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PC Agenda Packet_06.23.25 June 23, 2025 — 6:30 PM Council Chambers 1.Call to Order, Land Acknowledgement, and Attendance (by presence) 2.Consent Agenda All matters listed under Item 2 are considered routine in nature and will be enacted by one motion. Individual discussion of these items is not planned. A member, however, may remove any item to discuss as an item for separate consideration under New Business. 2.A.Approval of Agenda 2.B.Approval of May 12, 2025 Meeting Minutes 2.C.Update to Planning Commission Bylaws 2.D.Adopt Planning Commission Resolution No 25-002 Certifying Land Conveyance of 504 Lilac Drive North is in Compliance with the Comprehensive Plan 2.E.Adopt Planning Commission Resolution No 25-003 Certifying Land Conveyance of 4707 Circle Down is in Compliance with the Comprehensive Plan 2.F.Adopt Planning Commission Resolution No 25-004 Certifying Land Conveyance of 1211 Lilac Drive is in Compliance with the Comprehensive Plan 2.G.Adopt Planning Commission Resolution No 25-005 Certifying Land Conveyance of 1611 Lilac Drive is in Compliance with the Comprehensive Plan 2.H.Adopt Planning Commission Resolution No 25-006 Certifying Land Acquisition of 6100 Olson Memorial Highway is in Compliance with the Comprehensive Plan 3.Public Hearings 3.A.Planned Unit Development (PUD) Major Amendment for 9000 Plymouth Avenue North 4.Staff, Council Liaison, and Commissioner Updates 5.Adjourn PLANNING COMMISSION REGULAR MEETING AGENDA The public may watch the meeting remotely on cable channel 16 or streaming on CCXmedia.org. The public can make statements in this meeting during the planned public comment sections. Individuals may also provide public hearing testimony remotely by emailing planning@goldenvalleymn.gov by 3 p.m. on the day of the meeting. City of Golden Valley Planning Commission Regular Meeting June 23, 2025 — 6:30 PM 1 CITY OF GOLDEN VALLEY PLANNING COMMISSION MEETING MINUTES Monday, May 12, 2025 – 6:30 p.m. | City Hall Council Chamber 7800 Golden Valley Road Golden Valley, MN 55427 1 1. CALL TO ORDER AND LAND ACKNOWLEDGEMENT • Chair Ruby called the meeting to order at 6:30 p.m. and read the Land Acknowledgement • Regular Members Present: Amy Barnstorff, Gary Cohen, Mike Ruby, Martin Sicotte, Eric Van Oss, Chuck Segelbaum • Regular Members Absent: None • Student Member, Status:Vacant • Staff Members Present: Chloe McGuire, Deputy Community Development Director Jacquelyn Kramer, Senior Planner • Council Member Present: None 1.A Oath of Office for Amy Barnstorff • Ruby conducted the Oath of Office for Commissioner Barnstorff. 1.B Election of Officers • Segelbaum nominated Commissioner Ruby to continue as Chair • Cohen seconded • All voted in favor • Segelbaum nominated Commissioner Cohen to continue as Vice-Chair • Ruby Seconded • All voted in favor 2. CONSENT AGENDA: a. Meeting Minutes: April 14, 2025 • Ruby asked if there was any discussion or requested changes. • Ruby asked for a motion to approve. • Cohen moved. • Barnstorff seconded. • All voted in favor, and the motion passed. 3. PUBLIC HEARINGS: None 4. NEW BUSINESS: 4.A. Review of Planning Commission Bylaws • Kramer outlined the process of updating the bylaws. • Kramer stated possibly removing the secretary position. • Kramer brought up the start time of 7:00pm is incorrect in the bylaws and needs to reflect the start time of 6:30pm. • Commissioners discussed and confirmed the start time of 6:30pm is acceptable. • Kramer brought up for discussion the annual reports referenced in the bylaws and stated staff in inclined to remove the language. • Commissioners discussed and confirmed the removal of the annual reports requirement in the bylaws was acceptable. • Kramer brought up the formatting of minutes and asked if the Commissioners wanted to see 2 CITY OF GOLDEN VALLEY PLANNING COMMISSION MEETING MINUTES Monday, May 12, 2025 – 6:30 p.m. | City Hall Council Chamber 7800 Golden Valley Road Golden Valley, MN 55427 2 changes to the current format. She stated we would continue with the detailed minutes as requested by City Council. • Commissioners discussed and asked if a general summary could be a part of the minutes. • Kramer stated there could be a summary added to the minutes. • Commissioners agreed that a summary should be a part of the minutes but keeping the verbatim is important. • Kramer asked if there were other changes that the Commissioners wanted to see in the bylaws. • Ruby asked if there were changes needed to address the change of the public hearing to the formal hearing being at the Planning Commission. • Kramer confirmed we can put language into the bylaws regarding the formal public hearing changes. • VanOss asked if the virtual option is continuing. • Kramer confirmed that we are discontinuing the virtual option for public hearings. • Commissioners discussed the various options for people to provide comment and were in agreement with staff that it is no longer necessary. • Cohen stated the language in bylaws regarding quorum discussion from “should not discuss” to “must not discuss”. • Kramer stated the changes will be made and will bring back by in June then to City Council for their formal adoption. 5. STAFF UPDATES: • New Planning Intern Samuel Berens started with the department. • David Hill is the new Planning Commissioner. 6. COMMISSIONER UPDATES: • Cohen stated he attended the Boards and Commissioners Dinner and found it very helpful. 7. ADJOURNMENT: Chair Ruby adjourned the regular meeting at 6:48 p.m. 3 EXECUTIVE SUMMARY Community Development 763-512-2345 / 763-512-2344 (fax) Golden Valley Planning Commission Meeting June 23, 2025 Agenda Item 2.C. Update to Planning Commission Bylaws Prepared By Jacquelyn Kramer, Senior Planner Summary The Planning Commission bylaws provide a list of duties and specific direction for the Commission to carry out their work as required in City Code Section 2-126. The Commission is required to review the Planning Commission bylaws no later than the second meeting after May 1 every three years. The Commission may review the bylaws more frequently as needed. These bylaws can be altered or amended at any regular monthly Commission meeting with a majority of members present, provided that notice of the proposed changes and amendments is provided to each member at least 10 business days before the meeting. The Council must review and approve any changes to, and has final authority regarding, these bylaws. Planning Commission discussed the proposed amendments to the bylaws on May 12, 2025. City Council will vote on the recommended changes in July. Recommended Action Motion to recommend approval of amendments to Planning Commission Bylaws. Supporting Documents Proposed Planning Commission Bylaws 4 Amended and approved January 17, 2023 BYLAWS Planning Commission Article I: Purpose, Mission, and Prescribed Duties The City Council, by motion, approves the following list of duties which amplifies and/or gives more specific direction to the Planning Commission. The Planning Commission shall: • Review and make recommendations on specific development proposals made by private developers and public agencies • Review and make recommendations on proposed rezoning, subdivision plans, amendments to the zoning text, platting regulations, and variances and similar items having to do with administration and regulatory measures • Conduct public hearings on planning applications, zoning code amendments, and other items that require a public hearing. • Conduct special studies dealing with items such as renewal, civic design, maintenance of a suitable living and working environment, economic conditions, etc. (these studies may be conducted at the initiative of the Planning Commission and/or specific direction from the City Council) • Review major public capital improvement plans against the policy and goals stated in the Comprehensive Plan for the area • Advise and make recommendations relative to housing, new development, and redevelopment projects proposed by the HRA prior to the final commitment of such projects by the HRA, which shall also relate to such responsibilities as: o Making recommendations to the City Council and/or HRA on the use of Federal and State funds received for housing and community development o Making recommendations to the City Council on the City’s participation in other Federal, State, Metropolitan Council, County, and Multi-City Housing and Community Development programs • Advise and make recommendations in matters relating to and affecting the environment, such as: o Taking into account environmental concerns and the impact on the environment of any Planning Commission recommended action o To cooperate with and coordinate environmental proposals and programs with other City groups and Federal, State, Metro, County, and other municipal groups o To make such reviews of land reclamation, filling, excavation, and grading applications as are required by City ordinance or referred to the Commission by the Council, provided that no review or recommendation shall remove or limit the right of a property owner in accordance with City ordinances and the statutes and constitution of the State of Minnesota Article II: Membership, Appointments, Terms, and Officers A. Membership The Commission shall consist of seven regular members and one non-voting youth member. Regular members shall be residents of the City. Youth members shall live or attend school within Golden Valley, the Robbinsdale Area District or Hopkins School District and be enrolled in school grades 9 through 12. 5 BYLAWS – Planning Commission Amended and approved 2 B. Appointment and Terms Appointments shall be made by the Council at its last meeting in April, effective May 1, except for youth appointments, which shall be made by the Council at its last meeting in September, effective October 1. The Council shall appoint regular members of the Commission for three-year staggered terms and one youth member to serve a one-year term. The Council shall appoint the members of the Commission and may fill vacancies for unexpired terms. A vacancy shall be deemed to exist if a member resigns or ceases to meet the membership requirements. Commissioners shall be subject to the term limit requirements in City Code § 2-125. C. Officers The Commission shall elect officers of Chair, Vice Chair, and Secretary from the Commission membership by its voting members at its regular annual meeting (no later than the second meeting after May 1 in each year). The Chair and Vice Chair positions rotate and members may only serve two consecutive years as the Chair or Vice Chair. Should the office of Chair or Vice Chair become vacant, the Commission shall elect a successor from its membership at the next regular meeting and such election shall be for the unexpired term of said office. Officers may also delegate the duties of their position to other Commissioners as deemed appropriate by the Commission. Chair responsibilities: • work with staff liaison to develop meeting agendas • conduct and preside at all meetings in a productive and time-efficient manner • ensure the Commission conducts its activities within the stated mission and bylaws of the Commission • appoint Commissioners to subcommittees • monitor and ensure the progress of the Commission • report to the City Council Vice Chair responsibilities: • perform the duties of the Chair in the absence or incapacity of the Chair • perform all other duties as prescribed by the Commission Secretary responsibilities: • sign the minutes and perform all other duties the Commission may prescribe • in the absence of the Chair and Vice Chair, conduct and preside over the meeting Article III: Meetings and Attendance A. Meetings All meetings of the Commission shall be conducted in accordance with the Minnesota Open Meeting Law and City code. This means all business and discussion occurs at a meeting which has been posted and is open to the public. The presence of a majority of all regular voting members currently appointed to the Commission shall constitute a quorum for the purpose of conducting its business and exercising its powers and for all other purposes. In the event a quorum is not reached, a smaller number of members may meet to have informal discussion; however, formal action shall not be taken and must be reserved for such time as when a quorum of the Commission is reached. 6 BYLAWS – Planning Commission Amended and approved 3 A quorum of the members should must not discuss Commission business by email, forms of social media, telephone, or informal meetings. Commission meetings may be cancelled by the staff liaison if there are no items on the agenda for discussion. The proceedings of meeting should be conducted using standard parliamentary procedure. i. Regular Meeting The regular meeting of the Commission shall be held on the second and fourth Monday of the month at City Hall at 76:30 pm. The Commission may, by a majority vote, change its regular meeting dates for any reason provided proper public notice of the changed meeting is provided. ii. Annual Meeting The Annual Meeting of the commission shall be a regular meeting, typically the first meeting after May 1 of each year, at which time elections will be held. iii. Special Meeting A special meeting may be called by the Chair or whenever three members request the same in writing. • Staff shall give notice to each Commissioner, at least three days prior to any special meeting, of the time, place, and purpose of the meeting. • No business shall be transacted at any special meeting other than that named in the call thereof, except by consent of two-thirds of the entire Commission, or by unanimous consent if fewer than two-thirds, but at least a quorum are present. If such consent is obtained, any measure adopted by a vote of a quorum shall have the same effect as if adopted at a regular meeting. • The members may adjourn from time to time, absentees being notified. If no quorum is present on the day fixed for a regular, continued or special meeting, the members present may adjourn until a quorum is obtained, or may adjourn said meeting without a definite day fixed. B. Attendance Members are expected to attend all meetings, including the annual board and commission joint meeting. If a member is unable to attend a meeting, they should contact the staff liaison, who will inform the chair. If a quorum cannot be attained, the meeting will be canceled. Staff liaisons will track attendance at each meeting. Each April, the City Manager’s office will review attendance records for the preceding calendar year (April-March) and send a standardized letter of warning to any member that has missed: • two consecutive or three total meetings for groups that meet once a month; or • two consecutive or five total meetings for groups that meet twice a month. Because attendance is so important to the work of the City’s boards and commissions, the City Manager may ask the member to explain the reasons for their absences. If circumstances prevent the member from committing to consistently attending future meetings, the member may be asked to step down. The City Manager will not ask the member to step down if their inability to attend meetings is due to health reasons. If the member’s attendance does not improve within 3 months after receiving a warning, the City Manager or their designee shall ask the member to step down. If the member chooses not to step down, the Council may take action to remove the member. 7 BYLAWS – Planning Commission Amended and approved 4 Article IV: Rules A. Representative to Board of Zoning Appeals A Planning Commissioner shall be the sixth member of the Board of Zoning Appeals. All voting members of the Planning Commission are alternates to the Board. In the absence of any voting member of the Board, any member of the Planning Commission may serve as an alternate. At least one voting member of the Planning Commission shall be present at each meeting of the Board of Zoning Appeals. B. Ad Hoc Committees The Chair may appoint ad hoc committees unless the Commission shall otherwise direct, and shall be an additional member ex officio, of all committees. The Chair shall appoint a Planning Commission member to chair each ad hoc committee. All committees shall consist of at least three members, except as otherwise ordered by the Commission. Three members of any committee shall constitute a quorum of such committee. If a quorum is not present at a meeting, the members present may prepare reports and submit them to the Planning Commission on behalf of the committee, in which case the report shall name the committee members who prepared it. Nothing in the foregoing shall be construed as waiving the rights of the Commission at any time to increase or curtail the duties of any committee and/or to direct or control its actions. C. Recordkeeping A person will be provided by the City to take minutes for the advisory boards and commissions. Minutes serve the dual function of making an historical record of commission proceedings and of informing the Council regarding the commission’s activities. The minutes should, therefore, contain an accurate report of the sequence of events and names of citizens who appear and are heard. In addition to the formal action of the commission, a summary of the reasoning underlying such action should be included in the minutes. All minutes and resolutions shall be in writing and shall be kept in accordance with City procedures, Minnesota Statute and Rules regarding preservation of public records and the Minnesota Data Privacy Act. D. Annual Report The Commission shall may submit an annual report to the City Council summarizing the past year's activities. The report may highlight information the Commission feels appropriate to convey to the City Council. E. Performance of Duties Commissioners are expected to adequately prepare for meetings. Commissioners unable to complete an assigned task should notify the commission chair or subcommittee chair as soon as possible. The Commission staff liaison may ask the City Council to review a Commissioner’s appointment based upon its assessment of significant non-performance of duties. 8 BYLAWS – Planning Commission Amended and approved 5 Article V: Amendments and Revisions The Commission will review these bylaws no later than the second meeting after May 1 every three years. Members may present recommendations for changes and amendments. These bylaws can be altered or amended at any regular monthly Commission meeting with a majority of members present, provided that notice of the proposed changes and amendments is provided to each member at least 10 business days before the meeting. The Council must review and approve any changes to, and has final authority regarding, these bylaws. 9 EXECUTIVE SUMMARY Community Development 763-512-2345 / 763-512-2344 (fax) Golden Valley Planning Commission Meeting June 23, 2025 Agenda Item 2.D. Adopt Planning Commission Resolution No 25-002 Certifying Land Conveyance of 504 Lilac Drive North is in Compliance with the Comprehensive Plan Prepared By Jacquelyn Kramer, Senior Planner Summary On May 28, 2025, Planning Commission recommended approval of the following land use applications: 1. Comprehensive Plan Amendment reguiding the property to Low Density Residential 2. Rezoning the property to R-1 Single Family Density Residential 3. Preliminary Plat creating a lot at 504 Lilac Drive North City Council will take action on these three applications on June 17 and the Final Plat on July 1. Once these applications are approved, the next step is for the Golden Valley HRA to convey the property to a qualified developer. Per Minnesota Statute Section 462.356-2, all land acquisitions or conveyances by a municipality must be reviewed by the Planning Commission for compliance with the municipality's Comprehensive Plan. The Commission shall produce a report with findings of fact. Staff recommends the Planning Commission adopt a resolution certifying the conveyance of 504 Lilac Drive is consistent with the Comprehensive Plan based on the following findings: 1. The Low Density Residential classification is intended by the Comprehensive Plan to provide opportunities for up to five homes per gross acre. 2. The change will allow the City of Golden Valley to offer the site for affordable housing under the City’s HOPE program. 3. This land conveyance will allow the construction of a single famly home on the lot, which is consistent with the Low Density Residential designation on the site. Once the developer owns the property and signs a Development Contract with the city, they will finalize construction plans and apply for building permits. Recommended Action Motion to adopt Planning Commission Resolution No. 25-002 certifying the land conveyance of 504 Lilac Drive North is in compliance with the Comprehensive Plan. Supporting Documents Resolution - Certification of Land Conveyance - 504 Lilac Drive 10 PLANNING COMMISSION RESOLUTION NO. 25-002 A RESOLUTION CERTIFYING LAND SALE IS IN COMPLIANCE WITH THE COMPREHENSIVE PLAN WHEREAS, the Golden Valley Housing and Redevelopment Authority (HRA) has proposed to convey certain real property with the address 504 Lilac Avenue North and legally described as follows: That part of Tracts A and B described below: Tract A. Lot 5, Block 2, Clover Leaf Terrace, according to the plat thereof on file and of record in the office of the County Recorder in and for Hennepin County, Minnesota; the title thereto being registered as evidenced by Certificate of Title No. 1440913; Tract B. Lots 4 and 6, Block 2, Clover Leaf Terrace, according to the plat thereof on file and of record in the office of the County Recorder in and for Hennepin County, Minnesota; which lies easterly of Line 1 described below: Line 1. Commencing at Right of Way Boundary Corner B15 as shown on Minnesota Department of Transportation Right of Way Plat No. 27-103 as the same is on file and of record in the office of the Registrar of Titles and the office of the County Recorder in and for said County; thence northwesterly on an azimuth of 307 degrees 28 minutes 20 seconds along the boundary of said plat for 147.65 feet to Right of Way Boundary Corner B14 and the point of beginning of Line 1 to be described; thence on an azimuth of 193 degrees 46 minutes 00 seconds for 62.25 feet; thence on an azimuth of 181 degrees 09 minutes 03 seconds for 232.56 feet and there terminating. WHEREAS, the proposed conveyance of the property has been submitted to the Planning Commission for its review and issuance of a written report of its findings pursuant to Minnesota Statute Section 462.356-2; and WHEREAS, the Planning Commission has reviewed the proposed conveyance as it relates to the City’s Comprehensive Plan and finds it in compliance with the Plan based on the following findings: 1. The Low Density Residential classification is intended by the Comprehensive Plan to provide opportunities for up to five homes per gross acre. 2. The change will allow the City of Golden Valley to offer the site for affordable housing under the City’s HOPE program. 3. This land conveyance will allow the construction of a single family home, which is consistent with the Low Density Residential designation on the site. NOW THEREFORE, BE IT RESOLVED, BY THE PLANNING COMMISSION OF THE CITY OF GOLDEN VALLEY, MINNESOTA that this land conveyance is in compliance with the City of Golden Valley’s Comprehensive Plan. 11 Adopted by the Planning Commission this 23rd day of June, 2025. _____________________ Mike Ruby, Chair ATTEST: _____________________________ Jacquelyn Kramer, Senior Planner 12 EXECUTIVE SUMMARY Community Development 763-512-2345 / 763-512-2344 (fax) Golden Valley Planning Commission Meeting June 23, 2025 Agenda Item 2.E. Adopt Planning Commission Resolution No 25-003 Certifying Land Conveyance of 4707 Circle Down is in Compliance with the Comprehensive Plan Prepared By Jacquelyn Kramer, Senior Planner Summary In 2023 City Council approved a Comprehensive Plan Amendment reguiding the property to Low Density Residential and Rezoning the property to R-1 Single Family Residential. On May 28, 2025, Planning Commission recommended approval of a Preliminary Plat to create one single family lot. City Council approved the Preliminary Plat on June 17 and will consider the Final Plat on July 1. The next step is for the Golden Valley HRA to convey the property to a qualified developer. Per Minnesota Statute Section 462.356-2, all land acquisitions or conveyances by a municipality must be reviewed by the Planning Commission for compliance with the municipality's Comprehensive Plan. The Commission shall produce a report in writing and include findings of fact. Staff recommends the Planning Commission adopt a resolution certifying the conveyance of 4707 Circle Down is consistent with the Comprehensive Plan based on the following findings: 1. The Low Density Residential classification is intended by the Comprehensive Plan to provide opportunities for up to five homes per gross acre. 2. The change will allow the City of Golden Valley to offer the site for affordable housing under the City’s HOPE program. 3. This land conveyance will allow the construction of a single family home on the lot, which is consistent with the Low Density Residential designation on the site. Once a developer owns the property and signs a Development Contract with the city, they will finalize construction plans and apply for building permits. Recommended Action Motion to adopt Planning Commission Resolution No. 25-003 certifying the land conveyance of 4707 Circle Down is in compliance with the Comprehensive Plan. Supporting Documents Resolution - Certification of Land Conveyance - 4707 Circle Down 13 PLANNING COMMISSION RESOLUTION NO. 25-003 A RESOLUTION CERTIFYING LAND SALE IS IN COMPLIANCE WITH THE COMPREHENSIVE PLAN WHEREAS, the Golden Valley Housing and Redevelopment Authority (HRA) has proposed to convey certain real property with the address 4707 Circle Down and legally described as follows: Lot 2, Block 1, Moshou Addition, according to the plat thereof on file and of record in the office of the County Recorder in and for Hennepin County, Minnesota. AND That part of Tract A described below: Tract A. Lots 1, 3 and 4, Block 1, Moshou Addition, according to the plat thereof on file and of record in the office of the County Recorder in and for Hennepin County, Minnesota; which lies northerly of Line 1 described below: Line 1. Commencing at the East Quarter corner of Section 30, Township 29 North, Range 24 West; thence westerly on an azimuth of 271 degrees 21 minutes 02 seconds along the east and west quarter line thereof for 2652.57 feet to the center of said Section 30; thence on an azimuth of 00 degrees 21 minutes 23 seconds for 701.35 feet to the point of beginning of Line 1 to be described; thence on an azimuth of 284 degrees 30 minutes 39 seconds for 34.03 feet; thence on an azimuth of 230 degrees 05 minutes 25 seconds for 2.96 feet; thence on an azimuth of 230 degrees 01 minute 59 seconds for 14.00 feet; thence on an azimuth of 320 degrees 01 minute 50 seconds for 130.14 feet; thence on an azimuth of 319 degrees 50 minutes 03 seconds for 144.27 feet; thence on an azimuth of 320 degrees 28 minutes 03 seconds for 168.10 feet and there terminating. WHEREAS, the proposed conveyance of the property has been submitted to the Planning Commission for its review and issuance of a written report of its findings pursuant to Minnesota Statute Section 462.356-2; and WHEREAS, the Planning Commission has reviewed the proposed conveyance as it relates to the City’s Comprehensive Plan and finds it in compliance with the Plan based on the following findings: 1. The Low Density Residential classification is intended by the Comprehensive Plan to provide opportunities for up to five homes per gross acre. 2. The change will allow the City of Golden Valley to offer the site for affordable housing under the City’s HOPE program. 3. This land conveyance will allow the construction of a single family home, which is consistent with the Low Density Residential designation on the site. 14 NOW THEREFORE, BE IT RESOLVED, BY THE PLANNING COMMISSION OF THE CITY OF GOLDEN VALLEY, MINNESOTA that this land conveyance is in compliance with the City of Golden Valley’s Comprehensive Plan. Adopted by the Planning Commission this 23rd day of June, 2025. _____________________ Mike Ruby, Chair ATTEST: _____________________________ Jacquelyn Kramer, Senior Planner 15 EXECUTIVE SUMMARY Community Development 763-512-2345 / 763-512-2344 (fax) Golden Valley Planning Commission Meeting June 23, 2025 Agenda Item 2.F. Adopt Planning Commission Resolution No 25-004 Certifying Land Conveyance of 1211 Lilac Drive is in Compliance with the Comprehensive Plan Prepared By Jacquelyn Kramer, Senior Planner Summary On May 6, 2025, City Council approved the following land use applications for 1211 Lilac Drive: 1. Comprehensive Plan Amendment reguiding the property to Low Density Residential 2. Rezoning the property to R-2 Moderate Density Residential 3. Preliminary Plat creating two new lots On May 20, 2025, City Council approved the Final Plat for Hope Third Addition. The next step in the project is for the Golden Valley HRA to convey the property to a qualified developer. Per Minnesota Statute Section 462.356-2, all land acquisitions or conveyances by a municipality must be reviewed by the Planning Commission for compliance with the municipality's Comprehensive Plan. The Commission shall produce a report in writing and include findings of fact. Staff recommends the Planning Commission adopt a resolution certifying the conveyance of 1211 Lilac Drive is consistent with the Comprehensive Plan based on the following findings: 1. The Low Density Residential classification is intended by the Comprehensive Plan to provide opportunities for up to five homes per gross acre. 2. The change will allow the City of Golden Valley to offer the site for affordable housing under the City’s HOPE program. 3. This land conveyance will allow the construction of two twinhomes (four housing units) on the lots, which is consistent with the Low Density Residential designation on the site. Once the developer owns the property and signs a Development Contract with the City, they will finalize construction plans and apply for building permits. Recommended Action Motion to adopt Planning Commission Resolution No. 25-004 certifying the land conveyance of 1211 Lilac Drive is in compliance with the Comprehensive Plan. Supporting Documents Resolution - Certification of Land Conveyance - 1211 Lilac Drive 16 PLANNING COMMISSION RESOLUTION NO. 25-004 A RESOLUTION CERTIFYING LAND SALE IS IN COMPLIANCE WITH THE COMPREHENSIVE PLAN WHEREAS, the Golden Valley Housing and Redevelopment Authority (HRA) has proposed to convey certain real property with the address 1211 Lilac Avenue North and legally described as follows: That part of Tract A described below: Tract A Lot 15, Block 1, Hipp's Addition, according to the plat thereof on file and of record in the office of the County Recorder in and for Hennepin County, Minnesota; the title thereto being registered; which lies westerly of Line 1 described below: Line 1. Commencing at the Northwest corner of Section 19, Township 29 North, Range 24 West, as shown on Minnesota Department of Transportation Right of Way Plat No. 27-104 as the same is on file and of record in the office of the County Recorder in and for Hennepin County, Minnesota; thence westerly on an azimuth of 269 degrees 45 minutes 11 seconds along the boundary of said plat for 79.92 feet to the point of beginning of Line 1 to be described; thence on an azimuth of 00 degrees 16 minutes 03 seconds for 42.25 feet; thence northerly for 151.93 feet on a non- tangential curve, concave to the east, having a radius of 1050.00 feet, a delta angle of 08 degrees 17 minutes 26 seconds and a chord azimuth of 12 degrees 11 minutes 43 seconds and there terminating. Being Registered land as is evidenced by Certificate of Title No. 1440930. AND That part of Tract A described below: Tract A. Lot 16, Block 1, Hipp's Addition, according to the plat thereof on file and of record in the office of the County Recorder in and for Hennepin County, Minnesota; which lies westerly of Line 1 described below: Line 1. Commencing at the northwest corner of Section 19, Township 29 North, Range 24 West, as shown on Minnesota Department of Transportation Right of Way Plat No. 27-104 as the same is on file and of record in the office of the County Recorder in and for Hennepin County, Minnesota; thence westerly on an azimuth of 269 degrees 45 minutes 11 seconds along the boundary of said plat for 79.92 feet to the point of beginning of Line 1 to be described ; thence on an azimuth of 00 degrees 16 minutes 03 seconds for 42.25 feet; thence northerly for 151.93 feet on a non-tangential curve, concave to the east, having a radius of 1050.00 feet, a delta angle of 08 degrees 17 minutes 26 seconds and a chord azimuth of 12 degrees 11 minutes 43 seconds; thence northerly for 97.59 feet on a non-tangential curve, concave to the west, having a radius of 350.00 feet, a delta angle of 15 degrees 58 minutes 33 seconds, and a chord azimuth of 08 degrees 21 minutes 09 seconds and 17 there terminating. Being Registered land as is evidenced by Certificate of Title No. 1440932. WHEREAS, the proposed conveyance of the property has been submitted to the Planning Commission for its review and issuance of a written report of its findings pursuant to Minnesota Statute Section 462.356-2; and WHEREAS, the Planning Commission has reviewed the proposed conveyance as it relates to the City’s Comprehensive Plan and finds it in compliance with the Plan based on the following findings: 1. The Low Density Residential classification is intended by the Comprehensive Plan to provide opportunities for up to five homes per gross acre. 2. The change will allow the City of Golden Valley to offer the site for affordable housing under the City’s HOPE program. 3. This land conveyance will allow the construction of two twinhomes containing four dwelling units on the lots, which is consistent with the Low Density Residential designation on the site. NOW THEREFORE, BE IT RESOLVED, BY THE PLANNING COMMISSION OF THE CITY OF GOLDEN VALLEY, MINNESOTA that this land conveyance is in compliance with the City of Golden Valley’s Comprehensive Plan. Adopted by the Planning Commission this 23th day of June, 2025. _____________________ Mike Ruby, Chair ATTEST: _____________________________ Jacquelyn Kramer, Senior Planner 18 EXECUTIVE SUMMARY Community Development 763-512-2345 / 763-512-2344 (fax) Golden Valley Planning Commission Meeting June 23, 2025 Agenda Item 2.G. Adopt Planning Commission Resolution No 25-005 Certifying Land Conveyance of 1611 Lilac Drive is in Compliance with the Comprehensive Plan Prepared By Jacquelyn Kramer, Senior Planner Summary On May 6, 2025, City Council approved the following land use applications for 1611 Lilac Drive: 1. Comprehensive Plan Amendment reguiding the property to Low Density Residential 2. Rezoning the property to R-2 Moderate Density Residential 3. Preliminary Plat to create two new lots The Golden Valley HRA must convey the property to a qualified developer as part of the process to develop the property. Per Minnesota Statute Section 462.356-2, all land acquisitions or conveyances by a municipality must be reviewed by the Planning Commission for compliance with the municipality's Comprehensive Plan. The Commission shall produce a report in writing and include findings of fact. Staff recommends the Planning Commission adopt a resolution certifying the conveyance of 1611 Lilac Drive is consistent with the Comprehensive Plan based on the following findings: 1. The Low Density Residential classification is intended by the Comprehensive Plan to provide opportunities for up to five homes per gross acre. 2. The change will allow the City of Golden Valley to offer the site for affordable housing under the City’s HOPE program. 3. This land conveyance will allow the construction of two twinhomes (four housing units) on the lots, which is consistent with the Low Density Residential designation on the site. Once a qualified developer owns the property and signs a Development Contract with the city, the City will bring the Final Plat to City Council for approval and the developer will finalize construction plans. Recommended Action Motion to adopt Planning Commission Resolution No. 25-005 certifying the land conveyance of 1611 Lilac Drive is in compliance with the Comprehensive Plan. Supporting Documents Resolution - Certification of Land Conveyance - 1611 Lilac Drive 19 PLANNING COMMISSION RESOLUTION NO. 25-005 A RESOLUTION CERTIFYING LAND SALE IS IN COMPLIANCE WITH THE COMPREHENSIVE PLAN WHEREAS, the Golden Valley Housing and Redevelopment Authority (HRA) has proposed to convey certain real property with the address 1611 Lilac Avenue North and legally described as follows: All of Tracts A and B described below: Tract A. That part of Government Lot 4, Section 28, Township 118 North, Range 21 West, Hennepin County, Minnesota, described as follows: Beginning at a point on the east line of said Government Lot 4, distant 142 feet southerly of the northeast corner thereof; thence run southerly along said east line for 90.3 feet to a point which is 320 feet northerly of its intersection with the center line of the Minneapolis and Watertown Road (as located and established prior to January 1, 2000); thence run westerly at right angles to said east line for 260 feet; thence run northerly parallel with said east line for 90.3 feet; thence run easterly 260 feet to the point of beginning; lying westerly of the following described line: Commencing at Right of Way Boundary Corner B12 as shown on Minnesota Department of Transportation Right of Way Plat No. 27-105 as the same is on file and of record in the office of the County Recorder in and for said County; thence easterly on an azimuth of 90 degrees 07 minutes 58 seconds along the boundary of said plat for 101.83 feet to Right of Way Boundary Corner B11; thence continue on an azimuth of 90 degrees 07 minutes 58 seconds for 46.58 feet to the point of beginning of the line to be described; thence on an azimuth of 355 degrees 54 minutes 58 seconds for 214.55 feet and there terminating; Tract B. That part of Government Lot 4 of Section 28, Township 118 North, Range 21 West, Hennepin County, Minnesota, described as follows: Beginning at the northeast corner of said Government Lot 4; thence run westerly along the north line thereof for 247 feet; thence run southerly parallel with the east line of Auditor's Subdivision No. 346 for 72 feet; thence run westerly along a line which if extended would intersect the east line of Auditor's Subdivision No. 346 at a point 140 feet southerly of the northeast corner thereof for 11.8 feet, more or less, to a point 260 feet westerly of the east line of said Government Lot 4; thence run southerly parallel with the east line of said Government Lot 4 to a point which is 142 feet south of the north line of said Government Lot 4; thence easterly parallel with the north line of said Government Lot 4 for 260 feet to the east line of said Government Lot 4; thence northerly 142 feet to the point of beginning; lying southerly of a line run parallel with and distant 20 feet southerly of the north line of said Government Lot 4 and westerly of the following described line: Commencing at Right of Way Boundary Corner B12 as shown on Minnesota Department of Transportation Right of Way Plat No. 27-105 as the same is on file and of record in the office of the County Recorder in and for said County; thence easterly on an azimuth of 90 degrees 07 minutes 58 seconds along the boundary of said plat for 101.83 feet to Right of Way Boundary Corner B11; thence continue on an azimuth of 90 degrees 07 minutes 58 seconds for 46.58 20 feet to the point of beginning of the line to be described; thence on an azimuth of 355 degrees 54 minutes 58 seconds for 214.55 feet and there terminating. WHEREAS, the proposed conveyance of the property has been submitted to the Planning Commission for its review and issuance of a written report of its findings pursuant to Minnesota Statute Section 462.356-2; and WHEREAS, the Planning Commission has reviewed the proposed conveyance as it relates to the City’s Comprehensive Plan and finds it in compliance with the Plan based on the following findings: 1. The Low Density Residential classification is intended by the Comprehensive Plan to provide opportunities for up to five homes per gross acre. 2. The change will allow the City of Golden Valley to offer the site for affordable housing under the City’s HOPE program. 3. This land conveyance will allow the construction of two twinhomes containing four dwelling units on the lots, which is consistent with the Low Density Residential designation on the site. NOW THEREFORE, BE IT RESOLVED, BY THE PLANNING COMMISSION OF THE CITY OF GOLDEN VALLEY, MINNESOTA that this land conveyance is in compliance with the City of Golden Valley’s Comprehensive Plan. Adopted by the Planning Commission this 23th day of June, 2025. _____________________ Mike Ruby, Chair ATTEST: _____________________________ Jacquelyn Kramer, Senior Planner 21 EXECUTIVE SUMMARY Community Development 763-512-2345 / 763-512-2344 (fax) Golden Valley Planning Commission Meeting June 23, 2025 Agenda Item 2.H. Adopt Planning Commission Resolution No 25-006 Certifying Land Acquisition of 6100 Olson Memorial Highway is in Compliance with the Comprehensive Plan Prepared By Jacquelyn Kramer, Senior Planner Summary Earlier this year, the City began the process to purchase a property located at 6100 Olson Memorial Highway for a future location of a new Public Works facility. The City Council approved the acquisition price and authorized staff to begin purchase negotiations on June 17, 2025. Per Minnesota Statute Section 462.356-2, all land acquisitions or conveyances by a municipality must be reviewed by the Planning Commission for compliance with the municipality's Comprehensive Plan. The Commission shall produce a report in writing and include findings of fact. Staff recommends the Planning Commission adopt a resolution certifying the acquisition of 6100 Olson Memorial Highway is consistent with the Comprehensive Plan based on the following findings: 1. The Mixed Use Community designation includes a mix of uses including high-density residential, commercial, office, institutional, and light industrial uses that serve the local market area and support the community. 2. The change will allow the City of Golden Valley to construct new Public Works facilities on the property. These facilities will include institutional and light industrial uses. 3. City facilities are crucial to the successful operation of public services, and need to address the diverse needs of residents and employees not only today, but decades into the future. Current Public Works facilities have reached operational capacity and end of building life cycles. Next Steps Once the City acquires the property, Staff will work with a consultant team to prepare project plans. Planning Commission will hold public hearings on any necessary land use applications before City Council gives final approval of the project. Recommended Action Motion to adopt Planning Commission Resolution No. 25-006 certifying the land acquisition of 6100 Olson Memorial Highway is in compliance with the Comprehensive Plan. Supporting Documents Resolution - Certifying Land Acquisition - 6100 Olson Memorial Highway 22 PLANNING COMMISSION RESOLUTION NO. 25-006 A RESOLUTION CERTIFYING LAND ACQUISITION IS IN COMPLIANCE WITH THE COMPREHENSIVE PLAN WHEREAS, the City Council of Golden Valley has authorized staff to begin acquisition of certain real property with the address 6100 Olson Memorial Highway and legally described as follows: Lot 1, Block 1, Expressway International Park, according to the recorded plat thereof, Hennepin County, Minnesota, except that portion of the above described property which lies southerly of Line 1 described below: Line 1. Beginning at a point on the east line of said Lot 1, distant 50 feet southerly of its intersection with the east and west quarter line of Section 33, Township 118 North, Range 21 West; thence run southwesterly to a point distant 215 feet northerly (measured at right angles) of the point of termination of Line 2 described below; thence run southwesterly to a point distant 180 feet northerly (measured at right angles) of a point on said Line 2 distant 201.6 feet westerly of its point of termination; thence run westerly parallel with said Line 2 for 400 feet and there terminating; Line 2. From a point on the west line of said Section 33, distant 325.7 feet south of the west quarter corner thereof, run southwesterly at an angle of 101 degrees 11 minutes 00 seconds from said west section line (measured from north to west) for 350.9 feet to the point of beginning of Line 2 to be described; thence run northeasterly on the last described course for 100 feet to tangent spiral point; thence deflect to the right on a spiral curve of decreasing radius (spiral angle 01 degrees 07 minutes 30 seconds) for 150 feet to spiral curve point; thence deflect to the right on a 01 degree 30 minute 00 second circular curve (delta angle 10 degrees 18 minutes 00 seconds) for 686.7 feet to curve spiral point; thence deflect to the right on a spiral curve of increasing radius (spiral angle 01 degrees 07 minutes 30 seconds) for 150 feet to spiral tangent point; thence on tangent to said curve for 255.8 feet and there terminating. (Abstract property) WHEREAS, the proposed acquisition of the property has been submitted to the Planning Commission for its review and issuance of a written report of its findings pursuant to Minnesota Statute Section 462.356-2; and WHEREAS, the Planning Commission has reviewed the proposed conveyance as it relates to the City’s Comprehensive Plan and finds it in compliance with the Plan based on the following findings: 1. The Mixed Use Community designation includes a mix of uses including high-density residential, commercial, office, institutional, and light industrial uses that serve the local market area and support the community. 23 2. The change will allow the City of Golden Valley to construct new Public Works facilities on the property. These facilities will include institutional and light industrial uses. 3. City facilities are crucial to the successful operation of public services. Facilities need to address the diverse needs of residents and employees not only today, but decades into the future. Current Public Works facilities have reached operational capacity and are approaching the end of building life cycles. NOW THEREFORE, BE IT RESOLVED, BY THE PLANNING COMMISSION OF THE CITY OF GOLDEN VALLEY, MINNESOTA that this land acquisition is in compliance with the City of Golden Valley’s Comprehensive Plan. Adopted by the Planning Commission this 23rd day of June, 2025. _____________________ Mike Ruby, Chair ATTEST: _____________________________ Jacquelyn Kramer, Senior Planner 24 EXECUTIVE SUMMARY Community Development 763-512-2345 / 763-512-2344 (fax) Golden Valley Planning Commission Meeting June 23, 2025 Agenda Item 3.A. Planned Unit Development (PUD) Major Amendment for 9000 Plymouth Avenue North Prepared By Jacquelyn Kramer, Senior Planner Summary Mamie Harvey, on behalf of General Mills, request a Major Amendment to a Planned Unit Development (PUD) at 9000 Plymouth Avenue. The Major Amendment would allow a two-story building addition and associated site improvements on the northeast side of the campus. Meeting Dates Neighborhood Meeting: June 16, 2025 Public Hearing: June 23, 2025 Council Action: July 15, 2025 Recommended Action Motion to recommend approval of the PUD Major Amendment based on the findings in the staff report. Recommended motion language: "I move to recommend approval of the Major Amendment to the Planned Unit Development at 9100 Plymouth Avenue, based on the findings in the staff report." Supporting Documents Staff Report Project Plans 25 Date: June 23, 2025 To: Golden Valley Planning Commission From: Jacquelyn Kramer, Senior Planner Subject: Planned Unit Development (PUD) Major Amendment for General Mills James Ford Bell (JFB) Campus (PUD No. 83) Subject Property Location: 9000 Plymouth Avenue North Parcel ID Number: 3011821340004 Applicant/Property Owner: Mamie Harvey, on behalf of General Mills Site Size: 48.8 acres Future Land Use: Industrial Zoning District: I - Industrial Existing Uses: Manufacturing, warehouse, and research & development Adjacent Properties: Single family homes to the east and west; open space to the north; Plymouth Avenue and open space to the south Project Proposal General Mills originally developed 9000 Plymouth Avenue in 1960 as a food research facility. The parcel north of the JFB campus (9145 Earl Street) is undeveloped open space with walking trails available for public use through an agreement between the City and General Mills. The applicant proposes construction of Wing 18, a two-story addition to the primary building on the JFB campus. The Wing 18 addition will include two occupied floors and a fan loft to support pilot plant technical services, storage, and associated mechanical and electrical systems. The addition will be used as research and development space with associated supportive uses in a similar manner as the rest of the JFB campus. General Mills does not anticipate more on-site employees as a result of this addition. A below-grade utility tunnel will connect Wing 18 to the existing chiller plant, enhancing overall operational efficiency. Site improvements will include paving modifications to accommodate fire truck access and a new loading dock for Wing 18, as well as construction of the utility tunnel. Grading and landscaping revisions will be implemented to manage stormwater runoff and to provide visual screening from the surrounding neighborhood. The project will occur in three phases. The first phase will include site and utility work, and the second phase will provide accessibility and toilet/locker room upgrades on two levels. The first two phases of the project have a completion date of March 2026. The final phase, construction of the Wing 18 addition, is expected to be completed by May 2027. v 26 The Wing 18 addition will utilize the same exterior materials currently in use across the JFB campus, including brick cladding and corrugated metal, ensuring architectural continuity. Landscape modifications on the north side of Wing 18 will align with existing campus landscaping, featuring trees, shrubs, grasses, and stone to create a welcoming and cohesive environment adjacent to the existing north staff entrance. On the east side, new trees will be planted to maintain the City’s requirements for tree preservation and preserve the visual buffer along the eastern edge of the property. Site Image 2018 aerial photo (Hennepin County) Location of proposed addition 27 Planning Analysis The City approved PUD No. 83 when General Mills developed the site, and the PUD has been amended five times since then as the campus has expanded. Now, the applicant seeks approval to amend PUD No. 83 to allow a two-story building addition and related site work on the northeast portion of the campus. PUD amendments may be processed in one of three ways: 1. Administrative Amendments 2. Minor Amendments 3. Major Amendments This request is considered as Major Amendment due to some of the proposed changes to the site, including the proposed changes to site circulation and removal of some of the existing private road network to accommodate the proposed addition. In reviewing this application, staff has examined the request in accordance with the standards outlined in Section 113-123 of the Code, which provides the criteria for granting a PUD Major Amendment. The PUD district intent is “to provide an optional method of regulating land use which permits flexibility from the other provisions of the City Code, including flexibility in uses allowed, setbacks, height, parking requirements, number of buildings on a lot, and similar regulations in exchange for public benefit in the form of amenities.” Approval of a PUD amendment requires the following findings be made by the City: 1. Quality Site Planning. The PUD plan is tailored to the specific characteristics of the site and achieves a higher quality of site planning and design than generally expected under conventional provisions of this chapter. The proposed changes include an expanded turning loop for emergency vehicles so that emergency access to the new and existing buildings will be maintained. 2. Preservation. The PUD plan preserves and protects substantial desirable portions of the site's characteristics, open space and sensitive environmental features including steep slopes, trees, scenic views, creeks, wetlands and open waters. The addition’s location minimizes the impact to trees and landscaping on the site. Additional trees and landscaping will be planted to comply with the City’s tree preservation policy and to screen the new addition from neighboring properties. Access to the public trails north of the project site will be maintained throughout construction, and trees in the nature area will not be impacted by construction activities. 3. Efficient; Effective. The PUD plan includes efficient and effective use (which includes preservation) of the land. The proposed building plans efficiently increase space for research and development, warehouse, and supportive uses on the site. The new utility tunnel will provide increase operational efficiency of the campus will keeping utility facilities underground. 4. Consistency. The PUD plan results in development that is compatible with adjacent uses and consistent with the Comprehensive Plan and redevelopment plans and goals. The addition will contain the same uses as those currently operating on the site, including R&D 28 and warehouse uses. The project allows the user to continue and expand their business on the site while minimizing impacts to neighboring properties. 5. General Health. The PUD plan is consistent with preserving and improving the general health, safety and general welfare of the people of the City. The proposed changes will have no impact on the health, safety, or welfare of the community. The proposed uses are similar to the existing uses on the site and do not generate any nuisances or impacts on neighboring properties. The addition will not result in additional employees on-site. Traffic and parking demand will remain at similar levels as they are today. 6. Meets Requirements. The PUD plan meets the intent and purpose provisions of Subsection (a) of this section and all other provisions of this section. The application meets the intent of the PUD district by allowing uses and site design that would otherwise not be achievable through the normal zoning regulations. Staff finds the application meets all the requirements for PUD Amendments in Section 113-123. Public Notification As required by ordinance, a neighborhood notice was published in the local paper of record and mailed to all properties within 500 feet of the site. Additionally, the Neighborhood Notification Policy requires the applicant to hold a neighborhood meeting. The meeting was held at City Hall on June 16, 2025, and included a remote attendance option via Teams. Attendees included the required City staff member, the two applicant representatives and four members of the public (one remote). The group discussed the former driveway off Boone Avenue and the applicant confirmed there are no plans to reopen this entrance. The applicant also explained the landscaping that would maintain a visual screen between the new addition and the neighboring properties. No one voiced opposition to the project. At the time of this staff report, staff has received no written comments on the application. Recommendation Staff recommends approval of the Major PUD Amendment, subject to the findings in the staff report. Next Steps City Council will take action on the application on July 15, 2025. Staff Contact Information Prepared by: Jacquelyn Kramer Senior Planner jkramer@goldenvalleymn.gov Reviewed by: Chloe McGuire, AICP Deputy Community Development Director cmcguire@goldenvalleymn.gov 29 30 ................................................................. OWNER TO MODIFY ADA PARKING PRIOR TO PROJECT OWNER TO MODIFY ADA PARKING PRIOR TO PROJECT N SCALE IN FEET 0 40 80 (Per Hennepin County Tax Records) Lot 1, Block 1, GENERAL MILLS P.U.D. NO. 83, Hennepin County, Minnesota. DESCRIPTION OF PROPERTY SURVEY REPORT 1.No boundary work was performed for this survey. Line work for lots and roads are approximate, provisional in nature, and subject to amendment. 2.This survey was prepared without the benefit of a Title Commitment. There may or may not be easements of record encumbering this property. 3.The address, if disclosed in documents provided to or obtained by the surveyor, or observed while conducting the fieldwork is 9000 Plymouth Avenue N, Golden Valley, Minnesota 55427. 4.The bearings for this survey are based on the Hennepin County Coordinate System NAD 83 (1986 Adjust). 5.Benchmark: MnDOT Station STRASSBURG MNDT In Golden Valley, 1.25 miles north along TH 169 from the junction of TH 169 and I-394; 111.7 feet south-southeast of the southeast corner of TH 169 bridge over the railroad; 30.0 feet east of northbound TH 169; 77.4 feet south-southwest of a light pole; 5.7 feet east of the guardrail; 3.3 feet west of a witness post. Elevation = 923.59 feet (NGVD29) Site Benchmark: Top nut of hydrant located southwest of JFB ANNEX Building, as shown hereon. Elevation = 945.81 feet (NGVD29) SURVEY LEGEND SURVEY REPORT 6.We have shown underground utilities on and/or serving the surveyed property per Gopher State One-Call Ticket Nos. 250060017 and 250060020. The following utilities and municipalities were notified: ARVIG (218)346-8174 AT&T TRANSMISSION (866)460-6324 COMCAST (800)778-9140 CITY OF GOLDEN VALLEY (763)286-8898 CENTURYLINK (800)778-9140 CONSOLIDATED COMM. I (800)778-9140 GENERAL MILLS (320)963-2400 MCI (800)624-9675 CENTER POINT ENERGY (800)778-9140 LEVEL 3 NOW LUMEN (877)366-8344 XCEL ENERGY (800)848-7558 ZAYO BANDWIDTH (800)961-6500 ZAYO ENT. NETWORKS (218)346-8174 i.Utility operators do not consistently respond to locate requests through the Gopher State One Call service for surveying purposes such as this. Those utility operators that do respond, often will not locate utilities from their main line to the customer's structure or facility. They consider those utilities “private” installations that are outside their jurisdiction. These “private” utilities on the surveyed property or adjoining properties, may not be located since most operators will not mark such "private" utilities. A private utility locator may be contacted to investigate these utilities further, if requested by the client. ii.Maps provided by those notified above, either along with a field location or in lieu of such a location, are very often inaccurate or inconclusive. EXTREME CAUTION MUST BE EXERCISED BEFORE AN EXCAVATION TAKES PLACE ON OR NEAR THIS SITE. BEFORE DIGGING, YOU ARE REQUIRED BY LAW TO NOTIFY GOPHER STATE ONE CALL AT LEAST 48 HOURS IN ADVANCE AT 811 or (651) 454-0002. 7.The field work was completed on January 30, 2024. 8.Snow and ice conditions during winter months may obscure otherwise visible evidence of on site improvements and/or utilities. SPOT ELEVATION SIGN WATER MANHOLE / WELL CATCH BASIN CONTOUR CONCRETE CURB STORM SEWER SANITARY SEWER UNDERGROUND FIBER OPTIC WATERMAIN UNDERGROUND ELECTRIC CONCRETE ELECTRIC TRANSFORMER TELEPHONE PEDESTAL UTILITY PEDESTAL ELECTRIC MANHOLE UTILITY MANHOLE GAS METER HAND HOLE UNDERGROUND GAS YARD LIGHT GUY WIRE CULVERT FLAG POLE GUARD POST OVERHEAD UTILITY POST INDICATOR VALVE ELEV @ THRESHOLD GUARDRAIL / HANDRAIL ROOF DRAIN ELECTRIC OUTLET TREE LINE CLEANOUT DISABLED PARKING STALL FLARED END SECTION TOP OF CURB VAULT AIR CONDITIONING UNIT TOP NUT HYDRANT AREA DRAIN CHAIN LINK FENCE IRON FENCE WOOD FENCE EXISTING BUILDING RETAINING WALL STORM MANHOLE SANITARY MANHOLE HYDRANT GATE VALVE NO PARKING FIRE CONNECTION MAPPED UNDERGROUND ELECTRIC MAPPED UNDERGROUND TELEPHONE MAPPED UNDERGROUND GAS VENT EXISTING BUILDING DECK & STAIRS LIGHT POLE POWER POLE RIP-RAP LOADING DOCK ACCESS POST MAPPED SANITARY SEWER MAPPED WATERMAIN MAPPED ABANDONED WATERMAIN MAPPED STORM SEWER MAPPED UNDERGROUND CABLE TV MAPPED UNDERGROUND FIBER OPTIC A 2 3 4 5 6 B C D E General Mills - James Ford Bell Research Center GMI - JFB WING 18 1 POW 3450 PROJECT CLIENT ARCHITECT Alliiance 400 Clifton Avenue Minneapolis, MN 55403 612.874.4100 STRUCTURAL ENGINEER MEYER BORGMAN JOHNSON 801 Nicollet Mall, Suite W2000 Minneapolis, Minnesota 55402 612.338.0713 MECHANICAL, ELECTRICAL, PLUMBING ENGINEERS MICHAUD COOLEY ERICKSON 333 South 7th Street, Suite 1200 Minneapolis, Minnesota 55402 612.339.4941 CIVIL ENGINEER & LANDSCAPE ARCHITECT LOUCKS INC. 12755 Hwy 55, Suite R100 Plymouth, Minnesota 55441 763.424.5505 ISSUED FOR DATE Copyright 2025 Alliiance PRELIMINARY NOT FOR CONSTRUCTION SENSITIVE SECURITY INFORMATION WARNING: THIS RECORD CONTAINS SENSITIVE SECURITY INFORMATION THAT IS CONTROLLED UNDER 49 C.F.R. PARTS 15 AND 1520. NO PART OF THIS RECORD MAY BE DISCLOSED TO PERSONS WITHOUT A "NEED TO KNOW," AS DEFINED IN 49 C.F.R. PARTS 15 AND 1520, EXCEPT WITH THE WRITTEN PERMISSION OF THE ADMINISTRATOR OF THE TRANSPORTATION SECURITY ADMINISTRATION OR THE SECRETARY OF TRANSPORTATION. UNAUTHORIZED RELEASE MAY RESULT IN CIVIL PENALTIES OR OTHER ACTION. FOR U.S. GOVERNMENT AGENCIES, PUBLIC DISCLOSURE GOVERNED BY 5 U.S.C. 552 AND 49 C.F.R. PARTS 15 AND 1520 COMMISSION NO PUD SUBMISSION 06/02/2025 GENERAL CONTRACTOR MCGOUGH 2737 Fairview Avenue North St. Paul, MN 55113 651.633.5050 ROOFING AND WATERPROOFING CONSULTANT ROOF SPEC INC. 2400 Prior Avenue North, Suite 102 St. Paul, MN 55113 651.271.5471 c1.01EXISTING CONDITIONS PLAN31 .............. REMOVE BITUMINOUS PAVEMENT-TYP. REMOVE BITUMINOUS PAVEMENT-TYP. REMOVE CONCRETE PAVEMENT-TYP. REMOVE CONCRETE PAVEMENT-TYP. REMOVE CURB & GUTTER-TYP. REMOVE LIGHT POLE & ASSOCIATED INFRASTRUCTURE-TYP. (COORDINATE W/ ELECTRICAL & UTILITY COMPANY) REMOVE HYDRANT & VALVE-TYP. REMOVE STORM SEWER STRUCTURE-TYP. REMOVE STORM SEWER STRUCTURE-TYP. REMOVE STORM SEWER STRUCTURE-TYP. REMOVE STORM SEWER-TYP. REMOVE SANITARY SEWER STRUCTURE-TYP. REMOVE SANITARY SEWER-TYP. REMOVE LIGHT POLE & ASSOCIATED INFRASTRUCTURE-TYP. (COORDINATE W/ ELECTRICAL & UTILITY COMPANY) REMOVE LIGHT POLE & ASSOCIATED INFRASTRUCTURE-TYP. (COORDINATE W/ ELECTRICAL & UTILITY COMPANY) REMOVE STORM SEWER-TYP. SEE MECHANICAL PLANS FOR RE-ROUTE OF ROOF LEADER REMOVE WATERMAIN-TYP. REMOVE BITUMINOUS PAVEMENT-TYP. REMOVE CURB & GUTTER-TYP. REMOVE CURB & GUTTER-TYP. REPLACE STORM SEWER STRUCTURE REINSTALL LIGHT POLE-TYP. REMOVE CONCRETE STOOP-TYP.REMOVE METER-TYP. REMOVE ADA SIGNS REMOVE STORM ABANDON STORM SEWER SALVAGE BENCHES FOR OWNER EXCHANGE STORM CASTING SEE c4.02 REMOVE BIKE RACKS PROTECT STOOP TO REMAIN PROTECT STOOP TO REMAIN PROTECT FENCE REMOVE CURB & GUTTER-TYP. ABANDON SANITARY SEWER AND STRUCTURE IN PLACE-TYP. REMOVE UTILITIES FOR TUNNEL INSTALL REMOVE BITUMINOUS PAVEMENT-TYP. REMOVE BITUMINOUS PAVEMENT-TYP. CONTRACTOR TO SELECTIVELY DEMO TO LIMIT IMPACTS TO STAIRS AND STOOP(S) RE-STRIPE PARKING STALL POT-HOLING BY MEANS OF VACUUM TRUCK. SAW CUT BITUMINOUS-TYP SAW CUT BITUMINOUS-TYP SAW CUT BITUMINOUS-TYP REMOVE CURB & GUTTER FOR LANE WIDENING A 2 3 4 5 6 B C D E General Mills - James Ford Bell Research Center GMI - JFB WING 18 1 POW 3450 PROJECT CLIENT ARCHITECT Alliiance 400 Clifton Avenue Minneapolis, MN 55403 612.874.4100 STRUCTURAL ENGINEER MEYER BORGMAN JOHNSON 801 Nicollet Mall, Suite W2000 Minneapolis, Minnesota 55402 612.338.0713 MECHANICAL, ELECTRICAL, PLUMBING ENGINEERS MICHAUD COOLEY ERICKSON 333 South 7th Street, Suite 1200 Minneapolis, Minnesota 55402 612.339.4941 CIVIL ENGINEER & LANDSCAPE ARCHITECT LOUCKS INC. 12755 Hwy 55, Suite R100 Plymouth, Minnesota 55441 763.424.5505 ISSUED FOR DATE Copyright 2025 Alliiance PRELIMINARY NOT FOR CONSTRUCTION SENSITIVE SECURITY INFORMATION WARNING: THIS RECORD CONTAINS SENSITIVE SECURITY INFORMATION THAT IS CONTROLLED UNDER 49 C.F.R. PARTS 15 AND 1520. NO PART OF THIS RECORD MAY BE DISCLOSED TO PERSONS WITHOUT A "NEED TO KNOW," AS DEFINED IN 49 C.F.R. PARTS 15 AND 1520, EXCEPT WITH THE WRITTEN PERMISSION OF THE ADMINISTRATOR OF THE TRANSPORTATION SECURITY ADMINISTRATION OR THE SECRETARY OF TRANSPORTATION. UNAUTHORIZED RELEASE MAY RESULT IN CIVIL PENALTIES OR OTHER ACTION. FOR U.S. GOVERNMENT AGENCIES, PUBLIC DISCLOSURE GOVERNED BY 5 U.S.C. 552 AND 49 C.F.R. PARTS 15 AND 1520 COMMISSION NO PUD SUBMISSION 06/02/2025 GENERAL CONTRACTOR MCGOUGH 2737 Fairview Avenue North St. Paul, MN 55113 651.633.5050 ROOFING AND WATERPROOFING CONSULTANT ROOF SPEC INC. 2400 Prior Avenue North, Suite 102 St. Paul, MN 55113 651.271.5471 N SCALE IN FEET 0 30 60 1.CONTRACTOR SHALL REMOVE AND/OR RELOCATE EXISTING PRIVATE UTILITIES AS NECESSARY. CONTRACTOR TO COORDINATE ACTIVITIES WITH UTILITY COMPANIES & OWNER. 2.CLEAR AND GRUB AND REMOVE ALL TREES NOTED FOR REMOVAL, VEGETATION AND SITE DEBRIS WITHIN CONSTRUCTION LIMITS PRIOR TO GRADING. STRIP TOP SOIL AND STOCKPILE ON-SITE. ALL REMOVED MATERIAL SHALL BE HAULED FROM THE SITE DAILY. ALL CLEARING AND GRUBBING AND REMOVALS SHALL BE PERFORMED PER THE CONTRACT SPECIFICATIONS. EROSION CONTROL MEASURES SHALL BE IMMEDIATELY ESTABLISHED UPON REMOVAL. SEE THE STORMWATER POLLUTION PREVENTION PLAN (SWPPP) / GRADING & EROSION CONTROL PLAN. 3.CONTRACTOR SHALL PROTECT SURFACE AND SUBSURFACE FEATURES NOT NOTED FOR REMOVAL. CONTRACTOR TO NOTIFY ENGINEER WITH ANY CONFLICTS OR PLAN DISCREPANCIES. 4.CONTRACTOR TO SCHEDULE PRE-CONSTRUCTION MEETING(S) WITH UTILITY OWNER(S) TO DISCUSS DISCONNECTIONS AND/OR RELOCATIONS. 5.REFER TO TREE INVENTORY, TREE PRESERVATION, AND TREE REPLACEMENT PLAN FOR REMOVAL AND REPLACEMENT OF ON SITE TREES. 6.CONTRACTOR TO VERIFY LOCATION OF SEPTIC FIELD(S) & WELL(S) ON SITE. COORDINATE REMOVALS AND/OR ABANDONMENT WITH THE APPLICABLE GOVERNING AGENCIES. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING APPLICABLE PERMITS. WELLS ON THE PROPERTY SHALL BE SEALED BY A MINNESOTA DEPARTMENT OF HEALTH (MDH) LICENSED CONTRACTOR. 7.BITUMINOUS PAVEMENT REMOVALS ARE TO BE MADE TO A VERTICAL SAW CUT OR TO A NEAT MILLED EDGE. 8.CONCRETE PAVEMENT, SIDEWALK, CURB & GUTTER AND OTHER POURED CONCRETE ITEMS ARE TO BE REMOVED TO AN EXISTING EXPANSION OR CONTRACTION JOINT. SAW CUT AS NECESSARY FOR A NEAT EDGE OF REMOVAL. 9.THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL AND REPLACEMENT OF ALL SIGNS, MAILBOXES, ETC. 10.ANY DAMAGE TO ITEMS NOT NOTED TO BE REMOVED SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND SHALL BE REPAIRED OR REPLACED TO ORIGINAL CONDITION WITH NO ADDITIONAL COMPENSATION. 11.ALL REMOVAL ITEMS SHALL BECOME THE PROPERTY OF THE CONTRACTOR UNLESS SPECIFIED OTHERWISE AND SHALL BE DISPOSED OF OFF-SITE IN A MANNER MEETING ALL APPLICABLE REGULATIONS. 12.CONTRACTOR SHALL COORDINATE ALL WORK WITHIN THE PUBLIC RIGHT OF WAY WITH THE APPLICABLE GOVERNING AGENCIES. ALL WORK SHALL BE PERFORMED PER THE REQUIREMENTS OF THE APPLICABLE GOVERNING AGENCIES. 13.CONTRACTOR TO COORDINATE ALL WORK WITHIN THE ADJACENT PROPERTIES WITH THE OWNER AND ADJACENT PROPERTY OWNER. 14.CONTRACTOR TO COORDINATE DEMOLITION PHASING WITH ALL DISCIPLINES INCLUDING BUT NOT LIMITED TO ARCHITECTURAL, STRUCTURAL, ELECTRICAL, MECHANICAL, & OWNER. 15.REFER TO THE GEOTECHNICAL REPORT PREPARED BY AMERICAN ENGINEERING TESTING, DATED APRIL 3, 2025 FOR INFORMATION INCLUDING BUT NOT LIMITED TO GROUNDWATER CONDITIONS AND RECOMMENDATIONS FOR EXCAVATION DEWATERING. 16.THE CONTRACTOR SHALL COORDINATE WITH THE OWNER FOR ANY REPAIRS TO THE IRRIGATION SYSTEM THAT IS AFFECTED DURING CONSTRUCTION. SITE DEMOLITION NOTES TOLL FREE: 1-800-252-1166 TWIN CITY AREA: 651-454-0002 Gopher State One Call CALL BEFORE YOU DIG! WARNING: THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND / OR RELOCATION OF LINES. THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. MILL AND OVERLAY EXISTING PARKING LOT REMOVE EXISTING CURB & GUTTER, RETAINING WALLS, FENCE, ETC. REMOVE EXISTING MANHOLES, POWER POLES, LIGHT POLES, BOLLARDS, PARKING METERS, SIGNS, ETC. REMOVE EXISTING CONCRETE PAVING, SIDEWALKS, ETC. REMOVE EXISTING TREES REMOVE EXISTING UTILITIES REMOVE EXISTING BITUMINOUS PAVING REMOVE EXISTING BUILDING REMOVE EXISTING TREES/WOODS REMOVE EXISTING GRAVEL TREE PROTECTION FENCE DEMOLITION LEGEND SITE DEMOLITION PLANC1.02SAW CUT c 32 WING 18 FFE=942.55 ANNEX FFE=946.04 30'x75'SNOW STORAGEB612 CURB & GUTTER-TYP. (SEE DETAIL) B612 CURB & GUTTER-TYP. (SEE DETAIL) MATCH EXISTING CURB & GUTTER MATCH EXISTING CONCRETE SIDEWALK PEDESTRIAN RAMP-TYP. (SEE DETAIL ON c8.02) MATCH EXISTING CONCRETE PAVEMENT CURB AND GUTTER CONCRETE PAVEMENT-TYP. (SEE DETAIL) CONCRETE SIDEWALK-TYP. (SEE DETAIL ON c8.02)9' CURB TRANSITION AND PEDESTRIAN RAMP MATCH EXISTING CURB & GUTTER MATCH EXISTING CURB & GUTTER BOLLARD-TYP. (SEE DETAIL ON c8.02) LIGHT-DUTY BITUMINOUS PAVEMENT-TYP. (SEE DETAIL) R3.0' PEDESTRIAN RAMP-TYP. (SEE DETAIL) MATCH EXISTING CURB & GUTTER STRIPE IN ADA SYMBOL-TYP. (SEE DETAIL) R55.0' R25.0' R75.0' R25.0' R5.0' R25.0' RESTRIPE CROSSWALK 4-CONCRETE STAIRS WITH RAIL (SEE GRADING AND ARCHITECTURE PLAN) SPLASH BLOCK FOR OVERFLOW TYP. 23.425.0 6.0 10.0 8.0 22.6 3.2 4.5 15.6 32.5 20.0 13.5 TIP-OUT DEPRESSED CURB & GUTTER (SEE DETAIL ON c8.02) CONCRETE SIDEWALK WITH SNOWMELT-TYP. (SEE DETAIL) CONCRETE PAD-TYP. (SEE DETAIL) FIRE TURNAROUND HEAVY-DUTY BITUMINOUS -(SEE DETAIL) HEAVY-DUTY BITUMINOUS -(SEE DETAIL) HEAVY-DUTY BITUMINOUS -(SEE DETAIL) HEAVY-DUTY BITUMINOUS -(SEE DETAIL) RE-STRIPE PARKING-(SEE DETAIL) RE-STRIPE PARKING-(SEE DETAIL) R10.0' R5.0' R15.0' 5-CONCRETE STAIRS WITH RAIL (SEE GRADING AND ARCHITECTURE PLAN) R28.0'B612 CURB & GUTTER-TYP. (SEE DETAIL) SURMOUNTABLE CURB FOR SNOW STORAGE/REMOVAL 5' CURB TRANSITION BOX CULVERT TUNNEL SEE c4.03 FOR SECTION VIEWS SEE c2.02 FOR NEW TURNAROUND ENTIRE PLAN SET TO BE UPDATED TO MATCH THAT LAYOUT A 2 3 4 5 6 B C D E General Mills - James Ford Bell Research Center GMI - JFB WING 18 1 POW 3450 PROJECT CLIENT ARCHITECT Alliiance 400 Clifton Avenue Minneapolis, MN 55403 612.874.4100 STRUCTURAL ENGINEER MEYER BORGMAN JOHNSON 801 Nicollet Mall, Suite W2000 Minneapolis, Minnesota 55402 612.338.0713 MECHANICAL, ELECTRICAL, PLUMBING ENGINEERS MICHAUD COOLEY ERICKSON 333 South 7th Street, Suite 1200 Minneapolis, Minnesota 55402 612.339.4941 CIVIL ENGINEER & LANDSCAPE ARCHITECT LOUCKS INC. 12755 Hwy 55, Suite R100 Plymouth, Minnesota 55441 763.424.5505 ISSUED FOR DATE Copyright 2025 Alliiance PRELIMINARY NOT FOR CONSTRUCTION SENSITIVE SECURITY INFORMATION WARNING: THIS RECORD CONTAINS SENSITIVE SECURITY INFORMATION THAT IS CONTROLLED UNDER 49 C.F.R. PARTS 15 AND 1520. NO PART OF THIS RECORD MAY BE DISCLOSED TO PERSONS WITHOUT A "NEED TO KNOW," AS DEFINED IN 49 C.F.R. PARTS 15 AND 1520, EXCEPT WITH THE WRITTEN PERMISSION OF THE ADMINISTRATOR OF THE TRANSPORTATION SECURITY ADMINISTRATION OR THE SECRETARY OF TRANSPORTATION. UNAUTHORIZED RELEASE MAY RESULT IN CIVIL PENALTIES OR OTHER ACTION. FOR U.S. GOVERNMENT AGENCIES, PUBLIC DISCLOSURE GOVERNED BY 5 U.S.C. 552 AND 49 C.F.R. PARTS 15 AND 1520 COMMISSION NO PUD SUBMISSION 06/02/2025 GENERAL CONTRACTOR MCGOUGH 2737 Fairview Avenue North St. Paul, MN 55113 651.633.5050 ROOFING AND WATERPROOFING CONSULTANT ROOF SPEC INC. 2400 Prior Avenue North, Suite 102 St. Paul, MN 55113 651.271.5471 N SCALE IN FEET 0 30 60 1.MINNESOTA STATE STATUTE REQUIRES NOTIFICATION PER "GOPHER STATE ONE CALL" PRIOR TO COMMENCING ANY GRADING, EXCAVATION OR UNDERGROUND WORK. 2.THE CONTRACTOR SHALL FIELD VERIFY LOCATIONS AND ELEVATIONS OF EXISTING UTILITIES AND TOPOGRAPHIC FEATURES PRIOR TO COMMENCEMENT OF CONSTRUCTION ACTIVITY. THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY DISCREPANCIES OR VARIATIONS FROM THE PLANS. 3.THE CONTRACTOR SHALL TAKE ALL PRECAUTIONS NECESSARY TO AVOID PROPERTY DAMAGE TO ADJACENT PROPERTIES DURING THE CONSTRUCTION PHASE OF THIS PROJECT. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR ANY DAMAGES TO ADJACENT PROPERTIES OCCURRING DURING THE CONSTRUCTION PHASE OF THIS PROJECT. 4.THE CONTRACTOR WILL BE RESPONSIBLE FOR PROVIDING AND MAINTAINING TRAFFIC CONTROL DEVICES TO CONTROL THE MOVEMENT OF TRAFFIC WHERE NECESSARY. ALL TRAFFIC CONTROL SHALL BE PROVIDED BY THE CONTRACTOR AND SHALL BE ESTABLISHED PER THE REQUIREMENTS OF THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) AND THE APPLICABLE GOVERNING AGENCIES. PLACEMENT OF THESE DEVICES SHALL BE APPROVED BY THE ENGINEER PRIOR TO PLACEMENT. ALL PUBLIC STREETS SHALL BE OPEN TO TRAFFIC AT ALL TIMES UNLESS APPROVED BY THE GOVERNING AGENCY. 5.IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, THE CONTRACTOR WILL BE SOLELY AND COMPLETELY RESPONSIBLE FOR CONDITIONS ON THE JOB SITE, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY DURING THE PERFORMANCE OF THE WORK. THIS REQUIREMENT WILL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. 6.THE DUTY OF THE ENGINEER OR THE DEVELOPER TO CONDUCT CONSTRUCTION REVIEW OF THE CONTRACTORS PERFORMANCE IS NOT INTENDED TO INCLUDE REVIEW OF THE ADEQUACY OF THE CONTRACTORS SAFETY MEASURES IN, OR NEAR THE CONSTRUCTION SITE. 7.BEFORE BEGINNING CONSTRUCTION THE CONTRACTOR SHALL INSTALL EROSION AND SEDIMENTATION CONTROL MEASURES IN ACCORDANCE WITH NPDES PERMIT REQUIREMENTS, BEST MANAGEMENT PRACTICES, STATE AND LOCAL REQUIREMENTS AND THE ASSOCIATED PROJECT PLANS AND DETAILS. 8.ALL CONSTRUCTION PERMITS, APPLICATIONS, BONDS, AND FEES ARE THE RESPONSIBILITY OF THE CONTRACTOR. 9.ALL ENTRANCES, CONNECTIONS TO CITY STREETS, SIDEWALKS, CURBS AND RAMPS IN THE RIGHT-OF-WAY SHALL BE CONSTRUCTED PER THE REQUIREMENTS OF THE STATE AND LOCAL JURISDICTIONS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL PERMITS AND NOTIFICATIONS AS REQUIRED. 10.ADJUST ALL EXISTING STRUCTURES, BOTH PUBLIC AND PRIVATE TO THE PROPOSED GRADES WHERE DISTURBED AND COMPLY WITH ALL REQUIREMENTS OF THE UTILITY OWNERS. STRUCTURES BEING RESET TO PAVED AREAS MUST MEET OWNERS REQUIREMENTS FOR TRAFFIC LOADING. GENERAL NOTES 1.ALL PAVING, CONCRETE CURB, GUTTER AND SIDEWALK SHALL BE FURNISHED AND INSTALLED IN ACCORDANCE WITH THE DETAILS SHOWN PER THE DETAIL SHEET(S) AND APPLICABLE GOVERNING AGENCY REQUIREMENTS. 2.ALL CURB DIMENSIONS SHOWN ARE TO THE FACE OF CURB UNLESS OTHERWISE NOTED. 3.ALL BUILDING DIMENSIONS ARE TO THE OUTSIDE FACE OF WALL UNLESS OTHERWISE NOTED. 4.BITUMINOUS IMPREGNATED FIBER BOARD TO BE PLACED AT FULL DEPTH OF CONCRETE ADJACENT TO EXISTING STRUCTURES AND BEHIND CURB ADJACENT TO DRIVEWAYS AND SIDEWALKS. 5.SEE SITE ELECTRICAL PLAN FOR SITE LIGHTING. 6.REFER TO THE GEOTECHNICAL REPORT PREPARED BY AMERICAN ENGINEERING TESTING, DATED APRIL 3, 2025 FOR AN EXISTING SUBSURFACE SITE CONDITION ANALYSIS AND CONSTRUCTION RECOMMENDATIONS INCLUDING BUT NOT LIMITED TO PAVEMENTS AND EXTERIOR SLABS. SITE NOTES 1.CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SITE SIGNAGE AND STRIPING AS SHOWN ON THIS PLAN. 2.CONTRACTOR SHALL PAINT ANY/ALL DIRECTIONAL TRAFFIC ARROWS, AS SHOWN, IN YELLOW PAINT. 3.ALL SIGNAGE SHALL INCLUDE POST, CONCRETE FOOTING AND STEEL CASING WHERE REQUIRED. 4.ALL SIGNAGE NOT PROTECTED BY CURB, LOCATED IN PARKING LOT OR OTHER PAVED AREAS TO BE PLACED IN STEEL CASING, FILLED WITH CONCRETE AND PAINTED YELLOW. REFER TO DETAIL(S). 5.ANY/ALL STOP SIGNS TO INCLUDE A 24" WIDE PAINTED STOP BAR IN WHITE PAINT, PLACED AT THE STOP SIGN LOCATION, A MINIMUM OF 4' FROM CROSSWALK IF APPLICABLE. ALL STOP BARS SHALL EXTEND FROM DIRECTIONAL TRANSITION BETWEEN LANES TO CURB. 6.ALL SIGNS TO BE PLACED 18" BEHIND BACK OF CURB UNLESS OTHERWISE NOTED. SIGNAGE AND STRIPING NOTES DISTURBED AREA: 2.32 ± AC EXISTING IMPERVIOUS AREA: 0.78 ± AC (34%)* (REDEVELOPED) PROPOSED IMPERVIOUS AREA: 1.46 ± AC (63%)* (0.68 NET NEW) *IMPERVIOUS AREAS BASED ON DISTURBED AREA ONLY SITE DATA PARKING STALL COUNT ACCESSIBLE PARKING STALL 2 LEGEND CATCH BASIN STORM SEWER SANITARY SEWER WATERMAIN STORM MANHOLE SANITARY MANHOLE HYDRANT GATE VALVE SPOT ELEVATION SIGN LIGHT POLE POWER POLE WATER MANHOLE / WELL CONTOUR CONCRETE CURB UNDERGROUND ELECTRIC CONCRETE TELEPHONE PEDESTAL UNDERGROUND TELEPHONE UNDERGROUND GAS OVERHEAD UTILITY CHAIN LINK FENCE BUILDING RETAINING WALL NO PARKING UNDERGROUND FIBER OPTIC SANITARY SEWER SERVICE WATER SERVICE ELECTRIC METER GAS METER TREE LINE EXISTING PROPOSED 972 DRAINTILE FORCEMAIN 373PARKING SETBACK LINE BUILDING SETBACK LINE 2 FENCE FLARED END SECTION POST INDICATOR VALVE BENCHMARK SOIL BORING 3DIRECTION OF FLOW 1.0% 972.5 TOLL FREE: 1-800-252-1166 TWIN CITY AREA: 651-454-0002 Gopher State One Call CALL BEFORE YOU DIG! WARNING: THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND / OR RELOCATION OF LINES. THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. B612 CURB & GUTTER (STANDARD) NOTE: SEE CURB & GUTTER DETAILS ON SHEET c8.01. CURB TYPES NOTE: SEE PAVEMENT SECTIONS ON SHEET c8.01 FOR TYPE AND DEPTH INFORMATION. CONCRETE SIDEWALK HEAVY-DUTY BITUMINOUS PAVEMENT CONCRETE PAVEMENT PAVEMENT TYPES c2.01SITE PLANWITH SNOWMELT BASE SCOPE LIGHT-DUTY BITUMINOUS PAVEMENT DEPRESSED CURB & GUTTER (TIP OUT) 33 .............. LIMIT OF DISTURBANCE EXISTING DECIDUOUS TREE TO BE REMOVED (TYP.) EXISTING DECIDUOUS TREE TO BE REMOVED (TYP.) EXISTING DECIDUOUS TREE TO BE REMOVED (TYP.) LIMIT OF DISTURBANCE LIMIT OF DISTURBANCE EXISTING DECIDUOUS TREE TO BE SAVED (TYP.) EXISTING DECIDUOUS TREE TO BE SAVED (TYP.) EXISTING DECIDUOUS TREE TO BE SAVED (TYP.) P P P P PP PP P P P PP P P P P PPPP P P P P P P P POTENTIALLY SAVED TREES IF STORMWATER STRATEGY ACCEPTABLE A 2 3 4 5 6 B C D E General Mills - James Ford Bell Research Center GMI - JFB WING 18 1 POW 3450 PROJECT CLIENT ARCHITECT Alliiance 400 Clifton Avenue Minneapolis, MN 55403 612.874.4100 STRUCTURAL ENGINEER MEYER BORGMAN JOHNSON 801 Nicollet Mall, Suite W2000 Minneapolis, Minnesota 55402 612.338.0713 MECHANICAL, ELECTRICAL, PLUMBING ENGINEERS MICHAUD COOLEY ERICKSON 333 South 7th Street, Suite 1200 Minneapolis, Minnesota 55402 612.339.4941 CIVIL ENGINEER & LANDSCAPE ARCHITECT LOUCKS INC. 12755 Hwy 55, Suite R100 Plymouth, Minnesota 55441 763.424.5505 ISSUED FOR DATE Copyright 2025 Alliiance PRELIMINARY NOT FOR CONSTRUCTION SENSITIVE SECURITY INFORMATION WARNING: THIS RECORD CONTAINS SENSITIVE SECURITY INFORMATION THAT IS CONTROLLED UNDER 49 C.F.R. PARTS 15 AND 1520. NO PART OF THIS RECORD MAY BE DISCLOSED TO PERSONS WITHOUT A "NEED TO KNOW," AS DEFINED IN 49 C.F.R. PARTS 15 AND 1520, EXCEPT WITH THE WRITTEN PERMISSION OF THE ADMINISTRATOR OF THE TRANSPORTATION SECURITY ADMINISTRATION OR THE SECRETARY OF TRANSPORTATION. UNAUTHORIZED RELEASE MAY RESULT IN CIVIL PENALTIES OR OTHER ACTION. FOR U.S. GOVERNMENT AGENCIES, PUBLIC DISCLOSURE GOVERNED BY 5 U.S.C. 552 AND 49 C.F.R. PARTS 15 AND 1520 COMMISSION NO PUD SUBMISSION 06/02/2025 GENERAL CONTRACTOR MCGOUGH 2737 Fairview Avenue North St. Paul, MN 55113 651.633.5050 ROOFING AND WATERPROOFING CONSULTANT ROOF SPEC INC. 2400 Prior Avenue North, Suite 102 St. Paul, MN 55113 651.271.5471 N SCALE IN FEET 0 30 60 TOLL FREE: 1-800-252-1166 TWIN CITY AREA: 651-454-0002 Gopher State One Call CALL BEFORE YOU DIG! WARNING: THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND / OR RELOCATION OF LINES. THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER.TREE INVENTORY PLANL0.01NOTES: REFER TO SHEET l0.02 FOR TREE INVENTORY LIST AND TREE PRESERVATION DETAILS. LANDSCAPE LEGEND EXISTING TREES TO REMAIN EXISTING TREES TO BE REMOVEDX EXISTING TREES TO BE PROTECTED (SEE TREE PROTECTION DETAIL 1/l0.02)P 34 4 4 4 4 4 4 4 4 4 4 488888 8 8 8 8 8 8 8 8888888 BLF 11 LBL 22 BLF 18 LBL76 SH 13 FLM 38 SH 2 Ec 3 CN SF-102 LT-01 3 TA 44 DAS SCULPTURE TYP. (BY OWNER) LIMITS OF UNDERGROUND SNOW MELT SYSTEM LIMITS OF UNDERGROUND SNOW MELT SYSTEM RELOCATED BIKE REPAIR BLACK VINYL EDGER, TYP.BLACK VINYL EDGER, TYP. BLACK VINYL EDGER, TYP. CODE QTY BOTANICAL NAME COMMON NAME CONT.SIZE NOTES TREES CN 3 CERCIS CANADENSIS 'NORTHERN STRAIN'NORTHERN STRAIN EASTERN REDBUD 2.5" CAL.B&B EVERGREEN TREES BS 12 PICEA GLAUCA `DENSATA`BLACK HILLS SPRUCE 6` HEIGHT B&B FULL FORM SHRUBS Ec 2 EUONYMUS ALATUS 'COMPACTUS'COMPACT BURNING BUSH #5 PERENNIALS DAS 44 ASTILBE X ARENDSII `DEUTSCHLAND`DEUTSCHLAND ASTILBE 1 GAL CONT. CONIFEROUS SHRUBS TA 3 THUJA OCCIDENTALIS `TECHNY`TECHNY ARBORVITAE 10 GAL CONT. GRASSES BLF 30 FESTUCA GLAUCA `ELIJAH BLUE`BLUE FESCUE 1 GAL CONT. FLM 13 MISCANTHUS SINENSIS `PURPURASCENS`FLAME MISCANTHUS 1 GAL CONT. LBL 29 SCHIZACHYRIUM SCOPARIUM `THE BLUES`THE BLUES LITTLE BLUESTEM 1 GAL CONT. SH 114 SPOROBOLUS HETEROLEPIS PRAIRIE DROPSEED 1 GAL CONT. SYMBOL CODE BOTANICAL NAME COMMON NAME CONT.SIZE NOTES GROUND COVERS Dcb DRY CREEK BED NONE SEED TURF SEED SEED SOD TURF SOD SOD Rm-1 3" GRAY TRAP ROCK ROCK MULCH FLAT Sm 2 6" RIVER ROCK STONE MULCH NONE PLANT SCHEDULE CODE DESCRIPTION QTY SPEC.MATERIAL LIGHTING TREE UPLIGHT 3 SEE ELEC.METAL CODE DESCRIPTION QTY MATERIAL MANUFACTURER SITE FURNITURE LANDSCAPE FORMS RIDE-BR METRO40FT.S RIDE SERIES BIKE RACK. CAST ALUMINUM FRAME CONSTRUCTION. 28IN. W X 3.3IN. D X 26IN. H. BIKE RACK: BRONZE METALLIC 17 LT-01 SF-102 REFERENCE NOTES SCHEDULE A 2 3 4 5 6 B C D E General Mills - James Ford Bell Research Center GMI - JFB WING 18 1 POW 3450 PROJECT CLIENT ARCHITECT Alliiance 400 Clifton Avenue Minneapolis, MN 55403 612.874.4100 STRUCTURAL ENGINEER MEYER BORGMAN JOHNSON 801 Nicollet Mall, Suite W2000 Minneapolis, Minnesota 55402 612.338.0713 MECHANICAL, ELECTRICAL, PLUMBING ENGINEERS MICHAUD COOLEY ERICKSON 333 South 7th Street, Suite 1200 Minneapolis, Minnesota 55402 612.339.4941 CIVIL ENGINEER & LANDSCAPE ARCHITECT LOUCKS INC. 12755 Hwy 55, Suite R100 Plymouth, Minnesota 55441 763.424.5505 ISSUED FOR DATE Copyright 2025 Alliiance PRELIMINARY NOT FOR CONSTRUCTION SENSITIVE SECURITY INFORMATION WARNING: THIS RECORD CONTAINS SENSITIVE SECURITY INFORMATION THAT IS CONTROLLED UNDER 49 C.F.R. PARTS 15 AND 1520. NO PART OF THIS RECORD MAY BE DISCLOSED TO PERSONS WITHOUT A "NEED TO KNOW," AS DEFINED IN 49 C.F.R. PARTS 15 AND 1520, EXCEPT WITH THE WRITTEN PERMISSION OF THE ADMINISTRATOR OF THE TRANSPORTATION SECURITY ADMINISTRATION OR THE SECRETARY OF TRANSPORTATION. UNAUTHORIZED RELEASE MAY RESULT IN CIVIL PENALTIES OR OTHER ACTION. FOR U.S. GOVERNMENT AGENCIES, PUBLIC DISCLOSURE GOVERNED BY 5 U.S.C. 552 AND 49 C.F.R. PARTS 15 AND 1520 COMMISSION NO PUD SUBMISSION 06/02/2025 GENERAL CONTRACTOR MCGOUGH 2737 Fairview Avenue North St. Paul, MN 55113 651.633.5050 ROOFING AND WATERPROOFING CONSULTANT ROOF SPEC INC. 2400 Prior Avenue North, Suite 102 St. Paul, MN 55113 651.271.5471 N SCALE IN FEET 0 10 20 TOLL FREE: 1-800-252-1166 TWIN CITY AREA: 651-454-0002 Gopher State One Call CALL BEFORE YOU DIG!l1.01LANDSCAPE PLAN35 4 4 4 4 4 8888888888888888888844444448 8 8 8 8 8 888888884444444444444412 BS A 2 3 4 5 6 B C D E General Mills - James Ford Bell Research Center GMI - JFB WING 18 1 POW 3450 PROJECT CLIENT ARCHITECT Alliiance 400 Clifton Avenue Minneapolis, MN 55403 612.874.4100 STRUCTURAL ENGINEER MEYER BORGMAN JOHNSON 801 Nicollet Mall, Suite W2000 Minneapolis, Minnesota 55402 612.338.0713 MECHANICAL, ELECTRICAL, PLUMBING ENGINEERS MICHAUD COOLEY ERICKSON 333 South 7th Street, Suite 1200 Minneapolis, Minnesota 55402 612.339.4941 CIVIL ENGINEER & LANDSCAPE ARCHITECT LOUCKS INC. 12755 Hwy 55, Suite R100 Plymouth, Minnesota 55441 763.424.5505 ISSUED FOR DATE Copyright 2025 Alliiance PRELIMINARY NOT FOR CONSTRUCTION SENSITIVE SECURITY INFORMATION WARNING: THIS RECORD CONTAINS SENSITIVE SECURITY INFORMATION THAT IS CONTROLLED UNDER 49 C.F.R. PARTS 15 AND 1520. NO PART OF THIS RECORD MAY BE DISCLOSED TO PERSONS WITHOUT A "NEED TO KNOW," AS DEFINED IN 49 C.F.R. PARTS 15 AND 1520, EXCEPT WITH THE WRITTEN PERMISSION OF THE ADMINISTRATOR OF THE TRANSPORTATION SECURITY ADMINISTRATION OR THE SECRETARY OF TRANSPORTATION. UNAUTHORIZED RELEASE MAY RESULT IN CIVIL PENALTIES OR OTHER ACTION. FOR U.S. GOVERNMENT AGENCIES, PUBLIC DISCLOSURE GOVERNED BY 5 U.S.C. 552 AND 49 C.F.R. PARTS 15 AND 1520 COMMISSION NO PUD SUBMISSION 06/02/2025 GENERAL CONTRACTOR MCGOUGH 2737 Fairview Avenue North St. Paul, MN 55113 651.633.5050 ROOFING AND WATERPROOFING CONSULTANT ROOF SPEC INC. 2400 Prior Avenue North, Suite 102 St. Paul, MN 55113 651.271.5471 N SCALE IN FEET 0 10 20 TOLL FREE: 1-800-252-1166 TWIN CITY AREA: 651-454-0002 Gopher State One Call CALL BEFORE YOU DIG! WARNING: THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND / OR RELOCATION OF LINES. THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER.l1.02LANDSCAPE PLANCONTRACTOR SHALL VISIT SITE PRIOR TO SUBMITTING BID. HE SHALL INSPECT SITE AND BECOME FAMILIAR WITH EXISTING CONDITIONS RELATING TO THE NATURE AND SCOPE OF WORK. VERIFY LAYOUT AND ANY DIMENSIONS SHOWN AND BRING TO THE ATTENTION OF THE LANDSCAPE ARCHITECT ANY DISCREPANCIES WHICH MAY COMPROMISE THE DESIGN AND / OR INTENT OF THE PROJECT'S LAYOUT. ASSURE COMPLIANCE WITH ALL APPLICABLE CODES AND REGULATIONS GOVERNING THE WORK OR MATERIALS SUPPLIED. CONTRACTOR SHALL PROTECT ALL EXISTING ROADS, CURBS / GUTTERS, TRAILS, TREES, LAWNS AND SITE ELEMENTS DURING PLANTING OPERATIONS. ANY DAMAGE TO SAME SHALL BE REPAIRED AT NO COST TO THE OWNER. CONTRACTOR SHALL VERIFY ALIGNMENT AND LOCATION OF ALL UNDERGROUND AND ABOVE GRADE UTILITIES. CONTRACTOR TO PROVIDE THE NECESSARY PROTECTION FOR THE UTILITIES BEFORE CONSTRUCTION / MATERIAL INSTALLATION BEGINS. CONTRACTOR TO NOTIFY GENERAL CONTRACTOR OF ANY CONCERNS PRIOR TO INSTALLATION OF PLANTINGS. EXISTING CONTOURS, TRAILS, VEGETATION, CURB / GUTTER AND OTHER EXISTING ELEMENTS BASED UPON INFORMATION SUPPLIED TO LANDSCAPE ARCHITECT BY OTHERS. CONTRACTOR SHALL VERIFY ANY AND ALL DISCREPANCIES PRIOR TO CONSTRUCTION AND NOTIFY LANDSCAPE ARCHITECT OF SAME. THE ALIGNMENT AND GRADES OF THE PROPOSED WALKS, TRAILS AND / OR ROADWAYS ARE SUBJECT TO FIELD ADJUSTMENT REQUIRED TO CONFORM TO LOCALIZED TOPOGRAPHIC CONDITIONS AND TO MINIMIZE TREE REMOVAL AND GRADING. ANY CHANGE IN ALIGNMENT MUST BE APPROVED BY LANDSCAPE ARCHITECT. GENERAL NOTES IRRIGATION IS NOT PLANNED FOR THIS SITE. FOR THE HEALTH AND SURVIVAL OF ALL PROPOSED PLANTINGS, REGULAR WATERING OF THE PLANTINGS IS RECOMMENDED. FOR ESTABLISHMENT OF PLANTINGS, THE CONTRACTOR IS TO REGULARLY WATER NEWLY INSTALLED PLANTINGS UNTIL SUBSTANTIAL COMPLETION. CONTRACTOR TO PROVIDE OWNER WITH WATERING RECOMMENDATIONS OR WATERING CONTRACT FOR THE ONE (1) YEAR WARRANTY PERIOD. IRRIGATION NOTES 36 LEVEL 1 EL 942' -6" LEVEL 2 EL 956' -6" TUNNEL ENTRY LEVEL EL 920' -8" 3C a4.01 3C a4.01 3E a4.01 3E a4.01 1E a4.01 1E a4.01 FAN LOFT ROOF LEVEL -WING 18 EL 988' -6" LEVEL 3 EL 970' -6" FAN LOFT LEVEL - WING 18 EL 970' -6" O EJ WA-1 WA-1 WA-3 WA-1 WA-3 PREFIN MTL COPING EJ EJ PREFIN MTL COPING PREFIN MTL COPING PREFIN MTL COPING A-18B-18C-18D-18E-18F-18G-18H-18I-18J-18K-18L-18M-18 29'-10 1/2"48'-2"LEVEL 1 EL 942' -6" LEVEL 2 EL 956' -6" TUNNEL ENTRY LEVEL EL 920' -8" 3C a4.01 3C a4.01 3E a4.01 3E a4.01 1E a4.01 1E a4.01 FAN LOFT ROOF LEVEL -WING 18 EL 988' -6" LEVEL 3 EL 970' -6" FAN LOFT LEVEL - WING 18 EL 970' -6" O PREFIN MTL COPING PREFIN MTL COPING SCREEN WA-1 WA-1 NOT IN SCOPE WA-1 EJ EJ EJ EJ EJ EJ EJ EJ EJ EJEJ EJ PREFIN MTL COPING A-18 B-18 C-18 D-18 E-18 F-18 G-18 H-18 I-18 J-18 K-18 L-18 M-18 40'-0"LEVEL 1 EL 942' -6" LEVEL 2 EL 956' -6" 1C a4.02 1C a4.02 1E a4.02 1E a4.02 N3N4 FAN LOFT ROOF LEVEL -WING 18 EL 988' -6" FAN LOFT LEVEL - WING 18 EL 970' -6" WA-1 WA-3 WA-3 WA-1 PREFIN MTL COPING PREFIN MTL COPING 16'-5 3/4"3-18 2-18 1-18 40'-0"48'-2"20'-5 5/8"LEVEL 1 EL 942' -6" LEVEL 2 EL 956' -6" TUNNEL ENTRY LEVEL EL 920' -8" 1C a4.02 1C a4.02 1E a4.02 1E a4.02 N3 N4 FAN LOFT ROOF LEVEL -WING 18 EL 988' -6" FAN LOFT LEVEL - WING 18 EL 970' -6" N2 MECH EXHAUST FAN MECH RTU NOT IN SCOPE PREFIN MTL COPING SCREEN WA-3 PREFIN MTL COPING PREFIN MTL COPING NEW EXT OH DOOR 4'-0"3-182-181-18 EJEJ EJ WA-1 WA-1WA-1 WA-1 WA-3 WA-3 14'-4 1/2"40'-0"29'-10 1/2"A 2 3 4 5 6 B C D E 1 PROJECT CLIENT ARCHITECT Alliiance 400 Clifton Avenue Minneapolis, MN 55403 612.874.4100 STRUCTURAL ENGINEER MEYER BORGMAN JOHNSON 801 Nicollet Mall, Suite W2000 Minneapolis, Minnesota 55402 612.338.0713 MECHANICAL, ELECTRICAL, PLUMBING ENGINEERS MICHAUD COOLEY ERICKSON 333 South 7th Street, Suite 1200 Minneapolis, Minnesota 55402 612.339.4941 CIVIL ENGINEER LOUCKS INC. 12755 Hwy 55 Suite R100, Plymouth, Minnesota 55441 763.424.5505 GENERAL CONTRACTOR MCGOUGH 2737 FAIRVIEW AVENUE NORTH ST. PAUL, MN 55113 651.633.5050 ROOFING AND WATERPROOFING CONSULTANT ROOF SPEC INC. 2400 PRIOR AVENUE NORTH ST. PAUL, MN 551131 651.271.5471 ISSUED FOR DATE Copyright Alliiance PRELIMINARY NOT FOR CONSTRUCTION COMMISSION NO 6/2/2025 12:23:32 PMGeneral Mills - James Ford Bell Research Center GMI - JFB TRANSFORMAITON POW 3450 2025 POW 3450 EXTERIOR ELEVATIONSa3.013/32" = 1'-0"1E EXTERIOR ELEVATION W18 - SOUTH 3/32" = 1'-0"1D EXTERIOR ELEVATION W18 - NORTH 3/32" = 1'-0"3B EXTERIOR ELEVATION W18 - WEST 3/32" = 1'-0"1B EXTERIOR ELEVATION W18 - EAST KEYNOTE LEGEND PUD Submission 06/02/2025 2023022-05 PROJECT GMI - JFB WING 18 EXISTING MATERIAL CONDTIONS ON SITE BRICK CLADDING CORRUGATED METAL FINISHED METAL PANEL ALT- FINISHED METAL PANEL BRANDING OPPORTUNITY ALT- FINISHED METAL PANEL ALT- FINISHED METAL PANEL 37 4 4 4 WING 18 FFE=942.55 ANNEX FFE=946.04 4 888888888888888884444430'x75'SNOW STORAGE8 8 8 8 888444488940938939941942945943944946947940945945939941942943943943 944 944944945950 94 2 943 944 946947948949950 946 947948949 951952953 3.8%2. 7 %2.5%3.9%2.0%3.3 % 4.1% 4.4% 4.0% 4. 6%5.0%3.3% 1.8%1.9%3.2% 0.8%7.2% 2.2% 2.0%3:13:1 3: 13:1942.34 942.34 942.42 942.78943.62 943.56 944.26 945.87 945.74 945.57 946.00 945.52 945.19 944.96 945.22 941.55 941.82 940.49 937.54 938.39 938.61 942.42 942.14 939.85 938.46 940.99 941.70 942.19 942.19 941.60 939.73 939.01 938.55 938.55 938.78 938.94 938.82 938.59 938.78 938.52 937.87 938.08 938.45 938.90 938.70 941.47 941.67 943.44 943.54 943.82 943.49 942.50 942.59 942.42 942.13 941.25 941.62 943.04 943.09 943.23 945.76 945.84 946.22 946.42 946.51 944.79944.60 943.64 944.14 943.79 943.81 943.95 941.72 4.0% 2 . 5% 2 . 6% 942.84 942.79 943.40 943.46 943.74 943.93 945.87 945.76 945.53 945.15 945.19 937.74 2.2% 1. 6 % 3.8% 942.90 943.18 943.90 943.42 942.80 943.34 938.600.5%A 2 3 4 5 6 B C D E General Mills - James Ford Bell Research Center GMI - JFB WING 18 1 POW 3450 PROJECT CLIENT ARCHITECT Alliiance 400 Clifton Avenue Minneapolis, MN 55403 612.874.4100 STRUCTURAL ENGINEER MEYER BORGMAN JOHNSON 801 Nicollet Mall, Suite W2000 Minneapolis, Minnesota 55402 612.338.0713 MECHANICAL, ELECTRICAL, PLUMBING ENGINEERS MICHAUD COOLEY ERICKSON 333 South 7th Street, Suite 1200 Minneapolis, Minnesota 55402 612.339.4941 CIVIL ENGINEER & LANDSCAPE ARCHITECT LOUCKS INC. 12755 Hwy 55, Suite R100 Plymouth, Minnesota 55441 763.424.5505 ISSUED FOR DATE Copyright 2025 Alliiance PRELIMINARY NOT FOR CONSTRUCTION SENSITIVE SECURITY INFORMATION WARNING: THIS RECORD CONTAINS SENSITIVE SECURITY INFORMATION THAT IS CONTROLLED UNDER 49 C.F.R. PARTS 15 AND 1520. NO PART OF THIS RECORD MAY BE DISCLOSED TO PERSONS WITHOUT A "NEED TO KNOW," AS DEFINED IN 49 C.F.R. PARTS 15 AND 1520, EXCEPT WITH THE WRITTEN PERMISSION OF THE ADMINISTRATOR OF THE TRANSPORTATION SECURITY ADMINISTRATION OR THE SECRETARY OF TRANSPORTATION. UNAUTHORIZED RELEASE MAY RESULT IN CIVIL PENALTIES OR OTHER ACTION. FOR U.S. GOVERNMENT AGENCIES, PUBLIC DISCLOSURE GOVERNED BY 5 U.S.C. 552 AND 49 C.F.R. PARTS 15 AND 1520 COMMISSION NO PUD SUBMISSION 06/02/2025 GENERAL CONTRACTOR MCGOUGH 2737 Fairview Avenue North St. Paul, MN 55113 651.633.5050 ROOFING AND WATERPROOFING CONSULTANT ROOF SPEC INC. 2400 Prior Avenue North, Suite 102 St. Paul, MN 55113 651.271.5471 N SCALE IN FEET 0 30 60 1.SPOT ELEVATIONS REPRESENT FINISHED SURFACE GRADES, GUTTER/FLOW LINE, FACE OF BUILDING, OR EDGE OF PAVEMENT UNLESS OTHERWISE NOTED. 2.ALL ACCESSIBLE ROUTES SHALL BE CONSTRUCTED WITH A CROSS SLOPE NOT EXCEEDING 2% AND A RUNNING SLOPE NOT EXCEEDING 5%. 3.AT TURNING POINTS ALONG THE ACCESSIBLE ROUTE THE PAVEMENT SHALL NOT EXCEED 2% IN ANY DIRECTION FOR AN AREA 60" IN DIAMETER. 4.ALL PUBLIC SIDEWALKS SHALL BE CONSTRUCTED WITH A CROSS SLOPE NOT EXCEEDING 2% AND A RUNNING SLOPE NOT EXCEEDING 5%. 5.CATCH BASINS AND MANHOLES IN PAVED AREAS SHALL BE SUMPED 0.04 FEET. ALL CATCH BASINS IN GUTTERS SHALL BE SUMPED 0.16 FEET. RIM ELEVATIONS SHOWN ON PLANS DO NOT REFLECT SUMPED ELEVATIONS. 6.REFER TO GEOTECHNICAL EVALUATION REPORT DATED APRIL 3, 2025, AS PREPARED BY AMERICAN ENGINEERING TESTING, FOR AN EXISTING SUBSURFACE SITE CONDITION ANALYSIS AND CONSTRUCTION RECOMMENDATIONS INCLUDING BUT NOT LIMITED TO: A.REUSE OF ON-SITE SOILS B.GROUNDWATER AND RECOMMENDATIONS FOR EXCAVATION DEWATERING. C.SITE GRADING AND SUBGRADE PREPARATION. D.PAVEMENTS AND EXTERIOR SLABS. E.TRENCH EXCAVATION AND BACKFILL. F.EXTERIOR UTILITY SUPPORTS. G.FROST PROTECTION. 7.EXISTING SOILS ARE ASSUMED TO BE COARSE-GRAINED SOILS SC & CL PER THE UNIFIED SOIL CLASSIFICATION. CONTRACTOR TO NOTIFY ENGINEER IF EXISTING CONDITIONS DIFFER FROM ASSUMED SOIL CONDITIONS. 8.GRADING, INCLUDING BUT NOT LIMITED TO EXCAVATION AND BACKFILL, OF THE INFILTRATION AREA(S) SHALL BE ACCOMPLISHED USING LOW-IMPACT EARTH-MOVING EQUIPMENT TO PREVENT COMPACTION OF THE UNDERLYING SOILS. SMALL TRACKED DOZERS AND BOBCATS WITH RUNNER TRACKS ARE RECOMMENDED. NO WHEELED MACHINES SHALL BE USED. 9.SOIL BENEATH THE INFILTRATION AREA(S) SHALL BE RIPPED WITH A TOOTHED BUCKET TO REMOVE SOIL INTERFACE PRIOR TO BACKFILL. 10.A FLOOD TEST OR DOUBLE RING INFILTROMETER TEST SHALL BE COMPLETED FOR THE INFILTRATION SYSTEM TO VERIFY INFILTRATION RATES ARE WITHIN THE ACCEPTABLE RANGE OF 0.2 IN/HR. 11.CITY AND WATERSHED SHALL BE NOTIFIED AT LEAST 24 HOURS PRIOR TO CONSTRUCTION OF STORMWATER BMPS. 12.ALL DISTURBED UNPAVED AREAS ARE TO RECEIVE MINIMUM OF 4 INCHES OF TOP SOIL AND SEED/MULCH OR SOD. THESE AREAS SHALL BE WATERED/MAINTAINED BY THE CONTRACTOR UNTIL VEGETATION IS ESTABLISHED. REFER TO THE LANDSCAPE PLANS, DETAILS AND SPECIFICATIONS FOR FINAL SITE STABILIZATION. 13.FOR SITE RETAINING WALLS "TW" EQUALS SURFACE GRADE AT TOP FACE OF WALL (NOT TOP OF WALL), "GW" EQUALS SURFACE GRADE AT WALL GRADE TRANSITION, AND "BW" EQUALS SURFACE GRADE AT BOTTOM FACE OF WALL (NOT BOTTOM OF BURIED WALL COURSES). 14.FOR SITE STAIRS, "TS" EQUALS SURFACE ELEVATION AT TOP OF STAIRS AND "BS" EQUALS SURFACE ELEVATION AT BOTTOM OF STAIRS. REFER TO SITE PLAN FOR NUMBER OF RISERS AND RISER HEIGHT. 15.STREETS MUST BE CLEANED AND SWEPT WHENEVER TRACKING OF SEDIMENTS OCCURS AND BEFORE SITES ARE LEFT IDLE FOR WEEKENDS AND HOLIDAYS. A REGULAR SWEEPING SCHEDULE MUST BE ESTABLISHED. 16.DUST MUST BE ADEQUATELY CONTROLLED. 17.SEE SWPPP FOR ADDITIONAL EROSION CONTROL NOTES AND REQUIREMENTS. 18.SEE UTILITY PLAN FOR WATERMAIN, STORM SEWER, AND SANITARY SEWER INFORMATION. 19.SEE SITE PLAN FOR CURB AND BITUMINOUS TAPER LOCATIONS. 20.REFERENCE ARCHITECTURAL AND STRUCTURAL DRAWINGS FOR BUILDING ELEVATIONS. 21.THE CONTRACTOR ALONG WITH THE OWNER SHALL OBTAIN ALL NECESSARY PERMITS AND APPROVALS FROM GOVERNING AUTHORITIES, INCLUDING ANY CITY PERMITS AND THE NPDES PERMIT. 22.INSTALL EROSION CONTROL AND TREE PROTECTION MEASURES BEFORE BEGINNING SITE GRADING ACTIVITIES. SOME EROSION CONTROLS SUCH AS BALE CHECKS AND TEMPORARY SILT PONDS MAY BE INSTALLED AS GRADING OCCURS IN SPECIFIC AREAS. MAINTAIN EROSION CONTROLS THROUGHOUT THE GRADING PROCESS AND REMOVE WHEN TURF HAS BEEN ESTABLISHED. 23.PER NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM/STATE DISPOSAL SYSTEM (NPDES/SDS) REQUIREMENTS, THE WASHOUT AND CLEANOUT OF STUCCO, PAINT, CONCRETE, FORM RELEASE OILS, CURING COMPOUNDS, AND OTHER CONSTRUCTION MATERIALS SHALL BE PROPERLY CONTAINED AND DISPOSED OF. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND USING APPROVED METHODS OF CONTAINMENT SUCH AS PRE-FABRICATED WASHOUT CONTAINERS, CONCRETE WASHOUT TOTE, READY MIX TRUCKS WITH SELF-CONTAINED CHUTE CLEANOUT, ETC. 24.CONTRACTOR SHALL PROVIDE AS-BUILT INFORMATION OF GRADING ACTIVITIES AS NEEDED PER APPLICABLE PERMIT REQUIREMENTS AND/OR DEVELOPMENT AGREEMENTS. GRADING & DRAINAGE NOTES TOLL FREE: 1-800-252-1166 TWIN CITY AREA: 651-454-0002 Gopher State One Call CALL BEFORE YOU DIG! WARNING: THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND / OR RELOCATION OF LINES. THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER.c3.01GRADING PLAN38 WING 18 FFE=942.55 ANNEX FFE=946.04 8888888888888888830'x75'SNOW STORAGE8 8 8 8 8885" SOFTENED COLD WATER 4" COMPRESSED AIR SEE MECH. SHEET m2.18-01 5" COLD WATER SEE MECH. SHEET m2.18-01 POT-HOLE (VAC.) AT ELEC. CROSSINGS UTILITY CONNECTIONS SEE MECH. SHEET m2.18-00SANITARY CROSSING UNDER STORM FIELD VERIFY88POT HOLE & FIELD LOCATE CHILLED WATER LINES DEFLECT BELOW SANITARY AS NEEDED SILT FENCE TYP-SEE DETAIL INLET PROTECTION TYP-SEE DETAIL INLET PROTECTION TYP-SEE DETAIL INLET PROTECTION TYP-SEE DETAIL ROCK CONSTRUCTION ENTRANCE SEE DETAIL INLET PROTECTION TYP-SEE DETAIL INLET PROTECTION TYP-SEE DETAIL BIOROLL TYP-SEE DETAIL INLET PROTECTION TYP-SEE DETAIL INLET PROTECTION TYP-SEE DETAIL PROVIDE PHASED EROSION CONTROL BMPs FOR TUNNEL EXCAVATION EROSION CONTROL BLANKET TYP-SEE DETAIL A 2 3 4 5 6 B C D E General Mills - James Ford Bell Research Center GMI - JFB WING 18 1 POW 3450 PROJECT CLIENT ARCHITECT Alliiance 400 Clifton Avenue Minneapolis, MN 55403 612.874.4100 STRUCTURAL ENGINEER MEYER BORGMAN JOHNSON 801 Nicollet Mall, Suite W2000 Minneapolis, Minnesota 55402 612.338.0713 MECHANICAL, ELECTRICAL, PLUMBING ENGINEERS MICHAUD COOLEY ERICKSON 333 South 7th Street, Suite 1200 Minneapolis, Minnesota 55402 612.339.4941 CIVIL ENGINEER & LANDSCAPE ARCHITECT LOUCKS INC. 12755 Hwy 55, Suite R100 Plymouth, Minnesota 55441 763.424.5505 ISSUED FOR DATE Copyright 2025 Alliiance PRELIMINARY NOT FOR CONSTRUCTION SENSITIVE SECURITY INFORMATION WARNING: THIS RECORD CONTAINS SENSITIVE SECURITY INFORMATION THAT IS CONTROLLED UNDER 49 C.F.R. PARTS 15 AND 1520. NO PART OF THIS RECORD MAY BE DISCLOSED TO PERSONS WITHOUT A "NEED TO KNOW," AS DEFINED IN 49 C.F.R. PARTS 15 AND 1520, EXCEPT WITH THE WRITTEN PERMISSION OF THE ADMINISTRATOR OF THE TRANSPORTATION SECURITY ADMINISTRATION OR THE SECRETARY OF TRANSPORTATION. UNAUTHORIZED RELEASE MAY RESULT IN CIVIL PENALTIES OR OTHER ACTION. FOR U.S. GOVERNMENT AGENCIES, PUBLIC DISCLOSURE GOVERNED BY 5 U.S.C. 552 AND 49 C.F.R. PARTS 15 AND 1520 COMMISSION NO PUD SUBMISSION 06/02/2025 GENERAL CONTRACTOR MCGOUGH 2737 Fairview Avenue North St. Paul, MN 55113 651.633.5050 ROOFING AND WATERPROOFING CONSULTANT ROOF SPEC INC. 2400 Prior Avenue North, Suite 102 St. Paul, MN 55113 651.271.5471 N SCALE IN FEET 0 30 60 SEE SHEET c3.03 FOR SWPPP NOTES AND c3.04 FOR SWPPP DETAILS. GENERAL NOTES TOLL FREE: 1-800-252-1166 TWIN CITY AREA: 651-454-0002 Gopher State One Call CALL BEFORE YOU DIG! WARNING: THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND / OR RELOCATION OF LINES. THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. INLET PROTECTION SILT FENCE EXISTING DRAINAGE PATTERN PROPOSED DRAINAGE PATTERN BIO ROLLS EROSION CONTROL BLANKET SWPPP LEGEND c3.02EROSION CONTROL PLAN39 950 946 947948949 9519529533:1941.25 941.62 943.04 943.09 943.23 945.76 945.84 946.22 946.42 946.51 944.79944.60 941.72 2 . 6%3:1 3 : 1 3:13:1 3:13:1 3:1 3:13:1975.20 962.89 962.75 950950 955955 960960 965965 970 9709509509559559609608888888888LIMITS OF EXCESS SOIL STOCKPILE DO NOT IMPACT TREES PLACE MINIMUM 4" TOPSOIL ON TOP HAUL ROUTE SILT FENCE TYP-SEE DETAIL ROCK CONSTRUCTION ENTRANCE SEE DETAIL TRAFFIC CONTROL AND FENCING WILL BE PROVIDED BY THE CONTRACTOR ALLOWING FOR CONTINUED USE OF THE PUBLIC TRAILS FENCING WITH CONTROLLED GATE ACCESS AROUND SOILS A 2 3 4 5 6 B C D E General Mills - James Ford Bell Research Center GMI - JFB WING 18 1 POW 3450 PROJECT CLIENT ARCHITECT Alliiance 400 Clifton Avenue Minneapolis, MN 55403 612.874.4100 STRUCTURAL ENGINEER MEYER BORGMAN JOHNSON 801 Nicollet Mall, Suite W2000 Minneapolis, Minnesota 55402 612.338.0713 MECHANICAL, ELECTRICAL, PLUMBING ENGINEERS MICHAUD COOLEY ERICKSON 333 South 7th Street, Suite 1200 Minneapolis, Minnesota 55402 612.339.4941 CIVIL ENGINEER & LANDSCAPE ARCHITECT LOUCKS INC. 12755 Hwy 55, Suite R100 Plymouth, Minnesota 55441 763.424.5505 ISSUED FOR DATE Copyright 2025 Alliiance PRELIMINARY NOT FOR CONSTRUCTION SENSITIVE SECURITY INFORMATION WARNING: THIS RECORD CONTAINS SENSITIVE SECURITY INFORMATION THAT IS CONTROLLED UNDER 49 C.F.R. PARTS 15 AND 1520. NO PART OF THIS RECORD MAY BE DISCLOSED TO PERSONS WITHOUT A "NEED TO KNOW," AS DEFINED IN 49 C.F.R. PARTS 15 AND 1520, EXCEPT WITH THE WRITTEN PERMISSION OF THE ADMINISTRATOR OF THE TRANSPORTATION SECURITY ADMINISTRATION OR THE SECRETARY OF TRANSPORTATION. UNAUTHORIZED RELEASE MAY RESULT IN CIVIL PENALTIES OR OTHER ACTION. FOR U.S. GOVERNMENT AGENCIES, PUBLIC DISCLOSURE GOVERNED BY 5 U.S.C. 552 AND 49 C.F.R. PARTS 15 AND 1520 COMMISSION NO PUD SUBMISSION 06/02/2025 GENERAL CONTRACTOR MCGOUGH 2737 Fairview Avenue North St. Paul, MN 55113 651.633.5050 ROOFING AND WATERPROOFING CONSULTANT ROOF SPEC INC. 2400 Prior Avenue North, Suite 102 St. Paul, MN 55113 651.271.5471 N SCALE IN FEET 0 30 60 TOLL FREE: 1-800-252-1166 TWIN CITY AREA: 651-454-0002 Gopher State One Call CALL BEFORE YOU DIG! WARNING: THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND / OR RELOCATION OF LINES. THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER.c3.05EXCESS SOIL STOCKPILE PLANCUT (CY)FILL (CY)NET (CY) 5,170 556 4,614 SUMMARY DOES NOT TAKE INTO ACCOUNT: 1.EXPANSION/COMPACTION 2.TOPSOIL STRIPPING; EXISTING PAVEMENT REMOVAL 3.SLAB/PAVEMENT HOLDDOWNS 4.TUNNEL VOLUME 5.STORMWATER MANAGEMENT SYSTEM VOLUME *GENERAL MILLS INTENDS TO KEEP EXCESS MATERIAL ON-SITE. PRELIMINARY EARTHWORK SUMMARY 40 4 4 4 ......... WING 18 FFE=942.55 ANNEX FFE=946.04 4 888888888888888884444444444430'x47' SNOW STORAGE 8 8 8 8 88106 LF 8" PVC SAN @ 0.40% 15 LF 6" PVC SAN @ 1.04% 50 LF 8" PVC SAN @ 0.40% 342 LF 8" PVC SAN @ 0.40% SAN MH#5 RIM=945.47 INV=939.89 (6") NW (FIELD VERIFY) PER DROP SECTION DETAIL INV=935.53 (8") E SAN MH#3 RIM=939.99 INV=934.91 (8") W INV=934.81 (8") S SAN WYE#4 INV=935.11 (8") W INV=935.11 (6") S INV=935.11 (8") E SAN STUB#40 INV=935.27 (6") N SAN MH#1 RIM=940.88 INV=932.74 (8") N BUILD OVER EXIST. 10" FIELD VIERFY INVERT 8SAN MH#2 RIM=938.73 INV=934.21 (8") N INV=934.11 (8") S 8" HIGH-PRESSURE STEAM SEE MECH. SHEET m2.18-01 4" PUMPED CONDENSATE RETURN SEE MECH. SHEET m2.18-01 5" SOFTENED COLD WATER SEE MECH. SHEET m2.18-01 4" COMPRESSED AIR SEE MECH. SHEET m2.18-01 5" COLD WATER SEE MECH. SHEET m2.18-01 POT-HOLE (VAC.) AT GAS CROSSINGS POT-HOLE (VAC.) AT SANITARY CROSSINGS POT-HOLE (VAC.) AT ELEC. CROSSINGS POT-HOLE (VAC.) AT CTV CROSSING4444UTILITY CONNECTIONS SEE MECH. SHEET m2.18-00SANITARY CROSSING UNDER STORM FIELD VERIFY88POT HOLE & FIELD LOCATE CHILLED WATER LINES DEFLECT BELOW SANITARY AS NEEDED CONNECT TO EXISTING 10" WATERMAIN W/ GATE VALVE & 45° BEND (FIELD VERIFY SIZE, LOCATION, & MATERIAL) HYDRANT & GATE VALVE CONNECT TO EXISTING 10" WATERMAIN W/ GATE VALVE & 22.5° BEND (FIELD VERIFY SIZE, LOCATION, & MATERIAL) 466 - LF 10" HDPE WATERMAIN BUILDING MANHOLE OVER EXISTING SANITARY SERVICE FIELD VERIFY INVERT INVERT DROP SHALL NOT EXCEED 2' RE-ROUTE WELL LINE IF REQUIRED CONNECT TO EXISTING WATER SERVICE WITH SECTION CONTROL VALVE & TEE 6" FIRE PROTECTION SERVICE EXISTING HYDRANT EXISTING FIRE DEPARTMENT CONNECTION EXISTING POST INDICATOR VALVE 2-45° BENDS 22.5° BEND 2-45° BENDS 45° BEND "NO PARKING - FIRE LANE" SIGN "NO PARKING - FIRE LANE" SIGN 1213 1313 12 A 2 3 4 5 6 B C D E General Mills - James Ford Bell Research Center GMI - JFB WING 18 1 POW 3450 PROJECT CLIENT ARCHITECT Alliiance 400 Clifton Avenue Minneapolis, MN 55403 612.874.4100 STRUCTURAL ENGINEER MEYER BORGMAN JOHNSON 801 Nicollet Mall, Suite W2000 Minneapolis, Minnesota 55402 612.338.0713 MECHANICAL, ELECTRICAL, PLUMBING ENGINEERS MICHAUD COOLEY ERICKSON 333 South 7th Street, Suite 1200 Minneapolis, Minnesota 55402 612.339.4941 CIVIL ENGINEER & LANDSCAPE ARCHITECT LOUCKS INC. 12755 Hwy 55, Suite R100 Plymouth, Minnesota 55441 763.424.5505 ISSUED FOR DATE Copyright 2025 Alliiance PRELIMINARY NOT FOR CONSTRUCTION SENSITIVE SECURITY INFORMATION WARNING: THIS RECORD CONTAINS SENSITIVE SECURITY INFORMATION THAT IS CONTROLLED UNDER 49 C.F.R. PARTS 15 AND 1520. NO PART OF THIS RECORD MAY BE DISCLOSED TO PERSONS WITHOUT A "NEED TO KNOW," AS DEFINED IN 49 C.F.R. PARTS 15 AND 1520, EXCEPT WITH THE WRITTEN PERMISSION OF THE ADMINISTRATOR OF THE TRANSPORTATION SECURITY ADMINISTRATION OR THE SECRETARY OF TRANSPORTATION. UNAUTHORIZED RELEASE MAY RESULT IN CIVIL PENALTIES OR OTHER ACTION. FOR U.S. GOVERNMENT AGENCIES, PUBLIC DISCLOSURE GOVERNED BY 5 U.S.C. 552 AND 49 C.F.R. PARTS 15 AND 1520 COMMISSION NO PUD SUBMISSION 06/02/2025 GENERAL CONTRACTOR MCGOUGH 2737 Fairview Avenue North St. Paul, MN 55113 651.633.5050 ROOFING AND WATERPROOFING CONSULTANT ROOF SPEC INC. 2400 Prior Avenue North, Suite 102 St. Paul, MN 55113 651.271.5471 N SCALE IN FEET 0 30 60 SANITARY SEWER & WATERMAIN NOTES 1.ALL SANITARY SEWER AND WATERMAIN UTILITIES SHALL BE FURNISHED AND INSTALLED PER THE REQUIREMENTS OF THE SPECIFICATIONS,THE MINNESOTA PLUMBING CODE, THE LOCAL GOVERNING UNIT, AND THE STANDARD UTILITIES SPECIFICATION OF THE CITY ENGINEERS ASSOCIATION OF MINNESOTA (CEAM), CURRENT EDITION. 2.ALL UTILITY PIPE BEDDING SHALL BE COMPACTED SAND OR FINE GRANULAR MATERIAL. ALL COMPACTION SHALL BE PERFORMED PER THE REQUIREMENTS OF THE CEAM SPECIFICATION AND THE GEOTECHNICAL REPORT. 3.ALL CONNECTIONS TO EXISTING UTILITIES SHALL BE PERFORMED PER THE REQUIREMENTS OF THE STATE AND LOCAL JURISDICTIONS. THE CITY DEPARTMENT OF ENGINEERING AND BUILDING INSPECTIONS DEPARTMENT AND THE CONSTRUCTION ENGINEER MUST BE NOTIFIED AT LEAST 48 HOURS PRIOR TO ANY WORK WITHIN THE PUBLIC RIGHT OF WAY, OR WORK IMPACTING PUBLIC UTILITIES. 4.ALL SITE UTILITY SERVICES SHALL TERMINATE 5' FROM THE EXTERIOR BUILDING WALL UNLESS OTHERWISE NOTED. THE SITE UTILITY CONTRACTOR SHALL COORDINATE WITH THE GENERAL CONTRACTOR, MECHANICAL CONTRACTOR AND MECHANICAL ENGINEER TO DETERMINE THE RESPONSIBILITY OF BRINGING THE SERVICE(S) INTO THE BUILDING, INSPECTIONS AND TESTING PER APPLICABLE GOVERNING AGENCIES. 5.ALL NEW WATERMAIN AND SERVICES MUST HAVE A MINIMUM OF 8.0 FEET OF COVER. EXTRA DEPTH MAY BE REQUIRED TO MAINTAIN A MINIMUM 18" VERTICAL SEPARATION TO SANITARY OR STORM SEWER LINES. THE CONTRACTOR SHALL FIELD ADJUST WATERMAIN TO AVOID CONFLICTS WITH SANITARY SEWER, STORM SEWER, AND SERVICES AS REQUIRED. INSULATION OF WATERMAIN AND SANITARY SEWER LINES SHALL BE PROVIDED WHERE 8.0 FEET MINIMUM DEPTH CAN NOT BE ATTAINED. 6.PER MINNESOTA DEPARTMENT OF LABOR & INDUSTRY REQUIREMENTS, A MINIMUM OF 18 INCHES OF VERTICAL SEPARATION AND 10 FEET OF HORIZONTAL SEPARATION IS REQUIRED FROM WATERMAIN TO ANY MANHOLE, SEPTIC SYSTEM, CATCH BASIN, SEWER PIPE, OR OTHER SOURCE OF CONTAMINATION, MEASURED FROM THE OUTER EDGE OF THE PIPE TO THE OUTER EDGE OF THE CONTAMINATION SOURCE UNLESS OTHERWISE SHOWN. 7.CONTRACTOR TO SUBMIT SHOP DRAWINGS OF SANITARY STRUCTURE(S) AND UNDERGROUND SYSTEM(S) FOR ENGINEER'S REVIEW. 8.ALL FIRE HYDRANTS SHALL BE LOCATED 5 FEET BEHIND BACK OF CURB OR EDGE OF PAVEMENT UNLESS OTHERWISE NOTED. 9.HYDRANT USE: CONTRACTOR IS RESPONSIBLE TO NOTIFY PUBLIC UTILITIES DEPARTMENT WHEN THEY NEED TO USE A HYDRANT; ONLY PRE-AUTHORIZED HYDRANTS WILL BE USED. HYDRANTS TO BE OPERATED ONLY WITH PROPER EQUIPMENT SUCH AS A HYDRANT NUT WRENCH, NOT A PIPE WRENCH, HYDRANT METER IS AVAILABLE FROM PUBLIC UTILITIES DEPARTMENT. ANY TRUCK, ETC. FILLED FROM A HYDRANT MUST BE METERED, MUST HAVE PHYSICAL BREAK OR BACK-FLOW PREVENTER APPROVED BY PUBLIC UTILITIES DEPARTMENT. ALSO APPLIES TO SUBCONTRACTORS. 10.OPERATING VALVES FOR TURNING WATER MAIN ON/OFF: PUBLIC UTILITIES DEPARTMENT WILL OPERATE ALL VALVES AND FILL ALL WATER MAINS (PUBLIC AND PRIVATE). CONTRACTOR SHALL GIVE AT LEAST 24 HOURS NOTICE TO HAVE WATER SHUT OFF AND SHALL NOTIFY IN WRITING, ALL AFFECTED CUSTOMERS AT LEAST 24 HOURS IN ADVANCE BEFORE SHUT OFF; ATTACH TO DOOR, ETC., NOT IN MAILBOXES. 11.TEMPORARY SERVICE: THE CONTRACTOR SHALL PROVIDE TEMPORARY SERVICE IF SERVICE CANNOT BE RESTORED SAME DAY. IF USING HYDRANT FOR TEMPORARY SERVICE, NOTIFY PUBLIC UTILITIES DEPARTMENT AND USE ONLY PRE-APPROVED HYDRANT AND SUPPLIED HYDRO METER WITH BACK FLOW. THE CONTRACTOR'S TEMPORARY MAIN SHALL BE DISINFECTED, FLUSHED AND BACTERIOLOGICAL ANALYSIS SHOWN NEGATIVE PRIOR TO PUTTING THE TEMPORARY SYSTEM IN SERVICE. THE TEMPORARY WATER SYSTEM SHALL BE IN PLACE PRIOR TO THE PUBLIC UTILITIES DEPARTMENT SHUTTING OFF ANY WATER MAINS. 12.REFER TO GEOTECHNICAL EVALUATION REPORT DATED APRIL 3, 2025, AS PREPARED BY AMERICAN ENGINEERING TESTING, FOR AN EXISTING SUBSURFACE SITE CONDITION ANALYSIS AND CONSTRUCTION RECOMMENDATIONS INCLUDING BUT NOT LIMITED TO: A.REUSE OF ON-SITE SOILS B.GROUNDWATER AND RECOMMENDATIONS FOR EXCAVATION DEWATERING. C.SITE GRADING AND SUBGRADE PREPARATION. D.PAVEMENTS AND EXTERIOR SLABS. E.TRENCH EXCAVATION AND BACKFILL. F.EXTERIOR UTILITY SUPPORTS. G.FROST PROTECTION. 13.CONTRACTOR SHALL PROVIDE AS-BUILT INFORMATION OF CONSTRUCTED UTILITIES (RECOMMENDED PRIOR TO BACKFILLING) PER APPLICABLE PERMIT REQUIREMENTS AND/OR DEVELOPMENT AGREEMENTS. 14.ALL UNUSED UTILITY SERVICES SHALL BE ABANDONED PER THE REQUIREMENTS OF THE APPLICABLE GOVERNING AGENCIES. 15.THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL REQUIRED UTILITY PERMITS FROM THE APPLICABLE GOVERNING AGENCIES. PARKING STALL COUNT ACCESSIBLE PARKING STALL 2 LEGEND CATCH BASIN STORM SEWER SANITARY SEWER WATERMAIN STORM MANHOLE SANITARY MANHOLE HYDRANT GATE VALVE SPOT ELEVATION SIGN LIGHT POLE POWER POLE WATER MANHOLE / WELL CONTOUR CONCRETE CURB UNDERGROUND ELECTRIC CONCRETE TELEPHONE PEDESTAL UNDERGROUND TELEPHONE UNDERGROUND GAS OVERHEAD UTILITY CHAIN LINK FENCE BUILDING RETAINING WALL NO PARKING UNDERGROUND FIBER OPTIC SANITARY SEWER SERVICE WATER SERVICE ELECTRIC METER GAS METER TREE LINE EXISTING PROPOSED 972 DRAINTILE FORCEMAIN 373PARKING SETBACK LINE BUILDING SETBACK LINE 2 FENCE FLARED END SECTION POST INDICATOR VALVE BENCHMARK SOIL BORING 3DIRECTION OF FLOW 1.0% 972.5 TOLL FREE: 1-800-252-1166 TWIN CITY AREA: 651-454-0002 Gopher State One Call CALL BEFORE YOU DIG! WARNING: THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND / OR RELOCATION OF LINES. THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER.c4.01SANITARY SEWER & WATERMAIN PLAN41 6" FIRE PROTECTION SERVICE 4 4 4 ......... WING 18 FFE=942.55 ANNEX FFE=946.04 4 888888888888888884444444444430'x47' SNOW STORAGE 8 8 8 8 88844448823 20 34 28 26 R28 R55 R25 HYDRANT & GATE VALVE EXISTING HYDRANT EXISTING FIRE DEPARTMENT CONNECTION EXISTING POST INDICATOR VALVE "NO PARKING - FIRE LANE" SIGN "NO PARKING - FIRE LANE" SIGN EXISTING FIRE DEPARTMENT CONNECTION EXISTING FIRE DEPARTMENT CONNECTION EXISTING HYDRANT REMOVED EXISTING HYDRANT EXISTING HYDRANT WIDEN ROAD R28 289 4 WB-40 - Intermediate Semi-Trailer WB-67 - Interstate Semi-Trailer 4 88888884430'x47' SNOW STORAGE 8 8 8 88444437 8.5 19.5 Golden Vallet L11 Fire Truck Overall Length 37.000ft Overall Width 8.500ft Overall Body Height 10.597ft Min Body Ground Clearance 1.283ft Track Width 6.000ft Lock-to-lock time 4.00s Max Steering Angle (Virtual)45.00° A 2 3 4 5 6 B C D E General Mills - James Ford Bell Research Center GMI - JFB WING 18 1 POW 3450 PROJECT CLIENT ARCHITECT Alliiance 400 Clifton Avenue Minneapolis, MN 55403 612.874.4100 STRUCTURAL ENGINEER MEYER BORGMAN JOHNSON 801 Nicollet Mall, Suite W2000 Minneapolis, Minnesota 55402 612.338.0713 MECHANICAL, ELECTRICAL, PLUMBING ENGINEERS MICHAUD COOLEY ERICKSON 333 South 7th Street, Suite 1200 Minneapolis, Minnesota 55402 612.339.4941 CIVIL ENGINEER & LANDSCAPE ARCHITECT LOUCKS INC. 12755 Hwy 55, Suite R100 Plymouth, Minnesota 55441 763.424.5505 ISSUED FOR DATE Copyright 2025 Alliiance PRELIMINARY NOT FOR CONSTRUCTION SENSITIVE SECURITY INFORMATION WARNING: THIS RECORD CONTAINS SENSITIVE SECURITY INFORMATION THAT IS CONTROLLED UNDER 49 C.F.R. PARTS 15 AND 1520. NO PART OF THIS RECORD MAY BE DISCLOSED TO PERSONS WITHOUT A "NEED TO KNOW," AS DEFINED IN 49 C.F.R. PARTS 15 AND 1520, EXCEPT WITH THE WRITTEN PERMISSION OF THE ADMINISTRATOR OF THE TRANSPORTATION SECURITY ADMINISTRATION OR THE SECRETARY OF TRANSPORTATION. UNAUTHORIZED RELEASE MAY RESULT IN CIVIL PENALTIES OR OTHER ACTION. FOR U.S. GOVERNMENT AGENCIES, PUBLIC DISCLOSURE GOVERNED BY 5 U.S.C. 552 AND 49 C.F.R. PARTS 15 AND 1520 COMMISSION NO PUD SUBMISSION 06/02/2025 GENERAL CONTRACTOR MCGOUGH 2737 Fairview Avenue North St. Paul, MN 55113 651.633.5050 ROOFING AND WATERPROOFING CONSULTANT ROOF SPEC INC. 2400 Prior Avenue North, Suite 102 St. Paul, MN 55113 651.271.5471 N SCALE IN FEET 0 30 60 PARKING STALL COUNT ACCESSIBLE PARKING STALL 2 LEGEND CATCH BASIN STORM SEWER SANITARY SEWER WATERMAIN STORM MANHOLE SANITARY MANHOLE HYDRANT GATE VALVE SPOT ELEVATION SIGN LIGHT POLE POWER POLE WATER MANHOLE / WELL CONTOUR CONCRETE CURB UNDERGROUND ELECTRIC CONCRETE TELEPHONE PEDESTAL UNDERGROUND TELEPHONE UNDERGROUND GAS OVERHEAD UTILITY CHAIN LINK FENCE BUILDING RETAINING WALL NO PARKING UNDERGROUND FIBER OPTIC SANITARY SEWER SERVICE WATER SERVICE ELECTRIC METER GAS METER TREE LINE EXISTING PROPOSED 972 DRAINTILE FORCEMAIN 373PARKING SETBACK LINE BUILDING SETBACK LINE 2 FENCE FLARED END SECTION POST INDICATOR VALVE BENCHMARK SOIL BORING 3DIRECTION OF FLOW 1.0% 972.5 TOLL FREE: 1-800-252-1166 TWIN CITY AREA: 651-454-0002 Gopher State One Call CALL BEFORE YOU DIG! WARNING: THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND / OR RELOCATION OF LINES. THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER.EXHIBIT BFIRE RESPONSE PLANFIRE TRUCK MANEUVER PLAN GOLDEN VALLEY DESIGN VEHICLE - L11 FIRE TRUCK 42 4 4 4 ............................................... WING 18 FFE=942.55 ANNEX FFE=946.04 4 88888888888888888444444430'x47' SNOW STORAGE 8 8 8 8 8892 LF 27" HDPE @ 0.11% 81 LF 27" HDPE @ 0.11% 142 LF 27" HDPE @ 0.11% 86 LF 27" HDPE @ 0.11% 156 LF 27" HDPE @ 0.11% 42 LF 27" HDPE @ 0.15% 15 LF 27" HDPE @ 0.15%78 LF 24"RCP @ 0.22%6 LF 10" PVC @ 1.04% 22 LF 10" PVC @ 1.04% 24 LF 12" HDPE @ 0.50% 35 LF 15" HDPE @ 0.47% 140 LF 12" HDPE @ 0.50% 60 LF 12" HDPE @ 0.50% RATE CONTROL GALLERY SEE DETAIL ON c8.01 2-126' ROWS OF 5' DIA. PIPE PLUS TWO HEADERS INV=934.15 8'x11' PEAK DIVERSION STORMFILTER BY CONTECH SEE DETAIL ON c8.01 36 LF - 10" PVC STORM MATCH INVERTS AT CONNECTION 10" STORM WYE & CLEANOUT44448861 LF 12" HDPE @ 0.50% 9 LF 8" PVC @ 1.04% CBMH#107 RIM=937.54 INV= 930.74 (24") S INV=930.42 (27") N EX CBMH#108 RIM=??? INV=930.91 (24") N STMH#105 RIM=946.83 INV= 930.23 (27") SE INV=930.23 (27") N STMH#104 RIM=949.84 INV= 930.07 (27") S INV= 931.07 (15") E INV=930.07 (27") W STMH#102 RIM=943.41 INV= 929.80 (27") E INV=929.80 (27") W CBMH#101 RIM=941.52 INV= 929.74 (27") E INV=929.74 (27") W STMH#100 RIM=941.58 INV= 929.72 (27") E INV=926.61 (24") N BUILD OVER EXISTING PIPE FIELD VERIFY INVERT STMH#106 RIM=939.23 INV= 930.32 (27") S INV=930.32 (27") NW ST STUB#146 INV=936.30 (10") S STMH#145 RIM=945.56 INV= 936.24 (10") N INV= 937.00 (10") S INV=936.04 (12") E ST STUB#147 INV=937.23 (10") N STMH#200 RIM=942.94 INV= 936.38 (12") E INV=927.55 (24") N,S BUILD OVER EXISTING PIPE FIELD VERIFY INVERT NYLOPLAST#202 RIM=943.85 SEE DETAIL ON c8.01 INV= 937.00 (8") S INV=936.80 (12") W STMH#400 RIM=942.24 INV=928.01 SLOT DRAIN#300 RIM=942.34 MAY REQUIRE MODIFYING RINGS AND TOP BARREL RATE CONTROL SYSTEM INLET#143 INV= 934.98 (15") S STMH#144 RIM=940.59 SUMP MH W/PRESERVER SEE DETAILS ON c8.02 INV= 935.34 (12") W INV= 935.34 (12") S INV=935.14 (15") N 6' SUMP=929.14 CBMH#144A RIM=938.39 INV=935.64 (12") N STMH#103 RIM=947.86 INV= 929.97 (27") E INV=929.97 (27") W OUTLET#140 WEIR WALL=933.60 ORIFICE INV=931.09 (15") W NYLOPLAST#201 RIM=942.29 SEE DETAIL ON c8.01 INV= 936.50 (12") E INV=936.50 (12") W ST STUB#203 INV=937.10 (8") N CONNECT TO ROOF LEADER FROM WING-16 SEE MECHANICAL PLANS INLET#141 INV= 934.14 (15") E 2 LF 15" HDPE @ 0.50% OUTLET#142 INV=934.15 (15") W MIN. 3,800 SF OF TREE PROTECTION IF FILTRATION OF WQV IS APPROVED A 2 3 4 5 6 B C D E General Mills - James Ford Bell Research Center GMI - JFB WING 18 1 POW 3450 PROJECT CLIENT ARCHITECT Alliiance 400 Clifton Avenue Minneapolis, MN 55403 612.874.4100 STRUCTURAL ENGINEER MEYER BORGMAN JOHNSON 801 Nicollet Mall, Suite W2000 Minneapolis, Minnesota 55402 612.338.0713 MECHANICAL, ELECTRICAL, PLUMBING ENGINEERS MICHAUD COOLEY ERICKSON 333 South 7th Street, Suite 1200 Minneapolis, Minnesota 55402 612.339.4941 CIVIL ENGINEER & LANDSCAPE ARCHITECT LOUCKS INC. 12755 Hwy 55, Suite R100 Plymouth, Minnesota 55441 763.424.5505 ISSUED FOR DATE Copyright 2025 Alliiance PRELIMINARY NOT FOR CONSTRUCTION SENSITIVE SECURITY INFORMATION WARNING: THIS RECORD CONTAINS SENSITIVE SECURITY INFORMATION THAT IS CONTROLLED UNDER 49 C.F.R. PARTS 15 AND 1520. NO PART OF THIS RECORD MAY BE DISCLOSED TO PERSONS WITHOUT A "NEED TO KNOW," AS DEFINED IN 49 C.F.R. PARTS 15 AND 1520, EXCEPT WITH THE WRITTEN PERMISSION OF THE ADMINISTRATOR OF THE TRANSPORTATION SECURITY ADMINISTRATION OR THE SECRETARY OF TRANSPORTATION. UNAUTHORIZED RELEASE MAY RESULT IN CIVIL PENALTIES OR OTHER ACTION. FOR U.S. GOVERNMENT AGENCIES, PUBLIC DISCLOSURE GOVERNED BY 5 U.S.C. 552 AND 49 C.F.R. PARTS 15 AND 1520 COMMISSION NO PUD SUBMISSION 06/02/2025 GENERAL CONTRACTOR MCGOUGH 2737 Fairview Avenue North St. Paul, MN 55113 651.633.5050 ROOFING AND WATERPROOFING CONSULTANT ROOF SPEC INC. 2400 Prior Avenue North, Suite 102 St. Paul, MN 55113 651.271.5471 N SCALE IN FEET 0 30 60 STORM SEWER NOTES 1.ALL STORM SEWER SHALL BE FURNISHED AND INSTALLED PER THE REQUIREMENTS OF THE SPECIFICATIONS,THE MINNESOTA PLUMBING CODE, THE LOCAL GOVERNING UNIT, AND THE STANDARD UTILITIES SPECIFICATION OF THE CITY ENGINEERS ASSOCIATION OF MINNESOTA (CEAM), CURRENT EDITION. 2.ALL UTILITY PIPE BEDDING SHALL BE COMPACTED SAND OR FINE GRANULAR MATERIAL. ALL COMPACTION SHALL BE PERFORMED PER THE REQUIREMENTS OF THE CEAM SPECIFICATION AND THE GEOTECHNICAL REPORT. 3.ALL CONNECTIONS TO EXISTING UTILITIES SHALL BE PERFORMED PER THE REQUIREMENTS OF THE STATE AND LOCAL JURISDICTIONS. THE CITY DEPARTMENT OF ENGINEERING AND BUILDING INSPECTIONS DEPARTMENT AND THE CONSTRUCTION ENGINEER MUST BE NOTIFIED AT LEAST 48 HOURS PRIOR TO ANY WORK WITHIN THE PUBLIC RIGHT OF WAY, OR WORK IMPACTING PUBLIC UTILITIES. 4.ALL SITE UTILITY SERVICES SHALL TERMINATE 5' FROM THE EXTERIOR BUILDING WALL UNLESS OTHERWISE NOTED. THE SITE UTILITY CONTRACTOR SHALL COORDINATE WITH THE GENERAL CONTRACTOR, MECHANICAL CONTRACTOR AND MECHANICAL ENGINEER TO DETERMINE THE RESPONSIBILITY OF BRINGING THE SERVICE(S) INTO THE BUILDING, INSPECTIONS AND TESTING PER APPLICABLE GOVERNING AGENCIES. 5.PER MINNESOTA DEPARTMENT OF LABOR & INDUSTRY REQUIREMENTS, A MINIMUM OF 18 INCHES OF VERTICAL SEPARATION AND 10 FEET OF HORIZONTAL SEPARATION IS REQUIRED FROM WATERMAIN TO ANY MANHOLE, SEPTIC SYSTEM, CATCH BASIN, SEWER PIPE, OR OTHER SOURCE OF CONTAMINATION, MEASURED FROM THE OUTER EDGE OF THE PIPE TO THE OUTER EDGE OF THE CONTAMINATION SOURCE UNLESS OTHERWISE SHOWN. 6.ALL STORM SEWER DOWNSPOUT COLLECTION PIPES AND WYES SHALL BE PVC (SCHEDULE 40). 7.CONTRACTOR TO SUBMIT SHOP DRAWINGS OF STORM STRUCTURE(S) AND UNDERGROUND SYSTEM(S) FOR ENGINEER'S REVIEW. 8.CONTRACTOR TO VERIFY UNDERLYING SOILS BENEATH ALL STORMWATER FACILITIES, AND PROVIDE DOCUMENTATION TO THE ENGINEER, PRIOR TO CONSTRUCTION OF THE FACILITIES. 9.ALL PORTIONS OF THE STORM SEWER SYSTEM, INCLUDING CATCH BASINS, LOCATED WITHIN 10 FEET OF THE BUILDING OR WATER SERVICE LINE MUST BE TESTED ACCORDANCE WITH MINNESOTA RULES, PART 4714. 10.REFER TO GEOTECHNICAL EVALUATION REPORT DATED APRIL 3, 2025 AS PREPARED BY AMERICAN ENGINEERING TESTING, FOR AN EXISTING SUBSURFACE SITE CONDITION ANALYSIS AND CONSTRUCTION RECOMMENDATIONS INCLUDING BUT NOT LIMITED TO: A.REUSE OF ON-SITE SOILS B.GROUNDWATER AND RECOMMENDATIONS FOR EXCAVATION DEWATERING. C.SITE GRADING AND SUBGRADE PREPARATION. D.PAVEMENTS AND EXTERIOR SLABS. E.TRENCH EXCAVATION AND BACKFILL. F.EXTERIOR UTILITY SUPPORTS. G.FROST PROTECTION. 11.CONTRACTOR SHALL PROVIDE AS-BUILT INFORMATION OF CONSTRUCTED STORMWATER MANAGEMENT SYSTEMS & ASSOCIATED INFRASTRUCTURE (RECOMMENDED PRIOR TO BACKFILLING) PER APPLICABLE PERMIT REQUIREMENTS AND/OR DEVELOPMENT AGREEMENTS. 12.ALL UNUSED UTILITY SERVICES SHALL BE ABANDONED PER THE REQUIREMENTS OF THE APPLICABLE GOVERNING AGENCIES. 13.THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL REQUIRED UTILITY PERMITS FROM THE APPLICABLE GOVERNING AGENCIES. TOLL FREE: 1-800-252-1166 TWIN CITY AREA: 651-454-0002 Gopher State One Call CALL BEFORE YOU DIG! WARNING: THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND / OR RELOCATION OF LINES. THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. PARKING STALL COUNT ACCESSIBLE PARKING STALL 2 LEGEND CATCH BASIN STORM SEWER SANITARY SEWER WATERMAIN STORM MANHOLE SANITARY MANHOLE HYDRANT GATE VALVE SPOT ELEVATION SIGN LIGHT POLE POWER POLE WATER MANHOLE / WELL CONTOUR CONCRETE CURB UNDERGROUND ELECTRIC CONCRETE TELEPHONE PEDESTAL UNDERGROUND TELEPHONE UNDERGROUND GAS OVERHEAD UTILITY CHAIN LINK FENCE BUILDING RETAINING WALL NO PARKING UNDERGROUND FIBER OPTIC SANITARY SEWER SERVICE WATER SERVICE ELECTRIC METER GAS METER TREE LINE EXISTING PROPOSED 972 DRAINTILE FORCEMAIN 373PARKING SETBACK LINE BUILDING SETBACK LINE 2 FENCE FLARED END SECTION POST INDICATOR VALVE BENCHMARK SOIL BORING 3DIRECTION OF FLOW 1.0% 972.5 c4.02STORM SEWER PLAN43