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20250218 CC RM Packet
AGENDA City Council Regular Meeting Tuesday, February 18, 2025 7:00 PM Council Chambers 1. CALL TO ORDER/PLEDGE OF ALLEGIANCE 2. APPROVAL OF AGENDA 3. PRESENTATIONS, PROCLAMATIONS AND ACKNOWLEDGMENTS a. Police Officer Oath of Office 4. RESPONSE TO PUBLIC COMMENT 5. PUBLIC COMMENT Individuals will be allowed to address the Council on subjects that are not a part of the meeting agenda. Typically, replies to the concerns expressed will be made via letter or phone call within a week or at the following council meeting. 6. CONSENT AGENDA a. Bill Listings b. Minutes of the January 30, 2025 Special Work Session Proceedings c. Minutes of the February 4, 2025 Regular Meeting Minutes d. Minutes of the February 4, 2025 Work Session Proceedings e. Municipal State Aid Mileage Revision f. Accept Caramore Crossing 1st and 2nd Additions g. Request by Greg Steininger for Renewal of a SME Permit h. Request by Maplewood Development for Amber Fields 21st Final Plat i. Prestwick Place 24 Addition, Accept Improvements j. Donation Acceptance from Merchants Bank k. Lifetime Change Orders #14 and #15 7. PUBLIC HEARINGS 8. UNFINISHED BUSINESS 9. NEW BUSINESS a. Request by North Wind Test, LLC., for Preliminary and Final Plat approval and rezoning of 60 acres from A-2 to B-2 Page 1 of 212 10. ANNOUNCEMENTS a. City Staff Updates b. Upcoming Community Calendar 11. ADJOURNMENT Page 2 of 212 EXECUTIVE SUMMARY City Council Regular Meeting: February 18, 2025 AGENDA ITEM: Police Officer Oath of Office AGENDA SECTION: PRESENTATIONS, PROCLAMATIONS AND ACKNOWLEDGMENTS PREPARED BY: Mikael Dahlstrom, Police Chief AGENDA NO. 3.a. ATTACHMENTS: Oath of Office APPROVED BY: LJM RECOMMENDED ACTION: None. BACKGROUND In the fall of 2023, the police department conducted a hiring process for a police officer position. Fortunately, Officer Clay Morgel applied and was selected to start in January of 2024 as badge #3572. Born and raised in Burnsville, Clay grew up as one of four boys in his family. After graduating high school in 2018, he balanced full-time work with his studies at Normandale Community College, demonstrating a strong commitment to both his education and career development. Officer Morgel has a solid background in security, having worked in loss prevention at Target for two years and in hospital security with Allina for another two years. Following his graduation with an associate's degree in law enforcement, Clay completed his skills training at Hennepin Technical College. During his training, he served as a Community Service Officer for Rosemount for a year before being promoted to Officer. A lifelong passion for law enforcement has driven Clay to pursue his career as a police officer. He values a strong work ethic and strives to put being a good human first in all his interactions. In his personal time, Clay enjoys spending quality time with his loved ones, watching movies, and planning his wedding with his fiancée, Hattie. Officer Morgel reports that is honored to join our team and is excited to serve this community. We look forward to the positive impact he will have as part of our department. Last month, Clay completed his one-year probationary period. Please join us in officially congratulating and welcoming Officer Clay Morgel. RECOMMENDATION Administer the Oath of Office. Page 3 of 212 STATE OF MINNESOTA ) COUNTY OF DAKOTA ) § CITY OF ROSEMOUNT ) I, Clay Morgel, solemnly swear that I will support the Constitution of the United States and of the State of Minnesota, and faithfully discharge the duties of an Officer of the Police Department for the City of Rosemount in the County of Dakota and the State of Minnesota, to the best of my judgment and ability. So help me God. Officer Clay Morgel Subscribed and sworn to before me this 18th day of February, 2025. Mayor Jeffery D. Weisensel Page 4 of 212 Page 5 of 212 Page 6 of 212 Page 7 of 212 Page 8 of 212 Page 9 of 212 Page 10 of 212 Page 11 of 212 Page 12 of 212 Page 13 of 212 Page 14 of 212 Page 15 of 212 Page 16 of 212 Page 17 of 212 Page 18 of 212 Page 19 of 212 Page 20 of 212 Page 21 of 212 Page 22 of 212 Page 23 of 212 Page 24 of 212 Page 25 of 212 Page 26 of 212 Page 27 of 212 ROSEMOUNT CITY COUNCIL SPECIAL MEETING PROCEEDINGS JANUARY 30, 2025 CALL TO ORDER Pursuant to due call and notice thereof, a special meeting of the Rosemount City Council was held on Thursday, January 30, 2025, at 3:00 PM. in Steeple Center, 14375 South Robert Trail. Mayor Weisensel called the meeting to order with Councilmembers Freske, Essler, Theisen and Klimpel. DISCUSSION a. 2024 Accomplishments Reflection and 2024-2029 Plan Review (3p-3:30p) City Administrator Martin reflected on five-year plan and 2024 successes with staff and councilmembers. Mr. Martin highlighted several of each department's high points throughout each department. Council members and staff decided on having a ribbon cutting for the PW/PD Campus one day this spring when the campus is fully finished. b. 2025 Departmental Goals Discussion 1. Police (3:30p – 4p) 2. Fire (4p – 4:30p) 3. Community Development (4:30p – 5p) 4. Parks and Recreation (5p – 5:30p) 5. Public Works (5:30p – 6p) 6. Admin (6p – 6:30p) City Administrator Martin highlighted the strategic plan for 2025, and each department discussed their goals and initiatives for 2025. A document will be shared publicly about what the bullet points are for each department. Items noted; conduct employee survey every 2 years to determine any trends and complete this mid- year in order to align with the budget process, discuss community engagement more in-depth at a future work session, continue to pursue incentive programs through the Port Authority, further inform council members about the tax revenue that a project will generate for the City, as part of the downtown reinvestment to include south of county road 42 as well as have a drafting session with Council members and the Planning Commission. c. Long term "Parking-Lot" ideas Council members and staff discussed ice needs. Staff will further investigate and pursue quotes for a few different ice scenarios and share the information at a future work session. Also discussed the possibility of doing a 2-year budget process versus 1-year and creating a yearly calendar of events for residents. Page 28 of 212 d. Wrap up and next steps (7:30 p.m.) City Administrator Martin will work with staff to finalize the goals and check in with Council on the progress throughout the year. ADJOURNMENT There being no further business to come before the City Council at the special council meeting and upon a motion by Weisensel and a second by Theisen the meeting was adjourned at 7:45 p.m. Respectfully submitted, Erin Fasbender City Clerk Page 29 of 212 ROSEMOUNT CITY COUNCIL REGULAR MEETING PROCEEDINGS FEBRUARY 4, 2025 CALL TO ORDER/PLEDGE OF ALLEGIANCE Pursuant to due call and notice thereof, a regular meeting of the Rosemount City Council was held on Tuesday, February 4, 2025, at 7:00 PM. in Rosemount Council Chambers, 2875 145th Street West. Mayor Weisensel called the meeting to order with Councilmembers Freske, Essler and Klimpel. Councilmember Theisen was absent. APPROVAL OF AGENDA Motion by Weisensel Motion to approve the agenda. Ayes: 4. Nays: None. Motion carried. PRESENTATIONS, PROCLAMATIONS AND ACKNOWLEDGMENTS a. Presentation and Acceptance of Rebate City Administrator Martin introduced Jen from Minnesota Energy Resources who presented a $15,000 rebate check for energy efficiency design at the new PW PD Campus. Mr. Martin also noted a rebate check was received from Xcel Energy too. RESPONSE TO PUBLIC COMMENT None. PUBLIC COMMENT None. CONSENT AGENDA Motion by Klimpel Second by Essler Motion to approve consent agenda with item 6.e. removed. Ayes: 4. Nays: None. Motion Carried. a. Bill Listings b. Minutes of the January 21, 2025, Regular Meeting Minutes c. Resolution and Consent Order Imposing Civil Penalty d. Renewal of Consumption and Display (Set Up) Permit e. Order Preparation of an AUAR for Dakota East Page 30 of 212 Council member Klimpel pulled this item for further discussion. Community Development Director Kienberger discussed the Dakota East project and the process of ordering an alternative urban areawide review (AUAR); noting the preparation of an AUAR is more cost-effective than multiple environmental assessment worksheets. Once the AUAR is finalized, the City Council will have the opportunity to review and act. Motion by Freske Second by Essler Motion to Adopt a Resolution Ordering the Preparation of an AUAR for Dakota East. Ayes: 4. Nays: None. Motion Carried. f. Application to Conduct Off-Site Gambling for Rosemount Area Hockey Association g. On-Sale License on Public Premise h. Approve Right of Way Easement - Amber Fields Commercial Road i. Request by Maplewood Development for Amber Fields 22nd Final Plat PUBLIC HEARINGS None. UNFINISHED BUSINESS None. NEW BUSINESS None. ANNOUNCEMENTS a. City Staff Updates City Administrator Martin highlighted the goal setting session that took place last week with City Council discussing the direction of the city moving forward. Also noted there are several job opportunities for the City and those interested should view the City website for more information. b. Upcoming Community Calendar Mayor Weisensel reviewed the calendar of events and upcoming meetings. ADJOURNMENT There being no further business to come before the City Council at the regular council meeting and upon a motion by Weisensel and a second by Klimpel the meeting was adjourned at 7:14 p.m. Respectfully submitted, Erin Fasbender City Clerk Page 31 of 212 ROSEMOUNT CITY COUNCIL WORK SESSION PROCEEDINGS FEBRUARY 4, 2025 CALL TO ORDER Pursuant to due call and notice thereof, a work session meeting of the Rosemount City Council was held on Tuesday, February 4, 2025, at 5:30 PM. in Rosemount Council Chambers, 2875 145th Street West. Mayor Weisensel called the meeting to order with Councilmembers Freske, Essler and Klimpel. Councilmember Theisen was absent. a. FOLLOWING THE CITY COUNCIL REGULAR MEETING: UPDATES The Council may choose to reconvene the work session after the adjournment of the regular meeting if the business of the work session is unable to be completed in the allotted time. a. Staff Reports Parks and Recreation Department Parks and Recreation Director Schultz informed City Council on staff using an affidavit form for projects that will show responsibiilty for when an inspection is missed. This form would be used in the field and would need to be signed by the owner. Mr. Schultz noted the property adjacent to McMenomy Woods has a minimum bid of $8,000 at an upcoming Dakota County Auction. Staff is interested in purchasing the property as it will allow for trail access to the north. Staff is developing a landscape plan in the near future for the dog park project that is next to the pickle ball courts. Then, the project will go out for bid. The project should be done in early spring. Administrative Services Department Staff discussed the current open seats for City Commissions, noting the Environmental and Sustainable Commission (ESC) is down to two members. Staff proposed combining the ESC and Parks & Recreation Commission being there is a lot of cross-over in the two commissions goals and work plans. City Council is in favor with the combining of the two commissions. City Clerk Fasbender discussed a request that was received to amend our current city code to allow for licensed massage therapist to massage at other locations rather than just one permanent location. City Council members were not interested in changing the city code at this time. Council Updates Council member Essler provided updates regarding MVTA, noting Dakota County is not represented Page 32 of 212 currently. Staff provided updates on The Clover and Super America, noting there will be further updates in the future. ADJOURNMENT There being no further business to come before the City Council at the regular council meeting and upon a motion by Weisensel the meeting was adjourned at 6:34 p.m. Respectfully submitted, Erin Fasbender City Clerk Page 33 of 212 EXECUTIVE SUMMARY City Council Regular Meeting: February 18, 2025 AGENDA ITEM: Municipal State Aid Mileage Revision AGENDA SECTION: CONSENT AGENDA PREPARED BY: Brian Erickson, City Engineer AGENDA NO. 6.e. ATTACHMENTS: Resolution, MnDOT System Revision, Map APPROVED BY: LJM RECOMMENDED ACTION: Adopt a resolution to establish two new State Aid Routes BACKGROUND The City of Rosemount, as a Municipal State Aid City, updates and certifies the mileage of the entire street system annually as required by the Minnesota Department of Transportation. Cities can designate up to 20% of their certified mileage as Municipal State Aid Streets (MSAS), which makes those street segments eligible to receive funding for construction and maintenance. It also increases the total allotment of MSAS funds the city receives each year. Currently, Rosemount has 0.88 miles undesignated and available to be added to the system. Staff reviewed options for addition and forwarded two street segments to MnDOT for proposed revision and addition. These segments will designate 0.48 miles and increase the system to 33.38 miles with 0.40 miles remaining undesignated. The proposed additions are: • Connemara Trail between Akron Avenue (County Road 73) and Aspen Avenue - 0.29 miles • Aspen Avenue between Connemara Trail and 145th Street (County State Aid Highway 42) - 0.19 miles Adopting the attached resolution is the final step for the city in revising Rosemount's State Aid routes. RECOMMENDATION Staff recommends that the City Council adopt the attached resolution designating two new MSAS routes. Page 34 of 212 CITY OF ROSEMOUNT DAKOTA COUNTY, MINNESOTA RESOLUTION 2025 - XX A RESOLUTION DESIGNATING TWO NEW MUNICIPAL STATE-AID ROUTES WHEREAS, the City Council of the City of Rosemount approves that the streets hereinafter described should be designated Municipal State Aid Streets under the provisions of Minnesota Law. NOW THEREFORE, BE IT RESOLVED, by the City Council of the City of Rosemount that the roads described as follows: •Connemara Trail between Akron Avenue (County Road 73) and Aspen Avenue - 0.29 miles •Aspen Avenue between Connemara Trail and 145th Street (County State Aid Highway 42) - 0.19 miles and hereby are established, located and designated as Municipal State Aid Streets of the City of Rosemount, subject to the approval of the Commissioner of Transportation of the State of Minnesota. BE IT FURTHER RESOLVED, that the City Clerk is hereby authorized and directed to forward two certified copies of this resolution to the Commissioner of Transportation for consideration, and that upon approval of the designation of said road or portions thereof, that same be constructed, improved and maintained as Municipal State Aid Streets of the City of Rosemount, to be numbered and known as a Municipal State Aid Streets: •Connemara Trail: MSAS 104 •Aspen Avenue: MSAS 155 ADOPTED this 18th day of February 2025. Jeffery D. Weisensel, Mayor ATTEST: Erin Fasbender, City Clerk Page 35 of 212 State Aid for Local Transportation 395 John Ireland Blvd., MS 500 St. Paul, MN 55155 An equal opportunity employer TO: Brian Erickson Rosemount City Engineer FROM: William Lanoux Manager, Municipal State Aid Needs Unit DATE: February 10, 2025 SUBJECT: Municipal State Designations The following Municipal State Aid Street designations will be approved when the City Council resolution has been received. Extension of MSAS 104: Connemara Trail- from Akron Avenue (CR 73) to Aspen Avenue (0.29 miles) MSAS 155: Aspen Avenue- from 145th Street (CSAH 42) to Connemara Trail (0.19 miles) A Commissioner's Order will follow. Needs Update Comments: Routes can receive Needs and be used in the calculation of your 2026 allotment. Include this revision with your 2025 spring Needs update (this year). Certification of Mileage Update Comments: You can include these revisions on the 2025 Annual Certification of Mileage that is due in January 2026. If you have any questions, contact your DSAE or Bill Lanoux at (651) 366‐3817 for instructions. Available Mileage 0.88 2024 Certified Mileage + Revoked Mileage 0.00 - Designated Mileage 0.48 Remaining Available Mileage 0.40 Page 36 of 212 Page 37 of 212 EXECUTIVE SUMMARY City Council Regular Meeting: February 18, 2025 AGENDA ITEM: Caramore Crossing 1st and 2nd Additions, Accept Public Improvements AGENDA SECTION: CONSENT AGENDA PREPARED BY: Brian Erickson, City Engineer AGENDA NO. 6.f. ATTACHMENTS: Caramore 1st Resolution, Caramore 1st Recommendation, Caramore 1st Map, Caramore 2nd Resolution, Caramore 2nd Recommendation, Caramore 2nd Map APPROVED BY: LJM RECOMMENDED ACTION: Adopt resolutions accepting Caramore Crossing 1st Addition, City Project 2019-04 and Caramore Crossing 2nd Addition, City Project 2021-08 Public Improvements for Perpetual Maintenance BACKGROUND Public improvements installed as part of Caramore Crossing 1st Addition, City Project 2019-04 and Caramore Crossing 2nd Addition, City Project 2021-08, included streets, sanitary sewer, watermain and storm sewer. Caramore Crossing 1st Addition was completed during the 2021 construction season, with the wear course paved in 2023. Caramore Crossing 2nd Addition was completed during the 2022 construction season, with the wear course paved in 2024. The developer has provided as built documentation, and staff has requested final invoices for the installed work as well as the associated lien waivers. Bolton and Menk, Inc., the City's inspector for the project, has submitted letters indicating all work is in alignment with the specifications and standards, and recommends acceptance of the public improvements. RECOMMENDATION Upon City acceptance of the work, the public improvements constructed in Caramore Crossing 1st Addition, City Project 2019-04 and Caramore Crossing 2nd Addition, City Project 2021-08, shall become City property per the subdivision agreement. Staff recommends that City Council adopt the resolutions accepting the improvements for perpetual maintenance. Page 38 of 212 CITY OF ROSEMOUNT DAKOTA COUNTY, MINNESOTA RESOLUTION 2025-XX A RESOLUTION ACCEPTING PUBLIC IMPROVEMENT FOR CARAMORE CROSSING 1ST ADDITION CITY PROJECT 2019-04 WHEREAS, the developer has requested the City accept the public improvements, and; WHEREAS, the developer has provided final close out documents and as-built record drawings. BE IT RESOLVED, by the City Council of the City of Rosemount, Minnesota. The work completed under said agreement is hereby accepted for perpetual maintenance and ownership. ADOPTED this 18th day of February 2025. Jeffery D. Weisensel, Mayor ATTEST: Erin Fasbender, City Clerk Page 39 of 212 H:\ROSEMNT_CI_MN\T18122462\1_Corres\C_To Others\2024-12-12_Project Accpetance 1st & 2nd addition\MEMORANDUM- Project Acceptance - 1st addition.docx MEMORANDUM Date: December 12, 2024 To: Brian Erickson, PE, City Engineer City of Rosemount From: Matt Blazer, PE, Principal Engineer Subject: Caramore Crossing 1st Addition City Project 2019-04 Project No.: T18.122462 The City of Rosemount is in the process of closing out and accepting the infrastructure improvements for the development of Caramore Crossing 1st Addition. The development of an 82 lot residential development on 31-acres was proposed by DR Horton with the improvements consisting of a sanitary sewer extension, watermain extension, storm water management, and implementation of approximately 3,900 feet of local roads. The improvements were designed by Westwood and inspected by Bolton & Menk in accordance with the City’s Standard Specifications and Engineering Guidelines. The public improvements were constructed by Northwest Total Site. Bolton & Menk recommends approval and acceptance of the street & utility improvements. Please contact me at Matt.Blazer@bolton-menk.com or 612-756-4823 with any comments or questions. Sincerely, Bolton & Menk Matt Blazer, PE Principal Engineer Page 40 of 212 Page 41 of 212 CITY OF ROSEMOUNT DAKOTA COUNTY, MINNESOTA RESOLUTION 2025-XX A RESOLUTION ACCEPTING PUBLIC IMPROVEMENT FOR CARAMORE CROSSING 2ND ADDITION CITY PROJECT 2021-08 WHEREAS, the developer has requested the City accept the public improvements, and; WHEREAS, the developer has provided final close out documents and as-built record drawings. BE IT RESOLVED, by the City Council of the City of Rosemount, Minnesota. The work completed under said agreement is hereby accepted for perpetual maintenance and ownership. ADOPTED this 18th day of February 2025. Jeffery D. Weisensel, Mayor ATTEST: Erin Fasbender, City Clerk Page 42 of 212 H:\ROSEMNT_CI_MN\T18122462\1_Corres\C_To Others\2024-12-12_Project Accpetance 1st & 2nd addition\MEMORANDUM- Project Acceptance - 2nd addition.docx MEMORANDUM Date: December 12, 2024 To: Brian Erickson, PE, City Engineer City of Rosemount From: Matt Blazer, PE, Principal Engineer Subject: Caramore Crossing 2nd Addition City Project 2021-08 Project No.: T18.122462 The City of Rosemount is in the process of closing out and accepting the infrastructure improvements for the development of Caramore Crossing 2nd Addition. The development of an 44 lot residential development on 22-acres was proposed by DR Horton with the improvements consisting of a sanitary sewer extension, watermain extension, storm water management, and implementation of approximately 2,400 feet of local roads. The improvements were designed by Westwood and inspected by Bolton & Menk in accordance with the City’s Standard Specifications and Engineering Guidelines. The public improvements were constructed by Northwest Total Site. Bolton & Menk recommends approval and acceptance of the street & utility improvements. Please contact me at Matt.Blazer@bolton-menk.com or 612-756-4823 with any comments or questions. Sincerely, Bolton & Menk Matt Blazer, PE Principal Engineer Page 43 of 212 Page 44 of 212 EXECUTIVE SUMMARY City Council Regular Meeting: February 18, 2025 AGENDA ITEM: Request by Greg Steininger for Renewal of a Small Scale Mineral Extraction Permit for 2025 and 2026 AGENDA SECTION: CONSENT AGENDA PREPARED BY: Liz Kohler, Community Development Technician AGENDA NO. 6.g. ATTACHMENTS: Site Location, Mineral Extraction Permit 2025, Applicant Narrative, Site Plan , Aerial Imagery, Site Photos- Steiniger APPROVED BY: LJM RECOMMENDED ACTION: Motion to approve the renewal of the Max Steininger Inc Small Scale Mineral Extraction Permit for 2025 and 2026 subject to terms and conditions in the attached Conditions for Mineral Extraction. BACKGROUND Applicant and Property Owner: Greg Steininger, Max Steininger Inc. Location: Approximately one mile east of US Highway 52 along CSAH 42; adjacent to 4322 145th Street East Area in Acres: 79 acres Mining Area: 37 acres Comp. Guide Plan Designation: LDR– Low Density Residential, MDR – Medium Density Residential and HDR – High Density Residential Current Zoning: A2- Agricultural The City Council is being asked to consider a request from Max Steininger, Inc. to renew the existing Small-Scale Mineral Extraction Permit for its operation located along County Highway 42 and east of State Highway 52 in the southeastern portion of Rosemount. Small Scale Mineral Extraction is permitted in the city as an Interim Use Permit (IUP) within specified areas, and the permit for such uses expires after one to two years. The applicant applied for the initial mining permit IUP in the summer of 2018 and has been granted renewal of the permit extending it through 2024. The current request would extend the mining permit for an additional two years through the end of 2026. The applicant, Max Steininger, Inc. (affiliated with the property owner County Road 42 Properties), owns a construction and excavation business in Eagan and received approval from the City in 2018 to start a new mining operation next to the Danner Inc. mine along Highway 42. Over the last six years, the applicant has commenced mining activities in the northern-most portions of their Phase 1 mining area, constructed an access road for the mine, and installed a berm along the access road using topsoil from the active mining area. Because the mineral extraction use is closely tied to the applicant’s primary business, there will be limited sales of materials to outside projects from the mine. The applicant has provided a detailed application packet for the mining renewal, and has hired Sunde Page 45 of 212 Engineering to help prepare plans for the site and to provide information as required under the City’s mineral extraction ordinance. Roughly 8 acres of the 15 acres in Phase 1 have been stripped and mining has progressed across 4.5 acres of that stripped area. Approximately 60,000 tons of material were removed in 2024. In addition to the mining, the applicant finished construction of the berm planned along the entrance road in early 2020. The berm was moved further to the east along the access road to provide a more direct and effective screen between the mining road and nearby residential structures. It was also completed to its planned height of 15 feet with an appropriate cover material to prevent erosion, dust, and soil loss. For 2025, the applicant anticipates extracting 50,000 tons of material. As noted by the applicant, material is excavated and processed on site. Processing consists of crushing and screening with portable processing equipment set up upon the floor of the mine recessed from the surrounding grade to reduce noise and dust emissions. Material is stockpiled on the floor of the mine. The applicant also intends to perform recycling of concrete and asphalt material on the property, which will be crushed and blended with on-site materials to produce recycled aggregate blends. The applicant will need to obtain approval by the Dakota County Environmental Management Department prior to the recycling operations. No haul back material was brought to the site in 2024, and no topsoil has been removed from the property. ISSUE ANALYSIS Aggregate mining is reviewed through an interim use permit which is a Quasi-Judicial action. As such, the city has a set of standards and requirements for review. Generally, if the applications meet the ordinance requirements they must be approved. The standards and requirements for this mineral extraction are detailed in Section 11-6-4M of the Zoning Ordinance and the attached Mineral Extraction permit. The subject property is zoned AG – Agriculture and meets or exceeds the applicable performance standards for small scale mineral extraction. Small scale mineral extraction is listed as an interim use within the Agriculture district. The table below details the current land use, zoning, and future land use information for the surrounding properties. These properties are all currently zoned Agricultural and are located within the 2030 Metropolitan Urban Service Area (MUSA). The 2040 Future Land Use Map anticipates a mixture of low, medium, and high density residential on the applicant’s parcel. Future reclamation of the site will need to be performed before an impacted area may be developed for housing in accordance with the City’s future land use plan. Surrounding Land Use and Zoning Information Direction Current Land Use Zoning Guided Land Use North Agriculture Agricultural BP- Business Park South Agriculture Agricultural LDR- Low Density Residential East Agriculture Agricultural LDR, MDR, and HDR- Low, Medium, and High Page 46 of 212 Density Residential West Agriculture Agricultural RC- Regional Commercial LDR, MDR, and HDR- Low, Medium, and High Density Residential Access to the Steininger mine comes from County Road 42 via a gravel road along the eastern edge of the property. The applicant has secured the necessary access permits from Dakota County for the access road and will need to continue to abide by the terms and conditions of this permit throughout the life of the mine. The permit application notes that haul routes within the city will continue to be County Road 42 to State Highway 52. As a part of the annual review of all mineral extraction permits, staff consults with the Rosemount Police Department regarding any police activity. Police records found no incidents at the subject property during 2024. Planning Commission Action The Planning Commission held a public hearing during its meeting on January 28th to review the renewal request and receive public comment. The Planning Commission received no comments related to the request, and the Commission voted unanimously to recommend the City Council renew the Greg Steininger Small Scale Mineral Extraction permit for 2025 and 2026. RECOMMENDATION Staff recommends renewal of the Small Scale Mineral Extraction Permit for Max Steininger, Inc. for 2025 and 2026 based upon a review of the information submitted by the applicant, the mineral extraction standards in Section 11-6-4 of the City Code, City Police records and the attached permit. Page 47 of 212 Page 48 of 212 Mineral Extraction Permit 2025 and 2026 Conditions for Small Scale Mineral Extraction Permit MAX STEININGER, INC. A Max Steinnger Inc., hereinafter referred to as the “Property Owner”, shall sign a written consent to these conditions binding itself and its successors or assigns to the conditions of said permit. B The property Owner shall comply with all terms of this permit as well as the standards for mineral extraction listed in Section 11-6-4 M. of the City Code. C This permit is granted for the area designated as Phase 1 (approximately 15 acres) on Exhibit A, Mineral Extraction Permit Mine Plan, which is attached hereto as an exhibit. Regrading and reclamation shall occur in the area designated Phase 1 on Exhibit A in accordance with the requirement of Section 11-6-4 M of the City Code. D The term of the permit shall extend from the date approved by the City Council until December 31, 2026 unless revoked prior to that for failure to comply with the permit requirements. An Annual Mining Permit fee shall be paid to the City of Rosemount. E All required permits from the State of Minnesota, County of Dakota and City of Rosemount (hereinafter "City") or any of their agencies shall be obtained and submitted to the City prior to the issuance of the permit. Failure by the Property Owner to comply with the terms and conditions of any of the permits required under this paragraph shall be grounds for the City to terminate said mining permit. F The final grading for the permit area shall be completed in accordance with the Final Reclamation Plan, attached as Exhibit B, or as approved by the City Engineer, and any other conditions that may be imposed by the City from time to time. G All gravel trucks and other mining related traffic shall enter and exit the mining area from County State Aid Highway 42. It shall be the Property Owner's responsibility to obtain any access permits or easements necessary for ingress and egress. The location of the accesses and/or easements for ingress and egress shall be subject to approval by the City, as well as the County Highway Department if any changes occur relative to the mining process. H A plan for dust control shall be implemented and subject to approval by the City. The Property Owner shall clean dirt and debris from extraction or hauling operations related to the Mineral Extraction Permit from streets. After the Property Owner has received 24-hour verbal notice, the City may complete or contract to complete the clean-up at the Property Owner’s expense. In the event of a traffic hazard as determined by the Public Works Director or Rosemount Police Department, the City may proceed immediately to complete or contract cleanup at Property Owner’s expense without prior notification. I The surface water drainage of the mining area shall not be altered so as to interfere, contaminate, or otherwise affect the natural drainage of adjacent property. J No topsoil shall be removed from the site and the Property Owner shall take necessary measures to prevent erosion of the stockpiled topsoil. The location of the stockpiled topsoil shall be as indicated on Exhibit A. Page 49 of 212 K Any costs incurred now or in the future in changing the location of existing public or private utilities including but not limited to pipelines, transmission structures and sewer infrastructure located within the permit area shall be the sole obligation and expense of the Property Owner. L All costs of processing the permit, including but not limited to planning fees, engineering fees and legal fees, shall be paid by the Property Owner prior to the issuance of the permit. The Property Owner shall reimburse the City for the cost of periodic inspections by the City Engineer or any other City employee for the purpose of insuring that conditions of the permit are being satisfied. The Property Owner agrees to reimburse the City for any other costs incurred as a result of the granting or enforcing of the permit. M The daily hours of operation for the mining area shall be limited to 7:00 a.m. to 7:00 p.m. Monday through Saturday, subject, however, to being changed by the City Council. N The Property Owner shall deposit with the Planning Department a surety bond or cash escrow in the amount of Seven Thousand Five Hundred Dollars per acre ($7,500.00/acre) of active phase in favor of the City for the cost of restoration, regrading and/or revegetating land disturbed by mining activities and to assure compliance with these conditions by the Property Owner. The required surety bonds must be: (1) With good and sufficient surety by a surety company authorized to do business in the State of Minnesota with the right of the surety company to cancel the same only upon at least thirty (30) days written notice to the permit holder and the City. (2) Satisfactory to the City Attorney in form and substance. (3) Conditioned that the Property Owner will faithfully comply with all the terms, conditions and requirements of the permit; all rules, regulations and requirements pursuant to the permit and as required by the City and all reasonable requirements of the City Engineer, or any other City officials. (4) Conditioned that the Property Owner will secure the City and its officers harmless against any and all claims, or for which the City, the Council or any City officer may be made liable by reason of any accident or injury to persons or property through the fault of the Property Owner. (5) The surety bond or cash escrow shall remain in effect from January 1, 2025 to July 31, 2027 Upon thirty (30) days’ notice to the permit holder and surety company, the City may reduce or increase the amount of the bond or cash escrow during the term of this permit in order to insure that the City is adequately protected. O. The Property Owner shall furnish a certificate of comprehensive general liability insurance issued by insurers duly licensed within the State of Minnesota in an amount of at least Five Hundred Thousand and no/100 ($500,000.00) Dollars for injury or death of any one person in any one occurrence, bodily injury liability in an amount of at least One Million Five Hundred Thousand and no/100 ($1,500,000.00) Dollars and property damage liability in an amount of at least Two Hundred Fifty Thousand and no/100 ($250,000.00) Dollars arising out of any one occurrence. The policy of insurance shall name the City as an additional insured and shall remain in effect from January 1, 2025 to July 31, 2027 P. The storage of equipment (unrelated to the sand and gravel mining and processing), manure, construction debris, or hazardous materials of any kind shall not be permitted on site. The placement of construction debris, manure, or hazardous materials within the pit as fill shall be strictly prohibited. The placement of asphalt in any form shall also be prohibited unless specifically approved by the City as part of the aggregate and concrete recycling activities. Q. No processing or mixing of materials shall occur on the site, except as approved by the Dakota County Environmental Management Department as incidental to a sand and gravel mining operation. Any such activities will be enclosed with snow or cyclone fencing or as approved by City staff. Construction of any Page 50 of 212 ponding areas, wash plants or other processing or equipment brought to the site shall require additional site and grading plan information subject to review and approval of the City Engineer. R. The Property Owner shall hold the City harmless from all claims or causes of action that may result from the granting of the permit. The Property Owner shall indemnify the City for all costs, damages or expenses, including but not limited to attorney's fees that the City may pay or incur in consequence of such claims. S. The Property Owner shall comply with such other requirements of the City Council as it shall from time to time deem proper and necessary for the protection of the citizens and general welfare of the community. T. Complete mining and reclamation is required in all phases before any additional mining is authorized. Modifications or expansion of the mining areas must be approved in writing to the City. Property Owner shall submit to the City semiannually a written report indicating the amount of material extracted from the site for the prior six-month period. U. The Property Owner shall incorporate best management practices for controlling erosion and storm water runoff as specified by the Minnesota Pollution Control Agency and the United States Environmental Protection Agency. V. Reclamation shall include the replacement of the entire stockpile of topsoil on the mined area, reseeding and mulching necessary to re-establish vegetative cover for permanent slope stabilization and erosion control. The minimum depth of topsoil shall not be less than two inches after reclamation. No restored slopes may exceed a gradient of 25% or four to 1 (4:1). W. The Property Owner must show how materials stockpiled for recycling will be processed and inform the City of all stockpiled materials. No stockpiles shall exceed elevation of the grades adjacent to the mine (the height of the pit wall). X. The Property Owner may not assign this permit without written approval of the City. The Property Owner will be responsible for all requirements of this permit and all City ordinances on the licensed premises for the permit period unless the Property Owner gives sixty (60) days prior written notice to the City of termination and surrenders the permit to the City. The Property Owner shall identify all Operators prior to their commencement of mineral extraction-related activities in the pit area. The City shall have the authority to cause all mineral extraction activities to cease at any time there is an apparent breach of the terms of this Permit. Y. The Property Owner shall install and maintain a “stock” gate (or equivalent) at the entrance to the property where the mining operation is located. The gate must be secured at 7:00 p.m. and at any time the pit is not in use. Z. There shall be no “haul-back” of materials from any other property or job site that would be imported to the property for fill or other purposes other than incidental concrete recycling as referred to in paragraphs Q and W; topsoil imported for the purpose of re-establishing turf as accepted by the City; and earthen fill materials from projects that further meets the requirements of testing in documents by American Engineering Testing, Inc. (or other City approved geotechnical testing firm), and which is used to replace sand and gravel mined below approved finish grades. AA. Max Steininger., Inc. shall submit semi-annually to the City documentation of the American Engineering Testing, Inc. (or other City approved geotechnical testing firm) environmental and geotechnical testing Page 51 of 212 with documentation verifying the source and quantity of any “haul-back” material. These reports shall be provided by May 15th and November 15th of each year. BB. Max Stieninger., Inc. shall submit an incidence report to the City within three days of any testing that fails for contamination or hazardous materials, or will not produce a normal moisture-density relationship for compaction. CC. Max Steininger., Inc. shall compact the entire reclamation site to a minimum compaction of 95% of maximum dry density. DD. Mining to the elevation of 840 feet above mean sea level provided that the site is reclaimed to the elevation shown on Exhibit A with haul-back, clean-fill material. In no instance shall mining occur in the groundwater aquifer. EE. Blasting or the use of explosives is prohibited. FF. Truck operators within the pit area shall not engage in practices involving slamming tailgates, vibrating boxes, using of “jake” or engine brakes (except in emergency situations) or other such activities that result in excessive noise. GG. The City of Rosemount shall have the ability to collect independent soil and water samples. HH. The operator shall install and maintain “No Trespassing” signs consistent with the standards outlined in Minnesota State Statute 609.605. Max Steininger, Inc., Property Owner, hereby consents and agrees to the foregoing conditions of said mining permit. IN WITNESS WHEREOF, the Property Owner has hereunto set his hand this _____ day of __________________, 20____. MAX STEININGER, INC. By:__________________________________ Its: _________________________ STATE OF MINNESOTA ) ) § COUNTY OF __________ ) The foregoing instrument was acknowledged before me this ______day of _________________, 20____, by __________________________________, on behalf of Max Stieninger, Inc., Property Owner. ______________________________________ Notary Public Page 52 of 212 Page 53 of 212 Page 54 of 212 Page 55 of 212 Page 56 of 212 Page 57 of 212 Page 58 of 212 Page 59 of 212 August 2023 October 2024 Page 60 of 212 Page 61 of 212 Page 62 of 212 EXECUTIVE SUMMARY City Council Regular Meeting: February 18, 2025 AGENDA ITEM: Request by Maplewood Development for approval of Amber Fields 21st Addition Final Plat AGENDA SECTION: CONSENT AGENDA PREPARED BY: Julia Hogan, Planner AGENDA NO. 6.h. ATTACHMENTS: Resolution, Site Location, Preliminary Plat, Phasing Plan, Site Plan, Grading Plan, Erosion Control Plan, Sanitary Sewer and Watermain Plan, Storm Sewer Plan, Landscape Plan, Final Plat, Engineer's Memo Dated October 21, 2024, Parks and Recreation Memorandum dated January 17, 2024 APPROVED BY: LJM RECOMMENDED ACTION: Motion to adopt a resolution approving the Amber Fields 21st Addition Final Plat, subject to the conditions in the attached resolution. BACKGROUND Owner: Earl Street Partners II, LLC. Area in Acres: 25.94 Acres Residential Lots Created: 91 Single-Family Lots Gross Density: 2.15 Units/Acre Net Density: 2.7 Units/Acre Comprehensive Plan Guiding: MUR - Mixed Use Residential Current Zoning: R-1 PUD - Low Density Traditional Residential Planned Unit Development The City Council is being asked to consider a request by Maplewood Development for approval of a final plat for Amber Fields 21st Addition to create 91 single-family residential lots. The proposed subdivision is the second phase of the Amber Fields 15th Addition Preliminary Plat. The applicant submitted preliminary and final plat requests to create 167 single-family lots across 77.58-acres east of Akron Avenue. The first phase of development in this preliminary plat area consisted of 76 single- family residential lots. Land in the western portion of the preliminary plat area was initially reserved for a future school site, but the applicant indicated that the school district would not be acquiring that land for a school as the acreage needed was much higher than what was available on that site. That western portion is now Amber Fields 18th Addition - a rezoning to Low Density Residential and preliminary and final plats were approved for that area by City Council in June 2024. The City Council approved the preliminary and final plat requests for the 15th addition at its meeting on February 20, Page 63 of 212 2024. Staff is recommending approval of the plat, subject to conditions listed in the attached resolution. ISSUE ANALYSIS Legal Authority Final Plat approvals are quasi-judicial in nature because the City has a set of standards and requirements for reviewing this type of application. The proposed plat is reviewed against these standards in detail below. Generally, if the final plat meets the ordinance requirements, it must be approved. General Subdivision Design The preliminary plat area is located on the easternmost portion of the Amber Fields development area, south of Dakota County College. It is bound on the west by Akron Avenue and surrounded on the north, east and south by land owned by the University of Minnesota. Main access into the site will be from two streets that intersect Akron Avenue, shown on the plat as Aster Blvd and Adamstown Drive. Adamstown Drive extends east from Akron where it curves up to connect with Aster Blvd in the northeast portion of the plat area. Because Akron Avenue is a County road, access onto it will limited in the future when Akron is extended as County Road 73, and only right in and right out maneuvers will be allowed where Adamstown Drive intersects Akron Avenue. The Planning Commission recommended including a condition with the 15th Addition that the developer provide a connection to a future 155th Street immediately south of the site to allow full access onto Akron Avenue when that road is constructed. The developer updated the plat that provides a connection to the south. The street plan also included two shorter north/south roads (Aghamore Trail and Adrigale Path) that connect to Aster Blvd and Adamstown Drive, and another street called Achilles Drive that connects Aghamore Trail and Adriglae Path to each other. Temporary cul-de-sacs have been constructed at the eastern termini of Adamstown Drive and Aster Blvd until the second phase of this preliminary plat area starts to develop. Rezoning and Land Use The site is designated for MUR-Mixed Use Residential land use, which can include a range of housing types, from single-family homes on traditional sixty-five foot lots to townhomes. The zoning district in which the preliminary plat is located is R1-Low Density Residential. The Amber Fields Planned Unit Development Agreement includes several deviations from the Zoning Ordinance. In addition to dimensional standards, the table below compares the proposed preliminary plat to the standards of the Amber Fields PUD. Category Required (Amber Fields PUD) Amber Fields 15th and 21st Additions Min. Lot Area (sf) 5,400 (interior) 7,200 (corner) 8,450 Min. Lot Width 45 ft. (interior) 55 ft. (corner) 65 ft. Min. Front Yard Setback 25 ft 25 ft. Page 64 of 212 Min. Side Yard Setback 10 ft. dwelling/5 ft. garage/20 ft. corner 10 ft. dwelling/5 ft. garage/20 ft. corner Min. Rear Yard Setback 20 ft. 30 ft. The Amber Fields PUD also includes a deviation from the maximum lot coverage as follows: The maximum lot coverage shall be fifty-five percent (55%) for lots less than 8,000 square feet, fifty percent (50%) for lots between 8,000 and 9,000 square feet, forty-five percent (45%) for lots between 9000 and 10,000 square feet, and forty percent (40%) for lots over 10,000 square feet. This standard will be reviewed as part of the building permitting process to ensure compliance. Phasing The proposed plat is the second phase within the Amber Fields 15th Addition preliminary plat area. The first phase of development initially occurred in the central portion of the plat just east of the outlots and contains 76 single-family residential lots. Also, a part of this first phase was the construction of the two access roads into the site and as well as two other internal roads. The second phase will be the remaining 91 single-family residential lots and the remainder of the two main access roads and remaining two internal road systems. Parks and Landscaping The Parks and Recreation staff reviewed the park dedication requirement for Amber Fields 15th Addition preliminary plat area as part of the overall Master Development Plan to consider the multiple playgrounds and extensive open space within the development. The parks dedication for the 15th Addition preliminary plat area will be met through developer installed improvements as outlined in the subdivision agreement. The street and sidewalk system within the preliminary plat provides direct access to the trails and parks. The Vermillion Highlands Regional Greenway is identified in the City’s Parks Master Plan as being in this area. The developer should work with the County to accommodate that trail. The County has indicated a willingness to acquire their required ROW using Met Council funds and has begun a dialogue with the developer. A landscape surety equal to 110% of the cost of the trees to be planted on the site was required to be submitted with the 15th Addition. A total of 210 trees was shown on the landscape plan for both the first and second phases of development. The landscape surety amount of $69,300 was required as part of the preliminary plat. Utilities The site is served by water and sanitary sewer located within Akron Avenue. Stormwater is managed on site, which differs from previous Amber Fields additions located west of Akron Avenue. In that portion of Amber Fields, all stormwater is managed within the large open space central to the site. Storm sewers in Amber Fields 15th and 21st Additions carry water to the basin located in the north portion of the preliminary plat area. Engineering staff reviewed the plans submitted and has provided a memorandum with comments generally related to plan details. Final Plat Standards for reviewing subdivision requests are detailed in Title 12 of the Rosemount City Code. This Page 65 of 212 section of the Code outlines the two-step Preliminary and Final Plat process for land subdivision. The final plat for Amber Fields 21st Addition includes 91 single-family residential lots and dedicated right of way. Staff finds the Final Plat is consistent with the Preliminary Plat and meets the requirements of the Zoning Ordinance. RECOMMENDATION Staff is recommending approval of the Amber Fields 21st Addition Final Plat, subject to conditions listed in the resolution. This recommendation is based on information provided by the applicant and reviewed in this report. Page 66 of 212 CITY OF ROSEMOUNT DAKOTA COUNTY, MINNESOTA RESOLUTION 2025-XX A RESOLUTION APPROVING THE FINAL PLAT FOR AMBER FIELDS 21ST ADDITION WHEREAS, Maplewood Development Inc. (Applicant) has submitted applications to the City of Rosemount for Final Plat approval concerning property legally described as follows: Outlot D, AMBER FIELDS FIFTEENTH ADDITION, according to the recorded plat thereof, Dakota County, Minnesota. WHEREAS, on February 18, 2025, the City Council of the City of Rosemount reviewed the Final Plat for Amber Fields 21st Addition. NOW, THEREFORE, BE IT RESOLVED, the City Council of the City of Rosemount hereby approves the Final Plat for Amber Fields 21st Addition, subject to the following conditions: 1. Execution of a Subdivision Agreement. 2. Compliance with all comments and requirements of the City’s engineer detailed in the Engineers Memo dated October 21, 2024. 3. Adherence with all conditions associated with the Amber Fields 15th Addition Preliminary Plat. 4. Compliance with the conditions and standards within the Parks and Recreation Directors Memorandum dated January 17, 2024. 5. No structures or mechanical equipment are allowed within any easement areas. 6. Payment of trunk area charges in the amount of: i. Sanitary Sewer Trunk Charge: $1,705/acre ii. Watermain Trunk Charge: $6,500/acre iii. Storm Sewer Trunk Charge: $6,865/acre ADOPTED this 18th day of February 2025, by the City Council of the City of Rosemount. __________________________________________ Jeffery D. Weisensel, Mayor ATTEST: ___________________________________ Erin Fasbender, City Clerk Page 67 of 212 Page 68 of 212 CO U N T Y RO A D N O . 7 3 C. S. A. H. NO. 42 (145TH ST. W.) (A K R O N A V E . ) AK R O N A V E . A U B U R N A V E . ABB E Y F I E L D A V E . C. S. A. H. NO. 42 (145TH ST. W.) AK R O N A V E . AK R O N A V E . AK R O N A V E . AK R O N A V E . STORMWATER MANAGEMENT AREA 1 BASIN 1918 PER CITY STORMWATER MANAGEMENT AREA 2 STORMWATER MANAGEMENT AREA 3 STORMWATER MANAGEMENT AREA 3 WETLANDWE-18-00611258-000 WETLAND WE-18-006 11258-000 WETLAND WE-18-006 11258-000 AU B U R N A V E . AB B E Y F I E L D A V E . 148TH ST. W. 148TH ST. W. 14 8 T H S T . W . 148TH ST. W. AK R O N A V E . ( C . R . 7 3 ) AB B E Y F I E L D A V E . 149TH STREET WEST AR T A I N E T R A I L ADA ADA ADA ADA ADA ADAADAADA ADA ADA ADA ADA ADA ADA ADA ADA ADA ADAADAADAADAADA ADA ADAADAADA ADA ADA ADA ADA ADA ADA ADA ADA ADA ADA ADA ADA ADA ADA ADA ADA ADA ADA ADA ADAADA ADAADAADAADAADA ADA ADA ADA ADA ADA ADA ADA ADA ADA ADA ADA ADA ADA ADA ADA ADA ADA ADA ADA ADA ADA ADA ADA ELEC RISER ADA ADA ADA ELEC RISER ADA ADA ADA ADAADA 48"36" * 3" WINDOW 24"x24" 5" WINDOW 5" WINDOW 5" WINDOW 5" WINDOW 5" WINDOW 6" WINDOW 6" WINDOW 6" WINDOW 6" WINDOW 6" WINDOW 6" WINDOW 5" WINDOW 5" WINDOW 5" WINDOW 5" WINDOW 6" WINDOW 6" WINDOW 6" WINDOW 6" WINDOW 6" WINDOW 6" WINDOW ADAADA ADAADA ADAADA ADAADA ADAADA ADAADA ADAADA ADAADA 10' DRAINAGE AND UTILITY EASEMEN T 5' DRAINAGE AND UTILITY EASEMENT 5' D R A I N A G E A N D U T I L I T Y E A S E M E N T 10' D R A I N A G E A N D U T I L I T Y E A S E M E N T HWY 42 T 1 2 3 4 5 6 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 81 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 1 2 3 4 5 6 BLOC K 1 ( P H 2 ) BL O C K 2 ( P H 2 ) BL O C K 3 ( P H 2 ) BLO C K 4 ( P H 2 ) BLO C K 5 ( P H 2 ) BL O C K 6 ( P H 2 ) BL O C K 7 ( P H 2 ) BLO C K 8 ( P H 2 ) BLO C K 9 ( P H 2 ) BL O C K 1 0 ( P H 2 ) BL O C K 1 1 ( P H 2 ) AK R O N A V E . OUTLOT A 16151413 17 16 15 14 13 12 11 18 19 20 21 2223 16 15 14 13 22232425 21 20 19 18 17 11 10 9 8 7 6 5 4 3 2 1 12 13 14 15 16 17 18 19 20 21 22 23 41 40 39 38 37 36 35 34 33 32 31 30 29 28 27 2625242322212019181716 BLOC K 2 BLOCK 5 BL O C K 5 BL O C K 6 ROAD A RO A D B ROAD B RO A D D ROAD E 1 2 3 4 5 6 7 8 9 10 11 12 OUTLOT C OUTLOT B 1 BLOC K 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 BLOCK 5 7 8 9 10 11 12 13 14 27282930 1110987654 3 25262728293031 32 33 2 3 4 5 6 7 8 9 BLOCK 4 BLOCK 3 1 34 38 37 36 35 34 33 32 31 2 1 6 5 4 3 2 1 10 24 12 26 15 ROAD A ROAD A RO A D B ROAD B ROAD E RO A D F AK R O N A V E N U E ROAD A ROAD A RO A D B ROAD B ROAD E RO A D F AK R O N A V E N U E ROAD A RO A D D RO A D F RO A D F PROJECT LOCATION FOR RE V I E W O N L Y PRELIM I N A R Y NOT FO R C O N S T R U C T I O N AM B E R F I E L D S - 1 5 T H A D D I T I O N PR E L I M I N A R Y P L A T S U B M I T T A L 733 Marquette Avenue Minneapolis, MN 55402 612.758.3080 www.alliant-inc.com Suite 700 SHEET INDEX SHEET TITLENO. COVER SHEET1 EXISTING CONDITIONS PLAN2 PRELIMINARY PLAT3-7 SITE PLAN9-13 GRADING AND DRAINAGE PLAN14-18 EROSION AND SEDIMENT CONTROL PLAN EROSION AND SEDIMENT CONTROL NOTES AND DETAILS 21-25 SANITARY SEWER AND WATERMAIN PLAN 26 STORM SEWER PLAN 27-31 LANDSCAPE PLAN 32-37 38-42 GRADING PROFILES19-20 PHASING PLAN8 SUITE 700 ALLIANT ENGINEERING, INC. 733 MARQUETTE AVENUE SOUTH MINNEAPOLIS, MN 55402 PH: 612-758-3080 CONSULTANT FX: 612-758-3099 SURVEYOR ENGINEER DANIEL EKREM LICENSE NO. 57366 CLARK WICKLUND LICENSE NO. 40922 LANDSCAPE ARCHITECT EM: cwicklund@alliant-inc.com EM: dekrem@alliant-inc.com MARK KRONBECK LICENSE NO. 26222 EM: mkronbeck@alliant-inc.com VICINITY MAP SCALE: 1" = 4000' DEVELOPER MAPLEWOOD DEVELOPMENT 1128 HARMON PLACE SUITE 320 PH: 612-746-4046 CONTACT: MARIO J. COCCHIARELLA MINNEAPOLIS, MN 55403 AMBER FIELDS - LENNAR PRELIMINARY PLAT 1 CO V E R S H E E T Page 69 of 212 155TH ST. E. AN G U S A V E AK R O N A V E . 155TH ST. E. FOR RE V I E W O N L Y PRELIM I N A R Y NOT FO R C O N S T R U C T I O N LEGEND NOTES: 2 AM B E R F I E L D S - 1 5 T H A D D I T I O N PR E L I M I N A R Y P L A T S U B M I T T A L 733 Marquette Avenue Minneapolis, MN 55402 612.758.3080 www.alliant-inc.com Suite 700 EX I S T I N G C O N D I T I O N S P L A N Page 70 of 212 155TH ST. E. AN G U S A V E AK R O N A V E . 155TH ST. E. OUTLOT A 16151413 17 16 15 14 13 12 11 18 19 20 21 22 23 16 15 14 13 22232425 21 20 19 18 17 11 10 9 8 7 6 5 4 3 2 1 12 13 14 15 16 17 18 19 20 21 22 23 41 40 39 38 37 36 35 34 33 32 31 30 29 28 27 2625242322212019181716 BLOC K 2 BLOCK 5 BL O C K 5 BL O C K 6 ROAD A RO A D B ROAD B RO A D D ROAD E 1 2 3 4 5 6 7 8 9 10 11 12 OUTLOT C OUTLOT B 1 BLO C K 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 BLOCK 5 7 8 9 10 11 12 13 14 27282930 111098765 4 3 25262728293031 32 33 2 3 4 5 6 7 8 9 BLOCK 4 BLOCK 3 1 34 38 37 36 35 34 33 32 31 2 1 6 5 4 3 2 1 10 24 12 26 15 ROAD A ROAD A R O A D B ROAD B ROAD E RO A D F AK R O N A V E N U E ROAD A ROAD A R O A D B ROAD B ROAD E RO A D F AK R O N A V E N U E ROAD A RO A D D RO A D F RO A D F S89°42'15"E 257.28' L=239.38'R=330.00' Δ=41°33'41" S89°42'13"E 1185.84' S41 ° 5 1 ' 2 6 " W 111 . 0 3 ' L=1433.53'R=3225.00' Δ=25°28'06" N0 ° 1 5 ' 5 3 " E 1 0 5 8 . 4 6 ' N0 ° 1 9 ' 4 7 " E 1 3 7 1 . 8 7 ' N89°42'15"W 2024.14' VIEW A VIEW C VIEW B VIEW D PARCEL AREA TABLE PARCEL B1-L1 B1-L2 B1-L3 B1-L4 B1-L5 B1-L6 B1-L7 B1-L8 B1-L9 B1-L10 B1-L11 B1-L12 B1-L13 B1-L14 B1-L15 AREA SF 11,275 8,763 8,759 8,710 8,709 8,702 8,637 8,709 8,709 8,709 8,709 8,709 8,709 8,709 8,703 AREA AC 0.26 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 PARCEL AREA TABLE PARCEL B2-L1 B2-L2 B2-L3 B2-L4 B2-L5 B2-L6 B2-L7 B2-L8 B2-L9 B2-L10 B2-L11 B2-L12 B2-L13 B2-L14 B2-L15 AREA SF 8,709 8,709 8,709 8,709 8,709 8,709 8,709 8,709 8,805 9,348 9,346 9,402 8,856 8,450 8,450 AREA AC 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.21 0.21 0.22 0.20 0.19 0.19 PARCEL AREA TABLE PARCEL B2-L16 B3-L1 B3-L2 B3-L3 B3-L4 B3-L5 B3-L6 B3-L7 B3-L8 B3-L9 B3-L10 B3-L11 B3-L12 B3-L13 B3-L14 AREA SF 8,455 10,563 8,566 8,552 8,542 9,189 8,526 8,523 8,995 9,793 10,216 10,083 9,203 8,559 8,573 AREA AC 0.19 0.24 0.20 0.20 0.20 0.21 0.20 0.20 0.21 0.22 0.23 0.23 0.21 0.20 0.20 PARCEL AREA TABLE PARCEL B3-L15 B3-L16 B3-L17 B3-L18 B3-L19 B3-L20 B3-L21 B3-L22 B3-L23 B3-L24 B3-L25 B3-L26 B3-L27 B3-L28 B3-L29 AREA SF 8,590 8,608 11,903 14,736 9,970 9,971 9,971 9,971 10,018 10,402 9,421 8,639 8,641 8,641 8,641 AREA AC 0.20 0.20 0.27 0.34 0.23 0.23 0.23 0.23 0.23 0.24 0.22 0.20 0.20 0.20 0.20 PARCEL AREA TABLE PARCEL B3-L30 B3-L31 B3-L32 B3-L33 B3-L34 B4-L1 B4-L2 B4-L3 B4-L4 B4-L5 B4-L6 B4-L7 B4-L8 B4-L9 B4-L10 AREA SF 8,640 8,640 8,640 8,758 11,627 11,998 9,308 8,642 8,641 8,640 9,303 8,903 8,902 8,900 9,225 AREA AC 0.20 0.20 0.20 0.20 0.27 0.28 0.21 0.20 0.20 0.20 0.21 0.20 0.20 0.20 0.21 PARCEL AREA TABLE PARCEL B4-L11 B4-L12 B4-L13 B4-L14 B4-L15 B4-L16 B4-L17 B4-L18 B4-L19 B4-L20 B4-L21 B4-L22 B4-L23 B4-L24 B4-L25 AREA SF 9,673 10,891 12,921 11,518 14,310 11,778 12,427 8,710 9,003 8,710 10,405 12,864 12,095 11,328 10,822 AREA AC 0.22 0.25 0.30 0.26 0.33 0.27 0.29 0.20 0.21 0.20 0.24 0.30 0.28 0.26 0.25 PARCEL AREA TABLE PARCEL B4-L26 B4-L27 B4-L28 B4-L29 B4-L30 B4-L31 B4-L32 B4-L33 B4-L34 B4-L35 B4-L36 B4-L37 B4-L38 B5-L1 B5-L2 AREA SF 10,460 9,494 8,710 8,825 8,872 8,872 8,872 8,872 8,872 8,871 8,873 8,872 10,551 18,271 17,125 AREA AC 0.24 0.22 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.24 0.42 0.39 PARCEL AREA TABLE PARCEL B5-L3 B5-L4 B5-L5 B5-L6 B5-L7 B5-L8 B5-L9 B5-L10 B5-L11 B5-L12 B5-L13 B5-L14 B5-L15 B5-L16 B5-L17 AREA SF 15,249 15,232 12,441 11,423 10,573 9,883 9,353 8,966 8,732 8,581 8,476 9,782 11,060 8,764 8,483 AREA AC 0.35 0.35 0.29 0.26 0.24 0.23 0.21 0.21 0.20 0.20 0.19 0.22 0.25 0.20 0.19 PARCEL AREA TABLE PARCEL B5-L18 B5-L19 B5-L20 B5-L21 B5-L22 B5-L23 B5-L24 B5-L25 B5-L26 B5-L27 B5-L28 B5-L29 B5-L30 B5-L31 B5-L32 AREA SF 8,485 8,486 8,488 9,404 8,752 8,493 8,494 9,178 11,895 18,034 19,258 12,260 9,395 8,456 8,459 AREA AC 0.19 0.19 0.19 0.22 0.20 0.19 0.19 0.21 0.27 0.41 0.44 0.28 0.22 0.19 0.19 PARCEL AREA TABLE PARCEL B5-L33 B5-L34 B5-L35 B5-L36 B5-L37 B5-L38 B5-L39 B5-L40 B5-L41 B6-L1 B6-L2 B6-L3 B6-L4 B6-L5 B6-L6 AREA SF 8,461 8,464 8,466 8,469 8,471 8,474 8,476 8,479 10,439 15,821 9,151 9,100 9,100 9,100 9,100 AREA AC 0.19 0.19 0.19 0.19 0.19 0.19 0.19 0.19 0.24 0.36 0.21 0.21 0.21 0.21 0.21 PARCEL AREA TABLE PARCEL B6-L7 B6-L8 B6-L9 B6-L10 B6-L11 B6-L12 B6-L13 B6-L14 B6-L15 B6-L16 B6-L17 B6-L18 B6-L19 B6-L20 B6-L21 AREA SF 9,100 9,100 9,100 9,100 11,435 15,968 8,450 8,450 8,450 8,450 8,450 8,450 8,450 8,450 8,450 AREA AC 0.21 0.21 0.21 0.21 0.26 0.37 0.19 0.19 0.19 0.19 0.19 0.19 0.19 0.19 0.19 PARCEL AREA TABLE PARCEL B6-L22 B6-L23 OUTLOT A OUTLOT B OUTLOT C ROW - 155TH ROW -INTER TOTAL AREA SF 8,450 10,573 349,407 489,860 201,366 191,898 523,277 3,379,434 AREA AC 0.19 0.24 8.02 11.25 4.62 4.41 12.01 77.58 FOR RE V I E W O N L Y PRELIM I N A R Y NOT FO R C O N S T R U C T I O N AM B E R F I E L D S - 1 5 T H A D D I T I O N PR E L I M I N A R Y P L A T S U B M I T T A L PR E L I M I N A R Y P L A T - O V E R A L L V I E W 733 Marquette Avenue Minneapolis, MN 55402 612.758.3080 www.alliant-inc.com Suite 700 3 LEGEND: DRAINAGE AND UTILITY EASEMENTS ARE SHOWN THUS: Being 5 feet in width and adjoining lot lines and 10 feet in width and adjoining right of way lines, unless otherwise indicated on the plat. NOT TO SCALE Page 71 of 212 OUTLOT B 1 BLO C K 1 2 3 4 5 6 7 8 9 10 11 12 13 8765 4 3 28293031 32 33 2 3 4 5 6 1 34 38 37 2 1 ROAD A ROAD A R O A D B ROAD E RO A D F AK R O N A V E N U E ROAD A ROAD A R O A D B ROAD E RO A D F AK R O N A V E N U E RO A D F RO A D F = S89°42'15"E 257.28'L=239.38'R=330.00' Δ=41°33'41" S41 ° 5 1 ' 2 6 " W 111 . 0 3 ' N0 ° 1 5 ' 5 3 " E 1 0 5 8 . 4 6 ' FOR RE V I E W O N L Y PRELIM I N A R Y NOT FO R C O N S T R U C T I O N AM B E R F I E L D S - 1 5 T H A D D I T I O N PR E L I M I N A R Y P L A T S U B M I T T A L PR E L I M I N A R Y P L A T - V I E W A 733 Marquette Avenue Minneapolis, MN 55402 612.758.3080 www.alliant-inc.com Suite 700 4 Page 72 of 212 AK R O N A V E . 155TH ST. E. OUTLOT C OUTLOT B BLOCK 5 7 8 9 10 30 8765 4 3 28293031 32 33 2 3 4 5 6 1 34 38 37 36 35 34 33 32 31 2 1 6 5 4 3 2 1 ROAD A R O A D B ROAD B ROAD E RO A D F ROAD A R O A D B ROAD B ROAD E RO A D F RO A D F RO A D F = L=1433.53'R=3225.00' Δ=25°28'06" N0 ° 1 5 ' 5 3 " E 1 0 5 8 . 4 6 ' FOR RE V I E W O N L Y PRELIM I N A R Y NOT FO R C O N S T R U C T I O N AM B E R F I E L D S - 1 5 T H A D D I T I O N PR E L I M I N A R Y P L A T S U B M I T T A L PR E L I M I N A R Y P L A T - V I E W B 733 Marquette Avenue Minneapolis, MN 55402 612.758.3080 www.alliant-inc.com Suite 700 5 Page 73 of 212 OUTLOT A 16151413 17 16 15 14 13 12 11 18 19 20 21 22 23 16 15 14 13 19 18 17 9 8 7 6 5 4 3 2 1 13 14 15 16 17 18 19 20 21 22 23 41 40 39 38 37 36 35 34 33 32 31 BLOC K 2 BL O C K 5 BL O C K 6 ROAD A RO A D B RO A D D ROAD E 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 111098 25262728 7 8 9 BLOCK 4 BLOCK 3 10 24 12 ROAD AROAD A ROAD A RO A D D = = = N0 ° 1 9 ' 4 7 " E 1 3 7 1 . 8 7 ' N89°42'15"W 2024.14' FOR RE V I E W O N L Y PRELIM I N A R Y NOT FO R C O N S T R U C T I O N AM B E R F I E L D S - 1 5 T H A D D I T I O N PR E L I M I N A R Y P L A T S U B M I T T A L PR E L I M I N A R Y P L A T - V I E W C 733 Marquette Avenue Minneapolis, MN 55402 612.758.3080 www.alliant-inc.com Suite 700 6 Page 74 of 212 155TH ST. E. AN G U S A V E 16 15 14 13 12 11 18 19 20 21 22 23 16 15 14 13 22232425 21 20 19 18 17 11 10 9 8 7 6 5 4 3 12 13 14 15 16 17 18 19 20 38 37 36 35 34 33 32 31 30 29 28 27 2625242322212019181716 BLOCK 5 BL O C K 5 BL O C K 6 RO A D B ROAD B RO A D D ROAD E 11 12 13 14 27282930 111098 25262728 7 8 9 BLOCK 4 BLOCK 3 10 24 12 26 15 ROAD AROAD A RO A D D = = S89°42'13"E 1185.84' N0 ° 1 9 ' 4 7 " E 1 3 7 1 . 8 7 ' FOR RE V I E W O N L Y PRELIM I N A R Y NOT FO R C O N S T R U C T I O N AM B E R F I E L D S - 1 5 T H A D D I T I O N PR E L I M I N A R Y P L A T S U B M I T T A L PR E L I M I N A R Y P L A T - V I E W D 733 Marquette Avenue Minneapolis, MN 55402 612.758.3080 www.alliant-inc.com Suite 700 7 Page 75 of 212 155TH ST. E. AN G U S A V E AK R O N A V E . 155TH ST. E. ROAD A OUTLOT A 16151413 17 16 15 14 13 12 11 18 19 20 21 22 23 16 15 14 13 22232425 21 20 19 18 17 11 10 9 8 7 6 5 4 3 2 1 12 13 14 15 16 17 18 19 20 21 22 23 41 40 39 38 37 36 35 34 33 32 31 30 29 28 27 2625242322212019181716 BLOC K 2 BLOCK 5 BL O C K 5 BL O C K 6 ROAD A RO A D B ROAD B RO A D D ROAD E 1 2 3 4 5 6 7 8 9 10 11 12 OUTLOT C OUTLOT B 1 BLO C K 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 BLOCK 5 7 8 9 10 11 12 13 14 27282930 111098765 4 3 25262728293031 32 33 2 3 4 5 6 7 8 9 BLOCK 4 BLOCK 3 1 34 38 37 36 35 34 33 32 31 2 1 6 5 4 3 2 1 10 24 12 26 15 ROAD A ROAD A R O A D B ROAD B ROAD E RO A D F AK R O N A V E N U E ROAD A ROAD A R O A D B ROAD B ROAD E RO A D F AK R O N A V E N U E ROAD A RO A D D RO A D F RO A D F FOR RE V I E W O N L Y PRELIM I N A R Y NOT FO R C O N S T R U C T I O N AM B E R F I E L D S - 1 5 T H A D D I T I O N PR E L I M I N A R Y P L A T S U B M I T T A L PH A S I N G P L A N 733 Marquette Avenue Minneapolis, MN 55402 612.758.3080 www.alliant-inc.com Suite 700 8 SINGLE FAMILY LOT DATA:LEGEND: Page 76 of 212 155TH ST. E. AN G U S A V E AK R O N A V E . 155TH ST. E. OUTLOT A 16151413 17 16 15 14 13 12 11 18 19 20 21 22 23 16 15 14 13 22232425 21 20 19 18 17 11 10 9 8 7 6 5 4 3 2 1 12 13 14 15 16 17 18 19 20 21 22 23 41 40 39 38 37 36 35 34 33 32 31 30 29 28 27 2625242322212019181716 BLOC K 2 BLOCK 5 BL O C K 5 BL O C K 6 ROAD A RO A D B ROAD B RO A D D ROAD E 1 2 3 4 5 6 7 8 9 10 11 12 OUTLOT C OUTLOT B 1 BLO C K 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 BLOCK 5 7 8 9 10 11 12 13 14 27282930 111098765 4 3 25262728293031 32 33 2 3 4 5 6 7 8 9 BLOCK 4 BLOCK 3 1 34 38 37 36 35 34 33 32 31 2 1 6 5 4 3 2 1 10 24 12 26 15 ROAD A ROAD A R O A D B ROAD B ROAD E RO A D F AK R O N A V E N U E ROAD A ROAD A R O A D B ROAD B ROAD E RO A D F AK R O N A V E N U E ROAD A RO A D D RO A D F RO A D F VIEW A VIEW C VIEW B VIEW D FOR RE V I E W O N L Y PRELIM I N A R Y NOT FO R C O N S T R U C T I O N AM B E R F I E L D S - 1 5 T H A D D I T I O N PR E L I M I N A R Y P L A T S U B M I T T A L SI T E P L A N - O V E R A L L V I E W 733 Marquette Avenue Minneapolis, MN 55402 612.758.3080 www.alliant-inc.com Suite 700 SITE PLAN NOTES:LEGEND: SINGLE FAMILY LOT DATA: DENSITY CALCULATIONS: TYPICAL 60' ROW ROAD SECTION 9 TYPICAL 65' LOT DETAIL Page 77 of 212 OUTLOT B 1 BLO C K 1 2 3 4 5 6 7 8 9 10 11 12 13 8765 4 3 28293031 32 33 2 3 4 5 6 7 1 34 38 37 36 35 2 1 ROAD A ROAD A R O A D B ROAD E RO A D F AK R O N A V E N U E ROAD A ROAD A R O A D B ROAD E RO A D F AK R O N A V E N U E RO A D F RO A D F OUTLOT A FOR RE V I E W O N L Y PRELIM I N A R Y NOT FO R C O N S T R U C T I O N AM B E R F I E L D S - 1 5 T H A D D I T I O N PR E L I M I N A R Y P L A T S U B M I T T A L SI T E P L A N - V I E W A 733 Marquette Avenue Minneapolis, MN 55402 612.758.3080 www.alliant-inc.com Suite 700 10 Page 78 of 212 AK R O N A V E . 155TH ST. E. OUTLOT C OUTLOT B BLOCK 5 7 8 9 10 11 30 8765 4 3 28293031 32 33 2 3 4 5 6 7 1 34 38 37 36 35 34 33 32 31 2 1 6 5 4 3 2 1 ROAD A R O A D B ROAD B ROAD E RO A D F ROAD A R O A D B ROAD B ROAD E RO A D F RO A D F RO A D F FOR RE V I E W O N L Y PRELIM I N A R Y NOT FO R C O N S T R U C T I O N AM B E R F I E L D S - 1 5 T H A D D I T I O N PR E L I M I N A R Y P L A T S U B M I T T A L SI T E P L A N - V I E W B 733 Marquette Avenue Minneapolis, MN 55402 612.758.3080 www.alliant-inc.com Suite 700 11 Page 79 of 212 OUTLOT A 16151413 17 16 15 14 13 12 11 18 19 20 21 22 23 16 15 14 13 20 19 18 17 10 9 8 7 6 5 4 3 2 1 12 13 14 15 16 17 18 19 20 21 22 23 41 40 39 38 37 36 35 34 33 32 31 30 BLOC K 2 BL O C K 5 BL O C K 6 ROAD A RO A D B RO A D D ROAD E 1 2 3 4 5 6 7 8 9 10 11 12 12 13 14 15 1110987 2526272829 6 7 8 9 BLOCK 4 BLOCK 3 10 24 12 ROAD A ROAD E ROAD A ROAD E ROAD A RO A D D FOR RE V I E W O N L Y PRELIM I N A R Y NOT FO R C O N S T R U C T I O N AM B E R F I E L D S - 1 5 T H A D D I T I O N PR E L I M I N A R Y P L A T S U B M I T T A L SI T E P L A N - V I E W C 733 Marquette Avenue Minneapolis, MN 55402 612.758.3080 www.alliant-inc.com Suite 700 12 Page 80 of 212 155TH ST. E. AN G U S A V E 16 15 14 13 12 11 18 19 20 21 22 23 16 15 14 13 22232425 21 20 19 18 17 11 10 9 8 7 6 5 4 3 12 13 14 15 16 17 18 19 20 38 37 36 35 34 33 32 31 30 29 28 27 2625242322212019181716 BLOCK 5 BL O C K 5 BL O C K 6 RO A D B ROAD B RO A D D ROAD E BLOCK 5 10 11 12 13 14 27282930 1110987 2526272829 6 7 8 9 BLOCK 4 BLOCK 3 31 10 24 12 26 15 ROAD A ROAD E ROAD A ROAD E RO A D D FOR RE V I E W O N L Y PRELIM I N A R Y NOT FO R C O N S T R U C T I O N AM B E R F I E L D S - 1 5 T H A D D I T I O N PR E L I M I N A R Y P L A T S U B M I T T A L SI T E P L A N - V I E W D 733 Marquette Avenue Minneapolis, MN 55402 612.758.3080 www.alliant-inc.com Suite 700 13 Page 81 of 212 POND 7 NWL:903 10-DAY SNOWMELT: 913.27 100-YR HWL: 913.23 155TH ST. E. AN G U S A V E AK R O N A V E . 155TH ST. E. ROAD A OUTLOT A 16151413 17 16 15 14 13 12 11 18 19 20 21 22 23 16 15 14 13 22232425 21 20 19 18 17 11 10 9 8 7 6 5 4 3 2 1 12 13 14 15 16 17 18 19 20 21 22 23 41 40 39 38 37 36 35 34 33 32 31 30 29 28 27 2625242322212019181716 BLOC K 2 BLOCK 5 BL O C K 5 BL O C K 6 ROAD A RO A D B ROAD B RO A D D ROAD E 1 2 3 4 5 6 7 8 9 10 11 12 OUTLOT C OUTLOT B 1 BLO C K 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 BLOCK 5 7 8 9 10 11 12 13 14 27282930 111098765 4 3 25262728293031 32 33 2 3 4 5 6 7 8 9 BLOCK 4 BLOCK 3 1 34 38 37 36 35 34 33 32 31 2 1 6 5 4 3 2 1 10 24 12 26 15 ROAD A ROAD A R O A D B ROAD B ROAD E RO A D F AK R O N A V E N U E ROAD A ROAD A R O A D B ROAD B ROAD E RO A D F AK R O N A V E N U E ROAD A RO A D D RO A D F RO A D F VIEW A VIEW C VIEW B VIEW D FOR RE V I E W O N L Y PRELIM I N A R Y NOT FO R C O N S T R U C T I O N AM B E R F I E L D S - 1 5 T H A D D I T I O N PR E L I M I N A R Y P L A T S U B M I T T A L GR A D I N G A N D D R A I N A G E P L A N - O V E R A L L V I E W 733 Marquette Avenue Minneapolis, MN 55402 612.758.3080 www.alliant-inc.com Suite 700 14 LEGEND: SINGLE FAMILY HOME HOLD DOWN DETAILS LOOKOUT PAD WALKOUT PAD SLAB ON GRADE GRADING NOTES: Page 82 of 212 POND 7 NWL:903 10-DAY SNOWMELT: 913.27 100-YR HWL: 913.23 OUTLOT B 1 BLO C K 1 2 3 4 5 6 7 8 9 10 11 12 13 8765 4 3 28293031 32 33 2 3 4 5 6 1 34 38 37 2 1 ROAD A ROAD A R O A D B ROAD E RO A D F AK R O N A V E N U E ROAD A ROAD A R O A D B ROAD E RO A D F AK R O N A V E N U E RO A D F RO A D F FOR RE V I E W O N L Y PRELIM I N A R Y NOT FO R C O N S T R U C T I O N AM B E R F I E L D S - 1 5 T H A D D I T I O N PR E L I M I N A R Y P L A T S U B M I T T A L GR A D I N G A N D D R A I N A G E P L A N - V I E W A 733 Marquette Avenue Minneapolis, MN 55402 612.758.3080 www.alliant-inc.com Suite 700 15 LEGEND: Page 83 of 212 AK R O N A V E . 155TH ST. E. OUTLOT C OUTLOT B BLOCK 5 7 8 9 10 30 8765 4 3 28293031 32 33 2 3 4 5 6 1 34 38 37 36 35 34 33 32 31 2 1 6 5 4 3 2 1 ROAD A R O A D B ROAD B ROAD E RO A D F ROAD A R O A D B ROAD B ROAD E RO A D F RO A D F RO A D F FOR RE V I E W O N L Y PRELIM I N A R Y NOT FO R C O N S T R U C T I O N AM B E R F I E L D S - 1 5 T H A D D I T I O N PR E L I M I N A R Y P L A T S U B M I T T A L GR A D I N G A N D D R A I N A G E P L A N - V I E W B 733 Marquette Avenue Minneapolis, MN 55402 612.758.3080 www.alliant-inc.com Suite 700 16 LEGEND: Page 84 of 212 10-DAY SNOWMELT: 913.27 100-YR HWL: 913.23 OUTLOT A 16151413 17 16 15 14 13 12 11 18 19 20 21 22 23 16 15 14 13 19 18 17 9 8 7 6 5 4 3 2 1 13 14 15 16 17 18 19 20 21 22 23 41 40 39 38 37 36 35 34 33 32 31 BLOC K 2 BL O C K 5 BL O C K 6 ROAD A RO A D B RO A D D ROAD E 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 111098 25262728 7 8 9 BLOCK 4 BLOCK 3 10 24 12 ROAD AROAD A ROAD A RO A D D FOR RE V I E W O N L Y PRELIM I N A R Y NOT FO R C O N S T R U C T I O N AM B E R F I E L D S - 1 5 T H A D D I T I O N PR E L I M I N A R Y P L A T S U B M I T T A L GR A D I N G A N D D R A I N A G E P L A N - V I E W C 733 Marquette Avenue Minneapolis, MN 55402 612.758.3080 www.alliant-inc.com Suite 700 17 LEGEND: Page 85 of 212 155TH ST. E. AN G U S A V E 16 15 14 13 12 11 18 19 20 21 22 23 16 15 14 13 22232425 21 20 19 18 17 11 10 9 8 7 6 5 4 3 12 13 14 15 16 17 18 19 20 38 37 36 35 34 33 32 31 30 29 28 27 2625242322212019181716 BLOCK 5 BL O C K 5 BL O C K 6 RO A D B ROAD B RO A D D ROAD E 11 12 13 14 27282930 111098 25262728 7 8 9 BLOCK 4 BLOCK 3 10 24 12 26 15 ROAD AROAD A RO A D D FOR RE V I E W O N L Y PRELIM I N A R Y NOT FO R C O N S T R U C T I O N AM B E R F I E L D S - 1 5 T H A D D I T I O N PR E L I M I N A R Y P L A T S U B M I T T A L GR A D I N G A N D D R A I N A G E P L A N - V I E W D 733 Marquette Avenue Minneapolis, MN 55402 612.758.3080 www.alliant-inc.com Suite 700 18 LEGEND: Page 86 of 212 Road A PROFILE (DO NOT EXPLODE) ℄ AKR O N A V E N U E ( 0 + 0 0 . 0 0 ) ℄ RO A D D ( 0 + 0 0 . 0 0 ) ℄ RO A D B ( 3 1 + 8 3 . 4 9 ) ℄ RO A D F ( 0 + 0 0 . 0 0 ) Road B PROFILE (DO NOT EXPLODE) ℄ AK R O N A V E . ( 7 + 0 0 . 4 9 ) ℄ RO A D F ( 6 + 3 8 . 8 2 ) Road B PROFILE (DO NOT EXPLODE) ℄ RO A D A ( 2 6 + 6 0 . 4 7 ) ℄ RO A D D ( 8 + 2 3 . 7 3 ) FOR RE V I E W O N L Y PRELIM I N A R Y NOT FO R C O N S T R U C T I O N AM B E R F I E L D S - 1 5 T H A D D I T I O N PR E L I M I N A R Y P L A T S U B M I T T A L GR A D I N G P R O F I L E S 733 Marquette Avenue Minneapolis, MN 55402 612.758.3080 www.alliant-inc.com Suite 700 19 Page 87 of 212 Road G PROFILE (DO NOT EXPLODE) ℄ RO A D A ( 2 + 5 6 . 3 9 ) ℄ RO A D B ( 0 + 0 0 . 0 0 ) ℄ RO A D E ( 0 + 0 0 . 0 0 ) Road D PROFILE (DO NOT EXPLODE) ℄ RO A D B ( 1 9 + 8 6 . 7 1 ) ℄ RO A D A ( 8 + 2 3 . 7 3 ) ℄ RO A D E ( 8 + 2 3 . 7 3 ) Road F PROFILE (DO NOT EXPLODE) ℄ RO A D A ( 1 0 + 5 0 . 1 1 ) ℄ RO A D E ( 6 + 7 4 . 5 9 ) ℄ RO A D B ( 7 + 1 4 . 4 9 ) Road E PROFILE (DO NOT EXPLODE) ℄ RO A D F ( 3 + 1 8 . 7 9 ) ℄ RO A D D ( 3 + 7 0 . 8 5 ) FOR RE V I E W O N L Y PRELIM I N A R Y NOT FO R C O N S T R U C T I O N AM B E R F I E L D S - 1 5 T H A D D I T I O N PR E L I M I N A R Y P L A T S U B M I T T A L GR A D I N G P R O F I L E S 733 Marquette Avenue Minneapolis, MN 55402 612.758.3080 www.alliant-inc.com Suite 700 20 Page 88 of 212 POND 7 NWL:903 10-DAY SNOWMELT: 913.27 100-YR HWL: 913.23 155TH ST. E. AN G U S A V E AK R O N A V E . 155TH ST. E. ROAD A OUTLOT A 16151413 17 16 15 14 13 12 11 18 19 20 21 2223 16 15 14 13 22232425 21 20 19 18 17 11 10 9 8 7 6 5 4 3 2 1 12 13 14 15 16 17 18 19 20 21 22 23 41 40 39 38 37 36 35 34 33 32 31 30 29 28 27 2625242322212019181716 BLOC K 2 BLOCK 5 BL O C K 5 BL O C K 6 ROAD A RO A D B ROAD B RO A D D ROAD E 1 2 3 4 5 6 7 8 9 10 11 12 OUTLOT C OUTLOT B 1 BLO C K 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 BLOCK 5 7 8 9 10 11 12 13 14 27282930 111098765 4 3 25262728293031 32 33 2 3 4 5 6 7 8 9 BLOCK 4 BLOCK 3 1 34 38 37 36 35 34 33 32 31 2 1 6 5 4 3 2 1 10 24 12 26 15 ROAD A ROAD A RO A D B ROAD B ROAD E RO A D F AK R O N A V E N U E ROAD A ROAD A RO A D B ROAD B ROAD E RO A D F AK R O N A V E N U E ROAD A RO A D D RO A D F RO A D F VIEW A VIEW C VIEW B VIEW D PROJECT LOCATION SITE LOCATION FOR RE V I E W O N L Y PRELIM I N A R Y NOT FO R C O N S T R U C T I O N AM B E R F I E L D S - 1 5 T H A D D I T I O N PR E L I M I N A R Y P L A T S U B M I T T A L ER O S I O N A N D S E D I M E N T C O N T R O L P L A N - O V E R A L L V I E W 733 Marquette Avenue Minneapolis, MN 55402 612.758.3080 www.alliant-inc.com Suite 700 21 SWPPP BMP QUANTITIES EROSION CONTROL RESPONSIBLE PARTY: CONTRACTOR: (PER PLAN): NOTES: NOTE TO CONTRACTOR: CONSTRUCTION SEQUENCING: VICINITY MAP SCALE: 1" = 4000' ACTIVE SWPPP MAP LEGEND LEGEND: DND Page 89 of 212 POND 7 NWL:903 10-DAY SNOWMELT: 913.27 100-YR HWL: 913.23 OUTLOT B 1 BLO C K 1 2 3 4 5 6 7 8 9 10 11 12 13 8765 4 3 28293031 32 33 2 3 4 5 6 1 34 38 2 1 ROAD A ROAD A R O A D B ROAD E RO A D F AK R O N A V E N U E ROAD A ROAD A R O A D B ROAD E RO A D F AK R O N A V E N U E RO A D F RO A D F FOR RE V I E W O N L Y PRELIM I N A R Y NOT FO R C O N S T R U C T I O N AM B E R F I E L D S - 1 5 T H A D D I T I O N PR E L I M I N A R Y P L A T S U B M I T T A L ER O S I O N A N D S E D I M E N T C O N T R O L P L A N - V I E W A 733 Marquette Avenue Minneapolis, MN 55402 612.758.3080 www.alliant-inc.com Suite 700 22 LEGEND: DND Page 90 of 212 AK R O N A V E . 155TH ST. 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OUTLOT C OUTLOT B BLOCK 5 7 8 9 10 30 8765 4 3 28293031 32 33 2 3 4 5 6 1 34 38 37 36 35 34 33 32 31 2 1 6 5 4 3 2 1 ROAD A R O A D B ROAD B ROAD E RO A D F ROAD A R O A D B ROAD B ROAD E RO A D F RO A D F RO A D F FOR RE V I E W O N L Y PRELIM I N A R Y NOT FO R C O N S T R U C T I O N AM B E R F I E L D S - 1 5 T H A D D I T I O N PR E L I M I N A R Y P L A T S U B M I T T A L ER O S I O N A N D S E D I M E N T C O N T R O L P L A N - V I E W B 733 Marquette Avenue Minneapolis, MN 55402 612.758.3080 www.alliant-inc.com Suite 700 23 LEGEND: DND Page 91 of 212 10-DAY SNOWMELT: 913.27 100-YR HWL: 913.23 OUTLOT A 16151413 17 16 15 14 13 12 11 18 19 20 21 22 23 16 15 14 13 19 18 17 9 8 7 6 5 4 3 2 1 13 14 15 16 17 18 19 20 21 22 23 41 40 39 38 37 36 35 34 33 32 31 BLOC K 2 BL O C K 5 BL O C K 6 ROAD A RO A D B RO A D D ROAD E 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 111098 25262728 7 8 9 BLOCK 4 BLOCK 3 10 24 12 ROAD AROAD A ROAD A RO A D D FOR RE V I E W O N L Y PRELIM I N A R Y NOT FO R C O N S T R U C T I O N AM B E R F I E L D S - 1 5 T H A D D I T I O N PR E L I M I N A R Y P L A T S U B M I T T A L ER O S I O N A N D S E D I M E N T C O N T R O L P L A N - V I E W C 733 Marquette Avenue Minneapolis, MN 55402 612.758.3080 www.alliant-inc.com Suite 700 24 LEGEND: DND Page 92 of 212 155TH ST. 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AN G U S A V E 16 15 14 13 12 11 18 19 20 21 22 23 16 15 14 13 22232425 21 20 19 18 17 11 10 9 8 7 6 5 4 3 12 13 14 15 16 17 18 19 20 38 37 36 35 34 33 32 31 30 29 28 27 2625242322212019181716 BLOCK 5 BL O C K 5 BL O C K 6 RO A D B ROAD B RO A D D ROAD E 11 12 13 14 27282930 111098 25262728 7 8 9 BLOCK 4 BLOCK 3 10 24 12 26 15 ROAD AROAD A RO A D D FOR RE V I E W O N L Y PRELIM I N A R Y NOT FO R C O N S T R U C T I O N AM B E R F I E L D S - 1 5 T H A D D I T I O N PR E L I M I N A R Y P L A T S U B M I T T A L ER O S I O N A N D S E D I M E N T C O N T R O L P L A N - V I E W D 733 Marquette Avenue Minneapolis, MN 55402 612.758.3080 www.alliant-inc.com Suite 700 25 LEGEND: DND Page 93 of 212 FOR RE V I E W O N L Y PRELIM I N A R Y NOT FO R C O N S T R U C T I O N AM B E R F I E L D S - 1 5 T H A D D I T I O N PR E L I M I N A R Y P L A T S U B M I T T A L 733 Marquette Avenue Minneapolis, MN 55402 612.758.3080 www.alliant-inc.com Suite 700 EROSION CONTROL SCHEDULE: PERMANENT COVER: MANAGEMENT MEASURES: POLLUTION PREVENTION · SEDIMENT CONTROL PRACTICES: EROSION CONTROL GENERAL NOTES: MAINTENANCE PROGRAM: EROSION AND SEDIMENT CONTROL DEWATERING: FINAL STABILIZATION: CONCRETE WASHOUT DETAIL 26 ER O S I O N A N D S E D I M E N T C O N T R O L N O T E S A N D D E T A I L S Page 94 of 212 155TH ST. E. AN G U S A V E AK R O N A V E . 155TH ST. E. OUTLOT A 16151413 17 16 15 14 13 12 11 18 19 20 21 22 23 16 15 14 13 22232425 21 20 19 18 17 11 10 9 8 7 6 5 4 3 2 1 12 13 14 15 16 17 18 19 20 21 22 23 41 40 39 38 37 36 35 34 33 32 31 30 29 28 27 2625242322212019181716 BLOC K 2 BLOCK 5 BL O C K 5 BL O C K 6 ROAD A RO A D B ROAD B RO A D D ROAD E 1 2 3 4 5 6 7 8 9 10 11 12 OUTLOT C OUTLOT B 1 BLO C K 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 BLOCK 5 7 8 9 10 11 12 13 14 27282930 111098765 4 3 25262728293031 32 33 2 3 4 5 6 7 8 9 BLOCK 4 BLOCK 3 1 34 38 37 36 35 34 33 32 31 2 1 6 5 4 3 2 1 10 24 12 26 15 ROAD A ROAD A RO A D B ROAD B ROAD E RO A D F AK R O N A V E N U E ROAD A ROAD A RO A D B ROAD B ROAD E RO A D F AK R O N A V E N U E ROAD A RO A D D RO A D F RO A D F VIEW A VIEW C VIEW B VIEW D FOR RE V I E W O N L Y PRELIM I N A R Y NOT FO R C O N S T R U C T I O N AM B E R F I E L D S - 1 5 T H A D D I T I O N PR E L I M I N A R Y P L A T S U B M I T T A L SA N I T A R Y S E W E R A N D W A T E R M A I N P L A N - O V E R A L L V I E W 733 Marquette Avenue Minneapolis, MN 55402 612.758.3080 www.alliant-inc.com Suite 700 27 LEGEND: UTILITY NOTES: SANITARY SEWER SCHEDULE: Page 95 of 212 OUTLOT B 1 BLO C K 1 2 3 4 5 6 7 8 9 10 11 12 13 8765 4 3 28293031 32 33 2 3 4 5 6 1 34 38 37 2 1 ROAD A ROAD A R O A D B ROAD E RO A D F AK R O N A V E N U E ROAD A ROAD A R O A D B ROAD E RO A D F AK R O N A V E N U E RO A D F RO A D F FOR RE V I E W O N L Y PRELIM I N A R Y NOT FO R C O N S T R U C T I O N AM B E R F I E L D S - 1 5 T H A D D I T I O N PR E L I M I N A R Y P L A T S U B M I T T A L SA N I T A R Y S E W E R A N D W A T E R M A I N P L A N - V I E W A 733 Marquette Avenue Minneapolis, MN 55402 612.758.3080 www.alliant-inc.com Suite 700 28 Page 96 of 212 AK R O N A V E . 155TH ST. 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OUTLOT C OUTLOT B BLOCK 5 7 8 9 10 30 8765 4 3 28293031 32 33 2 3 4 5 6 1 34 38 37 36 35 34 33 32 31 2 1 6 5 4 3 2 1 ROAD A R O A D B ROAD B ROAD E RO A D F ROAD A R O A D B ROAD B ROAD E RO A D F RO A D F RO A D F FOR RE V I E W O N L Y PRELIM I N A R Y NOT FO R C O N S T R U C T I O N AM B E R F I E L D S - 1 5 T H A D D I T I O N PR E L I M I N A R Y P L A T S U B M I T T A L SA N I T A R Y S E W E R A N D W A T E R M A I N P L A N - V I E W B 733 Marquette Avenue Minneapolis, MN 55402 612.758.3080 www.alliant-inc.com Suite 700 29 Page 97 of 212 OUTLOT A 16151413 17 16 15 14 13 12 11 18 19 20 21 22 23 16 15 14 13 19 18 17 9 8 7 6 5 4 3 2 1 13 14 15 16 17 18 19 20 21 22 23 41 40 39 38 37 36 35 34 33 32 31 BLOC K 2 BL O C K 5 BL O C K 6 ROAD A RO A D B RO A D D ROAD E 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 111098 25262728 7 8 9 BLOCK 4 BLOCK 3 10 24 12 ROAD AROAD A ROAD A RO A D D FOR RE V I E W O N L Y PRELIM I N A R Y NOT FO R C O N S T R U C T I O N AM B E R F I E L D S - 1 5 T H A D D I T I O N PR E L I M I N A R Y P L A T S U B M I T T A L SA N I T A R Y S E W E R A N D W A T E R M A I N P L A N - V I E W C 733 Marquette Avenue Minneapolis, MN 55402 612.758.3080 www.alliant-inc.com Suite 700 30 Page 98 of 212 155TH ST. E. AN G U S A V E 16 15 14 13 12 11 18 19 20 21 22 23 16 15 14 13 22232425 21 20 19 18 17 11 10 9 8 7 6 5 4 3 12 13 14 15 16 17 18 19 20 38 37 36 35 34 33 32 31 30 29 28 27 2625242322212019181716 BLOCK 5 BL O C K 5 BL O C K 6 RO A D B ROAD B RO A D D ROAD E 11 12 13 14 27282930 111098 25262728 7 8 9 BLOCK 4 BLOCK 3 10 24 12 26 15 ROAD AROAD A RO A D D FOR RE V I E W O N L Y PRELIM I N A R Y NOT FO R C O N S T R U C T I O N AM B E R F I E L D S - 1 5 T H A D D I T I O N PR E L I M I N A R Y P L A T S U B M I T T A L SA N I T A R Y S E W E R A N D W A T E R M A I N P L A N - V I E W D 733 Marquette Avenue Minneapolis, MN 55402 612.758.3080 www.alliant-inc.com Suite 700 31 Page 99 of 212 155TH ST. E. AN G U S A V E AK R O N A V E . 155TH ST. E. OUTLOT A 16151413 17 16 15 14 13 12 11 18 19 20 21 22 23 16 15 14 13 22232425 21 20 19 18 17 11 10 9 8 7 6 5 4 3 2 1 12 13 14 15 16 17 18 19 20 21 22 23 41 40 39 38 37 36 35 34 33 32 31 30 29 28 27 2625242322212019181716 BLOC K 2 BLOCK 5 BL O C K 5 BL O C K 6 ROAD A RO A D B ROAD B RO A D D ROAD E 1 2 3 4 5 6 7 8 9 10 11 12 OUTLOT C OUTLOT B 1 BLO C K 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 BLOCK 5 7 8 9 10 11 12 13 14 27282930 111098765 4 3 25262728293031 32 33 2 3 4 5 6 7 8 9 BLOCK 4 BLOCK 3 1 34 38 37 36 35 34 33 32 31 2 1 6 5 4 3 2 1 10 24 12 26 15 ROAD A ROAD A R O A D B ROAD B ROAD E RO A D F AK R O N A V E N U E ROAD A ROAD A R O A D B ROAD B ROAD E RO A D F AK R O N A V E N U E ROAD A RO A D D RO A D F RO A D F VIEW A VIEW C VIEW B VIEW D FOR RE V I E W O N L Y PRELIM I N A R Y NOT FO R C O N S T R U C T I O N AM B E R F I E L D S - 1 5 T H A D D I T I O N PR E L I M I N A R Y P L A T S U B M I T T A L ST O R M S E W E R P L A N - O V E R A L L V I E W 733 Marquette Avenue Minneapolis, MN 55402 612.758.3080 www.alliant-inc.com Suite 700 32 LEGEND: UTILITY NOTES: Page 100 of 212 OUTLOT B 1 BLO C K 1 2 3 4 5 6 7 8 9 10 11 12 13 8765 4 3 28293031 32 33 2 3 4 5 6 7 1 34 38 37 36 35 2 1 ROAD A ROAD A R O A D B ROAD E RO A D F AK R O N A V E N U E ROAD A ROAD A R O A D B ROAD E RO A D F AK R O N A V E N U E RO A D F RO A D F FOR RE V I E W O N L Y PRELIM I N A R Y NOT FO R C O N S T R U C T I O N AM B E R F I E L D S - 1 5 T H A D D I T I O N PR E L I M I N A R Y P L A T S U B M I T T A L ST O R M S E W E R P L A N - V I E W A 733 Marquette Avenue Minneapolis, MN 55402 612.758.3080 www.alliant-inc.com Suite 700 33 Page 101 of 212 AK R O N A V E . 155TH ST. 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OUTLOT C OUTLOT B BLOCK 5 7 8 9 10 11 30 8765 4 3 28293031 32 33 2 3 4 5 6 7 1 34 38 37 36 35 34 33 32 31 2 1 6 5 4 3 2 1 ROAD A R O A D B ROAD B ROAD E RO A D F ROAD A R O A D B ROAD B ROAD E RO A D F RO A D F RO A D F FOR RE V I E W O N L Y PRELIM I N A R Y NOT FO R C O N S T R U C T I O N AM B E R F I E L D S - 1 5 T H A D D I T I O N PR E L I M I N A R Y P L A T S U B M I T T A L ST O R M S E W E R P L A N - V I E W B 733 Marquette Avenue Minneapolis, MN 55402 612.758.3080 www.alliant-inc.com Suite 700 34 Page 102 of 212 OUTLOT A 16151413 17 16 15 14 13 12 11 18 19 20 21 22 23 16 15 14 13 20 19 18 17 10 9 8 7 6 5 4 3 2 1 12 13 14 15 16 17 18 19 20 21 22 23 41 40 39 38 37 36 35 34 33 32 31 30 BLOC K 2 BL O C K 5 BL O C K 6 ROAD A RO A D B RO A D D ROAD E 1 2 3 4 5 6 7 8 9 10 11 12 12 13 14 15 1110987 2526272829 6 7 8 9 BLOCK 4 BLOCK 3 10 24 12 ROAD A ROAD E ROAD A ROAD E ROAD A RO A D D FOR RE V I E W O N L Y PRELIM I N A R Y NOT FO R C O N S T R U C T I O N AM B E R F I E L D S - 1 5 T H A D D I T I O N PR E L I M I N A R Y P L A T S U B M I T T A L ST O R M S E W E R P L A N - V I E W C 733 Marquette Avenue Minneapolis, MN 55402 612.758.3080 www.alliant-inc.com Suite 700 35 Page 103 of 212 155TH ST. 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AN G U S A V E 16 15 14 13 12 11 18 19 20 21 22 23 16 15 14 13 22232425 21 20 19 18 17 11 10 9 8 7 6 5 4 3 12 13 14 15 16 17 18 19 20 38 37 36 35 34 33 32 31 30 29 28 27 2625242322212019181716 BLOCK 5 BL O C K 5 BL O C K 6 RO A D B ROAD B RO A D D ROAD E BLOCK 5 10 11 12 13 14 27282930 1110987 2526272829 6 7 8 9 BLOCK 4 BLOCK 3 31 10 24 12 26 15 ROAD A ROAD E ROAD A ROAD E RO A D D FOR RE V I E W O N L Y PRELIM I N A R Y NOT FO R C O N S T R U C T I O N AM B E R F I E L D S - 1 5 T H A D D I T I O N PR E L I M I N A R Y P L A T S U B M I T T A L ST O R M S E W E R P L A N - V I E W D 733 Marquette Avenue Minneapolis, MN 55402 612.758.3080 www.alliant-inc.com Suite 700 36 Page 104 of 212 FOR RE V I E W O N L Y PRELIM I N A R Y NOT FO R C O N S T R U C T I O N AM B E R F I E L D S - 1 5 T H A D D I T I O N PR E L I M I N A R Y P L A T S U B M I T T A L ST O R M S E W E R P L A N - S C H E D U L E 733 Marquette Avenue Minneapolis, MN 55402 612.758.3080 www.alliant-inc.com Suite 700 37 STORM SEWER SCHEDULE: Page 105 of 212 POND 7 NWL:903 10-DAY SNOWMELT: 913.27 100-YR HWL: 913.23 155TH ST. E. AN G U S A V E AK R O N A V E . 155TH ST. E. OUTLOT A 16151413 17 16 15 14 13 12 11 18 19 20 21 22 23 16 15 14 13 22232425 21 20 19 18 17 11 10 9 8 7 6 5 4 3 2 1 12 13 14 15 16 17 18 19 20 21 22 23 41 40 39 38 37 36 35 34 33 32 31 30 29 28 27 2625242322212019181716 BLOC K 2 BLOCK 5 BL O C K 5 BL O C K 6 ROAD A RO A D B ROAD B RO A D D ROAD E 1 2 3 4 5 6 7 8 9 10 11 12 OUTLOT C OUTLOT B 1 BLO C K 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 BLOCK 5 7 8 9 10 11 12 13 14 27282930 111098765 4 3 25262728293031 32 33 2 3 4 5 6 7 8 9 BLOCK 4 BLOCK 3 1 34 38 37 36 35 34 33 32 31 2 1 6 5 4 3 2 1 10 24 12 26 15 ROAD A ROAD A R O A D B ROAD B ROAD E RO A D F AK R O N A V E N U E ROAD A ROAD A R O A D B ROAD B ROAD E RO A D F AK R O N A V E N U E ROAD A RO A D D RO A D F RO A D F 7 - AB 8 - HL 2 - SL 8 - NF 3 - BH 2 - RB 2 - WP 3 - WP 3 - BH 1 - RB 1 - WP 1 - SW 1 - SW 1 - BH 1 - RB 1 - SW 1 - RB 1 - RB 1 - SW 1 - RB 1 - SW 1 - RB 1 - SW 1 - BH 1 - RB 1 - BH 1 - HL 1 - NF 1 - HL 1 - NF 8 - AE 8 - RO 4 - HL 3 - AB 8 - RO 8 - CH 7 - PO 6 - SL 5 - AB 5 - HL 7 - CH 6 - AB 1 - AB8 - PO 7 - SL 1 - SL 4 - AE 8 - NF 3 - HL 5 - NF 3 - PO 7 - AE 7 - CH 9 - RO 2 - AE 4 - PO 7 - SL VIEW A VIEW C VIEW B VIEW D FOR RE V I E W O N L Y PRELIM I N A R Y NOT FO R C O N S T R U C T I O N AM B E R F I E L D S - 1 5 T H A D D I T I O N PR E L I M I N A R Y P L A T S U B M I T T A L LA N D S C A P E P L A N - O V E R A L L V I E W 733 Marquette Avenue Minneapolis, MN 55402 612.758.3080 www.alliant-inc.com Suite 700 38 TREE PLANTING DETAIL1 LANDSCAPE NOTES: REQUIREMENTS: LANDSCAPE SCHEDULE: MITIGATION & LANDSCAPE Page 106 of 212 POND 7 NWL:903 10-DAY SNOWMELT: 913.27 100-YR HWL: 913.23 OUTLOT B 1 BLO C K 1 2 3 4 5 6 7 8 9 10 11 12 13 8765 4 3 28293031 32 33 2 3 4 5 6 1 34 38 37 2 1 ROAD A ROAD A R O A D B ROAD E RO A D F AK R O N A V E N U E ROAD A ROAD A R O A D B ROAD E RO A D F AK R O N A V E N U E RO A D F RO A D F 7 - AB 8 - NF 3 - BH 2 - RB 2 - WP 1 - RB 1 - WP 1 - SW 1 - SW 1 - HL 1 - NF 1 - HL 1 - NF FOR RE V I E W O N L Y PRELIM I N A R Y NOT FO R C O N S T R U C T I O N AM B E R F I E L D S - 1 5 T H A D D I T I O N PR E L I M I N A R Y P L A T S U B M I T T A L LA N D S C A P E P L A N - V I E W A 733 Marquette Avenue Minneapolis, MN 55402 612.758.3080 www.alliant-inc.com Suite 700 39 Page 107 of 212 AK R O N A V E . 155TH ST. E. OUTLOT C OUTLOT B BLOCK 5 7 8 9 10 30 8765 4 3 28293031 32 33 2 3 4 5 6 1 34 38 37 36 35 34 33 32 31 2 1 6 5 4 3 2 1 ROAD A R O A D B ROAD B ROAD E RO A D F ROAD A R O A D B ROAD B ROAD E RO A D F RO A D F RO A D F 1 - HL 1 - NF 1 - HL 1 - NF 7 - CH 8 - PO FOR RE V I E W O N L Y PRELIM I N A R Y NOT FO R C O N S T R U C T I O N AM B E R F I E L D S - 1 5 T H A D D I T I O N PR E L I M I N A R Y P L A T S U B M I T T A L LA N D S C A P E P L A N - V I E W B 733 Marquette Avenue Minneapolis, MN 55402 612.758.3080 www.alliant-inc.com Suite 700 40 Page 108 of 212 10-DAY SNOWMELT: 913.27 100-YR HWL: 913.23 OUTLOT A 16151413 17 16 15 14 13 12 11 18 19 20 21 22 23 16 15 14 13 19 18 17 9 8 7 6 5 4 3 2 1 13 14 15 16 17 18 19 20 21 22 23 41 40 39 38 37 36 35 34 33 32 31 BLOC K 2 BL O C K 5 BL O C K 6 ROAD A RO A D B RO A D D ROAD E 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 111098 25262728 7 8 9 BLOCK 4 BLOCK 3 10 24 12 ROAD AROAD A ROAD A RO A D D 8 - HL 2 - SL 3 - WP 3 - BH 1 - BH 1 - RB 1 - SW 1 - RB 1 - RB 1 - SW 1 - RB 1 - SW 1 - RB 1 - SW 1 - BH 1 - RB 1 - BH 8 - AE 8 - RO 4 - HL 3 - AB 8 - RO 8 - CH 7 - PO 6 - SL 5 - AB 5 - HL 3 - HL 5 - NF 3 - PO 7 - AE 7 - CH 9 - RO 4 - PO 7 - SL FOR RE V I E W O N L Y PRELIM I N A R Y NOT FO R C O N S T R U C T I O N AM B E R F I E L D S - 1 5 T H A D D I T I O N PR E L I M I N A R Y P L A T S U B M I T T A L LA N D S C A P E P L A N - V I E W C 733 Marquette Avenue Minneapolis, MN 55402 612.758.3080 www.alliant-inc.com Suite 700 41 Page 109 of 212 155TH ST. E. AN G U S A V E 16 15 14 13 12 11 18 19 20 21 22 23 16 15 14 13 22232425 21 20 19 18 17 11 10 9 8 7 6 5 4 3 12 13 14 15 16 17 18 19 20 38 37 36 35 34 33 32 31 30 29 28 27 2625242322212019181716 BLOCK 5 BL O C K 5 BL O C K 6 RO A D B ROAD B RO A D D ROAD E 11 12 13 14 27282930 111098 25262728 7 8 9 BLOCK 4 BLOCK 3 10 24 12 26 15 ROAD AROAD A RO A D D 8 - HL 2 - SL 8 - AE 8 - RO 4 - HL 3 - AB 5 - AB 5 - HL 6 - AB 1 - AB 7 - SL 1 - SL 4 - AE 8 - NF 3 - HL 3 - PO 7 - CH 2 - AE 4 - PO FOR RE V I E W O N L Y PRELIM I N A R Y NOT FO R C O N S T R U C T I O N AM B E R F I E L D S - 1 5 T H A D D I T I O N PR E L I M I N A R Y P L A T S U B M I T T A L LA N D S C A P E P L A N - V I E W D 733 Marquette Avenue Minneapolis, MN 55402 612.758.3080 www.alliant-inc.com Suite 700 42 Page 110 of 212 AMBER FIELDS TWENTY FIRST ADDITION CITY COUNCIL, CITY OF ROSEMOUNT, MINNESOTA This plat was approved by the City Council of ROSEMOUNT, Minnesota, this _________ day of _____________________, 20 ____ and hereby certifies compliance with all requirements as set forth in Minnesota Statutes, Section 505.03, Subd. 2. By:___________________________________________________________________ Mayor Clerk COUNTY SURVEYOR, COUNTY OF DAKOTA, STATE OF MINNESOTA I hereby certify that in accordance with Minnesota Statutes, Section 505.021, Subd. 11, this plat has been reviewed and approved this _________ day of _____________________, 20 ____. _________________________________ Todd B. Tollefson Dakota County Surveyor KNOW ALL PERSONS BY THESE PRESENTS: That Earl Street Partners II, LLC, a Minnesota limited liability company, owner of the following described property: Outlot D, AMBER FIELDS FIFTEENTH ADDITION according to the recorded plat thereof, Dakota County, Minnesota. Has caused the same to be surveyed and platted as AMBER FIELDS TWENTY FIRST ADDITION and does hereby dedicate to the public for public use the public ways and the drainage and utility easements as created by this plat. In witness whereof said Earl Street Partners II, LLC, a Minnesota limited liability company, has caused these presents to be signed by its proper officer this _________ day of _____________________, 20 ____. Signed: Earl Street Partners II, LLC by ___________________________________________ Mario J. Cocchiarella, Chief Manager STATE OF MINNESOTA COUNTY OF ____________________ This instrument was acknowledged before me on _________ day of _____________________, 20 ____, by Mario J. Cocchiarella, Chief Manager of Earl Street Partners II, LLC, a Minnesota limited liability company, on behalf of the limited liability company. ________________________________________ Signature ________________________________________ Printed Name Notary Public, ___________County, Minnesota My Commission Expires _________________ SURVEYORS CERTIFICATE I Daniel Ekrem 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 certificate are shown and labeled on this plat; and all public ways are shown and labeled on this plat. Dated this ___________ day of _____________________ , 20 ____. _________________________________________ Daniel Ekrem, Licensed Land Surveyor Minnesota License No. 57366 STATE OF MINNESOTA COUNTY OF _____________________ This instrument was acknowledged before me on ___________ day of _____________________ , 20 ____, by Daniel Ekrem. ________________________________________ Signature ________________________________________ Printed Name Notary Public, ___________County, Minnesota My Commission Expires__________________ OFFICIAL PLAT DEPARTMENT OF PROPERTY TAXATION AND RECORDS, COUNTY OF DAKOTA, STATE OF MINNESOTA Pursuant to Minnesota Statutes, Section 505.021, Subd. 9, taxes payable in the year 20___ on the land hereinbefore described have been paid. Also, pursuant to Minnesota Statutes, Section 272.12, there are no delinquent taxes and transfer entered this _________ day of _____________________, 20 ____. _________________________________________, Director Amy A. Koethe, Department of Property Taxation and Records COUNTY RECORDER, COUNTY OF DAKOTA, STATE OF MINNESOTA I hereby certify that this plat of AMBER FIELDS TWENTY FIRST ADDITION was filed in the office of the County Recorder for public record on this _________ day of _____________________, 20 ____, at ___ o'clock ___.M. and was duly filed in Book_________________ of Plats, Page______________________ , as Document Number _______________________ . _______________________________________ Amy A. Koethe, County Recorder Page 111 of 212 N8 9 ° 4 2 ' 1 5 " W 2 7 5 . 2 7 S00°19'47"W 1261.87 S8 9 ° 4 2 ' 1 3 " E 9 4 5 . 0 7 S00°16'32"W 130.47N08°58'14"W 60.79 N00°41'22"E 130.00 N07°02'39"W 14 5 . 2 2 N03°28'35"W 60.12S05°48'27"E 257.8 3 N17°52 ' 2 0 " W 61.04 N07°02'23"W 13 0 . 0 0 S 8 1 ° 2 8 ' 3 0 " W 6 2 . 9 8 S 7 8 ° 3 0 ' 1 8 " W 6 2 . 9 8 S 7 5 ° 3 2 ' 0 5 " W 6 2 . 9 8 S 7 2 ° 3 3 ' 5 2 " W 6 2 . 9 8 S 6 9 ° 3 5 ' 3 9 " W 6 2 . 9 8 S 6 6 ° 3 7 ' 2 7 " W 6 2 . 9 8 S 6 3 ° 3 9 ' 1 4 " W 6 2 . 9 8 S 6 0 ° 4 1 ' 0 1 " W 6 2 . 9 8 S 5 7 ° 4 2 ' 4 8 " W 6 2 . 9 8 S 5 7 ° 4 9 ' 3 8 " W 7 5 . 6 0 S 6 7 ° 1 6 ' 1 0 " W 8 4 . 2 3 S 7 7 ° 4 1 ' 5 1 " W 1 0 0 . 7 0 R = 3 0 0 . 0 0 L = 1 0 2 . 1 1 Δ = 1 9 ° 3 0 ' 0 5 " R=120.00 L=2 2 0.5 4 Δ =1 0 5 °1 7 '5 6 " S 5 5 ° 2 9 ' 4 6 " W 7 . 7 8 N00°17'47"E 975.48 S8 9 ° 4 3 ' 2 8 " E 7 9 0 . 1 3 N00°17'47"E 709.95 S89°42'13"E 33.35 R=100.00 L=38.63 =22°07'58" R = 1 7 0 9 . 0 0 L = 4 3 9 . 3 2 Δ = 1 4 ° 4 3 ' 4 3 " C . B r g = N 7 5 ° 3 1 ' 4 0 " E C . = 4 3 8 . 1 1 N10°12'10"W 1 2 7 . 8 5 N12°55'39 " W 1 2 8 . 0 1 N15°39'0 8 " W 1 2 8 . 2 0 N21°07 ' 5 8 " W 1 2 8 . 7 0 N23°4 4 ' 1 7 " W 1 2 8 . 9 9 N20°51 ' 1 2 " W 1 3 0 . 0 0 N18°07 ' 5 1 " W 1 3 0 . 0 1 N15°24'3 0 " W 1 3 0 . 0 1 N12°41'09 " W 1 3 0 . 0 1 N09°57'48"W 1 3 0 . 0 1 S10°00'36"E 1 3 0 . 0 0 S12°58'49 " E 1 3 0 . 0 0 S15°57'0 2 " E 1 3 0 . 0 0 S18°55 ' 1 4 " E 1 3 0 . 0 0 S21°53 ' 2 7 " E 1 3 0 . 0 0 S24°5 1 ' 4 0 " E 1 3 0 . 0 0 S27°4 9 ' 5 3 " E 1 3 0 . 0 0 S30° 4 8 ' 0 5 " E 1 3 0 . 0 0 S33° 4 6 ' 1 8 " E 1 3 0 . 0 0 S27°5 9 ' 0 0 " E 1 3 0 . 0 0 S17°28' 4 0 " E 1 3 0 . 0 0 S01°21'56"W 136.44 S07°34'52"E 13 1 . 8 2 S 3 5 ° 1 1 ' 5 2 " W 1 7 1 . 6 8 S 7 7 ° 5 8 ' 3 6 " W 1 3 5 . 0 2 N8 9 ° 4 2 ' 1 3 " W 1 3 8 . 8 5 N8 9 ° 4 2 ' 1 3 " W 1 3 0 . 4 4 N8 9 ° 4 2 ' 1 3 " W 1 3 0 . 3 6 N8 9 ° 4 2 ' 1 3 " W 1 3 0 . 3 2 N8 9 ° 4 2 ' 1 3 " W 1 3 0 . 2 8 N8 9 ° 4 2 ' 1 3 " W 1 3 0 . 2 4 N8 9 ° 4 2 ' 1 3 " W 1 3 0 . 2 1 N8 9 ° 4 2 ' 1 3 " W 1 3 0 . 1 2 N8 9 ° 4 2 ' 1 3 " W 1 3 0 . 0 9 N8 9 ° 4 2 ' 1 3 " W 1 3 0 . 0 5 N8 9 ° 4 2 ' 1 3 " W 1 3 0 . 0 1 N8 9 ° 4 2 ' 1 3 " W 1 2 9 . 9 7 N8 9 ° 4 2 ' 1 3 " W 1 2 9 . 9 3 N00°16'32"E 130.71 N00°16'32"E 130.69 N00°16'32"E 130.67 N00°16'32"E 130.64 N00°16'32"E 130.59 N00°16'32"E 130.57 N00°16'32"E 130.54 N00°16'32"E 130.52 N00°16'32"E 130.50N00°16'54"E 140.04 N00°17'47"E 149.88 N00°17'47"E 159.72 S8 9 ° 4 2 ' 1 3 " E 1 3 0 . 0 0 S8 9 ° 4 2 ' 1 3 " E 1 3 0 . 0 0 S8 9 ° 4 2 ' 1 3 " E 1 3 0 . 0 0 S8 9 ° 4 2 ' 1 3 " E 1 3 0 . 0 0 N00°17'47"E 283.31 N12°15'39 " W 1 5 3 . 4 9 N09°50'27"W 1 4 7 . 6 9 S00°17'47"W 866.59 S8 9 ° 4 2 ' 1 3 " E 1 3 0 . 0 0 S8 9 ° 4 2 ' 1 3 " E 1 3 0 . 0 0 S8 9 ° 4 2 ' 1 3 " E 1 3 0 . 0 0 S8 9 ° 4 2 ' 1 3 " E 1 3 0 . 0 0 S8 9 ° 4 2 ' 1 3 " E 1 3 0 . 0 0 S8 9 ° 4 2 ' 1 3 " E 1 3 0 . 0 0 S8 9 ° 4 2 ' 1 3 " E 1 3 0 . 0 0 S8 9 ° 4 2 ' 1 3 " E 1 3 0 . 0 0 S8 9 ° 4 2 ' 1 3 " E 1 3 0 . 0 0 S8 9 ° 4 2 ' 1 3 " E 1 3 0 . 0 0 S8 9 ° 4 2 ' 1 3 " E 1 3 0 . 0 0 S8 9 ° 4 2 ' 1 3 " E 1 3 4 . 0 7 S8 9 ° 4 2 ' 1 3 " E 1 3 0 . 0 0 S8 9 ° 4 2 ' 1 3 " E 1 3 0 . 0 0 S8 9 ° 4 2 ' 1 3 " E 1 3 0 . 0 0 S8 9 ° 4 2 ' 1 3 " E 1 3 0 . 0 0 S8 9 ° 4 2 ' 1 3 " E 1 3 0 . 0 0 S8 9 ° 4 2 ' 1 3 " E 1 3 0 . 0 0 S8 9 ° 4 2 ' 1 3 " E 1 3 0 . 0 0 R =1 5 0 .0 0 L =7 6 .4 1 Δ =2 9 °1 1 '1 5 " N 2 8 ° 5 3 ' 2 8 " W 3 7 . 3 8 160.76814.72 47 0 . 1 3 32 0 . 0 0 L = 1 2 6 . 6 4 Δ = 5 ° 1 6 ' 3 7 " L = 5 2 6 . 7 1 Δ = 2 1 ° 5 6 ' 5 2 " 80 . 6 3 78 . 1 3 78 . 1 3 78 . 1 3 13 0 . 0 0 80.0167.0069.2567.00109.64 7 . 7 8 75.00 70.00 65.00 65.00 65.00 65.00 70.00 70.00 65.00 65.00 65.00 65.00 65.00 90.00 130.75 82 . 0 6 65 . 0 0 65 . 0 0 65 . 0 0 71 . 0 2 79 . 9 9 65 . 0 0 65 . 0 0 65 . 0 0 65 . 0 0 67 . 1 7 31.96 70.00 70.00 70.00 70.00 70.00 70.00 70.00 70.00 87.99 13 0 . 0 0 13 0 . 0 0 81.5565.0065.0065.0065.0065.0065.0065.0065.0065.0065.0053.18 156.3470.71 L=16 5.40 Δ=105°1 7'5 6 " L = 1 7 . 0 1 Δ = 3 ° 3 6 ' 3 3 " L = 7 4 . 8 9 Δ = 1 5 ° 5 3 ' 3 2 " L = 6 6 . 0 9 Δ = 2 ° 4 1 ' 4 2 " L = 6 6 . 8 2 Δ = 2 ° 4 3 ' 2 9 " L = 6 6 . 8 2 Δ = 2 ° 4 3 ' 2 9 " L = 7 0 . 5 0 Δ = 2 ° 5 2 ' 3 1 " L = 6 3 . 8 9 Δ = 2 ° 3 6 ' 1 9 " L = 6 3 . 8 9 Δ = 2 ° 3 6 ' 1 9 " L = 1 0 4 . 4 2 Δ = 4 ° 1 5 ' 2 9 " S89°42'13"E 3.35 L=50.22 =22°07'58" S89°42'13"E 3.35 L=27.04 =22°07'58" L=28.81 =0°59'00" L = 7 9 . 7 8 Δ = 2 ° 4 3 ' 2 1 " L = 7 9 . 7 8 Δ = 2 ° 4 3 ' 2 1 " L = 7 9 . 7 8 Δ = 2 ° 4 3 ' 2 1 " L = 7 9 . 7 8 Δ = 2 ° 4 3 ' 2 1 " L = 8 1. 7 7 Δ = 2 ° 4 7 ' 2 6 " L = 8 4 . 8 9 Δ = 2 ° 4 7 ' 4 9 " L = 7 3 . 4 6 Δ = 2 ° 2 5 ' 1 3 " L = 8 6 . 2 4 Δ = 2 ° 5 0 ' 2 9 " L = 7 6 . 6 7 Δ = 2 ° 3 1 ' 3 4 " L = 1 2 7 . 6 8 Δ = 4 ° 1 2 ' 2 4 " L = 6 9 . 7 2 Δ = 2 ° 5 8 ' 1 3 " L = 6 9 . 7 2 Δ = 2 ° 5 8 ' 1 3 " L = 6 9 . 7 2 Δ = 2 ° 5 8 ' 1 3 " L = 6 9 . 7 2 Δ = 2 ° 5 8 ' 1 3 " L = 6 9 . 7 2 Δ = 2 ° 5 8 ' 1 3 " L = 6 9 . 7 2 Δ = 2 ° 5 8 ' 1 3 " L = 6 9 . 7 2 Δ = 2 ° 5 8 ' 1 3 " L = 6 9 . 7 2 Δ = 2 ° 5 8 ' 1 3 " L = 6 9 . 7 2 Δ = 2 ° 5 8 ' 1 3 " L=17.19 =0°43'55" L= 3 7 . 5 6 =6°3 1 ' 1 4 " L = 6 0 . 5 1 Δ = 1 0 ° 3 0 ' 2 0 " L=14.26 =2°28'31" L = 4 2 . 8 5 Δ = 1 6 ° 2 2 ' 0 5 " L=48.45 Δ=18°30'22" R = 6 0 .00 L=17 7.0 2 Δ =1 6 9 °0 2 '3 4" C . B r g =N46°39'5 1 "W C .=119.45 L=35.19 =33°36'16" L=44.80 Δ =4 2°46'44" L =4 4 .8 0 Δ =4 2 °4 6 '4 4 " L=52.23Δ=4 9°52'50" L=11.05 =4°13'16" L =5 0 .4 6 Δ =1 9 °16 '3 2 " 15.48 L =6 1 .1 3 Δ =2 9 °1 1 '1 5 " 7 . 5 3 7 . 8 7 L =5 3 .3 7 Δ =1 6 °5 9 '1 3 " L=38.33 =12°12'02" 30.53 30.51 30.06 30.06 30.39 30.40 30 . 0 0 30 . 0 0 60 . 0 0 N8 9 ° 4 2 ' 1 3 " W 1 3 0 . 4 0 N8 9 ° 4 2 ' 1 3 " W 1 3 0 . 1 6 S8 9 ° 4 2 ' 1 3 " E 1 3 0 . 0 0 S8 9 ° 4 2 ' 1 3 " E 1 3 0 . 0 0 N17°37 ' 4 7 " W 63.87 N15°06'0 6 " W 1 6 4 . 6 8 N00°16'32"E 130.62 N18°31 ' 3 9 " W 1 2 8 . 4 5 N 8 3 ° 0 5 ' 5 3 " E 3 1 6 . 6 3 90.0065.0065.0065.0065.0065.0070.0070.0065.0065.0065.0065.0070.0075.0065.0088.47148.40 58 . 0 6 15 8 . 8 5 58 . 3 6 67 . 1 7 65 . 0 0 65 . 0 0 65 . 0 0 65 . 0 0 79 . 9 9 71 . 0 2 65 . 0 0 65 . 0 0 65 . 0 0 82 . 0 1 12 9 . 8 8 130.05 127.78 134.99 65.00 65.00 65.00 65.00 65.00 65.00 65.00 65.00 65.00 65.00 81.60 87.9470.0070.0070.0070.0070.0070.0070.0070.0070.00148.65 67.00 69.25 67.00 80.06 169.56113.75 9 2 . 0 6 8 0 . 0 2 9 4 . 7 8 4 9 . 7 7 7 8 . 7 5 7 8 . 7 6 7 8 . 7 8 8 0 . 3 4 L = 1 3 7 . 6 7 Δ = 5 ° 0 5 ' 2 9 " L = 7 3 . 6 0 Δ = 2 ° 4 3 ' 1 9 " L = 7 3 . 6 0 Δ = 2 ° 4 3 ' 1 9 " L = 7 3 . 6 0 Δ = 2 ° 4 3 ' 1 9 " L = 7 3 . 6 0 Δ = 2 ° 4 3 ' 1 9 " L = 7 2 . 3 5 Δ = 2 ° 4 0 ' 3 2 " R = 1 5 4 9 . 2 6 L = 5 0 4 . 4 2 Δ = 1 8 ° 3 9 ' 1 7 " C . B r g = N 7 3 ° 2 3 ' 0 9 " E C . = 5 0 2 . 1 9 L = 6 6 . 3 0 Δ = 2 ° 2 7 ' 0 6 " L = 6 9 . 7 5 Δ = 2 ° 3 4 ' 4 6 " L = 6 9 . 7 3 Δ = 2 ° 3 4 ' 4 4 " L = 7 6 . 9 4 Δ = 2 ° 5 0 ' 4 4 " L = 7 2 . 9 1 Δ = 2 ° 4 1' 4 7 " L = 7 2 . 9 0 Δ = 2 ° 4 1 ' 4 6 " L = 7 5 . 8 9 Δ = 2 ° 4 8 ' 2 4 " 7 . 7 8 7 6 5 8 9 10 11 12 13 4 3 2 1 10 11 12 13 98765 1110987654321 1314151617181920212223 10 9 8 7 6 5 4 3 2 1 1 5 3 31 11 12 302928272625242322212019181716 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 1 2 3 4 2 4 4 3 2 1 1 1 ASTER BOULEVARD AD A M S T O W N D R I V E A C H I L L E S D R I V E A S T E R ADRIGALE PATH B O U L E V A R D 452.90257.05 R = 1 3 7 5 . 0 0 L = 6 5 3 . 3 5 Δ = 2 7 ° 1 3 ' 2 9 " C . B r g = N 6 9 ° 0 6 ' 3 1 " E C . = 6 4 7 . 2 2 4 3 2 1 5 S8 9 ° 4 2 ' 1 3 " E 9 4 5 . 1 7 S00°16'32"W 130.47 N00°16'32"E 130.50 N00°16'32"E 130.52 N00°16'32"E 130.54 N00°16'32"E 147.06 AMBER FIELDS TWENTY FIRST ADDITION OFFICIAL PLAT SITE Page 112 of 212 G:\2025\Planning Cases\25-13-FP Amber Fields 21st Addition Final Plat\026444-000 Amber Fields 21th Addition - Plan Review Memo 2024.10.21.docx 7 0 1 X E N I A A V E N U E S | S U I T E 3 0 0 | M I N N E A P O L I S , M N | 55 4 1 6 | 7 6 3 . 5 4 1 . 4 8 0 0 | W S B E N G . C O M Memorandum To: Brian Erickson, City Engineer Nick Egger, Director of Public Works Anthony Nemcek, Senior Planner Jane Byron, Storm Water Specialist From: Amanda Sachi, PE Laura Pietila, PE Kris Keller, PE Date: October 21, 2024 Re: Amber Fields 21st Addition – Phase 2 Final Plat Review WSB Project No. 026444-000 We have reviewed the documents provided by Alliant Engineering on October 14, 2024. Documents reviewed include: • Amber Fields 21st Addition Final Plat Civil Set, dated 10/14//24 • Amber Fields 21st Addition Plat, dated 10/14//24 It should be noted that there are outstanding comments on other previously submitted portions of the development that should be addressed. Applicant should provide responses to each comment. We offer the following comments below. 1. General a. Address redline comments on attached plan sheets 2. Utilities a. Provide minimum vertical 18" separation between watermain and storm sewer i. Insulate when separation is less than 36" 1. Shown in several locations however, there were a few locations missed (See redline comments) b. There is minimal separation (approximately 1’ or less) between the storm sewer and sanitary sewer in several locations. i. Verify minimum required separation from Public Works and possibly look to revise alignments to provide more separation to allow for adequate compaction during construction ii. Applicant indicated that they had discussions with their contractor and that the crossings are constructable with sufficient compaction 3. Streets, Signage and Street Lighting a. No comments 4. Landscape Page 113 of 212 Amber Fields 21st Addition – Phase 2 Final Plat Review October 21, 2024 Page 2 a. No comments Stormwater Management 5. General Storm Sewer Design a. Provide rational method storm sewer sizing calculations and an associated catch basin drainage area map to confirm storm sewer is sized for a 10-year storm event. b. Junction manholes should be designed with approach angles greater -than 90 degrees (revise at CBMH-153, CBMH-137, CBMH-113). c. Increase junction manhole CBMH-137 to a 72” diameter to accommodate pipe sizes and approach angles designed. d. Junction manholes should be designed to limit the hydraulic head increase by matching flow lines (revise at CBMH-105). 6. Water Quantity a. No comments 7. Rate/Volume Control a. No comments 8. Freeboard a. Provide 1.5 feet of freeboard between low openings and EOFs. See redlines on PDF. 9. Water Quality a. No comments 10. Easements a. No comments 11. Erosion Control a. Bio-logs should be installed at a spacing equal to 100*(height of log in feet) / Slope in percent i. Revise backyard bio-logs in blocks 2, 3, and 4. General Infrastructure design shall be completed in accordance with the City of Rosemount’s Engineering Guidelines and Standards. Infrastructure construction shall be completed in accordance with the latest edition of the City’s General Specifications and Standard Detail Plates for Street and Utility Construction. Page 114 of 212 M E M O R A N D U M To: Adam Kienberger, Community Development Director Anthony Nemcek, Senior Planner Julia Hogan, Planner From: Dan Schultz, Parks and Recreation Director Date: January 17, 2024 Subject: Amber Field 15th Addition The Parks and Recreation Department recently reviewed the plans for the Amber Fields 15th Addition. After reviewing the plans, the Parks and Recreation Department staff has the following comments: Parks Dedication The parks dedication for the 15th addition will be met through developer installed improvements as outlined in the subdivision agreement. Regional Greenway The Vermillion Highlands Regional Greenway is identified in the City’s Parks Master Plan as being located in this area. The developer should propose how they will accommodate a 10-foot-wide Regional Greenway Trail in the 15th addition. Please let me know if you have any questions about this memo. Page 115 of 212 EXECUTIVE SUMMARY City Council Regular Meeting: February 18, 2025 AGENDA ITEM: Prestwick Place 24 Addition, Accept Improvements AGENDA SECTION: CONSENT AGENDA PREPARED BY: Brian Erickson, City Engineer AGENDA NO. 6.i. ATTACHMENTS: Resolution, Prestwick Place 24th APPROVED BY: LJM RECOMMENDED ACTION: Adopt a resolution accepting Prestwick Place 24 Addition, City Project 2022- 29 Public Improvements for Perpetual Maintenance BACKGROUND The public improvements as part of the Prestwick Place 24 Addition, City Project 2022-29 included extension of the sanitary sewer for the northwest quadrant of Akron Avenue and 145th Street (County State Aid Highway 42). Construction was completed during the 2024 construction season. The developer has provided as-built documentation and staff has requested final invoices for the installed work as well as associated lien waivers. RECOMMENDATION Upon City acceptance of the work, public improvements constructed in Prestwick Place 24, City Project 2022-29, shall become city property. Staff recommends that City Council adopt the resolutions accepting the improvements for perpetual maintenance. Page 116 of 212 CITY OF ROSEMOUNT DAKOTA COUNTY, MINNESOTA RESOLUTION 2025-XX A RESOLUTION ACCEPTING PUBLIC IMPROVEMENT FOR PRESTWICK PLACE 24TH ADDITION CITY PROJECT 2022-29 WHEREAS, the developer has requested the City accept the public improvements, and; WHEREAS, the developer has provided the as-built record drawings, and; WHEREAS, the developer is preparing the final close out documents including lien waivers and final pay applications. BE IT RESOLVED, by the City Council of the City of Rosemount, Minnesota. The public work completed under said agreement is hereby accepted for perpetual maintenance and ownership. ADOPTED this 18th day of February 2025. Jeffery D. Weisensel, Mayor ATTEST: Erin Fasbender, City Clerk Page 117 of 212 Page 118 of 212 EXECUTIVE SUMMARY City Council Regular Meeting: February 18, 2025 AGENDA ITEM: Donation Acceptance from Merchants Bank AGENDA SECTION: CONSENT AGENDA PREPARED BY: Michelle Rambo, Office Specialist AGENDA NO. 6.j. ATTACHMENTS: Resolution APPROVED BY: LJM RECOMMENDED ACTION: Motion to approve the acceptance and expenditure of $1000 from Merchants Bank to be used for community events during Leprechaun Days. BACKGROUND The Parks and Recreation department received a donation from Merchants Bank for $1000. The donation will be used during Leprechaun Days for community events. RECOMMENDATION Motion to approve the acceptance and expenditure of $1000 from Merchants Bank for community events during Leprechaun Days. Page 119 of 212 CITY OF ROSEMOUNT DAKOTA COUNTY, MINNESOTA RESOLUTION 2025 - XX A RESOLUTION ACCEPTING A DONATION TO THE CITY WHEREAS, the City of Rosemount is generally authorized to accept donations of real and personal property pursuant to Minnesota Statutes Section 465.03 et seq. for the benefit of its citizens and is specifically authorized to accept gifts; WHEREAS, the following persons and entities have offered to contribute the cash amounts set forth below to the city: Merchants Bank $1000 WHEREAS, the terms or conditions of the donations, if any, are as follows: Parks & Recreation: Leprechaun Days community events – Blarney Stone Hunt, Youth Fishing Derby and Wet-n-Wild Day. WHEREAS, all such donations have been contributed to the city for the benefit of its citizens, as allowed by law; and WHEREAS, the City Council finds that it is appropriate to accept the donations offered. THEREFORE, NOW BE IT RESOLVED by the City Council of the City of Rosemount as follows: 1. The donations described above are accepted and shall be used to establish and/or operate services either alone or in cooperation with others, as allowed by law. 2. The city clerk is hereby directed to issue receipts to each donor acknowledging the city’s receipt of the donor’s donation. ADOPTED this ___ day of ____, ____, by the City Council of the City of Rosemount. ______________________________ Jeffery D. Weisensel, Mayor ATTEST: _____________________________________Erin Fasbender, City Clerk Page 120 of 212 EXECUTIVE SUMMARY City Council Regular Meeting: February 18, 2025 AGENDA ITEM: Lifetime Change Orders #14 and #15 AGENDA SECTION: CONSENT AGENDA PREPARED BY: Dan Schultz, Parks & Recreation Director AGENDA NO. 6.k. ATTACHMENTS: CO #14 2 6 25, CO #15 2 14 25 APPROVED BY: LJM RECOMMENDED ACTION: Motion to approve Change Order #14 and #15 for the Life Time facility as listed in the Attached Documents as PCO 72 – 83 and PCO 84 - 96 BACKGROUND In May of 2023, the City Council began to award construction contracts for the construction of the Life Time facility. The project is progressing as expected and we have encountered some necessary changes during construction. The changes that are requested are being submitted as change orders #14 and #15 to the City Council for your review and consideration. The changes are detailed on the attached Contract and Change Order Approval Summaries dated 2/6/25 and 2/14/25. The requests are for a total of $40,332.97 in change order costs for change order #14 and would be funded through monies provided by Lifetime. Change order #15 will be adding funds back into the contingency fund through project deducts in the amount of $275,887.89. RECOMMENDATION Staff is recommending the City Council approve change orders #14 and #15 for the Lifetime Facility as identified in the attached document as PCO 73 - 83 and PCO 84 - 96. Page 121 of 212 Change Description Change Amount Vendor Contract PCO # 073 Misc Glazing/Aluminum Changes $4,676.00 Midland Glass Co. 0034101-08A: Storefronts, Entrances & Curtainwall Total: $4,676.00 PCO # 074 RFI # 372 Front Door Operators $1,040.00 Midland Glass Co. 0034101-08A: Storefronts, Entrances & Curtainwall $4,526.74 Muska Electric Company 0034101-26A: Electrical Total: $5,566.74 PCO # 075 Salon Work Station Wiring $2,573.12 Muska Electric Company 0034101-26A: Electrical Total: $2,573.12 PCO # 076 Electrical Inspector Requirements $8,989.48 Harty Mechanical, Inc. 0034101-23A: HVAC & Plumbing $1,700.30 Muska Electric Company 0034101-26A: Electrical Total: $10,689.78 PCO # 077 RFI # 369 EF-7 VFD Replacement $764.16 Muska Electric Company 0034101-26A: Electrical Total: $764.16 PCO # 078 Reception Desk Changes $3,674.00 Nationwide fixture Installation, Inc. 0034101-06A: Millwork and Fixture Installation $600.00 Jerry's Floor Store 0034101-09C: Flooring & Granite $2,778.02 Muska Electric Company 0034101-26A: Electrical Total: $7,052.02 PCO # 079 Modify Menu Boards $1,887.00 Muska Electric Company 0034101-26A: Electrical Total: $1,887.00 PCO # 080 AP Relocation/Yoga Light Removal/GFCI for Prom Controls $2,230.95 Muska Electric Company 0034101-26A: Electrical Total: $2,230.95 PCO # 081 Credit for Eliminating Vapor Barrier ($17,000.00)Ace Surfaces North America Inc. 0034101-32C: Ace surfaces North America, Inc. Total: ($17,000.00) PCO # 082 PR # 14 Yoga Mirrors & Alpha Racks $4,430.00 Olympic Companies, Inc. 0034101-09A: Drywall, Carpentry, Fireproofing & Painting $2,213.20 Nationwide fixture Installation, Inc. 0034101-06A: Millwork and Fixture Installation $15,250.00 Midland Glass Co. 0034101-08A: Storefronts, Entrances & Curtainwall Total: $21,893.20 PCO # 083 Aluminum ADA Railings at Whirlpool Modifications ($5,896.00)Global Specialty Contractors, Inc. 0034101-13A: Aquatics $5,896.00 Midland Glass Co. 0034101-08A: Storefronts, Entrances & Curtainwall Total: $0.00 Grand Total for this Change Order: $40,332.97 Contingency Deficit to Date with this Change Order: ($295,996.67) CONTRACT AND CHANGE ORDER APPROVAL SUMMARY - 2.6.25 Page 122 of 212 v Change Description Change Amount Vendor Contract PCO # 084 Modify Door KA101 $1,804.00 Midland Glass Co. 0034101-08A: Storefronts, Entrances & Curtainwall Total: $1,804.00 PCO # 085 Adjust Exit Devices Height at CF103 & CF109F Per Health Inspector Requirement $2,817.00 Midland Glass Co. 0034101-08A: Storefronts, Entrances & Curtainwall Total: $2,817.00 PCO # 086 Green Grasses at Front Planters $3,950.00 Nature's Creation 0034101-12A: Faux Frondescence Total: $3,950.00 PCO # 087 Adjusted Sprinkler Pipe in Movement Room $1,692.90 Summit Companies 0034101-21A: Fire Suppression Total: $1,692.90 PCO # 088 Tile Repairs from Trade Damage $4,715.00 Jerry's Floor Store 0034101-09C: Flooring & Granite Total: $4,715.00 PCO # 89 Allowance Deduction for Concrete ($71,065.00)B&D Associates, LLC 0034101-03A: Foundations & Masonry Total: ($71,065.00) PCO # 90 Allowance Deduction for Millwork Installation ($6,970.71)Nationwide Fixture Installation, Inc. 0034101-06A: Millwork and Fixture Installation Total: ($6,970.71) PCO # 091 Allowance Deduction for Doors & Hardware ($3,062.00)Twin City Hardware Co, Inc. 0034101-08B: Doors & Openings Total: ($3,062.00) PCO # 092 Allowance Deduction Framing & Drywall ($54,192.00)Olympic Companies, Inc. 0034101-09A: Drywall, Carpentry, Fireproofing & Painting Total: ($54,192.00) PCO #093 Allowance Deduction Final Cleaning ($65,000.00)Jerry's Floor Store 0034101-11B: Athletic Equipment Total: ($65,000.00) PCO #094 Allowance Deduction for Aquatics ($17,000.00)Global Specialty Contractors, Inc. 0034101-13A: Aquatics Total: ($17,000.00) PCO #095 Allowance Deduction for Mechanical ($31,996.77)Harty Mechanical, Inc. 0034101-23A: HVAC & Plumbing Total: ($31,996.77) PCO #096 Allowance Deduction for Electrical ($41,580.31)Muska Electric Company 0034101-26A: Electrical Total: ($41,580.31) Grand Total for this Change Order: ($275,887.89) Contingency Deficit to Date with this Change Order: ($20,108.78) CONTRACT AND CHANGE ORDER APPROVAL SUMMARY - 2.14.25 Page 123 of 212 EXECUTIVE SUMMARY City Council Regular Meeting: February 18, 2025 Tenative City Council Meeting: February 18, 2025 AGENDA ITEM: Request by North Wind Test, LLC., for Preliminary and Final Plat approval and rezoning of 60 acres from A-2 to B-2 AGENDA SECTION: NEW BUSINESS PREPARED BY: Anthony Nemcek , Senior Planner AGENDA NO. 9.a. ATTACHMENTS: Ordinance, Resolution, Excerpt from the January 28 Planning Commission meeting minutes, Site Location, Rezoning Exhibit, Land Use Plan, Plat, Preliminary Site Plan, 151st Street & Blaine Avenue Improvements , Parks and Recreation Review Memo dated January 21, 2025, Engineer's memo dated January 23, 2025, Traffic Impact Analysis APPROVED BY: LJM RECOMMENDED ACTION: Motion to adopt an ordinance rezoning of the subject parcel from A-2 Agriculture to B-2 Employment. Motion to adopt a resolution approving the North Wind Addition preliminary and final plats, subject to conditions. BACKGROUND The City Council is being asked to consider requests by North Wind Test, LLC., for the approval of preliminary and final plats and a rezoning of the site from A-2 Agriculture to B-2 Employment. The applicant is planning to develop an aerospace research and testing facility on the 60-acres within the Plat area, which is located immediately south of Meta's data center project and west of Blaine Avenue. The applicant is referring to the project as the Minnesota Aerospace Complex. In addition to the larger, primary parcel, the plat also includes a parcel in the northeast corner of the site that will be the location of a future substation to serve the site. A preliminary site plan is attached as reference. The Council should note that in addition to the requests being made at this meeting, North Wind Test will also require approval of a Planned Unit Development to allow for multiple principal uses on a single parcel, and final site and building plan approval prior to site development. The applicant will be making requests for those approvals at a later date. Staff finds the plat in conformance with the lot standards of the B-2 Employment zoning district, and the proposed rezoning is consistent with the City's comprehensive land use plan. The Planning Commission and staff are recommending approval of these two requests. Applicant North Wind Test, LLC. Page 124 of 212 Property Owner University of Minnesota Site Area 60.7 Acres Current Zoning A-2 Agriculture Proposed Zoning B-2 Employment Comp Plan Designation Business Park PLANNING COMMISSION ACTION The Planning Commission held a public hearing during its January 28, 2025, meeting to review the requests and receive public comment. The Commission asked for clarification of the plans for the roadway that currently runs through the site. Staff described the existing roadway's status as a private, University-owned road and how it would be replaced by the new east/west road along the northern site boundary. The Commission also asked about the traffic impact analysis that was included with the packet and how it fits in with other development occurring in the area. Staff described that how the analysis is one piece of the puzzle and is taking other development into account in its analysis. The Commission also asked how the responsibility for the remediation of environmental concerns would be determined. Staff deferred to the applicant as that responsibility would be determined as part of the purchase agreement. In addition to staff's presentation of this item, the Planning Commission heard a presentation by a representative for the applicant who introduced the company and its vision for the Minnesota Aerospace Complex. The Commission received public comments in support of the project from representatives of the property owner, the St. Paul Building and Construction Trades Council, and Greater MSP. Following the close of the public hearing, the Commission asked if there would be large equipment hauled on the roads being brought in for testing. The applicant described the use of scale models for testing and that all testing occurs inside buildings. The Planning voted unanimously to recommend approval of both the rezoning and plats. Legal Authority The City Council is being asked to consider two requests. The first request, approval of preliminary and final plats, is quasi-judicial in nature, meaning the Council is acting as a judge to determine if the requested plats are in conformance with the requirements and standards of the zoning ordinance. If the proposed plat conforms with the code, it must be approved. The second request, rezoning the site from A-2 to B-2, is legislative in nature. This means the City has wide discretion when deciding to approve or deny the request. That being said, if a requested rezoning is consistent with the City's Comprehensive Land Use plan, it should generally be approved. Land Use and Zoning The site is currently located within the A-2 Agricultural zoning district. The applicant is proposing a rezoning of the subject property from A-2 to B-2 Employment. The proposed rezoning is consistent with the City's adopted Comprehensive Land Use Plan, which designates the site for Business Park land uses. The BP-Business Park zoning district was replaced by the B-2 Employment zoning district in the City's 2024 zoning code update. Therefore, staff recommends approval of the rezoning and will be reviewing the proposed plat using the B-2 lot dimension standards. Page 125 of 212 Plat The applicant is requesting approval of both the preliminary and final plats for the North Wind Addition. The proposed plat contains two parcels, one larger on that will contain the research facility and a smaller one in the northeast corner of the plat area that will contain an electrical substation. The plat also has land dedicated to a future 151st Street East right of way. This road runs east/west and will continue to be extended westward as development occurs. The preliminary site plan submitted by the applicant shows a temporary cul-de-sac at the western terminus of this road. The final plat reviewed by the Planning Commission proposed an outlot status for the northeast parcel. Since the Planning Commission meeting, the applicant has updated the plat to make that parcel a buildable lot to avoid the need of further plat approval ahead of development of the substation. No changes to the parcel boundaries were made with the update. The table below shows how the proposed plat compares to the dimensional standards of the B-2 Employment district. Standard Required Proposed Minimum Lot Width 120' 281.98' Minimum Lot Area 1 acre 3.67 acres All other site development standards, such as setbacks and building height, will be reviewed with a formal site plan review that will be requested by the applicant at a later date. A preliminary site plan is included in the attachments as a reference and to provide context for the Council. Park Dedication The Parks and Recreation department has reviewed the proposed plat and is making two recommendations. The first recommendation is for the applicant to pay a fee-in-lieu of land dedication. Based on the size of the plat area, that amounts to $515,950 (60.7 acres @ $8,500 per acre). The second recommendation from Parks and Rec staff relates to a future trail along Blaine Avenue. Meta's data center development included grading along Blaine Avenue to accommodate a future trail. When the time comes that Blaine Avenue receives full upgrades, the City will build the trail and assess the applicant for their share of the costs. Engineering The site will be served by newly constructed sewer and water within 151st Street East. This service will be brought down the Blaine Avenue extension. Plans for these improvements are attached to this report. The City's engineering staff has reviewed the preliminary plat and provided a memorandum, which is attached. The memorandum contains comments related to the street improvement and utility plans. Additionally, the applicant has drafted a traffic impact analysis (TIA) which the County reviewed and provided the following feedback: • Modeling Data: The County requested the Synchro traffic models be provided in Version 11 format for review and records. • Signal Timing and Warrants: A more detailed signal warrant analysis is needed for long-term (2040) conditions, including sensitivity analysis to predict when volume thresholds might be met. • Queueing and Storage: The report should include 95th percentile queue lengths and available storage capacity to address potential congestion at key intersections. Page 126 of 212 • Future Geometry: Assumptions should align with planned road improvements, such as those funded by the TED Grant. • Mitigation Needs: Recommendations include adding turn lanes and signal timing adjustments at intersections like CSAH 42 & US Highway 52 ramps and CSAH 42 & Blaine Avenue to address projected traffic increases. • Safety Considerations: Long-term planning should address potential safety concerns, including excessive delays and queue spillbacks, especially at major intersections. These updates aim to ensure the TIA aligns with County standards and adequately addresses the impact of proposed developments on the roadway network. RECOMMENDATION Staff finds the requested rezoning to be consistent with the designated land use of the site within the City's adopted Comprehensive Land Use Plan. Staff also finds the proposed plat to conform with the requirements and standards of the zoning ordinance. The Planning Commission and staff are recommending approval of both requested actions subject to conditions. Page 127 of 212 City of Rosemount Ordinance No. B-XXX AN ORDINANCE AMENDING ORDINANCE B CITY OF ROSEMOUNT ZONING ORDINANCE North Wind Addition THE CITY COUNCIL OF THE CITY OF ROSEMOUNT, MINNESOTA, ORDINANCE AS FOLLOWS: Section 1. Ordinance B, adopted September 19, 1989, entitled “City of Rosemount Zoning Ordinance,” is hereby amended to rezone property from A-2 Agricultural to B-2 Employment within the City of Rosemount legally described as follows: That part of the Northeast Quarter of Section 35, Township 115 North, Range 19 West described as follows: Commencing at the northeast corner of said Section 35; thence South 00 degrees 27 minutes 47 seconds West, assumed bearing, along the east line of said Northeast Quarter, a distance of 300.01 feet to the south line of the North 300.00 feet of said Section 35, also being the south line of the plat of ROSEMOUNT TECHNOLOGY ADDITION and the point of beginning of the parcel to be described; thence continuing South 00 degrees 27 minutes 47 seconds West, along said east line of the Northeast Quarter, a distance of 1278.36 feet; thence South 89 degrees 56 minutes 07 seconds West, a distance of 2068.51 feet; thence North 00 degrees 23 minutes, 47 seconds East, a distance of 1279.056 fee to said south line of the North 300.00 feet of Section 35; thence North 89 degrees 57 minutes 16 seconds East, along said south line of the North 300.00 feet of Section 35, a distance of 2070.00 fee to the point of beginning. Section 2. The Zoning Map of the City of Rosemount, referred to and described in said Ordinance No. B as that certain map entitled “Zoning Map of the City of Rosemount,” shall not be republished to show the aforesaid rezoning, but the Clerk shall appropriately mark the said 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 notation references and other information shown thereon are hereby incorporated by reference and made part of this Ordinance. Section 3. This ordinance shall be effective immediately upon its passage and publication according to law. Page 128 of 212 ENACTED AND ORDAINED into an Ordinance this 18th day of February, 2025. CITY OF ROSEMOUNT Jeffery D. Weisensel, Mayor ATTEST: Erin Fasbender, City Clerk Page 129 of 212 CITY OF ROSEMOUNT DAKOTA COUNTY, MINNESOTA RESOLUTION 2025-XX A RESOLUTION APPROVING THE PRELIMINARY AND FINAL PLATS FOR NORTH WIND ADDITION WHEREAS, North Wind Test, LLC, (Applicant) has submitted applications to the City of Rosemount for Preliminary and Final Plats concerning property legally described as follows: That part of the Northeast Quarter of Section 35, Township 115 North, Range 19 West described as follows: Commencing at the northeast corner of said Section 35; thence South 00 degrees 27 minutes 47 seconds West, assumed bearing, along the east line of said Northeast Quarter, a distance of 300.01 feet to the south line of the North 300.00 feet of said Section 35, also being the south line of the plat of ROSEMOUNT TECHNOLOGY ADDITION and the point of beginning of the parcel to be described; thence continuing South 00 degrees 27 minutes 47 seconds West, along said east line of the Northeast Quarter, a distance of 1278.36 feet; thence South 89 degrees 56 minutes 07 seconds West, a distance of 2068.51 feet; thence North 00 degrees 23 minutes, 47 seconds East, a distance of 1279.056 fee to said south line of the North 300.00 feet of Section 35; thence North 89 degrees 57 minutes 16 seconds East, along said south line of the North 300.00 feet of Section 35, a distance of 2070.00 fee to the point of beginning. WHEREAS, on January 28, 2025, the Planning Commission of the City of Rosemount reviewed the Preliminary and Final Plats for North Wind Addition; and WHEREAS, on January 28, 2025, the Planning Commission recommended approval of the Preliminary and Final Plats for North Wind Addition, subject to conditions; and WHEREAS, on February 18th, 2025, the City Council of the City of Rosemount reviewed the Planning Commission’s recommendation and the Preliminary and Final Plats for North Wind Addition. NOW, THEREFORE, BE IT RESOLVED, the City Council of the City of Rosemount hereby approves the Preliminary and Final Plats for North Wind Addition, subject to the following conditions: 1. Execution of a subdivision agreement. 2. Development fees not paid for Lot 1 Block 2 must be submitted prior to issuance of a building permit for the future substation. 3. Payment of $515,950 in lieu of park land dedication. Page 130 of 212 2 4. The developer is responsible for the costs of constructing a bituminous trail along the western side of the Blaine Avenue extension. 5. Conformance with the comments contained within the engineer's memo dated January 23, 2025. 6. Payment of trunk area charges in the amount of: i. Sanitary Sewer Trunk Charge: $1,705/acre ii. Watermain Trunk Charge: $6,500/acre iii. Storm Sewer Trunk Charge: $6,865/acre ADOPTED this 18th day of February 2025, by the City Council of the City of Rosemount. __________________________________________ Jeffery D. Weisensel, Mayor ATTEST: ___________________________________ Erin Fasbender, City Clerk Page 131 of 212 EXCERPT FROM THE JANUARY 28, 2025 PLANNING COMMISSION MEETING MINUTES c. Request by North Wind Test, LLC., for Preliminary and Final Plat approval and rezoning of 60 acres from A-2 to B-2 Senior Planner Nemcek presented on a request by North Wind Test the Preliminary and Final Plat and rezoning of 60 acres from A-2 Agricultural to B-2 Employment. Nemcek presented the site location and the proposed plat of two parcels. One buildable lot and one outlot which would be the site of a future substation; however, it could be a buildable lot. Nemcek stated that the rezoning is consistent with the City's land use plan and the area has recently been brought into the MUSA boundary to allow for development. He also showed a preliminary site plan. Staff is recommending that the commission recommend that city council approve the request for a preliminary and final plat and the rezoning. Commissioner Reed asked for clarification of the plans for the roadway that currently runs through the site. Nemcek described the existing roadway's status as a private, University-owned road and how it would be replaced by the new east/west road along the northern site boundary. Chairperson Kenninger asked about the traffic impact analysis that was included with the packet and how it fits in with other development occurring in the area. Nemcek described that how the analysis is one piece of the puzzle and is taking other development into account in its analysis. Commissioner Reed asked how the responsibility for the remediation of environmental concerns would be determined. Nemcek deferred to the applicant as that responsibility would be determined as part of the purchase agreement. Chairperson Kenninger opened the public hearing. David Meyer 358 East Filmore Ave St Paul Meyer gave an overview of North Wind and their previous work and buildings. Their goal is to establish a premier aerospace testing complex site. North wind will be operating it themselves for the next 50 to 100 years. They are partnered with the University of Minnesota and their college of science and engineering. Leslie Krueger 3191 15th Ave SE Minneapolis Kreter stated that she is representing the Regents of the University of Minnesota. She gave an overview of the history of the site and brought up that the site has an area of environmental concern associated with it. She said that the MPCA is supervising the University of Minnesota and North Wind to ensure compliance. Kreter said the project will extend the public infrastructure as well. Page 132 of 212 Donald Mullen 353 West 7th St Saint Paul Mullen stated that he was speaking in favor of the project and that it could be really good for the community. Amanda Taylor 1805 Standford Ave St Paul Taylor stated that she was present on behalf of Greater MSP the regional economic development partnership for the Minneapolis-St Paul region. Taylor spoke in favor of the project as it enables opportunity and economic investment. She said the project will advance the region's leadership and innovation, technology and research and development. It would be the country's premier aerospace testing complex and a competitive asset for the city. Motion by Kenninger Second by Reed Motion to close the public hearing Ayes: 7. Nays: None. Motion carried. Chairperson Kenninger stated that she felt it was an exciting project. Commissioner Reed stated that he was also excited to see the collaboration on the cleanup. Commissioner Beadner asked if large equipment would be brought in for the testing. Meyer stated that they will be completing testing on scale models. Chairperson Kenninger asked about noise and if testing will be indoors. Meyer confirmed that it would be indoors and would be quiet. Motion by Reed Second by Beadner Motion to recommend the City Council approve a rezoning of the subject parcel from A2 - Agriculture to B-2 Employment. Ayes: 7. Nays: None. Motion Carried. Motion by Reed Second by Beadner Motion to recommend the City Council approve the North Wind Addition preliminary and final plats, subject to the following conditions: 1. Execution of a subdivision agreement. Page 133 of 212 2. Development fees not paid for Outlot A must be submitted are due prior to approval of a building permit for the future substation. 3. Payment of $515,950 in lieu of park land dedication. 4. The developer is responsible for the costs of constructing a bituminous trail along the western side of the Blaine Avenue extension. 5. Conformance with the comments contained within the engineer's memo dated January 23, 2025. 6. Approval of a rezoning of the subject property from A-2 to B-2 in conformance with the City's Comprehensive Plan. Ayes: 7. Nays: None. Motion Carried. Page 134 of 212 Page 135 of 212 Page 136 of 212 Page 137 of 212 Page 138 of 212 Page 139 of 212 E N G I N E E R I N G / U O F M A M S C ±6 0 , 0 0 0 S . F . B L A I N E A V E N U E 1 5 1ST S T R E E T SIT E MA I N T E N A N C E BU I L D I N G AE R O D Y N A M I C TU N N E L B U I L D I N G ±4 6 , 5 0 0 S . F . AE R O - T H E R M A L TU N N E L ±8 0 , 5 0 0 S . F . C A M P U S H E A T I N G & C O O L I N G P L A N T ±1 3 , 8 0 0 S . F . F U T U R E TU N N E L EL E C T R I C A L B U I L D I N G ±4, 0 0 0 S . F . S E C U R I T Y ± 2 , 8 0 0 S . F . F U T U R E M E T A D A T A C E N T E R AI R S T O R A G E B U I L D I N G ±2 1 , 6 0 0 S . F . CO M P R E S S O R C O O L I N G ± 2 , 2 0 0 S . F . AI R C O M P R E S S O R B U I L D I N G ±2 2 , 5 0 0 S . F . TR A N S F O R M E R S T T T T T FF E = 9 3 3 . 0 ' FF E = 9 3 5 . 1 ' FF E = 9 3 5 . 5 ' FF E = 9 3 4 . 0 ' FF E = 9 3 4 . 0 ' FF E = 9 3 5 . 0 ' FF E = 9 3 5 . 5 ' FF E = 9 3 5 . 5 ' FF E = 9 3 3 . 0 ' F F E = 9 2 9 . 5 ' ELECTRICAL SUBSTATION (BY XCEL) UNIVERSITY OF MN 1,000 FOOT HEAVY INDUSTRIAL SETBACK STORMWATER MANAGEMENT STORMWATER MANAGEMENT STORMWATER MANAGEMENT STORMWATER MANAGEMENT 10' BUILDING & PARKING SETBACK 10 ' B U I L D I N G & P A R K I N G S E T B A C K 10 ' B U I L D I N G & P A R K I N G S E T B A C K 30' BUILDING SETBACK 20' PARKING SETBACK REFER TO PUBLIC IMPROVEMENT PLANS PROPOSED SECURITY FENCE REFER TO PUBLIC IMPROVEMENT PLANS TEMPORARY CONSTRUCTION EASEMENT Th i s d o c u m e n t , t o g e t h e r w i t h t h e c o n c e p t s a n d d e s i g n s p r e s e n t e d h e r e i n , a s a n i n s t r u m e n t o f s e r v i c e , i s i n t e n d e d o n l y f o r t h e s p e c i f i c p u r p o s e a n d c l i e n t f o r w h i c h i t w a s p r e p a r e d . R e u s e o f a n d i m p r o p e r r e l i a n c e o n t h i s d o c u m e n t w i t h o u t w r i t t e n a u t h o r i z a t i o n a n d a d a p t a t i o n b y K i m l e y - H o r n a n d A s s o c i a t e s , I n c . s h a l l b e w i t h o u t l i a b i l i t y t o K i m l e y - H o r n a n d A s s o c i a t e s , I n c . SHEET NUMBER 20 2 4 K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . 11 9 9 5 S I N G L E T R E E L A N E , S U I T E 2 2 5 , E D E N P R A I R I E , M N 5 5 3 4 4 PH O N E : 6 1 2 - 3 1 5 - 1 2 7 2 WW W . K I M L E Y - H O R N . C O M K: \ T W C _ L D E V \ C a l S p a n \ 3 D e s i g n \ C A D \ P l a n S h e e t s \ C 4 - S I T E P L A N . d w g D e c e m b e r 2 7 , 2 0 2 4 - 2 : 3 3 p m © BY RE V I S I O N S No . DA T E PR E L I M I N A R Y - N O T F O R C O N S T R U C T I O N NORTH LEGEND SITE PLAN NOTES 1.REFER TO THE ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONS OF STOOPS, TRUCK DOCKS, TRASH ENCLOSURES & PRECISE BUILDING DIMENSIONS. REFER TO THE SITE ELECTRICAL PLAN FOR LOCATIONS OF PROPOSED LIGHT POLES, CONDUITS, AND ELECTRICAL EQUIPMENT. 2.REFER TO CERTIFIED SITE SURVEY OR PLAT FOR EXACT LOCATION OF EXISTING EASEMENTS, PROPERTY BOUNDARY DIMENSIONS, AND ADJACENT RIGHT-OF-WAY & PARCEL INFORMATION. 3.DIMENSIONS AND RADII ARE DRAWN TO THE FACE OF CURB, UNLESS OTHERWISE NOTED. DIMENSIONS ARE ROUNDED TO THE NEAREST TENTH FOOT, AND AREAS ARE ROUNDED TO THE NEAREST SQUARE FOOT. 4.UNLESS OTHERWISE NOTED, THE CONTRACTOR SHALL BE RESPONSIBLE FOR RELOCATING EXISTING SITE IMPROVEMENTS THAT CONFLICT WITH THE PROPOSED WORK, INCLUDING BUT NOT LIMITED TO TRAFFIC SIGNS, LIGHT POLES, ABOVEGROUND UTILITIES, ETC. PERFORM WORK IN ACCORDANCE WITH GOVERNING AUTHORITIES REQUIREMENTS AND PROJECT SITE WORK SPECIFICATIONS. COST SHALL BE INCLUDED IN BASE BID. 5.TYPICAL PARKING STALL DIMENSIONS SHALL BE 9.0-FEET IN WIDTH AND 20-FEET IN LENGTH UNLESS OTHERWISE INDICATED. 6.MONUMENT SIGN(S) ARE DETAILED ON THE ARCHITECTURAL PLANS AND ARE SHOWN FOR GRAPHICAL & INFORMATIONAL PURPOSES ONLY. CONTRACTOR TO VERIFY SIGN DIMENSIONS, LOCATION AND REQUIRED PERMITS WITH THE OWNER. PR E P A R E D F O R SI T E D I M E N S I O N PL A N C400 PR O J E C T F A L C O N NO R T H W I N D TE S T L L C RO S E M O U N T MN DA T E : I H E R E B Y C E R T I F Y T H A T T H I S P L A N , SP E C I F I C A T I O N O R R E P O R T W A S P R E P A R E D B Y ME O R U N D E R M Y D I R E C T S U P E R V I S I O N A N D TH A T I A M A D U L Y L I C E N S E D P R O F E S S I O N A L EN G I N E E R U N D E R T H E L A W S O F T H E S T A T E O F MI N N E S O T A . MN LI C . N O . BR I A N M . W U R D E M A N , P . E . 12 / 2 7 / 2 0 2 4 53 1 1 3 DA T E CH E C K E D B Y SC A L E DE S I G N E D B Y DR A W N B Y KH A P R O J E C T 16 1 1 5 7 0 0 0 12 / 2 7 / 2 0 2 4 AS S H O W N CG M MO B BM W PROPOSED CURB AND GUTTER PROPERTY LINE PROPOSED FENCE SETBACK LINE RETAINING WALL DRAINAGE AND UTILITY EASEMENT STANDARD DUTY ASPHALT PAVMENT SEE DETAILS FOR SECTION HEAVY DUTY ASPHALT PAVEMENT SEE DETAILS FOR SECTION RIGHT OF WAY PAVEMENT SEE DETAILS FOR SECTION HEAVY DUTY CONCRETE PAVEMENT SEE DETAILS FOR SECTION STANDARD DUTY CONCRETE PAVEMENT / SIDEWALK SEE DETAILS FOR SECTION ASPHALT TRAIL SEE DETAILS FOR SECTION GRAVEL PAVEMENT SEE DETAILS FOR SECTION STORM WATER AREA SEE GRADING PLAN FOR DETAILS SITE DATA EXISTING ZONING A-2 AGRICULTURAL PROPOSED ZONING B-2 EMPLOYMENT PARKING SETBACKS SIDE/REAR = 10' FRONT = 20' BUILDING SETBACKS SIDE/REAR = 10' FRONT = 30' NORMAL WATER LEVEL TOP OF BASIN Know what'sbelow. before you dig.Call R Page 140 of 212 EXISTING CABLE TVtvtv LEGEND CB D W EXISTING WATERMAIN MANHOLE EXISTING STORM MANHOLE S EXISTING GATE VALVE EXISTING HYDRANT EXISTING CURB BOX EXISTING OVERHEAD POWER EXISTING CATCH BASIN EXISTING STORM SEWER EXISTING WATERMAIN EXISTING SANITARY SEWER EXISTING POWER POLE EXISTING FENCE EXISTING CURB AND GUTTER EXISTING GAS MAIN EXISTING UNDERGROUND TELEPHONE LINE EXISTING UNDERGROUND POWER EXISTING SANITARY MANHOLE EXISTING TREE LINE EXISTING STREET SIGN EXISTING TREE T EXISTING LIGHT POLE EXISTING CABLE TV BOX EXISTING SOIL BORING EXISTING MAILBOX EXISTING GAS VALVEGAS EXISTING ELECTRICAL MANHOLEE ELEC TRANS.EXISTING ELECTRICAL TRANSFORMER CTV EXISTING TELEPHONE BOX 1011 1010 1011 PROPOSED HYDRANT PROPOSED GATE VALVE EXISTING CONTOUR PROPOSED CONTOUR PROPOSED CATCH BASIN PROPOSED WATERMAIN PROPOSED SANITARY SEWER PROPOSED STORM SEWER PROPOSED CURB AND GUTTER PROPOSED MANHOLE (STORM/SANITARY) EXISTING RIGHT-OF-WAY EXISTING EASEMENT EXISTING FIBER LINE PROPOSED DRAIN TILE DRAINAGE ARROW PROPOSED BUTTERFLY VALVE BA R B A R A BA B C O C K AU D R E Y BL A I N E AV E . AV E . AV E . AV E . AV E . ST. ST. ST. E. E. E. ST.E.BL A I N E CT . 42 71 152nd 153rd 145th BA R D A V E . CITY OF ROSEMOUNT 0 LOCATION MAP PLAN ALIGNMENT PLAN SET SCALES PROFILE UTILITY PLAN 0 0 0 0 CROSS-SECTIONS 0 500 1000 2000 50 100 200 15 30 60 5 10 20 15 30 60 SCALE IN FEET SCALE IN FEET SCALE IN FEET SCALE IN FEET SCALE IN FEET SHEET INDEX (GEOGRAPHIC DESCRIPTION)FROMBLAINE AVENUE CONSTRUCTION PLAN FORGRADING, PAVING, AGGREGATE BASE, BITUMINOUS SURFACING, WATERMAIN, STORM SEWER AND INTERSECTION IMPROVEMENTS 860' NORTH OF 151ST STREET E MA G N E T I C I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. K: \ T W C _ L D E V \ C a l S p a n \ 3 D e s i g n \ C A D \ P l a n S h e e t s \ O f f - S i t e \ F a l c o n - C O V E R . d w g D e c e m b e r 2 7 , 2 0 2 4 - 1 0 : 4 3 a m DATE LIC. NO. ENGINEER MICHAEL J. KINNING, P.E. 6082612/31/2024 NOTE: THE SUBSURFACE UTILITY INFORMATION IN THIS PLAN IS UTILITY QUALITY LEVEL D. THIS QUALITY LEVEL WAS DETERMINED ACCORDING TO THE GUIDELINES OF CI/ASCE 38-22, ENTITLED "STANDARD GUIDELINES FOR INVESTIGATING AND DOCUMENTING EXISTING UTILITIES". THE EXACT LOCATION OF UNDERGROUND UTILITIES SHOWN IN THIS PLAN SET ARE UNKNOWN. THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE PRIOR TO STARTING ANY EXCAVATION. GOPHER STATE ONE CALL SYSTEM..........1-800-252-1166 PLAN REVISONS SHEET NO.OF SHEETS DATE SHEET NO.APPROVED BY 1 GOVERNING SPECIFICATIONS THE 2020 EDITION OF THE MINNESOTA DEPARTMENT OF TRANSPORTATION "STANDARD SPECIFICATIONS FOR CONSTRUCTION" SHALL GOVERN. ALL TRAFFIC CONTROL SIGNING AND DEVICES SHALL CONFORM TO THE MMUTCD, INCLUDING THE FIELD MANUAL FOR TEMPORARY TRAFFIC CONTROL ZONE LAYOUTS. PROJECT LOCATION DAKOTA COUNTY METRO DISTRICT 151ST STREET AND BLAINE AVENUE ROADWAY IMPROVEMENTS 48 1200' SOUTH OF 151ST STREET E BLAINE AVE EXCEPTION LENGTH NET LENGTH 2421 FEET 0.459 N/A GROSS LENGTH FEET 0.459 N/A FEET MILES MILES MILES 2421 SHEET NO. 1 2 3-12 13 14-15 16-27 28-36 37-48 DESCRIPTION COVER SHEET CONSTRUCTION NOTES AND UTILITY CONTACTS CITY STANDARD PLATES AND DETAILS TYPICAL SECTIONS ALIGNMENT PLAN AND TABULATION REMOVAL PLANS STREET AND STORM SEWER CONSTRUCTION PLAN AND PROFILE SANITARY SEWER CONSTRUCTION PLAN AND PROFILE DAKOTA COUNTY CITY OF ROSEMOUNT LOCAL ROAD 2 30 STOPPING 3.5 N.A. N.A.N.A. X X X X N.A. N.A. X20 YR BESALS No. of Parking Lanes = Design Speed Based on Height of eye Design Speed not achieved at: STA.TO STA.MPH mph Sight Distance Height of Object Design Load ton No. of Traffic Lanes ADT (Current Year) 2022 ADT (Future Year) 2042 DHV (Design Hr. Vol.) 2042 D (Directional Distr.) T (Heavy Commercial) = = = = = = Functional Classification: 0 DESIGN DESIGNATION: % % STA. 50+00 TO STA. 71+69.37 151ST STREET 2.0' N.A. XR-VALUE = LOCATED ON: TO 151ST STREET EXCEPTION LENGTH NET LENGTH 2169 FEET 0.412 N/A GROSS LENGTH FEET 0.412 N/A FEET MILES MILES MILES 2169 LOCATED ON:151ST STREET BLAINE AVENUE1500' WEST OF BLAINE AVENUETOFROM 5 10 20 SCALE IN FEET LOCAL ROAD 2 55 STOPPING 3.5 N/A N/A 10 2300 4800 2150 N.A. N.A. 2,786,00020 YR BESALS No. of Parking Lanes = Design Speed Based on Height of eye Design Speed not achieved at: STA.TO STA.MPH mph Sight Distance Height of Object Design Load ton No. of Traffic Lanes ADT (Current Year) 2022 ADT (Future Year) 2042 DHV (Design Hr. Vol.) 2042 D (Directional Distr.) T (Heavy Commercial) = = = = = = Functional Classification: 0 DESIGN DESIGNATION: % % STA. 89+72.11 TO STA. 110+24+64 BLAINE AVENUE 30R-VALUE = 151ST STREET END CONSTRUCTION STA. 71+69.37 151ST STREET BEGIN CONSTRUCTION STA. 50+00 BLAINE AVENUE BEGIN CONSTRUCTION STA. 89+72.11 BLAINE AVENUE END CONSTRUCTION STA. 133+93.22 PRELIMINARY PLANS Page 141 of 212 PROPOSED TYPICAL SECTION - BLAINE AVE STA. 93+21 TO STA. 108+67 1:4 1:3 (T Y P . ) ℄ BLAINE AVENUE 4' SHLD 12' THRU LANE 14' THRU LANE PROP. ROW120.0' PROP. ROW 2' GRVL 34' FUTURE MULTI-USE 2%2%2%2% 6" TOPSOIL AND SEED (TYP.) 6" TOPSOIL AND SEED (TYP.) PROPOSED TYPICAL SECTION - 151ST STREET STA. 50+00 TO STA. 71+69.37 ℄ 151ST STREET 12' THRU LANE 8' SHLD 20' FUTURE MULTI-USE 12' THRU LANE 8' SHLD 5' BLVD PROP. ROW 80.0' 1:4 1:4 PROP. ROW NOTES: 1.ALL DIMENSIONS ARE TO FACE OF CURB UNLESS OTHERWISE NOTED. 2.ALL CROSS SLOPES ARE IN PERCENT GRADE. 3.ALL STATIONING IS BASED ON 152ND STREET OR BLAINE AVENUE. 4.CONTRACTOR TO VERIFY INPLACE ELEVATIONS OF INPLACE PAVEMENT ALONG BLAINE AVENUE WHERE PROPOSED PAVEMENT TIES IN. IF ELEVATIONS DIFFER FROM PLANS, NOTIFY THE ENGINEER BEFORE INSTALLING CURB. 5.CENTERLINE OFFSET VARIES. SEE CONSTRUCTION PLAN FOR DETAILS. INSET A - BITUMINOUS PAVEMENT BITUMINOUS TACK COAT (INCIDENTAL) 2" TYPE SP 9.5 WEARING COURSE MNDOT SPEC 2360 (SPWEA340C) 2" TYPE SP 9.5 WEARING COURSE MNDOT SPEC 2360 (SPWEA340C) 8" CLASS 5 AGGREGATE BASE (CV), MNDOT SPEC 2211 24" SELECT GRANULAR EMBANKMENT MNDOT SPEC 2106 (CV) 2.5" TYPE SP 12.5 NON-WEARING COURSE MNDOT SPEC 2360 (SPNWB330B) INSET B -CURB AND GUTTER 12:1 1' FROM BOC 6" TOPSOIL AND SEED 4" PERFORATED PE DRAIN TILE WITH COARSE AGGREGATE (MNDOT 3149.2H) WRAP WITH GEOTEXTILE (MN/DOT 3733, TYPE 1) (CITY STANDARD PLATE SD-7). 2' PROPOSED BLAINE AVENUE BITUMINOUS PAVEMENT INSET C - SHOULDER & DITCH 6.5" CLASS 2 AGGREGATE SHOULDERING (CV) 24" SELECT GRANULAR EMBANKMENT (CV) MNDOT SPEC 2106 8" CLASS 5 AGGREGATE BASE (CV) 6" TOPSOIL AND SEED SUBGRADE PREPARATION (INCIDENTAL) 24" SELECT GRANULAR EMBANKMENT EXTENDED TO SIDE SLOPE EXISTING SUBGRADE INSET D - BITUMINOUS DRIVEWAY PAVEMENT BITUMINOUS TACK COAT (INCIDENTAL) 3" TYPE SP 9.5 WEARING COURSE MNDOT SPEC 2360 (SPWEA340C) 6" CLASS 5 AGGREGATE BASE (CV), MNDOT SPEC 2211 24" SELECT GRANULAR EMBANKMENT (CV) MNDOT SPEC 2106 SUBGRADE PREPARATION (INCIDENTAL) GRANULAR FILL (INCIDENTAL) B418 OR B618 CURB & GUTTER (TYP.) PROPOSED TYPICAL SECTION - BLAINE AVE STA. 89+72 TO STA. 93+21 AND STA. 108+67 TO STA. 134+50 INPLACE ROW 66' INPLACE ROW 120' 2' GRVL 12' THRU LANE 12' THRU LANE 4' SHLD 2' GRVL 6" TOPSOIL AND SEED (TYP.) 1:4 T Y P . 4' (1:3 T Y P . ) 1:4 TY P . 4' 1:3 ( T Y P . ) 6" TOPSOIL AND SEED (TYP.) INSET A ℄BLAINE AVE (S) INSET C 2%2% PROFILE GRADE 2% INSET C SEE NOTE 5 PROP. ROW PROP. ROW 66' INPLACE ROW INPLACE ROW INSET AINSET B INSET AINSET B INSET B 2%2%2%2% INSET C 2% 6" TOPSOIL AND SEED (TYP.) K: \ T W C _ L D E V \ C a l S p a n \ 3 D e s i g n \ C A D \ P l a n S h e e t s \ O f f - S i t e \ F a l c o n - T Y P C . d w g D e c e m b e r 2 7 , 2 0 2 4 - 1 0 : 4 8 a m DATE: CHECKED BY: DRAWN BY: DESIGNED BY: PROJECT NO. DRAWING NAME MJK DAT MJK 161157000 Falcon-TYPC.dwg 12/31/2024 MN LIC. NO.DATE: 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. 6082612/31/2024 MICHAEL J. KINNING, P.E. SHEET NO. 13 48 CITY OF ROSEMOUNT 151ST STREET AND BLAINE AVENUE ROADWAY IMPROVEMENTS TYPICAL SECTIONS BLAINE AVENUE & 151ST STREET Revisions App.DateNo. Page 142 of 212 85+00 86+00 87+00 88+00 89+00 90+00 91+00 92+00 93+00 94+00 95+00 96+00 97+00 98+00 99+00 100+00 101+00 102+00 103+00 104+00 105+00 106+00 107+00 108+00 109+00 110+00 111+00 112+00 BP : 8 5 + 0 0 . 0 0 67 + 0 0 68 + 0 0 69 + 0 0 70 + 0 0 71 + 0 0 PT: 68+41.54 ℄ BLAINE AVE ℄ 151ST ST L101 L1 0 5 50+00 51+00 52+00 53+00 54+00 55+00 56+00 57+00 58+00 59+00 60+00 61+00 62+00 63+0 0 6 4 + 0 0 6 5 + 0 0 6 6 + 0 0 67 + 0 0 BP : 5 0 + 0 0 . 0 0 PI : 5 5 + 8 8 . 6 8 PC : 6 2 + 1 3 . 1 7 PRC : 6 5 + 2 8 . 8 2 ℄ 151ST ST L106L107 C104 C1 0 5 112+00 113+00 114+00 115+00 116+00 117+00 118+00 119+00 120+00 121+00 122+00 123+00 124+00 125+00 126+00 127+00 128+00 129+00 130+00 131+00 132+00 133+00 134+00134+50 PC : 1 1 5 + 2 1 . 1 7 PT : 1 1 7 + 9 2 . 6 7 PC : 1 2 5 + 8 1 . 0 4 PT : 1 2 6 + 1 9 . 4 8 PC : 1 3 0 + 0 9 . 7 1 PT : 1 3 0 + 3 1 . 0 9 EP : 1 3 4 + 5 0 . 0 0 L102 L103 L104C101 C102 C103 DATE: CHECKED BY: DRAWN BY: DESIGNED BY: PROJECT NO. DRAWING NAME MJK DAT MJK 161157000 Falcon-ALIGN.dwg 12/31/2024 MN LIC. NO.DATE: 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. 6082612/31/2024 MICHAEL J. KINNING, P.E. CITY OF ROSEMOUNT 151ST STREET AND BLAINE AVENUE ROADWAY IMPROVEMENTS ALIGNMENT PLAN AND TABULATION Revisions App.DateNo.SHEET NO. 14 48 0 50 100 200 HORIZONTAL SCALE IN FEET K: \ T W C _ L D E V \ C a l S p a n \ 3 D e s i g n \ C A D \ P l a n S h e e t s \ O f f - S i t e \ F a l c o n - A L I G N . d w g D e c e m b e r 2 7 , 2 0 2 4 - 1 0 : 5 0 a m 0 50 100 200 HORIZONTAL SCALE IN FEET MATCH LINE 66+00 MA T C H L I N E 6 6 + 0 0 MA T C H L I N E 1 1 2 + 0 0 MA T C H L I N E 1 1 2 + 0 0 Page 143 of 212 ALIGNMENT DATA BLAINE AVE SEGMENT NUMBER L101 C101 L102 C102 L103 C103 L104 BEGINNING STATION 85+00.00 115+21.17 117+92.67 125+81.04 126+19.48 130+09.71 130+31.09 ENDING STATION 115+21.17 117+92.67 125+81.04 126+19.48 130+09.71 130+31.09 134+50.00 PI STATION 116+56.92 126+00.27 130+20.40 NOTES DELTA 1°17'47" 2°56'12" 1°37'58" DEGREE 0°28'38.87" 7°38'21.97" 7°38'21.97" RADIUS (FT) 12000.00 750.00 750.00 TANGENT (FT) 135.75 19.22 10.69 LENGTH (FT) 3021.17 271.50 788.38 38.44 390.23 21.37 418.91 BEGINNING COORDINATES NORTHING 192471.71 195492.76 195764.20 196552.19 196590.62 196980.77 197002.15 BEGINNING COORDINATES EASTING 567993.36 568019.93 568025.39 568050.16 568050.38 568042.64 568042.52 ENDING COORDINATES NORTHING 195492.76 195764.20 196552.19 196590.62 196980.77 197002.15 197421.05 ENDING COORDINATES EASTING 568019.93 568025.39 568050.16 568050.38 568042.64 568042.52 568046.15 AZIMUTH 0°30'14" 0°30'14" 1°48'01" 1°48'01" 1°48'01" 358°51'49" 358°51'49" 358°51'49" 0°29'47" 0°29'47" ALIGNMENT DATA 151ST ST SEGMENT NUMBER L107 L106 C105 C104 L105 BEGINNING STATION 50+00.00 55+88.68 62+13.17 65+28.82 68+41.54 ENDING STATION 55+88.68 62+13.17 65+28.82 68+41.54 71+69.37 PI STATION 63+84.24 66+98.04 NOTES DELTA 54°48'15" 54°17'44" DEGREE 17°21'44.49" 17°21'44.49" RADIUS (FT) 330.00 330.00 TANGENT (FT) 171.07 169.22 LENGTH (FT) 588.68 624.49 315.65 312.72 327.83 BEGINNING COORDINATES NORTHING 194529.48 194530.10 194530.75 194391.24 194251.74 BEGINNING COORDINATES EASTING 565931.29 566519.97 567144.47 567414.28 567681.17 ENDING COORDINATES NORTHING 194530.10 194530.75 194391.24 194251.74 194249.17 ENDING COORDINATES EASTING 566519.97 567144.47 567414.28 567681.17 568008.99 AZIMUTH 89°56'23" 89°56'23" 89°56'23" 144°44'39" 144°44'39" 90°26'54" 90°26'54" DATE: CHECKED BY: DRAWN BY: DESIGNED BY: PROJECT NO. DRAWING NAME MJK DAT MJK 161157000 Falcon-ALIGN.dwg 12/31/2024 MN LIC. NO.DATE: 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. 6082612/31/2024 MICHAEL J. KINNING, P.E. CITY OF ROSEMOUNT 151ST STREET AND BLAINE AVENUE ROADWAY IMPROVEMENTS ALIGNMENT PLAN AND TABULATION Revisions App.DateNo.SHEET NO. 15 48 K: \ T W C _ L D E V \ C a l S p a n \ 3 D e s i g n \ C A D \ P l a n S h e e t s \ O f f - S i t e \ F a l c o n - A L I G N . d w g D e c e m b e r 2 7 , 2 0 2 4 - 1 0 : 5 0 a m Page 144 of 212 88+00 89+00 90+00 91+00 92+00 93+00 94+00 ℄ BLAINE AVE INPLACE R/W INPLACE R/W 6 66 ' PROP. R/W PROP. R/W 12 0 ' LEGEND REMOVE BITUMINOUS PAVEMENT GENERAL REMOVAL NOTES: CONTRACTOR SHALL CALL GOPHER STATE ONE CALL AT 651-454-0002. ALL UTILITIES MUST BE LOCATED PRIOR TO THE START OF CONSTRUCTION. ALL EXISTING ROADWAY & STREET SIGNS WITHIN THE CONSTRUCTION LIMITS SHALL BE SALVAGED BY THE CONTRACTOR FOR REINSTALLATION CONTRACTOR SHALL PROTECT ALL EXISTING UTILITY STRUCTURES 1) 2) 3) THAT ARE NOT BEING REMOVED OR RELOCATED. TRENCH BOXES OR OTHER TRENCH STABILIZATION METHODS MAY BE REQUIRED DURING CONSTRUCTION TO MINIMIZE REMOVAL LIMITS. 4) CONTRACTOR TO VERIFY REMOVAL LIMITS WITH ENGINEER PRIOR TO SAWCUTTING. 5) CLEARING & GRUBBING UPON COMPLETION OF CONSTRUCTION. NOTES LEGEND REMOVE EXISTING SIGN PROTECT INPLACE STORM SEWER PIPE PROTECT INPLACE SIGN 1 2 3 PROTECT INPLACE UTILITY POLE4 PROTECT INPLACE UTILITY HANDHOLE5 6 RELOCATE UTILITY (BY OTHERS) FLARED END REMOVAL IS INCIDENTAL TO STORM SEWER PIPE REMOVAL.6) PROTECT INPLACE UTILITY MANHOLE7 REMOVE GRAVEL REMOVE STORM SEWER PIPE8 REMOVE STORM SEWER MANHOLE9 REMOVE CONCRETE CURB & GUTTER REMOVE UTILITY LINES ROCK ENTRANCE CONSTRUCTION LIMITS PAVEMENT SAWCUT (FULL DEPTH) PROTECT INPLACE FLARED-END SECTION10 DATE: CHECKED BY: DRAWN BY: DESIGNED BY: PROJECT NO. DRAWING NAME MJK DAT MJK 161157000 Falcon-REM.dwg 12/31/2024 MN LIC. NO.DATE: 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. 6082612/31/2024 MICHAEL J. KINNING, P.E. Revisions App.DateNo.SHEET NO. 16 48 CITY OF ROSEMOUNT 151ST STREET AND BLAINE AVENUE ROADWAY IMPROVEMENTS REMOVAL PLANS BLAINE AVENUE STA. 89+72 TO STA. 94+00 0 15 30 60 HORIZONTAL SCALE IN FEET K: \ T W C _ L D E V \ C a l S p a n \ 3 D e s i g n \ C A D \ P l a n S h e e t s \ O f f - S i t e \ F a l c o n - R E M . d w g D e c e m b e r 2 7 , 2 0 2 4 - 1 0 : 5 1 a m MA T C H L I N E 9 4 + 0 0 SE E S H E E T 1 7 Page 145 of 212 C C CO 94+00 95+00 96+00 97+00 98+00 99+00 100+00 ℄ BLAINE AVE INPLACE R/W INPLACE R/W 6 6 6 6 6 1 1 6 6 6 6 PROP. R/W PROP. R/W 6 6 LEGEND REMOVE BITUMINOUS PAVEMENT GENERAL REMOVAL NOTES: CONTRACTOR SHALL CALL GOPHER STATE ONE CALL AT 651-454-0002. ALL UTILITIES MUST BE LOCATED PRIOR TO THE START OF CONSTRUCTION. ALL EXISTING ROADWAY & STREET SIGNS WITHIN THE CONSTRUCTION LIMITS SHALL BE SALVAGED BY THE CONTRACTOR FOR REINSTALLATION CONTRACTOR SHALL PROTECT ALL EXISTING UTILITY STRUCTURES 1) 2) 3) THAT ARE NOT BEING REMOVED OR RELOCATED. TRENCH BOXES OR OTHER TRENCH STABILIZATION METHODS MAY BE REQUIRED DURING CONSTRUCTION TO MINIMIZE REMOVAL LIMITS. 4) CONTRACTOR TO VERIFY REMOVAL LIMITS WITH ENGINEER PRIOR TO SAWCUTTING. 5) CLEARING & GRUBBING UPON COMPLETION OF CONSTRUCTION. NOTES LEGEND REMOVE EXISTING SIGN PROTECT INPLACE STORM SEWER PIPE PROTECT INPLACE SIGN 1 2 3 PROTECT INPLACE UTILITY POLE4 PROTECT INPLACE UTILITY HANDHOLE5 6 RELOCATE UTILITY (BY OTHERS) FLARED END REMOVAL IS INCIDENTAL TO STORM SEWER PIPE REMOVAL.6) PROTECT INPLACE UTILITY MANHOLE7 REMOVE GRAVEL REMOVE STORM SEWER PIPE8 REMOVE STORM SEWER MANHOLE9 REMOVE CONCRETE CURB & GUTTER REMOVE UTILITY LINES ROCK ENTRANCE CONSTRUCTION LIMITS PAVEMENT SAWCUT (FULL DEPTH) PROTECT INPLACE FLARED-END SECTION10 DATE: CHECKED BY: DRAWN BY: DESIGNED BY: PROJECT NO. DRAWING NAME MJK DAT MJK 161157000 Falcon-REM.dwg 12/31/2024 MN LIC. NO.DATE: 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. 6082612/31/2024 MICHAEL J. KINNING, P.E. Revisions App.DateNo.SHEET NO. 17 48 CITY OF ROSEMOUNT 151ST STREET AND BLAINE AVENUE ROADWAY IMPROVEMENTS REMOVAL PLANS BLAINE AVENUE STA. 94+00 TO STA. 100+00 0 15 30 60 HORIZONTAL SCALE IN FEET K: \ T W C _ L D E V \ C a l S p a n \ 3 D e s i g n \ C A D \ P l a n S h e e t s \ O f f - S i t e \ F a l c o n - R E M . d w g D e c e m b e r 2 7 , 2 0 2 4 - 1 0 : 5 1 a m MA T C H L I N E 1 0 0 + 0 0 SE E S H E E T 1 6 MA T C H L I N E 9 4 + 0 0 SE E S H E E T 1 8 Page 146 of 212 C 71 + 0 0 71 + 6 9 100+00 101+00 102+00 103+00 104+00 105+00 106+00 ℄ BLAINE AVE ℄ 151ST ST INPLACE R/W INPLACE R/W 6 6 1 6 6 66 ' 12 0 ' PROP. R/W INPLACE HW ESMT 6 6 LEGEND REMOVE BITUMINOUS PAVEMENT GENERAL REMOVAL NOTES: CONTRACTOR SHALL CALL GOPHER STATE ONE CALL AT 651-454-0002. ALL UTILITIES MUST BE LOCATED PRIOR TO THE START OF CONSTRUCTION. ALL EXISTING ROADWAY & STREET SIGNS WITHIN THE CONSTRUCTION LIMITS SHALL BE SALVAGED BY THE CONTRACTOR FOR REINSTALLATION CONTRACTOR SHALL PROTECT ALL EXISTING UTILITY STRUCTURES 1) 2) 3) THAT ARE NOT BEING REMOVED OR RELOCATED. TRENCH BOXES OR OTHER TRENCH STABILIZATION METHODS MAY BE REQUIRED DURING CONSTRUCTION TO MINIMIZE REMOVAL LIMITS. 4) CONTRACTOR TO VERIFY REMOVAL LIMITS WITH ENGINEER PRIOR TO SAWCUTTING. 5) CLEARING & GRUBBING UPON COMPLETION OF CONSTRUCTION. NOTES LEGEND REMOVE EXISTING SIGN PROTECT INPLACE STORM SEWER PIPE PROTECT INPLACE SIGN 1 2 3 PROTECT INPLACE UTILITY POLE4 PROTECT INPLACE UTILITY HANDHOLE5 6 RELOCATE UTILITY (BY OTHERS) FLARED END REMOVAL IS INCIDENTAL TO STORM SEWER PIPE REMOVAL.6) PROTECT INPLACE UTILITY MANHOLE7 REMOVE GRAVEL REMOVE STORM SEWER PIPE8 REMOVE STORM SEWER MANHOLE9 REMOVE CONCRETE CURB & GUTTER REMOVE UTILITY LINES ROCK ENTRANCE CONSTRUCTION LIMITS PAVEMENT SAWCUT (FULL DEPTH) PROTECT INPLACE FLARED-END SECTION10 DATE: CHECKED BY: DRAWN BY: DESIGNED BY: PROJECT NO. DRAWING NAME MJK DAT MJK 161157000 Falcon-REM.dwg 12/31/2024 MN LIC. NO.DATE: 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. 6082612/31/2024 MICHAEL J. KINNING, P.E. Revisions App.DateNo.SHEET NO. 18 48 CITY OF ROSEMOUNT 151ST STREET AND BLAINE AVENUE ROADWAY IMPROVEMENTS REMOVAL PLAN BLAINE AVENUE STA. 100+00 TO STA. 106+00 0 15 30 60 HORIZONTAL SCALE IN FEET K: \ T W C _ L D E V \ C a l S p a n \ 3 D e s i g n \ C A D \ P l a n S h e e t s \ O f f - S i t e \ F a l c o n - R E M . d w g D e c e m b e r 2 7 , 2 0 2 4 - 1 0 : 5 2 a m MA T C H L I N E 1 0 6 + 0 0 SE E S H E E T 1 7 MA T C H L I N E 1 0 0 + 0 0 SE E S H E E T 1 9 Page 147 of 212 106+00 107+00 108+00 109+00 110+00 111+00 112+00 ℄ BLAINE AVE INPLACE R/W INPLACE R/W BITUMINOUS SAWCUT (FULL DEPTH) 12 0 ' INPLACE HW ESMT INPLACE HW ESMT 66 ' LEGEND REMOVE BITUMINOUS PAVEMENT GENERAL REMOVAL NOTES: CONTRACTOR SHALL CALL GOPHER STATE ONE CALL AT 651-454-0002. ALL UTILITIES MUST BE LOCATED PRIOR TO THE START OF CONSTRUCTION. ALL EXISTING ROADWAY & STREET SIGNS WITHIN THE CONSTRUCTION LIMITS SHALL BE SALVAGED BY THE CONTRACTOR FOR REINSTALLATION CONTRACTOR SHALL PROTECT ALL EXISTING UTILITY STRUCTURES 1) 2) 3) THAT ARE NOT BEING REMOVED OR RELOCATED. TRENCH BOXES OR OTHER TRENCH STABILIZATION METHODS MAY BE REQUIRED DURING CONSTRUCTION TO MINIMIZE REMOVAL LIMITS. 4) CONTRACTOR TO VERIFY REMOVAL LIMITS WITH ENGINEER PRIOR TO SAWCUTTING. 5) CLEARING & GRUBBING UPON COMPLETION OF CONSTRUCTION. NOTES LEGEND REMOVE EXISTING SIGN PROTECT INPLACE STORM SEWER PIPE PROTECT INPLACE SIGN 1 2 3 PROTECT INPLACE UTILITY POLE4 PROTECT INPLACE UTILITY HANDHOLE5 6 RELOCATE UTILITY (BY OTHERS) FLARED END REMOVAL IS INCIDENTAL TO STORM SEWER PIPE REMOVAL.6) PROTECT INPLACE UTILITY MANHOLE7 REMOVE GRAVEL REMOVE STORM SEWER PIPE8 REMOVE STORM SEWER MANHOLE9 REMOVE CONCRETE CURB & GUTTER REMOVE UTILITY LINES ROCK ENTRANCE CONSTRUCTION LIMITS PAVEMENT SAWCUT (FULL DEPTH) PROTECT INPLACE FLARED-END SECTION10 DATE: CHECKED BY: DRAWN BY: DESIGNED BY: PROJECT NO. DRAWING NAME MJK DAT MJK 161157000 Falcon-REM.dwg 12/31/2024 MN LIC. NO.DATE: 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. 6082612/31/2024 MICHAEL J. KINNING, P.E. Revisions App.DateNo.SHEET NO. 19 48 CITY OF ROSEMOUNT 151ST STREET AND BLAINE AVENUE ROADWAY IMPROVEMENTS REMOVAL PLANS BLAINE AVENUE STA. 106+00 TO STA. 112+00 0 15 30 60 HORIZONTAL SCALE IN FEET K: \ T W C _ L D E V \ C a l S p a n \ 3 D e s i g n \ C A D \ P l a n S h e e t s \ O f f - S i t e \ F a l c o n - R E M . d w g D e c e m b e r 2 7 , 2 0 2 4 - 1 0 : 5 2 a m SE E S H E E T 1 8 MA T C H L I N E 1 0 6 + 0 0 MA T C H L I N E 1 1 2 + 0 0 SE E S H E E T 2 0 Page 148 of 212 112+00 113+00 114+00 115+00 116+00 117+00 118+00 INPLACE R/W INPLACE R/W INPLACE HW ESMT INPLACE HW ESMT 66 ' 12 0 ' LEGEND REMOVE BITUMINOUS PAVEMENT GENERAL REMOVAL NOTES: CONTRACTOR SHALL CALL GOPHER STATE ONE CALL AT 651-454-0002. ALL UTILITIES MUST BE LOCATED PRIOR TO THE START OF CONSTRUCTION. ALL EXISTING ROADWAY & STREET SIGNS WITHIN THE CONSTRUCTION LIMITS SHALL BE SALVAGED BY THE CONTRACTOR FOR REINSTALLATION CONTRACTOR SHALL PROTECT ALL EXISTING UTILITY STRUCTURES 1) 2) 3) THAT ARE NOT BEING REMOVED OR RELOCATED. TRENCH BOXES OR OTHER TRENCH STABILIZATION METHODS MAY BE REQUIRED DURING CONSTRUCTION TO MINIMIZE REMOVAL LIMITS. 4) CONTRACTOR TO VERIFY REMOVAL LIMITS WITH ENGINEER PRIOR TO SAWCUTTING. 5) CLEARING & GRUBBING UPON COMPLETION OF CONSTRUCTION. NOTES LEGEND REMOVE EXISTING SIGN PROTECT INPLACE STORM SEWER PIPE PROTECT INPLACE SIGN 1 2 3 PROTECT INPLACE UTILITY POLE4 PROTECT INPLACE UTILITY HANDHOLE5 6 RELOCATE UTILITY (BY OTHERS) FLARED END REMOVAL IS INCIDENTAL TO STORM SEWER PIPE REMOVAL.6) PROTECT INPLACE UTILITY MANHOLE7 REMOVE GRAVEL REMOVE STORM SEWER PIPE8 REMOVE STORM SEWER MANHOLE9 REMOVE CONCRETE CURB & GUTTER REMOVE UTILITY LINES ROCK ENTRANCE CONSTRUCTION LIMITS PAVEMENT SAWCUT (FULL DEPTH) PROTECT INPLACE FLARED-END SECTION10 DATE: CHECKED BY: DRAWN BY: DESIGNED BY: PROJECT NO. DRAWING NAME MJK DAT MJK 161157000 Falcon-REM.dwg 12/31/2024 MN LIC. NO.DATE: 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. 6082612/31/2024 MICHAEL J. KINNING, P.E. Revisions App.DateNo.SHEET NO. 20 48 CITY OF ROSEMOUNT 151ST STREET AND BLAINE AVENUE ROADWAY IMPROVEMENTS REMOVAL PLANS BLAINE AVENUE STA. 112+00 TO STA. 118+00 0 15 30 60 HORIZONTAL SCALE IN FEET SE E S H E E T 1 9 MA T C H L I N E 1 1 2 + 0 0 K: \ T W C _ L D E V \ C a l S p a n \ 3 D e s i g n \ C A D \ P l a n S h e e t s \ O f f - S i t e \ F a l c o n - R E M . d w g D e c e m b e r 2 7 , 2 0 2 4 - 1 0 : 5 2 a m MA T C H L I N E 1 1 8 + 0 0 SE E S H E E T 2 1 Page 149 of 212 118+00 119+00 120+00 121+00 122+00 123+00 124+00 INPLACE R/W INPLACE R/W INPLACE HW ESMT INPLACE HW ESMT 66 ' 12 0 ' LEGEND REMOVE BITUMINOUS PAVEMENT GENERAL REMOVAL NOTES: CONTRACTOR SHALL CALL GOPHER STATE ONE CALL AT 651-454-0002. ALL UTILITIES MUST BE LOCATED PRIOR TO THE START OF CONSTRUCTION. ALL EXISTING ROADWAY & STREET SIGNS WITHIN THE CONSTRUCTION LIMITS SHALL BE SALVAGED BY THE CONTRACTOR FOR REINSTALLATION CONTRACTOR SHALL PROTECT ALL EXISTING UTILITY STRUCTURES 1) 2) 3) THAT ARE NOT BEING REMOVED OR RELOCATED. TRENCH BOXES OR OTHER TRENCH STABILIZATION METHODS MAY BE REQUIRED DURING CONSTRUCTION TO MINIMIZE REMOVAL LIMITS. 4) CONTRACTOR TO VERIFY REMOVAL LIMITS WITH ENGINEER PRIOR TO SAWCUTTING. 5) CLEARING & GRUBBING UPON COMPLETION OF CONSTRUCTION. NOTES LEGEND REMOVE EXISTING SIGN PROTECT INPLACE STORM SEWER PIPE PROTECT INPLACE SIGN 1 2 3 PROTECT INPLACE UTILITY POLE4 PROTECT INPLACE UTILITY HANDHOLE5 6 RELOCATE UTILITY (BY OTHERS) FLARED END REMOVAL IS INCIDENTAL TO STORM SEWER PIPE REMOVAL.6) PROTECT INPLACE UTILITY MANHOLE7 REMOVE GRAVEL REMOVE STORM SEWER PIPE8 REMOVE STORM SEWER MANHOLE9 REMOVE CONCRETE CURB & GUTTER REMOVE UTILITY LINES ROCK ENTRANCE CONSTRUCTION LIMITS PAVEMENT SAWCUT (FULL DEPTH) PROTECT INPLACE FLARED-END SECTION10 DATE: CHECKED BY: DRAWN BY: DESIGNED BY: PROJECT NO. DRAWING NAME MJK DAT MJK 161157000 Falcon-REM.dwg 12/31/2024 MN LIC. NO.DATE: 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. 6082612/31/2024 MICHAEL J. KINNING, P.E. Revisions App.DateNo.SHEET NO. 21 48 CITY OF ROSEMOUNT 151ST STREET AND BLAINE AVENUE ROADWAY IMPROVEMENTS REMOVAL PLAN BLAINE AVENUE STA. 118+00 TO STA. 124+00 0 15 30 60 HORIZONTAL SCALE IN FEET SE E S H E E T 2 0 MA T C H L I N E 1 1 8 + 0 0 K: \ T W C _ L D E V \ C a l S p a n \ 3 D e s i g n \ C A D \ P l a n S h e e t s \ O f f - S i t e \ F a l c o n - R E M . d w g D e c e m b e r 2 7 , 2 0 2 4 - 1 0 : 5 2 a m MA T C H L I N E 1 2 4 + 0 0 SE E S H E E T 2 2 Page 150 of 212 124+00 125+00 126+00 127+00 128+00 129+00 130+00 INPLACE R/W INPLACE R/W INPLACE HW ESMT INPLACE HW ESMT 66 ' 12 0 ' LEGEND REMOVE BITUMINOUS PAVEMENT GENERAL REMOVAL NOTES: CONTRACTOR SHALL CALL GOPHER STATE ONE CALL AT 651-454-0002. ALL UTILITIES MUST BE LOCATED PRIOR TO THE START OF CONSTRUCTION. ALL EXISTING ROADWAY & STREET SIGNS WITHIN THE CONSTRUCTION LIMITS SHALL BE SALVAGED BY THE CONTRACTOR FOR REINSTALLATION CONTRACTOR SHALL PROTECT ALL EXISTING UTILITY STRUCTURES 1) 2) 3) THAT ARE NOT BEING REMOVED OR RELOCATED. TRENCH BOXES OR OTHER TRENCH STABILIZATION METHODS MAY BE REQUIRED DURING CONSTRUCTION TO MINIMIZE REMOVAL LIMITS. 4) CONTRACTOR TO VERIFY REMOVAL LIMITS WITH ENGINEER PRIOR TO SAWCUTTING. 5) CLEARING & GRUBBING UPON COMPLETION OF CONSTRUCTION. NOTES LEGEND REMOVE EXISTING SIGN PROTECT INPLACE STORM SEWER PIPE PROTECT INPLACE SIGN 1 2 3 PROTECT INPLACE UTILITY POLE4 PROTECT INPLACE UTILITY HANDHOLE5 6 RELOCATE UTILITY (BY OTHERS) FLARED END REMOVAL IS INCIDENTAL TO STORM SEWER PIPE REMOVAL.6) PROTECT INPLACE UTILITY MANHOLE7 REMOVE GRAVEL REMOVE STORM SEWER PIPE8 REMOVE STORM SEWER MANHOLE9 REMOVE CONCRETE CURB & GUTTER REMOVE UTILITY LINES ROCK ENTRANCE CONSTRUCTION LIMITS PAVEMENT SAWCUT (FULL DEPTH) PROTECT INPLACE FLARED-END SECTION10 DATE: CHECKED BY: DRAWN BY: DESIGNED BY: PROJECT NO. DRAWING NAME MJK DAT MJK 161157000 Falcon-REM.dwg 12/31/2024 MN LIC. NO.DATE: 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. 6082612/31/2024 MICHAEL J. KINNING, P.E. Revisions App.DateNo.SHEET NO. 22 48 CITY OF ROSEMOUNT 151ST STREET AND BLAINE AVENUE ROADWAY IMPROVEMENTS REMOVAL PLAN BLAINE AVENUE STA. 124+00 TO STA. 130+00 0 15 30 60 HORIZONTAL SCALE IN FEET SE E S H E E T 2 1 MA T C H L I N E 1 2 4 + 0 0 K: \ T W C _ L D E V \ C a l S p a n \ 3 D e s i g n \ C A D \ P l a n S h e e t s \ O f f - S i t e \ F a l c o n - R E M . d w g D e c e m b e r 2 7 , 2 0 2 4 - 1 0 : 5 2 a m MA T C H L I N E 1 3 0 + 0 0 SE E S H E E T 2 3 Page 151 of 212 130+00 131+00 132+00 133+00 134+00 134+50 INPLACE R/W INPLACE R/W INPLACE HW ESMT 66 ' INPLACE HW ESMT END CONSTRUCTION BLAINE AVE STA. 133+93.22 LEGEND REMOVE BITUMINOUS PAVEMENT GENERAL REMOVAL NOTES: CONTRACTOR SHALL CALL GOPHER STATE ONE CALL AT 651-454-0002. ALL UTILITIES MUST BE LOCATED PRIOR TO THE START OF CONSTRUCTION. ALL EXISTING ROADWAY & STREET SIGNS WITHIN THE CONSTRUCTION LIMITS SHALL BE SALVAGED BY THE CONTRACTOR FOR REINSTALLATION CONTRACTOR SHALL PROTECT ALL EXISTING UTILITY STRUCTURES 1) 2) 3) THAT ARE NOT BEING REMOVED OR RELOCATED. TRENCH BOXES OR OTHER TRENCH STABILIZATION METHODS MAY BE REQUIRED DURING CONSTRUCTION TO MINIMIZE REMOVAL LIMITS. 4) CONTRACTOR TO VERIFY REMOVAL LIMITS WITH ENGINEER PRIOR TO SAWCUTTING. 5) CLEARING & GRUBBING UPON COMPLETION OF CONSTRUCTION. NOTES LEGEND REMOVE EXISTING SIGN PROTECT INPLACE STORM SEWER PIPE PROTECT INPLACE SIGN 1 2 3 PROTECT INPLACE UTILITY POLE4 PROTECT INPLACE UTILITY HANDHOLE5 6 RELOCATE UTILITY (BY OTHERS) FLARED END REMOVAL IS INCIDENTAL TO STORM SEWER PIPE REMOVAL.6) PROTECT INPLACE UTILITY MANHOLE7 REMOVE GRAVEL REMOVE STORM SEWER PIPE8 REMOVE STORM SEWER MANHOLE9 REMOVE CONCRETE CURB & GUTTER REMOVE UTILITY LINES ROCK ENTRANCE CONSTRUCTION LIMITS PAVEMENT SAWCUT (FULL DEPTH) PROTECT INPLACE FLARED-END SECTION10 DATE: CHECKED BY: DRAWN BY: DESIGNED BY: PROJECT NO. DRAWING NAME MJK DAT MJK 161157000 Falcon-REM.dwg 12/31/2024 MN LIC. NO.DATE: 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. 6082612/31/2024 MICHAEL J. KINNING, P.E. Revisions App.DateNo.SHEET NO. 23 48 CITY OF ROSEMOUNT 151ST STREET AND BLAINE AVENUE ROADWAY IMPROVEMENTS REMOVAL PLAN BLAINE AVENUE STA. 130+00 TO STA. 133+93 0 15 30 60 HORIZONTAL SCALE IN FEET SE E S H E E T 2 2 MA T C H L I N E 1 3 0 + 0 0 K: \ T W C _ L D E V \ C a l S p a n \ 3 D e s i g n \ C A D \ P l a n S h e e t s \ O f f - S i t e \ F a l c o n - R E M . d w g D e c e m b e r 2 7 , 2 0 2 4 - 1 0 : 5 2 a m Page 152 of 212 50+00 51+00 52+00 53+00 54+00 PROP. R/W EXIST. ROW 80 ' ℄ 151ST ST LEGEND REMOVE BITUMINOUS PAVEMENT GENERAL REMOVAL NOTES: CONTRACTOR SHALL CALL GOPHER STATE ONE CALL AT 651-454-0002. ALL UTILITIES MUST BE LOCATED PRIOR TO THE START OF CONSTRUCTION. ALL EXISTING ROADWAY & STREET SIGNS WITHIN THE CONSTRUCTION LIMITS SHALL BE SALVAGED BY THE CONTRACTOR FOR REINSTALLATION CONTRACTOR SHALL PROTECT ALL EXISTING UTILITY STRUCTURES 1) 2) 3) THAT ARE NOT BEING REMOVED OR RELOCATED. TRENCH BOXES OR OTHER TRENCH STABILIZATION METHODS MAY BE REQUIRED DURING CONSTRUCTION TO MINIMIZE REMOVAL LIMITS. 4) CONTRACTOR TO VERIFY REMOVAL LIMITS WITH ENGINEER PRIOR TO SAWCUTTING. 5) CLEARING & GRUBBING UPON COMPLETION OF CONSTRUCTION. NOTES LEGEND REMOVE EXISTING SIGN PROTECT INPLACE STORM SEWER PIPE PROTECT INPLACE SIGN 1 2 3 PROTECT INPLACE UTILITY POLE4 PROTECT INPLACE UTILITY HANDHOLE5 6 RELOCATE UTILITY (BY OTHERS) FLARED END REMOVAL IS INCIDENTAL TO STORM SEWER PIPE REMOVAL.6) PROTECT INPLACE UTILITY MANHOLE7 REMOVE GRAVEL REMOVE STORM SEWER PIPE8 REMOVE STORM SEWER MANHOLE9 REMOVE CONCRETE CURB & GUTTER REMOVE UTILITY LINES ROCK ENTRANCE CONSTRUCTION LIMITS PAVEMENT SAWCUT (FULL DEPTH) PROTECT INPLACE FLARED-END SECTION10 DATE: CHECKED BY: DRAWN BY: DESIGNED BY: PROJECT NO. DRAWING NAME MJK DAT MJK 161157000 Falcon-REM.dwg 12/31/2024 MN LIC. NO.DATE: 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. 6082612/31/2024 MICHAEL J. KINNING, P.E. SHEET NO. 24 48 CITY OF ROSEMOUNT 151ST STREET AND BLAINE AVENUE ROADWAY IMPROVEMENTS REMOVAL PLAN 151ST ST STA. 50+00 TO STA. 54+00 0 15 30 60 HORIZONTAL SCALE IN FEET Revisions App.DateNo. 4 5/21/24 PLAN REVISION NO. 4 MJK K: \ T W C _ L D E V \ C a l S p a n \ 3 D e s i g n \ C A D \ P l a n S h e e t s \ O f f - S i t e \ F a l c o n - R E M . d w g D e c e m b e r 2 7 , 2 0 2 4 - 1 0 : 5 2 a m MA T C H L I N E 5 4 + 0 0 SE E S H E E T 2 6 Page 153 of 212 54+00 55+00 56+00 57+00 58+00 59+00 60+00 ℄ 151ST ST 6 6 6 80 ' EXIST. ROW EXIST. ROW LEGEND REMOVE BITUMINOUS PAVEMENT GENERAL REMOVAL NOTES: CONTRACTOR SHALL CALL GOPHER STATE ONE CALL AT 651-454-0002. ALL UTILITIES MUST BE LOCATED PRIOR TO THE START OF CONSTRUCTION. ALL EXISTING ROADWAY & STREET SIGNS WITHIN THE CONSTRUCTION LIMITS SHALL BE SALVAGED BY THE CONTRACTOR FOR REINSTALLATION CONTRACTOR SHALL PROTECT ALL EXISTING UTILITY STRUCTURES 1) 2) 3) THAT ARE NOT BEING REMOVED OR RELOCATED. TRENCH BOXES OR OTHER TRENCH STABILIZATION METHODS MAY BE REQUIRED DURING CONSTRUCTION TO MINIMIZE REMOVAL LIMITS. 4) CONTRACTOR TO VERIFY REMOVAL LIMITS WITH ENGINEER PRIOR TO SAWCUTTING. 5) CLEARING & GRUBBING UPON COMPLETION OF CONSTRUCTION. NOTES LEGEND REMOVE EXISTING SIGN PROTECT INPLACE STORM SEWER PIPE PROTECT INPLACE SIGN 1 2 3 PROTECT INPLACE UTILITY POLE4 PROTECT INPLACE UTILITY HANDHOLE5 6 RELOCATE UTILITY (BY OTHERS) FLARED END REMOVAL IS INCIDENTAL TO STORM SEWER PIPE REMOVAL.6) PROTECT INPLACE UTILITY MANHOLE7 REMOVE GRAVEL REMOVE STORM SEWER PIPE8 REMOVE STORM SEWER MANHOLE9 REMOVE CONCRETE CURB & GUTTER REMOVE UTILITY LINES ROCK ENTRANCE CONSTRUCTION LIMITS PAVEMENT SAWCUT (FULL DEPTH) PROTECT INPLACE FLARED-END SECTION10 DATE: CHECKED BY: DRAWN BY: DESIGNED BY: PROJECT NO. DRAWING NAME MJK DAT MJK 161157000 Falcon-REM.dwg 12/31/2024 MN LIC. NO.DATE: 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. 6082612/31/2024 MICHAEL J. KINNING, P.E. SHEET NO. 25 48 CITY OF ROSEMOUNT 151ST STREET AND BLAINE AVENUE ROADWAY IMPROVEMENTS REMOVAL PLAN 151ST ST STA. 54+00 TO STA. 60+00 0 15 30 60 HORIZONTAL SCALE IN FEET Revisions App.DateNo. 4 5/21/24 PLAN REVISION NO. 4 MJK K: \ T W C _ L D E V \ C a l S p a n \ 3 D e s i g n \ C A D \ P l a n S h e e t s \ O f f - S i t e \ F a l c o n - R E M . d w g D e c e m b e r 2 7 , 2 0 2 4 - 1 0 : 5 2 a m MA T C H L I N E 6 0 + 0 0 SE E S H E E T 2 6 Page 154 of 212 60+00 61+00 62+00 63+0 0 6 4 + 0 0 6 5 + 0 0 6 6 + 0 0 ℄ 151ST ST 7 PROP. R/W PROP. R/W 80' EXIST. ROW LEGEND REMOVE BITUMINOUS PAVEMENT GENERAL REMOVAL NOTES: CONTRACTOR SHALL CALL GOPHER STATE ONE CALL AT 651-454-0002. ALL UTILITIES MUST BE LOCATED PRIOR TO THE START OF CONSTRUCTION. ALL EXISTING ROADWAY & STREET SIGNS WITHIN THE CONSTRUCTION LIMITS SHALL BE SALVAGED BY THE CONTRACTOR FOR REINSTALLATION CONTRACTOR SHALL PROTECT ALL EXISTING UTILITY STRUCTURES 1) 2) 3) THAT ARE NOT BEING REMOVED OR RELOCATED. TRENCH BOXES OR OTHER TRENCH STABILIZATION METHODS MAY BE REQUIRED DURING CONSTRUCTION TO MINIMIZE REMOVAL LIMITS. 4) CONTRACTOR TO VERIFY REMOVAL LIMITS WITH ENGINEER PRIOR TO SAWCUTTING. 5) CLEARING & GRUBBING UPON COMPLETION OF CONSTRUCTION. NOTES LEGEND REMOVE EXISTING SIGN PROTECT INPLACE STORM SEWER PIPE PROTECT INPLACE SIGN 1 2 3 PROTECT INPLACE UTILITY POLE4 PROTECT INPLACE UTILITY HANDHOLE5 6 RELOCATE UTILITY (BY OTHERS) FLARED END REMOVAL IS INCIDENTAL TO STORM SEWER PIPE REMOVAL.6) PROTECT INPLACE UTILITY MANHOLE7 REMOVE GRAVEL REMOVE STORM SEWER PIPE8 REMOVE STORM SEWER MANHOLE9 REMOVE CONCRETE CURB & GUTTER REMOVE UTILITY LINES ROCK ENTRANCE CONSTRUCTION LIMITS PAVEMENT SAWCUT (FULL DEPTH) PROTECT INPLACE FLARED-END SECTION10 DATE: CHECKED BY: DRAWN BY: DESIGNED BY: PROJECT NO. DRAWING NAME MJK DAT MJK 161157000 Falcon-REM.dwg 12/31/2024 MN LIC. NO.DATE: 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. 6082612/31/2024 MICHAEL J. KINNING, P.E. SHEET NO. 26 48 CITY OF ROSEMOUNT 151ST STREET AND BLAINE AVENUE ROADWAY IMPROVEMENTS REMOVAL PLAN 151ST ST STA. 60+00 TO STA. 66+00 0 15 30 60 HORIZONTAL SCALE IN FEET Revisions App.DateNo. 4 5/21/24 PLAN REVISION NO. 4 MJK K: \ T W C _ L D E V \ C a l S p a n \ 3 D e s i g n \ C A D \ P l a n S h e e t s \ O f f - S i t e \ F a l c o n - R E M . d w g D e c e m b e r 2 7 , 2 0 2 4 - 1 0 : 5 2 a m MA T C H L I N E 6 6 + 0 0 SE E S H E E T 2 7 SE E S H E E T 2 5 MA T C H L I N E 6 0 + 0 0 Page 155 of 212 6 5 + 0 0 6 6 + 0 0 67 + 0 0 68+00 69+00 70+00 71+00 71+69 10 2 + 0 0 10 3 + 0 0 10 4 + 0 0 ℄ BLAINE AVE ℄ 151ST ST 80 ' PROP. R/W PROP. R/W LEGEND REMOVE BITUMINOUS PAVEMENT GENERAL REMOVAL NOTES: CONTRACTOR SHALL CALL GOPHER STATE ONE CALL AT 651-454-0002. ALL UTILITIES MUST BE LOCATED PRIOR TO THE START OF CONSTRUCTION. ALL EXISTING ROADWAY & STREET SIGNS WITHIN THE CONSTRUCTION LIMITS SHALL BE SALVAGED BY THE CONTRACTOR FOR REINSTALLATION CONTRACTOR SHALL PROTECT ALL EXISTING UTILITY STRUCTURES 1) 2) 3) THAT ARE NOT BEING REMOVED OR RELOCATED. TRENCH BOXES OR OTHER TRENCH STABILIZATION METHODS MAY BE REQUIRED DURING CONSTRUCTION TO MINIMIZE REMOVAL LIMITS. 4) CONTRACTOR TO VERIFY REMOVAL LIMITS WITH ENGINEER PRIOR TO SAWCUTTING. 5) CLEARING & GRUBBING UPON COMPLETION OF CONSTRUCTION. NOTES LEGEND REMOVE EXISTING SIGN PROTECT INPLACE STORM SEWER PIPE PROTECT INPLACE SIGN 1 2 3 PROTECT INPLACE UTILITY POLE4 PROTECT INPLACE UTILITY HANDHOLE5 6 RELOCATE UTILITY (BY OTHERS) FLARED END REMOVAL IS INCIDENTAL TO STORM SEWER PIPE REMOVAL.6) PROTECT INPLACE UTILITY MANHOLE7 REMOVE GRAVEL REMOVE STORM SEWER PIPE8 REMOVE STORM SEWER MANHOLE9 REMOVE CONCRETE CURB & GUTTER REMOVE UTILITY LINES ROCK ENTRANCE CONSTRUCTION LIMITS PAVEMENT SAWCUT (FULL DEPTH) PROTECT INPLACE FLARED-END SECTION10 DATE: CHECKED BY: DRAWN BY: DESIGNED BY: PROJECT NO. DRAWING NAME MJK DAT MJK 161157000 Falcon-REM.dwg 12/31/2024 MN LIC. NO.DATE: 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. 6082612/31/2024 MICHAEL J. KINNING, P.E. SHEET NO. 27 48 CITY OF ROSEMOUNT 151ST STREET AND BLAINE AVENUE ROADWAY IMPROVEMENTS REMOVAL PLAN 151ST ST STA. 66+00 TO STA. 71+69 0 15 30 60 HORIZONTAL SCALE IN FEET Revisions App.DateNo. 4 5/21/24 PLAN REVISION NO. 4 MJK K: \ T W C _ L D E V \ C a l S p a n \ 3 D e s i g n \ C A D \ P l a n S h e e t s \ O f f - S i t e \ F a l c o n - R E M . d w g D e c e m b e r 2 7 , 2 0 2 4 - 1 0 : 5 2 a m SE E S H E E T 2 6 MA T C H L I N E 6 6 + 0 0 Page 156 of 212 CITY OF ROSEMOUNT 151ST STREET AND BLAINE AVENUE ROADWAY IMPROVEMENTS STREET AND STORM SEWER PLAN AND PROFILE BLAINE AVENUE STA. 89+72 TO STA. 94+00 Page 157 of 212 CITY OF ROSEMOUNT 151ST STREET AND BLAINE AVENUE ROADWAY IMPROVEMENTS STREET AND STORM SEWER PLAN AND PROFILE BLAINE AVENUE STA. 94+00 TO STA. 100+00 Page 158 of 212 CITY OF ROSEMOUNT 151ST STREET AND BLAINE AVENUE ROADWAY IMPROVEMENTS STREET AND STORM SEWER PLAN AND PROFILE BLAINE AVENUE STA. 100+00 TO STA. 106+00 Page 159 of 212 CITY OF ROSEMOUNT 151ST STREET AND BLAINE AVENUE ROADWAY IMPROVEMENTS STREET AND STORM SEWER PLAN AND PROFILE BLAINE AVENUE STA. 106+00 TO STA. 112+00 Page 160 of 212 CITY OF ROSEMOUNT 151ST STREET AND BLAINE AVENUE ROADWAY IMPROVEMENTS STREET AND STORM SEWER PLAN AND PROFILE 151ST ST STA. 50+00 TO STA. 54+00 Page 161 of 212 CITY OF ROSEMOUNT 151ST STREET AND BLAINE AVENUE ROADWAY IMPROVEMENTS STREET AND STORM SEWER PLAN AND PROFILE 151ST ST STA. 54+00 TO STA. 60+00 Page 162 of 212 CITY OF ROSEMOUNT 151ST STREET AND BLAINE AVENUE ROADWAY IMPROVEMENTS STREET AND STORM SEWER PLAN AND PROFILE 151ST ST STA. 60+00 TO STA. 66+00 Page 163 of 212 CITY OF ROSEMOUNT 151ST STREET AND BLAINE AVENUE ROADWAY IMPROVEMENTS STREET AND STORM SEWER PLAN AND PROFILE 151ST ST STA. 66+00 TO STA. 71+69 Page 164 of 212 CITY OF ROSEMOUNT 151ST STREET AND BLAINE AVENUE ROADWAY IMPROVEMENTS STREET AND STORM SEWER PLAN AND PROFILE 151ST ST - BMPS Page 165 of 212 88+00 89+00 90+00 91+00 92+00 93+00 94+00 INPLACE R/W INPLACE R/W PROP. R/W ℄ BLAINE AVE BEGIN CONSTRUCTION BLAINE AVE STA. 89+72.03, 12.00' LT PROP. R/W HYDRANT STA. 90+81.11 42.75' LT HYDRANT STA. 93+81.15 46.21' LT SEE ONSITE PLANS FOR DETAILS 16" GATE VALVE & BOX STA. 89+77.44 0.69' LT 16" WM PLUG/CAP & THRUST BLOCK STA. 89+72.82 0.69' LT 6" GATE VALVE & BOX STA. 90+81.10 37.79' LT 16" X 6" TEE STA. 90+81.59 1.76' LT 6" GATE VALVE & BOX STA. 93+81.14 41.25' LT 16" X 6" TEE STA. 93+81.63 5.21' LT MA T C H L I N E 9 4 + 0 0 910 920 930 940 950 910 920 930 940 950 89+00 90+00 91+00 92+00 93+00 92 8 . 3 2 92 8 . 7 7 92 9 . 2 3 92 9 . 6 8 92 9 . 9 7 93 0 . 0 0 93 0 . 0 0 93 0 . 0 0 93 0 . 0 2 93 0 . 0 0 93 0 . 1 8 93 0 . 0 0 93 0 . 3 5 93 0 . 0 0 93 0 . 5 1 93 0 . 0 0 93 0 . 6 7 93 0 . 0 0 93 0 . 8 4 93 0 . 0 0 93 1 . 0 0 93 0 . 0 0 93 1 . 1 6 93 0 . 0 0 93 1 . 3 3 93 0 . 0 1 93 1 . 4 9 93 0 . 0 1 93 1 . 6 5 93 0 . 0 1 93 1 . 8 2 93 0 . 0 1 93 1 . 9 8 93 0 . 0 1 93 2 . 1 4 93 0 . 0 1 93 2 . 3 1 93 0 . 0 0 93 2 . 4 7 93 0 . 0 0 93 2 . 6 3 93 0 . 0 0 93 2 . 8 0 EG (TYP.)FG (TYP.) PROPOSED ℄ BLAINE AVE PROFILE INPLACE ℄ BLAINE AVE PROFILE 0.65% PV I : 8 9 + 7 2 . 1 1 EL : 9 3 0 . 0 0 0 UTILITIES TO BE SHOWN IN FUTURE SUBMITTALS GENERAL NOTES: 1.PIPE, HYDRANTS, SERVICES, STRUCTURES, AND APPURTENANCES TO BE CONSTRUCTED PER CITY OF ROSEMOUNT SPECIFICATIONS, STANDARD PLATES, DETAILS IN THE CONSTRUCTION DOCUMENTS, AND CEAM STANDARD SPECIFICATIONS. 2.PROVIDE FITTINGS AND ADAPTERS AS NECESSARY TO CONNECT TO EXISTING. 3.ALL WATERMAIN CROSSING SHALL MAINTAIN A MINIMUM OF 18" VERTICAL SEPARATION BETWEEN OUTER PIPES. 4.PROVIDE INSULATION AS NECESSARY PER DETAIL ON SHEET 12. DATE: CHECKED BY: DRAWN BY: DESIGNED BY: PROJECT NO. DRAWING NAME MJK DAT MJK 161157000 Falcon-SAN_WM_P&P.dwg 12/31/2024 MN LIC. NO.DATE: 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. 6082612/31/2024 MICHAEL J. KINNING, P.E. Revisions App.DateNo.SHEET NO. 37 48 CITY OF ROSEMOUNT 151ST STREET AND BLAINE AVENUE ROADWAY IMPROVEMENTS SANITARY SEWER AND WATERMAIN PLAN AND PROFILE BLAINE AVENUE STA. 89+72 TO STA. 94+00K: \ T W C _ L D E V \ C a l S p a n \ 3 D e s i g n \ C A D \ P l a n S h e e t s \ O f f - S i t e \ F a l c o n - S A N _ W M _ P & P . d w g D e c e m b e r 2 7 , 2 0 2 4 - 1 0 : 5 6 a m MA T C H L I N E 9 4 + 0 0 SE E S H E E T 3 8 0 15 30 60 HORIZONTAL SCALE IN FEET 0 5 10 20 VERTICAL SCALE IN FEET Page 166 of 212 94+00 95+00 96+00 97+00 98+00 99+00 100+00 INPLACE R/W INPLACE R/W ℄ BLAINE AVE PROP. R/W PROP. R/W HYDRANT STA. 96+81.17 47.00' LT HYDRANT STA. 99+56.18 47.00' LT SEE ONSITE PLANS FOR DETAILS 6" GATE VALVE & BOX STA. 96+81.17 42.03' LT 6" GATE VALVE & BOX STA. 99+56.18 42.03' LT 16" X 6" TEE STA. 96+81.48 6.00' LT 16" X 6" TEE STA. 99+56.49 6.00' LT MA T C H L I N E 9 4 + 0 0 MA T C H L I N E 1 0 0 + 0 0 910 920 930 940 950 910 920 930 940 950 95+00 96+00 97+00 98+00 99+00 93 0 . 0 0 93 2 . 8 0 93 0 . 0 0 93 2 . 9 6 93 0 . 0 0 93 3 . 1 2 93 0 . 0 0 93 3 . 2 9 93 0 . 0 0 93 3 . 4 5 93 0 . 0 0 93 3 . 6 1 93 0 . 0 0 93 3 . 7 3 93 0 . 0 0 93 3 . 8 1 93 0 . 0 0 93 3 . 8 5 93 0 . 0 0 93 3 . 8 5 93 0 . 0 0 93 3 . 8 0 93 0 . 0 0 93 3 . 7 2 93 0 . 0 0 93 3 . 6 0 93 0 . 1 2 93 3 . 4 4 93 0 . 1 1 93 3 . 2 8 93 0 . 1 1 93 3 . 1 1 93 0 . 1 2 93 2 . 9 5 93 0 . 1 1 93 2 . 7 9 93 0 . 0 2 93 2 . 6 2 93 0 . 0 1 93 2 . 4 6 93 0 . 0 1 93 2 . 3 0 93 0 . 0 1 93 2 . 1 3 93 0 . 0 1 93 1 . 9 7 93 0 . 1 9 93 1 . 8 1 93 0 . 9 0 93 1 . 6 5 EG (TYP.)FG (TYP.) PROPOSED ℄ BLAINE AVE PROFILE INPLACE ℄ BLAINE AVE PROFILE 0.65%-0.65% PVI STA: 96+11.61 PVI ELEV: 934.18 AD: 1.31% K: 153.15 200.00' VC BV C S : 9 5 + 1 1 . 6 1 BV C E : 9 3 3 . 5 3 EV C S : 9 7 + 1 1 . 6 1 EV C E : 9 3 3 . 5 3 HIGH POINT ELEV: 933.85 HIGH POINT STA: 96+11.70 UTILITIES TO BE SHOWN IN FUTURE SUBMITTALS GENERAL NOTES: 1.PIPE, HYDRANTS, SERVICES, STRUCTURES, AND APPURTENANCES TO BE CONSTRUCTED PER CITY OF ROSEMOUNT SPECIFICATIONS, STANDARD PLATES, DETAILS IN THE CONSTRUCTION DOCUMENTS, AND CEAM STANDARD SPECIFICATIONS. 2.PROVIDE FITTINGS AND ADAPTERS AS NECESSARY TO CONNECT TO EXISTING. 3.ALL WATERMAIN CROSSING SHALL MAINTAIN A MINIMUM OF 18" VERTICAL SEPARATION BETWEEN OUTER PIPES. 4.PROVIDE INSULATION AS NECESSARY PER DETAIL ON SHEET 12. DATE: CHECKED BY: DRAWN BY: DESIGNED BY: PROJECT NO. DRAWING NAME MJK DAT MJK 161157000 Falcon-SAN_WM_P&P.dwg 12/31/2024 MN LIC. NO.DATE: 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. 6082612/31/2024 MICHAEL J. KINNING, P.E. Revisions App.DateNo.SHEET NO. 38 48 CITY OF ROSEMOUNT 151ST STREET AND BLAINE AVENUE ROADWAY IMPROVEMENTS SANITARY SEWER AND WATERMAIN PLAN AND PROFILE BLAINE AVENUE STA. 94+00 TO STA. 100+00 MA T C H L I N E 1 0 0 + 0 0 SE E S H E E T 3 7 MA T C H L I N E 9 4 + 0 0 SE E S H E E T 3 9 K: \ T W C _ L D E V \ C a l S p a n \ 3 D e s i g n \ C A D \ P l a n S h e e t s \ O f f - S i t e \ F a l c o n - S A N _ W M _ P & P . d w g D e c e m b e r 2 7 , 2 0 2 4 - 1 0 : 5 7 a m 0 15 30 60 HORIZONTAL SCALE IN FEET 0 5 10 20 VERTICAL SCALE IN FEET Page 167 of 212 S S 71 + 0 0 71 + 6 9 100+00 101+00 102+00 103+00 104+00 105+00 106+00 INPLACE R/W INPLACE R/W ℄ 152ND ST ℄ BLAINE AVE PROP. R/W PROP. R/W INPLACE HW ESMT SEE ONSITE PLANS FOR DETAILS PROPOSED LIFT STATION DETAILS TO BE PROVIDED IN FUTURE SUBMITTAL HYDRANT STA. 102+41.20 47.00' LT HYDRANT STA. 105+81.19 44.71' LT 6" GATE VALVE & BOX STA. 102+41.20 42.03' LT 6" GATE VALVE & BOX STA. 105+81.14 39.75' LT 16" X 6" TEE STA. 102+41.20 6.00' LT 16" X 6" TEE STA. 105+80.83 3.71' LT PROP. SSWR FORCEMAIN MA T C H L I N E 1 0 0 + 0 0 MA T C H L I N E 1 0 6 + 0 0 910 920 930 940 950 910 920 930 940 950 101+00 102+00 103+00 104+00 105+00 93 0 . 9 0 93 1 . 6 5 93 0 . 9 1 93 1 . 4 8 93 0 . 8 0 93 1 . 3 2 93 0 . 7 4 93 1 . 1 6 93 0 . 5 8 93 0 . 9 7 93 0 . 3 9 93 0 . 7 4 93 0 . 1 4 93 0 . 4 8 92 9 . 8 7 93 0 . 1 7 92 9 . 5 5 92 9 . 8 3 92 9 . 2 2 92 9 . 4 4 92 8 . 8 7 92 9 . 0 1 92 8 . 5 2 92 8 . 5 5 92 8 . 1 0 92 8 . 0 4 92 7 . 6 7 92 7 . 5 0 92 7 . 1 7 92 6 . 9 3 92 6 . 6 4 92 6 . 3 7 92 6 . 0 0 92 5 . 8 1 92 5 . 3 5 92 5 . 2 4 92 4 . 7 1 92 4 . 6 8 92 4 . 0 7 92 4 . 1 2 92 3 . 5 3 92 3 . 5 6 92 3 . 0 2 92 2 . 9 9 92 2 . 3 8 92 2 . 4 3 92 1 . 7 6 92 1 . 9 0 92 1 . 2 5 92 1 . 4 0 EG (TYP.)FG (TYP.) PROPOSED ℄ BLAINE AVE PROFILEINPLACE ℄ BLAINE AVE PROFILE -2.25% -0.65% PVI STA: 101+98.16 PVI ELEV: 930.35 AD: 1.60% K: 156.30 250.00' VC BV C S : 1 0 0 + 7 3 . 1 6 BV C E : 9 3 1 . 1 7 EV C S : 1 0 3 + 2 3 . 1 6 EV C E : 9 2 7 . 5 4 PVI STA: 106+40.00 PVI ELEV: 920.40 AD: 1.02% K: 196.07 200.00' VC BV C S : 1 0 5 + 4 0 . 0 0 BV C E : 9 2 2 . 6 5 UTILITIES TO BE SHOWN IN FUTURE SUBMITTALS GENERAL NOTES: 1.PIPE, HYDRANTS, SERVICES, STRUCTURES, AND APPURTENANCES TO BE CONSTRUCTED PER CITY OF ROSEMOUNT SPECIFICATIONS, STANDARD PLATES, DETAILS IN THE CONSTRUCTION DOCUMENTS, AND CEAM STANDARD SPECIFICATIONS. 2.PROVIDE FITTINGS AND ADAPTERS AS NECESSARY TO CONNECT TO EXISTING. 3.ALL WATERMAIN CROSSING SHALL MAINTAIN A MINIMUM OF 18" VERTICAL SEPARATION BETWEEN OUTER PIPES. 4.PROVIDE INSULATION AS NECESSARY PER DETAIL ON SHEET 12. DATE: CHECKED BY: DRAWN BY: DESIGNED BY: PROJECT NO. DRAWING NAME MJK DAT MJK 161157000 Falcon-SAN_WM_P&P.dwg 12/31/2024 MN LIC. NO.DATE: 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. 6082612/31/2024 MICHAEL J. KINNING, P.E. Revisions App.DateNo.SHEET NO. 39 48 CITY OF ROSEMOUNT 151ST STREET AND BLAINE AVENUE ROADWAY IMPROVEMENTS SANITARY SEWER AND WATERMAIN PLAN AND PROFILE BLAINE AVENUE STA. 100+00 TO STA. 106+00 MA T C H L I N E 1 0 6 + 0 0 SE E S H E E T 3 8 MA T C H L I N E 1 0 0 + 0 0 SE E S H E E T 4 0 K: \ T W C _ L D E V \ C a l S p a n \ 3 D e s i g n \ C A D \ P l a n S h e e t s \ O f f - S i t e \ F a l c o n - S A N _ W M _ P & P . d w g D e c e m b e r 2 7 , 2 0 2 4 - 1 0 : 5 7 a m 0 15 30 60 HORIZONTAL SCALE IN FEET 0 5 10 20 VERTICAL SCALE IN FEET Page 168 of 212 D 106+00 107+00 108+00 109+00 110+00 111+00 112+00 INPLACE R/W INPLACE R/W ℄ BLAINE AVE INPLACE HW ESMT INPLACE HW ESMT PROPOSED IMPROVEMENTS TO ALIGN WITH RECENTLY COMPLETED BLAINE AVENUE RECONSTRUCTION PROP. SSWR FORCEMAIN MA T C H L I N E 1 0 6 + 0 0 MA T C H L I N E 1 1 2 + 0 0 900 910 920 930 940 900 910 920 930 940 107+00 108+00 109+00 110+00 111+00 92 1 . 2 5 92 1 . 4 0 92 0 . 6 9 92 0 . 9 2 92 0 . 1 7 92 0 . 4 9 91 9 . 6 9 92 0 . 0 8 91 9 . 2 8 91 9 . 7 0 91 8 . 8 7 91 9 . 3 6 91 8 . 4 8 91 9 . 0 5 91 8 . 1 1 91 8 . 7 4 91 7 . 7 9 91 8 . 4 3 91 7 . 4 7 91 8 . 1 2 91 7 . 2 1 91 7 . 8 2 91 6 . 9 9 91 7 . 5 1 91 6 . 7 7 91 7 . 2 0 91 6 . 5 5 91 6 . 9 3 91 6 . 3 5 91 6 . 6 8 91 6 . 2 1 91 6 . 4 6 91 6 . 0 6 91 6 . 2 7 91 5 . 9 0 91 6 . 1 1 91 5 . 7 4 91 5 . 9 8 91 5 . 6 2 91 5 . 8 8 91 5 . 5 0 91 5 . 8 1 91 5 . 3 6 91 5 . 7 7 91 5 . 2 3 91 5 . 7 6 91 5 . 2 0 91 5 . 7 8 91 5 . 1 9 91 5 . 8 0 EG (TYP.)FG (TYP.) PROPOSED ℄ BLAINE AVE PROFILE INPLACE ℄ BLAINE AVE PROFILE -1.23% 0.08% PVI STA: 106+40.00 PVI ELEV: 920.40 AD: 1.02% K: 196.07 200.00' VC EV C S : 1 0 7 + 4 0 . 0 0 EV C E : 9 1 9 . 1 7 PVI STA: 110+24.64 PVI ELEV: 915.66 AD: 1.31% K: 210.34 275.00' VC BV C S : 1 0 8 + 8 7 . 1 4 BV C E : 9 1 7 . 3 6 EV C S : 1 1 1 + 6 2 . 1 4 EV C E : 9 1 5 . 7 7 LOW POINT ELEV: 915.76 LOW POINT STA: 111+46.24 UTILITIES TO BE SHOWN IN FUTURE SUBMITTALS GENERAL NOTES: 1.PIPE, HYDRANTS, SERVICES, STRUCTURES, AND APPURTENANCES TO BE CONSTRUCTED PER CITY OF ROSEMOUNT SPECIFICATIONS, STANDARD PLATES, DETAILS IN THE CONSTRUCTION DOCUMENTS, AND CEAM STANDARD SPECIFICATIONS. 2.PROVIDE FITTINGS AND ADAPTERS AS NECESSARY TO CONNECT TO EXISTING. 3.ALL WATERMAIN CROSSING SHALL MAINTAIN A MINIMUM OF 18" VERTICAL SEPARATION BETWEEN OUTER PIPES. 4.PROVIDE INSULATION AS NECESSARY PER DETAIL ON SHEET 12. DATE: CHECKED BY: DRAWN BY: DESIGNED BY: PROJECT NO. DRAWING NAME MJK DAT MJK 161157000 Falcon-SAN_WM_P&P.dwg 12/31/2024 MN LIC. NO.DATE: 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. 6082612/31/2024 MICHAEL J. KINNING, P.E. Revisions App.DateNo.SHEET NO. 40 48 CITY OF ROSEMOUNT 151ST STREET AND BLAINE AVENUE ROADWAY IMPROVEMENTS SANITARY SEWER AND WATERMAIN PLAN AND PROFILE BLAINE AVENUE STA. 106+00 TO STA. 112+00 SE E S H E E T 3 9 MA T C H L I N E 1 0 6 + 0 0 K: \ T W C _ L D E V \ C a l S p a n \ 3 D e s i g n \ C A D \ P l a n S h e e t s \ O f f - S i t e \ F a l c o n - S A N _ W M _ P & P . d w g D e c e m b e r 2 7 , 2 0 2 4 - 1 0 : 5 7 a m MA T C H L I N E 1 1 2 + 0 0 SE E S H E E T 4 1 0 15 30 60 HORIZONTAL SCALE IN FEET 0 5 10 20 VERTICAL SCALE IN FEET Page 169 of 212 MA T C H L I N E 1 1 2 + 0 0 MA T C H L I N E 1 1 8 + 0 0 890 900 910 920 930 890 900 910 920 930 113+00 114+00 115+00 116+00 117+00 91 5 . 1 9 91 5 . 1 9 91 5 . 1 9 91 5 . 1 9 91 5 . 2 1 91 5 . 2 1 91 5 . 4 6 91 5 . 4 6 91 5 . 7 3 91 5 . 7 3 91 5 . 9 8 91 5 . 9 8 91 6 . 2 3 91 6 . 2 3 91 6 . 6 0 91 6 . 6 0 91 7 . 1 2 91 7 . 1 2 91 7 . 5 7 91 7 . 5 7 91 8 . 0 1 91 8 . 0 1 91 8 . 5 9 91 8 . 5 9 91 9 . 2 0 91 9 . 2 0 91 9 . 8 0 91 9 . 8 0 92 0 . 5 3 92 0 . 5 3 92 1 . 3 4 92 1 . 3 4 92 2 . 1 8 92 2 . 1 8 92 3 . 0 4 92 3 . 0 4 92 3 . 8 8 92 3 . 8 8 92 4 . 6 9 92 4 . 6 9 92 5 . 2 5 92 5 . 2 5 92 5 . 8 1 92 5 . 8 1 92 6 . 3 1 92 6 . 3 1 92 6 . 8 4 92 6 . 8 4 92 7 . 3 7 92 7 . 3 7 EG (TYP.)FG (TYP.) INPLACE ℄ BLAINE AVE PROFILE UTILITIES TO BE SHOWN IN FUTURE SUBMITTALS GENERAL NOTES: 1.PIPE, HYDRANTS, SERVICES, STRUCTURES, AND APPURTENANCES TO BE CONSTRUCTED PER CITY OF ROSEMOUNT SPECIFICATIONS, STANDARD PLATES, DETAILS IN THE CONSTRUCTION DOCUMENTS, AND CEAM STANDARD SPECIFICATIONS. 2.PROVIDE FITTINGS AND ADAPTERS AS NECESSARY TO CONNECT TO EXISTING. 3.ALL WATERMAIN CROSSING SHALL MAINTAIN A MINIMUM OF 18" VERTICAL SEPARATION BETWEEN OUTER PIPES. 4.PROVIDE INSULATION AS NECESSARY PER DETAIL ON SHEET 12. 112+00 113+00 114+00 115+00 116+00 117+00 118+00 INPLACE HW ESMT INPLACE HW ESMT INPLACE R/W INPLACE R/W ℄ BLAINE AVE PROP. SSWR PROP. SSWR FORCEMAIN DATE: CHECKED BY: DRAWN BY: DESIGNED BY: PROJECT NO. DRAWING NAME MJK DAT MJK 161157000 Falcon-SAN_WM_P&P.dwg 12/31/2024 MN LIC. NO.DATE: 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. 6082612/31/2024 MICHAEL J. KINNING, P.E. Revisions App.DateNo.SHEET NO. 41 48 CITY OF ROSEMOUNT 151ST STREET AND BLAINE AVENUE ROADWAY IMPROVEMENTS SANITARY SEWER AND WATERMAIN PLAN AND PROFILE BLAINE AVENUE STA. 112+00 TO STA. 118+00K: \ T W C _ L D E V \ C a l S p a n \ 3 D e s i g n \ C A D \ P l a n S h e e t s \ O f f - S i t e \ F a l c o n - S A N _ W M _ P & P . d w g D e c e m b e r 2 7 , 2 0 2 4 - 1 0 : 5 7 a m SE E S H E E T 4 0 MA T C H L I N E 1 1 2 + 0 0 MA T C H L I N E 1 1 8 + 0 0 SE E S H E E T 4 2 0 15 30 60 HORIZONTAL SCALE IN FEET 0 5 10 20 VERTICAL SCALE IN FEET Page 170 of 212 MA T C H L I N E 1 1 8 + 0 0 MA T C H L I N E 1 2 4 + 0 0 900 910 920 930 940 900 910 920 930 940 119+00 120+00 121+00 122+00 123+00 92 7 . 3 7 92 7 . 3 7 92 7 . 9 5 92 7 . 9 5 92 8 . 5 1 92 8 . 5 1 92 9 . 1 2 92 9 . 1 2 92 9 . 6 7 92 9 . 6 7 93 0 . 2 0 93 0 . 2 0 93 0 . 7 6 93 0 . 7 6 93 1 . 2 8 93 1 . 2 8 93 1 . 8 1 93 1 . 8 1 93 2 . 3 5 93 2 . 3 5 93 2 . 7 1 93 2 . 7 1 93 3 . 0 8 93 3 . 0 8 93 3 . 5 2 93 3 . 5 2 93 3 . 9 2 93 3 . 9 2 93 4 . 2 5 93 4 . 2 5 93 4 . 6 5 93 4 . 6 5 93 5 . 1 0 93 5 . 1 0 93 5 . 7 3 93 5 . 7 3 93 6 . 2 0 93 6 . 2 0 93 6 . 5 0 93 6 . 5 0 93 6 . 6 2 93 6 . 6 2 93 6 . 6 0 93 6 . 6 0 93 6 . 4 2 93 6 . 4 2 93 6 . 6 7 93 6 . 6 7 93 6 . 6 7 93 6 . 6 7 EG (TYP.)FG (TYP.) INPLACE ℄ BLAINE AVE PROFILE UTILITIES TO BE SHOWN IN FUTURE SUBMITTALS GENERAL NOTES: 1.PIPE, HYDRANTS, SERVICES, STRUCTURES, AND APPURTENANCES TO BE CONSTRUCTED PER CITY OF ROSEMOUNT SPECIFICATIONS, STANDARD PLATES, DETAILS IN THE CONSTRUCTION DOCUMENTS, AND CEAM STANDARD SPECIFICATIONS. 2.PROVIDE FITTINGS AND ADAPTERS AS NECESSARY TO CONNECT TO EXISTING. 3.ALL WATERMAIN CROSSING SHALL MAINTAIN A MINIMUM OF 18" VERTICAL SEPARATION BETWEEN OUTER PIPES. 4.PROVIDE INSULATION AS NECESSARY PER DETAIL ON SHEET 12. 118+00 119+00 120+00 121+00 122+00 123+00 124+00 INPLACE R/W INPLACE R/W INPLACE HW ESMT INPLACE HW ESMT ℄ BLAINE AVE PROP. SSWR FORCEMAIN PROP. SSWR FORCEMAIN DATE: CHECKED BY: DRAWN BY: DESIGNED BY: PROJECT NO. DRAWING NAME MJK DAT MJK 161157000 Falcon-SAN_WM_P&P.dwg 12/31/2024 MN LIC. NO.DATE: 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. 6082612/31/2024 MICHAEL J. KINNING, P.E. Revisions App.DateNo.SHEET NO. 42 48 CITY OF ROSEMOUNT 151ST STREET AND BLAINE AVENUE ROADWAY IMPROVEMENTS SANITARY SEWER AND WATERMAIN PLAN AND PROFILE BLAINE AVENUE STA. 118+00 TO STA. 124+00K: \ T W C _ L D E V \ C a l S p a n \ 3 D e s i g n \ C A D \ P l a n S h e e t s \ O f f - S i t e \ F a l c o n - S A N _ W M _ P & P . d w g D e c e m b e r 2 7 , 2 0 2 4 - 1 0 : 5 8 a m SE E S H E E T 4 1 MA T C H L I N E 1 1 8 + 0 0 MA T C H L I N E 1 2 4 + 0 0 SE E S H E E T 4 3 0 15 30 60 HORIZONTAL SCALE IN FEET 0 5 10 20 VERTICAL SCALE IN FEET Page 171 of 212 MA T C H L I N E 1 2 4 + 0 0 MA T C H L I N E 1 3 0 + 0 0 900 910 920 930 940 900 910 920 930 940 125+00 126+00 127+00 128+00 129+00 93 6 . 6 7 93 6 . 6 7 93 6 . 4 5 93 6 . 4 5 93 6 . 3 5 93 6 . 3 5 93 6 . 2 6 93 6 . 2 6 93 6 . 2 4 93 6 . 2 4 93 6 . 2 5 93 6 . 2 5 93 6 . 2 5 93 6 . 2 5 93 6 . 5 8 93 6 . 5 8 93 6 . 7 6 93 6 . 7 6 93 6 . 8 3 93 6 . 8 3 93 7 . 2 5 93 7 . 2 5 93 7 . 1 8 93 7 . 1 8 93 6 . 9 2 93 6 . 9 2 93 7 . 5 6 93 7 . 5 6 93 7 . 8 1 93 7 . 8 1 93 7 . 8 6 93 7 . 8 6 93 8 . 1 1 93 8 . 1 1 93 8 . 1 2 93 8 . 1 2 93 8 . 2 6 93 8 . 2 6 93 8 . 7 4 93 8 . 7 4 93 9 . 0 0 93 9 . 0 0 93 9 . 2 8 93 9 . 2 8 93 9 . 6 4 93 9 . 6 4 94 0 . 0 9 94 0 . 0 9 94 0 . 3 6 94 0 . 3 6 EG (TYP.)FG (TYP.) INPLACE ℄ BLAINE AVE PROFILE UTILITIES TO BE SHOWN IN FUTURE SUBMITTALS GENERAL NOTES: 1.PIPE, HYDRANTS, SERVICES, STRUCTURES, AND APPURTENANCES TO BE CONSTRUCTED PER CITY OF ROSEMOUNT SPECIFICATIONS, STANDARD PLATES, DETAILS IN THE CONSTRUCTION DOCUMENTS, AND CEAM STANDARD SPECIFICATIONS. 2.PROVIDE FITTINGS AND ADAPTERS AS NECESSARY TO CONNECT TO EXISTING. 3.ALL WATERMAIN CROSSING SHALL MAINTAIN A MINIMUM OF 18" VERTICAL SEPARATION BETWEEN OUTER PIPES. 4.PROVIDE INSULATION AS NECESSARY PER DETAIL ON SHEET 12. 124+00 125+00 126+00 127+00 128+00 129+00 130+00 INPLACE HW ESMT INPLACE HW ESMT INPLACE R/W INPLACE R/W ℄ BLAINE AVE PROP. SSWR FORCEMAIN DATE: CHECKED BY: DRAWN BY: DESIGNED BY: PROJECT NO. DRAWING NAME MJK DAT MJK 161157000 Falcon-SAN_WM_P&P.dwg 12/31/2024 MN LIC. NO.DATE: 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. 6082612/31/2024 MICHAEL J. KINNING, P.E. Revisions App.DateNo.SHEET NO. 43 48 CITY OF ROSEMOUNT 151ST STREET AND BLAINE AVENUE ROADWAY IMPROVEMENTS SANITARY SEWER AND WATERMAIN PLAN AND PROFILE BLAINE AVENUE STA. 124+00 TO STA. 130+00K: \ T W C _ L D E V \ C a l S p a n \ 3 D e s i g n \ C A D \ P l a n S h e e t s \ O f f - S i t e \ F a l c o n - S A N _ W M _ P & P . d w g D e c e m b e r 2 7 , 2 0 2 4 - 1 0 : 5 8 a m SE E S H E E T 4 2 MA T C H L I N E 1 2 4 + 0 0 MA T C H L I N E 1 3 0 + 0 0 SE E S H E E T 4 4 0 15 30 60 HORIZONTAL SCALE IN FEET 0 5 10 20 VERTICAL SCALE IN FEET Page 172 of 212 MA T C H L I N E 1 3 0 + 0 0 910 920 930 940 950 910 920 930 940 950 131+00 132+00 133+00 134+00 94 0 . 3 6 94 0 . 3 6 94 0 . 5 2 94 0 . 5 2 94 0 . 8 8 94 0 . 8 8 94 1 . 1 9 94 1 . 1 9 94 1 . 3 7 94 1 . 3 7 94 1 . 6 6 94 1 . 6 6 94 2 . 0 7 94 2 . 0 7 94 2 . 4 4 94 2 . 4 4 94 2 . 8 4 94 2 . 8 4 94 3 . 2 5 94 3 . 2 5 94 3 . 6 7 94 3 . 6 7 94 4 . 2 5 94 4 . 2 5 94 4 . 8 4 94 4 . 8 4 94 5 . 3 7 94 5 . 3 7 94 5 . 9 3 94 5 . 9 3 94 6 . 5 8 94 6 . 5 8 94 6 . 9 9 94 6 . 9 9 94 7 . 6 3 94 7 . 6 3 94 8 . 1 7 94 8 . 1 7 EG (TYP.)FG (TYP.) INPLACE ℄ 152ND ST PROFILE UTILITIES TO BE SHOWN IN FUTURE SUBMITTALS GENERAL NOTES: 1.PIPE, HYDRANTS, SERVICES, STRUCTURES, AND APPURTENANCES TO BE CONSTRUCTED PER CITY OF ROSEMOUNT SPECIFICATIONS, STANDARD PLATES, DETAILS IN THE CONSTRUCTION DOCUMENTS, AND CEAM STANDARD SPECIFICATIONS. 2.PROVIDE FITTINGS AND ADAPTERS AS NECESSARY TO CONNECT TO EXISTING. 3.ALL WATERMAIN CROSSING SHALL MAINTAIN A MINIMUM OF 18" VERTICAL SEPARATION BETWEEN OUTER PIPES. 4.PROVIDE INSULATION AS NECESSARY PER DETAIL ON SHEET 12. S S 130+00 131+00 132+00 133+00 134+00 134+50 INPLACE R/W INPLACE R/W INPLACE HW ESMT ℄ BLAINE AVE END CONSTRUCTION BLAINE AVE STA. 133+93.22 CONNECT TO EXISTING MCES INTERCEPTOR WITH PROPOSED MH PROP. SSWR FORCEMAIN PROP. GRAVITY SSWR DATE: CHECKED BY: DRAWN BY: DESIGNED BY: PROJECT NO. DRAWING NAME MJK DAT MJK 161157000 Falcon-SAN_WM_P&P.dwg 12/31/2024 MN LIC. NO.DATE: 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. 6082612/31/2024 MICHAEL J. KINNING, P.E. Revisions App.DateNo.SHEET NO. 44 48 CITY OF ROSEMOUNT 151ST STREET AND BLAINE AVENUE ROADWAY IMPROVEMENTS SANITARY SEWER AND WATERMAIN PLAN AND PROFILE BLAINE AVENUE STA. 130+00 TO STA. 133+93K: \ T W C _ L D E V \ C a l S p a n \ 3 D e s i g n \ C A D \ P l a n S h e e t s \ O f f - S i t e \ F a l c o n - S A N _ W M _ P & P . d w g D e c e m b e r 2 7 , 2 0 2 4 - 1 0 : 5 8 a m SE E S H E E T 4 3 MA T C H L I N E 1 3 0 + 0 0 0 15 30 60 HORIZONTAL SCALE IN FEET 0 5 10 20 VERTICAL SCALE IN FEET Page 173 of 212 SS 50+00 51+00 52+00 53+00 54+00 8" WM PLUG/CAP & THRUST BLOCK STA. 50+10.97 12.00' RT PROP. SSWR GRAVITY MAIN EXIST. ROW PROP. R/W SSWR PLUG/CAP & THRUST BLOCK STA. 50+10.97 0.00' HYDRANT STA. 53+71.82 25.67' RT 6" GATE VALVE & BOX STA. 53+71.82 25.67' RT 8" X 6" TEE STA. 53+71.82 25.67' RT MA T C H L I N E 6 0 + 0 0 900 910 920 930 940 900 910 920 930 940 55+00 56+00 57+00 58+00 59+00 92 2 . 9 5 92 5 . 4 4 92 2 . 8 6 92 5 . 4 9 92 4 . 3 1 92 5 . 6 0 92 5 . 3 7 92 5 . 7 3 92 5 . 7 4 92 5 . 8 5 92 6 . 0 2 92 5 . 9 8 92 5 . 5 4 92 6 . 1 0 92 5 . 0 7 92 6 . 2 3 92 4 . 9 3 92 6 . 3 5 92 4 . 7 4 92 6 . 4 8 92 4 . 7 1 92 6 . 6 0 92 4 . 7 2 92 6 . 7 3 92 4 . 9 0 92 6 . 8 5 92 4 . 9 9 92 6 . 9 8 92 5 . 0 1 92 7 . 1 0 92 4 . 9 4 92 7 . 2 3 92 4 . 8 5 92 7 . 3 5 92 4 . 6 4 92 7 . 4 8 92 4 . 5 6 92 7 . 6 0 92 4 . 6 5 92 7 . 7 3 92 4 . 7 9 92 7 . 8 5 92 5 . 0 8 92 7 . 9 8 92 5 . 1 6 92 8 . 1 0 92 5 . 2 2 92 8 . 2 3 92 5 . 2 9 92 8 . 3 5 EG (TYP.)FG (TYP.) PROPOSED ℄ 152ND ST PROFILE INPLACE ℄ 152ND ST PROFILE 0.50% PVI STA: 53+60.00 PVI ELEV: 925.15 AD: 1.50% K: 110.00 165.00' VC EV C S : 5 4 + 4 2 . 5 0 EV C E : 9 2 5 . 5 7 UTILITIES TO BE SHOWN IN FUTURE SUBMITTALS GENERAL NOTES: 1.PIPE, HYDRANTS, SERVICES, STRUCTURES, AND APPURTENANCES TO BE CONSTRUCTED PER CITY OF ROSEMOUNT SPECIFICATIONS, STANDARD PLATES, DETAILS IN THE CONSTRUCTION DOCUMENTS, AND CEAM STANDARD SPECIFICATIONS. 2.PROVIDE FITTINGS AND ADAPTERS AS NECESSARY TO CONNECT TO EXISTING. 3.ALL WATERMAIN CROSSING SHALL MAINTAIN A MINIMUM OF 18" VERTICAL SEPARATION BETWEEN OUTER PIPES. 4.PROVIDE INSULATION AS NECESSARY PER DETAIL ON SHEET 12. DATE: CHECKED BY: DRAWN BY: DESIGNED BY: PROJECT NO. DRAWING NAME MJK MJK MJK 161157000 Falcon-SAN_WM_P&P.dwg 12/31/2024 MN LIC. NO.DATE: 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. 6082612/31/2024 MICHAEL J. KINNING, P.E. SHEET NO. 45 48 CITY OF ROSEMOUNT 151ST STREET AND BLAINE AVENUE ROADWAY IMPROVEMENTS SANITARY SEWER AND WATERMAIN PLAN AND PROFILE 151ST ST STA. 50+00 TO STA. 54+00 Revisions App.DateNo. 4 5/21/24 PLAN REVISION NO. 4 MJK K: \ T W C _ L D E V \ C a l S p a n \ 3 D e s i g n \ C A D \ P l a n S h e e t s \ O f f - S i t e \ F a l c o n - S A N _ W M _ P & P . d w g D e c e m b e r 2 7 , 2 0 2 4 - 1 0 : 5 8 a m MA T C H L I N E 5 4 + 0 0 SE E S H E E T 4 7 0 15 30 60 HORIZONTAL SCALE IN FEET 0 5 10 20 VERTICAL SCALE IN FEET Page 174 of 212 POND 1P SSS 54+00 55+00 56+00 57+00 58+00 59+00 60+00 ℄ 152ND ST EXIST. ROW PROP. R/W HYDRANT STA. 56+72.35 25.67' RT HYDRANT STA. 59+22.10 25.67' RT SEE ONSITE PLANS FOR DETAILS 6" GATE VALVE & BOX STA. 56+72.35 23.17' RT 6" GATE VALVE & BOX STA. 59+22.10 23.08' RT 8" X 6" TEE STA. 56+72.35 10.00' RT 8" X 6" TEE STA. 59+22.10 10.00' RT PROP. SSWR. GRAVITY MAIN MA T C H L I N E 6 0 + 0 0 900 910 920 930 940 900 910 920 930 940 55+00 56+00 57+00 58+00 59+00 92 2 . 9 5 92 5 . 4 4 92 2 . 8 6 92 5 . 4 9 92 4 . 3 1 92 5 . 6 0 92 5 . 3 7 92 5 . 7 3 92 5 . 7 4 92 5 . 8 5 92 6 . 0 2 92 5 . 9 8 92 5 . 5 4 92 6 . 1 0 92 5 . 0 7 92 6 . 2 3 92 4 . 9 3 92 6 . 3 5 92 4 . 7 4 92 6 . 4 8 92 4 . 7 1 92 6 . 6 0 92 4 . 7 2 92 6 . 7 3 92 4 . 9 0 92 6 . 8 5 92 4 . 9 9 92 6 . 9 8 92 5 . 0 1 92 7 . 1 0 92 4 . 9 4 92 7 . 2 3 92 4 . 8 5 92 7 . 3 5 92 4 . 6 4 92 7 . 4 8 92 4 . 5 6 92 7 . 6 0 92 4 . 6 5 92 7 . 7 3 92 4 . 7 9 92 7 . 8 5 92 5 . 0 8 92 7 . 9 8 92 5 . 1 6 92 8 . 1 0 92 5 . 2 2 92 8 . 2 3 92 5 . 2 9 92 8 . 3 5 EG (TYP.)FG (TYP.) PROPOSED ℄ 152ND ST PROFILE INPLACE ℄ 152ND ST PROFILE 0.50% PVI STA: 53+60.00 PVI ELEV: 925.15 AD: 1.50% K: 110.00 165.00' VC EV C S : 5 4 + 4 2 . 5 0 EV C E : 9 2 5 . 5 7 UTILITIES TO BE SHOWN IN FUTURE SUBMITTALS GENERAL NOTES: 1.PIPE, HYDRANTS, SERVICES, STRUCTURES, AND APPURTENANCES TO BE CONSTRUCTED PER CITY OF ROSEMOUNT SPECIFICATIONS, STANDARD PLATES, DETAILS IN THE CONSTRUCTION DOCUMENTS, AND CEAM STANDARD SPECIFICATIONS. 2.PROVIDE FITTINGS AND ADAPTERS AS NECESSARY TO CONNECT TO EXISTING. 3.ALL WATERMAIN CROSSING SHALL MAINTAIN A MINIMUM OF 18" VERTICAL SEPARATION BETWEEN OUTER PIPES. 4.PROVIDE INSULATION AS NECESSARY PER DETAIL ON SHEET 12. DATE: CHECKED BY: DRAWN BY: DESIGNED BY: PROJECT NO. DRAWING NAME MJK DAT MJK 161157000 Falcon-SAN_WM_P&P.dwg 12/31/2024 MN LIC. NO.DATE: 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. 6082612/31/2024 MICHAEL J. KINNING, P.E. SHEET NO. 46 48 CITY OF ROSEMOUNT 151ST STREET AND BLAINE AVENUE ROADWAY IMPROVEMENTS SANITARY SEWER AND WATERMAIN PLAN AND PROFILE 151ST ST STA. 55+53 TO STA. 60+00 Revisions App.DateNo. 4 5/21/24 PLAN REVISION NO. 4 MJK K: \ T W C _ L D E V \ C a l S p a n \ 3 D e s i g n \ C A D \ P l a n S h e e t s \ O f f - S i t e \ F a l c o n - S A N _ W M _ P & P . d w g D e c e m b e r 2 7 , 2 0 2 4 - 1 0 : 5 8 a m MA T C H L I N E 6 0 + 0 0 SE E S H E E T 4 7 0 15 30 60 HORIZONTAL SCALE IN FEET 0 5 10 20 VERTICAL SCALE IN FEET Page 175 of 212 POND 4P S S S S 60+00 61+00 62+00 63+0 0 6 4 + 0 0 6 5 + 0 0 6 6 + 0 0 ℄ 152ND ST PROP. R/W PROP. R/W PROP. R/W SEE ONSITE PLANS FOR DETAILS HYDRANT STA. 62+22.85 25.67' RT HYDRANT STA. 65+56.86 25.67' RT 6" GATE VALVE & BOX STA. 62+23.30 23.17' RT 6" GATE VALVE & BOX STA. 65+56.78 23.17' RT 8" X 6" TEE STA. 62+25.19 12.33' RT 8" X 6" TEE STA. 65+56.25 7.78' RT 22.5-DEG BEND STA. 62+65.78 7.92' RT 11.25-DEG BEND STA. 63+71.00 10.29' RT 11.25-DEG BEND STA. 64+51.20 10.00' RT EXIST. ROW MA T C H L I N E 6 0 + 0 0 MA T C H L I N E 6 6 + 0 0 910 920 930 940 950 910 920 930 940 950 61+00 62+00 63+00 64+00 65+00 92 5 . 2 9 92 8 . 3 5 92 5 . 2 7 92 8 . 4 8 92 5 . 2 1 92 8 . 6 0 92 5 . 4 3 92 8 . 7 3 92 5 . 4 8 92 8 . 8 5 92 4 . 9 9 92 8 . 9 8 92 4 . 9 4 92 9 . 1 0 92 4 . 9 9 92 9 . 2 3 92 5 . 1 2 92 9 . 3 5 92 5 . 1 1 92 9 . 4 8 92 5 . 2 9 92 9 . 6 0 92 5 . 8 9 92 9 . 7 3 92 7 . 2 7 92 9 . 8 5 92 8 . 1 2 92 9 . 9 8 92 7 . 6 4 93 0 . 1 0 92 8 . 7 0 93 0 . 2 3 93 0 . 6 9 93 0 . 3 5 93 1 . 0 2 93 0 . 4 8 93 1 . 1 8 93 0 . 6 0 93 1 . 3 9 93 0 . 7 3 93 1 . 5 8 93 0 . 8 2 93 1 . 6 0 93 0 . 8 8 93 1 . 5 4 93 0 . 9 0 93 1 . 4 9 93 0 . 8 8 93 1 . 3 3 93 0 . 8 2 EG (TYP.)FG (TYP.) PROPOSED ℄ 152ND ST PROFILE INPLACE ℄ 152ND ST PROFILE 0.50% PVI STA: 65+50.00 PVI ELEV: 931.10 AD: 1.00% K: 165.00 165.00' VC BV C S : 6 4 + 6 7 . 5 0 BV C E : 9 3 0 . 6 9 HIGH POINT ELEV: 930.90 HIGH POINT STA: 65+50.00 UTILITIES TO BE SHOWN IN FUTURE SUBMITTALS GENERAL NOTES: 1.PIPE, HYDRANTS, SERVICES, STRUCTURES, AND APPURTENANCES TO BE CONSTRUCTED PER CITY OF ROSEMOUNT SPECIFICATIONS, STANDARD PLATES, DETAILS IN THE CONSTRUCTION DOCUMENTS, AND CEAM STANDARD SPECIFICATIONS. 2.PROVIDE FITTINGS AND ADAPTERS AS NECESSARY TO CONNECT TO EXISTING. 3.ALL WATERMAIN CROSSING SHALL MAINTAIN A MINIMUM OF 18" VERTICAL SEPARATION BETWEEN OUTER PIPES. 4.PROVIDE INSULATION AS NECESSARY PER DETAIL ON SHEET 12. DATE: CHECKED BY: DRAWN BY: DESIGNED BY: PROJECT NO. DRAWING NAME MJK DAT MJK 161157000 Falcon-SAN_WM_P&P.dwg 12/31/2024 MN LIC. NO.DATE: 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. 6082612/31/2024 MICHAEL J. KINNING, P.E. SHEET NO. 47 48 CITY OF ROSEMOUNT 151ST STREET AND BLAINE AVENUE ROADWAY IMPROVEMENTS SANITARY SEWER AND WATERMAIN PLAN AND PROFILE 151ST ST STA. 60+00 TO STA. 66+00 Revisions App.DateNo. 4 5/21/24 PLAN REVISION NO. 4 MJK K: \ T W C _ L D E V \ C a l S p a n \ 3 D e s i g n \ C A D \ P l a n S h e e t s \ O f f - S i t e \ F a l c o n - S A N _ W M _ P & P . d w g D e c e m b e r 2 7 , 2 0 2 4 - 1 0 : 5 9 a m MA T C H L I N E 6 6 + 0 0 SE E S H E E T 4 8 SE E S H E E T 4 6 MA T C H L I N E 6 0 + 0 0 0 15 30 60 HORIZONTAL SCALE IN FEET 0 5 10 20 VERTICAL SCALE IN FEET Page 176 of 212 SS S S S 6 5 + 0 0 6 6 + 0 0 67 + 0 0 68+00 69+00 70+00 71+00 71+69 10 2 + 0 0 10 3 + 0 0 10 4 + 0 0 ℄ 152ND ST ℄ BLAINE AVE PROP. R/W PROP. R/W END CONSTRUCTION 152ND ST STA. 71+69.37 HYDRANT STA. 68+44.41 25.67' RT PR O P . S S W R 6" GATE VALVE & BOX STA. 68+44.41 10.00' RT 8" X 6" TEE STA. 68+44.41 10.00' RT 11.25-DEG BEND STA. 66+85.18 10.29' RT 11.25-DEG BEND STA. 67+62.75 10.00' RT MA T C H L I N E 6 6 + 0 0 910 920 930 940 950 910 920 930 940 950 67+00 68+00 69+00 70+00 71+00 93 1 . 3 3 93 0 . 8 2 93 1 . 1 5 93 0 . 7 3 93 0 . 9 5 93 0 . 6 0 93 0 . 7 2 93 0 . 4 8 93 0 . 9 7 93 0 . 3 5 93 1 . 2 0 93 0 . 2 3 93 1 . 4 3 93 0 . 1 0 93 1 . 5 1 92 9 . 9 8 93 1 . 5 7 92 9 . 8 5 93 1 . 5 2 92 9 . 7 3 93 1 . 1 7 92 9 . 6 0 93 0 . 9 1 92 9 . 4 8 93 0 . 6 8 92 9 . 3 5 93 0 . 8 4 92 9 . 2 3 93 1 . 2 6 92 9 . 1 0 93 1 . 6 3 92 8 . 9 8 93 1 . 5 2 92 8 . 8 5 93 1 . 2 6 92 8 . 7 3 93 0 . 9 1 92 8 . 6 0 93 0 . 3 5 92 8 . 4 8 92 9 . 9 7 92 8 . 3 5 92 9 . 2 6 92 8 . 2 3 92 7 . 2 2 92 8 . 2 3 EG (TYP.)FG (TYP.) PROPOSED ℄ 152ND ST PROFILE INPLACE ℄ 152ND ST PROFILE 2.00% -0.50% PV I : 7 1 + 4 4 . 8 7 EL : 9 2 8 . 1 3 0 PV I : 7 1 + 6 9 . 3 7 EL : 9 2 8 . 6 2 0 PVI STA: 65+50.00 PVI ELEV: 931.10 AD: 1.00% K: 165.00 165.00' VC EV C S : 6 6 + 3 2 . 5 0 EV C E : 9 3 0 . 6 9 UTILITIES TO BE SHOWN IN FUTURE SUBMITTALS GENERAL NOTES: 1.PIPE, HYDRANTS, SERVICES, STRUCTURES, AND APPURTENANCES TO BE CONSTRUCTED PER CITY OF ROSEMOUNT SPECIFICATIONS, STANDARD PLATES, DETAILS IN THE CONSTRUCTION DOCUMENTS, AND CEAM STANDARD SPECIFICATIONS. 2.PROVIDE FITTINGS AND ADAPTERS AS NECESSARY TO CONNECT TO EXISTING. 3.ALL WATERMAIN CROSSING SHALL MAINTAIN A MINIMUM OF 18" VERTICAL SEPARATION BETWEEN OUTER PIPES. 4.PROVIDE INSULATION AS NECESSARY PER DETAIL ON SHEET 12. DATE: CHECKED BY: DRAWN BY: DESIGNED BY: PROJECT NO. DRAWING NAME MJK DAT MJK 161157000 Falcon-SAN_WM_P&P.dwg 12/31/2024 MN LIC. NO.DATE: 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. 6082612/31/2024 MICHAEL J. KINNING, P.E. SHEET NO. 48 48 CITY OF ROSEMOUNT 151ST STREET AND BLAINE AVENUE ROADWAY IMPROVEMENTS SANITARY SEWER AND WATERMAIN PLAN AND PROFILE 151ST ST STA. 66+00 TO STA. 71+69 Revisions App.DateNo. 4 5/21/24 PLAN REVISION NO. 4 MJK K: \ T W C _ L D E V \ C a l S p a n \ 3 D e s i g n \ C A D \ P l a n S h e e t s \ O f f - S i t e \ F a l c o n - S A N _ W M _ P & P . d w g D e c e m b e r 2 7 , 2 0 2 4 - 1 0 : 5 9 a m SE E S H E E T 4 7 MA T C H L I N E 6 6 + 0 0 0 15 30 60 HORIZONTAL SCALE IN FEET 0 5 10 20 VERTICAL SCALE IN FEET Page 177 of 212 M E M O R A N D U M To: Adam Kienberger, Community Development Director Anthony Nemcek, Senior Planner Julia Hogan, Planner From: Dan Schultz, Parks and Recreation Director Date: January 21, 2025 Subject: Project Falcon The Parks and Recreation Department recently reviewed the plans for the Akron Ridge Development and has the following comments: Local Trails and Sidewalks The public trail shown on the east side of the property works toward the City’s goal of having a well-connected community. Staff does recommend that the 8-foot-wide trail shown on the plans be installed by the developer as part of this development. Parks Dedication Because the City is not looking to acquire parkland in this development, the parks dedication for this development would be cash in-lieu of land. The cash dedication for 60.7 acres @ $8,500 per acre would be $515,950. Please let know if you have any questions about this memo. Page 178 of 212 7 0 1 X E N I A A V E N U E S | S U I T E 3 0 0 | M I N N E A P O L I S , M N | 5 5 4 1 6 | 7 6 3 . 5 4 1 . 4 8 0 0 | W S B E N G . C O M Memorandum To: Brian Erickson, City Engineer Nick Egger, Director of Public Works Anthony Nemcek, Senior Planner From: Amanda Sachi Bill Alms Henry Meeker Mallori Fitzpatrick Kris Keller Date: January 23, 2025 Re: Project Falcon Engineering Review WSB Project No. 027776-000 We have reviewed the documents for project ‘Falcon’, a proposed research campus located south of future 151st/152nd Street west of Blaine Avenue in the eastern portion of the City provided by Kimley Horn on December 31, 2024. Documents reviewed include: •Project Falcon Site Development Plans, dated 12/27/2024 •Project Falcon Stormwater Report, dated 12/20/2024 •Project Falcon – Draft Traffic Impact Analysis Report, dated 12/2024 •151st Street and Blaine Avenue Roadway Improvements Plans, dated 12/31/2024 Applicant should provide responses to each comment. We offer the following comments below. General Comments: 1. General a. Submit for and provide copies to the City of all required permits from regulatory agencies (MCES, Minnesota Pollution Control Agency, Minnesota Department of Health, NPDES, etc.) b.Future submittals will need to be at City approved scales (maximum 50:1 plan view). Future reviews may include additional comments generated by the increased detail provided by the refined scale. Site Plan Comments: 1. General a.Provide typical pavement sections for all surfaces based on geotechnical information and recommendations for the site. b.Provide turning movements for all emergency, delivery and garbage vehicles. Page 179 of 212 Project Falcon Engineering Review January 23, 2025 Page 2 c.See additional redline comments on Sheet C400 Grading Plan Comments: 1. General a.Provide enlarged grading plans at maximum 1" = 50' scale meeting requirements found in City Engineering Guidelines. b.Provide EOF elevations and routes for all low points in the paved areas and green spaces Utility Comments: 1. General Sanitary sewer and watermain infrastructure for the Project Falcon site was not shown on the provided drawings and the storm sewer information was limited. Future utility submittals will need to meet all requirements found in the City Specifications, Engineering Guidelines, and Standard Detail Plates. Provide assumptions and calculations for sizing proposed sanitary sewer and watermain infrastructure. a.A detailed review of the layout and elevations of the utility piping, including storm sewer, will be conducted with the future submittals. b.Utility stubs are to be coordinated with the design of the 151st Street and Blaine Avenue Roadway Improvements. c.Clarify need for any separate “domestic/potable” and “fire water” water mains with the project 2. 151st Street and Blaine Avenue Project a.Further discussions with the City will need to be had regarding the size and location of the sanitary sewer, the breakdown of gravity main and forcemain in serving this site as well as adjacent areas, and with the location and design of the proposed lift station. b.Show the connection to the existing watermain and status of the existing hydrant installed at the south end with the original Blaine Ave reconstruction project c.Provide existing utility and surface features to all plan sheets to better identify the impact of new construction to existing facilities. d.The 151st Street watermain will need to be 12” to serve the commercial/industrial areas e.Provide a temporary hydrant at the west end of 151st Street f.Provide utility stubs on the south side of 151st Street to best match the location and size requirements of the Project Falcon site Page 180 of 212 Project Falcon Engineering Review January 23, 2025 Page 3 Stormwater Management Comments: 1. General a.A NPDES permit will be required since over an acre of disturbance is proposed. b.Signed plans will be required for final permit approval. c.An operations and maintenance agreement is required to specify parties responsible for specific stormwater maintenance obligations, especially with the mixed on- and offsite BMPs. d.Confirmation will be needed from the Meta site to allow access and reconstruction of the BMP E and G outlet control structures. e.The electronic version of the HydroCAD model is requested to be submitted with future submittals to aid in review. f.Additional comments are likely to be generated due to the lack of detailed grading and storm sewer plans in this submittal. 2. Ponds and Wetlands a.It is recommended that all pretreatment BMPs be consolidated into one contiguous basin rather than scattered across the site. This seems feasible for ponds 1P, 2P,and 3P without major site redesign. b.Applicant to show maintenance access routes to the proposed NURP basins on the plans. The City Engineering guidelines note maintenance access paths should be a minimum width of 10 feet at 8% maximum grade and a maximum 2% cross slope. 3. Emergency Overflow Routes: a.Applicant to show the emergency overflow elevations and locations for all proposed basins and site low points on the plans. 4. Retaining Walls: a.None apparent in plans, but comments may come up with more detailed submittals. 5. Erosion Control: a.Erosion control plans must be included with future submittals. b.A SWPPP narrative will be required with future submittals since the site will disturb over one acre. This narrative must include street sweeping for dust control. c.As the proposed site is greater than 50 acres, erosion control elements will be reviewed by the MPCA and City according to the checklist found at https://www.pca.state.mn.us/sites/default/files/wq-strm2-47.doc. 6. Grading: a.4:1 max slopes appear to be met around the site but will need to be confirmed with more detailed plans. Stormwater Management Plan: 1. General Storm Sewer Design Page 181 of 212 Project Falcon Engineering Review January 23, 2025 Page 4 a. Storm sewer capacity calculations must be provided in future submittals to confirm storm sewer is being sized for the 10-year storm event. b. Spread and run analysis must be provided for the full buildout conditions of Blaine Avenue. i. City standards require a maximum 10-yr flow of 3 cfs to any single inlet. Inlets should be placed so as to minimize flows across intersections. c. Applicant to provide storm sewer profiles for review of routing and utility crossings for any ROW, trunk storm sewer, or publicly maintained systems. d. Storm sewer should be consolidated to reduce the number of outfalls to the maximum extent possible. e. Per City standard details, sheet piling will be required for all flared end sections on pipe diameters 24” and greater. f. Flow velocities into BMPs must be 6 fps or less. 2. Water Quantity a. None currently, but comments may come up with more detailed submittals. 3. Rate/Volume Control a. Use of the Meta site regional BMPs for volume control is appreciated. However, the City’s volume control formula for infiltration area must still be met. The constructed BMPs E and G were designed assuming 0.8 in/hr infiltration, working backwards gives the allowable total inflow areas below. As designed, BMP E has too much contributing drainage area. However, rebalancing the tributary areas could allow the City rule to still be met as the total proposed drainage areas is still less than the total maximum allowable. Infiltration Area (ac) Planned Drainage Area (ac) Max Allowable Drainage Area (ac) Proposed Drainage Area (ac) BMP E 5.90 106.94 113.46 116.17 BMP G 1.45 22.33 27.88 24.69 Combined 7.35 129.27 141.34 140.86 4. Freeboard a. Site EOFs, including low points, will be needed to confirm freeboard. b. If buildings are proposed with subgrade floors, the low floor elevation must be kept with 1’ of freeboard above BMP EOFs and HWLs. 5. Water Quality a. There is a significant excess of dead storage in BMP G of the Meta site, 4.299 ac- ft of pond volume for a total 2.5” event inflow volume of 1.335 ac-ft. Proposed onsite NURP basin 4P may be eliminated if all runoff can be routed via storm sewer to the BMP G dead storage. Untreated stormwater runoff cannot be routed directly to the infiltration surface of BMP G though. 6. Easements Page 182 of 212 Project Falcon Engineering Review January 23, 2025 Page 5 a. Drainage and Utility Easements required over all publicly owned stormwater facilities and access routes. This comment will be reviewed in more detail with future submittals. Transportation Comments: 1. General a. Additional redline comments are on the attached draft Traffic Impact Analysis Report b. Appendices referenced in the report were not included i.Additional review to follow submittal of exhibits and analysis results Page 183 of 212 Traffic Impact Analysis PROJECT FALCON ROSEMOUNT, MINNESOTA DECEMBER 2024 Prepared By: DR A F T Page 184 of 212 TRAFFIC IMPACT ANALYSIS PROJECT FALCON ROSEMOUNT, MINNESOTA REPORT CERTIFICATION I hereby certify that this 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. __________________________ ________ Jacob Rojer, P.E., PTOE Date License No. 56767DR A F T Page 185 of 212 1 Project Falcon │DRAFT Traffic Analysis December 2024 TABLE OF CONTENTS 1. INTRODUCTION .............................................................................................................................. 2 2. ANALYSIS OF EXISTING CONDITIONS ........................................................................................ 4 3. ANALYSIS OF FUTURE BACKGROUND CONDITIONS ............................................................... 7 4. BUILD CONDITIONS ANALYSIS .................................................................................................. 14 5 TURN LANE WARRANT ANALYSIS ............................................................................................. 20 6 CONCLUSION AND RECOMMENDATIONS ................................................................................ 21 7 APPENDIX ..................................................................................................................................... 24 APPENDIX A. EXHIBITS B. TURNING MOVEMENT COUNTS C. SITE LAYOUT EXHIBIT D. SIMTRAFFIC ANALYSIS RESULTS DR A F T Page 186 of 212 Project Falcon │DRAFT Traffic Analysis December 2024 2 1. INTRODUCTION Kimley-Horn and Associates, Inc., (Kimley-Horn) was retained to prepare a traffic impact study for a proposed research center in Rosemount, Minnesota. The site is located on the west side of Blaine Avenue and south of the under-construction data center located at the southwest corner of CSAH 42 & Blaine. The development consists of a campus-style research center which would include approximately 200,000 square feet of space dedicated to research and development in the short-term, expected to increase to 490,000 square feet in the long-term. An aerial view of the study location and surrounding roadway network is presented in Exhibit 1. As part of this study, the existing roadway network was analyzed to determine the current operations at the study intersections. In order to assess the potential impact of the development scenarios on the area roadway network, site-generated trips were established and added to the background traffic volumes. Background traffic volumes included the other major development projects in the vicinity. Future traffic conditions were evaluated for the approximate Opening Year of the proposed development (2029) and a long term “Design Year” (2040). The Design Year was selected as 2040 to align with recent traffic studies conducted in the area and the Dakota County 2040 Transportation Plan. This report presents and documents data collection, summarizes the evaluation of existing and projected future traffic conditions on the surrounding roadways, and identifies recommendations to address the potential impact of site-generated traffic on the adjacent roadway network. 1.1 ANALYSIS METHODOLOGIES Synchro/SimTraffic 12th edition capacity analysis software was used to evaluate existing operational conditions at the study intersections. The capacity of an intersection quantifies its ability to accommodate traffic volumes and is expressed in terms of level of service (LOS), measured in average delay per vehicle. LOS grades range from A to F, with LOS A as the highest (best traffic flow and least delay), LOS E as saturated or at-capacity conditions, and LOS F as the lowest (oversaturated conditions). The LOS grades shown below, which are provided in the Transportation Research Board’s Highway Capacity Manual (HCM), quantify and categorize the driver’s discomfort, frustration, fuel consumption, and travel times experienced as a result of intersection control and the resulting traffic queuing. A detailed description of each LOS rating can be found in Table 1-1. Table 1-1 Level of Service Grading Descriptions Level of Service Description1 A Minimal control delay; traffic operates at primarily free-flow conditions; unimpeded movement within traffic stream. B Minor control delay at signalized intersections; traffic operates at a fairly unimpeded level with slightly restricted movement within traffic stream. C Moderate control delay; movement within traffic stream more restricted than at LOS B; formation of queues contributes to lower average travel speeds. D Considerable control delay that may be substantially increased by small increases in flow; average travel speeds continue to decrease. E High control delay; average travel speed no more than 33 percent of free flow speed. F Extremely high control delay; extensive queuing and high volumes create exceedingly restricted traffic flow. 1Highway Capacity Manual, 7th Edition. DR A F T Page 187 of 212 3 Project Falcon │DRAFT Traffic Analysis December 2024 The range of control delay for each rating (as detailed in the HCM) is shown in Table 1-2. Table 1-2 Level of Service Grading Criteria Level of Service1 Average Control Delay (s/veh) at: Unsignalized Intersections Signalized Intersections A 0 – 10 0 – 10 B > 10 – 15 > 10 – 20 C > 15 – 25 > 20 – 35 D > 25 – 35 > 35 – 55 E > 35 – 50 > 55 – 80 F2 > 50 > 80 1Highway Capacity Manual, 7th Edition 2All movements with a Volume to Capacity (v/c) ratio greater than 1 receive a rating of LOS F. At side-street stop-controlled intersections, overall delay is not reported, and the worst side street delay is reported in its place. The overall delay at side-street stop-controlled intersections can misrepresent the actual level of delay drivers experience since most vehicles on the main road experience zero delay. DR A F T Page 188 of 212 Project Falcon │DRAFT Traffic Analysis December 2024 4 2. ANALYSIS OF EXISTING CONDITIONS Kimley-Horn conducted a review of the study area including existing land uses in the surrounding area, the adjacent street system, current traffic volumes and operating conditions, lane configurations and traffic controls at nearby intersections, and other key roadway characteristics. This section of the report details information on the existing conditions. An aerial view of the existing conditions and lane movements are shown in Exhibit 2. 2.1 AREA LAND USES The land uses of the site and the surrounding area are primarily agricultural, with some arterial commercial located north of the site on a frontage road east of US Highway 52. 2.2 EXISTING ROADWAY CHARACTERISTICS The following provides a description of the roadways within the study area: CSAH 42 (145th Street) is an east-west roadway located north of the proposed development. Within the study area, CSAH 42 is a four-lane, divided roadway with turn lanes provided at most intersections. The 2021 Annual Average Daily Traffic (AADT) is 5,742 vehicles per day (VPD) east of US 52 and 18,317 VPD west of US 52. The speed limit on CSAH 42 is 55 miles per hour (MPH). US Highway 52 (TH 52) is a north-south roadway that is located east of the proposed development. TH 52 is a four-lane divided roadway with interchanges provided at major intersecting roadways. The 2021 AADT is 38,588 VPD north of CSAH 42 and 32,275 VPD south of CSAH 42. The speed limit on TH 52 is 65 MPH. Blaine Avenue (CSAH 71) is a north-south roadway that runs along the eastern boundary of the AUAR development. Blaine Avenue is a two-lane undivided roadway. The 2021 ADT is 5,347 VPD. The speed limit on Blaine Avenue is 50 MPH. Audrey Avenue is a north-south roadway south of the AUAR development. Audrey Avenue is a two-lane undivided roadway. The speed limit on Audrey Avenue is 35 MPH. Akron Avenue (CR 73) is a north-south roadway that is located west of the AUAR development. South of CSAH 42, Akron Avenue is a two-lane undivided roadway with dedicated turn lanes provided at major intersection roadways. North of CSAH 42, Akron Avenue is a two-lane divided roadway with dedicated turn lanes provided at major intersecting roadways. The 2021 ADT, north of CSAH 42, is 2,750 VDT. No speed limit is posted, so a speed limit of 55 MPH was assumed. 140th Street is an east-west roadway east of the AUAR development. 140th Street is a two-lane undivided roadway. The 2019 AADT is 285 VPD east of the site. Connemara Trail is an east-west roadway west of the AUAR development. Connemara Trail is a two-lane undivided with dedicated turn lanes provided at major intersecting roadways. The posted speed limit is 40 PM. West of Akron Avenue, the 2018 AADT is 1,400 VPD. The existing geometry and intersection control for the intersections in the study area that will be included in this analysis are shown in Exhibit 2. DR A F T Page 189 of 212 5 Project Falcon │DRAFT Traffic Analysis December 2024 2.3 PEDESTRIAN AND BICYCLE INFRASTRUCTURE Based on review of the Dakota County 2040 Transportation Plan, a greenway is planned north of CSAH 42 which would cross MN 55 at the intersection with CSAH 42. There is no existing or planned pedestrian or bicycle infrastructure at the proposed development site. 2.4 TRAFFIC COUNT DATA Turning Movement Counts (TMCs) were collected at the study intersections on Thursday, June 2, 2022. For each study intersection as listed below, a 13-hour TMC was collected: CSAH 42 & US Highway 52 Southbound Ramps CSAH 42 & US Highway 52 Northbound Ramps CSAH 42 & Blaine Avenue CSAH 42 & Audrey Avenue CSAH 42 & Akron Avenue The traffic count data indicates that peak hour traffic volumes occur within the study area from 7:00 to 8:00 AM and 4:30 to 5:30 PM on a typical weekday. Traffic volumes were then normalized to the Existing year (2024) by applying the selected growth rates for each respective roadway (see Section 3.2). Existing (2024) peak hour traffic volumes are shown on Exhibit 3. 2.5 EXISTING (2024) CONDITIONS CAPACITY ANALYSIS Existing (2024) conditions capacity analysis was conducted to develop an understanding of the baseline operating conditions currently present at the study area. Existing geometry and intersection control are shown in Exhibit 2, while the existing traffic volumes are shown in Exhibit 3. The results of Existing (2024) conditions capacity analysis are summarized in Table 2-1. Based on the analysis results, the study intersection movements are estimated to currently operate at LOS D or better under Existing (2024) conditions with the exception of a few movements. The northbound left turn at CSAH 42 & US 52 Northbound Ramps which operates at LOS F during the AM peak hour and LOS E during the PM peak hour. The northbound through movement at this intersection operates at LOS F during the PM peak hour, but this movement sees a volume of less than five (5) vehicles per hour during this period. Based on mitigation recommendations for other traffic studies completed in the area, it is anticipated that both ramps will be signalized by the Opening Year (2029) which will help mitigate the existing side street delays. The southbound left and through movements at CSAH 42 & Blaine Avenue operate at LOS E during the PM peak hour, with the northbound through seeing a volume of less than five (5) vehicles per hour. This intersection is planned for signalization in the long-term as the side street delays rise, but the delays under the Existing (2024) conditions do not necessitate any mitigation changes. The queueing results from SimTraffic were reviewed, and all 95th percentile queues remain within their respective storage bays. SimTraffic analysis reports are provided in the appendix. DR A F T Page 190 of 212 Project Falcon │DRAFT Traffic Analysis December 2024 6 Table 2-1 Existing Year (2024) Level of Service Intersection Control Approach Operations by Movement AM Peak Hour PM Peak Hour Left Through Right Overall Left Through Right Overall CSAH 42 & US 52 Northbound Ramps Side Street Stop EB A (7.2) A (0.5) - - (-) A (4.9) A (1.8) - - (-) WB - A (1.3) A (0.3) - A (1.3) A (0.3) NB F (84.2) - A (4.1) E (42.7) F (51.9) A (3.6) SB - - - - - - CSAH 42 & US 52 Southbound Ramps Side Street Stop EB - A (1.0) A (0.0) - (-) - A (0.8) A (0.5) - (-) WB A (6.0) A (1.0) - A (4.5) A (2.3) - NB - - - - - - SB B (13.0) C (16.2) A (4.6) C (21.3) B (10.6) B (10.0) CSAH 42 & Blaine Avenue Side Street Stop EB A (5.1) A (2.7) - - (-) A (7.5) A (4.1) A (2.8) - (-) WB A (5.8) A (1.5) A (1.4) - A (2.6) A (2.8) NB - (-) A (0.0) A (1.7) C (16.0) D (26.4) A (5.0) SB C (16.0) B (14.0) A (4.9) E (38.3) E (41.5) B (13.4) CSAH 42 & Audrey Avenue Side Street Stop EB - A (3.7) A (4.3) - (-) - A (3.0) A (3.5) - (-) WB A (3.9) A (2.1) - A (4.0) A (2.9) - NB C (15.1) - - C (18.0) - A (2.6) SB - - - - - - CSAH 42 & Akron Avenue Signal EB B (16.9) A (5.1) A (1.7) A (7.4) C (20.5) A (4.2) A (0.6) B (11.6) WB - A (8.5) A (3.8) C (25.3) B (14.7) A (7.6) NB B (17.6) C (21.4) A (3.5) C (23.1) C (34.3) A (3.5) SB B (14.1) B (19.0) A (4.0) C (24.2) B (17.4) A (6.3) DR A F T Page 191 of 212 7 Project Falcon │DRAFT Traffic Analysis December 2024 3. ANALYSIS OF FUTURE BACKGROUND CONDITIONS Analysis of the future background conditions was carried out to determine the baseline operating conditions for the Opening Year (2029) and Design Year (2040) of the proposed development. A review of future traffic growth and planned geometric changes for the study roadways was conducted for the analysis. 3.1 FUTURE GEOMETRY Review of the Dakota County 2040 Transportation Plan and other Traffic Impact Studies conducted in the project vicinity indicated that the following changes are expected to occur under future conditions, regardless of the proposed development: Highway 52/42 Interchange realignment: A study will be conducted focusing on Highway 55 traffic traveling to/from Hastings. Options are being explored regarding the realignment of the interchanges between these highways. For the purposes of this analysis, it is assumed that the existing roadway layouts are maintained, and the intersections are instead improved with smaller geometric and control changes. o It is assumed that a permanent signal will be installed at MN 55 & CSAH 42 by Opening Year (2029). o Based on traffic studies conducted for parcels which are currently under development, it is anticipated that both US Highway 52 Ramp intersections along CSAH 42 will be signalized by Opening Year (2029). CSAH 42 & Blaine Avenue: A signal is assumed to be installed in the long-term—this is included in all Design Year (2040) conditions. CSAH 42 & Audrey Avenue: A southbound approach is planned which will connect to Connemara Trail to the north, with Connemara Trail itself planned for an extension to Blaine Avenue. This would include the installation of a signal at the intersection of CSAH 42 & Audrey Avenue. Both the northbound and southbound approaches would be reconstructed with one through lane and turn lanes for each movement. This is included in all Design Year (2040) conditions. The mitigations listed above are included in all future analysis conditions (No-Build and Build). Further analysis along the CSAH 42 and MN 55 corridor will be conducted when determining the final alignment of the highways. 3.2 FUTURE BACKGROUND GROWTH The growth factor for the nearby study roadways was determined by comparing recent AADT data to the 2040 projected AADTs included in the Dakota County 2040 Transportation Plan. Table 3-1 provides the Historical AADTs, Projected AADTs and average growth rate at each location. With a range of growth rates between differing roadways, individual growth rates were used for each study roadway. DR A F T Page 192 of 212 Project Falcon │DRAFT Traffic Analysis December 2024 8 Table 3-1: Roadway AADT Projections and Growth Rates Roadway Segment Projected 2040 Traffic Volume Adjusted Existing Growth Rate AADT Year AADT CSAH 42 West of US 52 17,100 2016 12,900 1.2% East of US 52 12,200 2019 6,100 3.4% US Highway 52 North of CSAH 42 46,100 2022 35,450 1.5% South of CSAH 42 37,200 2022 29,180 1.4% Blaine Avenue North of CSAH 42 1,650 2021 4,800 5.8% Akron Avenue North of CSAH 42 2,500 2019 9,400 6.5% South of CSAH 42 5,400 2019 405 13.1% Based on review of historical AADT trends in the area and consideration the future developments anticipated to occur, the following growth rates were applied to the TMCs: A 1.0% growth rate was applied to the US Highway 52 ramp volumes, per the Rosemount Industrial AUAR. A 1.5% growth rate was applied to CSAH 42 in order to account for other possible developments in the area (per Rosemount Industrial AUAR). This is much lower than the shown growth rates in the table above since the inclusion of background development trips will account for further growth. A 3.5% growth rate was applied to Blaine Avenue and Audrey Avenue. A 6.5% growth rate was applied to Akron Avenue north of CSAH 42 and 13.1% south of CSAH 42. Note that growth rates selected do not align exactly with the growth rate determined by the table above. Knowledge of future developments in the area and the effects that these will have on the future daily traffic volumes was also taken into account so as to present a more precise estimation of the traffic growth. 3.3 FUTURE BACKGROUND DEVELOPMENT Based on the future development plans of nearby projects, there are many developments anticipated to occur along the CSAH 42 corridor in the coming years. The following developments are expected to occur under future background conditions: Project Bigfoot: A data center which is currently under construction directly north of the proposed development (at the southwest corner of CSAH 42 & Blaine Avenue). This is expected to be complete by the studied Opening Year (2029). Rich Valley Golf Course (RVGC) redevelopment: A Fed-Ex distribution center is nearly finished along CSAH 42 east of US Highway 52. A smaller industrial area to the south of the distribution center is also slated for near-term development. The full site development is included in the Opening Year (2029) analysis scenarios. Rosemount Industrial: The site on the northwest corner of CSAH 42 & Blaine Avenue had an AUAR update completed in 2024. Along with this development, Audrey Avenue would see the addition of a north approach connecting to Connemara Trail. This is included in the Design Year (2040) analysis scenarios. An adjustment was made for the Audrey Avenue connection to Connemara Trail under the Design Year (2040) conditions to account for trips rerouting from Akron Avenue to Audrey Avenue when the connection from Connemara Trail to CSAH 42 is completed. DR A F T Page 193 of 212 9 Project Falcon │DRAFT Traffic Analysis December 2024 Connemara Trail Residential: Multiple developments (primarily residential) are expected to occur along Akron Avenue. Many of these developments have already begun construction while others will occur in the future. These developments are accounted for with high growth rates along Akron Avenue and site trips were not added separately from growth. Blaine Avenue Industrial: This development is expected to occur in the long-term and will draw additional trips to Blaine Avenue. It is located at the southeast corner of CSAH 42 & Blaine Avenue and is expected to be an Industrial Park or similar development, but the details of the development are largely unknown at this time. Based on the site’s characteristics and the UMore AUAR assumptions, it is expected could reasonably be developed to provide 1,000,000 square feet of industrial space. Background site trips for this development were included in the Design Year (2040) analysis conditions. Rich Valley East Site: The site directly east of the RVGC development is slated for development in the long-term. Because the timeline and details of this development are not known at this time, this development will not be included for in the future analysis scenarios. The Opening Year (2029) No-Build traffic volumes were calculated by growing the Existing (2024) traffic volumes (Exhibit 3) by the selected growth rates for 5 years to the anticipated opening year of the proposed development (2029) and adding the background traffic for the RVGC and Project Bigfoot developments, as described above. The resultant Opening Year (2029) No-Build traffic volumes are shown in Exhibit 4. The Design Year (2040) No-Build traffic volumes were calculated by growing the Existing (2024) traffic volumes (Exhibit 3) by the selected growth rates for 16 years to the selected Design Year (2040) and adding the background traffic for the RVGC, Project Bigfoot, Rosemount Industrial, and Blaine Avenue Industrial developments, as described above. A small adjustment was also made for the Audrey Avenue connection to Connemara Trail. The adjustment accounts for trips which currently make a southbound left or westbound right turn at Akron Avenue but could save time by turning at Audrey Avenue instead if possible. This predominately applies to trips to or from the new fitness center and residential developments east of Akron Avenue. The resultant Design Year (2040) No-Build traffic volumes are shown in Exhibit 5. 3.4 OPENING YEAR (2029) NO-BUILD CAPACITY ANALYSIS An Opening Year (2029) No-Build Condition analysis was completed to develop an understanding of the baseline operating conditions for the study area in the opening year without the addition of the development traffic. Existing (2024) geometry and intersection control was assumed for the analysis, along with the background changes to intersection control discussed in Section 3.2. The Opening Year (2029) No-Build traffic volumes are shown in Exhibit 4. Results of the Opening Year (2029) No-Build conditions capacity analysis are provided in Table 3-2. Most movements at the study intersections are anticipated to operate at LOS D or better during the AM and PM peak hours, with a few exceptions. The eastbound left turn movement at CSAH 42 & US 52 Northbound Ramps operates at LOS E during the PM peak hour. The eastbound left turn movement is anticipated to be nearing capacity under Opening Year (2029) No-Build conditions, with over 500 left turns. It is expected that this movement will require mitigation in the long-term if the existing diamond interchange configuration is maintained. At the CSAH 42 & US 52 Southbound Ramps intersection, the westbound left is expected to operate at LOS F during the AM Peak hour. This is primarily due to the long cycle length applied for the CSAH 42 corridor and is not expected to pose an issue, with the movement seeing a volume of less than 30 vehicles per hour during the AM peak hour. DR A F T Page 194 of 212 Project Falcon │DRAFT Traffic Analysis December 2024 10 The intersection of CSAH 42 & Blaine Avenue is expected to see poor side street operations during the PM peak hour, with multiple movements on the northbound and south approaches anticipated to operate at LOS F. The southbound left turn movement is expected to see the highest delays at just under 100 seconds per vehicle. The intersection is planned for future signalization, though it is not anticipated that a signal will be done in the short-term. The intersection should be monitored to ensure delays don’t begin to pose a serious issue at the intersection, and a signal should be installed if or when that occurs. Short-term background growth is anticipated to have some impact on the A review of the queueing results indicated that all 95th percentile queues are anticipated to remain within their respective storage bay, except for the eastbound left turns at CSAH 42 & US 52 Northbound Ramps which is expected to see queues reach as far as the southbound ramps intersection. No immediate mitigation is required for this, but dual eastbound left turn lanes are expected to be required in the long- term. The SimTraffic analysis reports are provided in the appendix. Table 3-2: Opening Year (2029) No-Build Level of Service Intersection Control Approach Operations by Movement AM Peak Hour PM Peak Hour Left Through Right Overall Left Through Right Overall CSAH 42 & US 52 Northbound Ramps Signal EB C (29.9) A (4.1) - C (21.5) E (68.6) A (5.9) - D (39.0) WB - C (30.8) B (11.8) - C (28.0) B (13.5) NB D (54.0) - A (6.2) D (45.8) D (39.0) A (6.7) SB - - - - - - CSAH 42 & US 52 Southbound Ramps Signal EB - B (12.1) A (1.2) B (14.0) - B (19.0) A (2.4) B (16.8) WB F (92.8) A (4.3) - D (51.0) B (11.6) - NB - - - - - - SB D (41.0) D (45.8) B (11.5) D (39.5) A (0.0) B (16.3) CSAH 42 & Blaine Avenue Side Street Stop EB A (5.8) A (3.1) A (2.4) - (-) A (8.5) A (4.8) A (2.1) - (-) WB A (5.5) A (2.5) A (2.2) - A (3.3) A (3.2) NB - (-) A (0.0) A (2.3) F (76.3) F (87.4) B (11.6) SB D (33.7) C (19.2) A (9.4) F (99.5) F (56.4) F (69.7) CSAH 42 & Audrey Avenue Side Street Stop EB - A (4.2) A (4.2) - (-) - A (3.8) A (3.3) - (-) WB A (7.8) A (2.6) - A (4.9) A (3.2) - NB B (12.6) - A (3.2) D (25.0) - A (5.6) SB - - - - - - CSAH 42 & Akron Avenue Signal EB C (20.8) A (6.1) A (2.5) A (9.3) C (25.2) A (5.2) A (1.8) B (14.3) WB - B (10.5) A (5.1) B (19.3) B (17.3) A (8.3) NB C (21.3) C (25.0) A (5.5) C (26.8) D (38.5) A (4.7) SB B (17.1) B (19.9) A (4.8) C (29.6) C (21.6) A (9.3) 3.5 DESIGN YEAR (2040) NO-BUILD CAPACITY ANALYSIS The Design Year (2040) No-Build Condition analysis was completed to develop an understanding of the baseline operating conditions for the study area in the long-term without the addition of the development DR A F T Page 195 of 212 11 Project Falcon │DRAFT Traffic Analysis December 2024 traffic. Existing (2024) geometry and intersection control was assumed for the analysis, along with the background changes to intersection control discussed in Section 3.2. The Design Year (2040) No-Build Traffic Volumes are shown in Exhibit 5. Results of the Design Year (2040) No-Build capacity analysis is included below in Table 3-3. Under Design Year (2040) No-Build conditions, the study intersections are expected to see significantly higher levels of delay due to background growth and development. Some mitigation measures will be required, with numerous movements expected to operate at LOS E or F. At CSAH 42 & US 52 Southbound Ramps, the southbound right turn is over capacity during the AM and PM peak hours, operating at LOS F during each. An additional southbound right turn lane will be required in order to mitigate this issue. At CSAH 42 & US 52 Northbound Ramps, the eastbound left turn movement is significantly above capacity, and the resultant queues extend through the CSAH 42 & US 52 Southbound Ramps intersection and well beyond. Installation of an additional eastbound left turn lane will likely be necessary under the Design Year (2040) No-Build conditions. At CSAH 42 & Blaine Avenue and CSAH 42 & Audrey Avenue, a traffic control change will likely be required to alleviate the side street delays. The SimTraffic Queueing results were reviewed, and the following 95th percentile queues are expected to exceed their storage bays: Eastbound left at CSAH 42 & US 52 Northbound Ramps Southbound Right at CSAH 42 & US 52 Southbound Ramps DR A F T Page 196 of 212 Project Falcon │DRAFT Traffic Analysis December 2024 12 Table 3-3 Design Year (2040) No-Build Level of Service Intersection Control Approach Operations by Movement AM Peak Hour PM Peak Hour Left Through Right Overall Left Through Right Overall CSAH 42 & US 52 Northbound Ramps Signal EB D (42.8) A (3.3) - C (31.3) E (63.9) A (5.7) - D (43.2) WB - C (34.3) B (18.7) - D (35.2) B (19.6) NB E (59.7) - A (7.1) D (50.3) E (75.7) A (6.6) SB - - - - - - CSAH 42 & US 52 Southbound Ramps Signal EB - C (21.9) A (1.2) D (48.8) - F (96.1) A (7.1) E (68.3) WB F (88.5) A (4.4) - F (86.5) A (8.0) - NB - - - - - - SB F (88.8) F (100+) F (100+) E (62.6) E (74.6) F (83.3) CSAH 42 & Blaine Avenue Side Street Stop Control EB F (50.0) D (26.0) B (11.8) - (-) F (83.6) F (70.2) E (35.0) - (-) WB F (100+) D (34.0) B (10.9) F (70.8) B (14.3) A (6.4) NB - (-) E (38.0) B (10.2) F (80.3) F (90.3) F (97.1) SB E (47.2) E (42.6) B (10.3) F (55.8) E (44.4) B (14.5) CSAH 42 & Audrey Avenue Side Street Stop Control EB - B (13.8) A (8.2) - (-) - A (9.6) A (5.7) - (-) WB F (77.1) C (17.8) - F (78.6) B (13.5) - NB E (42.1) - A (4.0) E (44.5) - A (9.6) SB - - - - - - CSAH 42 & Akron Avenue Signal EB C (31.2) B (11.0) A (3.4) B (17.9) D (44.4) B (12.7) A (2.5) C (31.1) WB - B (16.2) A (9.3) D (53.9) D (42.9) B (17.5) NB C (30.6) D (41.4) A (9.6) D (44.9) E (55.1) A (6.7) SB D (42.3) C (25.8) B (10.4) D (39.2) D (41.3) C (21.0) 3.6 DESIGN YEAR (2040) NO-BUILD MITIGATED CAPACITY ANALYSIS A Design Year (2040) No-Build Mitigated conditions capacity analysis was conducted to determine the anticipated long-term background operating conditions with the installation of necessary capacity improvements. In addition to the improvements discussed in Section 3.5, the following mitigation measures were included in this analysis: Install an additional eastbound left turn lane at CSAH 42 & US Highway 52 Northbound Ramps Install an additional southbound right turn lane at CSAH 42 & US Highway 52 Southbound Ramps The Design Year (2040) No-Build conditions traffic volumes are shown in Exhibit 5. Results of the Design Year (2040) capacity analysis are shown below in Table 3-4. With the mitigations implemented, the overall operations are anticipated to improve significantly. Some side street movements and left turn movements along CSAH 42 continue to operate at LOS E or LOS F, but the overall operations are acceptable for all intersections and none of the movements operating below LOS D are expected to pose a significant issue. The traffic operations are acceptable with the mitigations listed above. DR A F T Page 197 of 212 13 Project Falcon │DRAFT Traffic Analysis December 2024 Table 3-4 Design Year (2040) No-Build Mitigated Level of Service Intersection Control Approach Operations by Movement AM Peak Hour PM Peak Hour Left Through Right Overall Left Through Right Overall CSAH 42 & US 52 Northbound Ramps Signal EB B (19.8) A (2.9) - C (22.3) B (16.0) A (4.1) - B (19.5) WB - D (35.1) A (9.9) - D (36.2) B (16.4) NB E (64.0) - A (7.8) D (49.6) F (92.6) A (6.5) SB - - - - - - CSAH 42 & US 52 Southbound Ramps Signal EB - A (7.7) A (0.7) B (16.2) - C (26.7) A (3.0) C (20.6) WB F (86.7) A (4.8) - F (86.1) A (8.0) - NB - - - - - - SB D (42.8) D (52.3) C (25.7) D (36.9) A (0.0) B (19.2) CSAH 42 & Blaine Avenue Signal EB D (54.2) C (27.5) B (13.3) C (31.4) E (62.3) C (27.6) A (9.4) C (25.0) WB E (60.3) C (30.5) B (11.5) E (55.4) B (17.0) A (6.6) NB D (45.6) D (49.8) A (9.3) D (41.9) D (39.5) C (28.2) SB D (48.7) D (38.8) A (9.7) D (43.4) D (36.5) B (12.8) CSAH 42 & Audrey Avenue Signal EB - B (14.5) A (8.4) B (17.8) - B (10.5) A (5.8) B (15.6) WB E (57.0) B (15.6) - E (64.2) B (13.8) - NB D (48.0) - B (12.1) D (48.6) - A (9.7) SB - - - - - - CSAH 42 & Akron Avenue Signal EB C (33.4) B (11.2) A (3.1) B (18.1) D (49.2) B (12.7) A (2.6) C (27.9) WB - B (16.4) A (8.0) E (69.5) C (33.1) B (15.6) NB C (34.7) D (39.7) B (10.7) D (40.1) E (60.3) A (7.5) SB D (40.3) C (27.2) B (11.9) D (37.1) D (37.7) C (26.9) DR A F T Page 198 of 212 Project Falcon │DRAFT Traffic Analysis December 2024 14 4. BUILD CONDITIONS ANALYSIS This section of the report outlines the proposed development scenario, summarizes site-specific traffic characteristics, and develops future traffic projections for the build condition of the proposed research center. 4.1 DEVELOPMENT CHARACTERISTICS AND SITE ACCESS The proposed development is anticipated to include up to 490,000 square feet of research and development center. Access to the site would be provided on Blaine Avenue on the east side of the site. 4.2 TRIP GENERATION Proposed development traffic was determined based on data from the Institute of Transportation Engineers’ (ITE) Trip Generation, 11th Edition. The manual provides peak hour trips rates/equations, inbound-outbound percentages that can be attributed to the proposed site. Based on a review of land uses provided in the manual, LUC 760 (Research and Development Center) was determined to be the most appropriate fit to represent the trip generation of the proposed development. Table 4-1 provides a summary of trip generation for the proposed development. Based on the trip generation calculation, the short-term development is anticipated to generate 2,216 daily trips, including 206 total trips during the AM Peak Hour (169 entering and 37 exiting), and 196 total trips during the PM Peak Hour (31 entering, 165 exiting). In the long-term, additional development is expected to increase the trip generation of the site to 5,429 daily trips, with 505 AM peak hour trips (414 entering and 91 exiting) and 480 PM peak hour trips (77 entering and 403 exiting). Table 4-1: Proposed Development Trip Generation Land Use Description Intensity / Units Daily AM Peak Hour PM Peak Hour In Out Total In Out Total Short-Term Trip Generation LUC 760 - Research and Development Center 200 kSF 2,216 169 37 206 31 165 196 Long-Term Trip Generation (Total) LUC 760 - Research and Development Center 490 kSF 5,429 414 91 505 77 403 480 4.3 DIRECTIONAL DISTRIBUTION The estimated distribution of site-generated traffic on the surrounding roadway network was developed based on a review of the roadway network, area development pattern, and distributions used for previous Traffic Studies. The anticipated directional distribution of passenger vehicle site traffic for the proposed development is listed below. 60% to/from the north on US Highway 52 25% to/from the west on CSAH 42 15% to/from the south on US Highway 52 DR A F T Page 199 of 212 15 Project Falcon │DRAFT Traffic Analysis December 2024 The full site trip distribution is shown in Exhibit 6. In general, most vehicles are anticipated to access the development from Highway 52 north of the site. Note that Blaine Avenue is not expected to be paved south of the site and therefore trips to/from the south along Blaine Avenue are not expected to represent a significant portion of the total site trips. The site traffic assignment, representing traffic volumes associated with the proposed development at the study intersections, is a function of the estimated trip generation (Table 4-1) and the directional distribution listed above. The site trip assignment is shown in Exhibit 7. The Opening Year (2029) Build traffic volumes were calculated by adding the total Development Site Trips (Exhibit 7) to the Opening Year (2029) No-Build traffic volumes (Exhibit 4). The Opening Year (2029) Build traffic volumes are shown in Exhibit 8. The Design Year (2040) Build traffic volumes were calculated by adding the total Development Site Trips (Exhibit 7) to the Design Year (2040) No-Build traffic volumes (Exhibit 5). The Design Year (2040) Build traffic volumes are shown in Exhibit 9. 4.4 OPENING YEAR (2029) BUILD CAPACITY ANALYSIS The Opening Year (2029) Build conditions analysis was conducted to determine the impacts of the proposed development on the short-term operations of the adjacent roadway network. Existing (2024) geometry and intersection control was assumed for the analysis, along with the background changes to intersection control discussed in Section 3.2. Based on the results of the Opening Year (2029) Build conditions analysis, the westbound left turn movement at the MN 50 & US 52 Southbound Ramps intersection is anticipated to operate at LOS F during the AM and PM peak hour. Delays here are not beyond what is anticipated for busy corridor such as CSAH 42 and with the overall delay at the intersection being acceptable, this level of operations does not necessitate mitigation. The intersection of CSAH 42 & Blaine Avenue is expected to see poor side street operations, particularly during the PM peak hour with delays of more than 100 seconds anticipated for many of the side street movements. As discussed previously, the intersection will be signalized in the future, but it is not expected to happen in the short-term. A signal warrant analysis for the Opening Year (2029) Build conditions is included in Section 5. Until signalization occurs, the side street approaches of intersection are expected to operate with longer delays. The SimTraffic 95th percentile queueing results and the following queueing issues were identified: CSAH 42 & US 52 Northbound Ramps: Queues from the eastbound left turn lane reach the CSAH 42 & US Highway 52 intersection during the PM peak hour. o However, this is not expected to cause significant operational issues and does not require immediate mitigation. CSAH 42 & 52 Southbound Ramps: Queues for the southbound right turn lane are approaching the storage bay’s capacity during the PM peak hour. o In the long-term, installation of a second southbound right turn was recommended based on the results shown in Section 3.5. This will reduce the anticipated southbound right turn queues significantly. CSAH 42 & Blaine Avenue: During both peak hours, significant queues are present, particularly at the southbound approach which sees 95th percentile queues of 350’ during the PM peak hour. DR A F T Page 200 of 212 Project Falcon │DRAFT Traffic Analysis December 2024 16 o Installation of a signal at CSAH 42 & Blaine Avenue will resolve the queueing issues and excessive delays. The results of the Opening Year (2029) Build scenario analysis is shown in Error! Not a valid bookmark self-reference.. SimTraffic analysis reports are included in the appendix. Table 4-2: Opening Year (2029) Build Level of Service Intersection Control Approach Operations by Movement AM Peak Hour PM Peak Hour Left Through Right Overall Left Through Right Overall CSAH 42 & US 52 Northbound Ramps Signal EB C (32.5) A (4.3) - C (22.5) D (36.8) A (4.7) - C (28.4) WB - C (31.0) B (12.5) - D (37.6) B (17.1) NB D (49.6) - A (6.1) D (46.3) D (44.5) A (5.6) SB - - - - - - CSAH 42 & US 52 Southbound Ramps Signal EB - B (12.5) A (1.5) B (14.9) - C (20.8) A (2.6) B (18.3) WB F (93.7) A (4.4) - F (88.1) A (5.2) - NB - - - - - - SB D (43.0) D (49.2) B (14.9) D (37.8) D (46.3) C (20.5) CSAH 42 & Blaine Avenue Side Street Stop EB A (6.3) A (3.7) A (3.1) - (-) A (9.0) A (5.0) A (3.2) - (-) WB A (9.5) A (2.7) A (1.8) B (12.1) A (3.4) A (2.7) NB E (47.5) E (36.4) A (4.0) F (100+) F (100+) C (17.5) SB F (75.8) D (31.2) D (30.5) F (100+) F (100+) F (100+) CSAH 42 & Audrey Avenue Side Street Stop EB - A (4.6) A (4.5) - (-) - A (3.8) A (3.3) - (-) WB A (9.1) A (2.6) - A (5.8) A (3.4) - NB C (20.9) - A (9.0) D (32.7) - A (5.4) SB - - - - - - CSAH 42 & Akron Avenue Signal EB C (20.3) A (6.6) A (2.3) A (9.8) C (26.4) A (5.3) A (1.8) B (14.5) WB - B (11.3) A (5.1) C (25.1) B (18.0) A (8.9) NB B (18.5) C (27.7) A (7.2) C (27.0) D (40.4) A (4.7) SB B (18.6) B (19.0) A (5.3) C (27.1) C (33.9) A (9.9) Blaine Avenue & Falcon Access Side Street Stop EB A (4.3) - - - (-) A (0.5) - - - (-) WB - - - - - - NB - A (0.0) - - A (0.1) - SB - A (1.1) A (1.7) - A (6.6) A (3.3) 4.5 DESIGN YEAR (2040) BUILD CAPACITY ANALYSIS Capacity analysis was conducted for the Design Year (2040) build conditions to determine the long-term effects of the proposed development. Existing (2024) geometry and intersection control was assumed for the analysis, along with the background changes to intersection control discussed in Section 3.2. The Design Year (2040) build traffic volumes are shown in Exhibit 9. Capacity analysis results for the Design Year (2040) build conditions are provided in Table 4-3. DR A F T Page 201 of 212 17 Project Falcon │DRAFT Traffic Analysis December 2024 Results of the Design Year (2040) Build conditions analysis shows that with the addition of the proposed development site traffic and long-term background growth, operations at the US 52 Ramps and at Blaine Avenue will be poor unless mitigation is implemented. The southbound approach at CSAH 42 & US 52 Southbound Ramps operates at LOS F during the AM peak hour due to the amount of southbound right turning vehicles here. The eastbound left turn movement at CSAH 42 & US 52 Northbound Ramps are significantly over capacity during the PM peak hour and queues from this movement cause severe issues at the downstream intersections. As was recommended under Design Year (2040) No-Build conditions, all A review of queueing results indicated that all 95th percentile queue lengths are maintained within their existing storage length. Table 4-3 Design Year (2040) Build Level of Service Intersection Control Approach Operations by Movement AM Peak Hour PM Peak Hour Left Through Right Overall Left Through Right Overall CSAH 42 & US 52 Northbound Ramps Signal EB D (49.8) A (4.5) - D (42.9) E (65.4) A (6.3) - D (44.7) WB - D (35.6) C (20.8) - D (35.3) C (22.2) NB F (100+) - C (20.3) D (49.8) C (31.5) A (5.8) SB - - - - - - CSAH 42 & US 52 Southbound Ramps Signal EB - D (37.4) A (2.0) D (53.8) - F (98.1) A (6.6) E (76.1) WB F (90.3) A (4.1) - F (89.6) A (8.2) - NB - - - - - - SB F (89.5) F (100+) F (100+) E (77.9) C (34.9) F (100+) CSAH 42 & Blaine Avenue Signal EB E (64.8) D (44.9) C (20.9) E (72.4) F (100+) F (100+) F (100+) F (151.7) WB F (100+) C (29.4) A (9.6) F (100+) B (16.6) A (7.2) NB D (48.5) D (40.9) B (13.0) F (100+) F (100+) F (100+) SB D (50.4) D (47.7) A (7.3) E (68.7) C (30.6) B (17.5) CSAH 42 & Audrey Avenue Signal EB - B (15.3) A (9.1) B (16.6) - A (9.8) A (5.3) B (15.2) WB D (53.4) B (11.3) - E (64.0) B (13.7) - NB D (48.3) - B (10.8) D (48.0) - A (9.2) SB - - - - - - CSAH 42 & Akron Avenue Signal EB C (31.8) B (11.2) A (3.5) C (21.6) D (53.0) B (12.9) A (2.4) C (29.5) WB - B (14.8) A (6.0) F (80.7) D (36.0) B (15.9) NB C (33.3) D (35.7) B (10.7) D (43.0) E (58.6) A (7.7) SB E (66.6) C (34.9) B (13.0) D (38.3) C (33.1) C (27.4) Blaine Avenue & Falcon Access Side Street Stop EB A (4.7) - - - (-) C (15.0) - - - (-) WB - - - - - - NB - A (0.1) - - A (0.4) - SB - A (3.2) A (6.1) - A (2.5) A (3.7) DR A F T Page 202 of 212 Project Falcon │DRAFT Traffic Analysis December 2024 18 4.6 DESIGN YEAR (2040) BUILD MITIGATED CAPACITY ANALYSIS A Design Year (2040) Build Mitigated capacity analysis was conducted in order to test the effects of the proposed mitigations on the roadway network. The Design Year (2040) build traffic volumes are shown in Exhibit 9. Along with the background mitigations discussed in Section 3.1, the following mitigations were included in the analysis: Install an additional eastbound left turn lane at CSAH 42 & US 52 Northbound Ramps Install an additional southbound right turn lane at CSAH 42 & US 52 Southbound Ramps Install an additional westbound left turn lane at CSAH 42 & Blaine Avenue. o This will require an additional receiving lane at the south leg of Blaine Avenue. Install an overlap phase for CSAH 42 & Blaine Avenue northbound rights. Results of the Design Year (2040) Build Mitigated capacity analysis are included in Table 4-4. All intersections operate at LOS C or better in the AM and PM peak hours. Some side street and left turning movements operate at LOS E or F, but the overall delays for the intersections are acceptable considering the traffic levels anticipated for the Design Year (2040) Build conditions. The SimTraffic 95th percentile queueing results were reviewed, and the following potential queueing issues were identified: CSAH 42 & Blaine Avenue: Westbound left turn queues are at the storage capacity during the AM peak hour. Northbound Right turns are at the storage capacity during the PM peak hour. All other 95th percentile queues are expected to remain within their storage bays. Based on the expected 95th percentile queue lengths for their respective movements, it is recommended that at least 350’ of storage length should be provided for the westbound left turn movement at CSAH 42 & Blaine Avenue. The northbound right turn movement would require 500’ of storage to contain the anticipated PM peak hour queues. Alternatively, installation of an additional northbound right turn lane could be considered. The final need for these mitigations is heavily influenced by the buildout of the industrial parcel at the southeast corner of Blaine Avenue & CSAH 42. The mitigation needs at CSAH 42 & Blaine should be reevaluated when the development plans for this parcel become clearer. DR A F T Page 203 of 212 19 Project Falcon │DRAFT Traffic Analysis December 2024 Table 4-4 Design Year (2040) Build Mitigated Level of Service Intersection Control Approach Operations by Movement AM Peak Hour PM Peak Hour Left Through Right Overall Left Through Right Overall CSAH 42 & US 52 Northbound Ramps Signal EB C (27.5) A (5.5) - C (24.3) C (31.5) A (6.2) - C (28.2) WB - C (34.4) A (9.5) - C (33.7) B (17.8) NB D (47.3) - A (7.3) D (53.8) D (51.1) A (7.0) SB - - - - - - CSAH 42 & US 52 Southbound Ramps Signal EB - B (13.1) A (1.6) C (21.2) - D (40.1) A (5.0) C (28.0) WB D (48.1) A (5.9) - F (87.3) A (9.3) - NB - - - - - - SB D (40.5) - C (34.1) D (44.8) E (58.5) C (21.6) CSAH 42 & Blaine Avenue Signal EB D (49.1) C (30.8) B (16.0) C (29.2) E (74.1) D (45.6) B (13.2) D (40.0) WB D (50.1) B (18.8) A (9.5) E (62.5) C (22.3) A (8.1) NB D (45.9) E (59.4) B (13.7) D (44.3) E (69.6) E (66.8) SB E (62.8) E (58.6) B (13.3) D (36.2) D (47.9) B (15.5) CSAH 42 & Audrey Avenue Signal EB - B (16.9) B (10.0) B (18.9) - B (13.4) A (7.0) C (20.6) WB E (58.8) B (15.3) - E (71.0) C (22.5) - NB D (53.5) - B (11.6) D (44.8) - A (9.7) SB - - - - - - CSAH 42 & Akron Avenue Signal EB D (37.1) B (14.2) A (3.5) B (18.8) D (54.4) B (12.7) A (2.6) C (31.3) WB - C (21.6) B (10.3) E (59.2) D (38.4) B (19.8) NB D (37.1) D (44.4) B (13.1) D (41.4) E (59.3) A (7.5) SB C (26.3) C (25.6) B (11.6) D (41.8) C (32.5) C (28.4) Blaine Avenue & Falcon Access Side Street Stop EB A (4.7) - - - (-) A (7.1) - - - (-) WB - - - - - - NB - A (0.0) - - A (0.5) - SB - A (2.9) A (5.8) - A (1.4) A (2.0) DR A F T Page 204 of 212 Project Falcon │DRAFT Traffic Analysis December 2024 20 5. SIGNAL WARRANT ANALYSIS A signal warrant analysis was conducted at the intersection of CSAH 42 & CSAH 71 (Blaine Avenue) for the Opening Year (2029) Build conditions to determine if the installation of a signal is justifiable at the intersection in the short-term. Volumes for the signal warrant were developed using the 13-hour turning movement count as a basis. Since there is no ITE time-of-day distribution given for the Research and Development Center land use, the time-of-day distribution for the Project Falcon development was instead taken as the average of two similar land uses. The time-of-day distribution was estimated based on LUC 110 (Warehousing) and LUC 710 (General Office Building) which are similar in nature to the proposed development and result in peaking characteristics which are relatively similar to the Research and Development Center land use. The signal warrant was conducted following the MnMUTCD signal warrant guidelines, with warrants 1a, 1b, 1c, 2, and 3 being analyzed. Analysis of the signal warrant results is included below in Table 5-1. Because there is a northbound right turn lane, northbound right turns were excluded from the warrant analysis. Southbound left turns were not excluded as they share an approach lane with through and left turning vehicles. Table 5-1: Signal Warrant Analysis Summary Warrant Description Hours Met Hours Required Satisfied/ Not Satisfied Opening Year (2029) Build Traffic Volumes Warrant 1A Eight-Hour (Min. Vehicular Volume) 0 8 Not Satisfied Warrant 1B Eight-Hour (Interruption of Continuous Traffic) 4 8 Not Satisfied Warrant 1C Eight-Hour (Combination of 1A and 1B) 2 8 Not Satisfied Warrant 2 Four-Hour 4 4 Satisfied Warrant 3 Peak Hour 2 1 Satisfied Based on the results of the signal warrant analysis, Warrant 1A, 1B, and 1C are not met under Opening Year (2029) Build conditions while Warrant 2 and Warrant 3 are met. Based on the guidance from Dakota County, a signal will likely not be installed at this intersection until Warrant 1A, 1B, or 1C is met. DR A F T Page 205 of 212 21 Project Falcon │DRAFT Traffic Analysis December 2024 6. CONCLUSION AND RECOMMENDATIONS A traffic analysis was performed to quantify the impacts of a proposed research center development on the adjacent roadway network and study intersections. The proposed site is located south of the Country Road 42 along the west side of Blaine Avenue in Rosemount, Minnesota. An Existing Year (2024) analysis was conducted, with No-Build, and Build conditions each analyzed for the Opening Year (2029) and the Design Year (2040). 6.1 PROJECT CHARACTERISTICS The proposed research center is located south of the on the west side of Blaine Avenue south of CSAH 42 in Rosemount, Minnesota. The site is directly south of the under-construction data center located at the southwest corner of CSAH 42 & Blaine Avenue. The site is mostly used for agriculture, with some University of Minnesota owned buildings on site. The development would include about 200,000 square feet of space dedicated to research and development in the short-term, which could increase to about 490,000 square feet in the long-term. The proposed access point would be along Blaine Avenue. The study area intersections include the following: CSAH 42 & US Highway 52 Southbound Ramps CSAH 42 & US Highway 52 Northbound Ramps CSAH 42 & Blaine Avenue CSAH 42 & Audrey Avenue CSAH 42 & Akron Avenue The listed intersections were analyzed in the following scenarios: Existing Year (2024) Opening Year (2029) No-Build Opening Year (2029) Build Design Year (2040) No-Build Design Year (2040) Build Based on the need for mitigations, additional analysis was performed for Design Year (2040) Build mitigated conditions. 6.2 EXISTING YEAR (2024) CAPACITY ANALYSIS SUMMARY A capacity analysis was conducted for Existing Year (2024) traffic conditions at the study intersections to determine baseline existing conditions. Based on the analysis, all intersections are anticipated to operate at acceptable LOS except for CSAH 42 & US Highway 52 Northbound Ramps which is expected to be signalized by the Opening Year (2029). There are no queuing issues at the study intersections. 6.3 OPENING YEAR (2029) NO-BUILD CAPACITY ANALYSIS SUMMARY A capacity analysis was conducted for the Opening Year (2029) No-Build traffic conditions at the study intersections to determine baseline conditions for the 2029 analysis year. Traffic signals were assumed at the US Highway 52 Ramps for the analysis. Based on the analysis, all intersections are expected to operate at a generally acceptable LOS with the exception of CSAH 42 & Blaine Avenue which sees LOS F operations for some side street movements. This intersection is planned for long-term signalization, and it DR A F T Page 206 of 212 Project Falcon │DRAFT Traffic Analysis December 2024 22 is recommended the signal should be installed as soon as reasonably achievable, to prevent excessive delays along Blaine Avenue and potential safety issues which could result from these delays. 6.4 OPENING YEAR (2029) BUILD CAPACITY ANALYSIS SUMMARY A capacity analysis was conducted for the Opening Year (2029) Build traffic conditions at the study intersections. Traffic signals were assumed at the US Highway 52 Ramps for the analysis. Based on the analysis, all intersections are expected to operate at a generally acceptable LOS, except for CSAH 42 & Blaine Avenue, which sees multiple side street movements operate at LOS F. The buildout of the research center does further increase the need for a traffic signal, results of a signal warrant analysis showed that the Opening Year (2029) Build conditions are meets volume Warrants 2 and 3. However, it does not meet Warrant 1 which is required per Dakota County Guidance. 6.5 DESIGN YEAR (2040) NO-BUILD CAPACITY ANALYSIS SUMMARY A capacity analysis was conducted for the Design Year (2040) No-Build traffic conditions at the study intersections to determine baseline conditions for the 2040 analysis year. Traffic signals were assumed at the US Highway 52 Ramps, at Blaine Avenue, and at Audrey Avenue for the analysis. Based on the analysis, the US Highway 52 Ramps are expected to operate poorly without further mitigation. It is recommended that an additional eastbound left turn lane at CSAH 42 & US Highway 52 Northbound Ramps be installed, as well as an additional southbound right turn lane at CSAH 42 & US Highway 52 Southbound Ramps. 6.6 DESIGN YEAR (2040) BUILD CAPACITY ANALYSIS SUMMARY A capacity analysis was conducted for the Design Year (2040) Build traffic conditions at the study intersections. Traffic signals were assumed at the US Highway 52 Ramps, Blaine Avenue, and Audrey Avenue for the analysis. Based on the analysis, the US Highway 52 Ramps and CSAH 42 & Blaine Avenue intersections operate poorly with long delays and will require further mitigation. In addition to the added eastbound left and southbound right at US Highway 52 Ramps proposed for the Design Year (2040) No- Build conditions, it is recommended that an additional westbound left turn lane be installed at CSAH 42 & Blaine Avenue. The northbound right turn lane at CSAH 42 & Blaine Avenue would need to be at least 500’ in length plus an overlap phase implemented in order to store the anticipated 95th percentile queues. Alternatively, an additional northbound right turn lane could be considered. 6.7 DESIGN YEAR (2040) BUILD MITIGATED CAPACITY ANALYSIS SUMMARY A capacity analysis was conducted for the Design Year (2040) Build Mitigated traffic conditions at the study intersections to ensure the proposed mitigation is sufficient to fix the operational issues anticipated at the study intersections. Based on the analysis, all study intersections operate at LOS D or better with no significant queueing issues and no major movements seeing operations at worse than LOS E. The proposed mitigations are sufficient to maintain acceptable operations throughout the Design Year (2040) Build scenario. 6.8 MITIGATION PLAN The following provides a summary of mitigation improvements that were identified as part of the traffic analysis for the proposed development. DR A F T Page 207 of 212 23 Project Falcon │DRAFT Traffic Analysis December 2024 Existing (2024) Conditions No recommended mitigation Opening Year (2029) No-Build Conditions Install traffic signals at CSAH 42 & US Highway 52 Northbound and Southbound Ramps. Opening Year (2029) Build Conditions All Opening Year (2029) No-Build Mitigations Install side street stop control at the site access point. Design Year (2040) No-Build Conditions All Opening Year (2029) No-Build Mitigations Install a traffic signal at CSAH 42 & Blaine Avenue With the buildout of the north approach of Audrey Avenue at CSAH 42: install a traffic signal. Install an additional westbound left turn lane at CSAH 42 & US 52 Northbound Ramps (assuming the existing interchange configuration is maintained). Install an additional southbound right turn lane at CSAH 42 & US 52 Southbound Ramps (assuming the existing interchange configuration is maintained). Design Year (2040) Build Conditions All Design Year (2040) No-Build Mitigations With the buildout of the north approach of Audrey Avenue at CSAH 42: install a traffic signal. Install an additional westbound left turn lane at CSAH 42 & US 52 Northbound Ramps (assuming the existing interchange configuration is maintained). Install an additional southbound right turn lane at CSAH 42 & US 52 Southbound Ramps (assuming the existing interchange configuration is maintained). Install an additional westbound left turn lane at CSAH 42 & Blaine Avenue with at least 300’ of storage. Install an overlap phase and increase the northbound right storage length to at least 500’ at CSAH 42 & Blaine Avenue (an additional northbound right turn lane could be installed instead). DR A F T Page 208 of 212 Project Falcon │DRAFT Traffic Analysis December 2024 24 7. APPENDIX Appendix A: Exhibits Appendix B: Turning Movement Counts Appendix C: SimTraffic Reports DR A F T Page 209 of 212 Page 210 of 212 Page 211 of 212 Page 212 of 212