for the building that is to be constructed in Phase 2 of the Phasing Plan provided that all Subdivisions Improvements that are within both Phase 1 and Phase 2 have been installed by the Developer and are accepted by the City. The City will not accept any Subdivision Improvements until as-built record drawings for the applicable Phase are submitted for review and are approved by the City verifying that the Subdivision Improvements within such Phase have been installed in accordance with the approved Plans. D. Once construction has started, the City will not consider revisions to the Phasing Plan for the purposes of issuing certificates of occupancy. E. Breach of the terms of this Agreement by the Developer including nonpayment of billings from the City, shall be grounds for denial of building permits, certificates of occupancy, and withholding of other permits, inspections, or actions and the halting of all work in the Subdivision. F. If the City issues building permits before the acceptance of the Subdivision Improvements by the City, the Developer assumes all liability and costs resulting in delays in completion of the Subdivision Improvements and damage to the Subdivision Improvements caused by the City, the Developer, the Developer’s contractors, subcontractors, materialmen, employees, agents, or any third parties. 24. RESPONSIBILITY FOR COSTS. A. In the event that the City receives claims from labor, materialmen, or others alleging that work required by this Agreement has been performed and the amounts due to them have not been paid, and the laborers, materialmen, or others are seeking payment from the City, the Developer hereby authorizes the City to LA515\110\984498.v1 commence an Interpleader action pursuant to Rule 22, Minnesota Rules of Civil Procedure for the District Courts, to draw upon the Security in an amount up to 125 percent of the claim(s) and deposit the funds in compliance with the Rule, and upon such deposit, the Developer shall release, discharge, and dismiss the City from any further proceedings as it pertains to the funds deposited with the District Court, except that the Court shall retain jurisdiction to determine attorneys' fees pursuant to this Agreement. B. Except as otherwise specified herein, the Developer shall pay all actual costs incurred by it or the City in conjunction with the development of the Subdivision, including but not limited to legal, planning, engineering, and inspection expenses incurred in connection with the City’s approval and acceptance of the plat and the Subdivision, the preparation of this Agreement, the City’s review of construction plans and documents, and all costs and expenses incurred by the City in monitoring and inspecting development of the Subdivision. All amounts incurred and due to the City at the time of the recording of the final plat must be fully paid by the Developer prior to the City executing and releasing the final plat for recording. C. The Developer shall hold the City and its officials, employees, and agents harmless from claims made by itself and third parties for damages sustained or costs incurred resulting from the City’s approval of the plat and the development of the Subdivision unless caused by the negligence, action, or inaction of the City. The Developer shall indemnify and defend the City and its officials, employees, and agents for all costs, damages, or expenses that the City may pay or incur in consequence of such claims, including attorneys' fees. D. The Developer shall reimburse the City for costs incurred in the enforcement of LA515\110\984498.v1 this Agreement, including reasonable engineering and attorneys' fees. E. The Developer shall pay, or cause to be paid when due, and in any event before any penalty is attached, all special assessments referred to in this Agreement. This is a personal obligation of the Developer and shall continue in full force and effect even if the Developer sells one or more lots, the entire Subdivision, or any portion of it. F. The Developer shall pay in full all bills submitted to it by the City through the established escrow for obligations incurred under this Agreement within 30 days after receipt. Bills not paid by the Developer within 30 days shall be assessed a late fee per the City adopted fee schedule. Upon request, the City will provide copies of detailed invoices of the work performed by the City and its consultants. 25. CITY PAYMENTS. The City shall reimburse the Developer in the amount of $ 42,300 for the mill and overlay improvements along Hudson Boulevard, south of the existing roadway centerline. City payments shall be made within 30 days of the City’s final acceptance of the Subdivision Improvements, but only if the Developer is not in default with respect to any terms of this Agreement. This payment by the City shall be the City’s only responsibility with regard to construction of the Subdivision Improvements and in no case shall act as a waiver of any other right of the City under this Agreement or under applicable laws, ordinances or rules. 26. SPECIAL PROVISIONS. The following special provisions shall apply to the Subdivision and include the Conditions of Approval of the Final Plat and Final PUD Plans: A. That publication of the PUD ordinance shall be required before the recording of the approved final plat. B. All issues set forth in the City Attorney’s plat opinion letter dated ________________ must be addressed to the satisfaction of the City Attorney prior to the recording of the final plat. LA515\110\984498.v1 C. All storm water facilities internal to the site shall be privately owned and maintained. A storm water maintenance and easement agreement in the City’s standard form must be executed by the Developer and recorded with the final plat. D. That the Developer shall incorporate stormwater reuse for irrigation as approved by the City Engineer. E. If applicable, the Developer shall provide the City with a copy of written permission from adjacent property owners for any off-site grading work or storm sewer discharges to adjacent properties before starting any work on the Property. F. Before the installation or construction of any subdivision identification signs or neighborhood markers within the Subdivision, the Developer shall submit sign plans to the City for review and obtain a sign permit from the City. 27. MISCELLANEOUS. A. The Developer may not assign this Agreement without the written permission of the City Council. The Developer's obligations hereunder shall continue in full force and effect even if the Developer sells the Subdivision or any portion of it. B. Retaining walls that require a building permit shall be constructed in accordance with plans and specifications prepared by a professional engineer licensed by the State of Minnesota. Following construction, a certification signed by the design engineer shall be filed with the City Engineer evidencing that the retaining wall was constructed in accordance with the approved Plans. C. The Developer shall take out and maintain or cause to be taken out and maintained until six months after the City has accepted the public Subdivision Improvements, public liability and property damage insurance covering personal injury, including death, and claims for property damage which may arise out of Developer's work or the work of its subcontractors or by one directly or indirectly employed by any of LA515\110\984498.v1 them. Limits for bodily injury and death shall be not less than $500,000 for one person and $1,500,000 for each occurrence; limits for property damage shall be not less than $200,000 for each occurrence; or a combination single limit policy of $1,500,000 or more. The City shall be named as an additional insured on the policy, and the Developer shall file with the City a certificate of insurance evidencing coverage prior to the City signing this Agreement. The certificate shall provide that the City must be given 30 days’ advance written notice of the cancellation of the insurance. D. Third parties shall have no recourse against the City under this Agreement. E. If any portion, section, subsection, sentence, clause, paragraph, or phrase of this Agreement is for any reason held invalid, such decision shall not affect the validity of the remaining portions of this Agreement. F. The action or inaction of the City shall not constitute a waiver or amendment to the provisions of this Agreement. To be binding, amendments or waivers shall be in writing, signed by the parties and approved by written resolution of the City Council. The City's failure to promptly take legal action to enforce this Agreement shall not be a waiver or release. G. This Agreement shall run with the land and may be recorded against the title to the Subdivision property at the Developer’s expense. The Developer covenants with the City, its successors and assigns, that it is the fee owner of the Subdivision and has obtained consents to this Agreement, in the form attached hereto, from all parties who have an interest in the Subdivision property, including, but not limited to, mortgagees; that there are no unrecorded interests in the Subdivision property being final platted; and the Developer will indemnify, defend, and hold the City harmless for any breach of the foregoing covenant. Notwithstanding the foregoing, following Developer’s completion of the requirements under this Agreement, at the LA515\110\984498.v1 Developer’s written request, the City will execute and deliver to the Developer a release of this Agreement, in recordable form. H. Each right, power, or remedy herein conferred upon the City is cumulative and in addition to every other right, power, or remedy, express or implied, now or hereafter arising, available to City, at law or in equity, or under any other agreement, and each and every right, power, and remedy herein set forth or otherwise so existing may be exercised from time to time as often and in such order as may be deemed expedient by the City and shall not be a waiver of the right to exercise at any time thereafter any other right, power, or remedy. I. The Developer represents to the City that the Subdivision and the Subdivision Improvements comply or will comply with all City, County, metropolitan, state, and federal laws and regulations, including but not limited to subdivision ordinances, zoning ordinances, and environmental regulations. If the City determines that the Subdivision is not in compliance, the City may, at its option following written notice and a reasonable opportunity to cure, refuse to allow construction work on the Subdivision until it is brought into compliance. “Reasonable” shall be defined for these purposes as the City’s estimate as to the amount of time it would take the Developer to bring the Subdivision into compliance. Upon the City’s demand, the Developer shall cease work until there is compliance. 28. EVENTS OF DEFAULT. The following shall be "Events of Default" under this Agreement and the term "Event of Default" shall mean, whenever it is used in this Agreement, any one or more of the following events: A. Subject to unavoidable delays, and following written notice and an opportunity to cure, failure by the Developer to commence and complete construction of the Subdivision Improvements pursuant to the terms, conditions, and limitations of this Agreement. LA515\110\984498.v1 B. Failure by the Developer, following written notice and an opportunity to cure, to substantially observe or perform any material covenant, condition, obligation, or agreement on its part to be observed or performed under this Agreement. 29. REMEDIES ON DEFAULT. Whenever any Event of Default occurs, the City, subject to any rights of third parties agreed to by the City pursuant to this Agreement, or otherwise by written, executed instrument of the City, may take any one or more of the following: A. The City may suspend its performance under the Agreement until it receives assurances from the Developer, deemed adequate by the City that the Developer will cure its default and continue its performance under the Agreement. Suspension of performance includes the right of the City to withhold permits, including, but not limited to, building permits and certificates of occupancy. B. The City may initiate such action, including legal or administrative action, as is necessary for the City to secure performance of any provision of this Agreement or recover any amounts due under this Agreement from the Developer, or immediately draw on the Security, as set forth in this Agreement. 30. ENFORCEMENT BY CITY; DAMAGES. The Developer acknowledges the right of the City to enforce the terms of this Agreement against the Developer, by action for specific performance or damages, or both, or by any other legally authorized means. In the event of a default by the Developer as to construction or repair of any of the Subdivision Improvements or any other work or undertaking required by this Agreement, the City may, at its option and following written notice and an opportunity to cure, perform the work and the Developer shall promptly reimburse the City for any expense incurred by the City. This Agreement is a license for the City to act, and it shall not be necessary for the City to seek an order from any court for permission to enter the Subdivision for such purposes. If the City does such work, the City may, in addition to its other remedies, levy special assessments against the land within the Subdivision to recover LA515\110\984498.v1 the costs thereof. For this purpose, the Developer, for itself and its successors and assigns, expressly waives any and all procedural and substantive objections to the special assessments, including, but not limited to, hearing requirements, and any claim that the assessments exceed the benefit to the land so assessed. The Developer, for itself and its successors and assigns, also waives any appeal rights otherwise available pursuant to Minnesota Statutes Section 429.081. The Developer also acknowledges that its failure to perform any or all of the Developer’s obligations under this Agreement may result in substantial damages to the City; that in the event of default by the Developer, the City may commence legal action to recover all damages, losses and expenses sustained by the City; and that such expenses may include, but are not limited to, the reasonable fees of legal counsel employed with respect to the enforcement of this Agreement. 31. WARRANTY. During the warranty period, the Developer warrants that all Subdivision Improvements will be free from defects and that they will continue to meet all technical specifications and standards. During the warranty period, the Developer agrees to repair or replace any Subdivision Improvement, or any portion or element thereof, which shows signs of failure, normal wear and tear excepted. If the Developer fails to repair or replace a defective Subdivision Improvement during the warranty period, the City may repair or replace the defective portion and may draw upon the Security to reimburse itself for such costs. The Developer agrees to reimburse the City fully for the cost of all Subdivision Improvement repair or replacement if the cost thereof exceeds the remaining amount of the Security. Such reimbursement must be made within 45 days of the date upon which the City notifies the Developer of the cost due under this paragraph. The Developer hereby agrees to permit the City to specially assess any unreimbursed costs against the Subdivision if the Developer fails to make required payments to the City. The Developer, on behalf of itself and its successors and assigns, acknowledges the benefit to the Subdivision of the repair or replacement of the Subdivision Improvements and hereby consents LA515\110\984498.v1 to such assessment and waives the right to a hearing or notice of hearing or any appeal thereon under Minnesota Statutes, Chapter 429. A. The required warranty period for all work relating to the public sewer and water shall be two years from the date of final written City acceptance of the work. B. The required warranty period for all work relating to public street construction, including the improvements and turn lanes on Hudson Boulevard North, the concrete curb and gutter, trails and sidewalks, materials and equipment shall be one year from the date of final written City acceptance of the work. C. The required warranty period for sod, trees, and landscaping is two years from the date of final written City acceptance of the installation. 32. SUMMARY OF SECURITY REQUIREMENTS. To guarantee compliance with the terms of this Agreement, payment of special assessments, payment of the costs of all public Subdivision Improvements, and construction of all public Subdivision Improvements, the Developer shall furnish the City with an irrevocable letter of credit or cash escrow or a combination of a cash escrow and a letter of credit (the “Security") in the amount of $2,229,257. The bank originating the letter of credit shall be determined by the City to be solvent and creditworthy. The letter of credit shall substantially be in the form attached to this Agreement and must be approved by the City. The amount of the Security was calculated as itemized on Exhibit D. If at any time the City reasonably determines that the bank issuing the letter of credit no longer satisfies the City’s requirements regarding solvency and creditworthiness, the City shall notify the Developer and the Developer shall provide to the City within 45 days a substitute for the letter of credit from another bank meeting the City’s requirements. If the Developer fails to provide the City within 45 days with a substitute letter of credit from an issuing bank satisfactory to the City, the City may draw under the existing letter of credit. This breakdown is for historical reference; it is not a restriction on the use of the Security. LA515\110\984498.v1 The City may draw upon the Security, without notice, for any violation of the terms of this Agreement or if the Security is allowed to lapse prior to the end of the required term. If the required Subdivision Improvements are not completed at least 30 days prior to the expiration of the Security, the City may also draw upon it. If the Security is drawn upon, the proceeds shall be used by the City to cure the default. 33. REDUCTION OF SECURITY. Upon written request by the Developer and upon receipt of proof satisfactory to the City Engineer that work has been completed in accordance with the approved Plans and the terms of this Agreement and that all financial obligations to the City have been satisfied, the City Engineer may approve reductions in the Security in the following instances: A. Upon completion of grading operations, including temporary site restoration. The Developer must submit an as-built grading survey to the City that at a minimum establishes the as-built grades at all lot corners and downstream drainage conveyance systems and storm water ponds. Upon inspection of the site and approval of the as-built survey by the City, 100 percent, or $208,000 of the Security associated with grading may be released. This Security reduction does not include amounts related to erosion and sedimentation control. B. Up to 75 percent of the Security associated with the itemization on Exhibit C may be released upon completion of the following key milestones of the project as determined by the City Engineer: 1. Construction Categories 2 and 3: The amount of $346,857 may be released when all sanitary sewer and watermain utilities have been installed, all testing and televising has been successfully completed, sanitary sewer as- built inverts have been verified, and the utilities are considered ready for use by the City Engineer. 2. Construction Categories 4 and 5: The amount of $533,570 may be released LA515\110\984498.v1 when all streets, sidewalks, and storm sewer have been installed and tested, and have been found to be complete to the satisfaction of the City Engineer including all corrective work for any identified punch list items and including verification of storm sewer as-built inverts, but not including the final wear course. 3. Construction Categories 6-10 and 14-17: The amount of $479,369 may be released when all remaining Developer’s obligations under this Agreement have been completed including: (1) bituminous wear course; (2) street lighting and private utilities; (3) trails; (4) bio retention facilities; (5) iron monuments for lot corners have been installed; (6) all financial obligations to the City satisfied; (7) the required "record" plans in the form of the City standards have been received and approved by the City; and (8) the public Subdivision Improvements are accepted by the City Engineer and the City Council. C. Twenty-five percent of the original Security amount, excluding grading and landscaping improvements shall be retained until: (1) all Subdivision Improvements have been fully completed and accepted by the City, including all corrective work and warranty punch list items; (2) all financial obligations to the City have been satisfied; and (3) the warranty period has expired. D. Twenty-five percent of the original Security amount associated with Landscaping Improvements shall be retained by the City until: (1) all Landscaping Improvements have been fully completed and accepted by the City, including all corrective work and warranty punch list items being completed by the Developer; (2) all financial obligations to the City have been satisfied; and (3) the warranty period has expired. LA515\110\984498.v1 E. It is the intent of the parties that the City at all times have available to it Security in an amount adequate to ensure completion of all elements of the Subdivision Improvements and other obligations of the Developer under this Agreement, including fees or costs due to the City by the Developer. To that end and notwithstanding anything herein to the contrary, all requests by the Developer for a reduction or release of the Security shall be evaluated by the City in light of that principle. 34. SUMMARY OF CASH REQUIREMENTS. The following is a summary of the cash requirements under this Agreement which must be paid to the City prior to the execution of this Agreement by the City: Park Dedication: $380,000 City Engineering Administration Escrow: $50,000 TOTAL CASH REQUIREMENTS: $430,000 35. NOTICES. Required notices to the Developer shall be in writing, and shall be either hand delivered to the Developer, their employees or agents or mailed to the Developer by certified mail at the following addresses: Roers Lake Elmo Apartments LLC, 2 Carlson Parkway, #400, Plymouth, MN 55447, Attn: Logan Schmidt (Logan.Schmidt@roerscompanies.com) and Jackie Page (Jackie@roerscompanies.com). Notices also may be delivered to the Developer via email to the above email addresses, provided that a hard copy of the notice is also delivered by certified mail or hand delivery. Notices to the City shall be in writing and shall be either hand delivered to the City Administrator or mailed to the City by certified mail in care of the City Administrator Nicole Miller (NMiller@lakeelmo.gov) at the following address: Lake Elmo City Hall, 3880 Laverne Avenue N., Lake Elmo, Minnesota 55042. Notices may also be delivered to the City via email to the above email address, provided that a hard copy of the notice is also delivered by certified mail or hand delivery. LA515\110\984498.v1 36. EVIDENCE OF TITLE. The Developer shall furnish the City with evidence of fee ownership of the Subdivision property being platted by way of a title insurance policy dated not earlier than 30 days prior to the execution of the plat. 37. COMPLIANCE WITH LAWS. The Developer agrees to comply with all laws, ordinances, regulations, and directives of the state of Minnesota and the City applicable to the Subdivision property. This Agreement shall be construed according to the laws of the state of Minnesota. 38. SEVERABILITY. In the event that any provision of this Agreement shall be held invalid, illegal, or unenforceable by any court of competent jurisdiction, such holding shall pertain only to such section and shall not invalidate or render unenforceable any other provision of this Agreement. 39. NON-WAIVER. Each right, power, or remedy conferred upon the City by this Agreement is cumulative and in addition to every other right, power, or remedy, express or implied, now or hereafter arising, or available to the City at law or in equity, or under any other agreement. Each and every right, power, and remedy herein set forth or otherwise so existing may be exercised from time to time as often and in such order as may be deemed expedient by the City and shall not be a waiver of the right to exercise at any time thereafter any other right, power, or remedy. If either party waives in writing any default or nonperformance by the other party, such waiver shall be deemed to apply only to such event and shall not waive any other prior or subsequent default. 40. MUTUAL COOPERATION. Notwithstanding anything to the contrary in this Agreement, the City and the Developer each agree to use reasonable efforts to cooperate with each other to carry out the purposes of this Agreement and to avoid unreasonable delays in the performance of this Agreement; provided, however, the Developer acknowledges that the foregoing is not a waiver of any of the City’s discretion, rights or remedies under this Agreement. LA515\110\984498.v1 41. COUNTERPARTS. This Agreement may be executed simultaneously in any number of counterparts, each of which shall be an original and shall constitute one and the same Agreement. LA515\110\984498.v1 CITY OF LAKE ELMO By: ____________ __________________ Charles Cadenhead Its: Mayor By: __________________ _____________ Julie Johnson Its: City Clerk STATE OF MINNESOTA ) ) ss. COUNTY OF WASHINGTON ) The foregoing instrument was acknowledged before me this ___ day of ________________, 2024, by Charles Cadenhead and Julie Johnson, the Mayor and City Clerk, respectively, of the City of Lake Elmo, a Minnesota municipal corporation, on behalf of the corporation and pursuant to the authority granted by its City Council. NOTARY PUBLIC LA515\110\984498.v1 ROERS LAKE ELMO APARTMENTS LLC By: ___________________________________ Its: ___________________________________ STATE OF MINNESOTA ) ) ss. COUNTY OF __________) The foregoing instrument was acknowledged before me this ___, day of _________________, 2024, by ___________________, the _________________ of Roers Lake Elmo Apartments LLC, a Delaware limited liability company on behalf of the company. NOTARY PUBLIC DRAFTED BY: City of Lake Elmo 3880 Laverne Avenue North, Suite 100 Lake Elmo, MN 55042 (651) 747-3901 LA515\110\984498.v1 MORTGAGEE CONSENT TO DEVELOPMENT AGREEMENT , which holds a mortgage on the Property, the development of which is governed by the foregoing Development Agreement, agrees that the Development Agreement shall remain in full force and effect even if it forecloses on its mortgage. Dated this day of , 2024. STATE OF MINNESOTA ) ) ss. COUNTY OF ) The foregoing instrument was acknowledged before me this ___ day of ________________, 2024, by _______________________________________________________________. NOTARY PUBLIC DRAFTED BY: City of Lake Elmo 3880 Laverne Avenue North Lake Elmo, MN 55042 (651) 747-3901 LA515\110\984498.v1 EXHIBIT A TO DEVELOPMENT AGREEMENT Legal Description of the Property Lot 1 and Lot 2, Block 1, DPS Lake Elmo 3rd Addition, according to the recorded plat thereof, County of Washington, State of Minnesota. LA515\110\984498.v1 EXHIBIT B TO DEVELOPMENT AGREEMENT List of Plan Documents The following documents prepared by Sambatek constitute the Plans: SHEET NUMBER TITLE REVISION DATE LA515\110\984498.v1 EXHIBIT C TO DEVELOPMENT AGREEMENT Subdivision Improvements Cost/Security Amount Estimate CONSTRUCTION CATEGORY COST 125 percent 1 Grading $166,400 $208,000 2 Sanitary Sewer $102,082 $127,603 3 Watermain $267,899 $334,874 4 Storm Sewer (includes Hudson Blvd and existing stormwater pond structures) $168,538 $210,673 5 Hudson Boulevard Improvements $400,603 $500,754 6 Hudson Boulevard Trail $25,797 $32,247 7 Surface Water Facilities (internal storm sewer, infiltration basins, other BMPs) $361,353 $451,692 8 Street Lighting N/A N/A 9 Street and Traffic Signs N/A N/A 10 Private Utilities (electricity, natural gas, telephone, and cable) N/A N/A 11 Landscaping Improvements $166,557 $208,196 12 Tree Preservation and Restoration N/A N/A 13 Wetland Mitigation and Buffers N/A N/A 14 Monuments $1,456 $1,820 15 Erosion and Sedimentation Control $112,320 $140,400 16 Miscellaneous Facilities 17 Developer’s Record Drawings N/A $10,400 N/A $13,000 TOTALS $1,783,406 $2,229,257 LA515\110\984498.v1 FORM OF IRREVOCABLE LETTER OF CREDIT No.__________________ Date: ________________ TO: City of Lake Elmo Dear Sir or Madam: We hereby issue, for the account of (Name of Developer) and in your favor, our Irrevocable Letter of Credit in the amount of $___________ available to you by your draft drawn on sight on the undersigned bank. The draft must: a) Bear the clause, "Drawn under Letter of Credit No.____________, dated ______________, 20___, of (Name of Bank)" ; b) Be signed by the Mayor or City Administrator of the City of Lake Elmo. c) Be presented for payment at (Address of Bank) , on or before 4:00 p.m. on November 30, 20___. We hereby agree that all sight drafts drawn under and in conformity with the terms of this Letter of Credit will be duly honored if drawn and presented for payment together with the documents required herein to [INSERT NAME AND ADDRESS OF BANK AND CONTACT PERSON] if presented before _____p.m. on or before the expiration date. Presentations may be made by certified mail, return receipt requested, or by Federal Express or any other recognized courier company. This Letter of Credit shall automatically renew for successive one -year terms unless, at least forty-five (45) days prior to the next annual renewal date (which shall be November 30 of each year), the Bank delivers written notice to the Lake Elmo City Administrator that it intends to modify the terms of, or cancel, this Letter of Credit. Written notice is effective if sent by certified mail, postage prepaid, and deposited in the U.S. Mail, at least forty-five (45) days prior to the next annual renewal date addressed as follows: City Administrator, City Hall, 3880 Laverne Ave. N., Lake Elmo Minnesota 55042 and is actually received by the City Administrator at least thirty (30) days prior to the renewal date. This Letter of Credit sets forth in full our understanding which shall not in any way be modified, amended, amplified, or limited by reference to any document, instrument, or agreement, whether or not referred to herein. This Letter of Credit is not assignable. This is not a Notation Letter of Credit. More than one draw may be made under this Letter of Credit. This Letter of Credit shall be governed by the most recent revision of the Uniform Customs and Practice for Documentary Credits, International Chamber of Commerce Publication No. 600. We hereby agree that a draft drawn under and in compliance with this Letter of Credit shall be duly honored upon presentation. BY: Its SAMBATEK, INC. ENGINEERING, PLANNING AND LAND SURVEYING KNOW ALL PERSONS BY THESE PRESENTS: That Roers Lake Elmo Apartments, LLC, a Minnesota limited liability company, owner of the following described property, situated in the County of Washington, State of Minnesota, to wit; Outlot B, DPS LAKE ELMO, according to the recorded plat thereof, WASHINGTON COUNTY, MINNESOTA Has caused the same to be surveyed and platted as DPS LAKE ELMO 3RD ADDITION and does hereby dedicate to the public for public use forever the public way as shown on this plat and also dedicate the drainage and utility easements as created by this plat. In witness whereof said Roers Lake Elmo Apartments,, LLC, a Minnesota limited liability company, has caused these presents to be signed by its proper officer this day of , 20 . Signed: Roers Lake Elmo Apartments,, LLC, a Minnesota limited liability company By: Shane LaFave Its: Executive Vice President STATE OF MINNESOTA COUNTY OF The foregoing instrument was acknowledged before me on this day of , 20 , by Shane LaFave as Executive Vice President of Roers Lake Elmo Apartments, LLC, a Minnesota limited liability company, on behalf of the company. Notary Public, County, Notary Printed Name My Commission Expires I Mark R. Salo do hereby certify that this plat was prepared by me or under my direct supervision; 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 this plat; that all monuments depicted on this 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 certification are shown and labeled on the plat; and all public ways are shown and labeled on this plat. Dated this day of , 20 . Mark R. Salo, Licensed Land Surveyor, Minnesota License No. 43933 STATE OF MINNESOTA COUNTY OF The foregoing instrument was acknowledged before me on this _________ day of _________________, 20______, by Mark R. Salo, Licensed Land Surveyor. Notary Public, County, Minnesota Notary Printed Name My Commission Expires CITY PLANNING COMMISSION, CITY OF LAKE ELMO, STATE OF MINNESOTA Approved by the Planning Commission of the City of Lake Elmo, Minnesota at a regular meeting thereof on the ______ day of _______________, 20_____. Planning Commission, City of Lake Elmo, Minnesota By: By: Chair, Planning Commission Secretary, Planning Commission CITY COUNCIL, CITY OF LAKE ELMO, STATE OF MINNESOTA This plat of DPS LAKE ELMO 3RD ADDITION was approved and accepted by the City Council of the City of Lake Elmo, Minnesota at a regular meeting thereof held this ______ day of _______________, 20_____, and said plat is in compliance with the provisions of Minnesota Statutes, Section 505.03, Subd. 2. City Council, City of Lake Elmo, Minnesota By: By: Mayor Clerk COUNTY SURVEYOR, COUNTY OF WASHINGTON, STATE OF MINNESOTA 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 this ________ day of ________________________, 20_____. By: By: Washington County Surveyor COUNTY AUDITOR/TREASURER, COUNTY OF WASHINGTON, STATE OF MINNESOTA Pursuant to Minnesota Statutes, Section 505.021, Subd. 9 and Section 272.12, taxes payable in the year 20_____ on real estate hereinbefore described have been paid; and there are no delinquent taxes, and transfer has been entered on this _______ day of _________________, 20_____. By: By: Washington County Auditor/Treasurer Deputy COUNTY RECORDER, COUNTY OF WASHINGTON, STATE OF MINNESOTA 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 SHEET 1 OF 2 SHEETS DPS LAKE ELMO 3RD ADDITION BLOCK 1 LOT 2 LOT 1 SAMBATEK, INC. ENGINEERING, PLANNING AND LAND SURVEYING SHEET 2 OF 2 SHEETS DPS LAKE ELMO 3RD ADDITION DENOTES 1/2 INCH BY 14 INCH IRON MONUMENT SET AND MARKED BY LICENSE NO. 43933 DENOTES 1/2 INCH BY 14 INCH IRON MONUMENT FOUND AND MARKED BY LICENSE 44530 OR AS NOTED. 0 NORTH SCALE IN FEET 50 100 BEING 10 FEET IN WIDTH AND ADJOINING PUBLIC WAYS AND BEING FIVE FEET IN WIDTH AND ADJOINING SIDE LOT LINES AND REAR LOT LINES, UNLESS OTHERWISE INDICATED ON THIS PLAT. 10 5 5 10 DRAINAGE AND UTILITY EASEMENTS ARE SHOWN THUS: (NOT TO SCALE) THE EAST LINE OF OUTLOT B, DPS LAKE ELMO, ACCORDING TO THE RECORDED PLAT THEREOF, WASHINGTON COUNTY, MINNESOTA IS ASSUMED TO HAVE A BEARING OF SOUTH 00 DEGREES 06 MINUTES 31 SECONDS WEST SEC. 34, T. 29 N, R. 21 W VICINITY MAP NOT TO SCALE 1 INCH = 50 FEET CONTACTS NAME: CONTACT: ADDRESS: PHONE No.: EMAIL: DEVELOPER/CLIENT 406-579-7590 eddie@roerscompanies.com jackie@roerscompanies.com TWO CARLSON PARKWAY N, STE 400 PLYMOUTH, MN 55447 ROERS COMPANIES EDDIE STARZ JACKIE PAGE NAME: CONTACT: ADDRESS: PHONE No.: EMAIL: CONTRACTOR matthew.severson@roerscompanies.com dan.imre@roerscompanies.com TWO CARLSON PARKWAY N, STE 400 PLYMOUTH, MN 55447 ROERS GENERAL CONTRACTING (RGC) MATTHEW SEVERSON DAN IMRE NAME: CONTACT: ADDRESS: PHONE No.: EMAIL: ARCHITECT 612-455-3100 dlundy@urban-works.com agrynol@urban-works.com 901 NORTH THIRD STREET, SUITE 145 MINNEAPOLIS, MN 55401 URBANWORKS ARCHITECTURE LLC DEVON LUNDY ASHLYN GRYNOL NAME: CONTACT: ADDRESS: PHONE No.: EMAIL: CIVIL ENGINEER 763-476-6010 jbailey@sambatek.com manderson@sambatek.com 12800 WHITEWATER DRIVE, SUITE 300 MINNETONKA, MN 55343 SAMBATEK JOSEPH BAILEY MARK ANDERSON NAME: CONTACT: ADDRESS: PHONE No.: EMAIL: LANDSCAPE ARCHITECT PHONE NUMBER jworkman@sambatek.com 12800 WHITEWATER DRIVE, SUITE 300 MINNETONKA, MN 55343 SAMBATEK JOHNNIE WORKMAN NAME: CONTACT: ADDRESS: PHONE No.: EMAIL: STRUCTURAL ENGINEER 763-843-0474 jtimm@bkbm.com 6120 EARLE BROWN DRIVE, SUITE 700 MINNEAPOLIS, MN 55430 BKBM ENGINEERS JOHN TIMM NAME: CONTACT: ADDRESS: PHONE No.: EMAIL: INTERIOR DESIGNER 612.455.3100 sdavis@urban-works.com sdoherty@urban-works.com 901 NORTH THIRD STREET, SUITE 145 MINNEAPOLIS, MN 55401 URBANWORKS ARCHITECTURE LLC SARAH DAVIS SARAH DOHERTY NAME: CONTACT: ADDRESS: PHONE No.: EMAIL: PLUMBING ENGINEER DESIGN-BUILD 320.656.0847 jglatzmaier@j-berd.com 1 INDUSTRIAL BLVD SAUK RAPIDS, MN 56379 J-BERD MECHANICAL JOSEF GLATZMAIER NAME: CONTACT: ADDRESS: PHONE No.: EMAIL: ELECTRICAL ENGINEER DESIGN-BUILD 320.656.0847 ken@berdelectric.com dkilness@berdelectric.com 1 INDUSTRIAL BLVD SAUK RAPIDS, MN 56379 BERD ELECTRIC KEN EGGERT DUSTIN KILNESS NAME: CONTACT: ADDRESS: PHONE No.: EMAIL: MECHANICAL ENGINEER DESIGN-BUILD 320.656.0847 jrachey@j-berd.com mhines@j-berd.com 1 INDUSTRIAL BLVD SAUK RAPIDS, MN 56379 J-BERD MECHANICAL JAMES RACHEY MICHAEL HINES GENERAL NOTES 1. 2. DO NOT SCALE DRAWINGS. SUBCONTRACTORS SHALL VISIT THE JOB SITE AND SHALL REVIEW THE CONTRACT DOCUMENTS TO FAMILIARIZE THEMSELVES WITH THE REQUIREMENTS AND INTENT OF THE SCOPE OF THE WORK PRIOR COMMENCEMENT OF WORK. DISCREPANCIES SHALL BE REPORTED TO GENERAL CONTRACTOR FOR CLARIFICATION. N NAME # # # AXXX # AXXX 4 1 AXXX 3 # AXXX - - - - SYMBOL INDEX SECTION NUMBER SECTION CUT CUT LINE ELEVATION CALLOUT SHEET NUMBER CUT LINE DETAIL NUMBER SHEET NUMBER SECTION DETAIL CALLOUT DETAIL NUMBER PRIMARY SHEET NUMBER DETAIL CALLOUT AREA DETAIL CALLOUT SECONDARY REVISION CLOUD (top of parapet, sill, etc.) DOOR TAG NORTH ARROW KEYNOTE TAG ROOM TAG INTERIOR TAGS WINDOW TAG # MATERIAL TAG WDW # KEYKEY/ xxxxxx JOINT LINE FLOOR TRANSITION TAG FLOOR MAT x' - x"CRPADCARD READER DOOR OPERATOR INTERIOR FIXTURE TAGXX1 XX1INTERIOR FINISH MATERIAL TAG ELEVATION NUMBER SHEET NUMBER SPOT ELEVATION REVISION TAG REVISION CLOUD POLAR INDICATOR DOOR NUMBER WINDOW TYPE KEYNOTE NUMBER MATERIAL DESIGNATION ACCESS CONTROL SYMBOLS HEIGHT ABOVE AFF ROOM NUMBER ROOM NAME ROOM AREA# SITE LAKE ELMO, MN VICINITY MAP JULIA AVE NJULIA AVE N5TH ST N 5 T H S T N HUDSON BLVDHUDSON BLVD 9494KEATS AVE NKEATS AVE NHUDSON RDHUDSON RD © URBANWORKS ARCHITECTURE LLC, 2024901 NORTH THIRD STREET, SUITE 145, MINNEAPOLIS, MN 55401CONSULTANT PRELIMINARY REVISIONS DATE PROJECT # PHASE DRAWN BY CHECKED BY NOT FOR CONSTRUCTION PUD APPLICATION 8/7/2024 8/7/2024 11:43:39 AMC:\!Revit Project Files\24-0010 A22 Central_agrynol.rvt140 JULIA AVE NLAKE ELMO, MN 5504208/07/2024 24-0010 PUD AG/DPSL TITLE SHEET G001Roers - Lake Elmo MultifamilyLEVEL 445594 SF LEVEL 345594 SF LEVEL 245594 SF LEVEL 1 T/PRECAST49269 SF SUBLEVEL 146036 SF GRAND TOTAL232089 SF STALL TYPE SUBLEVEL SURFACE TOTAL Compact Parking Stall 38 0 38 Double HC Parking Stall 4 4 8 HC Single Parking Stall 1 2 3 Parallel Parking Stall 0 8 8 Standard Parking Stall 91 156 247 TOTAL 134 170 304 AREA SUMMARY UNIT SCHEDULE - BY LEVEL PARKING COUNT UNIT TYPE LEVEL 1 LEVEL 2 LEVEL 3 LEVEL 4 UNIT TYPE TOTAL STUDIO 1 1 1 1 4 ALCOVE 6 10 10 10 36 ALCOVE - TYPE A 1 0 0 0 1 ONE BEDROOM 16 20 20 20 76 ONE BEDROOM + DEN 2 2 2 2 8 ONE BEDROOM - TYPE A 2 0 0 0 2 TWO BEDROOM 13 15 15 15 58 TWO BEDROOM - TYPE A 1 0 0 0 1 THREE BEDROOM 1 1 1 1 4 GRAND TOTAL 43 49 49 49 190 (300 STALLS REQUIRED) BIKE PARKING COUNT SUBLEVEL BIKE PARKING TYPE PARKABLE BIKES ULTRA SPACE SAVER WALL MOUNTED 9 ULTRA SPACE SAVER WALL MOUNTED 13 TOTAL 22 (4 TYPE 'A' UNITS REQUIRED) ON SITE BIKE PARKING TYPE PARKABLE BIKES IN-GROUND MOUNT ARC 8 TOTAL UNITS: 4 8 Lake Elmo Multifamily PUD Application | August 7, 2024 UNIT AREA SCHEDULE - BY TYPE UNIT TYPEUNIT NAME AVERAGE AREA UNIT TYPE TOTAL STUDIOST-B424 SF4 4 ALCOVEAL-B504 SF12 ALCOVEAL-C540 SF18 ALCOVEAL-C2533 SF3 ALCOVEAL-D535 SF3 36 ALCOVE - TYPE AAL-A538 SF1 1 ONE BEDROOM1BR-B657 SF64 ONE BEDROOM1BR-B1703 SF9 ONE BEDROOM1BR-C742 SF3 76 ONE BEDROOM + DEN1BR+D-B797 SF4 ONE BEDROOM + DEN1BR+D-C784 SF4 8 ONE BEDROOM - TYPE A1BR-A657 SF1 ONE BEDROOM - TYPE A1BR-A1703 SF1 2 TWO BEDROOM2BR-B922 SF16 TWO BEDROOM2BR-C923 SF8 TWO BEDROOM2BR-D1052 SF16 TWO BEDROOM2BR-E1012 SF3 TWO BEDROOM2BR-F886 SF4 TWO BEDROOM2BR-G945 SF4 TWO BEDROOM2BR-H880 SF3 TWO BEDROOM2BR-J899 SF4 58 TWO BEDROOM - TYPE A2BR-A932 SF1 1 THREE BEDROOM3BR-B1299 SF4 4 GRAND TOTAL190 STUDIO TOTAL: ALCOVE TOTAL: ALCOVE - TYPE A TOTAL: ONE BEDROOM TOTAL: ONE BEDROOM + DEN TOTAL: ONE BEDROOM - TYPE A TOTAL: TWO BEDROOM TOTAL: TWO BEDROOM - TYPE A TOTAL: THREE BEDROOM TOTAL: 1 141828 A J L L G 14 JULIA AVE NORTHHUDSON BLVD NORTH PROPERTY LINE TRANSFORMER PAD AND ENCLOSURE BIKE RACKS DROP-OFF LOADING ZONE AMENITY DECK PROPOSED BUILDING 4 STORY BUILDING GARAGE ENTRY BIKE RACKS TRANSFORMER PAD AND ENCLOSURE MONUMENT SIGNAGE CONCRETE PATIO AT UNITS CONCRETE PATIO AT UNITS CONCRETE PATIO AT UNITS FIRE PIT STAIR ACCESS BUILDING ENTRY & CANOPY STAIR ACCESS POOL MONUMENT SIGNAGE SHOWN FOR REFERENCE ONLY 1'-0"261'-0"61'-4"267'-0"62'-0" 20' MIN. 20'-0 3/4"100'-0" 652'-4"139'-4"26'-8"166'-0"WALK UP PATIO AT JULIA AVE UNITS PIPELINE EASEMENT DRAINAGE AND UTILITY EASEMENT SOUTH BUILDING ENTRY EASEMENT; REFER TO CIVIL PROPERTY LINE1'-0"60'-0"1'-0"62'-0"CONCRETE PATIO AT UNITS MOVE-IN ENTRY 20' SETBACK LINE APPROXIMATE PROPERTY LINES OF ADJACENT DEVELOPMENT; FOR REFERENCE ONLY CONCRETE PATIO AT UNITS AREA WELLS A901 1Sim A901 1 Sim1:161:81:201:1 0 1:5 1:131:201:16 DOG RUN 20' MIN. 20'-5 1/2"20' MIN.23'-0 1/2"20' MIN.20'-0"GENERAL NOTES: 1. 2. 3. SITE LINEWORK SHOWN FOR REFERENCE ONLY; REFER TO CIVIL FOR MORE INFORMATION LANDSCAPE SHOWN FOR REFERENCE ONLY; REFER TO LANDSCAPE FOR ADDITIONAL INFORMATION DIMENSIONS AT EXTERIOR WALLS ARE TO OUTSIDE FACE OF SHEATHING © URBANWORKS ARCHITECTURE LLC, 2024901 NORTH THIRD STREET, SUITE 145, MINNEAPOLIS, MN 55401CONSULTANT PRELIMINARY REVISIONS DATE PROJECT # PHASE DRAWN BY CHECKED BY NOT FOR CONSTRUCTION PUD APPLICATION 8/7/2024 8/7/2024 11:42:48 AMC:\!Revit Project Files\24-0010 A22 Central_agrynol.rvt140 JULIA AVE NLAKE ELMO, MN 5504208/07/2024 24-0010 PUD AG ARCHITECTURAL SITE PLAN AL101Roers - Lake Elmo Multifamily 1" = 30'-0"AL101 ARCHITECTURAL SITE PLANARCHITECTURAL SITE PLAN1 N 0'5'15'30' GENERAL NOTES: 1.REFER TO SPECIFICATION FOR DETAILED EXTERIOR MATERIAL INFORMATION KEYNOTES: LEVEL 2 1032' - 4 7/8" T.O.PARAPET 1066' - 4 1/2" SUBLEVEL 1 1011' - 0" LEVEL 3 1042' - 10 3/4" LEVEL 4 1053' - 4 5/8" ROOF BEARING 1062' - 10 1/2" 15161819202122232425262728 1417 3'-6"9'-5 7/8"10'-5 7/8"10'-5 7/8"10'-4 7/8"E10E24 E19 E17 E16 E08 E13E13E24E24 E08 E06 E12 E06E07E08E08 E06 E08 E07 E13 E24E16E13E16E24E07 E13E12 AVG. GRADE 1019' - 10 13/16"46'-5 3/4" BUILDING HEIGHTE24E24 E22 E22 E22E22 1D1G1D1G2D1G1G1G1G1G1G2D 1G 1G1G 2D 1G 1D 1G 1H 1G1G1G LEVEL 1 FFE 1022' - 0"11'-0"1D1D 1G 1D 1D 1D 1G 1D1G1D E16 E41E39 E39 E41 3A 2B 3A 3A 2B T/SHEATHING 1064' - 3 1/4" E40 E08 LEVEL 2 1032' - 4 7/8" T.O.PARAPET 1066' - 4 1/2" SUBLEVEL 1 1011' - 0" LEVEL 3 1042' - 10 3/4" LEVEL 4 1053' - 4 5/8" ROOF BEARING 1062' - 10 1/2" 1465789101112131432 3'-6"9'-5 7/8"10'-5 7/8"10'-5 7/8"10'-4 7/8"E10E06E08E07E08 E08 E08 E06E13E13E13 E13 E13 E13 E13E24 E24 AVG. GRADE 1019' - 10 13/16"46'-5 3/4" BUILDING HEIGHT2D1G1D1G1D 1G 1D1G 2D 1D 1D 1D 1G 1G1G1G1G1G1G1G1G1G1G1G1G1G1G1G1G LEVEL 1 FFE 1022' - 0"11'-0"11'-0"E38 E40E38E40 E16 E16E16E16 T/SHEATHING 1064' - 3 1/4" E22 E22 A901 5 KEYPLAN 21 3 LEVEL 2 1032' - 4 7/8" T.O.PARAPET 1066' - 4 1/2" SUBLEVEL 1 1011' - 0" LEVEL 3 1042' - 10 3/4" LEVEL 4 1053' - 4 5/8" ROOF BEARING 1062' - 10 1/2" 1213 LEVEL 1 FFE 1022' - 0" 1D1G1G1G1D 1B1E1E1E1B E10E13 3'-6"9'-5 7/8"10'-5 7/8"10'-5 7/8"10'-4 7/8"11'-0"ENCLOSED BUILDING SPACE 1G1G 1C 1E E06 T/SHEATHING 1064' - 3 1/4"© URBANWORKS ARCHITECTURE LLC, 2024901 NORTH THIRD STREET, SUITE 145, MINNEAPOLIS, MN 55401CONSULTANT PRELIMINARY REVISIONS DATE PROJECT # PHASE DRAWN BY CHECKED BY NOT FOR CONSTRUCTION PUD APPLICATION 8/7/2024 8/7/2024 11:42:02 AMC:\!Revit Project Files\24-0010 A22 Central_agrynol.rvt140 JULIA AVE NLAKE ELMO, MN 5504208/07/2024 24-0010 PUD AG BUILDING ELEVATIONS A301Roers - Lake Elmo Multifamily 3/32" = 1'-0"A301 SOUTH ELEVATION - WEST WINGSOUTH ELEVATION - WEST WING1 3/32" = 1'-0"A301 SOUTH ELEVATION - EAST WINGSOUTH ELEVATION - EAST WING2 3/32" = 1'-0"A301 SOUTH ELEVATION OVER LOBBYSOUTH ELEVATION OVER LOBBY3 E01 ARCHITECTURAL ASPHALT SHINGLE ROOF; VERIFY COLOR W/ ARCHITECT E02 ROOF RIDGE VENT @ ASHPALT SHINGLE ROOF E06 FIBER CEMENT LAP SIDING, 4" EXPOSURE; COLOR - WHITE E07 FIBER CEMENT LAP SIDING, 8" EXPOSURE; COLOR - BLUE E08 WOODTONE 'RUSTIC SERIES' FIBER CEMENT LAP SIDING, 6" EXPOSURE E09 FIBER CEMENT 'BOARD & BATTEN' VERTICAL SIDING; 6" O.C.; WHITE E10 FIBER CEMENT 'BOARD & BATTEN' VERTICAL SIDING; 6" O.C.; BLACK E12 BURNISHED CMU; VERIFY COLOR w/ ARCHITECT E13 MAGIC PAK LOUVER - CUSTOM COLOR TO MATCH ADJACENT SURFACE E16 PATIO DOOR; COLOR - BLACK E17 THERMALLY-BROKEN ALUMINUM STOREFRONT SYSTEM E19 INSULATED HOLLOW METAL DOOR; COLOR - BLACK E22 INSET BALCONY & PREFINISHED ALUMINUM RAILING; COLOR - BLACK E24 PREFINISHED ALUMINUM BALCONY & RAILING; COLOR - BLACK E25 PREFINISHED ALUMINUM CANOPY SUSPENDED FROM WALL E32 PREFINISHED INSULATED SEGMENTAL OVERHEAD GARAGE DOOR E36 PREFINISHED METAL FASCIA; COLOR - BLACK E37 PREFINISHED METAL FASCIA; COLOR - WHITE E38 PREFINISHED METAL DOWNSPOUT; COLOR - BLACK E39 PREFINISHED METAL DOWNSPOUT; COLOR - WHITE E40 PREFINISHED METAL GUTTER; COLOR - BLACK E41 PREFINISHED METAL GUTTER; COLOR, WHITE E42 RETURN 6" O.C. BOARD-AND-BATTEN FINISH AROUND CORNER (NOT SHOWN); REFER TO SHEET A122 LEVEL 2 1032' - 4 7/8" T.O.PARAPET 1066' - 4 1/2" SUBLEVEL 1 1011' - 0" LEVEL 3 1042' - 10 3/4" LEVEL 4 1053' - 4 5/8" ROOF BEARING 1062' - 10 1/2" 1 432 E08E06E13E24 AVG. GRADE 1019' - 10 13/16"10'-4 7/8"10'-5 7/8"10'-5 7/8"9'-5 7/8"3'-6"46'-5 3/4" BUILDING HEIGHT1G 1G 2D 2D 1G 1G 2D LEVEL 1 FFE 1022' - 0" T/SHEATHING 1064' - 3 1/4"11'-0"LEVEL 2 1032' - 4 7/8" T.O.PARAPET 1066' - 4 1/2" SUBLEVEL 1 1011' - 0" LEVEL 3 1042' - 10 3/4" LEVEL 4 1053' - 4 5/8" ROOF BEARING 1062' - 10 1/2" 46578910 11 12 13 15 16 181417 STEEL-FRAMED CANOPY; REFER TO A201 E08E07E08E07E08E06 E10 E10 E07 E08E24E24E13 E13 E13E08 AVG. GRADE 1019' - 10 13/16"10'-4 7/8"10'-5 7/8"10'-5 7/8"9'-5 7/8"3'-6"46'-5 3/4" BUILDING HEIGHTE24 1G2D1G1D1D2E1G1D1G1D2E1G1G1D2E2D1D1G1G 1G 1G 1G 1G 1G 1G 1G 1G 1D1G 1G 1D 1D 1G 1G LEVEL 1 FFE 1022' - 0" PREFINISHED METAL DOWNSPOUTS & GUTTERS, BLACK E16 E16E16 E16 E16 E40E38E38 1D E13E13 E13 E13 T/SHEATHING 1064' - 3 1/4" E22E22 11'-0"1G LEVEL 2 1032' - 4 7/8" T.O.PARAPET 1066' - 4 1/2" SUBLEVEL 1 1011' - 0" LEVEL 3 1042' - 10 3/4" LEVEL 4 1053' - 4 5/8" ROOF BEARING 1062' - 10 1/2" 1819202122 23 24 25 26 27 28 E08 E16E24 E07E24 E13 AVG. GRADE 1019' - 10 13/16"46'-5 3/4" BUILDING HEIGHT10'-5 7/8"10'-5 7/8"9'-5 7/8"3'-6"1D1G2D1G1G2D 1G 1G 1D 1G 1D 1H 2D 1G 1D 1G 1G 1G 1F 1G 1D1G LEVEL 1 FFE 1022' - 0"11'-0"10'-4 7/8"1G E16E06E08E08 E16 E13E13 E13E16 E24 1D1D1G1D 1D E19 E08 T/SHEATHING 1064' - 3 1/4" E39E41E41E39 E22E22 GENERAL NOTES: 1.REFER TO SPECIFICATION FOR DETAILED EXTERIOR MATERIAL INFORMATION KEYPLAN 21 3 KEYNOTES:© URBANWORKS ARCHITECTURE LLC, 2024901 NORTH THIRD STREET, SUITE 145, MINNEAPOLIS, MN 55401CONSULTANT PRELIMINARY REVISIONS DATE PROJECT # PHASE DRAWN BY CHECKED BY NOT FOR CONSTRUCTION PUD APPLICATION 8/7/2024 8/7/2024 11:42:12 AMC:\!Revit Project Files\24-0010 A22 Central_agrynol.rvt140 JULIA AVE NLAKE ELMO, MN 5504208/07/2024 24-0010 PUD AG BUILDING ELEVATIONS A302Roers - Lake Elmo Multifamily 3/32" = 1'-0"A302 NORTH ELEVATION - EAST WING 2NORTH ELEVATION - EAST WING 23 3/32" = 1'-0"A302 NORTH ELEVATION - EAST WING 1NORTH ELEVATION - EAST WING 12 3/32" = 1'-0"A302 NORTH ELEVATION - WEST WINGNORTH ELEVATION - WEST WING1 E01 ARCHITECTURAL ASPHALT SHINGLE ROOF; VERIFY COLOR W/ ARCHITECT E02 ROOF RIDGE VENT @ ASHPALT SHINGLE ROOF E06 FIBER CEMENT LAP SIDING, 4" EXPOSURE; COLOR - WHITE E07 FIBER CEMENT LAP SIDING, 8" EXPOSURE; COLOR - BLUE E08 WOODTONE 'RUSTIC SERIES' FIBER CEMENT LAP SIDING, 6" EXPOSURE E09 FIBER CEMENT 'BOARD & BATTEN' VERTICAL SIDING; 6" O.C.; WHITE E10 FIBER CEMENT 'BOARD & BATTEN' VERTICAL SIDING; 6" O.C.; BLACK E12 BURNISHED CMU; VERIFY COLOR w/ ARCHITECT E13 MAGIC PAK LOUVER - CUSTOM COLOR TO MATCH ADJACENT SURFACE E16 PATIO DOOR; COLOR - BLACK E17 THERMALLY-BROKEN ALUMINUM STOREFRONT SYSTEM E19 INSULATED HOLLOW METAL DOOR; COLOR - BLACK E22 INSET BALCONY & PREFINISHED ALUMINUM RAILING; COLOR - BLACK E24 PREFINISHED ALUMINUM BALCONY & RAILING; COLOR - BLACK E25 PREFINISHED ALUMINUM CANOPY SUSPENDED FROM WALL E32 PREFINISHED INSULATED SEGMENTAL OVERHEAD GARAGE DOOR E36 PREFINISHED METAL FASCIA; COLOR - BLACK E37 PREFINISHED METAL FASCIA; COLOR - WHITE E38 PREFINISHED METAL DOWNSPOUT; COLOR - BLACK E39 PREFINISHED METAL DOWNSPOUT; COLOR - WHITE E40 PREFINISHED METAL GUTTER; COLOR - BLACK E41 PREFINISHED METAL GUTTER; COLOR, WHITE E42 RETURN 6" O.C. BOARD-AND-BATTEN FINISH AROUND CORNER (NOT SHOWN); REFER TO SHEET A122 LEVEL 2 1032' - 4 7/8" T.O.PARAPET 1066' - 4 1/2" SUBLEVEL 1 1011' - 0" LEVEL 3 1042' - 10 3/4" LEVEL 4 1053' - 4 5/8" ROOF BEARING 1062' - 10 1/2" ABC D F H J LEG BEYONDBEYOND BEYOND K E10E13 E13E06 E19E32E12 AVG. GRADE 1019' - 10 13/16"3'-6"9'-5 7/8"10'-5 7/8"10'-5 7/8"10'-4 7/8"46'-5 3/4" BUILDING HEIGHT1G1G2D2D1G1G LEVEL 1 FFE 1022' - 0" T/SHEATHING 1064' - 3 1/4" LEVEL 2 1032' - 4 7/8" T.O.PARAPET 1066' - 4 1/2" SUBLEVEL 1 1011' - 0" LEVEL 3 1042' - 10 3/4" LEVEL 4 1053' - 4 5/8" ROOF BEARING 1062' - 10 1/2" ABCDFHJLEG BEYOND K E10 E13E13 E13 E16E08 E06 E24 E36 E06 AVG. GRADE 1019' - 10 13/16" E22 3'-6"9'-5 7/8"10'-5 7/8"10'-5 7/8"10'-4 7/8"46'-5 3/4" BUILDING HEIGHT1G2D1G1G1G1D1G1G1D1G LEVEL 1 FFE 1022' - 0" 1D E16 1G E39E40E25 E25 T/SHEATHING 1064' - 3 1/4" E22 E36 E39 E40E42 LEVEL 2 1032' - 4 7/8" LEVEL 3 1042' - 10 3/4" ALUMINUM PERGOLA STRUCTURE w/ WOOD-LOOK SLATS; REFER TO A201 E02 E09 E10 E37 C4C5 172C2B1C3A LEVEL 1 FFE 1022' - 0" E01 E42 LEVEL 2 1032' - 4 7/8" LEVEL 3 1042' - 10 3/4" 1'-11 1/8" 9'-6" 3'-11 1/4"3'-11 1/4" 9'-6" 1'-10 3/4" 9'-0" E17E17E17E08E36E10E36E36 C1C3C2 LEVEL 1 FFE 1022' - 0" LEVEL 2 1032' - 4 7/8" T.O.PARAPET 1066' - 4 1/2" SUBLEVEL 1 1011' - 0" LEVEL 3 1042' - 10 3/4" LEVEL 4 1053' - 4 5/8" ROOF BEARING 1062' - 10 1/2" FEG E06E13 AVG. GRADE 1019' - 10 13/16"3'-6"9'-5 7/8"10'-5 7/8"10'-5 7/8"10'-4 7/8"46'-5 3/4" BUILDING HEIGHT1G1G1G LEVEL 1 FFE 1022' - 0" T/SHEATHING 1064' - 3 1/4"11'-0"LEVEL 2 1032' - 4 7/8" T.O.PARAPET 1066' - 4 1/2" SUBLEVEL 1 1011' - 0" LEVEL 3 1042' - 10 3/4" LEVEL 4 1053' - 4 5/8" ROOF BEARING 1062' - 10 1/2" ABCDE E24E24E07E06E13 AVG. GRADE 1019' - 10 13/16"3'-6"9'-5 7/8"10'-5 7/8"10'-5 7/8"10'-4 7/8"46'-5 3/4" BUILDING HEIGHT1D1G1G1G1G LEVEL 1 FFE 1022' - 0" 1D E16 1F T/SHEATHING 1064' - 3 1/4" GENERAL NOTES: 1.REFER TO SPECIFICATION FOR DETAILED EXTERIOR MATERIAL INFORMATION LEVEL 2 1032' - 4 7/8" LEVEL 3 1042' - 10 3/4" E02 E37E09 C4 C5 1C 2B 3A 2B LEVEL 1 FFE 1022' - 0" E39E41E39 E36 5'-9 1/8"10'-5 7/8"10'-4 7/8"E01 E42 KEYPLAN 361 2574KEYNOTES:© URBANWORKS ARCHITECTURE LLC, 2024901 NORTH THIRD STREET, SUITE 145, MINNEAPOLIS, MN 55401CONSULTANT PRELIMINARY REVISIONS DATE PROJECT # PHASE DRAWN BY CHECKED BY NOT FOR CONSTRUCTION PUD APPLICATION 8/7/2024 8/7/2024 11:42:25 AMC:\!Revit Project Files\24-0010 A22 Central_agrynol.rvt140 JULIA AVE NLAKE ELMO, MN 5504208/07/2024 24-0010 PUD AG BUILDING ELEVATIONS A303Roers - Lake Elmo Multifamily 3/32" = 1'-0"A303 WEST ELEVATIONWEST ELEVATION1 3/32" = 1'-0"A303 EAST ELEVATIONEAST ELEVATION3 3/32" = 1'-0"A303 WEST ELEVATION - CLUBHOUSEWEST ELEVATION - CLUBHOUSE7 3/32" = 1'-0"A303 SOUTH ELEVATION - CLUBHOUSESOUTH ELEVATION - CLUBHOUSE6 3/32" = 1'-0"A303 WEST ELEVATION1WEST ELEVATION14 3/32" = 1'-0"A303 WEST ELEVATION2WEST ELEVATION22 3/32" = 1'-0"A303 EAST ELEVATION - CLUBHOUSEEAST ELEVATION - CLUBHOUSE5 E01 ARCHITECTURAL ASPHALT SHINGLE ROOF; VERIFY COLOR W/ ARCHITECT E02 ROOF RIDGE VENT @ ASHPALT SHINGLE ROOF E06 FIBER CEMENT LAP SIDING, 4" EXPOSURE; COLOR - WHITE E07 FIBER CEMENT LAP SIDING, 8" EXPOSURE; COLOR - BLUE E08 WOODTONE 'RUSTIC SERIES' FIBER CEMENT LAP SIDING, 6" EXPOSURE E09 FIBER CEMENT 'BOARD & BATTEN' VERTICAL SIDING; 6" O.C.; WHITE E10 FIBER CEMENT 'BOARD & BATTEN' VERTICAL SIDING; 6" O.C.; BLACK E12 BURNISHED CMU; VERIFY COLOR w/ ARCHITECT E13 MAGIC PAK LOUVER - CUSTOM COLOR TO MATCH ADJACENT SURFACE E16 PATIO DOOR; COLOR - BLACK E17 THERMALLY-BROKEN ALUMINUM STOREFRONT SYSTEM E19 INSULATED HOLLOW METAL DOOR; COLOR - BLACK E22 INSET BALCONY & PREFINISHED ALUMINUM RAILING; COLOR - BLACK E24 PREFINISHED ALUMINUM BALCONY & RAILING; COLOR - BLACK E25 PREFINISHED ALUMINUM CANOPY SUSPENDED FROM WALL E32 PREFINISHED INSULATED SEGMENTAL OVERHEAD GARAGE DOOR E36 PREFINISHED METAL FASCIA; COLOR - BLACK E37 PREFINISHED METAL FASCIA; COLOR - WHITE E38 PREFINISHED METAL DOWNSPOUT; COLOR - BLACK E39 PREFINISHED METAL DOWNSPOUT; COLOR - WHITE E40 PREFINISHED METAL GUTTER; COLOR - BLACK E41 PREFINISHED METAL GUTTER; COLOR, WHITE E42 RETURN 6" O.C. BOARD-AND-BATTEN FINISH AROUND CORNER (NOT SHOWN); REFER TO SHEET A122 © URBANWORKS ARCHITECTURE LLC, 2024901 NORTH THIRD STREET, SUITE 145, MINNEAPOLIS, MN 55401CONSULTANT PRELIMINARY REVISIONS DATE PROJECT # PHASE DRAWN BY CHECKED BY NOT FOR CONSTRUCTION PUD APPLICATION 8/7/2024 8/7/2024 11:42:44 AMC:\!Revit Project Files\24-0010 A22 Central_agrynol.rvt140 JULIA AVE NLAKE ELMO, MN 5504208/07/2024 24-0010 PUD AG BUILDING AXONOMETRIC VIEW A351Roers - Lake Elmo MultifamilyA351 NORTHEAST AXONNORTHEAST AXON3 A351 NORTHWEST AXONNORTHWEST AXON4 A351 SOUTHEAST AXONSOUTHEAST AXON1 A351 SOUTHWEST AXONSOUTHWEST AXON2 NOTE: FOR REFERENCE ONLY 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APPLICATION 8-7-24 DEVELOPER/OWNER ROERS COMPANIES TWO CARLSON PKWY SUITE 400 PLYMOUTH, MN 55447 TEL 406-579-7590 EDDIE@ROERSCOMPANIES.COM CONTACT: EDDIE STARZ ARCHITECT URBANWORKS ARCHITECTURE, LLC. 901 NORTH THIRD STREET, SUITE 145 MINNEAPOLIS, MN 55401 612-455-3106 DHAALAND@URBAN-WORKS.COM DAVID HAALAND CIVIL ENGINEER SAMBATEK 12800 WHITEWATER DRIVE, SUITE 300 MINNETONKA, MN 55343 TEL 763-476-6010 JBAILEY@SAMBATEK.COM CONTACT: JOSEPH BAILEY LANDSCAPE ARCHITECT SAMBATEK 12800 WHITEWATER DRIVE, SUITE 300 MINNETONKA, MN 55343 TEL 763-476-6010 JWORKMAN@SAMBATEK.COM CONTACT: JOHNNIE WORKMAN SURVEYOR SAMBATEK 12800 WHITEWATER DRIVE, SUITE 300 MINNETONKA, MN 55343 TEL 763-476-6010 JWITTSTOCK@SAMBATEK.COM CONTACT: MARK SALO BM NO. 1 TNH EAST SIDE OF SITE ELEV.=1019.85 BM NO. 2 TNH WEST SIDE OF SITE ELEV.=1000.13for PERMIT DOCUMENTS ROERS LAKE ELMO MULTIFAMILY ROERS COMPANIES Lake Elmo, Minnesota Presented by: NO SCALE VICINITY MAP SITE CONSULTANT CONTACT LIST: BENCHMARKS N.T.S. CITY OF LAKE ELMO ENGINEERING DESIGN AND CONSTRUCTION STANDARDS MANUAL (JANUARY 2022) 494 NO DATE BY CKD APPR SHEET OF Date License # Print Name: I hereby certify that this plan, specification, or report 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. DRAWN BY DESIGNED BY CHECKED BY PROJECT NO. PRELIMINARY DESIGN REVIEW PERMIT SUBMITTAL CONSTRUCTION DOCUMENTS REV. COMMENT Engineering | Surveying | Planning | Environmental 24.1S (LMS TECH) | JOSEPH BAILEY | 8/1/2024 12:02:49 PML:\PROJECTS\53062\CAD\CIVIL\SHEETS\53062-C1-TITLE C1.01.DWG:C1.01 TITLE SHEETROERS LAKE ELMO, LLC LAKE ELMO APARTMENTS LAKE ELMO, MN 75 53062 12/02/2021 04/18/2022 09/13/2024 EAB TLL JDB JOSEPH D. BAILEY 04/27/2023 58645 09/13/2024 TTP MCA JDB PERMIT SET 08/07/2024 TTP MCA JDB PUD SUBMITTAL TITLE SHEET C1.01 1 694 94 THE SUBSURFACE UTILITY INFORMATION SHOWN ON THESE PLANS IS A UTILITY QUALITY LEVEL D. THIS QUALITY LEVEL WAS DETERMINED ACCORDING TO THE GUIDELINES OF ASCE/CI 38-02, TITLED "STANDARD GUIDELINES FOR THE COLLECTION AND DEPICTION OF EXISTING SUBSURFACE UTILITY DATA." THE CONTRACTOR AND/OR SUBCONTRACTORS SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, BY CONTACTING THE NOTIFICATION CENTER (GOPHER STATE ONE FOR MINNESOTA). THE CONTRACTOR AND/OR SUBCONTRACTOR AGREE TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES, WHICH MIGHT BE OCCASIONED BY HIS OR HER FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES (UNDERGROUND AND OVERHEAD). IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. PROJECT MANUAL ALL CONSTRUCTION PARKING AND STAGING, INCLUDING THE LOADING AND UNLOADING OF EQUIPMENT AND SUPPLIES, AND INCLUDING STORAGE OF MATERISL, DURING THE CONSTRUCTION OF THE SUBDIVISION IMPROVEMENTS MUST BE COMPLETED INTERIOR TO THE PROJECT SITE AND IS NOT ALLOWED TO OCCUR ON A PUBLIC STREET OR WITHIN ANY PUBLIC RIGHT-OF-WAY, INCLUDING, BUT NOT LIMITED TO HUDSON BOULEVARD AND JULIA AVENUE. THE DEVELOPER AND CONTRACTORS SHALL BE RESPONSIBLE FOR THE REPAIR AND RESTORATION OF ANY DAMAGE TO THE STREET, CURB, TRAIL, SIDEWALK, AND BOULEVARD CAUSED BY THE CONSTRUCTION ACTIVITIES. SUCH CORRECTIVE WORK SHALL MEET ALL CITY STANDARDS AND SPECIFICATIONS AND BE COMPLETED UNDER CITY INSPECTION. SHEET INDEX SHEET DESCRIPTION C1.01 TITLE SHEET C2.01 EXISTING CONDITIONS C2.02 DEMOLITION PLAN C3.01 SITE PLAN C3.02 FIRE TRUCK TURNING EXHIBIT C4.01 GRADING PLAN C4.02 GRADING NOTES C5.01 PHASE ONE EROSION CONTROL C5.02 PHASE TWO EROSION CONTROL C5.03 EROSION CONTROL NOTES AND DETAILS C6.01 UTILITY PLAN C9.01 DETAILS C9.02 DETAILS C9.03 DETAILS C1.01 TITLE SHEET C2.01 EXISTING CONDITIONS C2.02 DEMOLITION PLAN C3.01 SITE PLAN C3.02 SITE PLAN PHASING C3.03 GRADING PHASING PLAN C3.04 UTILITY PLAN PHASING C4.01 OVERALL GRADING PLAN C4.02 GRADING PLAN - NORTHWEST C4.03 GRADING PLAN - NORTHEAST C4.04 GRADING PLAN - WEST C4.05 GRADING PLAN - EAST C4.06 GRADING PLAN - SOUTHWEST C4.07 GRADING PLAN - SOUTHEAST C4.08 NORTH POND GRADING ENLARGEMENTS C4.09 ADA GRADING ENLARGEMENTS C4.10 JULIA AVENUE SECTION VIEW C4.11 GRADING NOTES C5.01 PHASE 1 EROSION CONTROL C5.02 PHASE 2 EROSION CONTROL C5.03 EROSION CONTROL NOTES AND DETAILS C5.04 EROSION CONTROL NOTES C5.05 SWPPP C5.06 SWPPP C6.01 OVERALL UTILITY PLAN C6.02 UTILITY PLAN - NORTH C6.03 UTILITY PLAN - SOUTH C6.04 UTILITY PLAN INSETS C6.05 UTILITY NOTES C6.06 UTILITY PROFILE C6.07 UTILITY PROFILE C7.00 HUDSON BLVD EXISTING CONDITIONS C7.01 HUDSON BLVD REMOVAL PLAN C7.02 GENERAL SITE PLAN C7.03 HUDSON BLVD GRADING PLAN C7.04 HUDSON BLVD STREET PLAN AND PROFILE C7.05 HUDSON BLVD STREET PLAN AND PROFILE C7.06 HUDSON BLVD PEDESTRIAN RAMP DETAILS C7.07 HUDSON BLVD TYPICAL SECTION AND TRANSITION PLAN C7.08 HUDSON BLVD CROSS SECTIONS C7.09 HUDSON BLVD CROSS SECTIONS C7.10 HUDSON BLVD CROSS SECTIONS C7.11 HUDSON BLVD CROSS SECTIONS C7.12 HUDSON BLVD CROSS SECTIONS C7.13 HUDSON BLVD CROSS SECTIONS C7.14 HUDSON BLVD CROSS SECTIONS C7.15 HUDSON BLVD CROSS SECTIONS C7.16 HUDSON BLVD CROSS SECTIONS C7.17 HUDSON BLVD CROSS SECTIONS C7.18 HUDSON BLVD STRIPING PLAN C7.19 HUDSON BLVD SIGN AND STRIPING DETAILS C7.20 HUDSON BLVD EROSION CONTROL PLAN C7.21 HUDSON BLVD EROSION CONTROL NOTES C7.22 PEDESTRIAN RAMP DETAILS C7.23 PEDESTRIAN RAMP DETAILS C8.01 HUDSON BLVD STORM SEWER PLAN AND PROFILE C8.02 HUDSON BLVD STORM SEWER DETAILS C8.03 HUDSON BLVD DETAILS C8.04 WEST DETENTION POND EXPANSION PLAN C9.01 DETAILS C9.02 DETAILS C9.03 DETAILS C9.04 DETAILS C9.05 DETAILS C9.06 DETAILS C9.07 DETAILS L0.01 TREE PRESERVATION L1.01 LANDSCAPE PLAN L1.02 SHRUB PLAN - NORTH L1.03 SHRUB PLAN - SOUTH L1.04 LANDSCAPE DETAILS AND NOTES L1.05 STANDARD CITY PLANTING DETAILS L1.06 LANDSCAPE PLAZA L1.07 IRRIGATION REUSE PLAN L1.08 IRRIGATION REUSE DETAILS HUDSON BOULEVARD N OUTLOT B JULIA AVE N4 T H S T R E E T N O R T H 52.1 200.252.1200.266.0 13.766.014.221.824.5 21.524.7 30.248.330.2 48.62501 2502 2503 2504 2505 2506 2507 2508 2509 2510 2511 2512 9971004 1005 100610071 0 0 8 1 0 0 9 101010111012101310141015101610191018102010211025103010211015101510131000 1014101410131012101110101009100810071006100510041003100210011000999998999999997995 102 0 1 0 2 5 EOF1001SCALE IN FEET 0 10050 NORTH NO DATE BY CKD APPR SHEET OF Date License # Print Name: DRAWN BY DESIGNED BY CHECKED BY I hereby certify that this plan, survey, or report was prepared by me or under my direct supervision and that I am a duly Licensed Land Surveyor under the laws of the State of Minnesota. PROJECT NO. PRELIMINARY DESIGN REVIEW PERMIT SUBMITTAL CONSTRUCTION DOCUMENTS REV. COMMENT Engineering | Surveying | Planning | Environmental 24.1S (LMS TECH) | JOSEPH BAILEY | 8/1/2024 11:47:13 AML:\PROJECTS\53062\CAD\CIVIL\SHEETS\53062-C2-EXCND C2.01.DWG:C2.01 EXISTING CONDITIONSROERS LAKE ELMO, LLC LAKE ELMO APARTMENTS LAKE ELMO, MN 75 53062 12/02/2021 04/18/2022 09/13/2024 MARK SALO 04/17/2023 43933 09/13/2024 TTP MCA JDB PERMIT SET 08/07/2024 TTP MCA JDB PUD SUBMITTAL EXISTING CONDITIONS C2.01 2 FOUND MONUMENT SET MONUMENT MARKED ELECTRIC METER LIGHT AIR CONDITIONER GUY ANCHOR HANDICAP STALL UTILITY POLE POST SIGN TELEPHONE PEDESTALUT ELECTRIC TRANSFORMER UG GAS METER OVERHEAD WIREOW CHAIN LINK FENCE IRON FENCE WIRE FENCE WOOD FENCE EASEMENT LINE SETBACK LINE BUILDING LINE BUILDING CANOPY BITUMINOUS SURFACE CONCRETE SURFACE LANDSCAPE SURFACE LEGEND STANDARD DUTY ASPHALT PAVING WATERMAIN SANITARY SEWER FLARED END SECTION STORM SEWER CONCRETE CURB RESTRICTED ACCESS PROPERTY SUMMARY 1.SUBJECT PROPERTIES ADDRESS IS 9450 HUDSON BLVD N, LAKE ELMO. ITS PROPERTY IDENTIFICATION NUMBER IS 34-029-21-34-0012. 2.THE GROSS AREA OF THE SUBJECT PROPERTY IS 14.143 ACRES OR 616,076 SQUARE FEET. 3.THE SUBJECT PROPERTY IS ZONED RURAL TRANSITIONAL (RT), PER ZONING MAP FOUND ON THE CITY OF LAKE ELMO WEBSITE. 4.THE BUILDING(S) AND EXTERIOR DIMENSIONS OF THE OUTSIDE WALL AT GROUND LEVEL ARE SHOWN ON THE SURVEY. IT MAY NOT BE THE FOUNDATION WALL. BENCHMARKS 1.THE VERTICAL DATUM IS BASED ON NAVD88. BENCHMARK #1 TNH EAST SIDE OF SITE ELEV.=1019.85 BENCHMARK #2 TNH WEST SIDE OF SITE ELEV.=1000.13 SURVEY NOTES 1.THE BEARING SYSTEM IS BASED ON THE WASHINGTON COUNTY COORDINATE SYSTEM, NAD83 (1986 ADJUST). WITH AN ASSUMED BEARING OF NORTH 89 DEGREES 53 MINUTES 57 SECONDS EAST FOR THE SOUTH LINE OF THE SW 1/4, SECTION 34, TOWHSHIP 29 N, RANGE 21 W. 2.FIELD WORK WAS COMPLETED ON 01/27/2022. 303 HUDSON BOULEVARD N OUTLOT B JULIA AVE N4 T H S T R E E T N O R T H 2501 2502 2503 2504 2505 2506 2507 2508 2509 2510 2511 2512 9971004 1005 10061018103010211015101510131000 1014101410131012101110101009100810071006100510041003100210011000999998999999997995 102 0 1 0 2 51010101510201025100710081009101110121013101410161017101810191021102210231024102610271028101010151020102010251025103010301033 9951000100510101015102099699799899910 0 1 1002100310041006100710081 0 0 9 101110121 0 1 3 101410161017101810191021102210 2 3 10171018 1015 1012101310141016 1000 1005 1010 1000 1005 1010 995 1000 995 1000 1005 1010 1010 1010 1012 10131016 101 4 1 0 1 5 1017 1018 1018 10 0 5 100 1 1002 10031004 1006 10 0 7 1008 1010101510201025 10081 0 0 9 1 0 1 1 101210131014101610171018101910211022 1023 102410081009102 0 1 0 2 0 1020101 8 10181 0 1 8 1 0 1 9 1019101 9 1020 1018 1019 102310161017101 6 1017 1018 10 1 9 10 2 0 1018101910 2 1 102210231024 1017101010151020102510071 0 0 8 1 0 0 9 1011101210131014101610171018101910211022102310241 0 2 4 1000 1005 101010011002100310041006100710081009 1011 1012 101310131014101410051010 101510041 0 0 6 10 0 7 1008100 9 1011 1012 1013 1014 1016 1017 10121013 10141015101610171018100099910011 0 0 2 10 0 3 REMOVE EXISTING CURB REMOVE EXISTING CURB REMOVE AND SALVAGE EXISTING HYDRANT - RETURN TO PUBLIC WORKS DIRECTOR SCALE IN FEET 0 10050 NORTH NO DATE BY CKD APPR SHEET OF Date License # Print Name: I hereby certify that this plan, specification, or report 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. DRAWN BY DESIGNED BY CHECKED BY PROJECT NO. PRELIMINARY DESIGN REVIEW PERMIT SUBMITTAL CONSTRUCTION DOCUMENTS REV. COMMENT Engineering | Surveying | Planning | Environmental 24.1S (LMS TECH) | JOSEPH BAILEY | 8/1/2024 11:47:24 AML:\PROJECTS\53062\CAD\CIVIL\SHEETS\53062-C2-DEMO C2.02.DWG:C2.02 DEMOLITION PLANROERS LAKE ELMO, LLC LAKE ELMO APARTMENTS LAKE ELMO, MN 75 53062 12/02/2021 04/18/2022 09/13/2024 EAB TLL JDB JOSEPH D. BAILEY 04/27/2023 58645 09/13/2024 TTP MCA JDB PERMIT SET 08/07/2024 TTP MCA JDB PUD SUBMITTAL DEMOLITION PLAN C2.02 3 LEGEND GAS METER HYDRANT LIGHT STORM SEWER DRAINTILE WATERMAIN SANITARY SEWER OVERHEAD ELECTRIC WIRE UNDERGROUND TELEPHONE FORCEMAIN (SAN.) UNDERGROUND CABLE TV UNDERGROUND ELECTRIC UNDERGROUND GAS LINE WIRE FENCE IRON FENCE WOOD FENCE CHAIN LINK FENCE STONE RETAINING WALL SPRINKLER HEADSH SPRINKLER VALVESV GUARDRAIL HANDRAIL TREE LINE GUARD POST SIGN CONCRETE CURB BUILDING LINE REMOVE UTILITY STRUCTURE REMOVE EXISTING CONCRETE CURB SAW CUT EXISTING BITUMINOUS PAVEMENT REMOVE EXISTING BITUMINOUS PAVEMENT REMOVE EXISTING CONCRETE PAVEMENT REMOVE EXISTING GRAVEL TRAIL REMOVE EXISTING LANDSCAPING REMOVE EXISTING BUILDING DEMO TREE REMOVE EXISTING (DEMO LG) REMOVE UTILITY STRUCTURE DEMO LIGHT REMOVE CHAIN LINK FENCE DEMOLITION NOTES THE SUBSURFACE UTILITY INFORMATION SHOWN ON THESE PLANS IS A UTILITY QUALITY LEVEL D. THIS QUALITY LEVEL WAS DETERMINED ACCORDING TO THE GUIDELINES OF ASCE/CI 38-02, TITLED "STANDARD GUIDELINES FOR THE COLLECTION AND DEPICTION OF EXISTING SUBSURFACE UTILITY DATA." THE CONTRACTOR AND/OR SUBCONTRACTORS SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, BY CONTACTING THE NOTIFICATION CENTER (GOPHER STATE ONE FOR MINNESOTA). THE CONTRACTOR AND/OR SUBCONTRACTOR AGREE TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES, WHICH MIGHT BE OCCASIONED BY HIS OR HER FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES (UNDERGROUND AND OVERHEAD). IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. 1.DEMOLITION NOTES ARE NOT COMPREHENSIVE. CONTRACTOR SHALL VISIT THE SITE PRIOR TO CONSTRUCTION TO OBTAIN A CLEAR UNDERSTANDING OF THE INTENDED SCOPE OF WORK. 2.THE DESIGN SHOWN IS BASED ON ENGINEER'S UNDERSTANDING OF EXISTING CONDITIONS. THE EXISTING CONDITIONS SHOWN ON THIS PLAN ARE BASED UPON ALTA AND TOPOGRAPHIC MAPPING PREPARED BY SAMBATEK DATED JANUARY 31, 2022. IF CONTRACTOR DOES NOT ACCEPT EXISTING TOPOGRAPHY AS SHOWN ON THE PLANS WITHOUT EXCEPTION, CONTRACTOR SHALL HAVE MADE, AT OWN EXPENSE, A TOPOGRAPHIC SURVEY BY A REGISTERED LAND SURVEYOR AND SUBMIT IT TO THE OWNER FOR REVIEW. 3.THE CONTRACTOR IS RESPONSIBLE FOR DEMOLITION, REMOVAL, AND DISPOSING IN A LOCATION APPROVED BY ALL GOVERNING AUTHORITIES AND IN ACCORDANCE WITH APPLICABLE CODES, OF ALL STRUCTURES, PADS, WALLS, FLUMES, FOUNDATIONS, PARKING, DRIVES, DRAINAGE STRUCTURES, UTILITIES, ETC., SUCH THAT THE IMPROVEMENTS SHOWN ON THE PLANS CAN BE CONSTRUCTED. ALL FACILITIES TO BE REMOVED SHALL BE UNDERCUT TO SUITABLE MATERIAL AND BROUGHT TO GRADE WITH SUITABLE COMPACTED FILL MATERIAL PER THE GEOTECHNICAL REPORT AND/OR GEOTECHNICAL ENGINEER. 4.CLEARING AND GRUBBING: CONTRACTOR IS RESPONSIBLE FOR REMOVING ALL DEBRIS FROM THE SITE AND DISPOSING THE DEBRIS IN A LAWFUL MANNER. CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL PERMITS REQUIRED FOR DEMOLITION AND DISPOSAL. 5.CONTRACTOR IS RESPONSIBLE FOR THE DISCONNECTION OF UTILITY SERVICES TO EXISTING BUILDINGS PRIOR TO DEMOLITION OF THE BUILDINGS. 6.CONTRACTOR IS SPECIFICALLY CAUTIONED THAT LOCATIONS OF EXISTING UTILITIES SHOWN ON THIS PLAN HAVE BEEN DETERMINED FROM INFORMATION AVAILABLE. ENGINEER ASSUMES NO RESPONSIBILITY FOR THE UTILITY MAPPING ACCURACY. PRIOR TO START OF ANY DEMOLITION ACTIVITY, THE CONTRACTOR SHALL NOTIFY UTILITY COMPANIES 48 HOURS PRIOR TO ANY EXCAVATION FOR ON-SITE LOCATIONS OF EXISTING UTILITIES. THE LOCATIONS OF UTILITIES SHALL BE OBTAINED BY THE CONTRACTOR BY CALLING MINNESOTA GOPHER STATE ONE CALL AT 800-252-1166 OR 651-454-0002. 7.THE MAPPING LOCATION OF ALL EXISTING SEWERS, PIPING, AND UTILITIES SHOWN ARE NOT TO BE INTERPRETED AS THE EXACT LOCATION, OR AS THE ONLY OBSTACLES THAT MAY OCCUR ON THE SITE. VERIFY EXISTING CONDITIONS AND PROCEED WITH CAUTION AROUND ANY ANTICIPATED FEATURES. GIVE NOTICE TO ALL UTILITY COMPANIES REGARDING DESTRUCTION AND REMOVAL OF ALL SERVICE LINES AND CAP ALL LINES BEFORE PROCEEDING WITH WORK. UTILITIES DETERMINED TO BE ABANDONED SHALL BE REMOVED IF UNDER THE BUILDING INCLUDING 10' BEYOND FOUNDATIONS. 8.CONTRACTOR SHALL COORDINATE WITH RESPECTIVE UTILITY COMPANIES PRIOR TO REMOVAL AND/OR RELOCATION OF UTILITIES. CONTRACTOR SHALL COORDINATE WITH UTILITY COMPANIES CONCERNING PORTIONS OF WORK WHICH MAY BE PERFORMED BY THE UTILITY COMPANIES' FORCES AND ANY FEES WHICH ARE TO BE PAID TO UTILITY COMPANIES FOR SERVICES. CONTRACTOR IS RESPONSIBLE FOR PAYING ALL FEES AND CHARGES. 9.ELECTRICAL, TELEPHONE, CABLE, WATER, FIBER OPTIC CABLE AND/OR GAS LINES NEEDING TO BE REMOVED OR RELOCATED SHALL BE COORDINATED WITH THE AFFECTED UTILITY COMPANY. ADEQUATE TIME SHALL BE PROVIDED FOR RELOCATION AND CLOSE COORDINATION WITH THE UTILITY COMPANY IS NECESSARY TO PROVIDE A SMOOTH TRANSITION IN UTILITY SERVICE. CONTRACTOR SHALL PAY CLOSE ATTENTION TO EXISTING UTILITIES WITHIN THE ROAD RIGHT OF WAY DURING CONSTRUCTION. 10.CONTRACTOR MUST PROTECT THE PUBLIC AT ALL TIMES WITH FENCING, BARRICADES, ENCLOSURES, ETC., TO THE BEST PRACTICES. 11.CONTINUOUS ACCESS SHALL BE MAINTAINED FOR THE SURROUNDING PROPERTIES AT ALL TIMES DURING DEMOLITION OF THE EXISTING FACILITIES. 12.PRIOR TO DEMOLITION OCCURRING, ALL EROSION CONTROL DEVICES ARE TO BE INSTALLED AND APPROVED BY THE LOCAL AUTHORITY. 13.CONTRACTOR SHALL LIMIT SAW-CUT & PAVEMENT REMOVAL TO ONLY THOSE AREAS WHERE IT IS REQUIRED AS SHOWN ON THESE CONSTRUCTION PLANS BUT IF ANY DAMAGE IS INCURRED ON ANY OF THE SURROUNDING PAVEMENT, ETC. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ITS REMOVAL AND REPAIR. 14.CONTRACTOR TO PROTECT EXISTING FEATURES WHICH ARE TO REMAIN. DAMAGE TO ANY EXISTING CONDITIONS TO REMAIN WILL BE REPLACED AT CONTRACTOR'S EXPENSE. 15.ABANDON OR REMOVE ALL SANITARY, WATER AND STORM SERVICES PER CITY STANDARDS. COORDINATE ALL WORK WITH CITY. ALL STREET RESTORATION SHALL BE COMPLETED IN COMPLIANCE WITH LOCAL STANDARDS. 16.CONTRACTOR SHALL PREPARE AND SUBMIT TO THE GOVERNING AUTHORITY A TRAFFIC AND/OR PEDESTRIAN TRAFFIC PLAN PER CITY/COUNTY/STATE STANDARDS TO BE APPROVED BY THE LOCAL GOVERNING AUTHORITY. SEE SHEET C7.01 FOR HUDSON BLVD REMOVAL PLAN PROPOSED BUILDING 13,150 S.F. FFE=1023.00 20' SETBACK20' SETBACK 20' SETBACK20' SETBACK52'X30' SPORT COURT T G HUDSON BOULEVARD N EXISTING R.O.W. (VARIES) 100' EXISTING R.O.W. INFILTRATION BASIN 7P PRIVATELY OWNED AND MAINTAINED 100-YR HWL = 1009.82 BOTTOM = 1003.42 CONSTRUCTED BY OTHERS INFILTRATION PROPOSED BUILDING 49,417 S.F. FFE=1022.00 T T VAN GFE=1011.00 WET POND 3P FILTRATION BASIN 15P FILTRATION BASIN 14P FILTRATION BASIN 13P FILTRATION BASIN 12P FILTRATION BASIN 11P INFILTRATION BASIN 7P FILTRATION BASIN 1P STORMWATER POND HWL=1000.30 LOT 1 LOT 2 20' SETBACK20' SETBACK 20' SETBACK20' SETBACK(PRIVATE ROAD)(PRIVATE ROAD)DOG RUN INFILTRATION BASIN 4P HUDSON BOULEVARD N OUTLOT B JULIA AVE N4 T H S T R E E T N O R T H R30.0'R30.0 'R18.0'R 5 . 0 ' R42.0' R1 8 . 0 'R5.0'R15.0'R1 5 . 0 ' R 2 0 . 0 ' R20.0'R15.0'R381.0'R350.0'R10.0'R30.0'R15 . 0 ' R162.0'R138.0' R138.0' R162.0'R10.0'R150.0'R5.0'R5.0'R 5 . 0 'R5.0'B F F I J B A A B B B B B B B B B F F F I J A A A A A K K LA B H M 24.0'36.0'24.0'18.0'22.0'24.0'7.7'24.0'13.4 '10.5 '31.3 '22.0'22.0'9.0'5.7'32.0'18.0' 24.0' 18.0' 11.3'15.0'H HH E START EENDR15.0'R4 . 0 'R5.0'R5.0' TY P . R 5 . 0 ' R5.0'R39.0'R10.0'R 1 0 . 0 ' R15.0' R 1 5 . 0 ' D R 3 4 . 0 ' R1 0 . 0 ' N 22.0'22.0 ' 24.0'5'5.0 '5.0'5.7 ' 5.0' 5.0'10.0'5.0'5.0'5.7'5.7' 24.0' 24.0' EXTENTS OF C3.01 DESIGN E O O 9.0 ' 1013 26 22 20 18 14 8 14 4 7 6 8 P G Q R R T T S S SCALE IN FEET 0 10050 NORTH NO DATE BY CKD APPR SHEET OF Date License # Print Name: I hereby certify that this plan, specification, or report 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. DRAWN BY DESIGNED BY CHECKED BY PROJECT NO. PRELIMINARY DESIGN REVIEW PERMIT SUBMITTAL CONSTRUCTION DOCUMENTS REV. COMMENT Engineering | Surveying | Planning | Environmental 24.1S (LMS TECH) | JOSEPH BAILEY | 9/12/2024 12:11:22 PML:\PROJECTS\53062\CAD\CIVIL\SHEETS\53062-C3-SITE C3.01,C3.02.DWG:C3.01 SITE PLANROERS LAKE ELMO, LLC LAKE ELMO APARTMENTS LAKE ELMO, MN 75 53062 12/02/2021 04/18/2022 09/13/2024 EAB TLL JDB JOSEPH D. BAILEY 04/27/2023 58645 09/13/2024 TTP MCA JDB PERMIT SET 08/07/2024 TTP MCA JDB PUD SUBMITTAL THE SUBSURFACE UTILITY INFORMATION SHOWN ON THESE PLANS IS A UTILITY QUALITY LEVEL D. THIS QUALITY LEVEL WAS DETERMINED ACCORDING TO THE GUIDELINES OF ASCE/CI 38-02, TITLED "STANDARD GUIDELINES FOR THE COLLECTION AND DEPICTION OF EXISTING SUBSURFACE UTILITY DATA." THE CONTRACTOR AND/OR SUBCONTRACTORS SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, BY CONTACTING THE NOTIFICATION CENTER (GOPHER STATE ONE FOR MINNESOTA). THE CONTRACTOR AND/OR SUBCONTRACTOR AGREE TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES, WHICH MIGHT BE OCCASIONED BY HIS OR HER FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES (UNDERGROUND AND OVERHEAD). IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. KEY NOTES DEVELOPMENT NOTES SITE PLAN C3.01 4 1.ALL DIMENSIONS ARE ROUNDED TO THE NEAREST TENTH FOOT. 2.ALL DIMENSIONS SHOWN ARE TO FACE OF CURB UNLESS OTHERWISE NOTED. 3.CONTRACTOR SHALL REVIEW PAVEMENT GRADIENT AND CONSTRUCT “GUTTER OUT” WHERE WATER DRAINS AWAY FROM CURB. ALL OTHER AREAS SHALL BE CONSTRUCTED AS “GUTTER IN” CURB. COORDINATE WITH GRADING CONTRACTOR. 4.ALL AREAS ARE ROUNDED TO THE NEAREST SQUARE FOOT. 5.ALL PARKING STALLS TO BE 9' IN WIDTH AND 18' IN LENGTH UNLESS OTHERWISE INDICATED. 6.CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONS OF EXIT PORCHES, RAMPS, PRECISE BUILDING DIMENSIONS AND EXACT BUILDING UTILITY ENTRANCE LOCATIONS. 7.SEE ARCHITECTURAL PLANS FOR PYLON SIGN DETAILS 8.LIGHT STANDARD LOCATIONS ARE FOR REFERENCE ONLY, SITE LIGHTING PLAN IS DESIGN BUILD BY CONTRACTOR. CONTRACTOR SHALL CONFIRM LIGHT STANDARD LOCATION WITH LIGHTING VENDOR. 9.REFER TO FINAL PLAT FOR LOT BOUNDARIES, LOT NUMBERS, LOT AREAS, AND LOT DIMENSIONS. 10.ALL GRADIENTS ON SIDEWALKS ALONG THE ADA ROUTE HAVE BEEN DESIGNED WITH A MAXIMUM LONGITUDINAL SLOPE OF 4.5%, AND A MAXIMUM CROSS SLOPE OF 1.5%. THIS IS LESS THAN THE ADA CODE MAXIMUM LONGITUDINAL SLOPE OF 5% (1:20), EXCEPT AT CURB RAMPS (1:12), AND A MAXIMUM CROSS SLOPE OF 2.00% (1:50). THE MAXIMUM DESIGN SLOPE IN ANY DIRECTION ON AN ADA PARKING STALL OR ACCESS AISLE IS 1.5%, LESS THAN THE ADA CODE MAXIMUM SLOPE IN ANY DIRECTION ON AN ADA PARKING STALL OR ACCESS AISLE OF 2.00% (1:50). THE CONTRACTOR SHALL REVIEW AND VERIFY THE GRADIENT IN THE FIELD ALONG THE ADA ROUTES PRIOR TO PLACING CONCRETE OR BITUMINOUS PAVEMENT. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY IF THERE IS A DISCREPANCY BETWEEN THE GRADIENT IN THE FIELD VERSUS THE DESIGN GRADIENT AND COORDINATE WITH GRADING CONTRACTOR. 11."NO PARKING" SIGNS SHALL BE PLACED ALONG ALL DRIVEWAYS AS REQUIRED BY CITY. 12.STREET NAMES ARE SUBJECT TO APPROVAL BY THE CITY. CIVIL 3D MODEL LIMITATIONS SAMBATEK'S DELIVERABLE AND GOVERNING DOCUMENTS FOR CONSTRUCTION SHALL BE A HARD COPY AND/OR PDF PLAN SHEETS. IF A CIVIL 3D MODEL IS GENERATED IN THE PROCESS OF PREPARING THE PLAN SHEETS, IT IS AS A DESIGN TOOL ONLY AND NOT AS A SEPARATE DELIVERABLE. AT THE OWNER'S REQUEST, WE WILL RELEASE OUR CIVIL 3D MODEL FOR THE CONTRACTOR'S USE. HOWEVER, ITS USE IS AT THE CONTRACTOR'S RISK AND SHALL NOT BE USED FOR STAKING OF CURB, SIDEWALK, OR OTHER HARD SURFACE IMPROVEMENTS. IF A CIVIL 3D MODEL FOR STAKING HARD SURFACE IMPROVEMENTS IS REQUIRED, WE CAN PROVIDE A SUPPLEMENTAL AGREEMENT FOR REFINEMENT AND PREPARATION OF THE CIVIL 3D MODEL. A.BUILDING, STOOPS, STAIRS (SEE ARCHITECTURAL PLANS) B.B-612 CONCRETE CURB AND GUTTER (SEE SHEET C9.03, DETAIL 501A) C.B-618 6CONCRETE CURB AND GUTTER (SEE SHEET C9.03, DETAIL 501A) D.ACCESSIBLE RAMP TYPE 1 (SEE SHEET C9.04, DETAIL 10) E.FLAT CURB SECTION (SEE SHEET C9.04, DETAIL 06) F.CONCRETE SIDEWALK (SEE SHEET C9.03, DETAIL 510) G.SEGMENTAL BLOCK RETAINING WALL (BY OTHERS) H.ACCESSIBLE RAMP TYPE 2 (SEE SHEET C9.03, PEDESTRIAN CURB RAMP DETAIL) I.ACCESSIBLE STALL STRIPING (SEE SHEET C9.04, DETAIL 01) J.ACCESSIBLE PARKING SIGN (SEE SHEET C9.04, DETAIL 02) K.TRANSFORMER L.BIKE RACK (SEE SHEET C9.04) M.CONCRETE VALLEY GUTTER (SEE SHEET C9.04, DETAIL 07) N.CURB CUT (SEE SHEET C9.04, DETAIL 08) O.CURB TRANSITION (SEE SHEET C9.04, DETAIL 09) P.SIDEWALK CHASE (SEE SHEET C9.06, DETAIL 04) Q.FIREPIT (SEE SHEET L1.04) R.PEDESTRIAN LIGHT BOLLARD S.GUARD RAIL (SEE SHEET C9.04) T.SAFETY FENCE (SEE SHEET L1.04, DETAIL 05) CONCRETE CURB EASEMENT LINE BUILDING LINE SIGN PROPOSED EXISTING LEGEND BOLLARD ##REGULAR PARKING STALL COUNT 1 KEYNOTE HEAVY DUTY ASPHALT PAVING CONCRETE PAVING (SEE DETAIL 01, SHEET C9.05) CONCRETE SIDEWALK PAVEMENT BY OTHERS (SEE ARCHITECTURAL PLANS) BOUNDARY LINE STANDARD DUTY ASPHALT PAVING AREA LOT 1 LOT 2 R-O-W NET SITE MAX PERCENT IMPERVIOUS PROPOSED PERCENT IMPERVIOUS PARKING SUMMARY LOT 1 SURFACE PARKING PROVIDED LOT 2 SURFACE PARKING PROVIDED BUILDING SETBACKS FRONT YARD REAR YARD SIDE YARD PARKING SETBACK REAR FROM RESIDENTIAL OPEN SPACE REQUIRED OPEN SPACE PROVIDED MINIMUM LOT SIZE EXISTING ZONING PROPOSED ZONING DEVELOPMENT SUMMARY 471,278 SF 10.819 AC 84,778 SF 1.946 AC 60,021 SF 1.378 AC 616,076 SF 14.143 AC 75% 37.6% 170 STALLS 49 STALLS 20 FT 20 FT 10 FT 20 FT 57,300 SF 168,948 SF 1500 SF PER UNIT RURAL TRANSITIONAL (RT) MIXED USE COMMERCIAL (MU-C) CRUSHED LIMESTONE PATH (SEE DETAIL 02, SHEET C9.07) LAKE ELMO STANDARD PLAN NOTES 1.BITUMINOUS TRAILS AND SIDEWALKS MUST BE CONSTRUCTED TO MAINTAIN POSITIVE DRAINAGE AWAY FROM THE PATHWAYS THROUGHOUT THE ENTIRE LENGTH. 2.TOPSOIL AND BACKFILLING OPERATIONS MUST BE COMPLETED TO AVOID DAMAGE TO THE BITUMINOUS TRAILS AND SIDEWALKS. FINAL GRADE OF BACKFILL AND TOPSOIL MUST BE FLUSH WITH THE PATH EDGE TO AVOID TRAPPING WATER. 3.DIVIDE SIDEWALK INTO SECTIONS WITH CONTRACTION JOINTS. SPACING SHALL NOT BE LESS THAN 3 FT NOR GREATER THAN 12 FT IN ANY DIRECTION. PLACE 1 2 INCH EXPANSION JOINT FILLER AT 50 FT (MAXIMUM) INTERVALS. 4.CONCRETE PEDESTRIAN RAMPS MUST BE CONSTRUCTED AT ALL INTERSECTIONS. LOT LINE RIGHT OF WAY LINE REFER TO GODDARD SCHOOL PLANS FOR IMPROVEMENTS BY OTHERS OVERFLOW RIPRAP, CLASS 1 SPILLWAY REINFORCEMENT (SEE TURF REINFORCEMENT MAT DETAIL, SHEET C9.07) IRON ENHANCED SAND FILTER (SEE DETAIL 01, SHEET 9.06) SEE SHEET C7.02 FOR REQUIRED HUDSON BOULEVARD IMPROVEMENTS PROPOSED BUILDING 13,150 S.F. FFE=1023.00 20' SETBACK20' SETBACK 20' SETBACK20' SETBACK52'X30' SPORT COURT T G HUDSON BOULEVARD N EXISTING R.O.W. (VARIES) 100' EXISTING R.O.W. INFILTRATION BASIN 7P PRIVATELY OWNED AND MAINTAINED 100-YR HWL = 1009.82 BOTTOM = 1003.42 CONSTRUCTED BY OTHERS INFILTRATION PROPOSED BUILDING 49,417 S.F. FFE=1022.00 T T VAN GFE=1011.00 WET POND 3P FILTRATION BASIN 15P FILTRATION BASIN 14P FILTRATION BASIN 13P FILTRATION BASIN 12P FILTRATION BASIN 11P INFILTRATION BASIN 7P FILTRATION BASIN 1P STORMWATER POND HWL=1000.30 LOT 1 LOT 2 20' SETBACK20' SETBACK 20' SETBACK20' SETBACK(PRIVATE ROAD)(PRIVATE ROAD)DOG RUN INFILTRATION BASIN 4P HUDSON BOULEVARD N OUTLOT B JULIA AVE N4 T H S T R E E T N O R T H START END SCALE IN FEET 0 ##### NORTH NO DATE BY CKD APPR SHEET OF Date License # Print Name: I hereby certify that this plan, specification, or report 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. DRAWN BY DESIGNED BY CHECKED BY PROJECT NO. PRELIMINARY DESIGN REVIEW PERMIT SUBMITTAL CONSTRUCTION DOCUMENTS REV. COMMENT Engineering | Surveying | Planning | Environmental 24.1S (LMS TECH) | JOSEPH BAILEY | 9/12/2024 12:11:22 PML:\PROJECTS\53062\CAD\CIVIL\SHEETS\53062-C3-SITE C3.01,C3.02.DWG:C3.02 SITE PLAN PHASINGROERS LAKE ELMO, LLC LAKE ELMO APARTMENTS LAKE ELMO, MN 75 53062 12/02/2021 04/18/2022 09/13/2024 EAB TLL JDB JOSEPH D. BAILEY 04/27/2023 58645 09/13/2024 TTP MCA JDB PERMIT SET 08/07/2024 TTP MCA JDB PUD SUBMITTAL THE SUBSURFACE UTILITY INFORMATION SHOWN ON THESE PLANS IS A UTILITY QUALITY LEVEL D. THIS QUALITY LEVEL WAS DETERMINED ACCORDING TO THE GUIDELINES OF ASCE/CI 38-02, TITLED "STANDARD GUIDELINES FOR THE COLLECTION AND DEPICTION OF EXISTING SUBSURFACE UTILITY DATA." THE CONTRACTOR AND/OR SUBCONTRACTORS SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, BY CONTACTING THE NOTIFICATION CENTER (GOPHER STATE ONE FOR MINNESOTA). THE CONTRACTOR AND/OR SUBCONTRACTOR AGREE TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES, WHICH MIGHT BE OCCASIONED BY HIS OR HER FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES (UNDERGROUND AND OVERHEAD). IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. SITE PLAN PHASING C3.02 5 LEGEND PHASE ONE PUBLIC IMPROVEMENT PHASE ONE PRIVATE IMPROVEMENT 1.HATCHES INDICATE PHASING PAVEMENT AREAS THAT MUST BE COMPLETED PRIOR TO C.O. BEING ISSUED FOR DAY CARE BUILDING. 2.PAVING FOR PRIVATE IMPROVEMENTS ONLY REQUIRE BITUMINOUS BASE COURSE TO BE INSTALLED ALONG PRIVATE IMPROVEMENTS PRIOR TO C.O. BEING ISSUED FOR DAYCARE BUILDING. 3.ALL PUBLIC IMPROVEMENTS MUST BE COMPLETED PRIOR TO ISSUANCE OF C.O. FOR DAYCARE, INCLUDING BITUMINOUS BASE AND WEAR COURSES ALONG HUDSON BOULEVARD AND JULIA AVE, FINAL STABILIZATION AND REMOVAL OF EROSION CONTROL DEVICES FROM PUBLIC RIGHT OF WAY. 4.ALL WORK MUST BE FULLY COMPLETED AS DEFINED IN THE DEVELOPMENT AGREEMENT, INCLUDING ALL TESTING AND INSPECTIONS, ALL PUNCH LISTS COMPLETED AND ALL RECORD DRAWINGS COMPLETED AND APPROVED BY THE CITY. IMPROVEMENTS ARE NOT DEEMED COMPLETE UNTIL WRITTEN ACCEPTANCE OF THE IMPROVEMENTS IS RECEIVED FROM THE CITY. SITE PHASING NOTES 8+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 RCP HUDSON BOULEVARD N OUTLOT B JULIA AVE N4 T H S T R E E T N O R T H 9971004 1005 10061018103010211015101510131000 1014101410131012101110101009100810071006100510041003100210011000999998999999997995 102 0 1 0 2 51010101510201025100710081009101110121013101410161017101810191021102210231024102610271028101010151020102010251025103010301033 9951000100510101015102099699799899910 0 1 1002100310041006100710081 0 0 9 101110121 0 1 3 101410161017101810191021102210 2 3 10171018 1015 1012101310141016 1000 1005 1010 1000 1005 1010 995 1000 995 1000 1005 1010 1010 1010 1012 10131016 101 4 1 0 1 5 1017 1018 1018 10 0 5 100 1 1002 10031004 1006 10 0 7 1008 1010101510201025 10081 0 0 9 1 0 1 1 101210131014101610171018101910211022 1023 102410081009102 0 1 0 2 0 1020101 8 10181 0 1 8 1 0 1 9 1019101 9 1020 1018 1019 102310161017101 6 1017 1018 10 1 9 10 2 0 1018101910 2 1 102210231024 1017101010151020102510071 0 0 8 1 0 0 9 1011101210131014101610171018101910211022102310241 0 2 4 1000 1005 101010011002100310041006100710081009 1011 1012 101310131014101410051010 101510041 0 0 6 10 0 7 1008100 9 1011 1012 1013 1014 1016 1017 10121013 10141015101610171018100099910011 0 0 2 10 0 3 PROPOSED BUILDING 13,150 S.F. FFE=1023.00 G HUDSON BOULEVARD N EXISTING R.O.W. (VARIES) 100' EXISTING R.O.W. PROPOSED BUILDING 49,417 S.F. FFE=1022.00 T T VAN GFE=1011.00 WET POND 3P FILTRATION BASIN 15P FILTRATION BASIN 14P FILTRATION BASIN 13P FILTRATION BASIN 12P FILTRATION BASIN 11P INFILTRATION BASIN 7P FILTRATION BASIN 1P STORMWATER POND HWL=1000.30 LOT 1 LOT 2 INFILTRATION BASIN 4P 1009.89 1010.15 1010.37 1010.15 1010.741010.66 1010.67 1010.721010.641010.68 1010.76 1011.05 1011.10 1011.10 10201016101710181019102110221020 101710181019 10101015102010011002100310101010 101010151 0 2 0 101510131014 1016 1017 1 0 1 510111 0 1 2 1 0 1 3 1 0 1 4 1 0 1 6 1 0 1 7 1 0 1 8 102 0 10 2 1 10051002100210031004100610071008 1020101910211022995 995 1000 1000 1005 1010 10109909959951000 1005 1 0 0 5 1 0 1 0 101510201011101210131014101610171018101910 2 11021 1016101710181020 10 1 9 1015 1020 10151014 1016 1017 1018 1020 1016101710181019 1020102110221011 1011101110111010 10051015 10201016101710181019 102110 2 1 1021 1011 1 0 1 2 1010100710101010 100 810059909951000 10091010 10101010.861010.77 1010.371010.30 CONCRETE VALLEY GUTTER CONCRETE VALLEY GUTTER 615 SF CLASS 1 RIPRAP SCALE IN FEET 0 10050 NORTH NO DATE BY CKD APPR SHEET OF Date License # Print Name: I hereby certify that this plan, specification, or report 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. DRAWN BY DESIGNED BY CHECKED BY PROJECT NO. PRELIMINARY DESIGN REVIEW PERMIT SUBMITTAL CONSTRUCTION DOCUMENTS REV. COMMENT Engineering | Surveying | Planning | Environmental 24.1S (LMS TECH) | JOSEPH BAILEY | 9/12/2024 11:42:09 AML:\PROJECTS\53062\CAD\CIVIL\SHEETS\53062-C4-GRADE C3.03, C4.01-C4.07, C4.11.DWG:C3.03 GRADING PHASING PLANROERS LAKE ELMO, LLC LAKE ELMO APARTMENTS LAKE ELMO, MN 75 53062 12/02/2021 04/18/2022 09/13/2024 EAB TLL JDB JOSEPH D. BAILEY 04/27/2023 58645 09/13/2024 TTP MCA JDB PERMIT SET 08/07/2024 TTP MCA JDB PUD SUBMITTAL GRADING PHASING PLAN C3.03 6 LEGEND THE SUBSURFACE UTILITY INFORMATION SHOWN ON THESE PLANS IS A UTILITY QUALITY LEVEL D. THIS QUALITY LEVEL WAS DETERMINED ACCORDING TO THE GUIDELINES OF ASCE/CI 38-02, TITLED "STANDARD GUIDELINES FOR THE COLLECTION AND DEPICTION OF EXISTING SUBSURFACE UTILITY DATA." THE CONTRACTOR AND/OR SUBCONTRACTORS SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, BY CONTACTING THE NOTIFICATION CENTER (GOPHER STATE ONE FOR MINNESOTA). THE CONTRACTOR AND/OR SUBCONTRACTOR AGREE TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES, WHICH MIGHT BE OCCASIONED BY HIS OR HER FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES (UNDERGROUND AND OVERHEAD). IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. PHASE ONE GRADING AREA 1.HATCHES INDICATE GRADING AREAS THAT MUST BE COMPLETED PRIOR TO C.O. BEING ISSUED FOR DAY CARE BUILDING. 2.PAVING FOR PRIVATE IMPROVEMENTS ONLY REQUIRE BITUMINOUS BASE COURSE TO BE INSTALLED ALONG PRIVATE IMPROVEMENTS PRIOR TO C.O. BEING ISSUED FOR DAYCARE BUILDING. 3.ALL PUBLIC IMPROVEMENTS MUST BE COMPLETED PRIOR TO ISSUANCE OF C.O. FOR DAYCARE, INCLUDING BITUMINOUS BASE AND WEAR COURSES ALONG HUDSON BOULEVARD AND JULIA AVE, FINAL STABILIZATION AND REMOVAL OF EROSION CONTROL DEVICES FROM PUBLIC RIGHT OF WAY. 4.ALL WORK MUST BE FULLY COMPLETED AS DEFINED IN THE DEVELOPMENT AGREEMENT, INCLUDING ALL TESTING AND INSPECTIONS, ALL PUNCH LISTS COMPLETED AND ALL RECORD DRAWINGS COMPLETED AND APPROVED BY THE CITY. IMPROVEMENTS ARE NOT DEEMED COMPLETE UNTIL WRITTEN ACCEPTANCE OF THE IMPROVEMENTS IS RECEIVED FROM THE CITY. GRADING PHASING NOTES PROPOSED BUILDING 13,150 S.F. FFE=1023.00 G HUDSON BOULEVARD N EXISTING R.O.W. (VARIES) 100' EXISTING R.O.W. HUDSON BOULEVARD N OUTLOT B JULIA AVE N4 T H S T R E E T N O R T H PROPOSED BUILDING 49,417 S.F. FFE=1022.00 T T VAN GFE=1011.00 WET POND 3P FILTRATION BASIN 15P FILTRATION BASIN 14P FILTRATION BASIN 13P FILTRATION BASIN 12P FILTRATION BASIN 11P INFILTRATION BASIN 7P FILTRATION BASIN 1P STORMWATER POND HWL=1000.30 LOT 1 LOT 2 INFILTRATION BASIN 4P IRRIGATION SYSTEM CONTROLS ENCLOSURE REUSE IRRIGATION PUMP INTAKE PUMP STATION/ENCLOSURE SCALE IN FEET 0 10050 NORTH NO DATE BY CKD APPR SHEET OF Date License # Print Name: I hereby certify that this plan, specification, or report 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. DRAWN BY DESIGNED BY CHECKED BY PROJECT NO. PRELIMINARY DESIGN REVIEW PERMIT SUBMITTAL CONSTRUCTION DOCUMENTS REV. COMMENT Engineering | Surveying | Planning | Environmental 24.1S (LMS TECH) | JOSEPH BAILEY | 9/12/2024 11:59:25 AML:\PROJECTS\53062\CAD\CIVIL\SHEETS\53062-C6-UTIL C3.04, C6.01-C6.05.DWG:C3.04 UTILITY PLAN PHASINGROERS LAKE ELMO, LLC LAKE ELMO APARTMENTS LAKE ELMO, MN 75 53062 12/02/2021 04/18/2022 09/13/2024 EAB TLL JDB JOSEPH D. BAILEY 04/27/2023 58645 09/13/2024 TTP MCA JDB PERMIT SET 08/07/2024 TTP MCA JDB PUD SUBMITTAL UTILITY PLAN PHASING C3.04 7 THE SUBSURFACE UTILITY INFORMATION SHOWN ON THESE PLANS IS A UTILITY QUALITY LEVEL D. THIS QUALITY LEVEL WAS DETERMINED ACCORDING TO THE GUIDELINES OF ASCE/CI 38-02, TITLED "STANDARD GUIDELINES FOR THE COLLECTION AND DEPICTION OF EXISTING SUBSURFACE UTILITY DATA." THE CONTRACTOR AND/OR SUBCONTRACTORS SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, BY CONTACTING THE NOTIFICATION CENTER (GOPHER STATE ONE FOR MINNESOTA). THE CONTRACTOR AND/OR SUBCONTRACTOR AGREE TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES, WHICH MIGHT BE OCCASIONED BY HIS OR HER FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES (UNDERGROUND AND OVERHEAD). IF THE CONTRACTOR ENCOUNTERS ANY DRAIN TILE WITHIN THE SITE, HE OR SHE SHALL NOTIFY THE ENGINEER WITH THE LOCATION, SIZE, INVERT AND IF THE TILE LINE IS ACTIVE. NO DRAIN TILE SHALL BE BACKFILLED WITHOUT APPROVAL FROM THE PROJECT ENGINEER. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. 1.HATCHES INDICATE UTILITIES THAT MUST BE COMPLETED PRIOR TO C.O. BEING ISSUED FOR DAYCARE BUILDING. 2.PAVING FOR PRIVATE IMPROVEMENTS ONLY REQUIRE BITUMINOUS BASE COURSE TO BE INSTALLED ALONG PRIVATE IMPROVEMENTS PRIOR TO C.O. BEING ISSUED FOR DAYCARE BUILDING. 3.ALL PUBLIC IMPROVEMENTS MUST BE COMPLETED PRIOR TO ISSUANCE OF C.O. FOR DAYCARE, INCLUDING BITUMINOUS BASE AND WEAR COURSES ALONG HUDSON BOULEVARD AND JULIA AVE, FINAL STABALIZATION, AND REMOVAL OF EROSION CONTROL DEVICES FROM PUBLIC RIGHT OF WAY. 4.ALL WORK MUST BE FULLY COMPLETED AS DEFINED IN THE DEVELOPMENT AGREEMENT, INCLUDING ALL TESTING AND INSPECTIONS, ALL PUNCH LISTS COMPLETED AND ALL RECORD DRAWINGS COMPLETED AND APPROVED BY THE CITY. IMPROVEMENTS ARE NOT DEEMED COMPLETE UNTIL WRITTEN ACCEPTANCE OF THE IMPROVEMENTS IS RECEIVED FROM THE CITY. UTILITY PHASING NOTES LEGEND PHASE ONE STORM INSTALLATION PHASE ONE SANITARY INSTALLATION PHASE ONE WATER INSTALLATION 8+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 RCP HUDSON BOULEVARD N OUTLOT B JULIA AVE N4 T H S T R E E T N O R T H 9971004 1005 10061018103010211015101510131000 1014101410131012101110101009100810071006100510041003100210011000999998999999997995 102 0 1 0 2 51010101510201025100710081009101110121013101410161017101810191021102210231024102610271028101010151020102010251025103010301033 9951000100510101015102099699799899910 0 1 1002100310041006100710081 0 0 9 101110121 0 1 3 101410161017101810191021102210 2 3 10171018 1015 1012101310141016 1000 1005 1010 1000 1005 1010 995 1000 995 1000 1005 1010 1010 1010 1012 10131016 101 4 1 0 1 5 1017 1018 1018 10 0 5 100 1 1002 10031004 1006 10 0 7 1008 1010101510201025 10081 0 0 9 1 0 1 1 101210131014101610171018101910211022 1023 102410081009102 0 1 0 2 0 1020101 8 10181 0 1 8 1 0 1 9 1019101 9 1020 1018 1019 102310161017101 6 1017 1018 10 1 9 10 2 0 1018101910 2 1 102210231024 1017101010151020102510071 0 0 8 1 0 0 9 1011101210131014101610171018101910211022102310241 0 2 4 1000 1005 101010011002100310041006100710081009 1011 1012 101310131014101410051010 101510041 0 0 6 10 0 7 1008100 9 1011 1012 1013 1014 1016 1017 10121013 10141015101610171018100099910011 0 0 2 10 0 3 PROPOSED BUILDING 13,150 S.F. FFE=1023.00 G HUDSON BOULEVARD N EXISTING R.O.W. (VARIES) 100' EXISTING R.O.W. PROPOSED BUILDING 49,417 S.F. FFE=1022.00 T T VAN EOF 1019.32 GFE=1011.00EOF1011.04EOF999.5WET POND 3P EOF1018.55EOF FILTRATION BASIN 15P FILTRATION BASIN 14P FILTRATION BASIN 13P FILTRATION BASIN 12P FILTRATION BASIN 11P INFILTRATION BASIN 7P FILTRATION BASIN 1P STORMWATER POND HWL=1000.30 LOT 1 LOT 2 INFILTRATION BASIN 4P EOF 1010.73 EOF 1011.00 EOF 1007. 3 2EOF1009.58EOF1011.08EOF 1019.50 EOF 1016.40 EOF 1013.00 EOF1010.06EOF 1011.38 EOF1008.50 INSET A INSET C INSET E INSET F INSET G INSET D INSET B REFER TO SHEET C7.04 FOR HUDSON BLVD IMPROVEMENTS REFER TO SHEET C7.04 FOR HUDSON BLVD IMPROVEMENTS INSET 1 INSET 2 INSET 3 PED RAMP DETAILS - SEE SHEET C4.10 CONCRETE VALLEY GUTTER CONCRETE VALLEY GUTTER 615 SF CLASS 1 RIPRAP POOL DECK DESIGN AND DRAIN BY OTHERS SCALE IN FEET 0 10050 NORTH NO DATE BY CKD APPR SHEET OF Date License # Print Name: I hereby certify that this plan, specification, or report 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. DRAWN BY DESIGNED BY CHECKED BY PROJECT NO. PRELIMINARY DESIGN REVIEW PERMIT SUBMITTAL CONSTRUCTION DOCUMENTS REV. COMMENT Engineering | Surveying | Planning | Environmental 24.1S (LMS TECH) | JOSEPH BAILEY | 9/12/2024 11:42:09 AML:\PROJECTS\53062\CAD\CIVIL\SHEETS\53062-C4-GRADE C3.03, C4.01-C4.07, C4.11.DWG:C4.01 OVERALL GRADING PLANROERS LAKE ELMO, LLC LAKE ELMO APARTMENTS LAKE ELMO, MN 75 53062 12/02/2021 04/18/2022 09/13/2024 EAB TLL JDB JOSEPH D. BAILEY 04/27/2023 58645 09/13/2024 TTP MCA JDB PERMIT SET 08/07/2024 TTP MCA JDB PUD SUBMITTAL OVERALL GRADING PLAN C4.01 8 PROPERTY LINE CONCRETE CURB BUILDING LINE CONCRETE PAVING CONCRETE SIDEWALK PAVEMENT BY OTHERS (SEE ARCHITECTURAL PLANS) PROPOSED EXISTING LEGEND SOIL BORING999.9 ST # STORM SEWER DRAINTILE RIPRAP EOF 902.5 OVERFLOW ELEV. THE SUBSURFACE UTILITY INFORMATION SHOWN ON THESE PLANS IS A UTILITY QUALITY LEVEL D. THIS QUALITY LEVEL WAS DETERMINED ACCORDING TO THE GUIDELINES OF ASCE/CI 38-02, TITLED "STANDARD GUIDELINES FOR THE COLLECTION AND DEPICTION OF EXISTING SUBSURFACE UTILITY DATA." THE CONTRACTOR AND/OR SUBCONTRACTORS SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, BY CONTACTING THE NOTIFICATION CENTER (GOPHER STATE ONE FOR MINNESOTA). THE CONTRACTOR AND/OR SUBCONTRACTOR AGREE TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES, WHICH MIGHT BE OCCASIONED BY HIS OR HER FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES (UNDERGROUND AND OVERHEAD). IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. STANDARD DUTY ASPHALT PAVING SEE SHEET C4.02 SEE SHEET C4.03 SEE SHEET C4.04 SEE SHEET C4.05 SEE SHEET C4.06 SEE SHEET C4.07 PROPOSED GRADING FOR UNION PARK WEST LOT LINE RIGHT OF WAY LINE REFER TO GODDARD SCHOOL PLANS FOR IMPROVEMENTS BY OTHERS CONTOUR CRUSHED LIMESTONE PATH OVERFLOW RIPRAP, CLASS 1 SPILLWAY REINFORCEMENT (SEE TURF REINFORCEMENT MAT DETAIL, SHEET C9.07) IRON ENHANCED SAND FILTER (SEE DETAIL 01, SHEET 9.06) IP2 IP2 IP2 IP2 IP2 IP2 HUDSON BOULEVARD N OUTLOT B JULIA AVE N4 T H S T R E E T N O R T H 2501 2502 2503 2504 2505 2506 2507 2508 2509 2510 2511 2512 9971004 1005 10061018103010211015101510131000 1014101410131012101110101009100810071006100510041003100210011000999998999999997995 102 0 1 0 2 51010101510201025100710081009101110121013101410161017101810191021102210231024102610271028101010151020102010251025103010301033 9951000100510101015102099699799899910 0 1 1002100310041006100710081 0 0 9 101110121 0 1 3 101410161017101810191021102210 2 3 10171018 1015 1012101310141016 1000 1005 1010 1000 1005 1010 995 1000 995 1000 1005 1010 1010 1010 1012 10131016 101 4 1 0 1 5 1017 1018 1018 10 0 5 100 1 1002 10031004 1006 10 0 7 1008 1010101510201025 10081 0 0 9 1 0 1 1 101210131014101610171018101910211022 1023 102410081009102 0 1 0 2 0 1020101 8 10181 0 1 8 1 0 1 9 1019101 9 1020 1018 1019 102310161017101 6 1017 1018 10 1 9 10 2 0 1018101910 2 1 102210231024 1017101010151020102510071 0 0 8 1 0 0 9 1011101210131014101610171018101910211022102310241 0 2 4 1000 1005 101010011002100310041006100710081009 1011 1012 101310131014101410051010 101510041 0 0 6 10 0 7 1008100 9 1011 1012 1013 1014 1016 1017 10121013 10141015101610171018100099910011 0 0 2 10 0 3 HUDSON BOULEVARD N EXISTING R.O.W. (VARIES) 100' EXISTING R.O.W. INFILTRATION BASIN 7P PRIVATELY OWNED AND MAINTAINED 100-YR HWL = 1009.82 BOTTOM = 1003.42 CONSTRUCTED BY OTHERS INFILTRATION101010151020 1020 1000100510101015101510201020101010151020100910111012101310141016101710181019 1021 1000999 1001 1002 1003 1000 1005 1005 9991001100210031004 102010181019102110221015 1020 10121012 1013 1013 1014 1014 1016101710181019 10211022 TEMPORARY SEDIMENT BASIN DISTURBED AREA TO COMMON LOCATION: 4.32 AC REQUIRED VOLUME: 4.32 AC * 3600 CF/AC= 15,552 CF OUTLET: 1002 BOTTOM: 999 TEMPORARY SEDIMENT BASIN OUTLET: 1009 BOTTOM: 10061008 10051004 1006 1007 1008 1010 1008 1009 1011 1012 1013 DIVERSION DITCH IE=1009.00 DIVERSION DITCH IE=1009.00 DIVERSION DITCH IE=1002.00 DIVERSION DITCH IE=1002.00 DIVERSION DITCH IE=1019.00 TEMPORARY SEDIMENT BASIN DISTURBED AREA TO COMMON LOCATION: 3.97AC REQUIRED VOLUME: 3.97 AC * 3600 CF/AC= 14,292 CF OUTLET: 1009 BOTTOM: 1006 DIVERSION DITCH IE=1009.50 DIVERSION DITCH IE=1009.90 FAIRCLOTH SKIMMER MINIMUM PIPE LENGTH: 4.2 LF SEE DETAIL 4, SHEET C5.03 FLEXIBLE JOINT LOCATION FAIRCLOTH SKIMMER MINIMUM PIPE LENGTH: 4.2 LF SEE DETAIL 4, SHEET C5.03 FLEXIBLE JOINT LOCATION FAIRCLOTH SKIMMER DISCHARGE POINT LINE DISCHARGE AREA WITH EROSION CONTROL MAT IE=1008.00 FLEXIBLE JOINT LOCATION CONNECT TO EXISTING PIPE FAIRCLOTH SKIMMER MINIMUM PIPE LENGTH: 6.0 LF SEE DETAIL 4, SHEET C5.03 FAIRCLOTH SKIMMER DISCHARGE TO EXISTING STRUCTURE IE=998.80 SCALE IN FEET 0 10050 NORTH PHASE 1 EROSION CONTROL C5.01 19 THE SUBSURFACE UTILITY INFORMATION SHOWN ON THESE PLANS IS A UTILITY QUALITY LEVEL D. THIS QUALITY LEVEL WAS DETERMINED ACCORDING TO THE GUIDELINES OF ASCE/CI 38-02, TITLED "STANDARD GUIDELINES FOR THE COLLECTION AND DEPICTION OF EXISTING SUBSURFACE UTILITY DATA." THE CONTRACTOR AND/OR SUBCONTRACTORS SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, BY CONTACTING THE NOTIFICATION CENTER (GOPHER STATE ONE FOR MINNESOTA). THE CONTRACTOR AND/OR SUBCONTRACTOR AGREE TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES, WHICH MIGHT BE OCCASIONED BY HIS OR HER FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES (UNDERGROUND AND OVERHEAD). IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. THE EROSION CONTROL PLAN SHEETS ALONG WITH THE REST OF THE SWPPP MUST BE KEPT ONSITE UNTIL THE NOTICE OF TERMINATION IS FILED WITH THE MPCA, THE CONTRACTOR MUST UPDATE THE SWPPP, INCLUDING THE EROSION CONTROL PLAN SHEETS AS NECESSARY TO INCLUDE ADDITIONAL REQUIREMENTS, SUCH AS ADDITIONAL OR MODIFIED BMPS DESIGNED TO CORRECT PROBLEMS IDENTIFIED. AFTER FILING THE NOTICE OF TERMINATION, THE SWPPP, INCLUDING THE EROSION CONTROL PLAN SHEETS, AND ALL REVISIONS TO IT MUST BE SUBMITTED TO THE OWNER, TO BE KEPT ON FILE IN ACCORDANCE WITH THE RECORD RETENTION REQUIREMENTS DESCRIBED IN THE SWPPP NARRATIVE. ITEM UNIT QUANTITY SILT FENCE LINEAR FEET 4115 SILT DIKE LINEAR FEET 0 BIO-ROLL LINEAR FEET 0 CONSTRUCTION ENTRANCE UNIT 1 INLET PROTECTION DEVICE (IP-1)UNIT 0 INLET PROTECTION DEVICE (IP-2)UNIT 6 * REFER TO SHEET C5.03 FOR GENERAL NOTES, MAINTENANCE NOTES, LOCATION MAPS, AND STANDARD DETAILS PROPOSED EXISTING LEGEND NOTE TO CONTRACTOR EROSION CONTROL MATERIALS QUANTITIES CONCRETE CURB STORM SEWER DRAINTILE CONTOUR RIPRAP OVERFLOW ELEV.EOF 902.5 BIO-ROLL SILT FENCE SILT DIKE LIMITS OF DISTURBANCE SOIL BORINGS DIRECTION OF OVERLAND FLOW TEMPORARY DIVERSION DITCH CHECK DAM LIMITS OF DRAINAGE SUB-BASIN INLET PROTECTION DEVICEIP1 TEMPORARY SEDIMENT BASINSB TEMPORARY STABILIZATION MEASURES (SEED, MULCH, MATS OR BLANKETS AS OUTLINED IN THE SWPP) TSM TEMPORARY STORAGE AND PARKING AREATS TEMPORARY STONE CONSTRUCTION ENGRANCE SB NO DATE BY CKD APPR SHEET OF Date License # Print Name: I hereby certify that this plan, specification, or report 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. DRAWN BY DESIGNED BY CHECKED BY PROJECT NO. PRELIMINARY DESIGN REVIEW PERMIT SUBMITTAL CONSTRUCTION DOCUMENTS REV. COMMENT Engineering | Surveying | Planning | Environmental 24.1S (LMS TECH) | JOSEPH BAILEY | 8/1/2024 2:57:28 PML:\PROJECTS\53062\CAD\CIVIL\SHEETS\53062-C5-EROS C5.01-C5.06.DWG:C5.01 PHASE 1 EROSION CONTROLROERS LAKE ELMO, LLC LAKE ELMO APARTMENTS LAKE ELMO, MN 75 53062 12/02/2021 04/18/2022 09/13/2024 EAB TLL JDB JOSEPH D. BAILEY 04/27/2023 58645 09/13/2024 TTP MCA JDB PERMIT SET 08/07/2024 TTP MCA JDB PUD SUBMITTAL IP2 IP2 IP2 IP2 IP2 IP2 HUDSON BOULEVARD N OUTLOT B JULIA AVE N4 T H S T R E E T N O R T H PROPOSED BUILDING 49,417 S.F. FFE=1022.00 T T VAN GFE=1011.00 WET POND 3P FILTRATION BASIN 15P FILTRATION BASIN 14P FILTRATION BASIN 13P FILTRATION BASIN 12P FILTRATION BASIN 11P INFILTRATION BASIN 7P FILTRATION BASIN 1P STORMWATER POND HWL=1000.30 LOT 1 LOT 2 INFILTRATION BASIN 4P 1009.89 1010.15 1010.37 1010.15 1010.741010.66 1010.67 1010.721010.641010.68 1010.76 1011.05 1011.10 1011.10 10201016101710181019102110221020 101710181019 10101015102010011002100310101010 101010151 0 2 0 101510131014 1016 1017 1 0 1 510111 0 1 2 1 0 1 3 1 0 1 4 1 0 1 6 1 0 1 7 1 0 1 8 102 0 10 2 1 10051002100210031004100610071008 1020101910211022995 995 1000 1000 1005 1010 10109909959951000 1005 1 0 0 5 1 0 1 0 101510201011101210131014101610171018101910 2 11021 1016101710181020 10 1 9 1015 1020 10151014 1016 1017 1018 1020 1016101710181019 1020102110221011 1011101110111010 10051015 10201016101710181019 102110 2 1 1021 1011 1 0 1 2 1010100710101010 100 810059909951000 10091010 10101010.861010.77 1010.371010.30 G HUDSON BOULEVARD N EXISTING R.O.W. (VARIES) 100' EXISTING R.O.W. INFILTRATION BASIN 7P PRIVATELY OWNED AND MAINTAINED 100-YR HWL = 1009.82 BOTTOM = 1003.42 CONSTRUCTED BY OTHERS INFILTRATION IP1 IP2 IP1 IP2 IP1IP2 IP1 IP2 IP1IP2 IP1IP2 IP1IP2 IP1 IP2 IP1 IP2 IP1IP2 IP1 IP3 IP1 IP3 IP1 IP3 IP1IP2 IP1IP2 IP1IP2 IP1 IP2 IP1IP2 IP1 IP3 IP1 IP2 IP1IP2IP1IP2 IP1IP3 IP1IP2 IP1 IP3 IP1 IP3 IP1 IP3 IP1 IP2 IP1 IP2 SCALE IN FEET 0 10050 NORTH PHASE 2 EROSION CONTROL C5.02 20 THE SUBSURFACE UTILITY INFORMATION SHOWN ON THESE PLANS IS A UTILITY QUALITY LEVEL D. THIS QUALITY LEVEL WAS DETERMINED ACCORDING TO THE GUIDELINES OF ASCE/CI 38-02, TITLED "STANDARD GUIDELINES FOR THE COLLECTION AND DEPICTION OF EXISTING SUBSURFACE UTILITY DATA." THE CONTRACTOR AND/OR SUBCONTRACTORS SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, BY CONTACTING THE NOTIFICATION CENTER (GOPHER STATE ONE FOR MINNESOTA). THE CONTRACTOR AND/OR SUBCONTRACTOR AGREE TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES, WHICH MIGHT BE OCCASIONED BY HIS OR HER FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES (UNDERGROUND AND OVERHEAD). IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. THE EROSION CONTROL PLAN SHEETS ALONG WITH THE REST OF THE SWPPP MUST BE KEPT ONSITE UNTIL THE NOTICE OF TERMINATION IS FILED WITH THE MPCA, THE CONTRACTOR MUST UPDATE THE SWPPP, INCLUDING THE EROSION CONTROL PLAN SHEETS AS NECESSARY TO INCLUDE ADDITIONAL REQUIREMENTS, SUCH AS ADDITIONAL OR MODIFIED BMPS DESIGNED TO CORRECT PROBLEMS IDENTIFIED. AFTER FILING THE NOTICE OF TERMINATION, THE SWPPP, INCLUDING THE EROSION CONTROL PLAN SHEETS, AND ALL REVISIONS TO IT MUST BE SUBMITTED TO THE OWNER, TO BE KEPT ON FILE IN ACCORDANCE WITH THE RECORD RETENTION REQUIREMENTS DESCRIBED IN THE SWPPP NARRATIVE. ITEM UNIT QUANTITY SILT FENCE LINEAR FEET 11,625 SILT DIKE LINEAR FEET 0 BIO-ROLL LINEAR FEET 0 CONSTRUCTION ENTRANCE UNIT 1 INLET PROTECTION DEVICE (IP-1)UNIT 29 INLET PROTECTION DEVICE (IP-2)UNIT 21 INLET PROTECTION DEVICE (IP-3)UNIT 8 * REFER TO SHEET C5.03 FOR GENERAL NOTES, MAINTENANCE NOTES, LOCATION MAPS, AND STANDARD DETAILS PROPOSED EXISTING LEGEND NOTE TO CONTRACTOR EROSION CONTROL MATERIALS QUANTITIES CONCRETE CURB STORM SEWER DRAINTILE CONTOUR RIPRAP OVERFLOW ELEV.EOF 902.5 BIO-ROLL SILT FENCE SILT DIKE LIMITS OF DISTURBANCE SOIL BORINGS DIRECTION OF OVERLAND FLOW TEMPORARY DIVERSION DITCH CHECK DAM LIMITS OF DRAINAGE SUB-BASIN INLET PROTECTION DEVICEIP1 TEMPORARY SEDIMENT BASINSB TEMPORARY STABILIZATION MEASURES (SEED, MULCH, MATS OR BLANKETS AS OUTLINED IN THE SWPP) TSM TEMPORARY STORAGE AND PARKING AREATS TEMPORARY STONE CONSTRUCTION ENGRANCE OVERFLOW RIPRAP REFER TO GODDARD SCHOOL PLANS FOR IMPROVEMENTS BY OTHERS NO DATE BY CKD APPR SHEET OF Date License # Print Name: I hereby certify that this plan, specification, or report 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. DRAWN BY DESIGNED BY CHECKED BY PROJECT NO. PRELIMINARY DESIGN REVIEW PERMIT SUBMITTAL CONSTRUCTION DOCUMENTS REV. COMMENT Engineering | Surveying | Planning | Environmental 24.1S (LMS TECH) | JOSEPH BAILEY | 8/1/2024 2:57:28 PML:\PROJECTS\53062\CAD\CIVIL\SHEETS\53062-C5-EROS C5.01-C5.06.DWG:C5.02 PHASE 2 EROSION CONTROLROERS LAKE ELMO, LLC LAKE ELMO APARTMENTS LAKE ELMO, MN 75 53062 12/02/2021 04/18/2022 09/13/2024 EAB TLL JDB JOSEPH D. BAILEY 04/27/2023 58645 09/13/2024 TTP MCA JDB PERMIT SET 08/07/2024 TTP MCA JDB PUD SUBMITTAL PROPOSED BUILDING 13,150 S.F. FFE=1023.00 G HUDSON BOULEVARD N EXISTING R.O.W. (VARIES) 100' EXISTING R.O.W. HUDSON BOULEVARD N OUTLOT B JULIA AVE N4 T H S T R E E T N O R T H PROPOSED BUILDING 49,417 S.F. FFE=1022.00 T T VAN GFE=1011.00 WET POND 3P FILTRATION BASIN 15P FILTRATION BASIN 14P FILTRATION BASIN 13P FILTRATION BASIN 12P FILTRATION BASIN 11P INFILTRATION BASIN 7P FILTRATION BASIN 1P STORMWATER POND HWL=1000.30 LOT 1 LOT 2 INFILTRATION BASIN 4P IRRIGATION SYSTEM CONTROLS ENCLOSURE REUSE IRRIGATION PUMP INTAKE PUMP STATION/ENCLOSURE SCALE IN FEET 0 10050 NORTH NO DATE BY CKD APPR SHEET OF Date License # Print Name: I hereby certify that this plan, specification, or report 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. DRAWN BY DESIGNED BY CHECKED BY PROJECT NO. PRELIMINARY DESIGN REVIEW PERMIT SUBMITTAL CONSTRUCTION DOCUMENTS REV. COMMENT Engineering | Surveying | Planning | Environmental 24.1S (LMS TECH) | JOSEPH BAILEY | 9/12/2024 11:59:25 AML:\PROJECTS\53062\CAD\CIVIL\SHEETS\53062-C6-UTIL C3.04, C6.01-C6.05.DWG:C6.01 OVERALL UTILITY PLANROERS LAKE ELMO, LLC LAKE ELMO APARTMENTS LAKE ELMO, MN 75 53062 12/02/2021 04/18/2022 09/13/2024 EAB TLL JDB JOSEPH D. BAILEY 04/27/2023 58645 09/13/2024 TTP MCA JDB PERMIT SET 08/07/2024 TTP MCA JDB PUD SUBMITTAL OVERALL UTILITY PLAN C6.01 25 THE SUBSURFACE UTILITY INFORMATION SHOWN ON THESE PLANS IS A UTILITY QUALITY LEVEL D. THIS QUALITY LEVEL WAS DETERMINED ACCORDING TO THE GUIDELINES OF ASCE/CI 38-02, TITLED "STANDARD GUIDELINES FOR THE COLLECTION AND DEPICTION OF EXISTING SUBSURFACE UTILITY DATA." THE CONTRACTOR AND/OR SUBCONTRACTORS SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, BY CONTACTING THE NOTIFICATION CENTER (GOPHER STATE ONE FOR MINNESOTA). THE CONTRACTOR AND/OR SUBCONTRACTOR AGREE TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES, WHICH MIGHT BE OCCASIONED BY HIS OR HER FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES (UNDERGROUND AND OVERHEAD). IF THE CONTRACTOR ENCOUNTERS ANY DRAIN TILE WITHIN THE SITE, HE OR SHE SHALL NOTIFY THE ENGINEER WITH THE LOCATION, SIZE, INVERT AND IF THE TILE LINE IS ACTIVE. NO DRAIN TILE SHALL BE BACKFILLED WITHOUT APPROVAL FROM THE PROJECT ENGINEER. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. PROPOSED EXISTING LEGEND PUBLIC SANITARY SEWER FORCEMAIN (SAN.) STORM SEWER DRAINTILE PRIVATE WATERMAIN UNDERGROUND GAS LINE UNDERGROUND TELEPHONE UNDERGROUND ELECTRIC CONCRETE CURB EASEMENT LINE UTILITY CONSTRUCTION NOTES SEE NOTES AND CASTING TABLE ON PAGE C6.06 PUBLIC WATERMAIN PRIVATE SANITARY SEWER START PRIVATE SANITARY SERVICE AFTER MANHOLE PRIVATE SANITARY SERVICE PUBLIC SANITARY PUBLIC SANITARY START PRIVATE WATER SERVICE AFTER GATE VALVE PUBLIC WATERMAIN PUBLIC WATERMAIN PUBLIC WATERMAIN PUBLIC WATERMAIN START PRIVATE WATER SERVICE START PRIVATE SANITARY SERVICE AFTER MANHOLE PRIVATE SANITARY SERVICE EXISTING 12" DIP WM EXISTING 12" PVC SEWER EXISTING 6" PVC SEWER EXISTING 36" RCP INV. 983.95 (P) EXISTING 30" RCP EXISTING 30" RCP INV. 983.86 (P)EXISTING 29" x 42" CMP EXISTING 36" CMP EXISTING 12" PVC SEWER HUDSON BOULEVARD N OUTLOT B JULIA AVE N52.1 21.824.5 21.524.7 30.2 2501 2502 2503 2504 2505 2506 2507 2508 2509 2510 2511 2512 EXISTING 30" CMP SCALE IN FEET 0 10050 NORTH FOUND MONUMENT SET MONUMENT MARKED ELECTRIC METER LIGHT AIR CONDITIONER GUY ANCHOR HANDICAP STALL UTILITY POLE POST SIGN TELEPHONE PEDESTALUT ELECTRIC TRANSFORMER UG GAS METER OVERHEAD WIREOW CHAIN LINK FENCE IRON FENCE WIRE FENCE WOOD FENCE EASEMENT LINE SETBACK LINE BUILDING LINE BUILDING CANOPY BITUMINOUS SURFACE CONCRETE SURFACE LANDSCAPE SURFACE LEGEND STANDARD DUTY ASPHALT PAVING WATERMAIN SANITARY SEWER FLARED END SECTION STORM SEWER CONCRETE CURB RESTRICTED ACCESS PROPERTY SUMMARY 1.SUBJECT PROPERTIES ADDRESS IS 9450 HUDSON BLVD N, LAKE ELMO. ITS PROPERTY IDENTIFICATION NUMBER IS 34-029-21-34-0012. 2.THE GROSS AREA OF THE SUBJECT PROPERTY IS 14.143 ACRES OR 616,076 SQUARE FEET. 3.THE SUBJECT PROPERTY IS ZONED RURAL TRANSITIONAL (RT), PER ZONING MAP FOUND ON THE CITY OF LAKE ELMO WEBSITE. 4.THE BUILDING(S) AND EXTERIOR DIMENSIONS OF THE OUTSIDE WALL AT GROUND LEVEL ARE SHOWN ON THE SURVEY. IT MAY NOT BE THE FOUNDATION WALL. BENCHMARKS 1.THE VERTICAL DATUM IS BASED ON NAVD88. BENCHMARK #1 TNH EAST SIDE OF SITE ELEV.=1019.85 BENCHMARK #2 TNH WEST SIDE OF SITE ELEV.=1000.13 SURVEY NOTES 1.THE BEARING SYSTEM IS BASED ON THE WASHINGTON COUNTY COORDINATE SYSTEM, NAD83 (1986 ADJUST). WITH AN ASSUMED BEARING OF NORTH 89 DEGREES 53 MINUTES 57 SECONDS EAST FOR THE SOUTH LINE OF THE SW 1/4, SECTION 34, TOWHSHIP 29 N, RANGE 21 W. 2.FIELD WORK WAS COMPLETED ON 01/27/2022.MATCHLINE STA 8+00MATCHLINE STA 8+00HUDSON BLVD EXISTING CONDITIONS C7.00 32 NO DATE BY CKD APPR SHEET OF Date License # Print Name: I hereby certify that this plan, specification, or report 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. DRAWN BY DESIGNED BY CHECKED BY PROJECT NO. PRELIMINARY DESIGN REVIEW PERMIT SUBMITTAL CONSTRUCTION DOCUMENTS REV. COMMENT Engineering | Surveying | Planning | Environmental© 2021 Sambatek24.1S (LMS TECH) | JOSEPH BAILEY | 8/1/2024 11:52:20 AML:\PROJECTS\53062\CAD\CIVIL\SHEETS-MUNI\53062-MUNI-C2-EXCND C7.00.DWG:C7.00 HUDSON BLVD EXISTING CONDITIONSROERS COMPANIES ROERS LAKE ELMO MULTIFAMILY LAKE ELMO, MN X 53062 12/02/2021 04/18/2022 09/13/2024 EAB JGP JDB MIKE NIELSON 09/13/2024 23623 09/13/2024 TTP JDB MCA PERMIT SET 08/07/2024 TTP MCA JDB PUD SUBMITTAL MILL 2" EXISTING BITUMINOUS MILL 2" EXISTING BITUMINOUS HUDSON BOULEVARD N 1015 1000 20004 1012.59 GC B 20018 1013.00 GC PC 20019 1013.08 GC 20022 1013.14 GC 20023 1013.17 GC 20026 1013.03 GC 20027 1012.97 GC 20030 1012.99 GC 20031 1012.86 GC 20034 1012.73 GC PT E 20035 1012.76 GC B 20038 1013.22 GC20039 1013.27 GC 20043 1013.36 GC20044 1013.39 GC PC20047 1013.40 GC 20048 1013.68 GC20051 1013.75 GC 20052 1013.84 GC PT 20056 1013.94 GC E 1014101410131012101110101009100810071006100510041003100210011000999998999999997996995 102 0 2501 2502 2503 2507 2508 2509 2510 1 0 0 0 10059 9 9 1 0 0 1 100210031004REMOVE & RELOCATE EXISTING LIGHT REMOVE & RELOCATE EXISTING SIGN REMOVE 67 LF EXISTING CURB AND GUTTER TO CB REMOVE EXISTING BITUMINOUS REMOVE EXISTING 36" RCP CULVERT AND 2 FES PROTECT EXISTING UG GAS REMOVE EXISTING CONCRETE REMOVE EXISTING FES REMOVE & RELOCATE HYDRANT REMOVE EXISTING FES, PIPE AND MANHOLE REMOVE EXISTING 18" CMP CULVERT AND 2 FES SAWCUT EXISTING BITUMINOUS SAWCUT EXISTING BITUMINOUS SAWCUT EXISTING BITUMINOUS REMOVE EXISTING STRIPINGJULIA AVE980.9'17.6'18.6'8+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 20+79 EXISTING CENTERLINE996995994993992991990 73000 985.92 CP.CHK CP1 73009 989.47 TOP 73013 990.76 TOP 73018 987.86 TOP 73022 989.25 TOP 73023 989.68 TOP 73030 987.04 TOP 73032 986.51 TOP 73045 988.34 TOP 73067 986.36 TOP 73068 986.72 TOP 73082 989.79 TOP 73088 987.30 TOP 73151 989.84 GC B 73174 987.12 GC 73177 986.93 GC 73178 987.00 GC E EXISTING FES REMOVE EXISTING BITUMINOUS REMOVE EXISTING BITUMINOUS SAWCUT EXISTING BITUMINOUS HUDSON BLVD HUDSON BLVD MILL 2" EXISTING BITUMINOUSMILL 2" EXISTING BITUMINOUS 670.0'13.8'0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 EXISTING CENTERLINE SCALE IN FEET 0 10050 NORTH LEGEND GAS METER HYDRANT LIGHT STORM SEWER DRAINTILE WATERMAIN SANITARY SEWER OVERHEAD ELECTRIC WIRE UNDERGROUND TELEPHONE FORCEMAIN (SAN.) UNDERGROUND CABLE TV UNDERGROUND ELECTRIC UNDERGROUND GAS LINE WIRE FENCE IRON FENCE WOOD FENCE CHAIN LINK FENCE STONE RETAINING WALL SPRINKLER HEADSH SPRINKLER VALVESV GUARDRAIL HANDRAIL TREE LINE GUARD POST SIGN CONCRETE CURB BUILDING LINE REMOVE UTILITY STRUCTURE REMOVE EXISTING CONCRETE CURB SAW CUT EXISTING BITUMINOUS PAVEMENT REMOVE EXISTING BITUMINOUS PAVEMENT MILL EXISTING BITUMINOUS PAVEMENT REMOVE EXISTING GRAVEL DRIVE REMOVE EXISTING LANDSCAPING REMOVE EXISTING BUILDING DEMO TREE REMOVE EXISTING (DEMO LG) REMOVE UTILITY STRUCTURE DEMO LIGHT REMOVE CHAIN LINK FENCE DEMOLITION NOTES 1.DEMOLITION NOTES ARE NOT COMPREHENSIVE. CONTRACTOR SHALL VISIT THE SITE PRIOR TO CONSTRUCTION TO OBTAIN A CLEAR UNDERSTANDING OF THE INTENDED SCOPE OF WORK. 2.THE DESIGN SHOWN IS BASED ON ENGINEER'S UNDERSTANDING OF EXISTING CONDITIONS. THE EXISTING CONDITIONS SHOWN ON THIS PLAN ARE BASED UPON ALTA AND TOPOGRAPHIC MAPPING PREPARED BY SAMBATEK DATED JANUARY 31, 2022. IF CONTRACTOR DOES NOT ACCEPT EXISTING TOPOGRAPHY AS SHOWN ON THE PLANS WITHOUT EXCEPTION, CONTRACTOR SHALL HAVE MADE, AT OWN EXPENSE, A TOPOGRAPHIC SURVEY BY A REGISTERED LAND SURVEYOR AND SUBMIT IT TO THE OWNER FOR REVIEW. 3.THE CONTRACTOR IS RESPONSIBLE FOR DEMOLITION, REMOVAL, AND DISPOSING IN A LOCATION APPROVED BY ALL GOVERNING AUTHORITIES AND IN ACCORDANCE WITH APPLICABLE CODES, OF ALL STRUCTURES, PADS, WALLS, FLUMES, FOUNDATIONS, PARKING, DRIVES, DRAINAGE STRUCTURES, UTILITIES, ETC., SUCH THAT THE IMPROVEMENTS SHOWN ON THE PLANS CAN BE CONSTRUCTED. ALL FACILITIES TO BE REMOVED SHALL BE UNDERCUT TO SUITABLE MATERIAL AND BROUGHT TO GRADE WITH SUITABLE COMPACTED FILL MATERIAL PER THE GEOTECHNICAL REPORT AND/OR GEOTECHNICAL ENGINEER. 4.CLEARING AND GRUBBING: CONTRACTOR IS RESPONSIBLE FOR REMOVING ALL DEBRIS FROM THE SITE AND DISPOSING THE DEBRIS IN A LAWFUL MANNER. CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL PERMITS REQUIRED FOR DEMOLITION AND DISPOSAL. 5.CONTRACTOR IS RESPONSIBLE FOR THE DISCONNECTION OF UTILITY SERVICES TO EXISTING BUILDINGS PRIOR TO DEMOLITION OF THE BUILDINGS. 6.CONTRACTOR IS SPECIFICALLY CAUTIONED THAT LOCATIONS OF EXISTING UTILITIES SHOWN ON THIS PLAN HAVE BEEN DETERMINED FROM INFORMATION AVAILABLE. ENGINEER ASSUMES NO RESPONSIBILITY FOR THE UTILITY MAPPING ACCURACY. PRIOR TO START OF ANY DEMOLITION ACTIVITY, THE CONTRACTOR SHALL NOTIFY UTILITY COMPANIES 48 HOURS PRIOR TO ANY EXCAVATION FOR ON-SITE LOCATIONS OF EXISTING UTILITIES. THE LOCATIONS OF UTILITIES SHALL BE OBTAINED BY THE CONTRACTOR BY CALLING MINNESOTA GOPHER STATE ONE CALL AT 800-252-1166 OR 651-454-0002. 7.THE MAPPING LOCATION OF ALL EXISTING SEWERS, PIPING, AND UTILITIES SHOWN ARE NOT TO BE INTERPRETED AS THE EXACT LOCATION, OR AS THE ONLY OBSTACLES THAT MAY OCCUR ON THE SITE. VERIFY EXISTING CONDITIONS AND PROCEED WITH CAUTION AROUND ANY ANTICIPATED FEATURES. GIVE NOTICE TO ALL UTILITY COMPANIES REGARDING DESTRUCTION AND REMOVAL OF ALL SERVICE LINES AND CAP ALL LINES BEFORE PROCEEDING WITH WORK. UTILITIES DETERMINED TO BE ABANDONED SHALL BE REMOVED IF UNDER THE BUILDING INCLUDING 10' BEYOND FOUNDATIONS. 8.CONTRACTOR SHALL COORDINATE WITH RESPECTIVE UTILITY COMPANIES PRIOR TO REMOVAL AND/OR RELOCATION OF UTILITIES. CONTRACTOR SHALL COORDINATE WITH UTILITY COMPANIES CONCERNING PORTIONS OF WORK WHICH MAY BE PERFORMED BY THE UTILITY COMPANIES' FORCES AND ANY FEES WHICH ARE TO BE PAID TO UTILITY COMPANIES FOR SERVICES. CONTRACTOR IS RESPONSIBLE FOR PAYING ALL FEES AND CHARGES. 9.ELECTRICAL, TELEPHONE, CABLE, WATER, FIBER OPTIC CABLE AND/OR GAS LINES NEEDING TO BE REMOVED OR RELOCATED SHALL BE COORDINATED WITH THE AFFECTED UTILITY COMPANY. ADEQUATE TIME SHALL BE PROVIDED FOR RELOCATION AND CLOSE COORDINATION WITH THE UTILITY COMPANY IS NECESSARY TO PROVIDE A SMOOTH TRANSITION IN UTILITY SERVICE. CONTRACTOR SHALL PAY CLOSE ATTENTION TO EXISTING UTILITIES WITHIN THE ROAD RIGHT OF WAY DURING CONSTRUCTION. 10.CONTRACTOR MUST PROTECT THE PUBLIC AT ALL TIMES WITH FENCING, BARRICADES, ENCLOSURES, ETC., TO THE BEST PRACTICES. 11.CONTINUOUS ACCESS SHALL BE MAINTAINED FOR THE SURROUNDING PROPERTIES AT ALL TIMES DURING DEMOLITION OF THE EXISTING FACILITIES. 12.PRIOR TO DEMOLITION OCCURRING, ALL EROSION CONTROL DEVICES ARE TO BE INSTALLED AND APPROVED BY THE LOCAL AUTHORITY. 13.CONTRACTOR SHALL LIMIT SAW-CUT & PAVEMENT REMOVAL TO ONLY THOSE AREAS WHERE IT IS REQUIRED AS SHOWN ON THESE CONSTRUCTION PLANS BUT IF ANY DAMAGE IS INCURRED ON ANY OF THE SURROUNDING PAVEMENT, ETC. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ITS REMOVAL AND REPAIR. 14.CONTRACTOR TO PROTECT EXISTING FEATURES WHICH ARE TO REMAIN. DAMAGE TO ANY EXISTING CONDITIONS TO REMAIN WILL BE REPLACED AT CONTRACTOR'S EXPENSE. 15.ABANDON OR REMOVE ALL SANITARY, WATER AND STORM SERVICES PER CITY STANDARDS. COORDINATE ALL WORK WITH CITY. ALL STREET RESTORATION SHALL BE COMPLETED IN COMPLIANCE WITH LOCAL STANDARDS. 16.CONTRACTOR SHALL PREPARE AND SUBMIT TO THE GOVERNING AUTHORITY A TRAFFIC AND/OR PEDESTRIAN TRAFFIC PLAN PER CITY/COUNTY/STATE STANDARDS TO BE APPROVED BY THE LOCAL GOVERNING AUTHORITY.MATCHLINEMATCHLINEHUDSON BLVD REMOVAL PLAN C7.01 33 NO DATE BY CKD APPR SHEET OF Date License # Print Name: I hereby certify that this plan, specification, or report 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. DRAWN BY DESIGNED BY CHECKED BY PROJECT NO. PRELIMINARY DESIGN REVIEW PERMIT SUBMITTAL CONSTRUCTION DOCUMENTS REV. COMMENT Engineering | Surveying | Planning | Environmental© 2021 Sambatek24.1S (LMS TECH) | JOSEPH BAILEY | 8/1/2024 11:52:29 AML:\PROJECTS\53062\CAD\CIVIL\SHEETS-MUNI\53062-MUNI-C2-DEMO C7.01.DWG:C7.01 HUDSON BLVD REMOVAL PLANROERS COMPANIES ROERS LAKE ELMO MULTIFAMILY LAKE ELMO, MN X 53062 12/02/2021 04/18/2022 09/13/2024 EAB JGP JDB MIKE NIELSON 09/13/2024 23623 09/13/2024 TTP JDB MCA PERMIT SET 08/07/2024 TTP MCA JDB PUD SUBMITTAL JULIA AVENUER35 ' 8' SHARED USE BITUMINOUS PATH 8' SHARED USE BITUMINOUS PATH R 1 5 'R15'R15'HUDSON BOULEVARD N OUTLOT B JULIA AVE N40062 1015.59 L.POST 40173 1014.29 BENCH B 40174 1014.28 BENCH E SIGN 1013.95 T T VAN LOT 1 LOT 2 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 15'16'13'12'6'VARIES36,730 SF NEW BITUMINOUS NORTH HALF RECONSTRUCTION TO URBAN SECTION BEGIN B624 CURB & GUTTER END ROADWAY IMPROVEMENTS STA 12+51.3 (MATCH EXISTING) PROPOSED EDGE OF BITUMINOUS END B624 CURB & GUTTER 46.5' FOC TO EOP 46.5' FOC TO EOP RIGHT OF WAY PROTECT EXISTING UG GAS ADJUST MH CASTING 260.0'180.0'815.0' TAPER TO EXISTING SHOULDER STRIPING TAPER 50:1 TAPER 50:1 TAPER STRIPED MEDIAN TURN LANE RECONSTRUCTION OF NORTH HALF OF HUDSON BLVD TO URBAN SECTION 132.0'65.0' BEGIN FULL WIDTH ROADWAY IMPROVEMENTS STA 08+46.4 (MATCH EXISTING) TURN LANE SCALE IN FEET 0 12060 NORTHPROPERTY LINE CONCRETE CURB BUILDING LINE RETAINING WALL TREE LINE HEAVY DUTY ASPHALT PAVING CONCRETE PAVING CONCRETE SIDEWALK PROPOSED EXISTING LEGEND SOIL BORING999.9 ST # DRAINTILE WETLAND LIMITS 800 SPOT ELEVATIONS EOF 902.5 OVERFLOW ELEV. MILL AND OVERLAY EXISTING PAVEMENT EXISTING DEVELOPMENT EXISTING DEVELOPMENT EXISTING DEVELOPMENT CONSTRUCTION LIMITS EXPANDED POND FOR HUDSON BLVD IMPROVEMENTS AND EXISTING JULIA AVENUE PROPOSED BUILDING PEDESTRIAN CURB RAMPS PEDESTRIAN CURB RAMP POND 3P FOR STORMWATER IRRIGATION REUSE 1.POND 3P TO BE USED FOR STORMWATER IRRIGATION REUSE NOTES GENERAL SITE PLAN C7.02 34 NO DATE BY CKD APPR SHEET OF Date License # Print Name: I hereby certify that this plan, specification, or report 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. DRAWN BY DESIGNED BY CHECKED BY PROJECT NO. PRELIMINARY DESIGN REVIEW PERMIT SUBMITTAL CONSTRUCTION DOCUMENTS REV. COMMENT Engineering | Surveying | Planning | Environmental© 2021 Sambatek24.1S (LMS TECH) | JOSEPH BAILEY | 8/1/2024 11:52:39 AML:\PROJECTS\53062\CAD\CIVIL\SHEETS-MUNI\53062-MUNI-C-SITE PLAN C7.02.DWG:C7.02 GENERAL SITE PLANROERS COMPANIES ROERS LAKE ELMO MULTIFAMILY LAKE ELMO, MN X 53062 12/02/2021 04/18/2022 09/13/2024 EAB JGP JDB MIKE NIELSON 09/13/2024 23623 09/13/2024 TTP JDB MCA PERMIT SET 08/07/2024 TTP MCA JDB PUD SUBMITTAL 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+000+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 993 994988989 990 987 987 985 984 991 992995 996 997 986985 984 983 996 9971000 985 990 995 9 8 6 987 988989 991 992 993 994 996 997 998 999 986 987 987 988 989 990991988 989 990 991 992993994995996997998994993 991990989982983984985 9991 0 0 010011 0 0 2 100199899710009991001EXISTING 12" DIP WM EXISTING 12" PVC SEWER EXISTING 6" PVC SEWER EXISTING 30" RCP INV. 983.86 (P) EXISTING 29" x 42" CMP EXISTING 36" CMP 8+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 RCP 8+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 9991000 1001 996 9971000 1000 1005 1010 996 997 998 999 1001 1002 1003 1004 1006 1007 1008 1009 1011 1012 101210139989991 0 0 010011 0 0 2 10019989971002 100010051010999100110021003100410061007100810091011 1012 1013 10141014 303 HUDSON BOULEVARD N 2501 2502 2507 2508 2509 2510 SCALE IN FEET 0 10050 NORTH PROPERTY LINE CONCRETE CURB BUILDING LINE RETAINING WALL TREE LINE HEAVY DUTY ASPHALT PAVING CONCRETE PAVING CONCRETE SIDEWALK PAVEMENT BY OTHERS (SEE ARCHITECTURAL PLANS) PROPOSED EXISTING LEGEND SOIL BORING999.9 ST # STORM SEWER DRAINTILE WETLAND LIMITS 800 SPOT ELEVATIONS RIPRAP EOF 902.5 OVERFLOW ELEV. STANDARD DUTY ASPHALT PAVING JANUARY 2022 STANDARD DRAWING NO. CITY OF LAKE ELMO 600A LAKE ELMO JANUARY 2022 STANDARD DRAWING NO. CITY OF LAKE ELMO 600B LAKE ELMO JANUARY 2022 STANDARD DRAWING NO. CITY OF LAKE ELMO 600C LAKE ELMO JANUARY 2022 STANDARD DRAWING NO. CITY OF LAKE ELMO 600D LAKE ELMO MATCHLINE STA 8+00MATCHLINE STA 8+00HUDSON BLVD GRADING PLAN C7.03 35 06 NO DATE BY CKD APPR SHEET OF Date License # Print Name: I hereby certify that this plan, specification, or report 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. DRAWN BY DESIGNED BY CHECKED BY PROJECT NO. PRELIMINARY DESIGN REVIEW PERMIT SUBMITTAL CONSTRUCTION DOCUMENTS REV. COMMENT Engineering | Surveying | Planning | Environmental© 2021 Sambatek24.1S (LMS TECH) | JOSEPH BAILEY | 8/1/2024 11:55:22 AML:\PROJECTS\53062\CAD\CIVIL\SHEETS-MUNI\53062-MUNI-C4-GRADE C7.03, C7.08-C7.17.DWG:C7.03 HUDSON BLVD GRADING PLANROERS COMPANIES ROERS LAKE ELMO MULTIFAMILY LAKE ELMO, MN X 53062 12/02/2021 04/18/2022 09/13/2024 EAB JGP JDB MIKE NIELSON 09/13/2024 23623 09/13/2024 TTP JDB MCA PERMIT SET 08/07/2024 TTP MCA JDB PUD SUBMITTAL 2512 999100010011002100 0 100 1 100 2 100 3 999 998 10031 0 0 4 10 0 5 1006 1007 1008 1006 100 5 1 0 0 4 1003 1002 -17.10%-21.84% -2. 4 3 %-1.42% - 1 . 9 4%-4.45%-0.50%-1.56%-0.50%-0.50%-1.18% 1003.00 1002.01 1009.46 1009.39 1009.92 1009.00 1010.00 1009.60 1008.81 1009.90 1006.80 1006.36 1006.10 1006.71 1006.84 1007.25 1010.26 1008.85 1008.99 1009.19 1009.32 1009.46 1009.25 1010.57 1009.79 1009.87 1008.42 1011.77 1008.41 1010.601011.52 1012.37 1011.62 1011.62 1010.77 1010.88 1011.12 1007.32 1008.00 1008.08 1008.61 1009.09 1008.71 1008.51 1009.12 1008.48 ??? ???100 YR HWL = 1000 .31 1010.50 -32.51% 1009.89 1010.15 1010.37 1010.15 1010.741010.66 1010.67 1010.721010.64 1010.68 1010.76 1011.05 1011.10 1011.101 0 0 5 10031 0 0 4 1 0 0 6 1 0 0 7 1 0 0 8 1 0 0 9 990995 1000 991 992 993 994 996 997 998 999 1001100110021003 101099510001005991992993994996997998999100110021003100410111005100210021003100410061007 10081005100210031004100610071008100910091005100610079909959951000 1005 1 0 0 5 1 0 1 0 101010111011100010059989991001100210031004100610071010101199899999099510009919929939949969979989991001100210031011100 810059909951000 100510041006100710081009101 0 10 0 7 100 8 100 9 10091010RCPHWL: 1000.3NWLBOTSTORMWATER POND BOT=989.5 NWL=997.0 HWL=1000.30 ADDITIONAL STORAGE CAPACITY = 42,976 CU FT SCALE IN FEET 0 4020 NORTH 902.5 X 902 SPOT ELEVATION CONTOUR RIP RAP OVERFLOW ELEV. CURB & GUTTER BUILDING RETAINING WALL PROPERTY LIMIT EXISTINGPROPOSED LEGEND WETLAND LIMITS TREELINE STORM SEWER SOIL BORINGS DRAINTILE EOF 902.5 D POND CLAY NOTES: 1.In-Place Permeability: 1 x 10-7 cm/sec or less. 2.Grain Size: P200 content 50 percent by weight or greater, maximum gravel content 5 percent by weight. Maximum particle size of 2.5 inch in any dimension. 3.Clay Content: 25 percent by weight or greater (.002 mm). 4.Liquid Limit: 25 percent or greater. 5.Plasticity Index: 12 percent or greater. 6.Compaction: 95 percent Standard Proctor density or greater depending on Contractor source testing results. 7.Source Testing: The Contractor shall supply test results from an independent testing lab for a sample taken at the clay source to verify the above specifications are met. Testing shall include compaction, grain size, Atterberg limits, and permeability using a relatively undisturbed thin wall sample (Shelby tube). The in-place testing frequency shall be sample tested every 1,000 CY of clay placed. 8.Clay liner shall be placed to NWL. WEST DETENTION POND EXPANSION PLAN C8.04 59 NO DATE BY CKD APPR SHEET OF Date License # Print Name: I hereby certify that this plan, specification, or report 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. DRAWN BY DESIGNED BY CHECKED BY PROJECT NO. PRELIMINARY DESIGN REVIEW PERMIT SUBMITTAL CONSTRUCTION DOCUMENTS REV. COMMENT Engineering | Surveying | Planning | Environmental© 2021 Sambatek24.1S (LMS TECH) | JOSEPH BAILEY | 8/1/2024 2:53:36 PML:\PROJECTS\53062\CAD\CIVIL\SHEETS-MUNI\53062-MUNI-C8.04-POND.DWG:C8.04 WEST DETENTION POND EXPANSION PLANROERS COMPANIES ROERS LAKE ELMO MULTIFAMILY LAKE ELMO, MN X 53062 12/02/2021 04/18/2022 09/13/2024 EAB JGP JDB MIKE NIELSON 09/13/2024 23623 09/13/2024 TTP JDB MCA PERMIT SET 08/07/2024 TTP MCA JDB PUD SUBMITTAL HUDSON BOULEVARD N JULIA AVE N4TH S T R E E T N O R T H PROPOSED BUILDING 49,417 S.F. FFE=1022.00 T T VAN GFE=1011.00 LOT 1 LOT 2 20' SETBACK20' SETBACK 20' SETBACK20' SETBACK(PRIVATE ROAD)(PRIVATE ROAD)DOG RUN PROPOSED BUILDING 13,150 S.F. FFE=1023.00 20' SETBACK20' SETBACK 20' SETBACK20' SETBACK52'X30' SPORT COURT T G HUDSON BOULEVARD N EXISTING R.O.W. (VARIES) 100' EXISTING R.O.W. INFILTRATION BASIN 7P PRIVATELY OWNED AND MAINTAINED 100-YR HWL = 1009.82 BOTTOM = 1003.42 CONSTRUCTED BY OTHERS INFILTRATION NO DATE BY CKD APPR SHEET OF Date License # Print Name: DRAWN BY DESIGNED BY CHECKED BY I hereby certify that this plan, specification, or report 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. PROJECT NO. PRELIMINARY DESIGN REVIEW PERMIT SUBMITTAL CONSTRUCTION DOCUMENTS REV. COMMENT Engineering | Surveying | Planning | Environmental 24.1S (LMS TECH) | JOSEPH BAILEY | 8/7/2024 9:24:45 AML:\PROJECTS\53062\CAD\CIVIL\SHEETS\53062-L0-TREE.DWG:L0.01 TREE PRESERVATIONROERS LAKE ELMO, LLC LAKE ELMO APARTMENTS LAKE ELMO, MN 75 53062 12/02/2021 04/18/2022 09/13/2024 MJL JRW MJL JOHN WORKMAN 04/17/2023 59119 09/13/2024 TTP MCA JDB PERMIT SET 08/07/2024 TTP MCA JDB PUD SUBMITTAL CALCULATIONS INCHES ON SITE (RESIDENTIAL) CONIFERS INCHES COMMON INCHES HARDWOOD INCHES INCHES ON SITE (COMMERCIAL) CONIFERS INCHES COMMON INCHES HARDWOOD INCHES *MITIGATION TREES WILL BE FULFILLED CONCURRENTLY WITH LANDSCAPE REQUIREMENTS LEGEND LAKE ELMO LANDSCAPE CODE TREE REMOVAL REQ. TREES 2 7 15 3 REQ. INCHES 9/2 = 5 34/2 = 17 150/4 = 38 15/2 = 8 Tree replacement calculations. Thirty (30) percent of the total diameter inches of significant trees on the site of new construction, new development, or redevelopment may be removed without replacement. The applicant shall plant all required replacement trees on the site of the proposed new construction, new development, or redevelopment. The following calculation procedure must be used to determine tree replacement requirements: Tally the total number of diameter inches of all significant trees on the site. A calculation must be provided which breaks out the number of inches removed for hardwood, evergreen/deciduous, and common trees. The thirty (30) percent removal figure applies to each category individually and trees are replaced according to the Tree Replacement Schedule in subsection (c)(8) of this section. Tree replacement schedule. Tree removals over the allowable tree removal limit on the parcel or site of new construction, new development, or redevelopment shall be replaced according to the following schedule: Common tree species shall be replaced with new trees at a rate of one-fourth (1/4) the diameter inches removed. 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 equals Diameter Inches of Credit. Hardwood deciduous tree species shall be replaced with new hardwood deciduous trees at a rate of one-half (1/2) the diameter inches removed. Replacement tree size. Replacement trees must meet the minimum sizes listed in LEC 105.12.480. SCALE IN FEET 0 10050 NORTH REMOVED 13 - - 34 150 15 2501 White Spruce (Picea glauca)13 Coniferous Remove 2502 Red Maple (Acer rubrum)9 Hardwood Remove 2503 Red Maple (Acer rubrum)6 Hardwood Remove 2504 Silver Maple (Acer saccharinum)16 Common Remove 2505 Silver Maple (Acer saccharinum)19 Common Remove 2506 Silver Maple (Acer saccharinum)24 Common Remove 2507 Silver Maple (Acer saccharinum)31 Common Remove 2508 Silver Maple (Acer saccharinum)30 Common Remove 2509 White Spruce (Picea glauca)11 Coniferous Remove 2510 White Spruce (Picea glauca)10 Coniferous Remove 2511 Silver Maple (Acer saccharinum)17,13 Common Remove 2512 Austrian Pine (Pinus nigra)13 Coniferous Remove PROPOSED 2 7* 15* 3* EASEMENT CURB & GUTTER BUILDING RETAINING WALL SIGN PIPE BOLLARD STANDARD DUTY ASPHALT PAVING CONCRETE PAVING PROPERTY LIMIT EXISTINGPROPOSED WETLAND LIMITS TREELINE CONCRETE SIDEWALK S S SANITARY SEWER LANDSCAPE EDING STORM SEWER WATERMAIN FORCEMAIN (SAN.) YARDDRAIN TREE PROTECTION FENCE LIMITS OF DISTURBANCE TREE TO BE REMOVED D S LS RIPRAP ON SITE 13 - - 34 150 15 LAKE ELMO TREE PRESERVATION CODE ALLOWABLE(30%) 4 INCHES TREE PRESERVATION L0.01 67 HUDSON BOULEVARD N JULIA AVE N4TH STREET NO R T H COLORED, STAMPED CONCRETE, RANDOM FLAGSTONE PATTERN SNOW STORAGE PROPOSED BUILDING 49,417 S.F. FFE=1022.00 T T VAN GFE=1011.00 1009.89 1010.15 1010.37 1010.15 1010.741010.66 1010.67 1010.721010.641010.68 1010.76 1011.05 1011.10 1011.10 10201016101710181019102110221020 101710181019 10101015102010011002100310101010 101010151 0 2 0 101510131014 1016 1017 101510111 0 1 2 1 0 1 3 1 0 1 4 1016 1 0 1 7 1 0 1 8 102 0 10 2 1 10051002100210031004100610071008 1020101910211022995 995 1000 1000 1005 1010 10109909959951000 1005 1 0 0 5 1 0 1 0 101510201011101210131014101610171018101910 2 11021 1016101710181020 10 1 9 1015 1020 10151014 1016 1017 1018 1020 1016101710181019 1020102110221011 1011101110111010 10051015 10201016101710181019 102110 2 1 1021 1011 1 0 1 2 1010100710101010 100 810059909951000 10091010 10101010.861010.77 1010.371010.30 THUNDER GRAY INTEGRAL CONCRETE COLOR 1011 24 20 16 16 12 179912 11 1 4" ST CLOUD GRANITE CHIPS PROPOSED BUILDING 13,150 S.F. FFE=1023.00 G HUDSON BOULEVARD N EXISTING R.O.W. (VARIES) 100' EXISTING R.O.W. SS 10 2 NS 1 HB1 GB 1 HL 1 HL 1 HB 1 GB 1 HB HL 1 1 HL 1 GB 1 HB 1 SG HL 1 1 NS 1 BL RB 3 RB 1 3 RB BS 2 1 SO 1 GB 3 IL WP 3 1 PE JSM 11 1 SG 1 HB 1 SG 1 SG 1 GB 1 HB 1 GB 3 BS 3 BF 1 BS 1 PE HB 2 1 BL 3 PE SG 1 GB 1 WP 3 GB 1 3 WP 2 BS GB 1 3 BF BS 6 BF 2 1 HB 1 WP WP 3 1 GB CRUSHED LIMESTONE WALK SEE DETAIL 4/L1.04 BF 1 SG 1 1 RB2 SEE DETAIL 2/L1.04 SEE DETAIL 3/L1.04 BL 2 BL 3 WET POND 3P IRRIGATION REUSE POND SNOW STORAGE SNOW STORAGE SNOW STORAGE A A A A A A A A A TWENTY 24-30" GLACIAL BOULDERS JVS 3 NO DATE BY CKD APPR SHEET OF Date License # Print Name: DRAWN BY DESIGNED BY CHECKED BY I hereby certify that this plan, specification, or report 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. PROJECT NO. PRELIMINARY DESIGN REVIEW PERMIT SUBMITTAL CONSTRUCTION DOCUMENTS REV. COMMENT Engineering | Surveying | Planning | Environmental 24.1S (LMS TECH) | JOSEPH BAILEY | 9/12/2024 2:53:41 PML:\PROJECTS\53062\CAD\CIVIL\SHEETS\53062-L1-LSCP.DWG:L1.01 LANDSCAPE PLANROERS LAKE ELMO, LLC LAKE ELMO APARTMENTS LAKE ELMO, MN 75 53062 12/02/2021 04/18/2022 09/13/2024 MJL JRW MJL JOHN WORKMAN 04/17/2023 59119 09/13/2024 TTP MCA JDB PERMIT SET 08/07/2024 TTP MCA JDB PUD SUBMITTAL CALCULATIONS OVERALL TREES FOR DISTURBED AREA (5 per ACRE) OVERALL STREET TREES (1 per 50 LF OF FRONTAGE) OVERALL ADDITIONAL REPLACEMENT TREES TOTAL REQUIRED TREES PERIMETER LOT TREES (RESIDENTIAL: 1 per 40 LF) PARKING LOT (RESIDENTIAL) PARKING LOT (COMMERCIAL) LEGEND EASEMENT CURB & GUTTER BUILDING RETAINING WALL SIGN PIPE BOLLARD STANDARD DUTY ASPHALT PAVING CONCRETE PAVING PROPERTY LIMIT EXISTINGPROPOSED LAKE ELMO LANDSCAPE CODE WETLAND LIMITS TREELINE PROPOSED 88 26 2 116 22 12 5 CONCRETE SIDEWALK S S SANITARY SEWER LANDSCAPE EDING STORM SEWER WATERMAIN FORCEMAIN (SAN.) YARDDRAIN LIMITS OF DISTURBANCE D S LS RIPRAP REQUIRED 61 26 2 89 19 12 5 A minimum of one tree shall be planted for every 50 feet of street frontage, lake shore or stream frontage, or fraction thereof. In addition to the requirements of subsection (c)(1) of this section, a minimum of five trees shall be planted for every one acre of land that is disturbed by development activity. Such trees may be used for parking lot landscaping or screening as specified in subsections (d) and (e) of this section. At least five percent of the interior area of parking lots with more than 30 spaces shall be devoted to landscape planting areas. Areas may consist of islands or corner planting beds. A variety of trees and shrubs should be used to provide visual interest year-round. No more than 50 percent of the required number of trees and shrubs may consist of any one species. A minimum of 25 percent of the required number of trees shall be deciduous shade trees, and a minimum of 25 percent shall be coniferous trees. Ornamental trees may be used when applied towards landscaping requirements. However, the number of trees shall not exceed 15 percent of the required amount. SCALE IN FEET 0 10050 NORTH TREE SCHEDULE TREES CODE BOTANICAL / COMMON NAME CONT CAL SIZE QTY SG Acer freemanii `Sienna Glen` / Sienna Glen Maple B & B 2.5"Cal 6 RB Betula nigra `Cully` TM / Heritage Birch B & B 2.5"Cal.7 RB2 Betula nigra `Cully` TM / Heritage Birch Clump Form B & B Clump 10`1 HB Celtis occidentalis / Common Hackberry B & B 2.5"Cal 9 GB Ginkgo biloba `Autumn Gold` TM / Maidenhair Tree B & B 2.5"Cal 10 HL Gleditsia triacanthos `Skyline` / Skyline Honey Locust B & B 2.5"Cal 5 SO Quercus bicolor / Swamp White Oak B & B 2.5"Cal 1 BL Tilia americana `Boulevard` / Boulevard Linden B & B 2.5"Cal 7 PE Ulmus americana `Princeton` / American Elm B & B 2.5"Cal 5 CONIFERS CODE BOTANICAL / COMMON NAME CONT CAL SIZE QTY BF Abies balsamea / Balsam Fir B & B 6`9 JSM Juniperus scopulorum 'Medora' / Medora Juniper B & B 7`11 JVS Juniperus virginiana 'Skyrocket' / Skyrocket Eastern Redcedar B & B 6`2 NS Picea abies / Norway Spruce B & B 6`3 BS Picea glauca densata / Black Hills Spruce B & B 6`14 WP Pinus strobus / White Pine B & B 6`13 ORN. TREES CODE BOTANICAL / COMMON NAME CONT CAL SIZE QTY SS Malus x `Spring Snow` / Spring Snow Crab Apple B & B 2"Cal 10 IL Syringa reticulata `Ivory Silk` / Ivory Silk Japanese Tree Lilac B & B 2"Cal 3 TREE SCHEDULE GROUND COVERS CODE BOTANICAL / COMMON NAME CONT SRBMP BSWR Pilot Seeed Mix / Shallow Rooted BMP Mix General Seed 33-261 MNDOT Seed Mix 33-261 / Ponds and Wet Areas Seed 35-241 MNDOT Seed Mix 35-241 / Mesic Prairie General Seed PG Rock Mulch / Pea Gravel . ROCK Rock Mulch / 1.5" St. Cloud Granite Rock Mulch ROCK2 Rock Mulch / 6-12" Boulders Mulch TUR HIG Turf Sod Highland Sod / Sod Sod GROUNDCOVER SCHEDULE LANDSCAPE PLAN L1.01 68 MENARDS® CONCRETE SPLASH BLOCK MODEL #: 1794467 SKU: 1794467 A 6 JULIA AVE NPROPOSED BUILDING 49,417 S.F. FFE=1022.00 T T VAN GFE=1011.00 1009.89 1010.15 1010.37 1010.15 1010.741010.66 1010.67 1010.721010.64 1010.68 1010.76 1011.05 1011.10 1011.10 102010161017101810191020 101710181019 10101010 101010151 0 2 0 1015 1013 1014 1016 1017 1 0 1 510111 0 1 2 1 0 1 3 1 0 1 4 1 0 1 6 1 0 1 7 1 0 1 8 102 0 10 2 1 9951000 1005 1 0 0 5 1 0 1 0 101510201011101210131014101610171018101910 2 11021 1016101710181020 10 1 9 10151014 1016 1017 1018 1020 1016101710181019 1020 102110221011 101110111011101510201016101710181019 102110 2 1 1021 1011 1 0 1 2 1010100710101010 1010 10101010.861010.77 1010.371010.30 THUNDER GRAY INTEGRAL CONCRETE COLOR 1011 24 20 16 16 12 179912 11 1 4" ST CLOUD GRANITE CHIPS CRUSHED LIMESTONE WALK SEE DETAIL 4/L1.04 SEE DETAIL 2/L1.04 SEE DETAIL 3/L1.04 SSL 6 LH 24 KFG 8 KFG 8 KFG 8 BH 15 KFG 13 SW 3 LH 2 DW 15 BH 15 BH 11 BH 13 KFG 13 KFG 6 SBA 6 PMS 5 HA 3 GL 3 GL 2 RD VTC 3 YD 2 3 YD SDI 1 MV 5 MV 55 MV MV 5 MV 5 MV 5 3 MV 3 VTC VTC 3 SNOW STORAGE SNOW STORAGE SNOW STORAGE A A A A A A A A A 13 SBA 5 PSB 5 PSB 5 PSB TWENTY 24-30" GLACIAL BOULDERS 3 LH 3 LH LH 33 LH 3 LH LH 3 3 LH LH 3 3 LH JHP 17 CD 6 SCALE IN FEET 0 6030 NORTH NO DATE BY CKD APPR SHEET OF Date License # Print Name: DRAWN BY DESIGNED BY CHECKED BY I hereby certify that this plan, specification, or report 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. PROJECT NO. PRELIMINARY DESIGN REVIEW PERMIT SUBMITTAL CONSTRUCTION DOCUMENTS REV. COMMENT Engineering | Surveying | Planning | Environmental 24.1S (LMS TECH) | JOSEPH BAILEY | 9/12/2024 2:53:41 PML:\PROJECTS\53062\CAD\CIVIL\SHEETS\53062-L1-LSCP.DWG:L1.02 SHRUB PLAN - NORTHROERS LAKE ELMO, LLC LAKE ELMO APARTMENTS LAKE ELMO, MN 75 53062 12/02/2021 04/18/2022 09/13/2024 MJL JRW MJL JOHN WORKMAN 04/17/2023 59119 09/13/2024 TTP MCA JDB PERMIT SET 08/07/2024 TTP MCA JDB PUD SUBMITTAL LEGEND EASEMENT CURB & GUTTER BUILDING RETAINING WALL SIGN PIPE BOLLARD STANDARD DUTY ASPHALT PAVING CONCRETE PAVING PROPERTY LIMIT EXISTINGPROPOSED WETLAND LIMITS TREELINE CONCRETE SIDEWALK S S SANITARY SEWER LANDSCAPE EDING STORM SEWER WATERMAIN FORCEMAIN (SAN.) YARDDRAIN LIMITS OF DISTURBANCE D S LS RIPRAP SHRUB SCHEDULE MATCHLINE SEE SHEET L1.03 SEE L1.06 SHRUB PLAN - NORTH L1.02 69 6 SYMBOL CODE BOTANICAL / COMMON NAME CONT QTY SHRUBS YD Cornus alba `Bud`s Yellow` / Bud`s Yellow Dogwood 5 gal 5 RD Cornus baileyi / Bailey`s Red-twig Dogwood 5 gal 2 CD Cornus sericea `Alleman`s Compact` / Dwarf Red Twig Dogwood 5 gal 6 BH Diervilla lonicera / Dwarf Bush Honeysuckle 5 gal 56 LH Hydrangea paniculata `Jane` / Little Lime Hydrangea 5 gal 53 JHP Juniperus horizontalis `Prince of Wales` / Prince Of Wales Juniper 5 gal 17 PMS Philadelphus x 'Miniature Snowflake' / Miniature Snowflake Mockorange 5 gal.6 SW Physocarpus opulifolius `Summer Wine` / Summer Wine Ninebark 5 gal 3 GL Rhus aromatica `Gro-Low` / Gro-Low Fragrant Sumac 5 gal 6 SDI Salix discolor / Pussy Willow 5 gal 1 SSL Sorbaria sorbifolia `Levgreen` TM / Matcha Ball Ash Leaf Spirea 5 gal.6 HA Thuja occidentalis `Holmstrup` / Holmstrup Cedar 10 gal 5 MV Viburnum lantana `Mohican` / Mohican Wayfaring Tree 5 gal 33 VTC Viburnum trilobum `Compactum` / Compact American Cranberrybush 5 gal 9 GRASSES KFG Calamagrostis x acutiflora `Karl Foerster` / Feather Reed Grass 1 gal 63 PERENNIALS SBA Allium x `Summer Beauty` / Summer Beauty Allium 1 gal 19 PSB Phlox subulata `Emerald Blue` / Emerald Blue Creeping Phlox 1 gal.15 PLANT SCHEDULE SHRUB NORTH HUDSON BOULEVARD N JULIA AVE NCOLORED, STAMPED CONCRETE, RANDOM FLAGSTONE PATTERN SNOW STORAGE 1010.15 1010.37 1010.15 1010.741010.66 1010.67 1010.721010.64 1010.68 1010.76 1011.05 1011.10 1011.10 1020101610171018101910211022101010151020100310101010 101010151 0 2 0 1015 1013 1014 1016 1017 1 0 1 510111 0 1 2 1 0 1 3 1 0 1 4 1 0 1 6 1 0 1 7 1 0 1 8 102 0 10 2 1 1005100210021003100410061007 10081020101910211022995 995 1000 1000 1005 1010 10109909959951000 1005 1 0 0 5 1 0 1 0 1016101710181020 1015 1020 1010 1005 100 810059909951000 10091010THUNDER GRAY INTEGRAL CONCRETE COLOR 11 PROPOSED BUILDING 13,150 S.F. FFE=1023.00 G HUDSON BOULEVARD N EXISTING R.O.W. (VARIES) 100' EXISTING R.O.W. CRUSHED LIMESTONE WALK LH 24 YD 7 CD 5 YD 6 YD 4 CD 4 YD 3 CD 5 DW 3 5 YD7 DW 5 CD 2 YD 7 DW 2 YD 5 DW 5 CD 4 DW 3 YD 3 DW 6 SBA 5 HA 3 GL 2 RD YD 2 3 YD SDI 1 WET POND 3P IRRIGATION REUSE POND SNOW STORAGE TWENTY 24-30" GLACIAL BOULDERS JHP 17 CD 6 SCALE IN FEET 0 6030 NORTH NO DATE BY CKD APPR SHEET OF Date License # Print Name: DRAWN BY DESIGNED BY CHECKED BY I hereby certify that this plan, specification, or report 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. PROJECT NO. PRELIMINARY DESIGN REVIEW PERMIT SUBMITTAL CONSTRUCTION DOCUMENTS REV. COMMENT Engineering | Surveying | Planning | Environmental 24.1S (LMS TECH) | JOSEPH BAILEY | 9/12/2024 2:53:41 PML:\PROJECTS\53062\CAD\CIVIL\SHEETS\53062-L1-LSCP.DWG:L1.03 SHRUB PLAN - SOUTHROERS LAKE ELMO, LLC LAKE ELMO APARTMENTS LAKE ELMO, MN 75 53062 12/02/2021 04/18/2022 09/13/2024 MJL JRW MJL JOHN WORKMAN 04/17/2023 59119 09/13/2024 TTP MCA JDB PERMIT SET 08/07/2024 TTP MCA JDB PUD SUBMITTAL LEGEND EASEMENT CURB & GUTTER BUILDING RETAINING WALL SIGN PIPE BOLLARD STANDARD DUTY ASPHALT PAVING CONCRETE PAVING PROPERTY LIMIT EXISTINGPROPOSED WETLAND LIMITS TREELINE CONCRETE SIDEWALK S S SANITARY SEWER LANDSCAPE EDING STORM SEWER WATERMAIN FORCEMAIN (SAN.) YARDDRAIN LIMITS OF DISTURBANCE D S LS RIPRAP SHRUB SCHEDULE MATCHLINE SEE SHEET L1.02 SHRUBS CODE BOTANICAL / COMMON NAME CONT QTY YD Cornus alba `Bud`s Yellow` / Bud`s Yellow Dogwood 5 gal 32 CD Cornus sericea `Alleman`s Compact` / Dwarf Red Twig Dogwood 5 gal 24 DW Salix purpurea `Nana` / Dwarf Arctic Willow 5 gal 29 PLANT SCHEDULE SHRUB SOUTH SHRUB PLAN - SOUTH L1.03 70 PROPOSED IRRIGATION CONTROLS/METER PROPOSED IRRIGATION PUMP PROPOSED PUMP INTAKE NO DATE BY CKD APPR SHEET OF Date License # Print Name: DRAWN BY DESIGNED BY CHECKED BY I hereby certify that this plan, specification, or report 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. PROJECT NO. PRELIMINARY DESIGN REVIEW PERMIT SUBMITTAL CONSTRUCTION DOCUMENTS REV. COMMENT Engineering | Surveying | Planning | Environmental 24.1S (LMS TECH) | JOSEPH BAILEY | 9/12/2024 2:53:41 PML:\PROJECTS\53062\CAD\CIVIL\SHEETS\53062-L1-LSCP.DWG:L1.04 LANDSCAPE DETAILS AND NOTESROERS LAKE ELMO, LLC LAKE ELMO APARTMENTS LAKE ELMO, MN 75 53062 12/02/2021 04/18/2022 09/13/2024 MJL JRW MJL JOHN WORKMAN 04/17/2023 59119 09/13/2024 TTP MCA JDB PERMIT SET 08/07/2024 TTP MCA JDB PUD SUBMITTAL MULCH/DECORATIVE ROCK PER PLAN AND LANDSCAPE NOTES 3 16" THICK STEEL EDGER (BLACK) W/ 15" STAKE. FINISHED GRADE AND EDGE CONDITION VARIES - SEE PLAN STEEL EDGER 1 1/2" = 1'-0" L1.04 P-06 1 GENERAL NOTES: 1.THE CONTRACTOR SHALL INSPECT THE SITE AND BECOME FAMILIAR WITH THE EXISTING CONDITIONS RELATING TO THE NATURE AND SCOPE OF THE WORK. 2.THE CONTRACTOR SHALL VERIFY PLAN LAYOUT AND BRING TO THE ATTENTION OF THE LANDSCAPE ARCHITECT DISCREPANCIES WHICH MAY COMPROMISE THE DESIGN OR INTENT OF THE LAYOUT. 3.THE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLYING WITH ALL APPLICABLE CODES, REGULATIONS, AND PERMITS GOVERNING THE WORK. 4.THE CONTRACTOR SHALL PROTECT EXISTING ROADS, CURBS/GUTTERS, TRAILS, TREES, LAWNS AND SITE ELEMENTS DURING CONSTRUCTION. DAMAGE TO SAME SHALL BE REPAIRED AND/OR REPLACED AT NO ADDITIONAL COST TO THE OWNER. 5.LOCATE AND VERIFY ALL UTILITIES, INCLUDING IRRIGATION LINES, WITH THE OWNER FOR PROPRIETARY UTILITIES AND GOPHER STATE ONE CALL 48 HOURS BEFORE DIGGING. CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION AND REPAIR OF ANY DAMAGES TO SAME. NOTIFY THE LANDSCAPE ARCHITECT OF ANY CONFLICTS TO FACILITATE PLANT RELOCATION. 6.THE LANDSCAPE CONTRACTOR SHALL COORDINATE THE PHASES OF CONSTRUCTION AND PLANTING INSTALLATION WITH OTHER CONTRACTORS WORKING ON SITE. 7.THE CONTRACTOR SHALL REVIEW THE SITE FOR DEFICIENCIES IN SITE CONDITIONS WHICH MIGHT NEGATIVELY AFFECT PLANT ESTABLISHMENT, SURVIVAL OR WARRANTY. UNDESIRABLE SITE CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT PRIOR TO BEGINNING OF WORK. 8.THE PLAN TAKES PRECEDENCE OVER THE LANDSCAPE LEGEND IF DISCREPANCIES EXIST. QUANTITIES SHOWN IN THE PLANTING SCHEDULE ARE FOR THE CONTRACTOR'S CONVENIENCE. CONTRACTOR TO VERIFY QUANTITIES SHOWN ON THE PLAN. 9.THE SPECIFICATIONS TAKE PRECEDENCE OVER THE PLANTING NOTES AND GENERAL NOTES. 10.EXISTING TREES AND SHRUBS TO REMAIN SHALL BE PROTECTED TO THE DRIP LINE FROM ALL CONSTRUCTION TRAFFIC, STORAGE OF MATERIALS ETC. WITH 4' HT. ORANGE PLASTIC SAFETY FENCING ADEQUATELY SUPPORTED BY STEEL FENCE POSTS 6' O.C. MAXIMUM SPACING. 11.LONG-TERM STORAGE OF MATERIALS OR SUPPLIES ON-SITE WILL NOT BE ALLOWED. 12.CONTRACTOR SHALL REQUEST IN WRITING, A FINAL ACCEPTANCE INSPECTION. PLANTING NOTES: 1.NO PLANTS SHALL BE INSTALLED UNTIL FINAL GRADING AND CONSTRUCTION HAS BEEN COMPLETED IN THE IMMEDIATE AREA. 2.A GRANULAR PRE-EMERGENT HERBICIDE SHALL BE APPLIED TO ALL PLANT BEDS AT THE MANUFACTURERS RECOMMENDED RATE PRIOR TO PLANT INSTALLATION. 3.ALL PLANTING STOCK SHALL CONFORM TO THE "AMERICAN STANDARD FOR NURSERY STOCK," ANSI-Z60, LATEST EDITION, OF THE AMERICAN ASSOCIATION OF NURSERYMEN, INC. AND SHALL CONSTITUTE MINIMUM QUALITY REQUIREMENTS FOR PLANT MATERIALS. 4.OVERSTORY TREES SHALL BEGIN BRANCHING NO LOWER THAN 6' ABOVE PAVED SURFACES. 5.ALL PLANTS MUST BE HEALTHY, VIGOROUS MATERIAL, FREE OF PESTS AND DISEASE AND BE CONTAINER GROWN OR BALLED AND BURLAPPED AS INDICATED IN THE LANDSCAPE LEGEND. 6.PLANT MATERIALS TO BE INSTALLED PER PLANTING DETAILS. 7.ALL TREES MUST BE STRAIGHT TRUNKED AND FULL HEADED AND MEET ALL REQUIREMENTS SPECIFIED. 8.THE LANDSCAPE ARCHITECT RESERVES THE RIGHT TO REJECT ANY PLANTS WHICH ARE DEEMED UNSATISFACTORY BEFORE, DURING, OR AFTER INSTALLATION. 9.NO SUBSTITUTIONS OF PLANT MATERIAL SHALL BE ACCEPTED UNLESS APPROVED IN WRITING BY THE LANDSCAPE ARCHITECT. 10.ALL PLANT MATERIAL QUANTITIES, SHAPES OF BEDS AND LOCATIONS SHOWN ARE APPROXIMATE. CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLETE COVERAGE OF ALL PLANTING BEDS AT SPACING SHOWN AND ADJUSTED TO CONFORM TO THE EXACT CONDITIONS OF THE SITE. THE LANDSCAPE ARCHITECT SHALL APPROVE THE STAKING LOCATION OF ALL PLANT MATERIALS PRIOR TO INSTALLATION. 11.ALL PLANTING AREAS MUST BE COMPLETELY MULCHED AS SPECIFIED. 12.MULCH: DOUBLE SHREDDED HARDWOOD MULCH, CLEAN AND FREE OF NOXIOUS WEEDS OR OTHER DELETERIOUS MATERIAL FOR CONIFEROUS TREES ONLY. NO MULCH AROUND DECIDUOUS TREES OR SHRUBS OUTSIDE OF GARDEN BEDS. SOD OR SEED TO CROWN OF PLANT. USE 3/4" ST CLOUD GRANITE FOR MULCH IN ALL PLANTING BEDS. SUBMIT SAMPLE TO LANDSCAPE ARCHITECT PRIOR TO DELIVERY ON-SITE FOR APPROVAL. DELIVER MULCH ON DAY OF INSTALLATION. USE 3" FOR SHRUB BEDS, TREE RINGS, AND 3" FOR PERENNIAL/GROUND COVER BEDS, UNLESS OTHERWISE DIRECTED. 13.BUILDING MAINTENANCE STRIP: WHERE NO LANDSCAPE PLANTING BEDS EXIST ADJACENT TO A BUILDING FOUNDATION, CONTRACTOR SHALL INSTALL A DECORATIVE ROCK MAINTENANCE STRIP PER PLAN. DECORATIVE ROCK SHALL BE 1-1/2" ST CLOUD GRANITE. 14.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL MULCHES AND PLANTING SOIL QUANTITIES TO COMPLETE THE WORK SHOWN ON THE PLAN. 15.USE ANTI-DESICCANT (WILTPRUF OR APPROVED EQUAL) ON DECIDUOUS PLANTS MOVED IN LEAF AND FOR EVERGREENS MOVED ANYTIME. APPLY AS PER MANUFACTURER'S INSTRUCTION. ALL EVERGREENS SHALL BE SPRAYED IN THE LATE FALL FOR WINTER PROTECTION DURING WARRANTY PERIOD. 16.WRAP ALL SMOOTH-BARKED DECIDUOUS TREES PLANTED IN THE FALL PRIOR TO DECEMBER 1 AND REMOVE WRAPPING AFTER MAY 1. TREE WRAPPING MATERIAL SHALL BE WHITE TWO-WALLED PLASTIC SHEETING APPLIED FROM TRUNK FLARE TO THE FIRST BRANCH. 17.ALL DECIDUOUS, PINE, AND LARCH PLANTINGS SHALL RECEIVE RODENT PROTECTION PER MNDOT 2571.31.2 18.PLANTING SOIL FOR TREES, SHRUBS AND GROUND COVERS: FERTILE FRIABLE LOAM CONTAINING A LIBERAL AMOUNT (4% MIN.) OF HUMUS AND CAPABLE OF SUSTAINING VIGOROUS PLANT GROWTH. IT SHALL COMPLY WITH MNDOT SPECIFICATION 3877 TYPE B SELECT TOPSOIL. MIXTURE SHALL BE FREE FROM HARDPACK SUBSOIL, STONES, CHEMICALS, NOXIOUS WEEDS, ETC. SOIL MIXTURE SHALL HAVE A PH BETWEEN 6.1 AND 7.5 AND 10-0-10 FERTILIZER AT THE RATE OF 3 POUNDS PER CUBIC YARD. IN PLANTING BEDS INCORPORATE THIS MIXTURE THROUGHOUT THE ENTIRE BED IN A 6" LAYER AND ROTO-TILLING IT INTO THE TOP 12" OF SOIL AT A 1:1 RATIO.ANY PLANT STOCK NOT PLANTED ON DAY OF DELIVERY SHALL BE HEELED IN AND WATERED UNTIL INSTALLATION. PLANTS NOT MAINTAINED IN THIS MANNER WILL BE REJECTED. 19.CONTRACTOR SHALL BE RESPONSIBLE TO VERIFY THAT EACH EXCAVATED TREE AND SHRUB PIT WILL PERCOLATE PRIOR TO INSTALLING PLANTING MEDIUM AND PLANTS. THE CONTRACTOR SHALL FILL THE BOTTOM OF SELECTED HOLES WITH SIX INCHES OF WATER AND CONFIRM THAT THIS WATER WILL PERCOLATE WITHIN A 24-HOUR PERIOD. IF THE SOIL AT A GIVEN AREA DOES NOT DRAIN PROPERLY, A PVC DRAIN OR GRAVEL SUMP SHALL BE INSTALLED OR THE PLANTING SHALL BE RELOCATED IF DIRECTED BY THE LANDSCAPE ARCHITECT. 20.ALL PLANTS SHALL BE GUARANTEED FOR TWO COMPLETE GROWING SEASONS (APRIL 1 - NOVEMBER 1), UNLESS OTHERWISE SPECIFIED. THE GUARANTEE SHALL COVER THE FULL COST OF REPLACEMENT INCLUDING LABOR AND PLANTS. 21.CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT AT LEAST 3 DAYS PRIOR TO PLANNED DELIVERY. THE CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT AT LEAST 24 HOURS IN ADVANCE OF BEGINNING PLANT INSTALLATION. 22.SEASONS/TIME OF PLANTING AND SEEDING: NOTE: THE CONTRACTOR MAY ELECT TO PLANT IN OFF-SEASONS ENTIRELY AT HIS/HER RISK. 22.1.POTTED PLANTS: 4/1 - 6/1; 9/21 - 11/1 22.2.DECIDUOUS /B&B: 4/1 - 6/1; 9/21 - 11/1 22.3.EVERGREEN POTTED PLANTS: 4/1 - 6/1; 9/21-11/1 22.4.EVERGREEN B&B: 4/1 - 5/1; 9/21 - 11/1 22.5.TURF/LAWN SEEDING: 4/1 - 6/1; 7/20 - 9/20 22.6.NATIVE MIX SEEDING: 4/15 - 7/20; 9/20-10/20 23.MAINTENANCE SHALL BEGIN IMMEDIATELY AFTER EACH PORTION OF THE WORK IS IN PLACE. PLANT MATERIAL SHALL BE PROTECTED AND MAINTAINED UNTIL THE INSTALLATION OF THE PLANTS IS COMPLETE, INSPECTION HAS BEEN MADE, AND PLANTINGS ARE ACCEPTED EXCLUSIVE OF THE GUARANTEE. MAINTENANCE SHALL INCLUDE WATERING, CULTIVATING, MULCHING, REMOVAL OF DEAD MATERIALS, RE-SETTING PLANTS TO PROPER GRADE AND KEEPING PLANTS IN A PLUMB POSITION. AFTER ACCEPTANCE, THE OWNER SHALL ASSUME MAINTENANCE RESPONSIBILITIES. HOWEVER, THE CONTRACTOR SHALL CONTINUE TO BE RESPONSIBLE FOR KEEPING THE TREES PLUMB THROUGHOUT THE GUARANTEE PERIOD. 24.ANY PLANT MATERIAL WHICH DIES, TURNS BROWN, OR DEFOLIATES (PRIOR TO TOTAL ACCEPTANCE OF THE WORK) SHALL BE PROMPTLY REMOVED FROM THE SITE AND REPLACED WITH MATERIAL OF THE SAME SPECIES, QUANTITY, AND SIZE AND MEETING ALL LANDSCAPE LEGEND SPECIFICATIONS. 25.WATERING: MAINTAIN A WATERING SCHEDULE WHICH WILL THOROUGHLY WATER ALL PLANTS ONCE A WEEK. IN EXTREMELY HOT, DRY WEATHER, WATER MORE OFTEN AS REQUIRED BY INDICATIONS OF HEAT STRESS SUCH AS WILTING LEAVES. CHECK MOISTURE UNDER MULCH PRIOR TO WATERING TO DETERMINE NEED. CONTRACTOR SHALL MAKE THE NECESSARY ARRANGEMENTS FOR WATER. TURF NOTES: TURF ESTABLISHMENT SHALL BE ACCOMPLISHED IN ACCORDANCE WITH THE PROVISIONS OF THE MN/DOT 2106 AND 2575 EXCEPT AS MODIFIED BELOW: 1.ALL AREAS TO RECEIVE SOD SHALL ALSO RECEIVE 6" OF TOPSOIL PRIOR TO INSTALLING SOD. TOPSOIL SHALL BE FREE OF TREE ROOTS, STUMPS, BUILDING MATERIAL, AND TRASH, AND SHALL BE FREE OF STONES LARGER THAN 1 1 2" INCHES IN ANY DIMENSION. 2.WHERE SOD ABUTS PAVED SURFACES, FINISHED GRADE OF SOD/SEED SHALL BE HELD 1" BELOW SURFACE ELEVATION OF TRAIL, SLAB, CURB, ETC. 3.SOD SHALL BE LAID PARALLEL TO THE CONTOURS AND SHALL HAVE STAGGERED JOINTS. ON SLOPES STEEPER THAN 3:1 OR IN DRAINAGE SWALES, SOD SHALL BE STAKED SECURELY. 4.TURF ON ALL OTHER AREAS DISTURBED BY CONSTRUCTION SHALL BE RESTORED BY SEEDING, MULCHING AND FERTILIZING. SEED MIXTURE NO.25-121 WILL BE PLACED AT THE RATE OF 65 POUNDS PER ACRE. 5.ALL DISTURBED AREAS TO BE TURF SEEDED, ARE TO RECEIVE 6" TOP SOIL, SEED, MNDOT TYPE 3 OR 4 MULCH, AND WATER UNTIL A HEALTHY STAND OF GRASS IS OBTAINED. FOR SLOPES STEEPER THAN 3:1 OR IN DRAINAGE SWALES INSTALL EROSION CONTROL BLANKET. 6.ALL DISTURBED AREAS TO RECEIVE NATIVE SEED, ARE TO RECEIVE PLANTING SOIL, SEED, MULCH, AND WATER UNTIL A HEALTHY STAND OF GRASS IS OBTAINED. FOR SLOPES STEEPER THAN 3:1 OR IN DRAINAGE SWALES INSTALL EROSION CONTROL BLANKET. IF HYDROSEEDING, CONTRACTOR WILL USE MNDOT SPECIFICATION 3882.2 TYPE 4 MULCH WITH TYPE A.1 HYDRAULIC TACKIFIER. CONTRACTOR TO SUBMIT CERTIFIED PRODUCT LIST TO LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. GENERAL TREE SPECIFICATIONS: 1.ALL STREET AND PARKING LOT TREES SHALL BE LIMBED UP TO THE FOLLOWING HEIGHTS: 1.1.2" CAL. TREES: LOWEST BRANCH 6' HT. 1.2.3" CAL.+ TREES: LOWEST BRANCH 7' HT. 2.TREE CANOPY WIDTH SHALL BE RELATIVE TO HEIGHT/CALIPER OF TREE AND TYPE OF TREE. 2.1.1" CALIPER/6-8' HT: 3-4' WIDTH MIN. 2.2.2" CALIPER/12-14' HT: 4-5' WIDTH MIN. 2.3.3" CALIPER/14-16' HT: 6-7' WIDTH MIN. 3.CANOPY TREES SHALL NOT HAVE CO-DOMINATE LEADERS IN LOWER HALF OF TREE CROWN. 4.ALL TREES SHALL HAVE SYMMETRICAL OR BALANCED BRANCHING ON ALL SIDES OF THE TREE. 5.TREES SHALL NOT BE TIPPED PRUNED. 6.TREES SHALL BE FREE OF PHYSICAL DAMAGE FROM SHIPPING AND HANDLING. DAMAGED TREES SHALL BE REJECTED. 7.SUMMER DUG TREES SHALL HAVE ROOTBALL SIZE INCREASED BY 20% 8.TREES WHICH EXCEED RECOMMENDED CALIPER TO HEIGHT RELATIONSHIP SHALL BE REJECTED. IRRIGATION NOTES: 1.IRRIGATION SYSTEM TO BE DESIGN/BUILD. CONTRACTOR TO SUBMIT SHOP DRAWINGS FOR APPROVAL OF SYSTEM LAYOUT PRIOR TO INSTALLATION. FOLLOW ALL APPLICABLE REGULATIONS FOR IRRIGATION REUSE. 2.ALL SOD TO RECEIVE SPRAY OR ROTOR IRRIGATION HEADS WITH MINIMUM DESIGN OF 1" IRRIGATION PER WEEK. 3.ALL PLANT BEDS TO RECEIVE DRIP LINE IRRIGATION , WITH A MINIMUM DESIGN OF .25" IRRIGATION PER WEEK. 4.INSTALL IRRIGATION HEADS AROUND DOG RUN ON A SEPARATE LINE IN ADDITION TO A QUICK CONENCT VALVE FOR RINSING OF ARTIFICAL TURF. LOW MAINTENANCE FESCUE NOTES: 1.DURING GROWING SEASON NEVER MOW SHORTER THAN 3.5 INCHES, PREFERRED MAINTENANCE IS MOW ONCE PER MONTH AT 5" HEIGHT 2.DO NOT USE HIGH NITROGEN FERTILIZER ON FESCUE LAWN 3.OVERSEED THIN,BARE SPOTS IN FALL 4.ALWAYS USE SHARP BLADE WHEN MOWING TO AVOID TEARING LEAF BLADE 5.SET MOWER TO 3" FOR BAGGING AND MOWING IN LATE FALL AFTER GROWING SEASON NATIVE SEED MIX NOTES: 1.ESTABLISHMENT AND YEAR ONE: MOW THREE(3) TIMES FIRST YEAR ON 30-DAY INTERVALS TO A HEIGHT BETWEEN FIVE AND EIGHT INCHES. DO NOT USE FERTILIZERS. SPOT TREAT INVASIVE WOODY PLANTS OR HAND WEED INDIVIDUAL NOXIOUS WEEDS. 2.YEAR TWO: PERFORM ONE MOWING BETWEEN MID-JUNE AND MID-AUGUST. SPOT SPRAY WEEDS AS NEEDED WHERE THEY ARE ESPECIALLY DOMINATE. 3.YEAR THREE (AND BEYOND): CUT ONE TIME PER YEAR AS A CLEAN UP PROCEDURE (EITHER IN EARLY MAY OR LATE NOVEMBER). PRESCRIBED BURNS MAY BE USED AS WELL IN PLACE OF MOWING. CHECK LOCAL REGULATIONS AND PERMIT PROCEDURES. IRON ENHANCED STORMWATER BED WEED CONTROL NOTE: 1.AREAS CONTAINING IRON ENHANCED SAND BEDS ARE TO BE MAINTAINTED IN A WEED FREE CONDITION. MONTHLY INSPECTIONS SHOULD BE MADE TO REMOVE WEEDS, TOP GROWTH, AND ROOTS WITHIN THE IRON ENHANCED STORMWATER BEDS BY HAND PULLING. DO NOT SPRAY FOR WEED CONTROL IN ROCK MULCHED FILTRATION BASINS. REMOVE ANY TRASH OR ACCUMULATED DEBRIS. STORMWATER REUSE NOTE: 1.STORMWATER REUSE IRRIGATION MUST BE IMPLEMENTED CONSISTENT WITH THE CITY OF LAKE ELMO STORMWATER REUSE IRRIGATION DESIGN STANDARDS DATED JANUARY 2022. NOTES 4" X 4" CEDAR POSTS 1" CHAMFER AT TOP (4 SIDES) 8" O.C. MAX. 1" X 6" CEDAR 'DOG EAR' BOARDS 1/4" GAP TYPICAL, S.S. SCREWED TO 2" X 4" CEDAR CROSS MEMBERS ON BOTH SIDES. FINISH ALL CEDAR WITH PENETRATING OIL BASE SEALER 10" DIA. SONOTUBE FOOTING W/ 4000 PSI CONCRETE, 48" DEPTH (MIN) TO FROST BY THE GENERAL CONTRACTOR. EXISTING SUBGRADE NOTE: CONTRACTOR SHALL PROVIDE SHOP DRAWINGS FROM FENCING INSTALLER CEDAR FENCE DETAIL 1/4" = 1'-0" 6'-0"L1.04 P-11 3 CONCRETE FOOTING. 3000PSI.4'42"6' MAX. TERMINAL /CORNER POST (2-3/8" O.D.) LINE POST (1-7/8" O.D.) RAIL (1 5 8" O.D.) CHAIN LINK FENCE, BLACK IN COLOR 12" NOTE: SEE MANUFACTURER'S INSTALLATION SPECIFICATIONS FOR FURTHER DETAILS. SUBMIT SHOP DRAWINGS FOR APPROVAL. 4' CHAIN LINK FENCE - DOGPARK DETAIL 1/4" = 1'-0" BURY FENCE 6" BELOW GRADE. L1.04 P-38 2 LANDSCAPE DETAILS AND NOTES L1.04 71 DOG RUN MAINTENANCE STRIP 1" = 1'-0" COMPACTED SUBGRADE FENCE FOOTING. EDGE CONDITION VARIES. SEE LANDSCAPE PLAN FOR FURTHER DETAILS.8" 4" LANDSCAPE EDGER. 3/8" - 1/2" ANGULAR STONE DRAINAGE AGGREGATE ARTIFICIAL TURF. INSTALL PER MANUFACTURER'S SPECIFICATIONS NAILER BOARD. INSTALL PER MANUFACTURER'S SPECIFICATIONS 3/8" PEA GRAVEL. FENCE POST. 4 P-CA-HEN-01L1.04 MONTAGE II 4` FENCE 1/2" = 1'-0" 3.75" TYP. AIR GAP 9.75"4'8" SONOTUBE FOOTING. 42" DEPTH. OR SLEEVE-IT COORDINATE WITH WALL ENGINEER. FENCE TYP. SUBMIT SHOP DRAWINGS TO LANDSCAPE ARCHITECT FOR APPROVAL.VARIESL1.04 P-1-01 5 NO DATE BY CKD APPR SHEET OF Date License # Print Name: DRAWN BY DESIGNED BY CHECKED BY I hereby certify that this plan, specification, or report 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. PROJECT NO. PRELIMINARY DESIGN REVIEW PERMIT SUBMITTAL CONSTRUCTION DOCUMENTS REV. COMMENT Engineering | Surveying | Planning | Environmental 24.1S (LMS TECH) | JOSEPH BAILEY | 9/12/2024 2:53:41 PML:\PROJECTS\53062\CAD\CIVIL\SHEETS\53062-L1-LSCP.DWG:L1.05 STANDARD CITY PLANTING DETAILSROERS LAKE ELMO, LLC LAKE ELMO APARTMENTS LAKE ELMO, MN 75 53062 12/02/2021 04/18/2022 09/13/2024 MJL JRW MJL JOHN WORKMAN 04/17/2023 59119 09/13/2024 TTP MCA JDB PERMIT SET 08/07/2024 TTP MCA JDB PUD SUBMITTAL STANDARD CITY PLANTING DETAILS L1.05 72 1020 THUNDER GRAY INTEGRAL CONCRETE COLOR 1 4" ST CLOUD GRANITE CHIPS CVZ 5 CVZ 3 BX 9 8 CVZ CVZ 7 BX 9 LSS 8 1 PMS CD 3 LSD 7 LSD 7 PMS 1 LSS 8 PDA 7 SBA 8 JHP 4 CD 3 SBA 10 PDA 7 JHP 4 KOL 2 PSB 6 2 LMA 11 GCJ 8 PSB 2 LMA 7 GCJ 4 KOL 8 PSB 1 LMA 9 GCJ 2 KOL 5 PSB 4 PSB 8 GCJ 6 PSB 2 LMA10 GCJ 11 PSB2 LMA 6 GCJ13 PSB 6 LMA 9 KOLPSB 10 11 GCJ 2 KOL 2 TH TWENTY 24-30" GLACIAL BOULDERS NO DATE BY CKD APPR SHEET OF Date License # Print Name: DRAWN BY DESIGNED BY CHECKED BY I hereby certify that this plan, specification, or report 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. PROJECT NO. PRELIMINARY DESIGN REVIEW PERMIT SUBMITTAL CONSTRUCTION DOCUMENTS REV. COMMENT Engineering | Surveying | Planning | Environmental 24.1S (LMS TECH) | JOSEPH BAILEY | 9/12/2024 2:53:41 PML:\PROJECTS\53062\CAD\CIVIL\SHEETS\53062-L1-LSCP.DWG:L1.06 LANDSCAPE PLAZAROERS LAKE ELMO, LLC LAKE ELMO APARTMENTS LAKE ELMO, MN 75 53062 12/02/2021 04/18/2022 09/13/2024 MJL JRW MJL JOHN WORKMAN 04/17/2023 59119 09/13/2024 TTP MCA JDB PERMIT SET 08/07/2024 TTP MCA JDB PUD SUBMITTAL LEGEND EASEMENT CURB & GUTTER BUILDING RETAINING WALL SIGN PIPE BOLLARD STANDARD DUTY ASPHALT PAVING CONCRETE PAVING PROPERTY LIMIT EXISTINGPROPOSED WETLAND LIMITS TREELINE CONCRETE SIDEWALK S S SANITARY SEWER LANDSCAPE EDING STORM SEWER WATERMAIN FORCEMAIN (SAN.) YARDDRAIN LIMITS OF DISTURBANCE D S LS RIPRAP SCALE IN FEET 0 105 NORTH PLANT SCHEDULE LANDSCAPE PLAZA L1.06 73 SYMBOL CODE BOTANICAL / COMMON NAME CONT CAL QTY ORN. TREES SS Malus x `Spring Snow` / Spring Snow Crab Apple B & B 2"Cal 6 SYMBOL CODE BOTANICAL / COMMON NAME CONT SIZE QTY SHRUBS BX Buxus x `Chicagoland Green` TM / Glencoe Boxwood 10 gal 18 CD Cornus sericea `Alleman`s Compact` / Dwarf Red Twig Dogwood 5 gal 6 TH Hydrangea paniculata `Tardiva` / Tardiva Hydrangea 5 gal 2 JHP Juniperus horizontalis `Prince of Wales` / Prince Of Wales Juniper 5 gal 8 PMS Philadelphus x 'Miniature Snowflake' / Miniature Snowflake Mockorange 5 gal.2 PERENNIALS LMA Alchemilla mollis `Thriller` / Lady`s Mantle 1 gal 15 SBA Allium x `Summer Beauty` / Summer Beauty Allium 1 gal 18 PDA Aster novae-angliae `Purple Dome` / Purple Dome New England Aster 1 gal 14 CVZ Coreopsis verticillata `Zagreb` / Zagreb Tickseed 1 gal 23 LSD Leucanthemum x superbum 'Daisy Duke' TM / Daisy May Shasta Daisy 1 gal 14 LSS Leucanthemum x superbum 'Snowcap' / Snowcap Shasta Daisy 1 gal 16 KOL Liatris spicata `Kobold` / Spike Gayfeather 1 gal 19 GCJ Lysimachia nummularia 'Aurea' / Golden Creeping Jenny 1 gal 62 PSB Phlox subulata `Emerald Blue` / Emerald Blue Creeping Phlox 1 gal.71 SYMBOL CODE BOTANICAL / COMMON NAME CONT GROUND COVERS TUR HIG Turf Sod Highland Sod / Sod Sod PLANT SCHEDULE PLAZA HUDSON BOULEVARD N JULIA AVE N4TH STREET NO R T H PROPOSED BUILDING 49,417 S.F. FFE=1022.00 T T VAN GFE=1011.00 1009.89 1010.15 1010.37 1010.15 1010.741010.66 1010.67 1010.721010.641010.68 1010.76 1011.05 1011.10 1011.10 10201016101710181019102110221020 101710181019 10101015102010011002100310101010 101010151 0 2 0 101510131014 1016 1017 101510111 0 1 2 1 0 1 3 1 0 1 4 1016 1 0 1 7 1 0 1 8 102 0 10 2 1 10051002100210031004100610071008 1020101910211022995 995 1000 1000 1005 1010 10109909959951000 1005 1 0 0 5 1 0 1 0 101510201011101210131014101610171018101910 2 11021 1016101710181020 10 1 9 1015 1020 10151014 1016 1017 1018 1020 1016101710181019 1020102110221011 1011101110111010 10051015 10201016101710181019 102110 2 1 1021 1011 1 0 1 2 1010100710101010 100 810059909951000 10091010 10101010.861010.77 1010.371010.30 1011 24 20 16 16 12 179912 11 PROPOSED BUILDING 13,150 S.F. FFE=1023.00 G HUDSON BOULEVARD N EXISTING R.O.W. (VARIES) 100' EXISTING R.O.W. A A A A A A A A A NO DATE BY CKD APPR SHEET OF Date License # Print Name: DRAWN BY DESIGNED BY CHECKED BY I hereby certify that this plan, specification, or report 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. PROJECT NO. PRELIMINARY DESIGN REVIEW PERMIT SUBMITTAL CONSTRUCTION DOCUMENTS REV. COMMENT Engineering | Surveying | Planning | Environmental 24.1S (LMS TECH) | JOSEPH BAILEY | 9/12/2024 2:53:41 PML:\PROJECTS\53062\CAD\CIVIL\SHEETS\53062-L1-LSCP.DWG:L1.07 IRRIGATION REUSEROERS LAKE ELMO, LLC LAKE ELMO APARTMENTS LAKE ELMO, MN 75 53062 12/02/2021 04/18/2022 09/13/2024 MJL JRW MJL JOHN WORKMAN 04/17/2023 59119 09/13/2024 TTP MCA JDB PERMIT SET 08/07/2024 TTP MCA JDB PUD SUBMITTAL IRRIGATION REUSE L1.07 74 LEGEND REUSE IRRIGATION AREA 1.STORMWATER REUSE IRRIGATION MUST BE IMPLEMENTED CONSISTENT WITH THE CITY OF LAKE ELMO STORMWATER REUSE IRRIGATION DESIGN STANDARDS DATED JANUARY 2022. STORMWATER RESUSE NOTE COLLECTION AREA 8.76 ACRES IRRIGATED AREA 3.25 ACRES APPLICATION RATE 1.0 INCHES/WEEK STORAGE REQUIRED 1.09 AC-FT STORAGE AVAILABLE 3.36 AC-FT WATER REUSE INFORMATION WET POND 3P IRRIGATION REUSE POND IRRIGATION SYSTEM CONTROLS ENCLOSURE PUMP STATION/ENCLOSURE EAB JDB JDB NOT F O R C O N S T R U C TI O N SCALE IN FEET 0 10050 NORTH POND PUMP INTAKE 1. IS THE RESPONSIBLE MANAGEMENT ENTITY WHO WILL MAINTAIN ULTIMATE RESPONSIBILITY FOR IMPLEMENTATION. 2.MANAGEMENT PLAN: A MANAGEMENT PLAN MUST BE SUBMITTED IN ACCORDANCE WITH CITY DESIGN STANDARDS FOR CITY REVIEW AND APPROVAL THAT SPECIFIES THE ONGOING OPERATION, MAINTENANCE, AND PERFORMANCE MANAGEMENT OF THE SYSTEM. THE PLAN MUST INCLUDE A MONITORING PLAN AND REPORTING PLAN. 3.A STORMWATER REUSE IRRIGATION SYSTEM MAINTENANCE AND EASMENET AGREEMENT IN THE CITY'S STANDARD FORM OF AGREEMENT. STORMWATER IRRIGATION REUSE SYSTEM DESIGN/SUBMITTAL REQUIREMENTS 1.STORMWATER MANAGEMENT DESIGN FOR DEVELOPMENT AND REDEVELOPMENT MUST PROVIDE STORM WATER BASIN CAPACITY NECESSARY TO MEET REGULATORY REQUIREMENTS FOR FLOOD PROTECTION, ASSUMING NO REDUCTION IS TAKEN IN STORMWATER RATES OR VOLUMES FOR REUSE IRRIGATION. 2.DESIGN TO BE IN ACCORDANCE WITH CITY STANDARD DETAIL C-01, TYPICAL WATER REUSE PROCESS FLOW DIAGRAM (BASE MODEL) FOR PRIVATE IRRIGATION APPLICATIONS. 3.IRRIGATION PUMP, PIPING AND APPURTENANCES TO BE IN ACCORDANCE WITH SPECIFICATION 3282-5. 4.POND PUMP INTAKES TO BE IN ACCORDANCE WITH CITY STANDARD DETAIL C-03. 5.PUMP STATION TO BE IN ACCORDANCE WITH CITY STANDARD DETAIL C-04. PUMP AND APPLICABLE TREATMENT SYSTEM ENCLOSURES MUST BE LOCATED ABOVE THE 100-YEAR HIGH WATER LEVEL (HWL). 6.IRRIGATION SYSTEM CONTROLS AND BACK FLOW PREVENTION TO BE IN ACCORDANCE WITH STATE PLUMBING CODE, CITY STANDARD DETAIL C-05, AND SPECIFICATIONS 4090-0(1) OR 4090-0(2). 7.RECOMMENDED TO INSTALL NON-CLOGGING SPRINKLER HEADS WITH A SOLIDS TOLERANCE OF UP TO 10 MESH, OR IMPLEMENT PARTICULATE FILTRATION PER SPECIFICATION 3281-5. 8.MINIMUM REUSE WATER SUPPLY PRESSURE TO IRRIGATION SYSTEM SHOULD MATCH EXISTING SYSTEM IF RETROFITTING. SYSTEM DESIGN 1.IRRIGATION WITH STORMWATER CAN ONLY OPERATE BETWEEN 10-PM AND 4-AM. 2.MAXIMUM STORMWATER POND DRAWDOWN TO BE DETERMINED BY THE CITY/WATERSHED DISTRICT AND PUMP MANUFACTURER TO PROTECT STORMWATER BASIN. NO IRRIGATION IS PERMITTED THAT DRAWS THE POND LEVEL LOWER THAN THE ESTABLISHED MINIMUM POND DEPTH. 3.STORMWATER REUSE SIGNAGE IS REQUIRED. MINIMUM OF ONE SIGN LOCATED ADJACENT TO STORMWATER POND AND PUMP STATION. ADDITIONAL SIGNAGE REQUIRED AT IRRIGATION SITE(S). SIGNAGE LANGUAGE MUST INCLUDE: “IRRIGATION SUPPLY IS REUSED STORMWATER. DO NOT DRINK ”. 4.STORMWATER POND INTAKE ASSEMBLY MUST BE REMOVED FROM THE POND AND STORED OVER WINTER. OPERATIONS AND MAINTENANCE (O&M) MANUAL IS REQUIRED PRIOR TO SYSTEM USE. O&M MANUAL TO ADDRESS TRAINING AND EDUCATION TO SYSTEM OPERATORS, PROVIDE STANDARD OPERATING PROCEDURES FOR THE SYSTEM, INCLUDES EQUIPMENT OPERATION AND MAINTENANCE REQUIREMENTS, INCLUDES DOCUMENTED MONITORING PLAN, INCLUDES DOCUMENTED REPORTING AND PUBLIC NOTIFICATION PLAN, AND PROVIDES OWNER, OPERATOR(S) OPERATIONS AND MAINTENANCE NO DATE BY CKD APPR SHEET OF Date License # Print Name: I hereby certify that this plan, specification, or report 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. DRAWN BY DESIGNED BY CHECKED BY PROJECT NO. PRELIMINARY DESIGN REVIEW PERMIT SUBMITTAL CONSTRUCTION DOCUMENTS REV. COMMENT Engineering | Surveying | Planning | Environmental 24.1S (LMS TECH) | JOSEPH BAILEY | 9/12/2024 11:41:30 AML:\PROJECTS\53062\CAD\CIVIL\SHEETS\53062-C9-DETL.DWG:L1.08 DETAILSROERS LAKE ELMO, LLC LAKE ELMO APARTMENTS LAKE ELMO, MN 75 53062 12/02/2021 04/18/2022 09/13/2024 EAB TLL JDB JOSEPH D. BAILEY 04/27/2023 58645 09/13/2024 TTP MCA JDB PERMIT SET 08/07/2024 TTP MCA JDB PUD SUBMITTAL IRRIGATION REUSE DETAILS L1.08 75       PAGE 1 of 2    MEMORANDUM  Date:  November1, 2024        To:  Nathan Fuerst, Planning Consultant  Re:  Roers Multi‐Family (9450 Hudson Boulevard)  Cc:  Jason Stopa, Community Development Director    Final Plat/Plan Review    Marty Powers, Public Works Director        Chad Isakson, PE, Assistant City Engineer                  From:  Jack Griffin, PE, City Engineer          An engineering review has been completed for the Roers Mult‐Family Final Plat/Construction Plans located at 9450  Hudson Boulevard. The review consisted of the following documentation received on October 15, 2024:   DPS Lake Elmo 3rd Addition Final Plat, not dated.   The Roers Multi‐Family Site Plans dated September 13, 2024.   Project Manual/Specifications dated September 13, 2024.    Stormwater Management Report dated August 15, 2024.      STATUS/FINDINGS: STATUS/FINDINGS:   Engineering  review  comments  have  been  provided  in  two  separate  memos; one for Final Plat approval, and one to assist with the completion of the Final Construction Plans.  Please  see the following review comments relating to the Final Plat application.      FINAL PLAT AND EASEMENTS  1. The Final Plat shall not be recorded until the City approves the Final Construction Plans.  2. Final Plat approval must be contingent upon the dedication of Hudson Boulevard right‐of‐way to the City,  as shown on the Final Plat and Final Construction Plans dated September 13, 2024.  3. Final Plat approval must be contingent upon the dedication of Julia Avenue right‐of‐way to the City, as  shown on the Final Plat and Final Construction Plans dated September 13, 2024. A 100‐foot right‐of‐way  dedication along Julia Avenue is shown on the Final Plat to replace the existing Public Roadway Easement  per Doc No 4228019, and existing Drainage and Utility Easement per Doc No 4007704.  4. No Outlots are proposed as part of the Final Plat.  5. 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.   6. 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, building structures, and excessive slopes.  7. Drainage and utility easements are required to be dedicated on the Final Plat along all lot lines.  8. Drainage and utility easements are required over all public watermain and sanitary sewer as determined by  the City Engineer and Public Works Director. Watermain and sanitary sewer easements must be a minimum  width of 30 feet, or 15 feet in each direction from centerline of pipe, hydrant or manhole structure.  Easements have generally been provided on the Final Plat and construction plans as required. Additional  easement must be provided to comply with City minimum easement requirements at the hydrant located  at STA 2+00 of the Utility Plan. Easements revisions may be necessary to reflect any changes made to the  utility layout and alignments to obtain City construction plan approval.        PAGE 2 of 2  9. A  Stormwater  Management  Maintenance  and  Easement  Agreement  in  the  City’s  standard  form  of  agreement must be executed and recorded with the Final Plat for all privately owned stormwater facilities.  Easement  areas  must  incorporate  the  100‐year  high  water  level, maintenance  access  roadways,  maintenance benches, and to protect all overland emergency overflow locations and flow paths. Easement  revisions may be necessary to reflect any revisions to the grading plans as may be necessary to obtain City  and watershed construction plan approval.  10. Final Plat approval must be contingent upon the applicant providing to the City all off‐site permanent or  temporary construction easements required to construct the subdivision improvements.  11. Written permission or permit must be acquired and provided to the City prior to construction plan approval  for any proposed work or encroachment in the existing gas Main easement and MnDOT right‐of‐way.    FINAL CONSTRUCTION PLANS & SPECIFICATIONS  1. Final Construction Plans and Specifications must be prepared in accordance with the latest version of the  City Engineering Design Standards Manual dated January 2022, using City standard details, plan notes and  specifications and meeting City Engineering Design Guidelines, unless otherwise approved by the City.  2. Final Construction Plans and Specifications must be revised to fully address all comments detailed in the  Construction Plan review memorandum dated November 1, 2024.  3. Final Plat approval must be contingent upon the applicant completing improvements to Hudson Boulevard  as part of the subdivision improvements. The Hudson Boulevard Improvements must be completed in  conformance with the Hudson Boulevard Design Standards, with an Urban section on the north boulevard  with a bituminous trail across the full frontage of the development  parcel.  Revisions  to  the  Hudson  Boulevard  construction  plans  will  be  required  to  reflect  the  improvements  completed  along  Hudson  Boulevard by the City in 2024.  4. The subdivision improvements are subject to a storm water management plan (SWMP) meeting State,  Valley Branch Watershed District (VBWD) and City rules. The SWMP will be required to accommodate all  site improvements and all public improvements needed to support the development of the property,  including the required improvements along Hudson Boulevard. 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, whether the facilities are public or  privately owned and maintained.  5. Public watermain and sanitary sewer are available to serve the subdivision with existing utilities located in  the right‐of‐way along Hudson Boulevard and Julia Avenue. 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 internal to the site 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 are anticipated for this development.  6. Small/dry private utility corridors must be provided/preserved along all public roadway frontage (Hudson  Boulevard and Julia Avenue) with a minimum width of 10‐feet. The small/dry private utility corridors must  remain  free  from  all  encroachments  and  be  graded  at  City  standard boulevard grades  of 4%, unless  otherwise approved by the City Engineer. Prohibited encroachments include, but are not limited to trees,  landscaping, fences, retaining walls, and building structures.  7. The  Final  Construction  Plans  must  include  a  construction  parking  and  staging  plan  internal  to  the  development site. No parking or any construction staging, including the loading and unloading of materials  and equipment will be allowed at any time on Hudson Boulevard or Julia Avenue during the construction of  the site improvements and buildings, unless specifically allowed through right‐of‐way permit or during city  approved roadway closures. All street, curb and boulevard damage caused by the construction activities  must be repaired or replaced by the developer(s) at no cost to the city and must meet city design standards  and specifications.  8. 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 November 22, 2024 Sophia Jensen, Planner City of Lake Elmo Re: ROERS LAKE ELMO MULTIFAMILY FINAL PLAT, PUD, AND DA AMENDMENT 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: 1) All roads and drive lanes shall meet the Lake Elmo Fire Department requirements for widths and turning radiuses. 2) Approved fire apparatus roads shall be provided and maintained in coordination with engineering, public works, planning, and fire departments. In accordance with MSFC D104.2, two fire apparatus access roads shall be required and always maintained. 3) Project construction phasing shall always accommodate emergency access to the entire construction zone, generally meaning two separate means of entrance/exit as defined in the code. Phasing plan to be approved by the fire department prior to construction. 4) 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. 5) Street names and addressing shall be consistent with the Washington County Uniform Street Naming and Property Numbering System. 6) Fire hydrants and watermains shall be provided in approved locations following review by Engineering and Public Works. 7) 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. a. Buildings address of 140 JULIA AVE N. LAKE ELMO FIRE DEPARTMENT – OFFICE OF THE FIRE MARSHAL Fire Prevention, Code Enforcement, and Public Education “Proudly Serving Neighbors and Friends” 8) 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. 9) A fire sprinkler system shall be installed in commercial buildings in accordance with the Minnesota State Fire Code and Chapter 1306 of the Minnesota State Building Code. A permit is required prior to work. a. Fire Department sprinkler connection locations shall be approved prior to installation. 10) A fire alarm system shall be installed in commercial buildings in accordance with the Minnesota State Fire Code (907.2.3) and Lake Elmo Ordinances. A permit is required prior to work. 11) An emergency responder radio coverage amplifier shall be installed throughout the building if the fire department determines that signal strength is not reliable. 12) An exterior door numbering system shall be utilized to determine exterior doors on all sides of the building. Door numbering convention shall be approved by the fire department prior to installation. 13) A KNOX rapid access lockbox shall be installed in an approved location, on all commercial buildings. a. Multiple KNOX rapid access lockboxes may be required as determined by the fire department. 14) KNOX locking Fire Department Connection Caps shall be installed on all fire department connections. 15) All gates, whether manual or electric, shall be accompanied by either a KNOX lock or KNOX gate control switch for rapid access. 16) All parking areas shall be capable of supporting the imposed load of fire apparatus weighing up to 75,000 pounds. 17) Locations of all EV charging stations or Electric Vehicle Supply Equipment shall be reviewed and installed in approved locations. All electric vehicle supply equipment installed in the apartment building underground parking area may require additional fire suppression considerations and restrictions on installation locations. An electric vehicle supply equipment plan is required. This plan shall be reviewed by the fire department, building contractor, building owner and building insurance provider. 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: 10/22/2024 RE: Final Plat PUD Application Landscape Plan Review | 9450 Hudson Blvd. 9450 Hudson Blvd. – Roers Lake Elmo Multifamily Submittals The Hendrix Apartments Permit Set Addendum 5, dated 1/15/23, received 3/21/23 Roers Lake Elmo Multifamily PUD Application, dated 08/07/2024, received 08/26/24 Review History • Initial landscape review on March 17, 2022. • Revised landscape review on May 3, 2022. • Revised landscape review on June 9, 2022. • Revised landscape review on September 13, 2022. • Revised landscape review on October 24, 2022. • Final PUD Submittal review on November 22, 2022. • Revised PUD Submittal (Addendum 4) on February 10, 2023. • PUD Application Submittal on August 28th, 2024. • Final Plat PUD Application Submittal on September 27th, 2024. Location: 9450 Hudson Blvd Current Land Use Category: Rural Transitional (RT) Adjacent and Surrounding Land Use: Commercial (C) to the west of site, Medium Density Residential (MDR-PUD) to north of site, Julia Ave N to east of site, and City of Woodbury commercial and Hudson Blvd / I-94 to the south of site. Special Landscape Provisions in addition to the zoning code: none PUD Application Landscape Plan Review | 9450 Hudson Blvd. 2 Tree Preservation: 105. 12. 470 A tree preservation plan has been submitted that meets all requirements and meets the Code requirements for replacement. Landscape Requirements: 105. 12. 480 A landscape plan has been submitted that meets all requirements; however, the following comments should be considered for potential adjustment: • The City Engineer has requested that slopes 4:1 or greater do not receive irrigation; however, all landscape materials installed in these areas are still subject to the two-year warranty and replacement requirements. They may require manual watering to maintain health and successfully establish if not irrigated. If this is a concern, please adjust the landscape plans to move this plant material into irrigated areas. • The hatch pattern at the bench of the southern stormwater pond is unclear on sheet L1.01 and could be mistaken for concrete sidewalk. I assume it is not, since there is already a crushed limestone walk in a more appropriate location. Clarify this hatch pattern. Recommendation: Landscape plans can be approved as submitted, but may be revised as noted above. Sarah Evenson, PLA (MN) City of Lake Elmo Municipal Landscape Architect P: (262) 391-7653 E: Sarah@hkgi.com