Loading...
HomeMy WebLinkAbout2026_07_27_CCP_REGULARCITY COUNCIL MEETING City Hall Council Chambers July 27, 2026 AGENDA 1. Call to Order - 7:00 p.m. Attendees please turn off cell phones and pagers during the meeting. A copy of the full meeting packet is available in the binder at the entrance to the Council Chambers. 2. Roll Call 3. Pledge of Allegiance 4. Informal Open Forum This is an opportunity for the public to address the City Council on items that are not on the agenda. It is limited to 15 minutes. It may not be used to make personal attacks, air personal grievances, make political endorsements, or for political campaign purposes. Council Members will not enter into a dialogue with the presenter. Questions from the Council will be for clarification purposes only. It will not be used as a time for problem-solving or reacting to the comments made but for hearing the presenter for informational purposes only. The first call will be for those that have notified the Clerk that they would like to speak during the open forum and then ask if anyone connected to this meeting would like to speak. When called upon, please indicate your name and then proceed. Please be sure to state your name before speaking. a. Meeting Decorum 5. Invocation - Kragness 6. Approval of Agenda and Consent Agenda These items are considered to be routine by the City Council and will be enacted by one motion. There isn't a separate discussion for these items unless a Councilmember so requests, then it is moved to the end of the Council Consideration Items. a. Approval of Minutes - Motion to approve the following minutes: • June 22, 2026, Study Session • June 22, 2026, Regular Session • July 13, 2026, Regular Session b. Approval of Licenses -Motion to accept licenses as presented. c. Resolution Accepting Bid and Awarding a Contract, Improvement Project No. 2026-19, Lift Station 3 Reconstruction Project Page 1 of 423 - Motion to Approve the Resolution Accepting the Lowest Responsible Bid and Award a Contract to New Look Contracting, Inc. for Improvement Project No. 2026-19, Lift Station 3 Reconstruction Project d. Resolution Authorizing Execution of Professional Service Agreements with Qualifying Tree Removal Contractors - Motion to approve the Resolution Authorizing Execution of Professional Service Agreements with Qualifying Tree Removal Contractors e. Resolution Approving Plans and Specifications and Authorizing Advertisement for Bids, Project No. 2026-29, Brooklyn Center Community Center Pool Project - Motion to Approve the Resolution Approving Plans and Specificaitons and Authorizing Advertisement for Bids, Project 2026-29, Brooklyn Center Community Center Pool Project f. Resolution Authorizing Execution of a Professional Services Agreement, Project No. 2027-03, -04, -05, -06, Orchard Lane North Area Improvements - Motion to Approve the Resolution Authorizing Execution of a Professional Services Agreement, Project No. 2027-03, 04, 05, 06, Orchard Lane North Area Improvements Project g. Resolution Accepting Bid and Awarding a Contract, Improvement Project No. 2026-10, 2026 Pond Maintenance - Motion to approve the attached resolution for accepting the lowest responsible bid and award a contract to Winberg Companies, LLC for Improvement Project No. 2026-10, 2026 Pond Maintenance and a motion to approve a second resolution for negative declaration of the need for an environmental impact statement for Brooklyn Center pond maintenance project - Upper Twin Lake project No. 2026-10, 2026 Pond Maintenance 7. Presentations/Proclamations/Recognitions/Donations a. OCPHS 2025 Annual Report - Motion to accept the presentation 8. Public Hearings a. Ordinance Amending Ordinance No. 2024-05 Regarding Council Salaries for 2027-2028 (Second Reading) - Motion to Open the Public Hearing - Motion to Close the Public Hearing - Motion to approve the Ordinance Amending Ordinance No. 2024-05 Regarding Council Salaries for 2027-2028, and setting a public hearing for July 27, 2026 9. Planning Commission Items a. An Ordinance Amending Section 35-5609— Fences of the City Code of Ordinances Regarding Fences in the Commerce Service/Office District — First Page 2 of 423 Reading - Motion to approve a first reading regarding the adoption of an ordinance amending Section 35-5609 (Fences) of the City Code of Ordinances allowing fences within the C-Commerce (Service/Office) District, as contemplated under Planning Commission Application No. 2026-005, and set the second reading for August 10, 2026. b. Planning Commission Application No. 2026-006 for a Major Amendment to the Planned Unit Development and Approval of a Site and Building Plan for 6500 Camden Avenue North (Jambo Africa) - Motion to approve Planning Commission Application No. 2026-006 for approval of a major amendment to the Planned Unit Development and site and building plan for construction of an approximately 5,720-square foot restaurant, bar, and event facility with an indoor/outdoor patio at the Subject Property located at 6500 Camden Avenue North, based on the findings of fact and submitted application, and as amended by the conditions of approval in the resolution. 10. Council Consideration Items a. Lakeside Park Naturalization Project - Staff is seeking Council direction on the Lakeside Park Naturalization Project b. Resolution Approving an Amendment to the Fund Balance and Classification Policy - Motion to Approve the Resolution Approving an Amendment to the Fund Balance and Classification Policy 11. Council Report 12. Adjournment Page 3 of 423 COUNCIL MEETING DECORUM FOR THE PUBLIC To ensure meetings are conducted in a professional and courteous manner which enables the orderly conduct of business, all persons in attendance or who participate in such meetings shall conduct themselves in a manner that does not interfere with the abili ty of others to observe and, when allowed, to participate without disruption or fear of intimidation. A. Decorum. Persons who attend meetings must avoid conduct that disrupts, interferes with, or disturbs the orderly conduct of the meeting or the ability of other attendees to observe and participate as appropriate. To that end, persons who attend meetings are subject to the following: (1) Members of the public may only speak during meetings when allowed under Council Rules and only after being recognized by the presiding officer. The City Council has established time limits for the acceptance of public comments or testimony. (2) Public comments or testimony must be addressed to the presiding officer and not to other Council Members, staff, or others in attendance. (3) All elected officials shall be referred to by their proper title and surname. (4) Public comments should avoid personal accusations, profanity, or other improper content for a public meeting. (5) Intimidating behaviors, threats of hostility, or actual violence are disallowed. B. The presiding officer shall request any person(s) who disrupt, interfere with or disturb the orderly conduct of a meeting to cease the conduct and, as necessary, shall issue an oral warning to the individual(s) found to be in violation. If the individual(s) persists in disrupting, interfering with, or disturbing the meeting, the presiding officer may have the individual(s) removed or, under appropriate circumstances, temporarily clear the gallery. If for any reason the presiding officer fails to take such action, a majority vote may be substituted for action by the presiding officer to maintain order and decorum over the proceedings. C. The Council Chambers capacity is 76 persons per fire code. Page 4 of 423 Council Regular Meeting DATE: 7/27/2026 TO: City Council FROM: THROUGH: BY: Shannon Pettit, City Clerk SUBJECT: Approval of Minutes Requested Council Action: - Motion to approve the following minutes: • June 22, 2026, Study Session • June 22, 2026, Regular Session • July 13, 2026, Regular Session Background: Budget Issues: Inclusive Community Engagement: Antiracist/Equity Policy Effect: Strategic Priorities and Values: ATTACHMENTS: 1. 2026.06.22 SS DRAFT 2. 2026.06.22 CC DRAFT 3. 2026.07.13 CC Page 5 of 423 06/22/26 -1- DRAFT MINUTES OF THE PROCEEDINGS OF THE CITY COUNCIL OF THE CITY OF BROOKLYN CENTER IN THE COUNTY OF HENNEPIN AND THE STATE OF MINNESOTA STUDY SESSION JUNE 22, 2026 CITY HALL – COUNCIL CHAMBERS CALL TO ORDER The Brooklyn Center City Council met in Study Session called to order by Mayor Pro Tem Teneshia Kragness at 6:09 p.m. ROLL CALL Mayor Pro Tem Teneshia Kragness, and Councilmembers Dan Jerzak, Kris Lawrence-Anderson, and Laurie Ann Moore. Also present were Interim City Manager Daren Nyquist, Interim Deputy City Manager & Public Works Director Liz Heyman, Deputy City Clerk Kat Ellgren, Planning Manager Ginny McIntosh, Police Chief Garett Flesland, City Clerk Shannon Pettit, and City Attorney Siobhan Tolar. Mayor April Graves was absent and excused. CITY COUNCIL MISCELLANEOUS DISCUSSION ITEMS Councilmember Moore stated that in her one-on-one meeting with Interim City Manager Daren Nyquist, an error was noticed in Council salaries, and a corrected copy should be distributed at this meeting, where the 2027 and 2028 salaries would increase by three percent. She added that in 2022, the previous administration did not bring a resolution to the Council and, therefore, did not receive an increase for calendar years 2023 and 2024. Interim City Manager Daren Nyquist stated that he and the City Clerk had reviewed that, and the numbers are correct. The 2027 and 2028 numbers are based on the 2026 numbers, but do show a three percent increase. Councilmember Moore asked if the budget had been corrected to state that there was a three percent increase, instead of showing a zero percent increase. Mr. Nyquist confirmed that it is correct, and the resolution will have the correct numbers and percentages listed. CITY MANAGER MISCELLANEOUS DISCUSSION ITEMS SAFETY-RELATED COMMUNICATIONS WITH THE CITY COUNCIL Page 6 of 423 06/22/26 -2- DRAFT Mr. Nyquist stated that Fire Chief Berg and Police Chief Flesland will lead a conversation about safety communications after the Council raised concerns about communication during heightened emergencies. This conversation came to light after the assassination of Melissa Hortman last summer, with clarity needed around how the Council will be made aware of emergencies in the community. Chief Flesland noted that primarily the Council is communicated with via email regarding events with known expected media interest, events with large Police presence, murders, and other events involving significant personal injuries, property damage from gunfire, fatalities from fire, and structure fires. He added that he and Chief Berg would like to recognize the current scope and rhythm of communications the Council receives regarding significant incidents and events within the City. Mayor Pro Tem Kragness stated she appreciates the emails, as they are very informative. In the event there is a media request, the Council receives that information in real time. She suggested that the Council be alerted via text message or phone calls for urgent matters. Councilmember Lawrence-Anderson stated that an urgent matter should require a text. Chief Flesland asked the Council to define what would be considered urgent. Mayor Pro Tem Kragness noted that during the assassination of Melissa Hortman, the Council could have been texted to alert them that they could potentially be in danger. That would be considered an urgent matter. She added that if there was an active shooter, that would also be an urgent matter. Councilmember Moore stated that when there is a natural disaster, or a violent episode, and the Police are shutting down streets, or a hazardous chemical spill, those and the Council are alerted via email regarding those matters, she is fine with that. She reiterated that a year ago, during the assassination of Melissa Hortman, she received one text message, but no phone call from an administrator, or follow-up texts. She added that she received an email from Chief Flesland later on, that there were extra patrols by Councilmembers' homes scheduled, but the expectation should be a text message or follow-up phone call to check on Councilmembers. She continued that the Council had no idea what was going on at the time, and afterwards, it was very disconcerting that there was such a lack of communication between the Council and the Police Department. Chief Flesland added that if there was a known credible current threat against an elected official or any City Staff, the Police Department would take action on that, and has learned from events in the past that things will flow differently in the future. Councilmember Jerzak stated that the guideline should be if the Council needs to know. For example, in the event last year, the assassin posed as a Police Officer, and the Council should have known that in the event somebody showed up at their home. He added that he was not criticizing what happened, but even so, the lack of communication was disconcerting. He stated that he Page 7 of 423 06/22/26 -3- DRAFT attended the Minnesota League of Cities conference last year, and Chief Berg was there as well, but the lack of communication was heavily discussed as a root cause analysis for that event. He stated that all of the Councilmembers had reached out to each other, and that was all they could do at the time. The Council does get emails regarding Police Officers involved in squad accidents, and the Council is told not to respond to those emails. He asked if the Council wanted to respond to emails about emergencies like that, if the Council should contact the City Manager to communicate through him to the Police Department or Fire Department. Chief Berg stated that he could come up with a protocol regarding the communication with the City Manager. He asked for grace from the Council regarding the emergency last year, as a lot of the information coming forward was not credible at first. In the event of an emergency when the Council is getting a text, he stated Police and Fire Staff should get a response to confirm that the Council received the message to avoid any unnecessary follow-ups with Staff, and phone calls, as time will be of the essence. In the event of a severe weather incident, response takes time to assess damage and communicate that with the Council. Councilmember Jerzak stated that it may be helpful for Police and Fire to designate one specific person that the Council can communicate with, instead of contacting multiple different people. It is not uncommon for residents to contact the Council when an emergency situation happens, and it would make it easier if the Council had one contact person to get all the information from that can be relayed. Mayor Pro Tem Kragness stated that the Council also complained in the past that the residents knew more about what was going on than the Council. Councilmember Lawrence-Anderson stated she does not like being the last person to know what is going on, but will defer to Chief Berg and Chief Flesland to determine what is urgent and expects a text message to clarify if an email was sent about a specific incident. Mayor Pro Tem Kragness stated that she recognizes that what is urgent and dangerous to the Council may not be to Chief Berg and Chief Flesland, as it is their normal environment. Chief Flesland stated that sometimes he is operating with three or four people handling a significant incident and does not want to give false information, because in the first two hours of an incident, Staff may not know exactly what is going on. He added that if there was a known, credible threat, Police Staff would not just send an email to Councilmembers two hours later. There would be a significant proactive response, such as a text message, but there does need to be a response from the Council to close that loop. He stated he would not commit to anything tonight, but will talk with City Staff to determine what the protocol will be. He added that he will not commit to sending an email and then sending a text to notify that an email was sent. Chief Flesland continued that the Staff will come up with a hierarchy, where if an event is below a certain threshold, it will be communicated via email in a timely fashion with accuracy, but if the event goes over that threshold, the Police and Fire Staff will communicate with the Council via Page 8 of 423 06/22/26 -4- DRAFT text with a definite list of phone numbers. If Police and Fire do not receive a response from Councilmembers after sending a text within a reasonable amount of time, police officers will be dispatched to a Councilmember's home to make sure that the loop is closed with communication. The Council could come up with a definitive list of events with known expectations for Police and Fire to communicate with the Council accordingly, and a point of contact for follow-up questions. He added that the whole reason for this conversation is to have a consistent set of expectations among City Staff. Councilmember Moore reiterated that last year, during the emergency, the Council received one text message from the City Manager, and it would seem that a sole point of contact for urgent communications to Councilmembers should come from the City Manager unless the Council, Police, and Fire Staff want to change protocol. She stated that Chief Berg and Chief Flesland should let the City Manager know important information that can then be communicated to the Council. Chief Berg stated that every communication that is delivered to the Council has gone through the City Manager in the past. He added that he could not speak to what happened a year ago as far as communication goes, because there was communication between both Chief Berg and Chief Flesland with the former City Manager, and the City Manager chose to communicate with the Council in a certain way. He noted that now it has been mutually agreed upon to include the City Manager with the Council to provide emergency updates. Mr. Nyquist noted he does not want the City Manager to be the roadblock to getting critical information to the Council, so moving forward, if the event passes a certain threshold, everyone will be contacted directly by the designated contact person. He stated that he is looking for a threshold clarity, provided in a document that can be shared to determine what that threshold is, and the amount of time allowed before sending a Police response to a Councilmember’s house if there is no response from a critical text message. Councilmember Jerzak asked if anyone had sampled what the surrounding communities do. Chief Berg and Chief Flesland both stated that they have not. Chief Berg added that most surrounding communities are in the same boat as Brooklyn Center is, and the tragedy that happened a year ago does not have a precedent with a listed protocol. All cities have protocols for tornadoes or other incidents, but last year's tragedy was a new one, and a lot of cities are still figuring out how to respond to something like that. Councilmember Jerzak stated that whatever Brooklyn Center chooses to do, neighboring cities will copy it. Mayor Pro Tem Kragness noted that it would be nice to know that a protocol is in place so that critical information that needs to be relayed to the Council does get to the Council. Page 9 of 423 06/22/26 -5- DRAFT Chief Flesland added that Mr. Nyquist has been very open-minded to some flexibility on how the right information gets to the right person as fast as possible, while recognizing that on nights and weekends, City Staff may not answer their phones as readily. The protocol will have to build in an amount of flexibility because lines of communication may have to deviate from the norm at times. He added that City Staff will get together and come up with a realistic plan with some flexibility baked into it, that will allow Staff to hit those goals in the future. He reiterated what Chief Berg mentioned and noted there was no playbook for the incident that happened last year. Councilmember Lawrence-Anderson added that if an incident rises to that threshold, she would like to be contacted on her personal phone, which she has on her 100 percent of the time, but her City phone is not always on her. Chief Flesland added that once there is an overarching approach approved, that is something that can be fine-tuned. Chief Flesland asked how he should share with the Council the proposed changes to the communication plan. He asked if they would like it in a weekly update, in a future Study Session, or a one-on-one with the City Manager. Chief Berg added that he and Chief Flesland could attend the one-on-one with the Council and the City Manager. Mayor Pro Tem Kragness noted that she would prefer a one-on-one meeting with the City Manager and get all the preferred phone numbers and methods of contact information at that time. Councilmember Moore stated she is fine with the information, including the approved communication during events attached in the weekly update. She stated that if she has any questions or concerns, she can discuss those in a one-on-one meeting with the City Manager. Councilmember Jerzak noted that he prefers the one-on-one meeting with the City Manager option. He stated that he does not want the processes and procedures to be included in the weekly update, as it then becomes public information. Any pertinent Staff who need to be in the one-on-one meeting to answer Council questions can also be invited by the City Manager. Councilmember Lawrence-Anderson agreed and stated that information should not go in the weekly update unless it is follow-up information. Councilmember Moore asked if the weekly updates are not private communications with Councilmembers, as Councilmember Jerzak alluded to. She asked if any City Staff could confirm that. Mayor Pro Tem Kragness asked if Councilmember Moore was referring to the weekly update. Councilmember Moore confirmed that is what she was referring to. City Attorney Siobhan Tolar confirmed weekly updates are public information. Page 10 of 423 06/22/26 -6- DRAFT Councilmember Moore agreed with the other Councilmembers that the information should be presented in a one-on-one meeting with the City Manager and finalized after feedback. OLD BUSINESS Mr. Nyquist explained that he has put together a recommended process, based on the previous conversation that City Staff had with the Council. He added that the conversation the Council just had with Chief Berg and Chief Flesland would fit into this category. This category will basically include a list that will be a simple way to track conversations to ensure next steps and follow-ups occur with presentations and in Study Sessions. Mr. Nyquist noted that this is the first iteration and is open to conversations or recommendations. The process will include Staff maintaining a live item tracker, with included potential next steps being a Study Session, a regular City Council meeting, or Council Consideration Items. The live tracker will live in the weekly update and will be updated every Friday after the City Council meeting. Individual Councilmembers can bring forth items for discussion during the Study Session to get a consensus, and give Staff direction on what they would like as far as bringing up an issue. This will also be useful for City Staff to track living items as well. Mr. Nyquist shared an example of what the live tracker would look like, and explained that it is a table that will be included in the weekly update with the item, lead Staff, and when the item was introduced, and will be updated every two weeks. He asked if there were any thoughts from Council. Councilmember Moore stated that this is an excellent start and is a great way to track important items, considering the ask of the Council. She noted that there was a priority grid before, but it was not regularly updated, and this is a lot more systematic and fluid, so Councilmembers can provide input or add regularly. Mayor Pro Tem Kragness asked where this list would be housed. Mr. Nyquist stated it would be in the weekly update, and Directors would have access to it, so it can be updated based on feedback from Council meetings, and will be updated every two weeks. Councilmember Jerzak stated he was the one who brought this up and wants it to be useful. He added that he also wanted to relieve City Staff of things and does not want to create another bureaucracy if it is not effective. He stated that he is hopeful that the fluidity of this list will work. Mr. Nyquist noted that he had the same thoughts and wondered if this live tracker would create more work for City Staff, and it probably will. He noted that in the one-on-one meetings, if Councilmembers raise something that could be put on the live tracker, then it would have to reach consensus to allow more work on it. This would ensure that the Council is being sensitive to City Staff's time and not requiring them to do more work based on individual wants and needs. Page 11 of 423 06/22/26 -7- DRAFT Mayor Pro Tem Kragness added that she likes the transparency and visibility of items at all times. She noted that the weekly update is meant to be a quick check-in, and staff need to make sure it stays that way. Councilmember Moore asked if Mayor Pro Tem Kragness meant that the weekly update is a quick email check-in. Mayor Pro Tem Kragness stated that the purpose of the weekly update is to take a quick glance to make sure there is visibility of things, but if the Council has to dig too much into it, it would lead to a Study Session or a one-on-one conversation. Councilmember Moore agreed and stated this will only add to what is being communicated to the Council in a timely and transparent way in the weekly updates. She thanked Mr. Nyquist for the clarity. ADJOURNMENT Mayor Pro Tem Kragness moved and Councilmember Lawrence-Anderson seconded to adjourn the Study Session at 6:45 p.m. Motion passed unanimously. Page 12 of 423 06/22/26 -1- DRAFT MINUTES OF THE PROCEEDINGS OF THE CITY COUNCIL OF THE CITY OF BROOKLYN CENTER IN THE COUNTY OF HENNEPIN AND THE STATE OF MINNESOTA REGULAR SESSION JUNE 22, 2026 CITY HALL – COUNCIL CHAMBERS 1. INFORMAL OPEN FORUM WITH CITY COUNCIL The Brooklyn Center City Council met in Informal Open Forum called to order by Mayor Pro Tem Teneshia Kragness at 7:00 p.m. 2. ROLL CALL Mayor Pro Tem Teneshia Kragness, Councilmembers Dan Jerzak, Kris Lawrence-Anderson, and Laurie Ann Moore. Also present were Interim City Manager Daren Nyquist, Interim Deputy City and Public Works Director Liz Heyman, Community Development Housing and Community Standards Supervisor Xiong Thao, Interim Finance Director Dan Tienter, City Clerk Shannon Pettit, and City Attorney Siobhan Tolar. Mayor April Graves was absent and excused. 3. PLEDGE OF ALLEGIANCE The Pledge of Allegiance was recited. 4. INFORMAL OPEN FORUM Mayor Pro Tem Teneshia Kragness opened the meeting for the purpose of Informal Open Forum and reviewed the Rules of Decorum. No one wished to address the Council. Councilmember Moore moved and Councilmember Lawrence-Anderson seconded to close the Informal Open Forum. Motion passed unanimously. 5. INVOCATION Councilmember Lawrence-Anderson quoted William Shakespeare, "We know what we are, but not what we may be." She stated that this phrase has inspired her whole life. 6. APPROVAL OF AGENDA AND CONSENT AGENDA. Page 13 of 423 06/22/26 -2- DRAFT Councilmember Moore moved and Councilmember Lawrence-Anderson seconded to approve the Agenda and Consent Agenda, as amended, with amendments to the minutes as stated during the Study Session, and the following consent items were approved: 6a. APPROVAL OF MINUTES 1. June 8, 2026 – Study Session 2. June 8, 2026 – Regular Session 6b. LICENSES GARBAGE HAULERS Allied Waste 8661 Rendova Street Northeast Circle Pines, MN 55014 Walters 2830 101st Avenue Northeast Blaine, MN 55449 MECHANICAL APP Professional Plumbing 1220 Vernon Street Big Lake 55309 Certified Mechanical 1001 North 7th Street Lake City 55041 CoolSys Light Commercial Solutions LLC 21486 Humboldt Court, #100 Lakeville 55044 6c. RESOLUTION ACCEPTING GRANT FUNDING FROM THE MINNESOTA DEPARTMENT OF PUBLIC SAFETY OFFICE OF JUSTICE PROGRAMS FOR THE PATHWAYS TO POLICING PROGRAM AND AUTHORIZING EXECUTION OF GRANT AGREEMENT 6d. RESOLUTION ACCEPTING THE MOST QUALIFIED PROPOSAL AND AWARDING A CONTRACT FOR THE WEST FIRE STATION ROOFTOP SOLAR PROJECT FOR THE MN DEPARTMENT OF COMMERCE’S SOLAR ON PUBLIC BUILDINGS PROGRAM 6e. RESOLUTION APPROVING PLANS AND SPECIFICATIONS AND AUTHORIZING ADVERTISEMENT FOR BIDS, IMPROVEMENT PROJECT NO. 2026-10, 2026 POND MAINTENANCE Page 14 of 423 06/22/26 -3- DRAFT 6f. RESOLUTION APPOINTING ELECTION JUDGES FOR THE 2026 PRIMARY ELECTION ON AUGUST 11, 2026 6g. ORDINANCE AMENDING ORDINANCE NO. 2024-05 REGARDING COUNCIL SALARIES FOR 2027-2028 (FIRST READING) 6h. RESOLUTION AUTHORIZING THE EXECUTION OF A JOINT POWERS AGREEMENT BETWEEN THE CITY OF BROOKLYN CENTER AND THE CITY OF B BROOKLYN PARK FOR A COMBINED SWAT AND CRISIS NEGOTIATION TEAM 7. PRESENTATIONS/PROCLAMATIONS/RECOGNITIONS/DONATIONS 8. PUBLIC HEARINGS 9. PLANNING COMMISSION ITEMS 10. COUNCIL CONSIDERATION ITEMS 11. COUNCIL REPORT Councilmember Moore reported on her attendance at the following events and provided information on the following upcoming events: • Shared that she attended the Riverwood Association neighborhood meeting on June 16. She noted that the meeting was well attended and the Riverwood neighborhood has been well established for many years. • Shared that June 30 is the All City neighborhood meeting at 6:00 p.m. at the Brooklyn Center Administration building on Shingle Creek Parkway. • Shared that Commissioner Lundy will attend the Council's July 13 meeting, and encouraged Councilmembers to bring any questions or concerns regarding Hennepin County to that meeting for Commissioner Lundy. She stated she will be asking about the Expanded Response Pilot program. • Shared that July 4 marks the 250th year of celebration for the United States and reminded residents to reflect on the meaning of liberty and equality. • Shared that the Heritage Center is doing tours of the facility during the Music on the Farm event on Wednesday, June 24, and more information regarding their events is available on the Heritage Center's social media pages. Councilmember Lawrence-Anderson added that it should be posted that there will be a quorum at that event. Councilmember Jerzak reported on his attendance at the following events and provided information on the following upcoming events: • Shared that he attended the Riverwood Association neighborhood meeting and met with various constituents. • Shared that he worked with the Highway 252 Task Force. • Shared that he attended two one-on-one meetings with the City Manager. Page 15 of 423 06/22/26 -4- DRAFT • Shared that he received a video on government accounting that was really valuable to understand that there are very big differences in government accounting. • Shared that the Fireman’s Association had the bagpipe presentation that was incredibly emotional, and acknowledged the dedication of the bagpipe players. Mayor Pro Tem Kragness reported on her attendance at the following events and provided information on the following upcoming events: • Shared that she attended the Fire Academy graduation along with Councilmember Jerzak, and was proud to represent Brooklyn Center, noting there were four graduates for Brooklyn Center. • Shared that she was a speaker at the Black Women in Government panel. • Shared that she attended the Juneteenth event at Hennepin College, and there were over 50 vendors with 12 sponsors, and it was a well-attended event. She added that another Mayor mentioned that eventually, people will not have to explain what Juneteenth means. • Shared that she attended her one-on-one event with the City Manager. • Shared that the Music on the Farm event at the Heritage Center will be on Wednesday, June 24, from 6:00 p.m. to 9:00 p.m. 12. ADJOURNMENT Mayor Pro Tem Kragness moved and Councilmember Lawrence-Anderson seconded the adjournment of the City Council meeting at 7:12 pm. Motion passed unanimously. Page 16 of 423 07/13/26 -1- DRAFT MINUTES OF THE PROCEEDINGS OF THE CITY COUNCIL OF THE CITY OF BROOKLYN CENTER IN THE COUNTY OF HENNEPIN AND THE STATE OF MINNESOTA REGULAR SESSION JULY 13, 2026 CITY HALL – COUNCIL CHAMBERS 1. INFORMAL OPEN FORUM WITH CITY COUNCIL The Brooklyn Center City Council met in Informal Open Forum called to order by Mayor April Graves at 7:09 p.m. 2. ROLL CALL Mayor April Graves, Councilmembers Dan Jerzak, Teneshia Kragness, and Laurie Ann Moore. Also present were Interim City Manager Daren Nyquist, Interim Deputy City and Public Works Director Liz Heyman, Community Development Housing and Community Standards Supervisor Xiong Thao, Interim Finance Director Dan Tienter, City Clerk Shannon Pettit, and City Attorney Siobhan Tolar. Councilmember Kris Lawrence-Anderson was absent and excused. 3. PLEDGE OF ALLEGIANCE The Pledge of Allegiance was recited. 4. INFORMAL OPEN FORUM Mayor April Graves opened the meeting for the purpose of Informal Open Forum and reviewed the Rules of Decorum. John K., a resident of Brooklyn Center for 42 years, stated he has been hit by Code Enforcement a lot recently for having a skid steer sit in his driveway. He explained that he uses the skid steer for snow removal in the winter, and to help out his neighbors with other issues like landscaping and tree removal. This has not been an issue until recently, and he asked if there was a way he could get a variance to have the equipment on his property when in use. He added that the skid steer is not stored on his property regularly, but will be parked there after use. He continued that City Council determined that bobcats and skid steers are no longer allowed in the City, and he has no commercial vehicles but has also been cited for that more than a half dozen times even though his trucks are licensed the same as an RV. He noted that these code violations seem to be telling him that he is no longer a good fit for Brooklyn Center and cannot continue living the way he is living, even though he is trying to help his neighbors and clean up the streets. He asked again if it is possible to get a variance for using his equipment in the City. Page 17 of 423 07/13/26 -2- DRAFT Mayor Graves thanked John K. for his comments and apologized for all the frustrations that he is having. She stated that City Staff would follow up with him to see if there is an avenue forward around the issue. She continued that he is exactly the kind of neighbor that Brooklyn Center needs, because he is stepping up and helping other people. She thanked him for coming in to speak. John K. stated he had a few more things he wanted to address. Mayor Graves stated that if the Council is open to it, and there is not anyone else that needs to speak to the Council, then he can come back up and speak again. Naheed stated that when she approaches City Hall from the south on Shingle Creek Parkway, she has to drive past City Hall to the next stoplight and make a U-turn. She stated she was really frustrated and wanted to bring it up with Public Works and the Council to see if it would be possible to make a more direct route on the northward approach to the City Hall parking lot for more accessibility. Isaac C., who serves as Treasurer for the Twin Cities chapter of the National Association of Hispanic Realtors. This is the largest Latino business organization in the United States and represents over 50,000 real estate professionals. There is an active chapter and growing presence in the Twin Cities. He stated he was there to introduce himself and noted that Brooklyn Center Latino families are renting, buying, working, and starting businesses in Brooklyn Center, and that matters because over the next 20 years, nearly 70 percent of new homeowners in this county will come from Latinos. In the state of Minnesota, Hispanic home ownership has grown more than 60 percent since 2010, and Latino residents represent over 16 percent of the state’s population. He added that in 2025, nearly 25 percent of all single-family home purchases in Brooklyn Center were made by Latino home buyers. He added that Latinos have come to this area for the same reason every immigrant group does: for opportunities to serve and present themselves as partners. Mayor Graves thanked Isaac C. for speaking, and told him to leave his contact information with City Staff. Kevin S. of the Evergreen neighborhood stated that there are rumors of some election irregularities and wanted to ensure that there are enough election judges in case something were to happen. He added that there is a need for election judges, especially for Republican ones to ensure there is balance. Mayor Graves added that she does not know a lot about election judges, but they are supposed to be non-partisan. Kevin S. added that a lot of things are supposed to be non-partisan, but there ends up being some support for one candidate over another, and election integrity is important. John K. stated he has concerns about the safety of the ladies in his neighborhood as there are group homes down the street from his neighborhood and people wander through the street at all hours. He noted this is scaring the women in his neighborhood, and it seems that a lot of the single-family Page 18 of 423 07/13/26 -3- DRAFT homes being sold recently become rentals or group homes. The neighbors do not want any more group homes in residential areas. There are men from the group homes walking down the middle of the street with no shirt or shoes, making women feel unsafe in their own neighborhoods even during the day. He added that another issue is he lives off of Dupont, and that was one of the first reconstruction areas in the City. The City was supposed to take care of the rain gardens there, and they have turned into a complete disgrace with overgrown weeds that are not managed. He stated it would be nice if the City hired someone else to come in and take care of the gardens as they do on the south half of Dupont and have it all taken care of as one avenue. He stated his main concern, though, is the group homes that are near his neighborhood and the women's safety who live there. Mayor Graves thanked John K. for speaking again, and City Staff will reach out to him regarding all the issues he raised. If he does not hear from anyone, he should reach out to her directly. Councilmember Kragness added that she has seen the individual from the group home that John K. is speaking of that walks around Dupont and encouraged John K. to keep speaking up about it to make sure people feel safe. Unable to hear John K. from the audience. Councilmember Moore stated that the Council does not need to speak to the person who presented at Open Forum, but John K. should report anything that he thinks might be a threat or danger to his neighborhood. She added that John K. can also reach out to the entire Council, not just the Mayor, to follow up with City Staff. Mayor Graves added that this is not a new concern in the City, and while the Council understands the need for services provided to people by group homes, Brooklyn Center has more than its fair share of them. She added that the Council has done some advocacy work with other cities who have similar issues with heightened police calls, and residents feeling unsafe around group homes. The Council has encouraged state-level action around compliance with specific requirements and not over-saturating specific neighborhoods. She added that John K. is speaking about a problem that the Council is aware of, and encouraged him to send an email to her or the Council; she was not implying he could not send it to the Council, but City Staff should follow up with him after this meeting. Mayor Graves moved and Councilmember Kragness seconded to close the Informal Open Forum. Motion passed unanimously. 5. INVOCATION Mayor Graves recited a poem she wrote called “We Leave Seeds.” “Some believe change arrives like thunder, loud enough to split the sky and leave no doubt that something happened. But I have learned that most transformation sounds different. It sounds like a neighbor asking, ‘How are you doing, really?’ It sounds like young people who still believe we Page 19 of 423 07/13/26 -4- DRAFT can do better. It sounds like hard conversations that refuse to become hard hearts. It sounds like the courage to stay at the table when walking away would be easier. I’ve watched fear travel quickly, but I have watched love travel further. Not because it shouted louder, but because it stayed. It stayed to comfort, it stayed to question, it stayed to listen. It stayed to repair. It stayed to plant. Every policy is ultimately about people. Every vote touches someone's home, someone's child, someone's tomorrow. We forget this when we begin speaking only in budgets, motions, and procedures. But beneath every agenda is a human story asking the same question: will I belong here? Perhaps that has always been the work. Not simply building roles or parks or programs, but building conditions where people remember they belong to one another. Tonight, whatever differences remain, I hope we all remember that none of us are the whole garden. We are each only temporary gardeners. We inherit soil we did not prepare; we tend what we can while we're here. We leave seeds for hands that we may never meet. And if we have loved this community well, those seeds will remember how to reach up for the sun." 6. APPROVAL OF AGENDA AND CONSENT AGENDA. Mayor Graves noted that there was a change discussed regarding a resolution and asked Councilmember Jerzak to explain. Councilmember Jerzak noted the title of City Manager should be changed to Interim City Manager. He added that the minutes from June 22 were not in his packet, and by the time he realized it, it was too late. He stated this makes it difficult to approve previous minutes. Mayor Graves stated that it must have been an oversight because she got the minutes in her packet. She added that she was not at that meeting. She noted that the change can be made to Interim City Manager instead of City Manager in resolution item 6c. Resolution authorizing the execution of a Joint Powers Agreement between Hennepin County and the City of Brooklyn Center for the Expanded Response Team. She continued that the Council should remove the approval of the minutes and move it to the next Council meeting. Councilmember Moore noted she had an additional question about item 6c. Resolution authorizing the execution of a Joint Powers Agreement between Hennepin County and the City of Brooklyn Center for the Expanded Response Team. She stated she did not have a chance to send an email to Interim City Manager Daren Nyquist regarding the budgeted amounts. There seem to be two timelines, one from January 1, 2026 to June 30, 2026 that has one amount. There is another timeline from January 1 to December 31, but there has not been a social worker involved during that time period, so she wanted some clarity on that. She asked that if this resolution passes on the consent agenda, does that mean the Council has committed all of those funds with no social worker as part of the social worker paramedic team. Mr. Nyquist stated he has to be careful how he responds, because there is a County Commissioner in the room, but from his understanding, part of that is the grant funding piece from Hennepin County and the other is ARPA dollars from the City. He added that Staff has been working without a contract because of leadership transitions and staffing problems with Hennepin, but it needs to be made official, and there needs to be language put in front of the County Board to make it official. Page 20 of 423 07/13/26 -5- DRAFT He added that once that contract becomes official, there is an opportunity with the contract language for the City to true up what is owed because the City has not been provided services for an extended period of time. Documentation needs to be signed, and then discussions can happen about pro-rated fees or rebates. He added that the numbers Councilmember Moore is referencing would be ceilings, not true costs. Councilmember Moore stated she figured that was what was probably happening but did not want to be allocating funds, grant or otherwise, that are not the City’s obligation as part of the agreement with Hennepin County. Mayor Graves noted that Mr. Nyquist could come back to the Council with updated numbers once he gets them. Councilmember Kragness moved and Councilmember Moore seconded to approve the Agenda and Consent Agenda, as amended, with amendments to the minutes as stated during the Study Session, with removal of item 6a. Approval of Minutes, and the addition of the word Interim City Manager within Item 6c. Resolution Authorizing the Execution of a Joint Powers Agreement between Hennepin County and the City of Brooklyn Center for the Expanded Response Team, and the following consent items were approved: 6a. APPROVAL OF MINUTES 1. June 22, 2026 – Study Session 2. June 22, 2026 -- Regular Session 6b. LICENSES 6c. RESOLUTION AUTHORIZING THE EXECUTION OF A JOINT POWERS AGREEMENT BETWEEN HENNEPIN COUNTY AND THE CITY OF BROOKLYN CENTER FOR THE EXPANDED RESPONSE TEAM 6d. RESOLUTION AUTHORIZING THE CLOSURE OF CERTAIN FUNDS AND AUTHORIZING THE TRANSFER OF ANY REMAINING FUND BALANCES 7. PRESENTATIONS/PROCLAMATIONS/RECOGNITIONS/DONATIONS 7a. RESOLUTION DECLARING JULY AS “PARK AND RECREATION MONTH” IN THE CITY OF BROOKLYN CENTER Mayor Graves read aloud a Resolution declaring July as “Park and Recreation Month" in the City of Brooklyn Center. Councilmember Moore moved and Councilmember Jerzak seconded to approve a Resolution Declaring July as "Park and Recreation Month" in the City of Brooklyn Center. Page 21 of 423 07/13/26 -6- DRAFT Motion passed unanimously. 7b. MINNESOTA RECREATION AND PARKS ASSOCIATION AWARD OF EXCELLENCE PRESENTATION Jamie Neldner, the Program Advancement Administrator for the Minneapolis Park Board, and a member of the Minnesota Recreation and Park Association (MRPA) Awards Committee, introduced himself to present the MRPA Award of Excellence to the City of Brooklyn Center. Mr. Neldner stated the MRPA was formed in 1937 to foster growth and development of Parks and Recreation throughout the state. The Awards of Excellence are an annual program created to recognize agencies and their staff for an exemplary project that was either brand new in 2025 or received substantial revisions in 2025. MRPA members can nominate a project for an Award of Excellence in different categories that include: administrative communications, parks and facilities, programming partnerships, sustainability, and finally volunteer initiatives. Nominations are received, then reviewed, evaluated, and scored by MRPA members, and only the top-scoring nominations are selected to receive an Award of Excellence. Mr. Neldner continued that it was an honor to present on behalf of MRPA an Award of Excellence from the Programming and Events category to the City of Brooklyn Center for its winning project called Reciprocal Swim Lessons. This program removes financial, logistical, and cultural barriers, providing free swim lessons to BIPOC immigrant and low-income youth who have historically lacked access to aquatics opportunities. This program directly addressed drowning disparities among populations at the highest risk, helping youth gain critical water safety skills and confidence that can save lives. In 2025, the program had 38 students participating, and 100 percent were from BIPOC communities, and many of them had little or no prior swimming experience. This program also creates a direct workforce pipeline into aquatics careers. Nine of the participants mentioned have already been hired as aquatics employees, with students earning certifications and helping train future cohorts in the program. All of this demonstrates why recreation is so vital in the community's well-being, improving safety, creating employment opportunities, developing future leaders, and building a more equitable and inclusive Brooklyn Center for many years to come. Mr. Neldner congratulated the City of Brooklyn Center and the Parks and Recreation team. Mayor Graves noted Staff would get a picture taken with their award. Councilmember Kragness noted that she wanted to commend Parks and Recreation Director Cordell Wiseman for pushing this program through, because when he first brought this program forward, there was pushback from other Staff on it, so for this program to be recognized and awarded is great. She stated she wanted to acknowledge that Mr. Wiseman did not give up on this program despite the pushback, and thanked him for persevering. Mayor Graves moved and Councilmember Moore seconded to accept the presentation. Page 22 of 423 07/13/26 -7- DRAFT Motion passed unanimously. 7c. RESOLUTION EXPRESSING RECOGNITION AND APPRECIATION FOR THE DEDICATED PUBLIC SERVICE OF POLICE DETECTIVE BRETT VESEY Mayor Graves read aloud a Resolution expressing the City’s recognition and appreciation for the dedicated Public Service of Police Detective Brett Vesey. Councilmember Jerzak moved and Councilmember Kragness seconded to approve the Resolution expressing Recognition and Appreciation of the dedicated Public Service of Police Detective Brett Vesey. Motion passed unanimously. Mayor Graves noted that now that a Detective position is open, she will be curious who will compete for the role. She added that the City appreciates Mr. Vesey’s service and wishes him well on his retirement. 7d. HENNEPIN COUNTY UPDATES Mayor Graves introduced Commissioner Lundy to present this item. Commissioner Lundy thanked the Council for their time. He highlighted his staff and noted that they are always available as they all work as a team. He added that they have a new addition to their team with Faith Outland as a summer intern this summer. Commissioner Lundy highlighted what the team has been working on, and noted that the Blue Line extension, though it does not reach Brooklyn Center, has been a priority to get an investment in Minnesota that allows new freedom to travel with ease and connect communities like Brooklyn Park, Crystal, Robbinsdale and Minneapolis together. He added that if the Council were to look at a map, there is a spot where investment does not go, and it is his district and is generational and not by accident. He continued that the Blue Line extension is one of those investments, but more importantly, it will create an opportunity with Metro Transit to have east and west transit lines, rather than just going north and south. Commissioner Lundy continued that he has two sons who both attend the University of Minnesota, and can get on a bus from the University and be in Maple Grove on a direct line in 25 minutes, but if their destination was Brooklyn Park it would take 70 minutes, and that is not fair. He added that the youngest district in Hennepin County with the most kids should have the best access to the highest quality of higher education, and the county is fighting hard to make those investments. There is a pattern that emerges when looking at a map of Hennepin County where the median home value is lowest, and when looking at the map of people of color and diversity, it is the same pattern. He continued that when he shows this map to people, he gets apologies and lots of commitments but not much action, and that is something the county is working hard to change Page 23 of 423 07/13/26 -8- DRAFT because these areas have the least amount of transit options and over 50 percent of the people in these areas rely on public transit. The same patterns emerge when looking at housing cost burdens, high school degrees, and years of potential life lost, which means these people have a lack of access to health care and lose lives; all of the maps overlap in the same areas. He added that the reason there are so many group homes in this area is that it is cheap to buy a house here. There is a lot of talk about corporations buying houses, and a group home is a corporation, which makes housing more expensive when competing with businesses. Commissioner Lundy explained the last map displayed is the CDC social vulnerability map, which shows the ability of an area to handle COVID-19, financial distress, and recessions. The map shows that when those things happen, the people that live in this area tend to lose housing, and the map shows the same area over and over again. Commissioner Lundy explained that he and three other Commissioners met with the Governor's office, and all of them were on the same page regarding the Blue Line extension. All seven Commissioners have consistently voted to say that this is important, not just on the Blue Line extension but how the county takes care of people regarding housing, addiction, and homelessness. He added that within half a mile of a Blue Line station, he expects the property tax value to be 27 times higher next year. On the Green Line, there is expected to be $3 billion in development that will be booked. Commissioner Lundy explained that construction for the Blue Line extension will create thousands of stable jobs with an emphasis on letting local businesses get a bid on that project. The project is a real commitment, with the county providing $2.3 billion; there is an emphasis on the county righting some of the wrongs on the maps shown before. He added that the county has provided the money, and will be trying to get Metro Transit on board to get to the next step. Commissioner Lundy explained that a lot of time was spent at the legislature to save the hospital, and if that funding had not passed, the county would be in the process of shutting down the hospital. The Robbinsdale North Memorial Hospital serves 95,000 people in their emergency room every year, and if that was put back into local emergencies, the wait time to be seen would be eight to ten hours. He added that the legislature, as well as the legislature, believes that the hospital is a statewide asset. Commissioner Lundy continued that the county does not get enough money to help all the people who need help with evictions or foreclosures. He stated that the county has chosen to triage the problem and has divided up the money to be used throughout the year. The county does not help people until they end up in eviction court, and it may sound cruel, but that is the best bang for their buck, with a county team of lawyers called Adult Representation Services who help a person in eviction court who will help negotiate between the tenant, landlord, and the judge to get a fair outcome where a landlord potentially settles for payment plans. He reiterated that, unfortunately, until a resident goes to eviction court, the county cannot help them. He added that if residents contact the Council to ask for help with housing issues or assistance, the Council should urge them to go to eviction court where the county can step in with their team to help them. This is the best way for the county to help with that need and make the money allotted to the county go as far as possible. He continued that the federal government has eliminated a lot of grants, or there are new Page 24 of 423 07/13/26 -9- DRAFT rules in place, but the county is still trying to continue to provide housing for the homeless. He added that the Transit Center is a place to find homeless people, and those people are counted. The county is working hard to continue efforts to help people who are experiencing homelessness and addiction issues, as they are very much connected. Commissioner Lundy added that the county opened the Youth Crisis Stabilization Center in December or January, which helps kids who may be found incompetent and are done with the justice system and fall out of the judge's purview. The Youth Crisis Stabilization Center is a place to put kids who suffer from either mental health challenges or addiction and can help find a placement that will help kids long-term. He added that children under the age of 13 will soon automatically be considered incompetent because they are too young to stand trial, and there are not enough places in the state of Minnesota to help. He continued that it was his privilege to co- chair a statewide task force to look at the challenges of this, and he is going back to the legislature to fix the reimbursement issues for staff who have to watch a very violent person. The reimbursement rate currently does not change regardless of how many people have to watch a violent person, and those pay discrepancies cause facilities to close. The county is working hard on those pay discrepancies with the legislature to ensure that kids get the help they need and deserve. Commissioner Lundy noted that this fall, the county will receive the environmental EIS for Highway 252. He stated he wanted to share a story that stuck with him, and back in 2006 when he ran for Council, there was a bridge that is built now, but it was not built in time because the City did not have the money. Unfortunately, a person crossed that street and was killed, and suddenly there was money to build the bridge. He stated he always fears that sometimes cities wait for death to then fix things. On 93rd and Highway 169, there is a cemetery on the left, and an overpass, and for 25 years a person died at that intersection every year. In 2010, he made the motion to start the eminent domain process to remove a 95-year-old woman who lived in a farmhouse on that corner, because the City needed to fix that section of road, and eminent domain is used when there are transportation issues. That section of road was finished in 2012 and has saved 14 lives since its completion. He stated he brought this up because of the Highway 252 project, because a person dies there every year and the county is offering help where they can because the City has to do something. He continued that he has met with multiple families who have loved ones that have been killed on Highway 252, and while no one has a solution, all of them believe that there is a solution. He added that he cannot guarantee everyone is going to love a road, but when something is unsafe, people are going to pay for it. He noted he has had discussions with Brooklyn Park and Minneapolis, and all agree something has to be done, and if everyone starts working towards the intent that the road needs to be done, it will happen. There is also a no-build option, which means that no one will do anything. He stated that he will do everything he can to support Brooklyn Center, Brooklyn Park, and the county to vote to make sure something happens so the Council can look back and say people are walking this earth because they all did something about that road. Mayor Graves stated that she wanted to respond to the comments about Highway 252. She added that she was not sure if Commissioner Lundy remembered this, but MnDOT was not even looking at Highway 252 until Brooklyn Center and Brooklyn Park made them look at Highway 252. She Page 25 of 423 07/13/26 -10- DRAFT stated that the Council and the community of Brooklyn Center are well aware of the safety conditions of Highway 252. She added that she appreciated Commissioner Lundy acknowledging that he does not have all the answers, because that is where the difficulty is right now. There have been recent wins regarding cost-sharing for the project, but the City had to really advocate hard for that. She asked if he could talk more about the Youth Crisis Stabilization Center, and talk more about the upstream things that the county is doing. She stated that in some cases, a young person might be born with some kind of mental disability, but in other cases life experiences may have led them down a road to addiction, which affected their mental well-being, and asked how the county is helping those youth before it gets to that crisis level. Commissioner Lundy responded that the county is trying to embed social workers everywhere, and the Family Response Stabilization Unit (FRSS), which is available to everyone to call, can respond within 24 hours to reach out to a family to make contact. The FRSS costs nothing and will sit down and try to ascertain what is going on with a family in crisis in order to help before the justice system has to get involved, which may be the worst outcome for youth. The partnership with Brooklyn Center and Brooklyn Park has really helped to prove that alternative response tools like social workers who can make contact and get people connected to services and make appointments for families in need remove barriers. The other fact is there are not enough police officers to separate out what is a police function, because the police get called to everything but are not always necessarily the right call, and having alternative resources out there is helpful. The schools have also had to recently cut back on social workers due to budget cuts. Mayor Graves noted that some of the funding that provides resources like social workers and therapists for the school-based clinics in Minneapolis is under threat now too. Commissioner Lundy stated that the county is under the same pressure and is under a hiring freeze after cutting 400 staff through attrition. The focus has had to shift to the county's core mission, which is mental health and addiction, and the county will have to step back from other things in order to focus on that. Mayor Graves stated she has been thinking a lot about mutual aid since COVID-19 and Operation Metro Surge, and Minnesota has proven that it can activate in that way, but there is a space for creating networks and partnerships that are more sustained to increase efficiency and decrease costs. The county serves as a really important central hub that does that work every day at a public entity level but could also help model what that looks like at the community level for smaller organizations and cities. Councilmember Moore thanked Commissioner Lundy for the presentation. She applauded Hennepin County's commitment in terms of mental health and homelessness. She added that she learned at a neighborhood meeting that COPE has been at quite a few neighborhood meetings and received 225 calls last year from Brooklyn Center residents ages 14 to 45. The City also has the Expanded Response Team with social work and paramedics with COPE, and Canopy, which will end when ARPA funds run out for that. She added that she has been a social worker for 35 years and there needs to be a coordinated effort across cities and the county. There are so many departments and so many focuses; it would be nice to streamline it to focus on what has had the Page 26 of 423 07/13/26 -11- DRAFT best outcome for the county and for Brooklyn Center. She added that the legislature approved the funds to keep Hennepin Health Care Hospital, but residents are still being taxed for the Twins Stadium, which has already been paid for, and the legislature could not use that tax to pay for Hennepin Health Care Hospital. She stated she gets really concerned about her Hennepin County taxes, her Brooklyn Center taxes, among all the other taxes she has to pay while continuing to pay for a stadium that has already been paid for. Councilmember Moore added that she appreciates Commissioner Lundy's continued involvement in Highway 252 and noted that the City does have a Highway 252 Task Force that is solely devoted to the project. The Council is still waiting for the environmental study results, and there have been several City Staff members who have been very involved with the project as well. Councilmember Moore noted that one of the best things is to have an embedded social worker in police departments and thanked Commissioner Lundy for bringing them up. Everyone has their role in terms of Public Safety and mental health in communities, but the embedded social workers have been a blessing to police departments to ensure that people get connected to the right resources. She thanked Commissioner Lundy for continuing to support embedded social workers for the cities, including Brooklyn Center. Commissioner Lundy noted that the ballpark tax will be paid off early next year and added that the football stadium is paid off. The baseball stadium tax is a state-imposed tax, which means it has to be connected to a purpose. The purpose is to pay off the bond for the stadium, and sales tax is the best way to connect to bonds to pay for infrastructure. The Hennepin Health Care Hospital has eight buildings downtown. There were several older hospitals that, when they all folded, became what is called Minneapolis General, which was then bought by the county. There needs to be one building, and the county hopes the legislature will allow the county to continue the ballpark tax that will be repurposed to pay for those bonds for the hospital. The county does still have about $15 million a year in partnership with the Twins, and it does pay for sports grants for Brooklyn Center as well as the extended library hours. Councilmember Kragness stated earlier that Commissioner Lundy had asked how many social workers had been cut, and the total is 26 positions. Commissioner Lundy noted that he rounded up earlier when speaking and thought it was 48 positions. Councilmember Jerzak stated that this is a great opportunity for education, and education is powerful. He noted that he would specifically talk about the light rail system and had a series of questions for Commissioner Lundy. He added that he and Commissioner Lundy have not discussed this previously. He asked what particular benefits to the residents of Brooklyn Center would be provided by the light rail. Commissioner Lundy responded that the benefit of the light rail is the permanency of the investment. He noted that bus routes can change, and people who depend on them suddenly find themselves traveling 90 minutes instead of 30 minutes. The other benefit is the travel available from east to west, so residents in Brooklyn Center can get to Plymouth instead of going to Minneapolis, and it will be the same for Brooklyn Park. Maple Grove is also looking at connecting Page 27 of 423 07/13/26 -12- DRAFT their buses, so residents can get into a system to get them east to west, which the cities currently lack and will allow people to connect to the light rail. Councilmember Jerzak asked primarily how this project will be funded. He noted that there are federal grants, property tax increases, and the county has received preliminary funding from the federal government. He asked if this project would be assessed for individual taxpayers as well. Commissioner Lundy noted that residents would not be assessed, but there is a transit tax on their tax bill that would help pay for the light rail. In 2014, Hennepin County struck a deal at the commissioner level that if the county implemented a transit tax, it had to fund the Green Line and the Blue Line to fund the bonds for construction. He added that the price tag for the Blue Line is currently around $3.5 billion, and one-third of that is contingency. One of the lessons learned from the Green Line was that the builder did not carry enough of the contingency and did not care enough about the project. With the Blue Line, the county is carrying 32 percent of the contingency, which means if they do a good job, the project comes in a third under. He added that the Blue Line will not be a perfect project and will not go around lakes or under people's condos; it will go right down the middle of the roads that are owned by Hennepin County. He noted that $2.3 billion will be provided for the project by Hennepin County, made available by bonds, and $750 million is the number given by the FTA, and $400 million will come from a variety of other sources. The project is still about $200 million short because every year the project does not get done, the project gets $90 million more expensive, but the county is getting close to eliminating that gap through savings, and Hennepin County kicked in another $107 million. Commissioner Lundy noted he could provide a full breakdown of the funding to the Council with all the funding sources listed. Councilmember Jerzak noted that he worked for the Met Council for a long time and in the past, buses were rerouted, which became feeder routes. This is a point of contention because routes get eliminated, including express buses. He stated he wanted this to be on Commissioner Lundy's radar because it does impact Brooklyn Center's residents. Councilmember Jerzak continued that the other main issue is crime. Hennepin County can build the light rail system, but if it is not safe to ride, then no one will use it. He asked what efforts the county is making to handle safety on the light rail. Commissioner Lundy stated that crime at a transit center reflects crime in the neighborhood. He added that if a transit center is built on Lake Street where there are challenges with addiction and open-air drug markets, there will be problems. He added that Metro Transit was very short-staffed after the murder of George Floyd and could not proactively enforce things, but has started to enforce more rules regarding drug use on transit, which is not acceptable. He added that the bottom line is a transit station reflects crime that is already happening in that location. In 2023, Hennepin County fought for a 0.75 percent tax that goes to fund Metro Transit, which ended up with them having more money to pay for safety improvements. The operating budget also went up 40 percent, but cities are not seeing 40 percent more transit options, so the county is starting to ask questions. Metro Transit was allotted a reliable source of funding, so they were not always at the capital. Page 28 of 423 07/13/26 -13- DRAFT Councilmember Jerzak added that cost overruns are always a concern, and he is glad to hear the percentages go up from start of construction to contingency, but all the cities along the route need to buy in because those are the things that can drive costs incredibly high, and negotiations can become contentious. Commissioner Lundy noted that municipal consent is 87 percent of the people on the Blue Line, and elected officials voted for consent, and that number is higher than what is seen around the country. The cost per mile is the cheapest of all the light rail projects at the FDA. He added that the county has learned that when doing bridges, they are going to ask MnDOT to help with their expertise, because there is also a lot of cost associated with bridges. There is also a Project Decision Board that gets in earlier to look at costs to start making corrections in order to spend less money. Councilmember Jerzak asked what the impact will be on the light rail project if the Highway 252 proposals go through. Commissioner Lundy noted that in Minneapolis, MnDOT has looked at BRT and it is not warranted. BRT does a really good job of capturing existing transit, but it does not create new transit users, whereas the light rail gets new users. There will continue to be places for buses to travel, on Highway 252 on the express routes, and if those numbers change in the future and there is a reason to add rapid transit, that road will be ready. Councilmember Jerzak stated that he is very grateful for Hennepin Health Care Hospital, but he does not want to forget North Memorial Health, which is in trouble with the Sanford merger. The Brooklyn Center residents heavily rely on that hospital and the Hennepin Health Care Hospital, but Brooklyn Center needs the county's help to keep that hospital in the area, particularly for emergency responses, and embedded social workers are being funded out of there, as is the art team, and those grants are coming to an end. Even though Hennepin Health Care Hospital is fixed, there is more work to be done. Commissioner Lundy noted that he is the Chair of the Hospital Board, and there have been multiple discussions with the CEO of North Memorial Health, and because of the interconnectedness of all the hospitals in the area, there is a viable operating patient mix. There have been commitments made by Sanford that they will invest in the hospital in Robbinsdale, not just the hospital in Maple Grove. The county is very much committed to keeping both hospitals and is making more effort with the legislature to keep them. Councilmember Jerzak thanked Commissioner Lundy, and any information that can be provided to the Interim City Manager to be distributed regarding costs would be helpful for the Council to reference for questions from residents and constituents. Councilmember Moore stated she had another question about the Blue Line extension, but asked if the Southwest Light Rail is done yet. Commissioner Lundy answered that the Southwest Light Rail will be open next year. Page 29 of 423 07/13/26 -14- DRAFT Councilmember Moore noted that the Southwest Light Rail went $300 million over budget and the North Star line was closed that went out to Big Lake. She added that she is aware Commissioner Lundy has received a lot of feedback regarding the dancing man advertising the Blue Line extension. She asked if there will be a point that the county decides to cut their losses and not continue the Blue Line extension, due to all the pushback from the public. She noted that there are more numbers in front of Commissioner Lundy that are coming from new transit members that could give the county the option to say no and consider other options. Commissioner Lundy stated that is correct, and like any project, there is funding coming from different buckets, and if it cannot all be covered, it has to come from somewhere else. The county is at the final step now to apply for the grant agreement, and if that is not approved, then that is an open question, but the county should know soon. He added that he goes to the Light Rail Transit (LRT) meetings and there are 13 Bus Rapid Transit (BRT) in the queue right now, and the idea that the county is going to stop LRT and switch over to BRT is not going to work because the county would need four to six BRTs to equal one LRT. He noted that 13 BRTs at three years of BRT means it would be 25 years before the county would see BRTs there. The county is going to push as hard as they can to get the Blue Line extension, and will then make a decision. Mayor Graves noted that Commissioner Lundy mentioned the $30 billion in economic development that he suggested will be happening along the 52 miles of the Blue Line and the incentives that people will have to build along the line, or if those people do not have the funding to build directly on the line, it could still be an opportunity to promote Brooklyn Center. She wondered what the county is putting in place to make it more beneficial to adjacent cities and smaller entrepreneurs or developers who may not be able to find a place directly on the line but will be able to be connected to other opportunities. Commissioner Lundy stated that there is an anti-displacement that is tied to the Blue Line, and there are DOD grants that are still issued all the time. The county continues to invest and believes transit is important because if residents cannot get to work or school, they are not working or getting a college education. If there was a bus line going from the D Line to Bass Lake Road, and getting on a Light Rail, residents could get to North Memorial Hospital and the University of Minnesota in a simple line with two stops. Councilmember Kragness thanked Commissioner Lundy for coming in to speak, and appreciated his compassion and the reason he does the work he does, and it shows. Commissioner Lundy thanked Councilmember Kragness, and noted that Hennepin County invested money to help kids become lifeguards. He stated that he loves that program and every time it comes before the county, they invest $2 million. He added that having kids not only learn to swim, but become lifeguards and can get paid in the summer months is valuable. He noted that his son is a lifeguard during the school year, and at the University of Minnesota, and places are desperate for lifeguards and desperate for people to teach other kids life-saving skills. Councilmember Jerzak stated his only complaint about the swimming program is that it is not extended to elderly people who do not know how to swim. He stated it would be a unique Page 30 of 423 07/13/26 -15- DRAFT opportunity to expand that program to older people who are afraid of water and cannot swim. He acknowledged that the BIPOC community does have a higher percentage of drownings, but the program should be offered for senior citizens as well. Mayor Graves moved and Councilmember Kragness seconded to accept the presentation. Motion passed unanimously. 7e. BROOKLYNK WORKFORCE DEVELOPMENT PRESENTATION Tim Gladhill, the Community Development Director for Brooklyn Park, introduced himself. He noted that Brooklyn Park has a joint powers agreement between itself and Brooklyn Center and is excited to continue as the fiscal sponsor for this program, as well as provide the staffing. He introduced Jolene Rotich, the Workforce Development Program Director who makes all the magic happen. He noted that BrookLynk was born out of Cities United and Reimagining Public Safety and Youth Services. He continued that 10 years later, the primary economic development tool is workforce development, and while it is still important to have the financial incentives and the site selection to make things happen, none of it matters if there is not a workforce to occupy the jobs they are creating. Mr. Gladhill noted that he and Ms. Rotich are simply providing information and are not asking for any action. Historically, BrookLynk has been about 80 percent funded by other sources beyond the two cities of Brooklyn Park and Brooklyn Center. There have been state grants, which are especially important, as well as Hennepin County's WorkForce Development Board that has been a huge partner with BrookLynk. BrookLynk has also received ARPA funding and funding from a few other programs, but that was never a permanent funding solution. The program has also received philanthropic donations and employer funding. The funding numbers used to be an even split between Brooklyn Park and Brooklyn Center, but as time has gone on, Brooklyn Park has made some decisions to grow the program, and that funding has been more directly tied to Brooklyn Park. The $75,000 original contribution from Brooklyn Park has grown to a $464,822 contribution this last year, and Brooklyn Park has not asked Brooklyn Center to step up and change their original $59,000 annual contribution. Mayor Graves asked Mr. Gladhill to explain why Brooklyn Park thinks this is such an important investment. Mr. Gladhill noted that Workforce Development and growing their tax base and opportunities within the community are important. He noted that they have spent a lot of time in the biotech sphere, and District 169 and 610 ask if there is a workforce ready and talent that is educated, trained, and a workforce to do the types of jobs that bring wealth-building to another level. He noted that there is a certain industrial tax base, which is great, but it is entry-level, and the salary is not what biotech, med tech, and life science jobs are, and there are opportunities to create those jobs in Brooklyn Park. Councilmember Moore asked if he was only talking about Brooklyn Park. Mr. Gladhill noted that the question was about the value of Brooklyn Park and the contributions that they are making to the program. Page 31 of 423 07/13/26 -16- DRAFT Councilmember Moore stated he was talking more about Brooklyn Park than Brooklyn Center. Mayor Graves asked Councilmember Moore to ask to be recognized before speaking. Mr. Gladhill continued that as Brooklyn Park expands their access to jobs, they also serve the Brooklyn Center youth as well. The program does serve a percentage of the population in Brooklyn Center too, and will let Ms. Rotich talk about that participation and benefit in Brooklyn Center. Mr. Gladhill noted that the request was to provide information, and the Council can review that as part of their budget conversations and will have to make a decision on that, but Brooklyn Park will continue to move forward with their own programming. He noted that Brooklyn Park will have to make some important decisions this year and find more funding sources if they are going to continue the contribution of $400,000 and they are not successful in getting the grants that they continue to rely on. He noted that if they cannot get the funding required, they will have to start cutting back on the programs offered, but they have had 10 years of success with BrookLynk. Brooklyn Park is also expanding BrookLynk into the adult education arena as well, and will continue to seek every grant possible. Mr. Gladhill noted that Brooklyn Center has contributed $59,000 for several years for this program, and asked if the Council would consider bumping up that contribution to $75,000 as costs have increased with inflation. He noted that for several years, the contribution from Brooklyn Center has not changed, and they will not ask Brooklyn Center to make a larger contribution like Brooklyn Park has because Brooklyn Park is a larger city and is doing more with a broad Workforce Development program. Mr. Gladhill noted that Ms. Rotich would walk through the data on how BrookLynk services Brooklyn Center more directly. Ms. Rotich noted that Brooklyn Center residents and students who attend Brooklyn Center High School are able to participate in BrookLynk programming, with Work Readiness training for youth and young adults, which leads into adult programs as well. The flagship program for summer internships included 84 applicants from residents of Brooklyn Center, and 26 were matched out of the 76 total that they have for summer internships this year. She added that BrookLynk received funding from Hennepin County for Career Academy, which helps expand the Work Readiness training, and five out of 18 of those participants were from Brooklyn Center. The Finishing Trades Institute has also been significant in recent years and has partnered with Brooklyn Center High School to offer training with students who can co-enroll and finish their senior year while receiving technical skills and building through the Finishing Trades Institute. BrookLynk provides case management and job support, and students receive their certification in order to explore trades careers. All of the 15 participants in this year's programming either are residents or attend Brooklyn Center High School. Councilmember Moore asked what FTI stands for and to slow down. Page 32 of 423 07/13/26 -17- DRAFT Ms. Rotich stated it stands for Finishing Trades Institute. Ms. Rotich continued that BrookLynk also offers the Youth Entrepreneurship Program (YEP) that supports young adults as they start their own business. This year there were 30 participants, and 12 of those were from Brooklyn Center residents. The other program for Construction and Trades had 26 participants, and 14 of those were from Brooklyn Center. She added that one story she wanted to highlight from this program is an alumni named Manny who was a participant in the Construct and Trades program and received certification form Hennepin Technical College and in partnership with Brooklyn Center’s Public Works Department was able to segue way into a seasonal position at first, until he landed a permanent position there and is a resident of Brooklyn Center and now serves on the BrookLynk Advisory Committee. She stated that BrookLynk is grateful for the investment that Brooklyn Center has made through the inception of BrookLynk up until now, and would be grateful for continued investment as they explore different ways to continue to sustain this program and serve the residents of Brooklyn Center. Ms. Rotich explained that the increase in Brooklyn Center’s annual BrookLynk contribution to $75,000 would go towards sustaining various programs, including Work Readiness training, internships, job coaching, expanding career pathways, and employer engagement. It would also reduce the reliance on temporary or restricted grant funding, which has changed a lot at the federal and county levels. This contribution would continue equitable service delivery to Brooklyn Center residents and employers. She added that she would be returning this fall to give the Council an expanded overview of programmatic updates so the Council will have an understanding of how this year's cycle went. Councilmember Jerzak stated this program is near and dear to his heart; when he was an employee for the City, he was the first ever to take on an intern and co-wrote the program. That said, he understands that if the City is not willing to make an investment, they cannot expect a return, but the flip side is he would like to hear from City Staff who had those interns to determine if the investment is still worth it. He stated he has no doubt that the program is worth it, but he would like to hear feedback from Staff because he understands the challenges. He added that he appreciates the growth of the program and understands the cost increases and an increase of $75,000; when you look at the totality of the investment in youth, the returns are many, but there does need to be checks and balances. Councilmember Moore apologized for not getting approval to speak first, but wanted to be clear about how Mr. Gladhill was describing Brooklyn Park versus Brooklyn Center. She noted that Brooklyn Park is very different and distinct. Brooklyn Park has a different council, with different budget decisions and funding coming from different pools. She stated she is not concerned about what Brooklyn Park is doing, but is concerned about the return on investment for Brooklyn Center youth, especially the transitional youth who are young teens. She stated she wanted to see feedback from Staff on how it is going and what the return on investment is because there are many buckets that want money and there is no money. She added that it comes down to decisions like choosing between helping a senior citizen in the community fix a broken air conditioner or door, or investing in the City's youth. Those are the kinds of decisions the Council has to make in terms of budget. Page 33 of 423 07/13/26 -18- DRAFT She stated she appreciated the presentation, and knows that Mayor Graves and Councilmember Jerzak have been very involved in BrookLynk for a long time. Councilmember Kragness noted that this program represents growth in youth, and everyone should be on board with that. She recognized that Brooklyn Park does pay the vast majority of this amount, understands that Brooklyn Park sees the value there, and thanked Mr. Gladhill for explaining why they are investing so much. She noted that Brooklyn Center is still paying a portion, and that represents growth, and as Councilmember Jerzak mentioned, the Council does need to see that the City is getting a clear return with the youth. Mayor Graves stated the reason she asked the question about their investment is she recognizes that cities do not invest in programs that are not working, and while Brooklyn Park and Brooklyn Center are different spaces, there are residents that cross each other's boundaries on a regular basis, which is why the two cities partner up on so many different things. She asked about the 26 of the 84 applicants that were matched to a job, and assumed those were primarily high school-aged kids. Ms. Rotich confirmed those kids were in the 16 to 19 age range. Mayor Graves asked if five of the Career Academy participants were also youth. Ms. Rotich confirmed they were youth; there are two cohorts, one for ages 14 to 17, and the other is for ages 18 to 24. Mayor Graves stated there were also 15 participants who participated in the Finishing Trades Institute through Brooklyn Center High School, as well as 12 youth who participated in the Youth Entrepreneurs Program, so youth make up the bulk of this program with over 50 youth participants. She added that 14 adults went through Construction and Trades through Hennepin Technical College. She continued that she added all the numbers up, and that is 72 people that went through the program, of which Brooklyn Center spent $59,000 to help them get a job, and those individuals have families too, so one person has a reverberating ripple effect. This is not just about one summer worth of work, but about building skills for a career, so $59,000 seems really cheap to help the trajectory of 72 different people in a single year, which has a multiplied effect on their families. She agreed that the Council should hear from City Staff, but Staff is really only involved with the 26 out of the 84 internships and not the other 50 individuals that have been helped through this program. Some of the Departments may not be as passionate and excited as Councilmember Jerzak was when he worked for the City, because they may not have the capacity or the right role for an intern. She added that the Council should not only consider what staff has to say about the internships when thinking about the investment the Council would be making into workforce development in the City. She continued that because of those reasons, $75,000 is still a small amount to invest in people's lives and getting them on that trajectory, which ultimately helps make the City a better place because fewer people are in survival mode and helps residents be involved and civically engaged to start non-profits or businesses with the skills they have acquired. She noted this is a longer discussion that Mr. Gladhill and Ms. Rotich do not have to be around for, but she will be advocating for Brooklyn Center to step up. Councilmember Jerzak noted that every intern he ever had through BrookLynk spent their money on their family, so there are real lives affected with this program. He stated he has been asking for Page 34 of 423 07/13/26 -19- DRAFT accountability, and he does that for everyone, and it is always good to vet that so when there are questions they have answers. Councilmember Kragness suggested that BrookLynk have some of the youth that have gone through the program come and speak to the Council. She added that when she volunteers for the youth Shark Tank program, she speaks with the youth and hearing their stories is a big deal. She noted that it would be beneficial for the Council to hear from someone who has been through the program and hear what it meant to them and their family. Mayor Graves agreed and stated she would love to hear from some youth firsthand when BrookLynk comes back next time. She thanked Mr. Gladhill and Ms. Rotich for their presentation. Mayor Graves moved and Councilmember Kragness seconded to accept the presentation. Motion passed unanimously. 8. PUBLIC HEARINGS 9. PLANNING COMMISSION ITEMS 10. COUNCIL CONSIDERATION ITEMS 10a. CONSIDERATION AND DISCUSSION OF PROPOSED CHARTER AMENDMENT, SECTION 2.02 Mayor Graves thought this item seemed pretty straightforward but turned it over to Staff to introduce this item. Mr. Nyquist introduced Stanley Leino to provide context on this item. There is no PowerPoint, just conversation, and it should be a pretty straightforward conversation. Mr. Leino introduced himself as the Chairman of the Brooklyn Center Charter Commission and noted that he does not often make these presentations, which has been a detriment in the past, because language gets changed and gets sent over to the Council with no explanation, and sometimes there are questions, so he would address that tonight. He noted that the language in Section 2.02 is in addition to and an amendment to what is highlighted in red for the Council. For the first time in a long time, there is a full complement on the Charter Commission. He noted that for people who do not understand, it is an appointment by the Chief Judge for Hennepin County, not by the City Council. The Charter Commission is not an advisory committee but has to work on certain things, and there is a lot of new blood on the Commission who have brought forth a lot of ideas and concerns, or critiques that the application process to become involved on the Charter Commission was too vague and maybe not open enough. It was not raising to the level of City consciousness where residents felt like they could participate in the process. This prompted a subcommittee to come forward with some language that the Council has before them as an initial draft. He noted that if the Council approves it tonight, that does not mean the Charter Commission Page 35 of 423 07/13/26 -20- DRAFT will move forward with it right away; there is a Charter Commission next week where some action will be taken, but he does not know what action that will be. He noted that the Charter can be amended one of two ways; one is the Charter Commission sends a recommendation to the Council, which has to be passed unanimously, which he likes to call passage by ordinance. Any Charter referendum that the Commission initiates has to be done by a supermajority of two-thirds and a minimum of eight affirmative votes. The path of horrible resistance is if the Council says no, the Commission sends it to a referendum and it is put on a ballot, and 51 percent of voters who participate have to vote yes on it. He added that a majority of the Charter Commission was supportive of this draft language, and the sole purpose of tonight's presentation is to give the Council that backdrop, and the goal was to make it more accessible and easier to understand the process of getting appointed to the Brooklyn Center Charter Commission and to answer any questions the Council might have. Mayor Graves asked to clarify if these changes would take effect for all Boards and Commissions, and not just the Charter Commission. Mr. Leino confirmed that is correct and a pretty significant sidebar to it, but the groundwork is the same, which is for all citizens of Brooklyn Center to have access to the ability to be appointed to advisory Commissions. As far as putting this on a referendum, it is too late to do that this year, and if the Council says no, the Charter Commission is not interested in doing a special election and would want to dovetail this on any conventional election, so it would be pushed to 2028 at the earliest that it could be on a ballot referendum. Special elections have a notoriously low turnout, where only seven percent of voters turn out, and there is an added cost of having Staff get involved and setting up judges for two people to come in and vote for the day. There is an argument to be made by those who want to exercise political muscle with a very invigorated minority to mobilize enough people to influence a small turnout of an election, and nothing is set in stone at this point. Mayor Graves stated for clarity and the record, she would like to read Section 2.02 Boards and Commissions and will read everything that is already in it and will indicate when she is reading the suggested addition, "There shall be no separate administrative board of health, library, park board, or other administrative board or commission, except for civil service commissions and boards, and for the administration of a function jointly with other political subdivision. The Council shall itself be and perform the duties and exercise and powers of such Boards and Commissions. The Council may, however, establish Boards or Commissions to advise the Council with respect to acting on any municipal function or activity, to investigate any subject of interest to the City or to perform quasi-judicial functions." She noted that this is where the addition is being suggested: "All Boards or Commissions vacancies, including the Charter Commission, must be advertised and posted publicly on the City's office website, City newspaper, City Hall bulletin board, or digital sign, and City of Brooklyn Center social media platforms at least 30 days prior to the closing date for applications." Mayor Graves continued that the additional language is really about making sure the City is advertising the opportunities and, to Mr. Leino’s point about access and making sure more people are more likely to know about the opportunity and therefore can put their name in the hat, whether that is for the Charter Commission or for one of the other Boards or Commissions in the City. Page 36 of 423 07/13/26 -21- DRAFT Mr. Leino noted that he was only speaking about the Charter Commission application, but the Charter Commission is considering revising the application because no one can remember when the last revision was done. He stated it is difficult to follow the instructions for the Charter Commission application, and when a lot of new people say the process was too difficult to participate in, it needs to be examined. This will be considered at the next Charter Commission meeting as well. Mayor Graves added that work is also happening with the other Boards and Commissions with Staff, and she assumed they are getting feedback from Commissioners on that process as well. Councilmember Kragness thanked Mr. Leino for bringing this up, and Staff has been working on this as well, but if it is not in writing, it does not have to be done, so she appreciated the Commission bringing this forward. Mr. Leino noted that the Charter Commission is not trying to manage or look over the shoulder of the City Council or any City Staff for that matter. Everyone is on board with wanting residents to participate in the process, and this language change flows into that process. Councilmember Moore thanked Mr. Leino for their first stab at this and that the Charter Commission is all in agreement with this language and that it applies to all Commissions. She stated she would like clarification from the City Clerk on this as well, but she was pretty sure that all openings on Commission are already advertised everywhere but the Sun Post. City Clerk Shannon Pettit confirmed that is correct. Councilmember Moore continued that there is a cost related to being posted in the City newspaper, and per the language, the Charter Commission is proposing that positions are advertised every 30 days prior to the closing date of the application. She noted that there are rolling openings on various Commissions, which would mean that there are job postings very often, with a cost to the newspaper because the City is already posting the job openings on all the other platforms, as the City Clerk confirmed. She noted that the Charter Commission is also looking at revising the application, as all the other Commissions are looking at as well, as how long individuals should be allowed to serve on Commissions. She continued that she is not in favor of this, and when she was on the Charter Commission, they asked for one sentence to be added about a grant policy, and it would not pass the Council at that time. This language is something that, when looking at all the Commissions and the fact that the City is already advertising everywhere else, except the newspapers, for openings, this would be an additional administrative cost. Councilmember Jerzak noted he served on the Charter Commission as well when it was hard to make a quorum. He noted he has concerns about interviews in front of a judge for this, and when looking at when Council meetings fall, vacancies could become very elongated in addition to allowing 30 days for advertising. He asked if there was discussion among the Commission about shortening that time to 10 to 15 days, because there is potential, which the Mayor is also aware of, for openings that cannot be filled, and then with a longer timeline for advertising, soon Committees cannot get a quorum. It is already getting harder and harder to get people to volunteer for these types of positions. He stated he likes the idea of getting more people involved, but practically, that Page 37 of 423 07/13/26 -22- DRAFT is one of the problems the Council has had to try and fill those positions. He added that the last time the Council sent something to the voters, it cost a minimum of $30,000, so he would be careful about that, as it is a high cost. He noted that the 30-day time frame, because of the issues he described, bothers him. Mr. Leino noted that the 30-day timeframe was a subject of some discussion with the Commission, and the reason he is here is to hear all of the concerns of the Council, and nothing is written in stone regarding this language change. He noted he would bring Councilmember Jerzak’s time frame concern to the Commission for further discussion. He continued that he has been on the Charter Commission since 1987, and in that time they have had a 50 percent batting average with whoever is on the Council at that time. Sometimes the Council goes always with the ordinance, and it is done, otherwise sometimes they run into some headwinds. In almost 30 years, he has never seen it go to a special election for a referendum because they do not want to alienate City Staff by making them spend more money and driving up costs. The Charter Commission will always strive to dovetail an issue on a general election that is already scheduled. Mr. Leino continued that there has been a massive change in the vetting process with the Chief Judge. He noted that when it was time for his reappointment, he made a phone call and the Judge answered and stated his application was approved, and that was the end of the discussion. The last Judge Barnett, who is involved in his problems at City Hall in Minneapolis, there was a healthy 10 to 20-minute discussion on a video call with several Commissioners, so the dynamics have changed a lot. He noted he hears the concern from Councilmember Moore that they do not need to use a sledgehammer to kill a fly. This was brought to his attention by new people, and he is not blaming them, but a lot of people are recognizing that there is a problem here, and discussions are happening to facilitate how to make this process a little better. This feedback from the Council will allow him to go back to the Commission to have some discussion on how to move forward. Mayor Graves stated the last time it went to referendum was because the language was already included in policy, but the recommendation was to put it into ordinance, and there was some feeling then that it was like taking a sledgehammer to a fly when there is something that is already in policy and does not also need to be made into an ordinance. This is a similar situation where it is only an additional sentence or two, but her advice is to bring this back to the Charter Commission with feedback given from the Council and perhaps bring in Staff who have experience to really speak to the larger concerns, since the City Clerk's Office can inform or make recommendations for edits. After that, Mr. Leino could come back to the Council to balance the concerns that were voiced today. Mr. Leino stated he does not want to portray this as an either-or proposition because it never is, but wanted to be clear that if it does not get approved by the Council, that does not mean the Commission is automatically going to go to a referendum. He stated the Commission may come back and say the Council did not like the language, and may read through the minutes to find out exactly what was there that caused issues. A lot of the changes that Staff has already made about the other advisory committees have facilitated the process and the remedy that was needed. He stated he is not somebody that goes on the City's website every day, so he does not see those changes, a lot of the things he hears about are anecdotal and he does not look up policy on these Page 38 of 423 07/13/26 -23- DRAFT things because everyone has other obligations but he stated he appreciated the Mayor's advice and would bring these matters back to the Charter Commission next week and will carry it forward. Mayor Graves thanked Mr. Leino for coming in and presenting. 11. COUNCIL REPORT Councilmember Kragness reported on her attendance at the following events and provided information on the following upcoming events: • Shared that she attended the Music at the Farm at the Heritage Center. • Shared that she attended the Chamber of Commerce Event at the old Target Center, which was a great event. • Shared that she attended the June 30 neighborhood meeting where there were staff updates and Jill Dalton made a presentation on composting. • Shared that July 4 marks the 250th year of celebration for the United States and reminded residents to reflect on the meaning of liberty and equality. She added that Leslie Wright from Northwest Tourism spoke on the importance of partnership, and members of the COPE Crisis Team shared information about mental health crises. • Shared that she attended the Golden Valley Concert at the park. • Shared that she attended the Town Hall meeting for District 59, end-of-season Town Hall. • Shared that she attended the Lion’s Dinner where they had delicious food. • Shared that she was invited to speak as a read-aloud guest speaker at the Freedom School, where she read a book called "Our Alopecia" by Pastor Lisa Bush to 120 youth. • Shared that she attended the Brooklyn Center Farmer’s Market to purchase vegetables and homemade barbeque sauce. • Shared that she spoke at a graduation ceremony at one of the parks for a high school graduate. • Shared that she met with the Interim City Manager for a one-on-one discussion to discuss budgets. • Shared that there is a Brooklyn Center Bike Bash Saturday, July 18 from 10:00 a.m. to 2:00 p.m. from Centennial Park and going through Palmer Lake. • Shared that there is Family Day on July 18, for fun, family, faith, and community at Elm Creek hosted by Giving It a Voice non-profit. • Shared that there is an Entertainment in the Park movie night on July 24 starting at 8:45 p.m., where the How to Train Your Dragon movie will be shown. • Shared that the third annual Garden Party and ECY Open House will be held on July 27. • Shared that Night to Unite will be in three weeks, and July 30 is the deadline to register for the block party. • Shared that July 14 LWV candidate forum for Senate 38 and House 38A and 38B, which will be at 7:00 p.m. at Brooklyn Park Chambers. Councilmember Jerzak reported on his attendance at the following events and provided information on the following upcoming events: • Shared that he attended the Music at the Farm event at the Heritage Center. Page 39 of 423 07/13/26 -24- DRAFT • Shared that he attended the Community meetings and had two one-on-one meetings with several constituents. • He thanked Councilmember Kragness for reading all the upcoming events, because all Councilmembers do not always get all the invites on their calendars. Councilmember Moore reported on her attendance at the following events and provided information on the following upcoming events: • Shared that she attended the Music at the Farm event at the Heritage Center. • Shared that she attended the neighborhood meeting on June 30, which had 16 residents in attendance. She added that the City is going from six neighborhood meetings to two, but still only had 16 residents, twice as many Staff and other presenters, and hoped there would be more in attendance at the September meeting. • Shared that she is a member of the Brooklyn Center Lady Lions and helped with the steak dinner on July 8, and Councilmember Kragness was in attendance as well. • Shared that there was an event at North Port for the Community Safety Prevention meeting, and none of the Council attended because none of them were invited, which is unfortunate. She stated that the Engagement Staff should let the Council know when those types of events are happening so the Council can attend. She asked if Staff could provide those upcoming events in their weekly summary as a reminder. Mayor Graves reported on her attendance at the following events and provided information on the following upcoming events: • Shared that she had a few meetings with the Interim City Manager. • Shared that she had a meeting with a couple of different potential developers that are interested in Brooklyn Center, in order to give them a chance to present some ideas before the Council at upcoming meetings. • Shared that she hosted a training in collaboration with another Public Health worker who works for the state department, and made space available for a youth showcase on a project called The Youth Happiness Project. The project is meant to help people learn how to support youth happiness and mental health. • Shared that she attended a private event with African-American leaders from Minneapolis, Brooklyn Center, Brooklyn Park, and Senator Klobuchar, who were invited to come and speak about goals and expectations for the new Governor to focus on. 12. ADJOURNMENT Mayor Graves moved and Councilmember Jerzak seconded adjournment of the City Council meeting at 9:18 p.m. Motion passed unanimously. Page 40 of 423 Council Regular Meeting DATE: 7/27/2026 TO: City Council FROM: THROUGH: BY: Shannon Pettit, City Clerk SUBJECT: Approval of Licenses Requested Council Action: -Motion to accept licenses as presented. Background: The following businesses/persons have applied for City licenses as noted. Each business/person has fulfilled the requirements of the City Ordinance governing respective licenses, submitted appropriate applications, and paid proper fees. Applicants for rental dwelling licenses are in compliance with Chapter 12 of the City Code of Ordinances unless comments are noted below the property address on the attached rental report. Garbage Haulers Midwest Grease, P.O Box 319, Redwood Falls, MN 56283 Holiday Stationstores LLC 420 66th Ave N, Brooklyn Center, MN 55430 Budget Issues: Inclusive Community Engagement: Antiracist/Equity Policy Effect: Strategic Priorities and Values: ATTACHMENTS: None Page 41 of 423 Council Regular Meeting DATE: 7/27/2026 TO: City Council FROM: Lydia Ener, City Engineer THROUGH: Elizabeth Heyman, Director of Public Works BY: Lydia Ener, City Engineer SUBJECT: Resolution Accepting Bid and Awarding a Contract, Improvement Project No. 2026-19, Lift Station 3 Reconstruction Project Requested Council Action: - Motion to Approve the Resolution Accepting the Lowest Responsible Bid and Award a Contract to New Look Contracting, Inc. for Improvement Project No. 2026-19, Lift Station 3 Reconstruction Project Background: Bids for the Improvement Project No. 2026-19, Lift Station 3 Reconstruction Project were received and opened on July 14, 2026. The bidding included both Base Bid and Bid Alternate 1, the award will be for only the Base Bid. The bidding results are tabulated below for the Base Bid: Bidder Total Base Bid New Look Contracting $404,723.50 Meyer Contracting $411,669.50 Pember Companies $419,298.00 Minger Construction $427469.25 Boulder Creek $497,161.00 R&R Excavating $507,327.39 PCiRoads, LLC $560,210.00 Of the seven (7) bids received, the lowest bid of $404,723.50 was submitted by New Look Contracting. New Look Contracting has the experience, equipment and capacity to qualify as the lowest responsible bidder for the project. Budget Issues: The bid amount $404,723.50 is within 6% of the 2026 budgeted amount. The total estimated budget including contingencies, administration, engineering and legal was $465,438.00 and after review and bidding is amended to $489,723.50, an increase of approximately 6%. (see attached Resolution – Costs and Revenues tables). Contractors’ elevated concerns about fuel costs and high groundwater levels appear to have driven up the bid. The successful bidder has factored in these challenges, reducing the likelihood of future change orders. Inclusive Community Engagement: NA Page 42 of 423 Antiracist/Equity Policy Effect: NA Strategic Priorities and Values: ATTACHMENTS: 1. Lift Station 3 - Bid Award - Res Page 43 of 423 Member introduced the following resolution and moved its adoption: RESOLUTION NO. _______________ RESOLUTION ACCEPTING BID AND AWARDING A CONTRACT, IMPROVEMENT PROJECT NO. 2026-19, LIFT STATION 3 RECONSTRUCTION PROJECT WHEREAS, pursuant to an advertisement for bids for Improvement Project No. 2026-19, Lift Station 3 Reconstruction Project, bids were received, opened and tabulated on the 14th day of July, 2026. Said bids were as follows: Bidder Total Base Bid New Look Contracting $404,723.50 Meyer Contracting $411,669.50 Pember Companies $419,298.00 Minger Construction $427469.25 Boulder Creek $497,161.00 R&R Excavating $507,327.39 PCiRoads, LLC $560,210.00 WHEREAS, the city’s consultant, Bolton & Menk, recommends that the contract be awarded based on the total bid; WHEREAS, it appears that New Look Contracting of Rogers, Minnesota is the lowest responsible bidder. NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Brooklyn Center, Minnesota, that 1. The Mayor and City Manager are hereby authorized and directed to enter into a contract with New Look Contracting of Rogers, Minnesota in the name of the City of Brooklyn Center, for Improvement Project No. 2026- 19, Lift Station 3 Reconstruction Project according to the plans and specifications therefore approved by the City Council and on file in the office of the City Engineer. 2. The estimated project costs and revenues are as follows: Amended COSTS Estimate per Low Bid Construction Contract $ 398,638.00 $ 404,723.50 Admin/Legal/Engr. $ 38,500.00 $ 40,500.00 Contingency $ 42,300.00 $ 44,500.00 Total Estimated Project Cost $ 465,438.00 $ 489,723.50 Page 44 of 423 RESOLUTION NO. _______________ Amended Amended REVENUES Estimate per Low Bid Sanitary Sewer Funds $ 465,438.00 $ 489,723.50 July 27, 2026 Date Mayor ATTEST: City Clerk The motion for the adoption of the foregoing resolution was duly seconded by member and upon vote being taken thereon, the following voted in favor thereof: and the following voted against the same: whereupon said resolution was declared duly passed and adopted. Page 45 of 423 Council Regular Meeting DATE: 7/27/2026 TO: City Council FROM: Lydia Ener, City Engineer THROUGH: Elizabeth Heyman, Director of Public Works BY: Lydia Ener, City Engineer SUBJECT: Resolution Authorizing Execution of Professional Service Agreements with Qualifying Tree Removal Contractors Requested Council Action: - Motion to approve the Resolution Authorizing Execution of Professional Service Agreements with Qualifying Tree Removal Contractors Background: To ensure trees are removed in a timely and cost-effective manner, the City of Brooklyn Center seeks to establish a contractor pool for tree removals. The City solicited quotes publicly to establish a contractor pool for the work. The scope of this work will be for unscheduled tree trimming or removals. This tree removal pool would exist for a one- year period and would be renewed annually. The City received quotations from three contractors. All contractors meet the requirements of the City and are in good standing with references on previous work. The three contractors listed in the attached resolution are being recommended for approval for this one-year period. When services are required, the City shall notify the Contractor of tree trimming / removal work orders via email. The Contractor will then have 10 days to complete all work orders emailed to them. If the work orders cannot be completed within the 10 days, the Contractor shall tell the City what the problem is and how long before the work orders will be completed. Contractors will be contacted in a rotational basis for standard trees. Individual professional service agreements would be negotiated on a tree by tree basis for any work additional to the base tree included in the pool contract. These additional services would be quoted to ensure competitive prices within the pool. Budget Issues: There are no budget issues to consider. This work will be included within existing budgeted tree management. Inclusive Community Engagement: Antiracist/Equity Policy Effect: Strategic Priorities and Values: Page 46 of 423 ATTACHMENTS: 1. Tree Vendor Pool Contract 2. Resolution Page 47 of 423 Page 1 of 13 BR291-10-1085219.v1 City of Brooklyn Center Public Works 6844 Shingle Creek Pkwy, Brooklyn Center, MN 55430 Ph.: (763)585-7100 Fax: (763)585-7159 TTY 711 www.cityofbrooklyncenter.org Diseased Tree Removal & Tree Maintenance Program SERVICE CONTRACT 2026 This Diseased Tree Removal & Tree Maintenance Program Service Contract (“Agreement”) is hereby made and entered into by and between the City of Brooklyn Center, a Minnesota municipal corporation, (“City”), and the undersigned contractor (“Contractor”). The City and the Contractor may hereinafter be referred to individually as a “Party” or collectively as the “Parties.” RECITALS WHEREAS, the City is in need of tree removal, tree trimming, stump removal, and related services on public and private property associated with the City’s diseased tree removal and tree maintenance program (collectively, the “Services”); WHEREAS, the City intends to seek proposals from contractors to provide the Services on a project by project basis; WHEREAS, the Contractor represents to the City that it has the requisite experience, skill, equipment, materials, and personnel to provide the requested Services to the City; and WHEREAS, to the extent the City selects the Contractor to provide Services with respect to a particular project, the Contractor agrees to provide the Services in accordance with the terms and conditions as set out herein. NOW THEREFORE, for good and valuable consideration of the mutual promises and agreements contained herein, and intending to be legally bound, the City and the Contractor hereby agree as follows: AGREEMENT 1. Scope of Services. The Contractor agrees to provide Services under the City’s Diseased Tree Removal and Tree Maintenance Program (“Program”) in accordance with the terms and conditions of this Agreement. The Services provided by the Contractor under this Agreement shall include all labor, supervision, materials, tools, equipment, and operations, needed to trim trees, cut trees, remove stumps, and to properly dispose of the wood and resulting debris on specific projects when ordered by the City. When the City orders a property owner to trim or remove a tree and the property owner elects to work directly with the Contractor to complete the ordered Services, the Contractor agrees to provide the Services to the property owner at the price proposed to the City for the Services. The Contractor shall be responsible for performing the Services in a workmanlike manner consistent with industry standards, in a timely and competent fashion, and will take all steps Page 48 of 423 Page 2 of 13 necessary to protect personal property and the public from injury arising from the Contractor’s performance of the Services under this Agreement. 2. Term. This Agreement is for a period of one year (“Initial Term”) with the option to renew for four (4) additional one-year periods at the same terms and conditions including pricing if agreeable to both parties. Pricing must be held firm for the Initial Term of the Agreement. Upon completion of the first term of the contract, the vendor may request an increase in pricing if they have received a verifiable increase in cost from a third party. The request must be made in writing thirty (30) days before the anticipated increase. The City reserves the right to reject the request and go out for solicitation. The term of this Agreement, and the period during which the Contractor shall provide the Services, shall be for the quoted duration, unless terminated earlier as provided herein. 3. Definitions. In addition to terms otherwise defined in this Agreement, the following terms shall have the following meanings: (a) City Representative. “City Representative” means the City‘s Forester or its designee. (b) Cost Proposal. “Cost Proposal” means a written proposal the Contractor provides the City in response to a Request for Services and a Work List that identifies the costs the Contractor will charge to provide the requested Services. (c) Debris. “Debris” means the parts of a tree that have separated from the tree due to the removal or trimming of the tree, or that is created by the removal of stumps or root runners. (d) Engineer. “Engineer” means the City Engineer or its designee. (e) Notice to Proceed. “Notice to Proceed” means a written notice the City provides to the Contractor directing the Contractor to proceed with the provision of Services in accordance with a particular Request for Services, Work List, and the Cost Proposal. (f) Owner. “Owner” means the owners of the private property at a private work site. (g) Request for Services. “Request for Services” means a written request the City provides to the Contractor to solicit a Cost Proposal for a project for which Services are needed as described in the accompanying Work List. (h) Work List. "Work List" means a written list the City prepares of the specific Services (the trees, limbs, stumps, and other tree debris to be removed) that are needed for a particular project and submitted to the Contractor as part of a Request for Services. The Work List identifies start date, property address, tree number, description of the Services and any related comments. (i) Working Period. “Working Period” means the period of time the City identifies in the Work List during which the Contractor is required to complete the requested Services. (j) Work Site. “Work Site” shall be the area in and immediately surrounding the location of Services. 4. Request for Services and Commencing Services. The City shall request Services, and the Contractor shall provide a Cost Proposal and commence the requested Services, in Page 49 of 423 Page 3 of 13 accordance with the following: (a) Request for Services. Each time the City is in need of Services for a particular project during the term of this Agreement it shall provide the Contractor a Request for Services and a Work List. The Contractor shall, within four (4) days of receipt of a Request for Services and a Work List provide the City a Cost Proposal for the requested Services. All work and equipment reasonably inferred from the Request for Services and the Work List as being needed to accomplish the requested Services shall be supplied. Any trade names or technical references used in a Request for Services or Work List to describe any work, materials, or equipment shall be deemed to refer to such recognized standards as used in the industry. The City submitting a Request for Services and Work List to the Contractor does not guarantee the Contractor will be selected to actually provide the Services needed for the particular project. (b) Commencing Services. If, upon receipt of the Cost Proposal from the Contractor, the City decides to accept the quote for requested Services from the Contractor, the City shall provide the Contractor a Notice to Proceed. The Contractor shall commence delivery of the requested Services within ten (10) calendar days of the date of the Notice to Proceed unless the City identifies a different start date as part of the Working Period in the notice. At least twenty-four (24) hours prior to commencing the Services, the Contractor shall notify the Engineer of the planned start of Services so the City may, be present during the delivery of the Services. 5. Performance of Services. The Contractor shall provide the Services in accordance with the following: (a) Performance. The Contractor shall perform the Services set out in the Work List in a continuous operation and shall fully complete all such Services within the specified Working Period. A maximum of nine hundred (900) diameter inches will be assigned to be removed during one Working Period. The Contractor shall complete all Services identified for a Working Period within that period. The City shall have general supervision and direction of the Work, but the Contractor shall at all times be and remain an independent contractor with the discretion to determine the means and methods for completing the requested Services. The City has the authority, in its discretion, to stop the Contractor’s work whenever such stoppage is necessary to ensure the proper execution of the Services in accordance with the Work List. The City shall have the right at any time to alter the Work List, Working Period, Work Site, or other aspects of the Services as needed to coordinate with two or more concurrent contractors providing Services. (b) Hours of Operation. The Contractor may perform the Services from 7:00 a.m. to 8:00 p.m. each week day (“Working Hours”). The Contractor shall not conduct any Services on Saturdays or Sundays. No equipment shall be operated on a Work Site between the hours of 8:00 p.m. and 7:00 a.m. In cases of emergencies or special circumstances, the City may approve the Contractor providing Services outside of the Working Hours or on weekends. If the City determines it is necessary to temporarily suspend the Services in order to reasonably accommodate work by the City or to respond to special conditions, the Contractor shall reschedule the Services at no additional cost to the City. (c) Work near Utilities. Page 50 of 423 Page 4 of 13 (1) Gopher State One Call. The Contractor is solely responsible for obtaining complete information of the existence and location of underground and above ground utilities that are on the Work Site, adjacent to the Work Site, or that may be impacted by the Services. To the extent required, it shall be the Contractor's responsibility to contact Gopher State One Call at least seventy-two (72) hours (not including Saturdays, Sundays, and holidays) prior to starting the delivery of Services on any Work List items. The Contractor shall provide all required information to Gopher State One Call. (2) Duty to Preserve and to Protect. The Contractor shall be responsible for and shall preserve and protect all Work Site utilities that are above ground and underground regardless of whether the approximate locations are shown on any Request for Services or Work List. If, during the course of providing the Services, any previously unidentified utilities are discovered the Contractor shall immediately notify the owner thereof and the City. Any supporting structures, protective measures, or mitigation methods that may be required because of the Contractor's operations shall be provided by the Contractor at the Contractor’s expense. (3) Damages. The Contractor shall assume full responsibility for reimbursing the Owners of the work site property for any damage or injury to such utilities that may be caused by the Contractor’s operations. (4) No Interference. The Contractor shall at no time hinder or interfere with any person engaged in protecting or moving utilities or in the operation of the utility. (d) Traffic and Access Provisions. The Contractor may utilize City streets and alleys for providing the Services with the prior approval of the City. Provisions for traffic control, signing, and public safety shall comply with Minnesota Department of Transportation Specification Sections 1404 and 1710 except as modified below: (1) All Services provided under this Agreement, which may affect traffic, shall be coordinated with the City so as to provide reasonable traffic access to the affected area. (2) The Contractor shall furnish, erect, and maintain signage, warning lights and barricades in conformance with the Minnesota Manual on Uniform Traffic Control Devices to adequately warn and protect pedestrian and vehicular traffic from hazardous protrusions, materials, excavations, etc., resulting directly or indirectly from the provisions of Services, said lights, signs and barricades considered incidental to the Services with no compensation made from the City therefore. (3) The Contractor shall designate one worker and one alternate to have responsible charge of proper erection and maintenance of traffic barricades, barriers, warning signs, flashers, etc. for the proper closure of streets and protection of vehicular and pedestrian traffic safety. (4) The Contractor’s use of flagmen shall be considered supplementary, but shall not be required by the City. (5) The Contractor shall ensure that all public roadways within the Work Site are Page 51 of 423 Page 5 of 13 open to two-way traffic after Working Hours and all day on Saturdays, Sundays, and holidays. (6) The Contractor shall minimize the length of time that private driveways and public sidewalks, alleys, and crosswalks are closed due to the provision of the Services. Before a private driveway is closed to travel, the Contractor shall notify the property owner at least twenty-four (24) hours in advance to permit the property owner to remove any vehicle that it may use during the period of time that the driveway must be closed. (7) The Contractor must obtain prior written permission from the adjacent property owner to use its adjacent property for access to and from the Work Site when access across the property on which the Work Site is located is not available. (e) Protection and Restoration of Property. (1) The Contractor shall not enter upon private property for any propose without obtaining written permission from the private property owner or the City. The Contractor shall notify, in writing, the owners of all corporate or private property that will be interfered with by the Services, advising them of the nature of the interference, and arranging with them for the protection of such property in advance of the Services. The Contractor shall furnish the City, upon request, with copies of all such notifications, permissions, and agreements. (2) The Contractor shall take all reasonable precautions to protect public and private property from injury or loss arising in connection with the Services. The Contractor shall make good any damage, injury or loss to its Services or to public or private property that results from lack of reasonable protective precautions, except such as may be caused by agents or employees of the City. The Contractor shall assume, and shall be held liable for necessary equipment and personnel required to conform to these requirements. All cost related to protection of the public, the Work and private and public property shall be borne by the Contractor. (f) Operational Requirements. The Contractor shall comply with each of the following in the delivery of the Services. The City, in its sole discretion, may provide for alter the following operational requirements when necessary to address special, unique, or emergency circumstances. (1) The Contractor shall conduct the Services in compliance with all applicable federal, state and local requirements, including 29 C.F.R. 1920 and the prescribed practices approved by the Minnesota Department of Agriculture. (2) The City reserves the right to direct the Contractor to remove existing stumps left from tree removal projects occurring during prior years. (3) All trees and stumps to be removed shall be marked by the City with red numbers on the trunk. (4) The Contractor shall cut, remove, or trim trees in accordance with standard practices for tree surgery. Page 52 of 423 Page 6 of 13 (5) Dropping trees, branches, limbs, or other materials on adjacent property is forbidden. Dropping trees, branches, limbs, or other materials on sidewalks, streets, and alleys must be approved by the Engineer prior to commencement of Services. (6) The Contractor shall remove all stumps, roots, and root runners, regardless of length by grubbing a distance of not less than six (6) inches below the adjacent ground line and leveling all mounding at the stump to the adjacent ground level. If the stump is not to be removed by the Contractor immediately following tree removal, the Contractor shall remove all bark from the stump prior to leaving the site. (7) The Contractor shall furnish and spread a minimum of six (6) inches of topsoil over the area of the removed stump in such a manner so as not to leave a depression. Material to be used for topsoil shall conform to Minnesota Department of Transportation Specification 3877 for Select Topsoil Borrow. The source of topsoil shall be approved by the City prior to initiating work. (8) The Contractor shall remove all debris, brush, branches, logs, and stump root runner grindings from the site the same day and dispose of the same in accordance with all applicable regulations. Clean chips free of debris, grindings, and unknown materials may be disposed of at the City storage yard at the Northeast corner of 70th Avenue N and Camden Avenue N, Brooklyn Center, Minnesota, where the clean chips will be used on public walking trails. The Contractor must obtain the written approval of the Engineer if debris, brush, branches, logs, and stump root runner grindings cannot be removed or backfilling cannot occur within 24 hours. If the Engineer grants permission to the Contractor, the Contractor shall erect the necessary barricades, fencing or barrier for the protection of vehicular and pedestrian traffic safety. At no time shall debris, brush, branches, logs, and stump root runner grindings, stacked or otherwise collected prior to removal, be stored on any private driveway or public street, alley, or sidewalk. Failure of the Contractor to remove said debris, brush, branches, logs, and stump root runner grindings, or to provide necessary barricades, fencing or barrier shall be just cause for the imposition of liquidated damages in the amount of one hundred dollars ($100.00) per day until said conditions are corrected to cover the City's additional administrative cost related to said conditions. (g) Hazardous or Emergency Situations. If the City indicates through a written Notice to Proceed that a hazardous or emergency situation exists, the Contractor will consider it a priority and will respond within twenty-four (24) hours of being notified. (h) Legal Compliance. The Contractor is required to comply with all applicable federal, state, and local laws, rules, regulations, and ordinances in the performance of the Services and shall obtain any licenses, permits, or permissions that may be required to undertake and complete the Services. 6. Failure to Perform Services. (a) Defective Services. All Services that do not conform to the requirements of this Agreement or the applicable Work List shall be considered defective and will not be Page 53 of 423 Page 7 of 13 approved by the City. The City shall issue a written order to the Contractor identifying the defective services, what must be done to correct the work, and a date by which the corrective work must be completed. If the Contractor fails to complete the corrective work by the indicated date, the City shall have the right, at its option, to do any of the following: (1) To cause such defective Services to be remedied or repaired, or removed and replaced, and deduct the cost thereof from any monies due or that may become due the Contractor or require reimbursement from the Contractor of all costs incurred by the City; (2) Immediately terminate this Agreement and withhold payment for the defective Services; or (3) To take any other action available to the City under law. When such defective Services have been remedied or repaired, or removed and replaced by the Contractor, the Contractor will be credited with an amount equal to the value of the completed Services based on the Cost Proposal. If the Contractor continues to perform defective Services, the City may terminate this Agreement. (b) Suspension and Resumption of Work. The City shall have the authority to suspend the Contractor's delivery of Services, in whole or in part, for such periods as may deemed necessary because of unsuitable weather or other conditions that the City considers unfavorable for the execution of the Services, or for such time as is necessary due to a failure on the part of the Contractor to carry out the order Services in accordance with the provisions of this Agreement or the Work List. Such "Suspension of Work Order" shall be in writing, and shall state the reason for such suspension, the effective date and time, and the operation suspended. All Services performed by the Contractor contrary to such "Suspension of Work Order" shall be considered as unauthorized Services and as having been done at the sole expense of the Contractor. (c) Delays by City. Delays in starting or completing Services due to rescheduling, temporary suspensions, or other delays directed by the City shall not constitute a breach of this Agreement by the Contractor, provided the Services are satisfactorily completed with the adjusted Working Period. (d) Liquidated Damages. The Contractor and its surety shall be liable for fixed, agreed, and liquidated damages in the amount of ten percent (10%) of the contract price per each tree for each week, or part thereof, that said tree has not been fully cleared and grubbed, inspected, and accepted by the City on or before the completion date specified in the Work List. The amount of liquidated damages incurred shall be deducted from payment for any Services performed by the Contractor under this Agreement. 7. Payments. (a) Invoice. Upon completion of the Services for each tree, the Contractor shall submit an invoice to the City within ten (10) calendar days. (b) Payment. Payment at the unit price provided in the Cost Proposal shall be full Page 54 of 423 Page 8 of 13 compensation for all labor, materials, coordination, and equipment necessary to ensure proper execution of the Services, unless otherwise specified herein. Final payment shall not act as a waiver of the right of the City to require fulfillment of all terms of this Agreement. (c) Releases. Before making a progress payment or a final payment, the City may require the Contractor to furnish releases or receipts from any or all persons or entities performing work and supplying materials or services to the Contractor, or to/from any subcontractor, if the City deems it necessary to protect the interests of private or public property owners. The City may, however, make payment in part or in full to the Contractor without requiring the furnishing of such releases or receipts. 8. Insurance. (a) Certificates. Prior to the initial commencement of any Services under this Agreement, the Contractor must provide current certificates of all required insurance on a form approved by the City Clerk, signed by an authorized representative of the insurance carrier, and stating that all provisions of this Agreement are satisfied. (b) Additional Insured. The City, its officials, agents, and employees shall be named as additional insured on all liability policies required under this section. (c) Types and Amounts. The following types and amounts of insurance are required. (1) Commercial General Liability including the following: Premises/Operations Coverage Products/Completed Operations Independent Contractors Liability Contractual Liability Coverage Limits of Liability shall not be less than: $2,000,000 Each Occurrence $2,000,000 General Aggregate $2,000,000 Products/Completed Operations Aggregate Combined Single Limits for Bodily Injury and Property Damage Liability (2) Business Automobile including the following: Owned, Hired, and Non-Owned Automobile Liability Limits of Liability shall not be less than: $2,000,000 Each Occurrence Combined Single Limits for Bodily Injury or Property Damage Liability, or the equivalent. (3) Workers’ Compensation Insurance and Employer's Liability: Limits of Liability shall not be less than: Workers’ Compensation Statutory Page 55 of 423 Page 9 of 13 Employer’s Liability Bodily Injury by Disease per Employee $500,000 Bodily Injury by Disease Aggregate $500,000 Bodily Injurty by Accident $500,000 (d) Standard Form. The policy(ies) shall be a standard form policy provided for by a carrier approved by the State of Minnesota and shall not contain any exclusion that will restrict coverage on any operations performed by this Contractor or any Subcontractor thereof. (e) Vehicles. The policy(ies) shall provide insurance to cover all of the Contractor's operating exposures and the operation of vehicles. (f) Sufficiency. Approval of the insurance by the City shall not in any way relieve or decrease the liability of the Contractor hereunder, and it is expressly understood that the City does not in any way represent that the above specified insurance or limits of liability are sufficient or adequate to protect the Contractor's interest or liabilities. (g) Notice of Cancellation or Non-Renewal. The City shall be given at least thirty (30) days prior written notice of any cancellation, termination or material modification of the required insurance coverages, and the insurance policies required herein shall so provide. (h) Deductibles. All responsibility for payment of sums resulting from any deductible provision, corridor, or self-insured retention conditions of the policy or policies shall remain with the Contractor. 9. Indemnification. The Contractor does hereby, for itself and its employees, agents, successors and assigns, agree to defend, indemnify, and hold the City, its officers, employees, and agents harmless from all Loss and Damage in any manner, directly or indirectly arising out of, resulting from, or in any manner connected with this Agreement or the performance of Services hereunder. The term “Loss or Damage” as used herein means all losses, costs, expenses (including without limitation, reasonable attorneys’ fees, disbursements of counsel and costs of investigation), liabilities, damages, debts, fees, fines, penalties, charges, assessments, judgments, liens, settlements, claims, demands, rights, actions, suits, causes of action, and proceedings, and other obligations of any nature whatsoever and of any person whomsoever, including for death or injury to any person (including the parties and their employees, agents, and contractors) and including damage to property owned by, leased, rented to, or in the care, custody, or control of the parties and including damage to the environment, utilities, or natural resources. The Contractor shall not be required to indemnify or defend the City from claims arising solely from the City’s own negligence. The indemnity obligations contained in this paragraph shall survive termination of this Agreement. Nothing in this Section shall be construed as a waiver of any liability limits or immunities contained in Minnesota Statutes, Chapter 466. 10. Liability Limitations. Nothing in this Contract shall constitute or be construed as a waiver by the City of any limitation on or immunities from liability available to the City under Minnesota Statutes, Chapter 466 or other law. 11. Agreement Not Exclusive. The parties understand and agree the City intends to seek the performance of Services on projects from multiple contractors and nothing in this Agreement shall be deemed to create an exclusive relationship between the City and the Contractor for Page 56 of 423 Page 10 of 13 the provisions of Services within the City. The City will determine, in its sole discretion and without limitation, which of the contractors submitted a Cost Proposal it will issue a Notice to Proceed to perform Services on a given project. Such services shall be provided independently from this Agreement and under such terms and conditions as the City and the other contractors or subcontractors may agree to. Nothing in this Agreement shall be construed as limiting the City’s right to retain the services of other contractors or the City’s right to perform any of the Services. 12. Notices. Any notice required to be given by either party pursuant to this Agreement shall be in writing and sent to the other party at the following addresses: To the City: City of Brooklyn Center Attn: Engineering 6301 Shingle Creek Pkwy Brooklyn Center, MN 55430-2199 763-569-3324 lener@brooklyncentermn.gov To the Contractor: To the person signing this Agreement on behalf of the Contract, at the address indicated below, unless a different contact person is identified here: __________________________________ __________________________________ __________________________________ All notices shall be deemed received when delivered, if hand-delivered, or three business days after deposit with the United States Postal Service (USPS), postage prepaid. Notices by fax or email alone are not sufficient. The addresses for notices may be changed by the parties from time to time by delivery of written notice to the other party as provided herein. Notice by email or telephone is not sufficient to meet the notice requirements of this Agreement; however, email or telephone communication may supplement written USPS or hand delivered notice. 13. Independent Contractor. The Contractor agrees it is an independent contractor for all purposes under this Agreement and nothing herein shall be construed as creating an employment relationship. The City will not provide the Contractor with any training with respect to the skills needed to perform the Services required by this Agreement. The Contractor acknowledges that any general instruction that it may receive from the City will have no effect on its status as an independent contractor. The Contractor is not eligible to receive workers’ compensation, unemployment insurance, employee pension, health insurance, vacation or sick pay or any other benefit or compensation from the City. The Contractor is responsible for withholding, reporting and paying any taxes on the payments that it receives from the City. Upon demand, the Contractor shall provide the City with proof that such payments have been made. This Contract does not create a partnership relationship or joint venture between the City and the Contractor. The Contractor does not have the authority to enter into contracts on the City’s behalf. Page 57 of 423 Page 11 of 13 14. General Provisions. (a) Governing Law. This Agreement and all Services provided under it shall be governed by all applicable federal, state, and local laws, regulations, codes, and ordinances and the notices and documents described in this Agreement. Any conflict of law must be submitted to the City to ensure the appropriate resolution. (b) Time is of the Essence. Time is of the essence with respect to each provision of the Agreement. (c) Termination of Agreement. The failure, inability, or refusal of the Contractor to complete the Services within the Working Period specified in the Work List to the sole satisfaction of the City shall be grounds for termination of this Agreement. If the Contractor fails to correct the defective Services in accordance with the written order issued by the City by the indicated completion deadline, the City may immediately terminate this Agreement. Upon termination, the Contractor shall be liable to the City for the total costs required to complete the Services, including administrative costs, reasonable legal fees, and liquidated damages for delay. The City shall only pay the Contractor for Work satisfactorily completed less the City’s costs, as set forth in this paragraph. The Contractor may terminate this Agreement for any reason after thirty (30) days written notice to the City. (d) Preservation of Remedies. The rights and remedies of the City provided in this Agreement shall not be exclusive and are in addition to any other rights and remedies provided by law or under this Agreement. (e) City Officials Status and Decisions. In carrying out any of the provisions of this Agreement, or in exercising any power or authority granted to the Contractor thereby, there shall be no personal liability upon the Engineer or the City’s Representative, it being understood that in such matter they act as agents and representatives of the City. (f) Subcontracting and Assignment. The Contractor shall not assign any portion of this Agreement to another or subtract any Services to be provided under this Agreement without obtaining prior written permission from the City Representative. The City may require the Contractor to provide letter of credit or other form of security in the full amount of the Services to be performed by the subcontractor. (g) Data Practices Act Compliance. Data and information provided under this Agreement or through the provision of Services for the City under this Agreement shall be administered in accordance with Minnesota Statutes, Chapter 13. (h) Nondiscrimination. Contractor agrees to comply with the provisions of all applicable federal, state, and local laws, rules, regulations, and ordinances pertaining to civil rights and nondiscrimination including, without limitation, Minnesota Statutes, section 181.59. Failure to comply with this requirement, as reasonably determined by the City, may result in the termination of this Agreement. (i) Entire Agreement. This document, including all Requests for Services, Work Lists, and Costs Proposals, which are incorporated herein by reference, constitutes the entire agreement between the parties. This Agreement supersedes all prior oral agreements and negotiations between the parties relating to the subject matter of this Page 58 of 423 Page 12 of 13 Agreement. This Agreement is valid only when signed by both parties. (j) Conflict of Interest. The Contractor agrees that it will not, during the term of this Agreement, enter into a contract or otherwise accept employment for the performance of any work or service with any individual, business, partnership, corporation, government, governmental unit, or any other organization that would create a conflict of interest in the performance of its obligations under this Agreement. (k) Amendments. Any amendment of this Agreement must be in writing and signed by both parties. Written or verbal consent or agreement to perform Services on projects as provided in this Agreement does not constitute an amendment of this Agreement. (l) Counterparts. This Agreement may be executed in counterparts, each of which shall be deemed to be an original, but all of which, taken together, shall constitute one and the same agreement. (m) Headings. The headings used throughout this Agreement have no legal significance. (n) Subcontractor Payments. If the City approves the use of subcontractors, the Contractor shall comply with the requirements of Minnesota Statutes, section 471.425, subdivision 4a in the payment of subcontractors. (o) City Obligation. All covenants, promises, agreements, and obligations of the City contained herein shall be deemed to be the covenants, stipulations, promises, agreements, and obligations of the City, and not of any governing body member, officer, agent, servant, or employee of the City in the individual capacity thereof. (p) Authority. Each signatory to this Agreement shall have the requisite authority to bind its respective party. (q) Equal Negotiation. The parties acknowledge that they participated equally in the negotiation and drafting of this Agreement and that, accordingly, no court shall construe this Agreement more stringently against one party than the other. (r) No Waiver. The waiver by any party of a breach or violation of, or failure of any party to enforce, any provision of this Agreement shall not operate or be construed as a waiver of any subsequent breach or violation or as a relinquishment of any rights hereunder. (s) Severability. The provisions of this Agreement shall be deemed severable. If any part of this Agreement is rendered void, invalid, or otherwise unenforceable, such rendering shall not affect the validity and enforceability of the remainder of this Agreement unless the part or parts that are void, invalid, or otherwise unenforceable shall substantially impair the value of the entire Agreement with respect to either party. Page 59 of 423 Page 13 of 13 IN WITNESS WHEREOF, the parties have executed this Agreement effective as of ________________________, 2026. CONTRACTOR _______________________________________ Corporate Name _______________________________________ Address _______________________________________ _______________________________________ Phone By: ____________________________________ Print Name _______________________________________ Signature Its: _____________________________________ CITY OF BROOKLYN CENTER By:_____________________________ Mayor By _____________________________ City Manager Page 60 of 423 BR291-10-1108276.v2 Member introduced the following resolution and moved its adoption: RESOLUTION NO._______________ RESOLUTION AUTHORIZING EXECUTION OF A DISEASED TREE REMOVAL & TREE MAINTENANCE PROGRAM SERVICE CONTRACT WITH QUALIFYING CONTRACTORS WHEREAS, City staff solicited quotations from qualifying contractors to establish a tree maintenance contractor pool to allow staff to draw upon their services for tree removal, tree trimming, stump removal, and related services on public and private property; and WHEREAS, three interested and qualified contractors submitted quotes and fee schedules with all contractors being recommended for inclusion in the one-year contractor pool; and WHEREAS, contractors will be selected via a rotation schedule; and WHEREAS, the City is now prepared to proceed with the following contractors after a thorough review of all quotations: 1. Arbor Tree Services 2. Golden Leaf Tree Service, LLC 3. Perfect Landscape Tree and Services NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Brooklyn Center, Minnesota: 1. The City Council hereby approves and adopts the Agreement attached hereto and incorporated herein in substantially the form presented to the City Council. 2. The appropriate City officials are authorized to execute all appropriate documents on behalf of the City to facilitate future agreements and to take all steps and actions necessary or convenient to accomplish the intent of this Resolution. 3. Upon execution and delivery of the Agreement, the officers and employees of the City are hereby authorized and directed to take or cause to be taken such actions as may be necessary on behalf of the City to implement the agreement in its entirety. July 27, 2026 Date Mayor Page 61 of 423 RESOLUTION NO. _______________ ATTEST: City Clerk The motion for the adoption of the foregoing resolution was duly seconded by member and upon vote being taken thereon, the following voted in favor thereof: and the following voted against the same: whereupon said resolution was declared duly passed and adopted. Page 62 of 423 Council Regular Meeting DATE: 7/27/2026 TO: City Council FROM: Lydia Ener, City Engineer THROUGH: Elizabeth Heyman, Director of Public Works BY: Lydia Ener, City Engineer SUBJECT: Resolution Approving Plans and Specifications and Authorizing Advertisement for Bids, Project No. 2026-29, Brooklyn Center Community Center Pool Project Requested Council Action: - Motion to Approve the Resolution Approving Plans and Specificaitons and Authorizing Advertisement for Bids, Project 2026-29, Brooklyn Center Community Center Pool Project Background: In 2026, the City hired Ramaker to prepare plans and specifications for the Brooklyn Center Community Center Pool Project. Construction plans, specifications, and contract documents have been prepared for the project. The overall scope of the project remains consistent with improvements outlined in the feasibility study. Staff is prepared to begin the project bidding process upon authorization from the City Council. The bidding process would involve the public advertisement of the project by the Construction Management Consultant, H+U Construction, on behalf of the City. Staff anticipates that the bid results will be presented to the City Council for consideration in September 2026. Budget Issues: Inclusive Community Engagement: Antiracist/Equity Policy Effect: Strategic Priorities and Values: ATTACHMENTS: 1. BCCC Pool_Approve Plans and Specs Res Page 63 of 423 Member introduced the following resolution and moved its adoption: RESOLUTION NO. _______________ RESOLUTION APPROVING PLANS AND SPECIFICATIONS AND AUTHORIZING ADVERTISEMENT FOR BIDS, PROJECT NO. 2026-29, BROOKLYN CENTER COMMUNITY CENTER POOL PROJECT WHEREAS, the City’s Capital Improvement Program identifies the Brooklyn Center Community Center Pool Project; and WHEREAS, said plans and specifications have been prepared under the direction of the City Engineer. NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Brooklyn Center, Minnesota, that: 1. The plans and specifications for Improvement Project No. 2026-29 are hereby approved, ordered, and filed with the City Clerk. 2. The advertisement shall be published in accordance with Minnesota Statutes, shall specify the work to be done, and state the time and location at which bids will be opened by the City Clerk and City Manager or their designees. Any bidder whose responsibility is questioned during consideration of the bid will be given an opportunity to address the City Council on the issue of responsibility. No bids will be considered unless sealed and filed with the City Clerk and accompanied by a cash deposit, cashier’s check, bid bond, or certified check payable to the City of Brooklyn Center for five percent of the amount of such bid. Date Mayor ATTEST: City Clerk The motion for the adoption of the foregoing resolution was duly seconded by member and upon vote being taken thereon, the following voted in favor thereof: and the following voted against the same: whereupon said resolution was declared duly passed and adopted. Page 64 of 423 Council Regular Meeting DATE: 7/27/2026 TO: City Council FROM: Lydia Ener, City Engineer THROUGH: Elizabeth Heyman, Director of Public Works BY: Lydia Ener, City Engineer SUBJECT: Resolution Authorizing Execution of a Professional Services Agreement, Project No. 2027-03, -04, -05, -06, Orchard Lane North Area Improvements Requested Council Action: - Motion to Approve the Resolution Authorizing Execution of a Professional Services Agreement, Project No. 2027-03, 04, 05, 06, Orchard Lane North Area Improvements Project Background: City staff solicited proposals for and received two consultants that would be able to provide the professional services necessary. A team made up of City staff evaluated and ranked the proposals. A subsequent follow-up discussion was conducted with the top candidate. Based on project understanding, work plan, experience, team, and fees, WSB is recommended to provide the professional services needed. WSB is available to start immediately to proceed with the Orchard Lane North Area Project. Budget Issues: Orchard Lane North Area Project is identified in the City’s Capital Improvement Program for 2027 with a total estimated project cost of $3,840,000. This estimated cost may change as detailed design progresses. The contract with WSB for the preliminary and final design, amounts to $266,718.00, which is an estimated 7 percent of the project construction cost. Inclusive Community Engagement: Antiracist/Equity Policy Effect: Strategic Priorities and Values: ATTACHMENTS: 1. Orchard Lane North PSA Resolution Page 65 of 423 Member introduced the following resolution and moved its adoption: RESOLUTION NO. _______________ RESOLUTION AUTHORIZING EXECUTION OF A PROFESSIONAL SERVICES AGREEMENT, PROJECT NO. PROJECT NO. 2027-03, -04, -05, - 06, ORCHARD LANE NORTH AREA IMPROVEMENTS WHEREAS, the City’s Capital Improvement Program identifies the Orchard Lane North Area Improvements to be constructed in 2027; and WHEREAS, a professional services agreement has been negotiated with WSB to provide the professional services needed to perform said project. NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Brooklyn Center, Minnesota, that the Mayor and City Manager are hereby authorized to execute an agreement with WSB, in the amount of $266,718.00 to provide professional services for the Orchard Lane North Area Improvements. July 27, 2027 Date Mayor ATTEST: City Clerk The motion for the adoption of the foregoing resolution was duly seconded by member and upon vote being taken thereon, the following voted in favor thereof: and the following voted against the same: whereupon said resolution was declared duly passed and adopted. Page 66 of 423 Council Regular Meeting DATE: 7/27/2026 TO: City Council FROM: Lydia Ener, City Engineer THROUGH: Elizabeth Heyman, Director of Public Works BY: Lydia Ener, City Engineer SUBJECT: Resolution Accepting Bid and Awarding a Contract, Improvement Project No. 2026-10, 2026 Pond Maintenance Requested Council Action: - Motion to approve the attached resolution for accepting the lowest responsible bid and award a contract to Winberg Companies, LLC for Improvement Project No. 2026-10, 2026 Pond Maintenance and a motion to approve a second resolution for negative declaration of the need for an environmental impact statement for Brooklyn Center pond maintenance project - Upper Twin Lake project No. 2026-10, 2026 Pond Maintenance Background: Bids for the Improvement Project 2026-10 2026 Pond Maintenance, were received and opened on July 20, 2026. The bidding results are tabulated below: Bidder Total Base Bid Winberg Companies, LLC $367,180.80 New Look Contracting, Inc. $523,758.50 PWS $748,926.42 Boulder Creek, Inc, $894,990.00 Of the four (4) bids received, the lowest bid of $367,180.80 was submitted by Winberg Companies, LLC . of Shafer, Minnesota. Winberg Companies, LLC. has the experience, equipment, and capacity to qualify as the lowest responsible bidder for the project. Budget Issues: The total project cost is estimated to be $465,680.80. Funding sources for the project are budgeted from sources as described in Capital Improvement Program. The bid amount of $367,180.80 for the Base Bid is within the pond maintenance budgeted amount. The total estimated budget including construction, contingencies, administration, engineering, and legal was $377,126.00 and is amended to $465,680.80, this increase is due to soil conditions, environmental considerations, and EAW costs. (see attached Resolution – Costs and Revenues tables). Inclusive Community Engagement: Antiracist/Equity Policy Effect: Page 67 of 423 Strategic Priorities and Values: ATTACHMENTS: 1. Pond 2026 Bid Award - Res 2. Pond 2026 EAW Negative Declaration - Res Page 68 of 423 Member introduced the following resolution and moved its adoption: RESOLUTION NO. _______________ RESOLUTION ACCEPTING BID AND AWARDING A CONTRACT, IMPROVEMENT PROJECT NO. 2026-10, 2026 POND MAINTENANCE. WHEREAS, pursuant to an advertisement for bids for Improvement Project No. 2026-10, bids were received, opened and tabulated on the 20th day of July, 2026. Said bids were as follows: Bidder Total Base Bid Winberg Companies, LLC $367,180.80 New Look Contracting, Inc. $523,758.50 PWS $748,926.42 Boulder Creek, Inc, $894,990.00 WHEREAS, it appears that Winberg Companies, LLC . of Shafer, Minnesota. is the lowest responsible bidder. NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Brooklyn Center, Minnesota, that 1. The Mayor and City Manager are hereby authorized and directed to enter into a contract with Winberg Companies, LLC . of Shafer, Minnesota. in the name of the City of Brooklyn Center, for Improvement Project No. 2026-10 according to the plans and specifications therefore approved by the City Council and on file in the office of the City Engineer. 2. The estimated project costs and revenues are as follows: Amended Amended COSTS Estimate per Low Bid Contract $ 285,126.00 $ 367,180.80 EAW Portion of Contract $ 19,500.00 Contingency $ 42,800.00 $ 36,700.00 Subtotal Construction Cost $ 327,926.00 $ 423,380.80 Admin/Legal/Engr. $ 49,200.00 $ 42,300.00 Total Estimated Project Cost $ 377,126.00 $ 465,680.80 Page 69 of 423 RESOLUTION NO. _______________ Amended Amended REVENUES Estimate per Low Bid Street Assessment --- --- Sanitary Sewer Utility --- --- Water Utility Fund --- --- Storm Drainage Utility $ 377,126.00 $ 465,680.80 Total Estimated Revenue $ 377,126.00 $ 465,680.80 Date Mayor ATTEST: City Clerk The motion for the adoption of the foregoing resolution was duly seconded by member and upon vote being taken thereon, the following voted in favor thereof: and the following voted against the same: whereupon said resolution was declared duly passed and adopted. Page 70 of 423 Member introduced the following resolution and moved its adoption: RESOLUTION NO._______________ RESOLUTION FOR NEGATIVE DECLARATION OF THE NEED FOR AN ENVIRONMENTAL IMPACT STATEMENT FOR BROOKLYN CENTER POND MAINTENANCE PROJECT – UPPER TWIN LAKE PROJECT NO. 2026-10, 2026 POND MAINTENANCE WHEREAS, pursuant to Minnesota Environmental Quality Board (EQB) Rules, Chapter 4410, part 4410.1000, Subpart 3, the City of Brooklyn Center as the responsible governmental unit completed an Environmental Assessment Worksheet (EAW) for the excavation of approximately 3.3 acres within a portion of Upper Twin Lake. WHEREAS, pursuant to Minnesota EQB Rules, Chapter 4410, the project meets the thresholds for an EAW for a project that will diminish the course, current, or cross-section of one acre or more of any public water. WHEREAS, copies of the EAW were distributed to all persons and agencies on the official EQB mailing list on June 9, 2026; and WHEREAS, notice of the availability of the EAW for public review for a 30-day comment period was published in the EQB Monitor on June 9, 2026 and on Brooklyn Center’s website on June 9, 2026; and WHEREAS, the preparation of the Brooklyn Center Pond Maintenance EAW and comments received on the EAW have generated information adequate to determine whether the proposed project has the potential for significant environmental effects; and WHEREAS, the Brooklyn Cente Pond Maintenance Project is expected to comply with all the City of Brooklyn Center and review agency standards; and WHEREAS, based on the criteria established in Minnesota Rules 4410.1700, the project does not have the potential for significant environmental effects; and WHEREAS, based on the Findings of Fact and Conclusions, the project does not have the potential for significant environmental effects. NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Brooklyn Center, Minnesota, that: 1. That it should and hereby does make a negative declaration on the need for an Environmental Impact Statement for the Brooklyn Center Pond Maintenance EAW and filed with the City Clerk. Page 71 of 423 RESOLUTION NO. _______________ Date Mayor ATTEST: City Clerk The motion for the adoption of the foregoing resolution was duly seconded by member and upon vote being taken thereon, the following voted in favor thereof: and the following voted against the same: whereupon said resolution was declared duly passed and adopted. Page 72 of 423 Council Regular Meeting DATE: 7/27/2026 TO: City Council FROM: LaToya Turk, Director of Community Prevention, Health & Safety THROUGH: BY: Shannon Pettit, City Clerk SUBJECT: OCPHS 2025 Annual Report Requested Council Action: - Motion to accept the presentation Background: Annual department report to City Council Budget Issues: Inclusive Community Engagement: Antiracist/Equity Policy Effect: Strategic Priorities and Values: ATTACHMENTS: 1. 1OCPHS_2025_Annual_Report(Final) Page 73 of 423 OCPHS Department Annual Report July 27th ,2026, City Council Meeting LaToya Turk, OCPHS Director Office of Community Prevention, Health and Safety 2025 Overview OCPHS Increased prevention- first alternative to a response-only model. Community Engagement Directed stakeholder contact and data collection that builds the trust that programming depend on Arts & Beautification Murals that use environmental design to build civic pride and community wellness. Advisory Commissions Three resident-driven bodies: Cultural & Public Arts, Sister Cities, and Community Safety & Violence Prevention that formalize resident voice in policy. 2 Page 74 of 423 OCPHS - Community Wellness & Safety Core Functions Strengthening Community Relationships: Focusing on partnering with local organizations to provide health and wellness resources where preventative to critical services are needed (intersection of health and safety) Continue to create a coordinated ecosystem of public health stakeholders to improve access to critical services (community safety, mental health resources, economics and access to life essential resources). — COMMUNITY WELLNESS & SAFETY Health and Prevention Related Community Initiatives 2025 prevention tools that put life-saving response in the hands of community while reducing reliance on emergency-only intervention. 12 Narcan trainings held in 2025 353 Individuals trained to administer Narcan 8 MedPod uses / deployments logged 1,330 Expanded Response calls for service Opioid-related deaths among Brooklyn Center residents fell 67% in 2024 (5 deaths, down from 15 in 2023) after holding between 10 and 15 annually since 2020. In 2025, OCPHS built on that momentum, holding 12 Narcan and opioid awareness trainings and certifying 353 residents to recognize and respond to an overdose — the largest local response capacity built to date. 2025 death data is not yet finalized; OCPHS will report it against this training expansion once available. 3 Page 75 of 423 — HEALTH EQUITY Health Equity & Community Safety Local health data shows where upstream investment prevents downstream crisis calls. 39.5% Adults reporting chronic loneliness — Palmer Lake tract (CDC PLACES, 2023) 20.7% Adults reporting housing insecurity, past 12 mo. — Palmer Lake tract 18.2% Adults reporting frequent mental distress — Palmer Lake tract 9.6% Citywide uninsured rate (2024), up from 8.8% in 2023 WHY THIS MATTERS FOR COMMUNITY SAFETY & HEALTH EQUITY CDC PLACES data for Brooklyn Center’s Palmer Lake-area census tract (Tract 202.01) show 39.5% of adults report chronic loneliness, 20.7% report housing insecurity, and 18.2% report frequent mental distress, against a median household income of $39,957, about half the citywide average. These are the same underlying conditions that surface later as 911 calls for welfare checks and mental health crises: unmet health and social needs don’t disappear, they escalate. Hennepin County’s Community Health Assessment confirms this is a countywide pattern, rising suicide rates, rising opioid deaths, and rising obesity, that calls for exactly the upstream, relationship-based engagement OCPHS provides. Closing the health equity gap in tracts like this one is not separate from public safety work; delivered early, it is public safety work. Note: loneliness, housing insecurity, and mental distress figures reflect Brooklyn Center’s highest-need census tract (Palmer Lake area, Tract 202.01), not a citywide average; uninsured rate is citywide. Sources: CDC PLACES (2023 model-based estimates); U.S. Census ACS via Data USA (2023–2024 citywide uninsured trend); Hennepin County 2021–2025 Community Health Assessment. 5 Core Functions Outreach and Trust-Building •The team facilitates direct connection between the City and the community through relationship-centered outreach. This includes presence at community events, neighborhood conversations, and targeted efforts to engage all stakeholders, especially underrepresented populations. By listening and responding to stakeholders, the team fosters transparency, accessibility, and trust in local government. Program Collaboration •The community engagement team works with city wide departments to plan community-informed programs and initiatives. Whether it's co-creating policies, gathering feedback on city initiatives, or coordinating public forums, the engagement team ensures that the community is an active partner in shaping outcomes that impact their quality of life. Equity, Inclusion, and Cultural Responsiveness •Ensuring that engagement practices are inclusive, culturally competent, and accessible is a cornerstone of the engagement team's work. This includes providing language support, designing multi-format engagement options (in-person and virtual), and centering voices from a diverse group of backgrounds. Community Engagement Page 76 of 423 — COMMUNITY ENGAGEMENT Community Engagement Sustained resident contact is the mechanism that makes prevention work. 59+ Community events hosted 3,500 Total resident touchpoints / attendance 362 Survey respondents >50% Collaborated engagements WHY ENGAGEMENT IS VITAL OCPHS Director LaToya Turk was named a 2025 Top Influencer in Local Government by ELGL (Engaging Local Government Leaders) — one of only 100 professionals recognized nationwide, selected through peer nomination. She was cited for directing city funds toward an unarmed mental health first-response partnership and for centering community voices in that work. That same model earned Brooklyn Center a seat among several panelists at the National League of Cities’ 2025 convening on people-centered public safety, where Turk presented how the City structured and rolled out its Expanded Response Team. Diversifying engagement is showing up in the numbers. Broad engagement is moving the categories it reaches; the categories still rising need engagement aimed specifically at them: MedPod and Narcan deployment, CPTED-informed art investment in hot spots, and targeted outreach where gun violence concentrates. Sources: ELGL Top Influencers in Local Government (2025); National League of Cities event listing; City of Brooklyn Center 2025 crime data via MinneapoliMedia (April 2026). 4 Public Art and Beautification Purpose and Goal Rooted in the resolution and City’s Master Plan, the policy draft provides a framework for inclusive, sustainable, and culturally representative public art and beautification. It guides decision-making on funding, artist selection, community engagement, and long-term maintenance while supporting economic development, public safety, and cultural vitality for all residents. Page 77 of 423 — ARTS & BEAUTIFICATION Murals & Environmental Design Physical environment shapes perceived safety — mural and corridor investment is crime prevention through environmental design (CPTED), not just aesthetics. 5 Murals / Public Art installations completed 340+ Local artists commissioned or stakeholders engaged 9 Local Sites Impacted $24,999 Grant investment leveraged National research (Univ. of Pennsylvania, 2024) found daytime crime fell 42% and nighttime property crime fell 40% in areas that received a mural, with effects lasting up to seven years. NEA-funded research also links community art-making to reduced chronic stress and improved well-being. As the City reduces environmental design requirements on new establishments, public art offers a low-cost, evidence-based tool to sustain safety and wellness in identified hot spots and new developments. Sources: Univ. of Pennsylvania Dept. of Criminology mural study (2024); NEA Research Labs; Americans for the Arts Percent for Art Ordinances database; Madison, WI & Palmdale, CA municipal ordinances. OCPHS 2025 Annual Report —5 FUNDING MODEL: TIE PUBLIC ART TO NEW DEVELOPMENT •Madison, WI —ϭйŽĨďƵĚŐĞƚĨŽƌĂŶLJƉƌŽũĞĐƚшΨϱD;ĐůŽƐĞƐƚŝŶ-state model) •Los Angeles & Tampa — extend percent-for-art to private commercial development •Palmdale, CA —Ϭ͘ϱйŽĨďƵŝůĚŝŶŐƉĞƌŵŝƚǀĂůƵĞшΨϱϬϬ<͕ŽƌƉĂLJŝŶƚŽĂWƵďůŝĐƌƚ&ƵŶĚ •Fort Worth, TX —2% of project cost Note: Milwaukee’s Percent for Art fund covers City capital projects only — it is not a private-development model. — RESIDENT VOICE Advisory Commissions Formal, ordinance-based bodies that channel resident input directly into City policy — the structural link between engagement and decision-making. Sister Cities Commission Maintain international partnerships as an advisory body on matters affecting sister cities relationships, programs, and activities. 1 Partner City | 5 members Cultural & Public Arts Commission Guide aesthetic considerations and promote public art as a mechanism to foster civic pride, community health, and guide further planning as an advisory body 7 Voting Members | 4 Affiliates Community Safety & Violence Prevention Commission Advisory body to the City on issues related to Community Safety and Violence Prevention. Currently reviewing applications for Council appointment 6 Page 78 of 423 HOW OCPHS WORKS Cross-Department Collaboration OCPHS does not operate in a silo — every 2025 program area is delivered jointly with an existing City department. Partner Departments Joint Initiative Shared Outcome BC Fire and Police Department Expanded Response Team Response to mental health and behavioral 911 calls for service Public Works 252 Taskforce and MNDOT participation Enhanced engagement with 252 Taskforce and stakeholders Community Development Public Art & Murals Sites for murals and community use Parks & Recreation Prevention modeling & youth programming Expanded access to wellness & prevention resources Fiscal & Support Services Grant management & budget alignment Sustainable, audited funding for prevention work 7 Co-created Citywide Community Engagement Strategic Plan (IAP2 framework) Increased Community Collaborations Metric & Workplan Incorporation 2025 Accomplishments Page 79 of 423 2026 OCPHS Priorities Analyze and Leverage Community Data to Drive Decision-Making Continue to collect and use disaggregated community data and engagement analytics to identify trends, measure reach and equity, and ensure engagement efforts are effectively meeting the needs of all stakeholders. Key Strategies: •Develop an annual Community Engagement Report to track participation. •Incorporate qualitative community stories and lived experience into reports to complement quantitative metrics. 2026-2027 Priorities Community Resource Mapping & Gap Analysis Identify existing public health and safety resources across city departments, nonprofits, and health systems. Key Strategies: •Conduct a citywide audit of regional crisis response services, mental health providers, housing supports, and prevention programs. •Use GIS mapping to visualize areas of over- or under-resourced services. •Create a centralized public dashboard for internal and external stakeholders. Page 80 of 423 2026-2027 Priorities Strategic Public Health Plan Development for Brooklyn Center Objective:Draft a citywide public health strategy that explicitly addresses social determinants and expanded response models. Key Strategies : •Partner with Public Health departments for technical assistance. •Align plan pillars with violence prevention, behavioral health response, emergency preparedness, and environmental health. •Host community listening sessions to co-create objectives and outcomes. Thank you Regional Collaborations Community Stakeholders City Staff & Interns City Council Page 81 of 423 Council Regular Meeting DATE: 7/27/2026 TO: City Council FROM: THROUGH: BY: Shannon Pettit, City Clerk SUBJECT: Ordinance Amending Ordinance No. 2024-05 Regarding Council Salaries for 2027-2028 (Second Reading) Requested Council Action: - Motion to Open the Public Hearing - Motion to Close the Public Hearing - Motion to approve the Ordinance Amending Ordinance No. 2024-05 Regarding Council Salaries for 2027-2028, and setting a public hearing for July 27, 2026 Background: Every two years, the Financial Commission is required by the City Council Code of Policies to review the salaries for the Mayor and City Council and recommend any changes that may seem appropriate. The Financial Commission has reviewed the salaries in comparison to a specified group of comparison cities as outlined by policy. Budget Issues: Inclusive Community Engagement: Antiracist/Equity Policy Effect: Strategic Priorities and Values: ATTACHMENTS: 1. MN_Statute_415.11 (1) 2. Excerpt_from_City_Council_Code_of_Policies (1) 3. 2027-2028 Mayor and Council Salaries 4. ORDINANCE_on_Council_Salaries_2027-2028_First_Reading Page 82 of 423 415.11 SECOND TO FOURTH CLASS CITIES; GOVERNING BODY SALARIES.​ Subdivision 1.Set by ordinance.Notwithstanding the provisions of any general or special law, charter,​ or ordinance, the governing body of any statutory or home rule charter city of the second, third or fourth​ class may by ordinance fix their own salaries as members of such governing body, and the salary of the​ chief elected executive officer of such city, in such amount as they deem reasonable.​ Subd. 2.After next election.No change in salary shall take effect until after the next succeeding​ municipal election.​ Subd. 3.Temporary reductions.Notwithstanding subdivision 2 or a charter provision to the contrary,​ the governing body may enact an ordinance to take effect before the next succeeding municipal election that​ reduces the salaries of the members of the governing body. The ordinance shall be in effect for 12 months,​ unless another period of time is specified in the ordinance, after which the salary of the members reverts to​ the salary in effect immediately before the ordinance was enacted.​ History: Ex1967 c 42 s 1,2; 1976 c 44 s 34; 2009 c 152 s 17​ Official Publication of the State of Minnesota​ Revisor of Statutes​ 415.11​MINNESOTA STATUTES 2020​1​ Page 83 of 423 Excerpt from City Council Code of Policies 2.05 Policy and Procedure on Mayor and Council Member Total Compensation 1. Need for Policy The community is entitled to a clearly articulated, written description of the policy and procedure for establishing the total compensation of local elected officials. 2. Policy A. Service on the City Council is a civic obligation and an honor. The total compensation of the Mayor and Council Members should, therefore, not encourage candidacies based on monetary rather than public service objectives. However, the compensation of Brooklyn Center elected officials shall be fair and equitable in order to attract qualified candidates for local elective office. B. The propriety of the compensation levels of the Mayor and C ouncil Members shall be evaluated through comparisons with compensation paid to similar officials within the seven-county metropolitan area. C. The compensation levels of elected officials should be regularly reviewed and adjusted to ensure compliance with the objectives of this policy and to avoid the need for drastic or sudden compensation adjustments. D. Compensation set pursuant to this policy and procedure shall be deemed to be the total compensation for elected officials of the City with the exception of expense reimbursement which shall be the same as provided all other City employees. 3. Procedure A. The City Manager shall biennially prepare a compensation report that contains an analysis of the compensation paid to elected officials of Minneapolis-St. Paul Area Metropolitan cities having a population within 10,000 of the City of Brooklyn Center that are generally fully developed {Such grouping shall include the cities of Richfield, Roseville, Maplewood, Fridley, Shoreview, White Bear Lake, Crystal, New Hope, and Golden Valley, in addition to the City of Brooklyn Center.} The report shall compute the average and median amounts paid to Mayors and Council Members and correlate survey results to the current compensation of Brooklyn Center elected City officials. The City Manager shall assemble such additional information on compensation of City elected officials as Page 84 of 423 may be requested to assist the Commission and Council in their review of elected official’s compensation. B. The City Manager shall submit the compensation report to the City Council and the Financial Commission prior to June 1, for information pertaining to the applicable calendar year. C. The Financial Commission shall biennially review the City Manager’s compensation report and discuss possible budgetary and public perception impacts of the indicated changes. Prior to July 1 of the same year, the Commission shall recommend to the City Council that the compensation of the Mayor and Council Members either remain the same or be changed to some specific amount in the manner prescribed by law. D. Consistent with the City Charter, Section 2.07, the Mayor and Council Members may, after conducting public hearings, set their compensation by ordinance. No change in compensation shall be in effect until January 1, following the next succeeding general election. 4. Authority The authority for establishing compensation for the Mayor and Council Members is found in Minnesota Statutes 415.11 and the City of Brooklyn Center Charter, Section 2.07. Page 85 of 423 Mayor and Council Salaries - Comparable Cities Brooklyn Center Proposed 2027 & 2028 2027 Proposed Mayor annual salary = $15,303 2027 Proposed Council Member annual salary = $11,493 2028 Proposed Mayor annual salary = $15,762 2028 Proposed Council Member annual salary = $11,838 Brooklyn Center - 2026 Mayor annual salary = $15,302 Council Member annual salary = $11,493 Crystal Mayor annual salary = $12,172.63 Council Member annual salary = $9,364.26 Maplewood Mayor annual salary = $17,430.40 Council Member annual salary = $15,350.40 New Hope Mayor annual salary = $16,025 Council Member annual salary = $11,695 Richfield – sent email Mayor annual salary = $14,339 Council Member annual salary = $11,128 Roseville Mayor annual salary = $10,620 Council Member annual salary = $8,220 Shoreview Mayor annual salary = $10,752 Council Member annual salary = $7,980 White Bear Lake Mayor annual salary = $9,600 Council Member annual salary = $7,500 Brooklyn Park Mayor annual salary = $21,995.88 Council Member annual salary = $12,578.04 Note: No response received from Fridley and Golden Valley as of 6/15/26 Page 86 of 423 Notice is hereby given that a public hearing will be held on July 27, 2026, at 7:00 p.m. or as soon thereafter as the matter may be heard at the City Hall, 6301 Shingle Creek Parkway, to consider An Ordinance Amending Ordinance 2016-08 Regarding Council Salaries for 2027-2028. Auxiliary aids for persons with disabilities are available upon request at least 96 hours in advance. Please contact the City Clerk at 763-569-3300 to make arrangements. CITY OF BROOKLYN CENTER ORDINANCE NO. __________ AN ORDINANCE AMENDING ORDINANCE NO. 2024-05 REGARDING COUNCIL SALARIES FOR 2027-2028 THE CITY COUNCIL OF THE CITY OF BROOKLYN CENTER DOES ORDAIN AS FOLLOWS: Section 1. City of Brooklyn Center Ordinance No. 2024-05 which amended the amount of the annual compensation to be paid to the Mayor and Council Members to become effective January 1, 2027, is hereby amended. Section 2. Effective January 1, 2027, the annual salary for the Mayor shall be $14857 $15,303 and the annual salary for Council Members shall be $11,158 $11,493. Section 3. Effective January 1, 2028, the annual salary for the Mayor shall be $15,302 $15,762 and the annual salary for Council Members shall be $11,493 $11,838. Section 4. This ordinance shall be effective after adoption and thirty days following its legal publication. June 22, 2026 ______________ Date Mayor ATTEST: City Clerk Page 87 of 423 Council Regular Meeting DATE: 7/27/2026 TO: City Council FROM: Krystin Eldridge, Associate Planner THROUGH: Ginny McIntosh, Planning Manager BY: Krystin Eldridge, Associate Planner SUBJECT: An Ordinance Amending Section 35-5609— Fences of the City Code of Ordinances Regarding Fences in the Commerce Service/Office District — First Reading Requested Council Action: - Motion to approve a first reading regarding the adoption of an ordinance amending Section 35-5609 (Fences) of the City Code of Ordinances allowing fences within the C- Commerce (Service/Office) District, as contemplated under Planning Commission Application No. 2026-005, and set the second reading for August 10, 2026. Background: Alan Milavetz of Milavetz Injury Law, P.A. (“the Applicant”) is requesting an ordinance (text) amendment to Section 35-5609 (Fences) of the Unified Development Ordinance (UDO) to allow for fences within the City’s C (Commerce – Service/Office) Zoning District, where the Applicant’s business is located at 1915 57th Avenue North. Fences are currently permitted within the City’s Residential, Business Mixed-Use (MX-B), and Industrial (I) Districts. Due to the nature of the request, a public hearing notice was published in the Brooklyn Center Sun Post on June 25, 2026. City Staff was informed in November 2025 of the installation of a fence at Milavetz Injury Law, P.A. At that time, the Applicant was informed the fence was not permitted in the C (Commerce/Service) District and it would have to be removed from the clear view triangle, or the Applicant could pursue an Ordinance Amendment to permit the fence. A public hearing was held at the Planning Commission meeting on July 9, 2026. No public comments were received in advance of or at the meeting and no public comments were provided by anyone in person or online. Following a presentation by City staff and opening of the public hearing, the Applicant provided context around their desire for a fence, including issues with loitering, littering, and car traffic driving through the Applicant's parking lot and grass to access neighboring businesses, rather than utilizing the public streets. The Commissioners acknowledged his concerns regarding safety and privacy. The Commissioners further engaged in discussion around the specifics of the fence and the clear view triangle in question, understanding the need for the amendment and removal of the fence within Page 88 of 423 the clear view triangle. The Applicant was agreeable. However, he expressed a desire to keep the fence to continue to direct traffic back to the sidewalk as the fence has been successful in limiting the parking lot and grassy areas from being used as a pass through by pedestrians and car traffic. Following closure of the public hearing, the Planning Commission unanimously recommended (6-0) City Council approval of the requested fence amendment under Planning Commission Application No. 2026-005. A copy of the Planning Commission report, PowerPoint presentation, and drafted ordinance language is included for City Council review and consideration. Budget Issues: None to consider at this time. Inclusive Community Engagement: Antiracist/Equity Policy Effect: Strategic Priorities and Values: ATTACHMENTS: 1. PowerPoint Presentation — Planning Commission Application No. 2026-005 2. Ordinance Amendment Language — Planning Commission Application No. 2026- 005 3. Staff Report with Exhibits — Planning Commission Application No. 2026-005 Page 89 of 423 City Council Meeting |July 27, 2026 Krystin Eldridge, Planner Ordinance Amendment to Chapter 35 — Fences in the C District(1st Reading) Page 90 of 423 2 Background •In December 2025, City staff were informed of a fence being installed without a permit at 1915 57th Ave N. Unfortunately, fences are not be permitted in the C (Commerce – Service/ Office) District for which it was located. City Staff advised Milavetz Law Firm P.A. (the “Applicant”) that a Planning Commission application would need to be submitted for review and consideration by the Planning Commission and City Council for an Ordinance Amendment, or the fence had to be removed. •The purpose of the C (Commerce – Service/Office) District is to: •“Support commerce activity in the form of retail sales, eating establishments, service/office uses, repair/service uses, medical and health uses, contract/construction office uses (no outdoor storage), educational uses, and other uses similar in nature, as determined by City Council.” Properties within this district include (21 all together): •HealthPartners Clinic (6845 Lee Avenue North), •Casey’s Gas Station (2101 Freeway Boulevard), (constructed before fence permit process) •Christy’s Auto Service (5300 Dupont Avenue North), •O’Reilly’s Auto and Family Dollar (2105 57th Avenue North), •Office buildings at 7240 Brooklyn Boulevard and 2800 Freeway Boulevard, and •Metro Dentalcare (512 66th Avenue North). Page 91 of 423 3 Request for Ordinance Amendment (Text) The clear view triangle is defined in the Unified Development Ordinance under Section 35-9000 (Definitions) as a “triangular area that is formed where the curb or street intersect where objects shall not materially impede views between the heights of 2 ½ and 10 feet.” As the installed fence is approximately 61 inches in height, the Applicant was notified that any visual obstructions within this clear view triangle would need to be removed and that City staff could not support the installation of an obstruction within this defined area. Page 92 of 423 4 Request for Ordinance Amendment (Text) Page 93 of 423 5 Request for Ordinance Amendment (Text) Page 94 of 423 6 Request for Ordinance Amendment (Text) The Planning Commission and City Council shall review the necessary submittal requirements, facts, circumstances of the proposed amendment, and make a recommendation and decision on the amendment based on, but not limited to, consideration of the following criteria and policies per Section 35-71304: •Whether there is a clear and public need or benefit; •Whether the proposed amendment is consistent with and compatible with surrounding land use classifications; •Whether all permitted uses in the proposed zoning district can be contemplated for development of the subject property; •Whether there have been substantial physical or zoning classification changes in the area since the subject property was zoned; •Whether there is an evident, broad public purpose in the case of City-initiated rezoning proposals; •Whether the subject property will bear fully the UDO development restrictions for the proposed zoning districts; •Whether the subject property is generally unsuited for uses permitted in the present zoning district, with respect to size, configuration, topography, or location; •Whether the rezoning will result in the expansion of a zoning district, warranted by: •Comprehensive Planning; •The lack of developable land in the proposed zoning district; or the best interests of the community. •Whether the proposal demonstrates merit beyond the interests of an owner or owners of an individual parcel. •The specific policies and recommendations of the Comprehensive Plan and other City plans; •The purpose and intent of this UDO, or in the case of a map amendment, whether it meets the purpose and intent of the individual district; and •If applicable, the adequacy to buffer or transition between potentially incompatible districts. Page 95 of 423 7 Request for Ordinance Amendment (Text) Unified Development Ordinance and 2040 Comprehensive Plan |Commercial Districts Fences are permitted in residential districts: •Four (4) feet in the front setback •Maximum of six (6) feet in the side and rear setbacks. Business Mixed-Use and Industrial District properties are allowed: • A non-opaque fence of up to eight (8) feet in the front yard setback. •No fence is permitted in the clear view triangle to ensure safe access and sightlines to pedestrians and vehicles approaching right of way. •In other cities consideration: •Residential fences are typically permitted up to a maximum of four (4) feet in the front yard and six (6) feet for all other yards, and industrial districts range from six (6) feet to eight (8) feet. Most Cities do not consider fences in the Commercial districts. •Industrial fences are typically utilized to screen their outdoor storage or visitors to the property (security). These regulations are generally in line with the fencing allowances within the City of Brooklyn Center for its own residential and industrial district properties. •City Staff visited all properties in the C District, and properties with fences are generally located in the rear to screen from neighboring properties. These fences were installed prior to the city’s current fence regulations. City staff do see merit beyond the interests of any particular owner, in that, ornamental, non-opaque fencing can provide certain aesthetic improvements to a property while serving a more practical purpose and given the city’s past history in allowing for fencing to be installed on C1 and C2 district properties, there is precedent in continuing to allow for certain types of fencing. Page 96 of 423 8 Summary City staff held a public hearing with Planning Commission on July 9, 2026. •Two members of the public were online, and members of the public were in the audience; however, no one opted to speak. •The Applicant gave a brief reasoning as to why it was necessary for him to have a fence in the district, however expressed willingness to follow the ordinance were it to be approved. Summary of Commissioner comments and discussion items: •Commissioners acknowledged the Applicants statements and expressed that the ordinance would apply city-wide •City staff clarified City process and specifications around the affected fence on the Applicant’s property. If application request is approved, Applicant is aware the existing fence will need to be relocated out of the clear view triangle and height maximums maintained. •Planning Commission unanimously recommended (6-0) City Council approval of the request. Page 97 of 423 9 Requested Council Action Motion to approve a first reading regarding the adoption of an ordinance amending Section 35-5609 (Fences) of the City Code of Ordinances allowing fences within the C-Commerce (Service/Office) District, as contemplated under Planning Commission Application No. 2026-005, and set the second reading for August 10, 2026. Page 98 of 423 BR291\16\1108259.v1 ORDINANCE NO. _________ AN ORDINANCE AMENDING SECTION 35-5609 – FENCES OF THE CITY CODE OF ORDINANCES REGARDING FENCES IN THE COMMERCE SERVICE/OFFICE DISTRICT THE CITY COUNCIL OF THE CITY OF BROOKLYN CENTER DOES ORDAIN AS FOLLOWS: Section 1. Brooklyn Center City Code, Chapter 35, Section 35-5609 – FENCES is amended by adding the following double-underlined language: a. PERMIT REQUIRED. 1) A permit is required before any work may commence on the installation of any fence taller than 2 ½ feet. 2) Fences adjacent to public sidewalks/trails must be set back a minimum of two feet. b. FENCE STANDARDS. 1) Allowable heights in the residential districts A. Front yard. No fence shall exceed four (4) feet in height at the front property lines. B. No fence shall exceed six (6) feet in height at the side and rear property lines. 2) Allowable height in the C district A. Front yard. A non-opaque fence shall not exceed four (4) feet in height at the front property line. Fences located on the secondary corner or in any frontages abutting a street may not exceed 4 feet in height. B. No fence shall exceed six (6) feet in height in the side and rear property lines. 3) Allowable heights in MX-B and I districts. A. Front yard. A non-opaque fence shall not exceed eight (8) feet in height at the front property line. c. Clear view triangle, visual obstructions, and vehicle queuing. No fence shall encroach within the Clear View Triangle, as defined in Section 35-9000, unless otherwise permitted by the Zoning Administrator. Additionally, any proposed fence shall be set back a sufficient distance from sidewalks and rights-of-way to ensure adequate space, access and safety for pedestrians and adequate space for vehicles entering the property through a gate or other entry through the fence. Page 99 of 423 BR291\16\1108259.v1 Section 2. This ordinance shall be effective after adoption and thirty days following its legal publication. Adopted this day of _______ , 2026. __________________________________ Mayor ATTEST: _______________________________ City Clerk Date of Publication: Effective Date: Page 100 of 423 App. No. 2026-005 PC 07/09/2026 Page 1 Planning Commission Report Meeting Date: July 9, 2026 Application No. 2026-005 Applicant: Alan Milavetz of Milavetz Injury Law, P.A. (1915 57th Ave N. Brooklyn Center, MN) Request: Ordinance Amendment (Text) Map 1. Commerce (Service/Office) District Properties. REQUESTED ACTION Alan Milavetz of Milavetz Injury Law, P.A. (“the Applicant”) is requesting an ordinance (text) amendment to Chapter 35-5609 (Fences) of the Unified Development Ordinance (UDO) to allow for fences within the City’s C (Commerce – Service/Office) Zoning District, where the Applicant’s business is located at 1915 57th Avenue North. Fences are currently permitted within the City’s Residential, Business Mixed-Use (MX- B), and Industrial (I) Districts. Due to the nature of the request, a public hearing notice was published in the Brooklyn Center Sun Post on June 25, 2026 (Exhibit B). • Application Filed: 06/09/2026 • Review Period (60-day) Deadline: 08/08/2026 • Extension Declared: No • Extended Review Period Deadline: Page 101 of 423 App. No. 2026-005 PC 07/09/2026 Page 2 ORDINANCE AMENDMENT (TEXT) Background Per Section 35-71301 (Applicability), an amendment of the City’s Unified Development Ordinance may be initiated by the City Council, Planning Commission, or a City property owner. In this case, City staff were informed of a fence being installed without a permit and it was determined the fence would not be permitted in the district for which it was located. The Applicant has expressed a desire to have a fence due to the large amount of cut-through traffic on the property and was advised by City staff that a Planning Commission application would need to be submitted for review and consideration by the Planning Commission and City Council, or the fence removed. During initial discussions, City staff noted that the fence on the Applicant’s property is higher than is generally permitted in the front yards of residential district properties (maximum four feet in height) and higher fence heights in the front yards of MX-B and I District properties are generally reserved for the purposes of security and outdoor storage areas. Concerns were relayed regarding the optics of “gating off” commercially zoned properties, and the current fence is also located within the designated clear-view triangle, which is prohibited. The proposed text amendment considers maximum heights for fences within the C District and the clear view triangle. The Applicant’s building was constructed in 1966 and has a long history in the City. Recently, the owner has reported an increase in foot traffic from neighboring properties and decided to install a fence to discourage pedestrians from using their property as a shortcut along Lilac Drive North and 57th Avenue North. Unfortunately, the City’s Unified Development Ordinance does not consider fences in the C (Commerce – Service/Office) District because this district is service oriented, pedestrian traffic is generally encouraged, and visibility is a key component for business operations. The purpose of the C (Commerce – Service/Office) District is to, “support commerce activity in the form of retail sales, eating establishments, service/office uses, repair/service uses, medical and health uses, contract/construction office uses (no outdoor storage), educational uses, and other uses similar in nature, as determined by City Council.” Fences often discourage patrons from frequenting businesses as they can serve as an obstruction and can decrease visibility. There are 21 properties in the City that hold a C District zoning designation. Properties within this district include the HealthPartners Clinic (6845 Lee Avenue North), Casey’s Gas Station (2101 Freeway Boulevard), Christy’s Auto Service (5300 Dupont Avenue North), O’Reilly’s Auto and Family Dollar (2105 57th Avenue North), office buildings at 7240 Brooklyn Boulevard and 2800 Freeway Boulevard, and Metro Dentalcare (512 66th Avenue North). City staff have been in contact with the Applicant and their contractor since December 2025 to address the clear view triangle and the fence ordinance. The clear view triangle is defined in the Unified Development Ordinance under Section 35-9000 as a “triangular area that is formed where the curb or street intersect where objects shall not materially impede views between the heights of 2 ½ and 10 feet.” As the installed fence is approximately 61 inches in height, the Applicant was notified that any visual obstructions within this clear view triangle would need to be removed and that City staff could not support the installation of an obstruction within this defined area. City staff researched other cities’ fence regulations and most cities reviewed only mention fences in residential and industrial districts. Residential fences are typically permitted up to a maximum of four (4) feet in the front yard and six (6) feet for all other yards, and industrial districts range from six (6) feet to eight (8) feet. Industrial fences are typically utilized to screen their outdoor storage or visitors to the Page 102 of 423 App. No. 2026-005 PC 07/09/2026 Page 3 property (security). These regulations are generally in line with the fencing allowances within the City of Brooklyn Center for its own residential and industrial district properties. City Staff visited all properties in the C District, and those properties with fences are generally located in the rear to screen from neighboring properties. These fences were installed prior to the city’s current fence regulations, and it should be noted that there are separate provisions for those “fences” that act as screening against lesser intensity uses like single-family residential properties. City staff are providing visual examples of the installed fence at the Applicant property as well as a fence located at Casey’s Gas Station — refer to Images 1 and 2 below. Image 1. Installed Fence at Applicant Property (Milavetz Injury Law, P.A. at 1915 57th Avenue North) and Aerial View of Applicant Property Noting Area for Fence Height Reduction and Relocation from Clear View Triangle (in red). Page 103 of 423 App. No. 2026-005 PC 07/09/2026 Page 4 Image 2. Fence installed at Casey’s Gas Station (2101 Freeway Boulevard). City Staff are not opposed to the allowance of fencing so long as pedestrian and vehicle access is maintained. To ensure commercial properties remain generally inviting and provide clear visibility for building addressing and emergency access, City staff are proposing a maximum allowance of up to four (4) feet in height for the required front and secondary (corner) yards, and a maximum of six (6) feet in height for the side and rear yards for C (Commerce- Service/Office) District properties based on the overall compatibility with the rest of the ordinance and to preserve the intent of the code for the Commercial Districts to be pedestrian/customer friendly and have easy street visibility. Fences located in the C District would need to be non-opaque in nature. For additional clarification, the proposed ordinance amendment language below would provide additional clarification that a fence permit is required for installation of any fence taller than 2 ½ feet in height and all fences located adjacent to public sidewalks and/or trails are to be located a minimum of two (2) feet from the edge of said sidewalk or trail. As proposed, the following language would be modified under Section 35-5609 (Fences): ORDINANCE NO. AN ORDINANCE AMENDING SECTION 35-5609 – FENCES OF THE CITY CODE OF ORDINANCES REGARDING FENCES IN THE COMMERCE DISTRICT THE CITY COUNCIL OF THE CITY OF BROOKLYN CENTER DOES ORDAIN AS FOLLOWS: Article I. Brooklyn Center City Code, Chapter 35, Section 35-4103 Allowed Use Table is amended by adding the following double-underlined language: (Double -underlined language indicates new matter.) a. PERMIT REQUIRED. 1) A fence permit is required before any work may commence on the installation of any fence Page 104 of 423 App. No. 2026-005 PC 07/09/2026 Page 5 taller than 2 ½ feet. 2) Fences adjacent to public sidewalks/trails must be set back a minimum of two feet from the sidewalk/trail. b. FENCE STANDARDS. 1) Allowable heights in the residential districts. A. Front yard. No fence shall exceed four (4) feet in height at the front property lines. B. No fence shall exceed six (6) feet in height in the side and rear property lines. C. No fence shall encroach within the Clear View Triangle, unless otherwise permitted by the Zoning Administrator 2) Allowable heights in the C district. A. Front yard. A non-opaque fence shall not exceed four (4) feet in height at the front property line. Fences located on the secondary corner or in any frontages abutting a street may not exceed four (4) feet in height. B. No fence shall exceed six (6) feet in height in the side and rear property lines. 3) Allowable heights in MX-B and I districts. A. Front yard. A non-opaque fence shall not exceed eight (8) feet in height at the front property line. 4) Clear view triangle, visual obstructions, and vehicle queuing. No fence shall encroach within the Clear View Triangle, as defined in Section 35-9000, unless otherwise permitted by the Zoning Administrator. Additionally, any proposed fence shall be set back a sufficient distance from sidewalks and rights-of-way to ensure adequate space, access, and safety for pedestrians and adequate space for vehicles entering the property through a gate or other entry through the fence. In reviewing requests for ordinance amendments, certain amendment criteria shall be considered as outlined under Section 35-71304 (Amendment Criteria). The Planning Commission and City Council shall review the necessary submittal requirements, facts, circumstances of the proposed amendment, and make a recommendation and decision on the amendment based on, but not limited to, consideration of the following criteria and policies: a. Whether there is a clear and public need or benefit; b. Whether the proposed amendment is consistent with and compatible with surrounding land use classifications; c. Whether all permitted uses in the proposed zoning district can be contemplated for development of the subject property; d. Whether there have been substantial physical or zoning classification changes in the area since the subject property was zoned; e. Whether there is an evident, broad public purpose in the case of City-initiated rezoning proposals; f. Whether the subject property will bear fully the UDO development restrictions for the proposed zoning districts; Page 105 of 423 App. No. 2026-005 PC 07/09/2026 Page 6 g. Whether the subject property is generally unsuited for uses permitted in the present zoning district, with respect to size, configuration, topography, or location; h. Whether the rezoning will result in the expansion of a zoning district, warranted by: 1) Comprehensive Planning; 2) The lack of developable land in the proposed zoning district; or 3) The best interests of the community. i. Whether the proposal demonstrates merit beyond the interests of an owner or owners of an individual parcel. j. The specific policies and recommendations of the Comprehensive Plan and other City plans; k. The purpose and intent of this UDO, or in the case of a map amendment, whether it meets the purpose and intent of the individual district; and l. If applicable, the adequacy to buffer or transition between potentially incompatible districts. Unified Development Ordinance and 2040 Comprehensive Plan |Commercial Districts The current permit process was adopted in January 2023 with the update of the Unified Development Ordinance. Fences are permitted in residential districts in the front yard at four (4) feet in the front setback and a maximum of six (6) feet in the side and rear setbacks. Business Mixed-Use and Industrial District properties are allowed a non-opaque fence of up to eight (8) feet in the front yard setback. No fence is permitted in the clear view triangle to ensure safe access and sightlines to pedestrians and vehicles approaching right of way. Fences installed prior to the new permit process were often approved as part of the City’s screening requirements to shield incompatible uses, such as commercial uses from residential uses (e.g. parking lots and headlight illumination). Today, City staff requires verification of property boundaries before construction of any fence and still maintains screening requirements for developments. Today’s C District is a scaled back version of the City’s former C1 and C2 zoning districts, which were overwhelmingly retired in 2023 to accommodate the introduction of districts that offer mixed-uses (e.g. Neighborhood Mixed-Use, Commercial Mixed-Use, Transit-Oriented Development Districts). Today, the largest C Districts are located near Trunk Highway 252 and the Interstate 94/694 corridor, and Brooklyn Boulevard. While the requested ordinance amendment is being requested by a particular property owner, City staff do see merit beyond the interests of any particular owner or owners of an individual parcel in that ornamental, non-opaque fencing can provide certain aesthetic improvements to a property while serving a more practical purpose and given the city’s past history in allowing for fencing to be installed on C1 and C2 district properties (now, in part, the C District), there is precedent in continuing to allow for certain types of fencing, if desired, so long as it remains true to the intent and purpose of the district and complementary to adjacent uses. RECOMMENDATION Based on the above noted findings, and in response to Section 35-71304 (Amendment Criteria) of the City Code, City staff recommends the Planning Commission recommend City Council approval of Planning Commission Application No. 2026-005, which would amend Section 35-5609 (Fences) of the City Code of Ordinances regarding the regulation of fences in the C (Commerce- Service/Office) zoning district. Any subsequent approval by City Council for the above-requested amendment to Chapter 35 (Unified Page 106 of 423 App. No. 2026-005 PC 07/09/2026 Page 7 Development Ordinance) shall require that any applicant, including the Applicant for Planning Commission Application No. 2026-005, submit a separate application for review and approval of a fence. In the case of the Applicant property, if the existing fence is to remain and the ordinance is amended per the recommended language, it will require alterations to relocate the fence out of the designated clear view triangle and conform to maximum height requirements. Attachments Exhibit A- Planning Application No. 2026-005 narrative, prepared by Alan Milavetz of Milavetz Injury Law, P.A. Exhibit B- Public Hearing Notice, published in the Brooklyn Center Sun Post, and dated June 25, 2026. Page 107 of 423 Application for a Text Amendment for fence in Commercial district. June 8, 2026 Submitted by: Alan Milavetz 1915 57th Ave North Brooklyn Center, MN 55430 (Criteria presented by Krystin Eldridge and Ginny McIntosh) a.The proposed amendment is consistent with and compatible with surrounding land use classifications. The fence does not alter the fundamental use of the land; rather, it functions as a standard, auxiliary structure that harmonizes with the existing neighborhood fabric. Fences are a ubiquitous and expected element in this zoning district and surrounding classifications and are present on many of the commercial properties in the immediate vicinity as do the properties behind the law firm. Instead of disrupting the area, the proposed design acts as a visual and physical buffer that clearly defines property boundaries, thereby reinforcing the established orderly development pattern of the neighborhood and clearly directing pedestrians toward the sidewalk on 57th rather than through a parking lot where the existence of pedestrians may not be predictable or visible to drivers. b.There have been no substantial amendment changes in the area since the subject property was zoned; Because the surrounding neighborhood has maintained a stable zoning trajectory since the subject property was originally zoned, this amendment is not a reactionary measure to runaway development, but a targeted update to fix a localized oversight. Approving this amendment will not trigger a domino effect or disrupt a rapidly changing area. It represents a minor, static adjustment intended to bring this specific parcel into alignment with a long-standing, stable neighborhood environment. c.The subject property will bear fully the zoning restrictions for the proposed amendments; The landowner is seeking localized relief for their specific parcel and is fully prepared to absorb any and all development restrictions, maintenance obligations, and compliance costs associated with the amendment. This request places zero Exhibit A Page 108 of 423 operational, financial, or regulatory burdens on adjacent properties or the city. The impact is entirely internalized within the subject property's boundaries, ensuring that neighboring landowners experience only the benefits of the new buffer, without any of the restrictions. d. The current language for the property is unsuitable for uses permitted in the present zoning district, with respect to size, configuration, topography or location; The current, strict zoning language fails to account for the unique physical realities—such as the specific size, configuration, topography, or location—of this particular parcel, effectively rendering the permitted use of the land impractical without a fence. The law firm building does not fit squarely into the definition of a commercial property such as the Brookdale development and is more in the nature of a small neighborhood office in a residential neighborhood. Due to the Law firm property being located between a neighborhood and a bus stop, there is a high volume of pedestrian traffic that walks through the law firm parking lot, presenting: 1. a hazard to all pedestrians walking though the lot early in the morning and late in the afternoon in low light conditions; 2. A hazard to employees and customers, some with disabling injuries who back out of parking spots where it would not be expected to encounter pedestrians. Non-residents walk through the lot, frequently have used it as a place to sleep, rest, use drugs, discard garbage from purchases at nearby stores and socialize which interferes with the law firm employees and its customers use and enjoyment of the premises in a safe manner. The standard rules create undue hardship. Updating the language allows the landowner to reasonably utilize and secure their property in a way that standard configurations allow by default on more conventional lots. The existence of a fence clearly signals that the law firm lot is not a place for people to use the lot as they wish. It is a different situation than the large surface lots at the Brookdale development. e. The proposal demonstrates merit beyond the interests of the owner or owner of the parcel; While the fence provides privacy and security for the owner, it simultaneously delivers distinct civic benefits to the city and the immediate community. 1. Public Safety: It prevents accidental trespassing, secures potential hazards, and clearly separates private land from public rights-of-way or adjacent properties. Page 109 of 423 2.Aesthetics and Value: A well-designed fence improves the city's overall visual streetscape and protects local property values by ensuring the parcel looks maintained and orderly. It is also consistent, if not of better quality and appearance to other existing fences in the immediate area. 3.Nuisance Mitigation: It acts as a barrier, reducing the ability of snowplows to pile snow on the property line between the law firm and the Dollar Store property. Historically the snowplows pile snow on the entire length of the subject property line creating a visual barrier for drivers approaching 57th St. The fence stops plows from depositing snow which is piled well over four feet in height. The fence between properties fosters better neighbor relations and reduces disputes where snow can be placed. The fence prevents snowplows from piling snow onto the city required plants along the fence line, which have needed to be replaced on several occasions. f.The language meets the purpose and intent of the zoning district. The underlying intent of this zoning district is to promote safe, orderly, and compatible land utilization. The proposed fence amendment directly advances these exact municipal goals. Rather than circumventing local policy, the amendment fulfills the spirit of the zoning code by enhancing property safety, defining land use clear-cut boundaries, and encouraging the aesthetic upkeep of the district. It implements the city’s high- level vision at a practical, parcel-specific level. Page 110 of 423 CITY OF BROOKLYN CENTER NOTICE OF PUBLIC HEARING Details for CITY OF BROOKLYN CENTER NOTICE OF PUBLIC HEARING Jun 25, 2026 CITY OF BROOKLYN CENTER NOTICE OF PUBLIC HEARING TO WHOM IT MAY CONCERN: Please take notice that the Planning Commission of the City of Brooklyn Center will hold an in-person public hearing on Thursday, July 9, 2026 at approximately 7:00 p.m. to hear from the public, discuss, and make a recommendation upon amendments to Chapter 35 of the City Code of Ordinances Section 35-5609 (Fences) to include provisions for fences in the C (Commerce - Service/Office) District. Meeting materials can be accessed by visiting the City of Brooklyn Center's website at: https://www.brooklyncentermn.gov/ . A definite time for this application to be considered cannot be given as it will depend on the progression of the agenda items. Comments and questions may be forwarded to gmcintosh@brooklyncentermn.gov up until 4:30 pm on the day of the meeting, or by contacting Ginny McIntosh at (763) 569-3319. Your comments will be included in the record and addressed as part of the meeting. Alternatively, you may participate in the Planning Commission meeting via Webex at: logis.webex.com Meeting Number (Access Code): 2861 890 8735 Password: BCPC07092026 By Phone: 1 (312) 535-8110 (Enter Access Code) Auxiliary aids for persons with disabilities are available upon request at least 96 hours in advance. Please contact the City Clerk at (763) 569-3300 to make arrangements. Respectfully, Ginny McIntosh Interim Deputy Community Development Director and Planning Manager Published in the Sun Post June 25, 2026 1543533 Save Share 7/9/26, 3:04 PM CITY OF BROOKLYN CENTER NOTICE OF PUBLIC HEARING | Notice Of Public Hearing | hometownsource.com https://www.hometownsource.com/classifieds/sun_post/community/announcements/legal/notice_of_public_hearing/city-of-brooklyn-center-notice-of-pu…1/2 Exhibit B Page 111 of 423 Council Regular Meeting DATE: 7/27/2026 TO: City Council FROM: Ginny McIntosh, Planning Manager THROUGH: Daren Nyquist, Interim City Manager BY: Ginny McIntosh, Planning Manager SUBJECT: Planning Commission Application No. 2026-006 for a Major Amendment to the Planned Unit Development and Approval of a Site and Building Plan for 6500 Camden Avenue North (Jambo Africa) Requested Council Action: - Motion to approve Planning Commission Application No. 2026-006 for approval of a major amendment to the Planned Unit Development and site and building plan for construction of an approximately 5,720-square foot restaurant, bar, and event facility with an indoor/outdoor patio at the Subject Property located at 6500 Camden Avenue North, based on the findings of fact and submitted application, and as amended by the conditions of approval in the resolution. Background: AWC Holdings LLC (“the Applicant”) is requesting review and consideration of a proposal that would relocate Jambo Africa from its existing location at 1601 Freeway Boulevard and construct a new, approximately 5,720-square foot restaurant, bar, and event facility with an indoor/outdoor patio at 6500 Camden Avenue North (“the Subject Property”). The Subject Property is currently owned by the City’s Economic Development Authority and will require site and building plan approval as well as an amendment to the existing Planned Unit Development due to the proposed use and a request for certain flexibilities, including a variance to the minimum 40-foot rear setback fronting along Trunk Highway 252 and determination of fiber cement as a Class I building material. A public hearing notice for the requests was published in the Brooklyn Center Sun Post on June 25, 2026. The Subject Property is located at 6500 Camden Avenue North and is owned by the Economic Development Authority of Brooklyn Center. The property is situated just north of TopGolf, which is located at 6420 Camden Avenue North. Applicant AWC Holdings LLC originally entered into a Purchase and Development Agreement with the Economic Development Authority of Brooklyn Center (“Property Owner”) for the Subject Property on November 25, 2024 (EDA Resolution No. 2024-03). The EDA approved an amended and restated Purchase and Development Agreement at their meeting on June 22, 2026, under EDA Resolution No. 2026-06. This granted the Applicant additional time to work through the Planning Commission process, and, assuming approval, their ability to move to closing and construction. Page 112 of 423 In order to forward the proposed development as contemplated under Planning Commission Application No. 2026-006, City staff, in communication with the City Attorney, noted that an amendment to the Planned Unit Development would be required. This is to address the following requests: 1. Elimination of Subject Property’s interim use as a Metro Transit Park and Ride lot; 2. Allowance of the proposed restaurant, bar, and event center use within the Planned Unit Development, which would be classified as, “recreation and amusement places such as motion picture theaters and legitimate theater; sports arenas, bowling alleys, skating rinks, and gymnasiums, all provided they do not abut an R1, R2, or R3 district, including an abutment at a street line” in the underlying C2 (Commerce) District; 3. Request for flexibility (variance) to the minimum 40-foot rear setback fronting along Trunk Highway 252 to 35.6 feet due to constraints on the Subject Property, including sizeable 20-foot and 30-foot Drainage and Utility Easements running through the center of the Subject Property, which limits the buildable area for any development (refer to Image 2 below); and 4. Determination that the proposed Equitone fiber cement product on the building’s exterior be classified as a Class I building material, rather than a Class II building material. A public hearing was held for Planning Commission Application No. 2026-006 at the July 9, 2026 Planning Commission meeting. While no comments were provided to City staff in advance of or at the meeting, members of the public were present in the audience and online, and representation of the Applicant spoke in support of the project. The Planning Commission entered into a dialogue with the Applicant and their development team and covered a number of items, including: • Plans for the existing Jambo Africa location • Snow removal • Parking calculations and available parking, as well as the functionality of the new space and proposed programming of events • Complementariness with adjacent TopGolf (e.g. customer base, hours of operation) • Exterior building materials and request for consideration of the Equitone fiber cement product as a Class I material Ultimately, the Planning Commission unanimously (6-0) recommended City Council approval of PC Application No. 2026-006. A copy of the Planning Commission report and exhibits, PowerPoint presentation, and Page 113 of 423 City Council resolution are included for City Council review and consideration. Budget Issues: The Subject Property located at 6500 Camden Avenue North is currently owned by the City's Economic Development Authority. Applicant AWC Holdings LLC originally entered into a Purchase and Development Agreement with the Economic Development Authority of Brooklyn Center on November 25, 2024 (EDA Resolution No. 2024-03). The Economic Development Authority approved an amended and restated Purchase and Development Agreement at the EDA meeting on June 22, 2026, under EDA Resolution No. 2026-06. In order to forward the project and comply with the provisions as outlined in the amended and restated Purchase and Development Agreement, the Applicant would need to meet the Conditions of Conveyance under Section 3.3 of the Agreement, including closing on the Subject Property no later than October 1, 2026. The Subject Property was originally purchased by the EDA in the amount of $685,000 as an eligible TIF 3 Pooled Expenditure and would be sold to the Applicant for $500,000. Inclusive Community Engagement: Antiracist/Equity Policy Effect: Strategic Priorities and Values: ATTACHMENTS: 1. PowerPoint Presentation — Planning Commission Application No. 2026-006 2. City Council Resolution — Planning Commission Application No. 2026-006 3. Staff Report with Exhibits — Planning Commission Application No. 2026-006 Page 114 of 423 City Council Meeting| July 27, 2026 Ginny McIntosh, Interim Deputy Community Development Director and Planning Manager REQUESTS: AWC Holdings LLC (Jambo Africa) Major Site and Building Plan Major Planned Unit Development Amendments Page 115 of 423 2 Requested Action AWC Holdings LLC (“the Applicant”) is requesting review and consideration of a proposal that would relocate Jambo Africa from its existing location at 1601 Freeway Boulevard and construct a new, approximately 5,720-square foot restaurant, bar, and event facility with an indoor/outdoor patio at 6500 Camden Avenue North (“the Subject Property”). The Subject Property is currently owned by the City’s Economic Development Authority and will require site and building plan approval as well as an amendment to the existing Planned Unit Development due to the proposed use and a request for certain flexibilities, including a variance to the minimum 40-foot rear setback fronting along Trunk Highway 252 and determination of fiber cement as a Class I building material. •Subject Property (Acres): 1.62 •Zoning District: Planned Unit Development/Commerce (PUD/C2) •2040 Comprehensive Plan Future Land Use Designation: Commercial (C) Page 116 of 423 3Page 117 of 423 4 Background •Subject Property is located at 6500 Camden Avenue North and is owned by the Economic Development Authority of Brooklyn Center. The property is situated just north of TopGolf, which is located at 6420 Camden Avenue North. •Applicant AWC Holdings LLC originally entered into a Purchase and Development Agreement with the Economic Development Authority of Brooklyn Center (“Property Owner”) for the Subject Property on November 25, 2024 (EDA Resolution No. 2024-03). •The EDA approved an amended and restated Purchase and Development Agreement at their meeting on June 22, 2026, under EDA Resolution No. 2026-06. This granted the Applicant additional time to work through the Planning Commission process, and, assuming approval, their ability to move to closing and construction. Page 118 of 423 Planned Unit Development Amendment •Chapter 35 of the City Code provides that those PUDs in place prior to the adoption of the City’s current UDO (January 2023), and in accordance with prior zoning regulations, shall remain in effect and subject to any and all agreements, conditions, and standards applicable to the PUD. Amendments shall be processed in accordance with the procedures identified for PUDs in the UDO. •Section 35-8304 (PUD Criteria) of the City’s Unified Development Ordinance notes that the City Council shall base its decision to approve a Planned Unit Development on the following additional criteria: a. Compatibility of the development plan with the standards, purposes and intent of this Section; b. Consistency of the development plan with the goals and policies of the Comprehensive Plan; c. The impact of the development plan on the neighborhood in which it is to be located; and d.The adequacy of internal site organization, uses, densities, circulation, parking facilities, public facilities, recreational areas, open spaces, and buffering and landscaping. •Section 35-8306 (PUD Amendments) outlines that a major amendment is triggered when there is the introduction of new uses not included in the PUD approval. Additionally, documentation on file requires site and building plan approval from City Council for the Subject Property. 5Page 119 of 423 Planned Unit Development Amendment •A PUD was established originally in July 1998 for the Regal Theatres development, which was originally located in proximity to the Subject Property on what is now TopGolf, and the Subject Property served as a parking lot. •In order to facilitate redevelopment of the neighboring property at 6420 Camden Avenue North for TopGolf, the City of Brooklyn Center acquired MnDOT excess lands to allow for the extension of Camden Avenue North and construction of a cul-de-sac. •In exchange, TopGolf platted and conveyed what is now the Subject Property to the Economic Development Authority of Brooklyn Center as part of a recorded Land Exchange Agreement and as referenced under City Council Resolution No. 2017-08. •In July 2017, the Planned Unit Development was amended as part of the approval of the TopGolf development. This agreement identified the TopGolf property and Subject Property in this agreement, with the properties identified for a commercial recreational/entertainment use and a commercial lot with an interim use as a park and ride site. 6Page 120 of 423 Planned Unit Development Amendment •The TopGolf property and Subject Property are both subject to certain use restrictions under the recorded Planned Unit Development. •The Subject Property is subject to the following limitations under the existing PUD Agreement: •The EDA Property may be used for the interim use as a park and ride; •Except as otherwise permitted herein, the uses of the Subject Properties shall conform to the zoning regulations of the City of Brooklyn Center applicable to C-2 Districts; •Any additional buildings or structures on the Subject Properties will require site plan approval by the City Council. 7Page 121 of 423 Planned Unit Development Amendment Requested Flexibilities City staff, in communication with the City Attorney, noted that an amendment to the Planned Unit Development would be required. This is to address the following: •Elimination of Subject Property’s interim use as a Metro Transit Park and Ride lot; •Allowance of the proposed restaurant, bar, and event center use within the Planned Unit Development, which would be classified as, “recreation and amusement places such as motion picture theaters and legitimate theater; sports arenas, bowling alleys, skating rinks, and gymnasiums, all provided they do not abut an R1, R2, or R3 district, including an abutment at a street line” in the underlying C2 (Commerce) District; •Request for flexibility (variance) to the minimum 40-foot rear setback fronting along Trunk Highway 252 to 35.6 feet due to constraints on the Subject Property, including sizeable 20-foot and 30-foot Drainage and Utility Easements running through the center of the Subject Property, which limits the buildable area for any development (refer to Image 2 below); and •Determination that the proposed Equitone fiber cement product on the building’s exterior be classified as a Class I building material, rather than a Class II building material. 8Page 122 of 423 Planned Unit Development Amendment 9Page 123 of 423 10 Site and Building Plan •Section 35-7600 (Site & Building Plan Approval) of the City’s Unified Development Ordinance provides that site and building plan approvals are required in order to construct or erect a new building or add on to an existing building that would result in an increase in gross floor area of all buildings on the lot by more than ten percent. •As this is a vacant property, there is a 100% change. •Recorded PUD Agreement outlines that any additions or new structures require site plan approval from City Council. •Section 35-7604 (Site and Building Plan Approval Criteria) requires site and building plan applications to meet the following criteria: •It fully complies with all applicable requirements of this UDO; •It adequately protects residential uses from the potential adverse effects of a non-residential use; •It is consistent with the use and character of surrounding properties; and •It provides safe conditions for pedestrians or motorists and prevents the dangerous arrangement of pedestrian and vehicular ways . Page 124 of 423 11 Site and Building Plan •Proposed development meets all minimum setback requirements with exception of rear setback (requested variance/flexibility under PUD). Page 125 of 423 12 Site and Building Plan •Constructed on one-level, with a large, approximately 1,645 square foot dancing and dining area with additional “lounge” style dining areas located along the perimeter, and a private, approximately 380-square foot dining area. •An approximately 520-square foot bar would be located at the north end of the dancing and dining area and back up to a large commercial kitchen. An indoor/outdoor patio would be located at the east end of the building, fronting along Trunk Highway 252. •As proposed, the new restaurant, bar, and event facility would be closed on Mondays, operate Tuesdays from 11 a.m. to 1:30 a.m., and Wednesdays through Saturdays from 11 a.m. to 2 a.m. The business would be open from 5 p.m. to 2 a.m. on Sundays. Page 126 of 423 13 Site and Building Plan As proposed, the building would be constructed with a mix of fiber cement panel, stucco, glass, stone, and metal panel. Page 127 of 423 14 Site and Building Plan •City’s preceding architectural guidelines require at least all four sides of a building to have at least four sides with at least 50% Class I and remaining 50% Class II materials. •The Applicant has requested Class I consideration of the fiber cement product (Equitone) rather than a Class II building material. Copies of the manufacturer’s 20-year material warranty and a list of Equitone fiber cement projects by state were included as part of Exhibit A to note the product’s wide adoption across states. Page 128 of 423 15 Site and Building Plan Traffic | Access | Circulation | Connection •Access to the Subject Property is gained from a full access curb cut off Camden Avenue North and located on the neighboring TopGolf property and via an access easement on neighboring property. •Declaration of Easements with Covenants and Restrictions does not grant any reciprocal/cross-parking easements. Page 129 of 423 16 Site and Building Plan Traffic | Access | Circulation | Connection •City staff reviewed the Applicant’s parking justification and conducted their own parking calculations assuming alternative scenarios for the dining booth, bar, dance floor, patio, and private dining areas assuming 100% occupancy (occupant load), 50% occupancy, or the potential for 0% occupancy depending on how the spaces are programmed . Page 130 of 423 17 Site and Building Plan Traffic | Access | Circulation | Connection •Revised assumptions for dining/dancing area from 5 SF to 7 SF for assembly occupancy would adjust parking requirements from 148 to 117 parking spaces. •Proposal provides for 158 parking spaces; however, 6 may require removal to meet minimum Fire Code requirements for fire apparatus access roads. •152 revised parking spaces Page 131 of 423 18 Site and Building Plan Lighting •Applicant will need to submit revised photometric plan as it does not provide detailing necessary to determine whether code provisions are met. •Revised lighting schedule also to be submitted with site and wall lighting, proposed mounting heights, etc. Page 132 of 423 19 Site and Building Plan Landscaping •City staff provided Applicant with copy of Landscape Point System Policy worksheet given existing landscaping in place from former Regal Theatres development, as well as current provisions under Section 35-5600. •Tree Preservation Plan, Landscape Plan, and Landscape Plan Notes and Details provided along with visual aid (Plant Palette). •Recorded documentation has certain restrictions on landscaping within the identified (front) setback area. •Provision of trees within parking median areas. •Majority of landscaping reserved for eastern portion of Subject Property, with majority of plantings designated as “native.” Page 133 of 423 20 Site and Building Plan Signage •No specific signage requests were made as part of the Application submittal. Any new signage would be required to comply with the provisions outlined for signage under the City’s former Sign Code (Chapter 34), which outlines provisions with an underlying C2 (Commerce) District zoning designation. •Declaration of Easements with Covenants and Restrictions identifies a sign easement area for use by the adjacent property, TopGolf. Page 134 of 423 21 Engineering Review •Assistant City Engineer, Touyia Lee, conducted an initial review of the submitted site plan and documentation and provided a memorandum dated July 7, 2026 — Exhibit C. •Requests were made for both MnDOT and Metro Transit to review the proposal given the Subject Property’s adjacency to Trunk Highway 252 and the Economic Development Authority of Brooklyn Center’s relationship with Metro Transit in using the Subject Property as an interim use Park and Ride location. •In reviewing past lease agreements between the Metropolitan Council and the Economic Development Authority of Brooklyn Center, the lease agreements were entered into under one-year increments with the ability for either party to terminate the lease at any time and for any reason by providing the other party with 30 days’ written notice. •The agreements on file further indicate the provision of a permanent easement for a pedestrian connection that was originally constructed in 2008 between the Park and Ride location and the Metro Transit Bus Stop located along Trunk Highway 252. This walkway was to be maintained by the Metropolitan Council. •Additional comments provided are with respect to the provision of a Construction Management Plan, easement agreements for any private utilities and storm drainage areas, and the provision of as-builts upon project completion. Page 135 of 423 22 Building Official Review •Building Official Dan Grinsteinner conducted a cursory review of the proposal in a memorandum dated July 2, 2026 —Exhibit D. •Following discussion with the Deputy Fire Marshal, the six (6) staff parking spaces located along the north side of the building will either require removal or alteration to accommodate a minimum 20-foot fire apparatus access road per Minnesota Fire Code provisions. •Fire sprinkler installation •Met Council SAC determination and City WAC/SAC •Hennepin County Health Department approvals Page 136 of 423 23 Summary •A public hearing notice was published in the Brooklyn Center Sun Post on June 25, 2026 and notices mailed to surrounding properties located within 350 feet. Public hearing notice was published on the City website as well. No comments provided in advance of or at meeting. •Public hearing was held at the Planning Commission meeting on July 9, 2026. Representation of the Applicant were present and spoke with Commissioners. Discussion around: •Plans for existing Jambo Africa location (1601 Freeway Boulevard) •Snow removal •Parking calculations and available parking / functionality of space and events •Exterior building materials Planning Commission unanimously (6-0) recommended City Council approval of PC Application No. 2026-006. Page 137 of 423 24 Requested Council Action Motion to approve Planning Commission Application No. 2026- 006 for approval of a major amendment to the Planned Unit Development and site and building plan for construction of an approximately 5,720-square foot restaurant, bar, and event facility with an indoor/outdoor patio at the Subject Property located at 6500 Camden Avenue North, based on the findings of fact and submitted application, and as amended by the conditions of approval in the resolution. Page 138 of 423 Member introduced the following resolution and moved its adoption: RESOLUTION NO. RESOLUTION REGARDING THE RECOMMENDED APPROVAL OF PLANNING COMMISSION APPLICATION NO. 2026-06, SUBMITTED BY AWC HOLDINGS LLC, FOR MAJOR AMENDMENTS TO THE PLANNED UNIT DEVELOPMENT AND A SITE AND BUILDING PLAN FOR AN APPROXIMATELY 5,720-SQUARE FOOT RESTAURANT, BAR, AND EVENT CENTER FACILITY WITH AN INDOOR/OUTDOOR PATIO (6500 CAMDEN AVENUE NORTH) WHEREAS, on July 27, 1998, the City Council of Brooklyn Center adopted Resolution No. 98-133, which approved and accepted the Regal Road Development Addition Planned Unit Development (PUD) of 1998, which comprehended rezoning approval of a 16.76 acre area of land bounded on the north by 66th Avenue North, Trunk Highway 252 on the east, Interstate 694 on the south, and Camden Avenue North on the west, from C-2 (Commerce) District to PUD/C2 (Planned Unit Development/Commerce) District; and WHEREAS, City Council approved Planning Commission Application No. 98- 19, which contemplated the First Amendment to the approved Regal Road Development Addition Planned Unit Development, which included an alternate storm water management system including a ponding area and a reduction in the lot size of Pad Site No. 3 from 2.02 acres to 0.96 acres, in the event the original designed storm systems were not accepted by the local watershed; and WHEREAS, on February 27, 2006, the City Council adopted Resolution No. 2006-25, approving a PUD amendment and site plan approval to allow for the construction of a 10,000-square foot multi-tenant building at the property commonly addressed as 615 66th Avenue North; and WHEREAS, on November 9, 2015, the City Council approved a PUD amendment under Planning Commission Application Nos. 2015-009 and 2015-010 for a four- story, 80-000-square foot commercial self-storage facility; however, the PUD agreement was not revised or amended when the developer decided to not proceed with the project; and WHEREAS, on June 26, 2017, the City Council approved the third amendment to the Regal Road Development Addition Planned Unit Development of 1998 under Planning Commission Application No. 2017-003, by allowing certain changes to the approved PUD for this development area; and WHEREAS, Planning Commission Application No. 2017-003 further allowed for a specific commercial use not identified under City Zoning Code Section 35-322, C2 (Commerce) District standards under the regional Regal Road Development Addition PUD, to Page 139 of 423 RESOLUTION NO. facilitate the redevelopment of two pad sites for the TopGolf commercial recreational/entertainment use consisting of an approximately 65,000-square foot, three-level facility with 102 hitting bays, a 50-table restaurant and lounge, a 3,000-square foot roof terrace, a 3,000-square foot event area, and a 200-yard driving range with 11 outfield targets under City Council Resolution Nos. 2017-100 and 2017-102; and WHEREAS, said approvals allowed the consolidation of two pad sites into a new plat to create a lot for the TopGolf facility and an approximately 1.62-acre commercial lot, commonly known as the Subject Property and addressed as 6500 Camden Avenue North, for interim use as a park and ride; and WHEREAS, a Planned Unit Development Agreement and Declaration of Easements with Covenants and Restrictions were recorded with Hennepin County on October 17, 2017, memorializing certain restrictions and flexibilities for those properties contained within the established Planned Unit Development; and WHEREAS, the Subject Property is identified and future guided in the 2040 Comprehensive Plan as C (“Commercial”), and zoned Planned Unit Development/Commercial (PUD/C2) District; and WHEREAS, Planning Commission Application No. 2026-006 proposes major amendments to the 1998 Planned Unit Development and approval of a new site and building plan that would develop the approximately 1.62-acre Subject Property located at 6500 Camden Avenue North to an approximately 5,720-square foot restaurant, bar, and event center facility with an indoor/outdoor patio; and WHEREAS, major amendments were necessitated following review of Chapter 35 of the City Code of Ordinances and specifically Sections 35-7600 (Site and Building Plan Approval), which requires a major amendment in cases when there is a “25 percent or greater change in floor area in any one (1) structure” is requested, and 35-8300 (Planned Unit Developments), which requires a major amendment in cases where there is the “introduction of new uses not included in the PUD approval,” or a “ten (10) percent or greater change in floor area in any one (1) structure” is requested; and WHEREAS, major amendments require an applicant to go through the City approval process, including consideration by the Planning Commission and City Council; and WHEREAS, the Planning Commission held a duly called public hearing on July 9, 2026, whereby a staff report on the requested major amendments to the Planned Unit Development and site and building plan were received and considered by the Planning Commission, and the Planning Commission gave proper review and consideration of these requests; and Page 140 of 423 RESOLUTION NO. WHEREAS, on July 27, 2026, the City Council of Brooklyn Center, Minnesota considered the application requests in light of all testimony received, and the guidelines and standards as outlined within Sections 35-2103.e (Existing Planned Unit Developments), 35-8306 (PUD Amendments), and 35-8304 (PUD Criteria), the City’s 2040 Comprehensive Plan, as well as all relevant documentation associated with the Subject Property; and WHEREAS, Section 35-8304 provides that the City Council shall base its decision to approve a major amendment to a Planned Unit Development upon certain criteria and the Council finds that: a. The development plans to construct a new restaurant, bar, and event center facility with an indoor/outdoor patio are generally compatible with the standards, purposes, and intent of this section, and the filed Planned Unit Development Agreement identifies the Subject Property and neighboring TopGolf property for a commercial lot and commercial recreational/entertainment use; b. The development plans are generally consistent with the goals and policies of the City’s 2040 Comprehensive Plan; c. The impact of the development plan on the neighborhood in which it is to be located will be limited to those properties and uses located along Camden Avenue North and 66th Avenue North, and the proposed building is proposed for construction along the east side of the Subject Property, near Trunk Highway 252, which is the farthest location from the multi-family residential property located along Camden Avenue North; d. The internal site organization, circulation, and parking are adequate to accommodate the proposed restaurant, bar, and event center facility on the Subject Property; and WHEREAS, Section 35-7604 provides that the City Council shall base its decision to approve a site and building plan upon certain criteria and the Council finds that: a. The development plans fully comply with all applicable requirements of this UDO with exception of those flexibilities identified in the submitted application, including requests for a variance to the rear yard setback given the presence of major drainage and utility easements running through the center of the Subject Property, and consideration for interpretation of fiber cement panel as a Class I exterior building material, rather than a Class II exterior building material; b. The development plans adequately protect residential uses from the potential adverse effects of a non-residential use in that the development is proposed along the eastern half of the Subject Property; c. The development plans are consistent with the use and character of surrounding properties as all surrounding uses, with exception of the multi- family residential use to the west, are commercial in nature; and Page 141 of 423 RESOLUTION NO. d. The development plans will not negatively impact the conditions of the Subject Property in such a way as to create dangerous arrangements for pedestrians and motorists. NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Brooklyn Center, Minnesota, to recommend Planning Commission Application No. 2026-006, submitted by AWC Holdings LLC, which proposes development of the Subject Property located at 6500 Camden Avenue North to an approximately 5,720-square foot restaurant, bar, and event center facility with an indoor/outdoor patio, be approved subject to the following conditions: 1. Any major changes or modifications made to this Site and Building Plan, and as outlined within the City Code, can only be made by an amendment to the approved Site and Building Plan as approved by the City Council. a. The Applicant shall revise the north staff parking area to either remove or alter parking to accommodate a minimum 20-foot fire apparatus access road per Minnesota Fire Code. b. The Applicant shall revise the provided photometric plan to meet City lighting provisions under Section 35-5400 (Exterior Lighting) and provide revised fixture specifications for all new site and wall lighting. 2. Unless amended otherwise or under separate agreement, all existing provisions, standards, and variations provided under the recorded Planned Unit Development Agreement dated October 16, 2017, shall remain in effect. 3. The Applicant and City staff shall coordinate with the City Attorney to amend the recorded Planned Unit Development and any amendments to the Declaration of Easements with Covenants and Restrictions or other documentation to address the following flexibilities and provisions: a. Elimination of Subject Property’s interim use as a Metro Transit Park and Ride lot; b. Allowance of the proposed restaurant, bar, and event center use within the Planned Unit Development, which would be classified as, “recreation and amusement places such as motion picture theaters and legitimate theater; sports arenas, bowling alleys, skating rinks, and gymnasiums, all provided they do not abut an R1, R2, or R3 district, including an abutment at a street line” in the underlying C2 (Commerce) District; c. Request for flexibility (variance) to the minimum 40-foot rear setback fronting along Trunk Highway 252 to 35.6 feet due to constraints on the Subject Property, including 20-foot and 30-foot Drainage and Utility Easements running through the center of the Subject Property, which limits the buildable area for any development; and d. Determination that the proposed Equitone fiber cement product on the building’s exterior be classified as a Class I building material, rather than a Class II building material. 4. Coordination with the Economic Development Authority of Brooklyn Center to Page 142 of 423 RESOLUTION NO. work through a formal written termination of the Metro Transit Park and Ride lot on the Subject Property and any required vacation of the existing ADA walkway (permanent easement), which provides a direct link through the Subject Property to a bus stop located off Trunk Highway 252. 5. The building plans are subject to review and approval by the Building Official with respect to applicable codes prior to the issuance of permits, and with respect to the cursory review comments provided in the Building Official’s memorandum dated July 2, 2026. 6. A SAC Determination shall be submitted by the Applicant to the Metropolitan Council and any associated fees paid at time of any permit issuance for the proposed development. 7. Application to and approval from the Hennepin County Health Department for the intended restaurant, bar, and event center facility use. 8. A Performance Agreement with supporting financial guarantee approved by the City shall be executed upon any approval of the to-be submitted building permit for site improvements, which ensures the Subject Property will be constructed, developed, and maintained in conformance with the provided plans, specifications, and standards. 9. Any outside trash disposal facilities and rooftop or ground mechanical equipment shall be appropriately screened from view per City Code requirements and a detail sheet provided. 10. The Applicant agrees to comply with all conditions or provisions noted in the Assistant City Engineer’s review memorandum, originally dated July 7, 2026. a. The Applicant shall coordinate with City staff for the dedication or vacation of any drainage and utility easements. 11. Application and issuance of a City liquor license. 12. Application and approval of a City live entertainment license. 13. The Applicant shall submit a Sign Permit Application for any proposed signage (e.g., wall, freestanding) and receive issuance of a permit prior to any installation. All signage shall conform to City requirements. Page 143 of 423 RESOLUTION NO. July 27, 2026 Date Mayor ATTEST: City Clerk The motion for the adoption of the foregoing resolution was duly seconded by member and upon vote being taken thereon, the following voted in favor thereof: and the following voted against the same: whereupon said resolution was declared duly passed and adopted. Page 144 of 423 App. No. 2026-006 PC 07/09/2026 Page 1 Planning Commission Report Meeting Date: July 9, 2026 Application No. 2026-006 Applicant: AWC HOLDINGS LLC Property Owner: Economic Development Authority of Brooklyn Center Location: 6500 Camden Avenue North Requests: Planned Unit Development Amendment, Site and Building Plan (Major) Map 1. Subject Property Location. Requested Action AWC Holdings LLC (“the Applicant”) is requesting review and consideration of a proposal that would relocate Jambo Africa from its existing location at 1601 Freeway Boulevard and construct a new, approximately 5,720-square foot restaurant, bar, and event facility with an indoor/outdoor patio at 6500 Camden Avenue North (“the Subject Property”). The Subject Property is currently owned by the City’s Economic Development Authority and will require site and building plan approval as well as an amendment to the existing Planned Unit Development due to the proposed use and a request for certain flexibilities, including a variance to the minimum 40-foot rear setback fronting along Trunk Highway 252 and determination of fiber cement as a Class I building material—Refer to Exhibit A. A public hearing notice for the requests was published in the Brooklyn Center Sun Post on June 25, 2026. • Application Filed: 06/09/2026 • Review Period (60-day) Deadline: 08/08/2026 • Extension Declared: No • Extended Review Period Deadline: Page 145 of 423 App. No. 2026-006 PC 07/09/2026 Page 2 Existing Conditions Image 1. Existing Site Conditions at Subject Property. Background The Subject Property is located at 6500 Camden Avenue North and is owned by the Economic Development Authority of Brooklyn Center. The property is situated just north of TopGolf, which is located at 6420 Camden Avenue North. Applicant AWC Holdings LLC originally entered into a Purchase and Development Agreement with the Economic Development Authority of Brooklyn Center (“Property Owner”) for the Subject Property on November 25, 2024 (EDA Resolution No. 2024-03). The EDA approved an amended and restated Purchase and Development Agreement at their meeting on June 22, 2026, under EDA Resolution No. 2026-06. This granted the Applicant additional time to work through the Planning Commission process, and, assuming approval, their ability to move to closing and construction. As proposed, the new restaurant, bar, and event facility would be closed on Mondays, operate Tuesdays from 11 a.m. to 1:30 a.m., and Wednesdays through Saturdays from 11 a.m. to 2 a.m. The business would be open from 5 p.m. to 2 a.m. on Sundays. Site Data: 2040 Land Use Plan: Commercial (C) Neighborhood: Firehouse Current Zoning: PUD/C2 (Planned Unit Development/Commerce) District Site Area: Approximately 1.62 acres Surrounding Area: Direction 2040 Land Use Plan Zoning Existing Land Use North Commercial (C) PUD/C2 and Commercial (C) Districts Commercial (Strip Mall/Gas Station) South Commercial (C) PUD/C2 Commercial (TopGolf) East ROW (TH 252) N/A (ROW) Major Highway (TH 252) West HDR (15.01-31 DU/Ac.) R5 (High Density Residential) Apartments (Melrose Gates) Page 146 of 423 App. No. 2026-006 PC 07/09/2026 Page 3 REQUESTS Planned Unit Development (Major Amendment) In January 2023, the City of Brooklyn Center adopted a new Unified Development Ordinance (UDO), which ultimately retired the C2 (Commerce) District. Section 35-2103 (General District Regulations) provides that Planned Unit Developments and parcels zoned as a Planned Unit Development prior to adoption of the UDO, in accordance with prior zoning regulations, shall remain in effect and shall remain subject to any and all agreements, conditions, and standards applicable to the Planned Unit Development. Amendments shall be processed in accordance with the procedures identified for Planned Unit Developments in this UDO. Section 35-8304 (PUD Criteria) of the City’s Unified Development Ordinance notes that the City Council shall base its decision to approve a Planned Unit Development on the following additional criteria: a. Compatibility of the development plan with the standards, purposes and intent of this Section; b. Consistency of the development plan with the goals and policies of the Comprehensive Plan; c. The impact of the development plan on the neighborhood in which it is to be located; and d. The adequacy of internal site organization, uses, densities, circulation, parking facilities, public facilities, recreational areas, open spaces, and buffering and landscaping. In the case of a PUD Amendment, a “major amendment” is triggered when there is the “introduction of new uses not included in the PUD approval.” Other major triggers include a, “ten (10) percent or greater change in the floor area of any one (1) structure,” “any change in the original approved setbacks from property lines,” a “five (5) percent or greater change in the ground area covered by the project,” and, “a five (5) percent or greater change in the number of parking spaces.” A Planned Unit Development was established originally in July 1998 for the Regal Theatres development, which was originally located in proximity to the Subject Property on what is now TopGolf, and the Subject Property served as a parking lot. In order to facilitate redevelopment of the neighboring property at 6420 Camden Avenue North for TopGolf, the City of Brooklyn Center acquired MnDOT excess lands to allow for the extension of Camden Avenue North and construction of a cul-de-sac. In exchange, TopGolf platted and conveyed what is now the Subject Property to the Economic Development Authority of Brooklyn Center as part of a recorded Land Exchange Agreement and as referenced under City Council Resolution No. 2017-08. In July 2017, the Planned Unit Development was amended as part of the approval of the TopGolf development. This agreement identified the Subject Property and TopGolf within this agreement, and amendments were made to allow for an underground storm water storage system on the properties, and the construction of a multi-tenant building on the Subject Property. The amendment also identified TopGolf and the Subject Property for a commercial recreational/entertainment use and a commercial lot with an interim use as a park and ride site (i.e. the Subject Property). The TopGolf property is subject to certain covenants, conditions, and restrictions, which limited the use of its property to: Page 147 of 423 App. No. 2026-006 PC 07/09/2026 Page 4 The Subject Property (EDA Property) had the following restrictions outlined under the PUD Agreement: Requested Flexibilities In order to forward the proposed development as contemplated under Planning Commission Application No. 2026-006, City staff, in communication with the City Attorney, noted that an amendment to the Planned Unit Development would be required. This is to address the following: 1. Elimination of Subject Property’s interim use as a Metro Transit Park and Ride lot; 2. Allowance of the proposed restaurant, bar, and event center use within the Planned Unit Development, which would be classified as, “recreation and amusement places such as motion picture theaters and legitimate theater; sports arenas, bowling alleys, skating rinks, and gymnasiums, all provided they do not abut an R1, R2, or R3 district, including an abutment at a street line” in the underlying C2 (Commerce) District; 3. Request for flexibility (variance) to the minimum 40-foot rear setback fronting along Trunk Page 148 of 423 App. No. 2026-006 PC 07/09/2026 Page 5 Highway 252 to 35.6 feet due to constraints on the Subject Property, including sizeable 20-foot and 30-foot Drainage and Utility Easements running through the center of the Subject Property, which limits the buildable area for any development (refer to Image 2 below); and 4. Determination that the proposed Equitone fiber cement product on the building’s exterior be classified as a Class I building material, rather than a Class II building material. Image 2. Excerpt of Submitted Survey of Subject Property Identifying Drainage and Utility Easements (in red). Site and Building Plan (Major) As was noted in the Background, the Applicant currently has a Purchase and Development Agreement in place with the Economic Development Authority of Brooklyn Center for the Subject Property. As proposed, the Applicant would relocate the existing Jambo Africa restaurant and bar, located at 1601 Freeway Boulevard, to the Subject Property location at 6500 Camden Avenue North. The submitted narrative identifies a request to construct a new, approximately 5,720-square foot restaurant, bar, and event facility with an indoor/outdoor patio. This request would trigger the need for approval of a major site and building plan under Section 35-7600 (Site & Building Plan Approval). Site and Building Plan approval is required in order to, “construct or erect a new building or add on to an existing building that would result in an increase in gross floor area of all buildings on the lot by more than ten percent.” Further, the recorded Planned Unit Development outlines that any additions or new structures require site plan approval from the City Council. City staff reviewed the Subject Property and while the property was originally part of the former Regal Theatres development, it did not contain any improvements other than the parking lot. In reviewing historic aerial imagery, it appears there were two residential homes located on the westerly portion of Page 149 of 423 App. No. 2026-006 PC 07/09/2026 Page 6 the Subject Property and a portion of parking lot from the gas station located to the north at 6545 West River Road (Speedway); however, these improvements were demolished to make way for the Regal Theatres development in 1998 — Refer to Image 3 below. Image 3. 1994 Imagery of Subject Property (Source: Hennepin County). Image 4. Site Plan for Subject Property. As proposed, the new restaurant, bar, and event facility would be developed on the easterly portion of the Subject Property — Refer to Image 4 above. When discussing the development with the Applicant and their team, City staff noted there were large drainage and utility easements located on the Subject Property that would limit where any new development could be located. Following discussions, the Applicant decided to develop on the easterly portion and leave the existing parking lot, for the most part, intact. Page 150 of 423 App. No. 2026-006 PC 07/09/2026 Page 7 The building would be located at the following proposed building setbacks: Front Setback (Minimum Required): 35 feet Interior Side Yard Setback (Minimum Required): 10 feet Front Setback (Proposed): 318 feet Interior Side Yard Setback (Proposed): 42.7 feet (North) | 46.1 feet (South) Rear Setback (Minimum Required): 40 feet Rear Setback (Proposed): 35.6 feet * Note: Requested flexibility (variance) due to site constraints relating to existing drainage and utility easements. Per Image 5 below, the facility would be constructed on one-level, with a large, approximately 1,645 square foot dancing and dining area with additional “lounge” style dining areas located along the perimeter, and a private, approximately 380-square foot dining area. An approximately 520-square foot bar would be located at the north end of the dancing and dining area and back up to a large commercial kitchen. An indoor/outdoor patio would be located at the east end of the building, fronting along Trunk Highway 252. Image 5. Interior Layout of Proposed Jambo Africa Development on Subject Property. Architectural Materials As proposed, the building would be constructed with a mix of fiber cement panel, stucco, glass, stone, and metal panel. The east elevation of the building, which faces Trunk Highway 252, would provide a set of three (3) garage Page 151 of 423 App. No. 2026-006 PC 07/09/2026 Page 8 doors that could be opened seasonally, as well as a separate door access, and would be majorly comprised of stucco in a herringbone pattern with fiber cement paneling and metal panels along the shed roof. The west and south elevations, which provide access to the main entrance would be similarly comprised of glass, fiber cement, metal panels, stone, and stucco. The north elevation would be largely screened from any public rights-of-way by the existing gas station to the north; however, following discussion with the Applicant’s development team around the lack of texture, it appears alterations were made. This elevation is comprised of stucco, fiber cement, and metal panels with select glass (windows, doors) and the addition of some light sconces. Image 6. Exterior Architectural Renderings of Proposed Jambo Africa. Page 152 of 423 App. No. 2026-006 PC 07/09/2026 Page 9 Table 1. Breakdown of Architectural Building Materials for Proposed Jambo Africa with Alternative Calculations Assuming Fiber Cement as a Class I or Class II Building Material. Under the City’s preceding zoning code, architectural materials were reviewed under a set of architectural guidelines, which were largely based off the architectural guidelines for Shingle Creek Crossing shopping center: New commercial buildings shall have at least all four sides with at least 50% Class I and remaining 50% Class II materials. In certain cases, buildings may be allowed to have two of its elevation faces (typically front and back faces) with at least 50% of Class I and 50% Class II; with the remaining side faces of 25% Class I and 75% Class II materials. Class I and Class II are defined as follows: • Class I materials shall include brick or acceptable brick-type material; marble, granite, other natural stone or acceptable natural looking stone; textured cement stucco; copper; porcelain; glass; architectural textured concrete pre-cast panels; and other materials including masonry units with enhanced detailing such as patterns, textures, color, dimension, banding, and brick inlay as approved by the City Planning Commission and City Council. • Class II materials shall include exposed aggregate concrete panels; burnished concrete block; integral colored split face (rock face) and exposed aggregate concrete block; cast-in-place concrete; artificial stucco (E.I.F.S., Drivit); artificial stone; fiber-reinforced cement board siding with a minimum thickness of ¼ inch; canvas or vinyl awnings; prefinished metal; and other materials not listed elsewhere as approved by the City Planning Commission and City Council. The Applicant has requested Class I consideration of the fiber cement product (Equitone) rather than a Class II building material. Copies of the manufacturer’s 20-year material warranty and a list of Equitone fiber cement projects by state were included as part of Exhibit A to note the product’s wide adoption across states. In reviewing the product, it appears this particular brand of fiber cement is typically composed of 70 to 90% Portland cement by dry mass, with the remainder of the product composed of cellulose, synthetic fibers, and water. Nichiha, another fiber cement product that was approved for classification as a Class I building material for the HOM Furniture development at 2501 County Road 10 (City Council Resolution No. 2018-106), is generally composed of approximately 60 to 75% Portland cement with remaining silica, fly ash, and fibrous material (10-30%). In consderation of the fiber cement panels, City staff would consider this fiber cement to be functionally equivalent to a Class I material. Assuming this, all four elevations of the buiding would meet the minimum 50% threshold on a per elevation basis for use of Class I materials. Page 153 of 423 App. No. 2026-006 PC 07/09/2026 Page 10 Traffic | Access |Circulation | Connection Access Access to the Subject Property is gained from a full access curb cut off Camden Avenue North and located on the neighboring TopGolf property. Per a review of recorded documentation, there is an access easement in place under the recorded Declaration of Easements with Covenants and Restrictions for the ingress and egress of motor vehicles and pedestrians to the Subject Property. Other than during periods of construction or maintenance, the driveways, exits, and entrances located within this access easement area shall remain open for passage and unobstructed. Parking Section 35-5502 (Off-Street Parking Requirements) provides that, “off-street parking and loading spaces shall be provided in all multi-family residential, mixed-use, commercial, and industrial districts in accordance with the requirements of this Unified Development Ordinance.” City staff relayed concerns early on as to whether all minimum parking needs would be met on-site given the use and size of establishment. The recorded Declaration of Easements with Covenants and Restrictions notes that, City staff was clear with the Applicant from the beginning that it was highly unlikely the neighboring property (TopGolf) would allow for any kind of shared parking scenario given the amount of traffic the business generates. As proposed, there are no plans to accommodate parking off-site. As proposed, the existing parking lot located along the westerly portion of the Subject Property would remain substantially the same, with exception of some sawcut work to develop the easterly portion of the Subject Property, including removal of select parking. The Applicant originally provided an occupancy load breakdown for the proposed restaurant and bar (nightclub) use and noted the following: Table 2. Provided Breakdown of Occupants and Parking Needs for Proposed Jambo Africa. Page 154 of 423 App. No. 2026-006 PC 07/09/2026 Page 11 Occupant Areas Eating Establishment (1:2) Assembly (1:3) Patio 44 occupants (22 spaces) or 0 occupants (0 spaces) Dance Floor 330 occupants (110 spaces @ 100%), 165 occupants (55 spaces at 50%) Dining Booths 88 occupants (44 spaces @ 100%) or 44 occupants (22 spaces @ 50%) Bar 35 occupants (18 spaces @ 100%) or 18 occupants (9 spaces @ 50%) Private Dining Room 26 occupants (13 spaces @ 100%) and 0 occupants (0 spaces at 0%) Jambo Africa Staff (Highest Max Shift on Saturdays) 14 staff (7 spaces) Minimum Parking Range 73 to 104 spaces 110 spaces Total Parking Needs 148 to 214 parking spaces Table 3. City Calculation of Anticipated Parking Needs Using Identified Occupancy Loads (OL). City staff reviewed the Applicant’s parking justification and conducted their own parking calculations assuming alternative scenarios for the dining booth, bar, dance floor, patio, and private dining areas assuming 100% occupancy (occupant load), 50% occupancy, or the potential for 0% occupancy depending on how the spaces are programmed. For instance, City staff reviewed to see how parking would factor out if the patio and private dining areas were not used during nights the dance floor was being fully utilized. At the low end, City staff assumed full use of the dance floor (110 spaces), 50% use of the dining booths (22 spaces), 50% use of the bar (9 spaces) and full staffing for a Saturday night (7 spaces) for a total of 148 required parking spaces. As the dancing area would be at full use, City staff assumed there would be cross traffic between the dining and bar areas (50% use). At the high end, City staff assumed 100% use of the patio, dance floor, dining booths, bar, private dining room, and full staffing for a Saturday night for a total of 214 required parking spaces. City staff presumes this is an unlikely scenario, but wanted to complete the exercise, nonetheless. It should be noted that the dance floor assumes a standard 5 square feet per person. In speaking with the City Building Official, the Building Official often assumes 7 square feet person for true “dancing,” as the lower threshold of 5 square feet assumes minimal movement (e.g. a packed concert). Assuming a 1,645- square foot dancing and dining area, a re-calculation would adjust the occupancy load of 330 (for 5 square feet) to 235 (for 7 square feet). If parking were to be re-calculated assuming this, this would adjust the parking requirements from 148 to 117 spaces at the low end and from 214 to 183 spaces at the high end. The Applicant notes in their narrative (Exhibit A) that many of their employees carpool due to transportation limitations; however, the City’s code provisions do not take into account alternative transportation to reduce parking other than through a traffic and parking study, which was not submitted. Additionally, while two (2) hookah attendants are noted in the staffing figures, City staff is of the understanding from the City Clerk’s Office that Jambo Africa will be unable to transfer their existing tobacco license to a new address or owner, so the total staffing figure was reduced by two (2) employees for the purposes of calculating parking. While the Applicant identifies a total of 158 parking spaces on-site, in discussions with the Building Official and Deputy Fire Marshal, it was determined that the identified staff parking along the north end of the Page 155 of 423 App. No. 2026-006 PC 07/09/2026 Page 12 Subject Property would either need to be modified or eliminated to allow for a minimum 20-foot fire access road. The proposed drive aisle width is 16.8 feet, and assuming the removal of all parking, the proposed number of parking spaces would be adjusted to 152 parking spaces. The Applicant should verify the total number of ADA parking spaces required as the 2020 Minnesota Accessibility Code identifies a minimum requirement of 6 accessible spaces for between 151 and 200 parking spaces. Given the flexibility of the business uses and programming, the Applicant will need to be cognizant of the events they schedule for to ensure adequate on-site parking is provided for. Lighting A photometric plan was submitted with the application submittal; however, the provided plan will require revisions as it does not provide the detailing necessary to determine whether it meets the code provisions as outlined under Section 35-5400 (Exterior Lighting). The Applicant shall revise the photometric plan to identify illumination using foot-candles (spot illumination) and account for building lighting, as the submitted plans do not identify any wall lighting, despite lighting being illustrated on submitted renderings. Property lines should be clearly identified in the plans as well. With that said, any photometric plan provided shall clearly demonstrate consistent levels of illumination across the existing open-air parking lot and avoid pockets of very low or high levels of illumination. Spot illuminations shall be provided to clearly demonstrate adherence to minimum and maximum illumination levels, as well as uniformity, proposed mounting heights for wall and parking lot lighting. The Applicant did provide fixture specifications for parking lot lighting; however, no detailing is provided as to the mounting heights, clear locations on the property, etc. were provided. Detail sheets are also requested of the Applicant to demonstrate enhanced illumination over all primary building entrances/exits and any pedestrian pathways as outlined under Section 35-5401.m.2 (Lighting Standards). Given the intended hours of operation and the intended use, City staff are cognizant of potential safety concerns for customers and staff. The Applicant should provide consistent lighting throughout the parking lot with clear pedestrian crossings, and enhanced lighting near all entries, exits, sidewalks, and higher- traffic areas, such as the outdoor patio and path to the trash enclosure. Image 7. Submitted Photometric Plan for the Subject Property. Page 156 of 423 App. No. 2026-006 PC 07/09/2026 Page 13 Trash | Screening As proposed, a new trash enclosure would be constructed at the northeast corner of the Subject Property. As proposed, the enclosure would be approximately 16 feet by 9 feet in size and comprised of synthetic lumber or cedar fence panels on a steel frame. City Code requires all trash, recycling, and dumpsters to be wholly screened within the enclosure with opaque materials. Although the Applicant currently has issues containing their trash and recycling containers within the trash enclosure at 1601 Freeway Boulevard due to the use of a portable grease collector, the Applicant indicated that an underground grease interceptor would be installed as part of the new construction restaurant, bar, and event facility. The enclosure should be sized appropriately given projected customer traffic. If the Applicant finds they are having issues containing their trash and recycling, the Applicant will need to schedule additional trash and recycling pickups during the week. The Applicant submitted vehicle turning movement diagrams to the City (Sheets C2.1 and C2.2), demonstrating the ability for a standard garbage truck to navigate the drive aisle. These diagrams may require modification following direction from the Building Official and Deputy Fire Marshal to modify or remove the proposed six (6) parking spaces to accommodate a fire access road. Image 8. Proposed Trash Enclosure for Subject Property. All ground-mounted equipment over 30 inches in height or greater than 12 cubic feet (e.g., transformers, mechanical) shall be effectively screened from public view. Similarly, roof-mounted equipment shall also be screened from view through use of parapets, wall/ fencing materials, or paint compatible and complementary to the building. Landscaping Given there is existing landscaping in place from the original development of Regal Theatres, City staff provided the Applicant with a copy of the Landscape Point System Policy worksheet, which was previously used for reviewing landscaping under the former zoning code (pre-2023), as well as the current landscaping provisions identified under Section 35-5600 (Landscaping, Screening, Fences). Page 157 of 423 App. No. 2026-006 PC 07/09/2026 Page 14 The Applicant provided a Tree Preservation Plan (Sheet C1.1), a Landscape Plan (Sheet L1.0), and Landscape Plan Notes and Details (Sheet L1.1). Additionally, the Applicant provided a visual aid (Plant Palette) to better identify the proposed plantings. In reviewing the recorded documentation on file, certain easements, covenants, and restrictions were noted. The Declaration of Easements with Covenants and Restrictions dated October 16, 2017, notes that, Additionally: In reviewing the submitted landscape plan, it appears the minimum setback area is noted on the plan, and the landscaping would be concentrated along the east side of the Subject Property. There are two trees (New Horizon American Elm, New World Red Maple) proposed for installation on parking lot medians; however, these would be located outside the identified setback. There is a note that any existing shrubs and trees shall be trimmed. Low lying landscaping and shrubs are permitted within this setback. Although the Subject Property is approximately 1.62 acres in size, the Applicant rounded the overall acreage to two (2) acres. City staff conducted a review of the landscape schedule. Based on a review of the Subject Property, and knowing the acreage was rounded up, the Applicant appears to meet the minimum required landscaping requirements. Similarly, the Applicant applied the UDO’s new provisions relating to landscape islands, which require a minimum of 3-percent (%) of the total surface area of all impervious parking facility areas to provide landscaping adjacent to the lot, and one (1) deciduous tree minimum per parking lot island. Page 158 of 423 App. No. 2026-006 PC 07/09/2026 Page 15 Although minor modifications are being made to the westerly portion of the Subject Property, the Applicant is installing two new trees (one per parking lot island) and is preserving four (4) additional trees on two more parking lot islands. A total of 12 maple and cherry trees are proposed for preservation, with two other maple trees proposed for removal. Image 9. Provided Landscape Schedule for the Subject Property—Easterly Portion. The majority of landscaping is identified as “native” and proposed for installation along the outdoor patio area and facing Trunk Highway 252. Underground irrigation is required to be installed and maintained as a condition of approval of the landscape plan and shop drawings are to be submitted to the City for record- keeping. Signs No specific signage requests were made as part of the Application submittal. Any new signage would be required to comply with the provisions outlined for signage under the City’s former Sign Code (Chapter 34), which outlines provisions with an underlying C2 (Commerce) District zoning designation. It should be noted that the recorded Declaration of Easements with Covenants and Restrictions identifies a sign easement area for use by the adjacent property, TopGolf. Engineering Review Assistant City Engineer, Touyia Lee, conducted an initial review of the submitted site plan and documentation and provided a memorandum dated July 7, 2026 — refer to Exhibit C. The Assistant City Engineer indicates requests were made for both MnDOT and Metro Transit to review the proposal given Page 159 of 423 App. No. 2026-006 PC 07/09/2026 Page 16 the Subject Property’s adjacency to Trunk Highway 252 and the Economic Development Authority of Brooklyn Center’s relationship with Metro Transit in using the Subject Property as an interim use Park and Ride location. In reviewing past lease agreements between the Metropolitan Council and the Economic Development Authority of Brooklyn Center, the lease agreements were entered into under one-year increments with the ability for either party to terminate the lease at any time and for any reason by providing the other party with 30 days’ written notice. The agreements on file further indicate the provision of a permanent easement for a pedestrian connection that was originally constructed in 2008 between the Park and Ride location and the Metro Transit Bus Stop located along Trunk Highway 252. This walkway was to be maintained by the Metropolitan Council. Additional comments provided are with respect to the provision of a Construction Management Plan, easement agreements for any private utilities and storm drainage areas, and the provision of as-builts upon project completion. A review of the submitted Stormwater Management Report by CivilSite Group and dated June 8, 2026, was conducted and found to be generally acceptable. As proposed, approximately 0.8 acres of land would be disturbed as part of the project, with construction on approximately 0.5 acres of new or reconstructed impervious surfaces. As proposed, stormwater runoff would be directed via surface drainage and storm sewer piping to a belowground infiltration basin located at the southeast corner of the Subject Property. From there, the basin would discharge into the existing pond to the east. Should the building ever be expanded, an area is identified for the potential expansion of the underground filtration system. Building Review Building Official Dan Grinsteinner conducted a cursory review of the proposal in a memorandum dated July 2, 2026 — Refer to Exhibit D. Following discussion with the Deputy Fire Marshal, the six (6) staff parking spaces located along the north side of the building will either require removal or alteration to accommodate a minimum 20-foot fire apparatus access road per Minnesota Fire Code provisions. A fire sprinkler and monitoring system is required for installation and is to be maintained at all times, and sufficient fire hydrants shall be provided. The Applicant will also need to meet any minimum ADA requirements with regard to the building and site improvements, and prior to issuance of any building permits, a SAC determination shall be submitted to the Metropolitan Council, and any associated fees shall be paid at time of permit issuance. The Applicant will need to coordinate with Hennepin County Health Department for any approvals for the restaurant use. Ultimately, building plans are subject to review and approval by the Building Official with respect to applicable codes prior to the issuance of permits. Other Considerations As identified in the Assistant City Engineer’s Memorandum (Exhibit C), City staff will need to follow up with MnDOT and the Metropolitan Council/Metro Transit regarding the necessity of a written lease Page 160 of 423 App. No. 2026-006 PC 07/09/2026 Page 17 termination notice for the Park and Ride lot (“Subject Property”), addressing any impacts to the existing bus stop off Trunk Highway 252, and vacation of the existing ADA pathway, as the Applicant has indicated they do not want to retain this link. ANTICIPATED PERMITTING AND CONDITIONS OF APPROVAL Following a review of the submittal materials and the requests, approval of the Planned Unit Development amendment and major site and building plan requests are both required to forward the application for the Subject Property located at 6500 Camden Avenue North. City staff recommends the following conditions be attached to any positive recommendation on the approval of Planning Commission Application No. 2026-006 for the Subject Property, which contemplates approval of an approximately 5,720-square foot restaurant, bar, and event center facility with an indoor/outdoor patio: 1. Any major changes or modifications made to this Site and Building Plan, and as outlined within the City Code, can only be made by an amendment to the approved Site and Building Plan as approved by the City Council. a. The Applicant shall revise the north staff parking area to either remove or alter parking to accommodate a minimum 20-foot fire apparatus access road per Minnesota Fire Code. b. The Applicant shall revise the provided photometric plan to meet City lighting provisions under Section 35-5400 (Exterior Lighting) and provide revised fixture specifications for all new site and wall lighting. 2. Unless amended otherwise or under separate agreement, all existing provisions, standards, and variations provided under the recorded Planned Unit Development Agreement dated October 16, 2017, shall remain in effect. 3. The Applicant and City staff shall coordinate with the City Attorney to amend the recorded Planned Unit Development and any amendments to the Declaration of Easements with Covenants and Restrictions or other documentation to address the following flexibilities and provisions: a. Elimination of Subject Property’s interim use as a Metro Transit Park and Ride lot; b. Allowance of the proposed restaurant, bar, and event center use within the Planned Unit Development, which would be classified as, “recreation and amusement places such as motion picture theaters and legitimate theater; sports arenas, bowling alleys, skating rinks, and gymnasiums, all provided they do not abut an R1, R2, or R3 district, including an abutment at a street line” in the underlying C2 (Commerce) District; c. Request for flexibility (variance) to the minimum 40-foot rear setback fronting along Trunk Highway 252 to 35.6 feet due to constraints on the Subject Property, including 20-foot and 30-foot Drainage and Utility Easements running through the center of the Subject Property, which limits the buildable area for any development; and d. Determination that the proposed Equitone fiber cement product on the building’s exterior be classified as a Class I building material, rather than a Class II building material. 4. Coordination with the Economic Development Authority of Brooklyn Center to work through a formal written termination of the Metro Transit Park and Ride lot on the Subject Property and required vacation of the existing ADA walkway (permanent easement), which provides a direct link through the Subject Property to a bus stop located off Trunk Highway 252. Page 161 of 423 App. No. 2026-006 PC 07/09/2026 Page 18 5. The building plans are subject to review and approval by the Building Official with respect to applicable codes prior to the issuance of permits, and with respect to the cursory review comments provided in the Building Official’s memorandum dated July 2, 2026. 6. A SAC Determination shall be submitted by the Applicant to the Metropolitan Council and any associated fees paid at time of any permit issuance for the proposed development. 7. Application to and approval from the Hennepin County Health Department for the intended restaurant, bar, and event facility use. 8. A Performance Agreement with supporting financial guarantee approved by the City shall be executed upon any approval of the to-be submitted building permit for site improvements, which ensures the Subject Property will be constructed, developed, and maintained in conformance with the provided plans, specifications, and standards. 9. Any outside trash disposal facilities and rooftop or ground mechanical equipment shall be appropriately screened from view per City Code requirements and a detail sheet provided. 10. The Applicant agrees to comply with all conditions or provisions noted in the Assistant City Engineer’s review memorandum, originally dated July 7, 2026. a. The Applicant shall coordinate with City staff for the dedication or vacation of any drainage and utility easements. 11. Application and issuance of a City liquor license. 12. Application and approval of a City live entertainment license. 13. The Applicant shall submit a Sign Permit Application for any proposed signage (e.g., wall, freestanding) and receive issuance of a permit prior to any installation. All signage shall conform to City requirements. RECOMMENDATION Based on the submitted plans and above-noted findings, City staff recommend Planning Commission recommend City Council approval of Planning Commission Application No. 2026-006 for (1) approval of an amended Planned Unit Development and (2) a major site and building plan for construction of an approximately 5,720-square foot restaurant, bar, and event facility with indoor/outdoor patio at the Subject Property located at 6500 Camden Avenue North, as amended by the anticipated permitting and conditions of approval in the July 9, 2026 Planning Commission report. ATTACHMENTS Exhibit A – Planning Commission Application No. 2026-006 Plans and Documents. Exhibit B – Public Hearing Notice, submitted for publication in the Brooklyn Center Sun Post, and dated June 25, 2026. Exhibit C – Review Memorandum, prepared by Assistant City Engineer Touyia Lee, and dated July 7, 2026. Exhibit D – Review Memorandum, prepared by Building Official Dan Grinsteinner, and dated July 2, 2026. Page 162 of 423 Development Application Narrative Jambo Africa June 4, 2026 Project Overview Jambo Africa is an established restaurant and nightclub seeking approval to relocate its operations into a new purpose-built facility designed to accommodate the business's growing customer base and expanded operational needs. The proposed site is located between an existing restaurant and Topgolf, an established entertainment venue, making it a compatible and appropriate location for hospitality and entertainment uses. The new facility will allow Jambo Africa to continue serving the community while providing improved operational efficiency, customer experience, and site functionality. Business Operations Hours of Operation Day Hours Monday Closed Tuesday 11:00 AM – 1:30 AM Wednesday 11:00 AM – 2:00 AM Thursday 11:00 AM – 2:00 AM Friday 11:00 AM – 2:00 AM Saturday 11:00 AM – 2:00 AM Sunday 5:00 PM – 2:00 AM The venue will operate under a standard 2:00 AM liquor license consistent with its current operations and weekend entertainment schedule. Exhibit A Page 163 of 423 Staffing Plan Jambo Africa adjusts staffing levels based on anticipated customer demand, special events, and seasonal activity. Kitchen Staff Daytime Operations • Up to 3 cooks • 1 food preparation/dishwasher employee Late-Night Operations • 1 to 2 kitchen staff members serving a limited late-night menu Front-of-House Staff Saturday Operations • 2 to 3 bartenders • 3 bottle service staff • 1 bar-back • 2 hookah attendants (depending on customer volume) Friday and Sunday Operations • 1 bartender (management staff are also trained bartenders) • 1 to 2 servers Security Personnel Security staffing is scaled according to anticipated attendance and event size: • Tuesday–Thursday: 1 to 2 security guards • Friday and Sunday: 2 to 3 security guards • Saturday and Special Events: 4 to 5 bonded professional security guards contracted through a licensed third-party security company Page 164 of 423 Parking and Site Access The proposed development includes: • 158 total on-site parking stalls • Approximately 6 stalls utilized by staff Many employees currently carpool due to transportation limitations, which further reduces parking demand. The available on-site parking is expected to adequately accommodate customers, employees, and special-event attendance. While the relocation may increase vehicle traffic compared to the current location, the site's parking capacity is expected to support projected demand without negatively impacting surrounding properties. Events and Entertainment Jambo Africa hosts cultural, community, and themed events throughout the year. These events typically occur once per month and celebrate significant holidays and cultural traditions, including: • Liberian Independence Day • Flag Day celebrations • Ibo Fest • Other community-focused cultural events Attendance varies by event, with a maximum anticipated occupancy of approximately 400 guests within the dining and entertainment areas, subject to parking capacity and applicable occupancy requirements. Security and Safety Plan Jambo Africa is committed to maintaining a safe environment for patrons, employees, and neighboring businesses. Security Measures • Professional security personnel are present during operating hours based on attendance levels. • Additional security staff are deployed during special events and peak operating periods. • Security services for larger events are provided by licensed, bonded third -party security contractors. • Management maintains ongoing communication with security personnel throughout operations. Page 165 of 423 Tobacco and Hookah Operations Jambo Africa intends to transfer its existing valid tobacco and hookah license to the new location. To ensure full compliance with the Minnesota Clean Indoor Air Act: • All hookah and tobacco use will be restricted exclusively to a designated outdoor patio area. • No indoor tobacco or hookah consumption will be permitted. Community Compatibility The proposed location is situated within an established entertainment and commercial corridor that already includes restaurant and recreation uses. The site's proximity to existing entertainment destinations supports compatibility with the proposed operation. Although business activity may continue until 2:00 AM, the nearest residential properties are separated from the site by approximately 400 feet, providing a substantial buffer between entertainment activities and residential uses. Jambo Africa believes the proposed relocation will enhance the area's dining and entertainment offerings while remaining compatible with surrounding land uses and maintaining a strong commitment to public safety, parking management, and responsible operations. Page 166 of 423 8 " P V C 8 " V C P 8 " P V C ( P e r R e c . ) 6 " D I P ( P e r R e c . ) 8 " D I P ( P e r R e c . ) 8" DIP (Per Rec.) 8" D I P (P e r R e c . ) Wat. Serv. (Per Rec.) 27" R C P 12" PVC 12" PV C (Per R e c . ) 15" HDPE15" HDPE 1 5 " R C P 12" PVC 27" RCP 12 " P V C St o r m S e w e r (P e r R e c . ) 1 2 " H D P E 1 2 " H D P E 15 PV C 15" HDPE Sto r m S e w e r (Pe r R e c . ) 24 " R C P 3 0 " R C P ( P e r R e c . ) 6 " C I P ( P e r R e c . ) 8 " P V C ( P e r R e c . ) ( A P u b l i c R / W ) C A M D E N A V E N U E N O R T H S85°28'31"W 475.99 N 0 4 ° 3 1 ' 2 9 " W 1 1 1 . 8 2 N36 ° 3 6 ' 0 1 " E 5 1 . 6 9 N85°28'04"E 261.78 S 0 4 ° 3 5 ' 3 9 " E 1 4 7 . 3 5 Bituminous Parking Lot Bituminous Parking Lot Bituminous Parking Lot Bituminous Parking Lot B i t u m i n o u s S i d e w a l k Bituminous Parking Lot Bituminous Parking Lot Bituminous S i d e w a l k Concrete Walkway A c c e s s Concrete Concrete L a n d s c a p i n g R o c k L a n d s c a p i n g R o c k L a n d s c a p i n g R o c k L a n d s c a p i n g R o c k L a n d s c a p i n g R o c k L a n d s c a p i n g R o c k L a n d s c a p i n g R o c k L a n d s c a p i n g R o c k L a n d s c a p i n g R o c k Lands c a p i n g Rock S04°33'15"E 3.54 12 23 23 23 23 30 11 1 1 13 13 13 13 Truncated Dome Pond Edge of Water Edge of Water K e y s t o n e R e t a i n i n g W a l l [17] Access Easement per Do c . Nos. 10490105 & T5482833 [17] Setback Area per Doc. Nos. 10490105 & T5475463 [21] Sidewalk Easement p e r D o c . Nos. 10574763 & T554696 9 Found 1/2 Inch Iron Pipe w/ Illegible Cap Found 1/2 Inch Iron Pipe w/ Illegible Cap F o u n d 1 / 2 I n c h I r o n P i p e w / C a p N o . 1 5 4 8 0 Found 1/2 Inch Iron Pipe w/ Illegible Cap Rip-Rap PID: 3611921130145 Address: 6500 Camden Avenue North PID: 3611921130119 Address: 615 66th Avenue North Owner: Jacinta LLC PID: 3611921130118 Address: 6545 West River Road Owner: Realty Income Props 3 LLC PID: 3611921130146 Address: 6420 Camden Avenue North Owner: Vereit Real Estate L P [13] Drainage & Utility Easement per Plat of TOPGOLF ADDITION [13] Drainage & Utility Easement per Plat of TOPGOLF ADDITION [ 1 3 ] D r a i n a g e & U t i l i t y E a s e m e n t p e r P l a t o f T O P G O L F A D D I T I O N [ 1 3 ] D r a i n a g e & U t i l i t y E a s e m e n t p e r P l a t o f T O P G O L F A D D I T I O N [13] Drainage & Utility Easement per Plat of TOPGOLF ADDITION [13] D r a i n a g e & U t i l i t y E a s e m e n t per Pl a t o f T O P G O L F A D D I T I O N [13] Drainage & Utility Easement per Plat of TOPGOLF ADDITION Drainage & Utility Easement per Plat of TOPGOLF 2ND ADDITION Draina g e & U t i l i t y E a s e m e n t p e r Plat o f T O P G O L F 2 N D A D D I T I O N PARCEL A The N Line of REGISTERED L A N D SURVEY NO. 678 & its W'l y E x t e n s i o n PARCEL B PARCEL C [ A ] B i t u m i n o u s P a r k i n g L o t C r o s s e s P r o p e r t y L i n e [B] Iron Fence Crosses Property Line [17] Sign Easement per Doc. Nos. 10490105 & T5475463 NO BUILDINGS N85°26'44"E 180.05 Drainage & Utility Easement per Plat of TOPGOLF 2ND ADDITION 1 2 10 P a r k i n g S t r i p e s p e r A e r i a l M a p p i n g VICINITY MAP 65 0 0 C a m d e n A v e n u e N o r t h Br o o k l y n C e n t e r , H e n n e p i n C o u n t y , M i n n e s o t a 5 5 4 3 0 16 0 1 F r e e w a y B o u l e v a r d # 1 7 4 6 , M i n n e a p o l i s , M i n n e s o t a 5 5 4 3 0 Ja m b o A f r i c a n R e s t a u r a n t PR O J E C T PROJECT NO.: 25007.00 COPYRIGHT 2026 CIVIL SITE GROUP INC.c REVISION SUMMARY DATE DESCRIPTION V1.0 ALTA/NSPS LAND TITLE SURVEY . . . . . . . . . . . . N 44565 RORY L. SYNSTELIEN LICENSE NO.DATE I HEREBY CERTIFY THAT THIS SURVEY, PLAN, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED LAND SURVEYOR UNDER THE LAWS OF THE STATE OF MINNESOTA. 4-2-2026 N CL I E N T Civil Engineering Surveying Landscape Architecture 5000 Glenwood Avenue Golden Valley, MN 55422 civilsitegroup.com 612-615-0060 QA/QC FIELD CREW DRAWN BY REVIEWED BY UPDATED BY MG/TL DS CJ .OVERHEAD UTILITIES GASMAIN SANITARY SEWER STORM SEWER FIBER/COMM. LINE ELECTRIC LINE (RECORD) WATERMAIN ELECTRIC LINE GASMAIN (RECORD) CHAINLINK FENCE LINE Linetype & Symbol Legend CONCRETE SURFACE PAVER SURFACE BITUMINOUS SURFACE GRAVEL/LANDSCAPE SURFACE IRON FENCE LINE GUARDRAIL WATERMAIN (RECORD) SANITARY SEWER (RECORD) STORM SEWER (RECORD) FIBER/COMM. LINE (RECORD) TELEPHONE LINE (RECORD) TELEPHONE LINE SIGNSANITARY MANHOLE STORM MANHOLE CABLE TV BOX TELEPHONE MANHOLE ELECTRIC TRANSFORMER TELEPHONE BOX TRAFFIC SIGNAL GAS METER ELECTRICAL METER WATER MANHOLE WATER VALVE AIR CONDITIONER BOLLARD CATCH BASIN ELECTRIC MANHOLE GAS VALVE FLAG POLE HANDICAP SYMBOL FOUND IRON MONUMENT HYDRANT CAST IRON MONUMENT SET OR TO BE SET IRON MONUMENT FLARED END SECTION POWER POLE UTILITY MANHOLE GUY WIRE CONIFEROUS TREE DECIDUOUS TREE ROOF DRAIN SEWER CLEAN OUT FIRE CONNECTION WELL UTILITY VAULT POST INDICATOR VALVE GAS MANHOLE HAND HOLE FIBER/COMM. MANHOLE MAIL BOX FUEL TANK ELECTRICAL OUTLET SB SOIL BORING LIGHT POLE ACCESS RESTRICTION WOODEN FENCE LINE SATELLITE DISH BUSH/SHRUB DESCRIPTION OF PROPERTY SURVEYED Parcel A: Lot 2, Block 1, Topgolf Addition, Hennepin County, Minnesota. A portion of which is registered property described as follows: That part of Lot 2, Block 1, Topgolf Addition, lying South of the North line of Registered Land Survey No. 678 and its westerly extension. Parcel B: Appurtenant easements as contained in Declaration of Easements with Covenants and Restrictions dated October 16, 2017, filed October 17, 2017 as Document Number 10490105 (Abstract) and filed October 17, 2017 as Document Number T5482833 (Torrens). Parcel C: Appurtenant easement for sidewalk purposes as contained in Pedestrian Easement Agreement dated June 29, 2018, filed July 24, 2018 as Document Number 10574763 (Abstract) and filed July 24, 2018 as Document Number T5546969 (Torrens). Abstract/Torrens Property GENERAL SURVEY NOTES 1. Bearings are based on the Hennepin County Coordinate System (1986 Adjustment). 2. Elevations are based on the NGVD 29 Datum. Site Benchmark is the rim of the sanitary manhole located in the middle northerly portion of the subject property, approximately 177 feet westerly of the northeast corner of the subject property, as shown hereon. Elevation = 839.09. 3. We have shown the location of utilities to the best of our ability based on observed evidence together with evidence from the following sources: plans obtained from utility companies, plans provided by client, markings by utility companies and other appropriate sources. We have used this information to develop a view of the underground utilities for this site. However, lacking excavation, the exact location of underground features cannot be accurately, completely and reliably depicted. Where additional or more detailed information is required, the client is advised that excavation may be necessary. Also, please note that seasonal conditions may inhibit our ability to visibly observe all the utilities located on the subject property. ALTA/NSPS LAND TITLE SURVEY NOTES (numbered per Table A) 2. Site Address: 6500 Camden Avenue North, Brooklyn Center, Minnesota 55430. 3. This property is contained in Zone X (area determined to be outside the 0.2% annual chance floodplain) per Flood Insurance Rate Map, Community Panel No. 27053C0208F, effective date of November 4, 2016. 4. The gross land area is 70,466 +/- square feet or 1.618 +/- acres. 7. (a) Exterior dimensions of buildings at ground level as shown hereon. (b)(1) Square footage of exterior footprint of buildings at ground level as shown hereon. Please note no buildings were observed on the subject property while conducting the fieldwork. 8. Substantial features observed in the process of conducting the fieldwork as shown hereon. Please note that seasonal conditions may inhibit our ability to visibly observe all site features located on the subject property. 9. The number of striped parking stalls on this site are as follows: 207 Regular + 5 Handicap = 212 Total Parking Stalls. 13. The names of the adjoining owners of the platted lands, as shown hereon, are based on information obtained from the Hennepin County Interactive Property Map. 15. Some site feature locations obtained per aerial mapping, as shown and labeled hereon. SURVEY REPORT 1. This map and report was prepared with the benefit of a Commitment for Title Insurance issued by Land Title, Inc. as agent for Stewart Title Guaranty Company, File No. 729119, dated March 6, 2026. We note the following with regards to Schedule B II Exceptions of the herein referenced Title Commitment: a. Item no.'s 1-12, 15-16 and 18-20 are not survey related. b. The following are numbered per the referenced Title Commitment: [13]. Drainage and utility easements as shown on the recorded plat of Topgolf Addition. Easements are located along the south, west and north lines and a middle portion of the subject property, as shown hereon. 14. Terms and conditions of Easements and Maintenance Agreement dated October 2, 1998, filed October 6, 1998 as Document Number 6980467 (Abstract). Amendment to Easements and Maintenance Agreement filed December 20, 1999 as Document Number 7231145 (Abstract). Document No. 6980467 creates a driveway easement benefiting the subject property over the adjacent property to the north. Document creates a storm water easement benefiting the subject property over the adjacent property to the north and said easement is blanket in nature and thus cannot be depicted. Document No. 7231145 deletes said driveway easement and thus said easement is not shown hereon. [17]. Declaration of Easements with Covenants and Restrictions dated October 16, 2017, filed October 17, 2017 as Document Number 10490105 (Abstract) and filed October 17, 2017 as Document Number T5482833 (Torrens). Document creates an access easement with benefit to the subject property over a northerly portion of the adjacent property to the south. Said easement provides the subject property with access to Camden Avenue North, a publicly dedicated right-of-way. Document creates a sign easement with benefit to the adjacent property to the south over a southerly portion of the subject property, as shown hereon. Document creates a setback area in which no improvements or landscaping shall be constructed planted or placed except for sidewalks, underground utilities and structures, steps, pedestrian plazas, benches, planters, retaining walls and low lying landscaping such as grass, ground cover, shrubs, flowers, mulch, landscape lighting and irrigation systems. Setback area is located over the West 35 feet of the subject property, as shown hereon. [21]. Pedestrian Easement Agreement dated June 29, 2018, filed July 24, 2018 as Document Number 10574763 (Abstract) and filed July 24, 2018 as Document Number T5546969 (Torrens). Document creates a sidewalk easement benefiting the subject property over a northerly portion of the adjacent property to the east, as shown hereon. 22. Rights of the State of Minnesota for highway purposes as contained in Final Certificate filed February 28, 1969 as Document Number T936322 (Torrens). Highway is located to the east of and does not appear to affect the subject property and is not shown hereon. 23. Minnesota Department of Transportation Right-of-Way Plat No. 27-20 filed August 14, 1985 as Document Number T1664854 (Torrens). Right of way plat is located to the north and east of and does not appear to affect the subject property and is not shown hereon. 24. Rights of the State of Minnesota for highway purposes as contained in Final Certificate filed November 23, 1988 as Document Number T1976926 (Torrens). Highway is located to the east of and does not appear to affect the subject property and is not shown hereon. 25. Rights of the State of Minnesota for highway purposes as contained in Final Certificate filed July 6, 1990 as Document Number T2108148 (Torrens). Highway is located to the east of and does not appear to affect the subject property and is not shown hereon. 26. Terms and conditions, including right of forfeiture and re-entry, in favor of Economic Development Authority of Brooklyn Center, a Minnesota body corporate and politic, as contained in Purchase and Development Contract dated July 21, 2025 and in Quit Claim Deed filed ( ) as Document Number ( ). (to be recorded) We have not been provided with said document. 2. Conflicts such as (but not limited to): encroachments, protrusions, access, occupation, and easements and/or servitudes: [A]. Bituminous parking lot crosses the north line of the subject property, as shown hereon. [B]. Iron fence crosses the east line of the subject property, as shown hereon. ALTA CERTIFICATION To: Economic Development Authority of Brooklyn Center, a Minnesota body corporate and politic; AWC Holdings LLC, a Minnesota limited liability company; Land Title, Inc.; and Stewart Title Guaranty Company: This is to certify that this map or plat and the survey on which it is based were made in accordance with the 2026 Minimum Standard Detail Requirements for ALTA/NSPS Land Title Surveys, jointly established and adopted by ALTA and NSPS, and includes Items 2, 3, 4, 7(a), 7(b)(1), 8, 9, 13, and 15 of Table A thereof. The fieldwork was completed on 3-26-2026. Dated this 2nd day of April, 2026. ________________________________________________________ Rory L. Synstelien Minnesota License No. 44565 rory@civilsitegroup.com 40102001020 SCALE IN FEET Page 167 of 423 1,645 SF 330-OL Dance/Dining 5-OF 520 SF 35-OL Bar 15-OF 420 SF 29-OL Lounge 15-OF 145 SF 10-OL Lounge 15-OF 380 SF 26-OL Private Dining 15-OF 23 2 1 1 4 5 8 10 8 8 8 1,000 SF 5-OL Kitchen 200-OF 195 SF 2-OL Office 100-OF 650 SF 44-OL Patio 15-OF 50 SF 4-OL Dining 15-OF 70 SF 5-OL Dining 15-OF 65 SF 1-OL Office 300-OF 190 SF 1-OL Storage 300-OF 80 SF 1-OL Freezer 300-OF 80 SF 1-OL Cooler 300-OF 85 SF 1-OL Pantry 300-OF 180 SF 1-OL Mechanical 300-OF 125 SF 1-OL Receiving 300-OF 85 SF 6-OL Patio 15-OF 475 SF 32-OL Dining 15-OF PROVIDED REQUIRED occ. occ.12" 306 80 46.0" DOOR WIDTH Capacity Factor: 0.15 PROVIDED REQUIRED occ. occ.12.2" 306 81 46.0" DOOR WIDTH Capacity Factor: 0.15 PROVIDED REQUIRED occ. occ.15.6" 226 104 34.0" DOOR WIDTH Capacity Factor: 0.15 PROVIDED REQUIRED occ. occ.24.6" 226 164 34.0" DOOR WIDTH Capacity Factor: 0.15 120 SF 8-OL Lounge 15-OF 16 1 81 80 160 16 0 164 103 10 4 PROVIDED REQUIRED occ. occ.15.5" 226 103 34.0" DOOR WIDTH Capacity Factor: 0.15 101' T47' C 118' T15' C 77' T28' C CODE PLAN LEGEND 2HR FIRE WALL PATH OF EGRESS (OCCUPANT LOAD) EXIT PROVIDED WIDTH / EGRESS CAPACITY REQUIRED WIDTH / EGRESS COUNT ROOM NUMBER AREA OCCUPANT LOAD FACTOR OCCUPANT LOAD EXIT UTILIZED NEW NUMBER OF OCCUPANTS EXITING46 COMMON PATH START POINT T' = TOTAL TRAVEL DISTANCE C' = COMMON PATH OF TRAVEL 1HR STAIR & SHAFT ENCLOSURE NO HATCHSMOKE PARTITION CAPACITY FACTOR USED 1HR FIRE PARTITION 0' T0' C EXISTING 46 101 #-OF ROOM NAME 150 SF A/A-EXIT #-OL 2HR FIRE PARTITION Copyright © LSE Architects, Inc. Project Date Drawn by Checked by Drawing Number No. Date Revision Description These drawings including all design, details, specifications and information, are the sole copyright of LSE Architects, Inc. and are for use on this specific project and shall not be used on any other work without agreement and written permission of LSE Architects, Inc. © FOR R E F E R E N C E O N L Y 6/ 8 / 2 0 2 6 1 0 : 4 9 : 3 8 A M Au t o d e s k D o c s : / / 2 5 . 1 0 4 2 . 0 1 J a m b o A f r i c a n R e s t a u r a n t / J a m b o A f r i c a R e s t a u r a n t _ A R - 2 5 . r v t 25.1042.01 06.09.2026 NK BT A030 CODE REVIEW PLANS JAMBO AFRICA RESTAURANT SCHEMATIC DESIGN 6500 Camden Avenue NE, Brooklyn Center, MN 55430 A030 1/8" = 1'-0"2CODE REVIEW PLAN 2 CODE EXITING AND OCCUPANCY PLAN OCCUPANTS AND PARKING Page 168 of 423 A401 1 A401 2 A401 4 A4013 109 Kitchen 110 Mech 111 Pantry 112 Cooler 113 Freezer 114 Men 115 Family 116 Coats 117 Family 118 Trash 119 Office 120 Storage 121 Patio 200 Vestibule 123 Women 124 Dining 125 Restaurant 25' - 11" 2' - 0" EDBAC 1 2 3 7' - 0"45' - 10"49' - 7"20' - 0" 54 ' - 4 " 25 ' - 0 " 123' - 0" 82 ' - 0 " 4' - 0" 8' - 0" 1' - 3"31' - 0"1' - 3" 38 ' - 0 " 38 ' - 0 " Copyright © LSE Architects, Inc. Project Date Drawn by Checked by Drawing Number No. Date Revision Description These drawings including all design, details, specifications and information, are the sole copyright of LSE Architects, Inc. and are for use on this specific project and shall not be used on any other work without agreement and written permission of LSE Architects, Inc. © FOR R E F E R E N C E O N L Y 6/ 8 / 2 0 2 6 1 0 : 4 9 : 4 6 A M Au t o d e s k D o c s : / / 2 5 . 1 0 4 2 . 0 1 J a m b o A f r i c a n R e s t a u r a n t / J a m b o A f r i c a R e s t a u r a n t _ A R - 2 5 . r v t 25.1042.01 06.09.2026 NK BT A201 LEVEL 1 FLOOR PLAN JAMBO AFRICA RESTAURANT SCHEMATIC DESIGN 6500 Camden Avenue NE, Brooklyn Center, MN 55430 A201 1/8" = 1'-0" 1 LEVEL 1 Page 169 of 423 LEVEL 1 100' - 0" LEVEL 2 112' - 0" ROOF 118' - 0" LIGHT FIXTURES, TYP. SIGNAGE - BACKLIT SIGNAGE - BACKLIT CUSTOM-CUT FIBER CEMENT PANEL, TYP. STONE-LOOK PANEL, TYP. 480 SF Metal Panels 600 SF Glass 140 SF Stone 2,500 SF Fiber Cement Panels 260 SF Stucco EDBAC LIGHT SCONCE, TYP. METAL PANEL LEVEL 1 100' - 0" LEVEL 2 112' - 0" ROOF 118' - 0" 220 SF Glass 1,800 SF Stucco 1,800 SF Metal Panels 60 SF Fiber Cement Panels E D B AC EQ EQ LIGHT SCONCE, TYP.POLE LIGHT, TYP. LEVEL 1 100' - 0" LEVEL 2 112' - 0" ROOF 118' - 0" 33 ' - 4 " 13 ' - 0 " 1,000 SF Stucco 360 SF Glass 580 SF Fiber Cement Panels 120 SF Metal Panels 123 20 SF Stone EQ EQ LIGHT SCONCE, TYP. LEVEL 1 100' - 0" LEVEL 2 112' - 0" ROOF 118' - 0" SIGNAGE - BACKLIT 260 SF Metal Panels 280 SF Glass 420 SF Stucco 1,100 SF Fiber Cement Panels 60 SF Stone 1 2 3 EQ EQ LIGHT SCONCE, TYP. Copyright © LSE Architects, Inc. Project Date Drawn by Checked by Drawing Number No. Date Revision Description These drawings including all design, details, specifications and information, are the sole copyright of LSE Architects, Inc. and are for use on this specific project and shall not be used on any other work without agreement and written permission of LSE Architects, Inc. © FOR R E F E R E N C E O N L Y 6/ 8 / 2 0 2 6 1 0 : 5 0 : 0 3 A M Au t o d e s k D o c s : / / 2 5 . 1 0 4 2 . 0 1 J a m b o A f r i c a n R e s t a u r a n t / J a m b o A f r i c a R e s t a u r a n t _ A R - 2 5 . r v t 25.1042.01 06.09.2026 NK BT A401 BUILDING ELEVATIONS JAMBO AFRICA RESTAURANT SCHEMATIC DESIGN 6500 Camden Avenue NE, Brooklyn Center, MN 55430 A401 1/8" = 1'-0" 1 SOUTH ELEVATION A401 1/8" = 1'-0" 2 NORTH ELEVATION A401 1/8" = 1'-0" 3 EAST ELEVATION A401 1/8" = 1'-0" 4 WEST ELEVATION FACADE MATERIAL PERCENTAGE EVENING RENDERING - FOR REFERENCE ONLY Page 170 of 423 COPYRIGHT CIVIL SITE GROUP INC.c PR O J E C T 2026 ISSUE/SUBMITTAL SUMMARY DATE DESCRIPTION 06/08/2026 DEVELOPMENT APPLICATION PROJECT MANAGER MATT PAVEK CONTACT NUMBER 612-615-0060 X 701 DRAWN BY JR, JH, MP REVIEWED BY MP PROJECT NUMBER 25007 JA M B O A F R I C A R E S T A U R A N T 65 0 0 C A M D E N A V E N . , B R O O K L Y N C E N T E R , M N 5 5 4 3 0 AD R I A N V I R G E S 16 0 1 F R E E W A Y B L V D . # 1 7 4 6 M I N N E A P O L I S , M N 5 5 4 3 0 44263 Matthew R. Pavek LICENSE NO.DATE I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. 06/08/26 Civil Engineering ° Surveying ° Landscape Architecture 5000 Glenwood Avenue Golden Valley, MN 55422 civilsitegroup.com 612-615-0060 OW N E R PRE L I M I N A R Y : NOT F O R CON S T R U C T I O N C0.0 TITLE SHEET JAMBO AFRICA RESTAURANT BROOKLYN CENTER, MINNESOTA SITE LOCATIONSITE LOCATION MAP N ISSUED FOR: DEVELOPMENT APPLICATION PROJECT CONTACTS NAME & ADDRESS CONTACT CIVIL ENGINEER CIVIL SITE GROUP 5000 GLENWOOD AVE GOLDEN VALLEY, MN 55422 MATT PAVEK 612-615-0060 MPAVEK@CIVILSITEGROUP.COM LANDSCAPE ARCHITECT CIVIL SITE GROUP 5000 GLENWOOD AVE GOLDEN VALLEY, MN 55422 PATRICK SARVER 612-615-0060 PSARVER@CIVILSITEGROUP.COM DEVELOPER STEINER CONSTRUCTION 6497 CITY WEST PARKWAY EDEN PRAIRIE, MN 55344 PATRICK CRUIKSHANK 952-475-5138 PATRICK@STEINERCS.COM PROPERTY OWNER ARCHITECT LSE ARCHITECTS 1401 GLENWOOD AVE, MINNEAPOLIS, MN 55405 NIKO KUBOTA 612-343-1010 NKUBOTA@LSE-ARCHITECTS.COM SURVEYOR CIVIL SITE GROUP 5000 GLENWOOD AVE GOLDEN VALLEY, MN 55422 RORY SYNSTELIEN 612-615-0060 X 712 RORY@CIVILSITEGROUP.COM GEOTECHNICAL ENGINEER AMERICAN ENGINEERING TESTING, INC. 550 CLEVELAND AVENUE NORTH ST. PAUL, MN 55114 ROB FLICKINGER 651-659-1301 RFLICKINGER@TEAMAET.COM REVISION SUMMARY DATE DESCRIPTION Know what's below. before you dig.Call R JAMBO AFRICAN RESTAURANT 1601 FREEWAY BLVD., #1746 MINNEAPOLIS, MN 55430 ADRIAN VIRGES 763-208-1456 EMAIL SHEET INDEX SHEET NUMBER SHEET TITLE C0.0 TITLE SHEET C1.0 REMOVALS PLAN C1.1 TREE PRESERVATION PLAN C2.0 SITE PLAN C2.1 TURNING MOVEMENT C3.0 GRADING PLAN C4.0 UTILITY PLAN C5.0 CIVIL DETAILS C5.1 CIVIL DETAILS C5.2 CIVIL DETAILS C5.3 CIVIL DETAILS L1.0 LANDSCAPE PLAN L1.1 LANDSCAPE PLAN NOTES & DETAILS SW1.0 SWPPP - EXISTING CONDITIONS SW1.1 SWPPP - PROPOSED CONDITIONS SW1.2 SWPPP - DETAILS SW1.3 SWPPP - NARRATIVE SW1.4 SWPPP - ATTACHMENTS SW1.5 SWPPP - ATTACHMENTS 1. ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. CONTACT "GOPHER STATE ONE CALL" (651-454-0002 OR 800-252-1166) FOR UTILITY LOCATIONS, 48 HOURS PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL REPAIR OR REPLACE ANY UTILITIES THAT ARE DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. 2. CONTRACTOR SHALL CONFIRM THAT THE EXISTING CONDITIONS FOR THE SITE MATCH WHAT IS SHOWN ON THE DRAWINGS INCLUDED PRIOR TO CONSTRUCTION. 3. ALL NECESSARY INSPECTIONS AND/OR CERTIFICATIONS REQUIRED BY CODES AND/OR UTILITY SERVICES COMPANIES SHALL BE PERFORMED PRIOR TO ANNOUNCED BUILDING POSSESSION AND THE FINAL CONNECTION OF SERVICES. 4. ALL GENERAL CONTRACTOR WORK TO BE COMPLETED (EARTHWORK, FINAL UTILITIES, AND FINAL GRADING) BY THE MILESTONE DATE IN PROJECT DOCUMENTS. 5. CIVIL SITE GROUP SHALL HAVE NO LIABILITY WHATSOEVER FOR ANY COSTS ARISING OUT OF THE CLIENTS DECISION TO OBTAIN BIDS OR PROCEED WITH CONSTRUCTION BEFORE CIVIL SITE GROUP HAS ISSUED FINAL, FULLY-APPROVED AND STAMPED PLANS AND SPECIFICATIONS. THE CLIENT ACKNOWLEDGES THAT ALL PLANS ARE SUBJECT TO SUBSTANTIAL REVISION. CONTRACTOR IS RESPONSIBLE FOR FOLLOWING THE MOST RECENT ISSUANCE OF PLANS FOR CONSTRUCTION PURPOSES. 6. PLAN SET IS NOT USABLE FOR CONSTRUCTION UNTIL PLANS HAVE BEEN FULLY APPROVED AND STAMPED BY THE REQUIRED REVIEWING AUTHORITIES AND NO ADDITIONAL REVIEWS ARE REQUIRED. Page 171 of 423 8 " P V C 8 " V C P 8 " P V C ( P e r R e c . ) 6 " D I P ( P e r R e c . ) 8 " D I P ( P e r R e c . ) 8" DIP (Per Rec.) 8" D I P (P e r R e c . ) Wat. Serv. (Per Rec.) 27" R C P 12" PVC 12" PV C (Per R e c . ) 15" HDPE15" HDPE 1 5 " R C P 12" PVC 27" RCP 12 " P V C St o r m S e w e r (P e r R e c . ) 1 2 " H D P E 1 2 " H D P E 15 PV C 15" HDPE Sto r m S e w e r (Pe r R e c . ) 24 " R C P 3 0 " R C P ( P e r R e c . ) 6 " C I P ( P e r R e c . ) 8 " P V C ( P e r R e c . ) ( A P u b l i c R / W ) C A M D E N A V E N U E N O R T H Bituminous Parking Lot Bituminous Parking Lot Bituminous Parking Lot Bituminous Parking Lot B i t u m i n o u s S i d e w a l k Bituminous Parking Lot Bituminous Parking Lot Bituminous S i d e w a l k Concrete Walkway A c c e s s Concrete Concrete L a n d s c a p i n g R o c k L a n d s c a p i n g R o c k L a n d s c a p i n g R o c k L a n d s c a p i n g R o c k L a n d s c a p i n g R o c k L a n d s c a p i n g R o c k L a n d s c a p i n g R o c k L a n d s c a p i n g R o c k L a n d s c a p i n g R o c k Lands c a p i n g Rock 12 23 23 23 23 30 11 1 1 13 13 13 13 Truncated Dome Pond Edge of Water Edge of Water K e y s t o n e R e t a i n i n g W a l l [17] Access Easement per D o c . Nos. 10490105 & T5482833 [17] Setback Area per Doc. Nos. 10490105 & T5475463 [21] Sidewalk Easement p e r D o c . Nos. 10574763 & T554696 9 Rip-Rap PID: 3611921130145 Address: 6500 Camden Avenue North PID: 3611921130119 Address: 615 66th Avenue North Owner: Jacinta LLC PID: 3611921130118 Address: 6545 West River Road Owner: Realty Income Props 3 LLC PID: 3611921130146 Address: 6420 Camden Avenue North Owner: Vereit Real Estate L P [13] Drainage & Utility Easement per Plat of TOPGOLF ADDITION [13] Drainage & Utility Easement per Plat of TOPGOLF ADDITION [ 1 3 ] D r a i n a g e & U t i l i t y E a s e m e n t p e r P l a t o f T O P G O L F A D D I T I O N [ 1 3 ] D r a i n a g e & U t i l i t y E a s e m e n t p e r P l a t o f T O P G O L F A D D I T I O N [13] Drainage & Utility Easement per Plat of TOPGOLF ADDITION [13] D r a i n a g e & U t i l i t y E a s e m e n t per Pl a t o f T O P G O L F A D D I T I O N [13] Drainage & Utility Easement per Plat of TOPGOLF ADDITION Drainage & Utility Easement per Plat of TOPGOLF 2ND ADDITION Draina g e & U t i l i t y E a s e m e n t p e r Plat o f T O P G O L F 2 N D A D D I T I O N [ A ] B i t u m i n o u s P a r k i n g L o t C r o s s e s P r o p e r t y L i n e [B] Iron Fence Crosses Property Line [17] Sign Easement per Doc. Nos. 10490105 & T5475463 NO BUILDINGS Drainage & Utility Easement per Plat of TOPGOLF 2ND ADDITION 1 2 10 P a r k i n g S t r i p e s p e r A e r i a l M a p p i n g EXISTING TREES TO REMAIN, PROVIDE TREE PROTECTION FENCING, TYP. EXISTING TREES TO REMAIN, PROVIDE TREE PROTECTION FENCING, TYP. REMOVE EXISTING TREE AND ROOT BALL, TYP. REMOVE EXISTING CURB AND GUTTER, TYP. REMOVE EXISTING PAVEMENT (FULL DEPTH) AND BASE MATERIAL, TYP. REMOVE 56 LF OF EXISTING 27" RCP STORM PIPE. SEE UTILITY PLAN FOR PROPOSED REROUTE REMOVE EXISTING LIGHT POLE. REMOVE EXISTING LIGHT POLE. REMOVE EXISTING LIGHT POLE. REMOVE EXISTING SIGN & BASE MATERIAL REMOVE EXISTING CURB AND GUTTER, TYP. REMOVE EXISTING CURB AND GUTTER, TYP. REMOVE EXISTING CURB AND GUTTER, TYP. REMOVE EXISTING CURB AND GUTTER, TYP. REMOVE EXISTING ROCK MULCH, TYP. REMOVE EXISTING ROCK MULCH, TYP. REMOVE EXISTING ROCK MULCH, TYP. REMOVE EXISTING ROCK MULCH, TYP. EXISTING C&G TO REMAIN. PROTECT FROM DAMAGE. TYP. FOR ALL FENCE REMOVALS OR PRESERVATIONS ON LOT LINES: CONTRACTOR SHALL CONFIRM OWNERSHIP OF FENCE PRIOR TO REMOVAL AND COORDINATE WITH ADJACENT PROPERTY OWNER. REMOVE ALL EXISTING PRIVATE UTILITY SERVICES (THAT ARE NOT TO BE REUSED) PER PRIVATE UTILITY COMPANY AND CITY STANDARDS CONTRACTOR SHALL SAWCUT & REMOVE PUBLIC PVMTS., CURBS, AND WALKS FOR INSTALLATION OF UTILITIES. UPON COMPLETION OF UTILITY WORK, REPLACE ALL MATERIAL, IN KIND, AND TO CITY STANDARD AND APPROVAL REMOVE EXISTING CONC. PAVEMENT & BASE MATERIAL REMOVE EXISTING BIT. TRAIL & BASE MATERIAL. SAWCUT & REMOVE EXISTING PAVEMENT & BASE MATERIAL. SAWCUT & REMOVE EXISTING PAVEMENT. COORD. W/ SITE PLAN FOR REPAIR AND/OR REPLACEMENT, TYP. SAWCUT & REMOVE EXISTING PAVEMENT. COORD. W/ SITE PLAN FOR REPAIR AND/OR REPLACEMENT, TYP. EXISTING C&G TO REMAIN. PROTECT FROM DAMAGE. TYP. EXISTING RETAINING WALL TO REMAIN. PROTECT FROM DAMAGE. SEE GRADING PLAN FOR PROPOSED GRADING ADJUSTMENT FOR LOW SIDE OF WALL EXISTING UTILITY BOX TO REMAIN, PROTECT FROM DAMAGE CONSTRUCTION LIMITS REMOVALS PLAN LEGEND: TREE PROTECTION REMOVAL OF PAVEMENT AND ALL BASE MATERIAL, INCLUDING BIT., CONC., AND GRAVEL PVMTS. TREE REMOVAL - INCLUDING ROOTS AND STUMPS COPYRIGHT CIVIL SITE GROUP INC.c PR O J E C T 2026 ISSUE/SUBMITTAL SUMMARY DATE DESCRIPTION 06/08/2026 DEVELOPMENT APPLICATION PROJECT MANAGER MATT PAVEK CONTACT NUMBER 612-615-0060 X 701 DRAWN BY JR, JH, MP REVIEWED BY MP PROJECT NUMBER 25007 JA M B O A F R I C A R E S T A U R A N T 65 0 0 C A M D E N A V E N . , B R O O K L Y N C E N T E R , M N 5 5 4 3 0 AD R I A N V I R G E S 16 0 1 F R E E W A Y B L V D . # 1 7 4 6 M I N N E A P O L I S , M N 5 5 4 3 0 44263 Matthew R. Pavek LICENSE NO.DATE I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. 06/08/26 Civil Engineering ° Surveying ° Landscape Architecture 5000 Glenwood Avenue Golden Valley, MN 55422 civilsitegroup.com 612-615-0060 OW N E R PRE L I M I N A R Y : NOT F O R CON S T R U C T I O N C1.0 REMOVALS PLAN REMOVE CURB AND GUTTER. IF IN RIGHT-OF-WAY, COORDINATE WITH LOCAL GOVERNING UNIT. REMOVAL NOTES:CITY OF BROOKLYN CENTER REMOVAL NOTES: 1. RESERVED FOR CITY SPECIFIC REMOVAL NOTES. 1. ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. CONTACT "GOPHER STATE ONE CALL" (651-454-0002 OR 800-252-1166) FOR UTILITY LOCATIONS, 48 HOURS PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL REPAIR OR REPLACE ANY UTILITIES THAT ARE DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. 2. SEE STORM WATER POLLUTION PREVENTION PLAN (SWPPP) PLAN FOR CONSTRUCTION STORM WATER MANAGEMENT PLAN. 3. REMOVAL OF MATERIALS NOTED ON THE DRAWINGS SHALL BE IN ACCORDANCE WITH MNDOT, STATE AND LOCAL REGULATIONS. 4. REMOVAL OF PRIVATE UTILITIES SHALL BE COORDINATED WITH UTILITY OWNER PRIOR TO CONSTRUCTION ACTIVITIES. 5. EXISTING PAVEMENTS SHALL BE SAWCUT IN LOCATIONS AS SHOWN ON THE DRAWINGS OR THE NEAREST JOINT FOR PROPOSED PAVEMENT CONNECTIONS. 6. REMOVED MATERIALS SHALL BE DISPOSED OF TO A LEGAL OFF-SITE LOCATION AND IN ACCORDANCE WITH STATE AND LOCAL REGULATIONS. 7. ABANDON, REMOVAL, CONNECTION, AND PROTECTION NOTES SHOWN ON THE DRAWINGS ARE APPROXIMATE. COORDINATE WITH PROPOSED PLANS. 8. EXISTING ON-SITE FEATURES NOT NOTED FOR REMOVAL SHALL BE PROTECTED THROUGHOUT THE DURATION OF THE CONTRACT. 9. PROPERTY LINES SHALL BE CONSIDERED GENERAL CONSTRUCTION LIMITS UNLESS OTHERWISE NOTED ON THE DRAWINGS. WORK WITHIN THE GENERAL CONSTRUCTION LIMITS SHALL INCLUDE STAGING, DEMOLITION AND CLEAN-UP OPERATIONS AS WELL AS CONSTRUCTION SHOWN ON THE DRAWINGS. 10. MINOR WORK OUTSIDE OF THE GENERAL CONSTRUCTION LIMITS SHALL BE ALLOWED AS SHOWN ON THE PLAN AND PER CITY REQUIREMENTS. FOR ANY WORK ON ADJACENT PRIVATE PROPERTY, THE CONTRACTOR SHALL OBTAIN WRITTEN PERMISSION FROM THE ADJACENT PROPERTY OWNER PRIOR TO ANY WORK. 11. DAMAGE BEYOND THE PROPERTY LIMITS CAUSED BY CONSTRUCTION ACTIVITY SHALL BE REPAIRED IN A MANNER APPROVED BY THE ENGINEER/LANDSCAPE ARCHITECT OR IN ACCORDANCE WITH THE CITY. 12. PROPOSED WORK (BUILDING AND CIVIL) SHALL NOT DISTURB EXISTING UTILITIES UNLESS OTHERWISE SHOWN ON THE DRAWINGS AND APPROVED BY THE CITY PRIOR TO CONSTRUCTION. 13. SITE SECURITY MAY BE NECESSARY AND PROVIDED IN A MANNER TO PROHIBIT VANDALISM, AND THEFT, DURING AND AFTER NORMAL WORK HOURS, THROUGHOUT THE DURATION OF THE CONTRACT. SECURITY MATERIALS SHALL BE IN ACCORDANCE WITH THE CITY. 14. VEHICULAR ACCESS TO THE SITE SHALL BE MAINTAINED FOR DELIVERY AND INSPECTION ACCESS DURING NORMAL OPERATING HOURS. AT NO POINT THROUGHOUT THE DURATION OF THE CONTRACT SHALL CIRCULATION OF ADJACENT STREETS BE BLOCKED WITHOUT APPROVAL BY THE CITY PRIOR TO CONSTRUCTION ACTIVITIES. 15. ALL TRAFFIC CONTROLS SHALL BE PROVIDED AND ESTABLISHED PER THE REQUIREMENTS OF THE MINNESOTA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MMUTCD) AND THE CITY. THIS SHALL INCLUDE, BUT NOT BE LIMITED TO, SIGNAGE, BARRICADES, FLASHERS, AND FLAGGERS AS NEEDED. ALL PUBLIC STREETS SHALL REMAIN OPEN TO TRAFFIC AT ALL TIMES. NO ROAD CLOSURES SHALL BE PERMITTED WITHOUT APPROVAL BY THE CITY. 16. SHORING FOR BUILDING EXCAVATION MAY BE USED AT THE DISCRETION OF THE CONTRACTOR AND AS APPROVED BY THE OWNERS REPRESENTATIVE AND THE CITY PRIOR TO CONSTRUCTION ACTIVITIES. 17. STAGING, DEMOLITION, AND CLEAN-UP AREAS SHALL BE WITHIN THE PROPERTY LIMITS AS SHOWN ON THE DRAWINGS AND MAINTAINED IN A MANNER AS REQUIRED BY THE CITY. 18. ALL EXISTING SITE TRAFFIC/REGULATORY SIGNAGE TO BE INVENTORIED AND IF REMOVED FOR CONSTRUCTION SHALL BE RETURNED TO LGU. 19. ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. CONTACT "GOPHER STATE ONE CALL" (651-454-0002 OR 800-252-1166) FOR UTILITY LOCATIONS, 48 HOURS PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL REPAIR OR REPLACE ANY UTILITIES THAT ARE DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. SEE SHEET C0.1 FOR GENERAL REMOVAL NOTES SEE SWPPP ON SHEETS SW1.0 - SW1.5 EROSION CONTROL NOTES: CONSTRUCTION LIMITS REVISION SUMMARY DATE DESCRIPTION PROPERTY LINE REMOVAL OF TREES AND VEGETATION INCLUDING STUMPS AND ROOT SYSTEMS 0 1" = 20'-0" 20'-0"10'-0" N Know what's below. before you dig.Call R OWNER INFORMATION JAMBO AFRICAN RESTAURANT 1601 FREEWAY BLVD., #1746 MINNEAPOLIS, MN 55430 ADRIAN VIRGES 763-208-1456 EMAIL Page 172 of 423 8 " P V C 8 " V C P 8 " P V C ( P e r R e c . ) 6 " D I P ( P e r R e c . ) 8 " D I P ( P e r R e c . ) 8" DIP (Per Rec.) 8" D I P (P e r R e c . ) Wat. Serv. (Per Rec.) 27" R C P 12" PVC 12" PV C (Per R e c . ) 15" HDPE15" HDPE 1 5 " R C P 12" PVC 27" RCP 12 " P V C St o r m S e w e r (P e r R e c . ) 1 2 " H D P E 1 2 " H D P E 15 PV C 15" HDPE Sto r m S e w e r (Pe r R e c . ) 24 " R C P 3 0 " R C P ( P e r R e c . ) 6 " C I P ( P e r R e c . ) 8 " P V C ( P e r R e c . ) ( A P u b l i c R / W ) C A M D E N A V E N U E N O R T H Bituminous Parking Lot Bituminous Parking Lot Bituminous Parking Lot Bituminous Parking Lot B i t u m i n o u s S i d e w a l k Bituminous Parking Lot Bituminous Parking Lot Bituminous S i d e w a l k Concrete Walkway A c c e s s Concrete Concrete L a n d s c a p i n g R o c k L a n d s c a p i n g R o c k L a n d s c a p i n g R o c k L a n d s c a p i n g R o c k L a n d s c a p i n g R o c k L a n d s c a p i n g R o c k L a n d s c a p i n g R o c k L a n d s c a p i n g R o c k L a n d s c a p i n g R o c k Lands c a p i n g Rock 12 23 23 23 23 30 11 1 1 13 13 13 13 Truncated Dome Pond Edge of Water Edge of Water K e y s t o n e R e t a i n i n g W a l l [17] Access Easement per Do c . Nos. 10490105 & T5482833 [17] Setback Area per Doc. Nos. 10490105 & T5475463 [21] Sidewalk Easement p e r D o c . Nos. 10574763 & T554696 9 Found 1/2 Inch Iron Pipe w/ Illegible Cap Found 1/2 Inch Iron Pipe w/ Illegible Cap F o u n d 1 / 2 I n c h I r o n P i p e w / C a p N o . 1 5 4 8 0 Found 1/2 Inch Iron Pipe w/ Illegible Cap Rip-Rap PID: 3611921130145 Address: 6500 Camden Avenue North PID: 3611921130119 Address: 615 66th Avenue North Owner: Jacinta LLC PID: 3611921130118 Address: 6545 West River Road Owner: Realty Income Props 3 LLC PID: 3611921130146 Address: 6420 Camden Avenue North Owner: Vereit Real Estate L P [13] Drainage & Utility Easement per Plat of TOPGOLF ADDITION [13] Drainage & Utility Easement per Plat of TOPGOLF ADDITION [ 1 3 ] D r a i n a g e & U t i l i t y E a s e m e n t p e r P l a t o f T O P G O L F A D D I T I O N [ 1 3 ] D r a i n a g e & U t i l i t y E a s e m e n t p e r P l a t o f T O P G O L F A D D I T I O N [13] Drainage & Utility Easement per Plat of TOPGOLF ADDITION [13] D r a i n a g e & U t i l i t y E a s e m e n t per Pl a t o f T O P G O L F A D D I T I O N [13] Drainage & Utility Easement per Plat of TOPGOLF ADDITION Drainage & Utility Easement per Plat of TOPGOLF 2ND ADDITION Draina g e & U t i l i t y E a s e m e n t p e r Plat o f T O P G O L F 2 N D A D D I T I O N [ A ] B i t u m i n o u s P a r k i n g L o t C r o s s e s P r o p e r t y L i n e [B] Iron Fence Crosses Property Line [17] Sign Easement per Doc. Nos. 10490105 & T5475463 NO BUILDINGS Drainage & Utility Easement per Plat of TOPGOLF 2ND ADDITION 1 2 10 P a r k i n g S t r i p e s p e r A e r i a l M a p p i n g S85°28'31"W 475.99 N 0 4 ° 3 1 ' 2 9 " W 1 1 1 . 8 2 N36 ° 3 6 ' 0 1 " E 5 1 . 6 9 N85°28'04"E 261.78 S 0 4 ° 3 5 ' 3 9 " E 1 4 7 . 3 5 S04°33'15"E 3.54 N85°26'44"E 180.05 EXISTING TREES TO REMAIN, PROVIDE TREE PROTECTION FENCING, TYP. EXISTING TREES TO REMAIN, PROVIDE TREE PROTECTION FENCING, TYP. REMOVE EXISTING TREE AND ROOT BALL, TYP. CONSTRUCTION LIMITS TREE PRESERVATION PLAN LEGEND: TREE PROTECTION TREE REMOVAL - INCLUDING ROOTS AND STUMPS COPYRIGHT CIVIL SITE GROUP INC.c PR O J E C T 2026 ISSUE/SUBMITTAL SUMMARY DATE DESCRIPTION 06/08/2026 DEVELOPMENT APPLICATION PROJECT MANAGER MATT PAVEK CONTACT NUMBER 612-615-0060 X 701 DRAWN BY JR, JH, MP REVIEWED BY MP PROJECT NUMBER 25007 JA M B O A F R I C A R E S T A U R A N T 65 0 0 C A M D E N A V E N . , B R O O K L Y N C E N T E R , M N 5 5 4 3 0 AD R I A N V I R G E S 16 0 1 F R E E W A Y B L V D . # 1 7 4 6 M I N N E A P O L I S , M N 5 5 4 3 0 44263 Matthew R. Pavek LICENSE NO.DATE I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. 06/08/26 Civil Engineering ° Surveying ° Landscape Architecture 5000 Glenwood Avenue Golden Valley, MN 55422 civilsitegroup.com 612-615-0060 OW N E R PRE L I M I N A R Y : NOT F O R CON S T R U C T I O N C1.1 TREE PRESERVATION PLAN CONSTRUCTION LIMITS REVISION SUMMARY DATE DESCRIPTION PROPERTY LINE 0 1" = 20'-0" 20'-0"10'-0" N Know what's below. before you dig.Call R TREE PROTECTION N T S 25' DL DRIPLINE WIDTH FURNISH AND INSTALL TEMPORARY FENCE AT THE TREE'S DRIP LINE OR CONSTRUCTION LIMITS AS SHOWN ON PLAN, PRIOR TO ANY CONSTRUCTION. WHERE POSSIBLE PLACE FENCE 25' BEYOND DRIP LINE. PLACE TREE PROTECTION SIGN ON POSTS, ONE PER INDIVIDUAL TREE (FACING CONSTRUCTION ACTIVITY), OR ONE EVERY 100' LF ALONG A GROVE OR MULTI-TREE PROTECTION AREA. POSTS AND FENCING EXTEND FENCE 25' BEYOND DRIPLINE WHERE POSSIBLE TREE PROTECTION SIGN, TYP. TREE DRIPLINE, OR CONSTRUCTION LIMITS 1 Page 173 of 423 8 " P V C 8 " V C P 8 " P V C ( P e r R e c . ) 6 " D I P ( P e r R e c . ) 8 " D I P ( P e r R e c . ) 8" DIP (Per Rec.) 8" D I P (P e r R e c . ) Wat. Serv. (Per Rec.) 27" R C P 12" PVC 12" PV C (Per R e c . ) 15" HDPE15" HDPE 1 5 " R C P 12" PVC 27" RCP 12 " P V C St o r m S e w e r (P e r R e c . ) 1 2 " H D P E 1 2 " H D P E 15 PV C 15" HDPE Sto r m S e w e r (Pe r R e c . ) 24 " R C P 3 0 " R C P ( P e r R e c . ) 6 " C I P ( P e r R e c . ) 8 " P V C ( P e r R e c . ) ( A P u b l i c R / W ) C A M D E N A V E N U E N O R T H Bituminous Parking Lot Bituminous Parking Lot Bituminous Parking Lot B i t u m i n o u s S i d e w a l k Bituminous Parking Lot Bituminous Parking Lot Bituminous S i d e w a l k Concrete Walkway A c c e s s Concrete L a n d s c a p i n g R o c k L a n d s c a p i n g R o c k L a n d s c a p i n g R o c k L a n d s c a p i n g R o c k L a n d s c a p i n g R o c k Lands c a p i n g Rock 12 23 23 23 23 30 Pond Edge of Water Edge of Water K e y s t o n e R e t a i n i n g W a l l [17] Access Easement per Do c . Nos. 10490105 & T5482833 [17] Setback Area per Doc. Nos. 10490105 & T5475463 [21] Sidewalk Easement p e r D o c . Nos. 10574763 & T554696 9 Found 1/2 Inch Iron Pipe w/ Illegible Cap Found 1/2 Inch Iron Pipe w/ Illegible Cap F o u n d 1 / 2 I n c h I r o n P i p e w / C a p N o . 1 5 4 8 0 Found 1/2 Inch Iron Pipe w/ Illegible Cap Rip-Rap PID: 3611921130119 Address: 615 66th Avenue North Owner: Jacinta LLC PID: 3611921130118 Address: 6545 West River Road Owner: Realty Income Props 3 LLC PID: 3611921130146 Address: 6420 Camden Avenue North Owner: Vereit Real Estate L P [13] Drainage & Utility Easement per Plat of TOPGOLF ADDITION [13] Drainage & Utility Easement per Plat of TOPGOLF ADDITION [ 1 3 ] D r a i n a g e & U t i l i t y E a s e m e n t p e r P l a t o f T O P G O L F A D D I T I O N [ 1 3 ] D r a i n a g e & U t i l i t y E a s e m e n t p e r P l a t o f T O P G O L F A D D I T I O N [13] Drainage & Utility Easement per Plat of TOPGOLF ADDITION [13] D r a i n a g e & U t i l i t y E a s e m e n t per Pl a t o f T O P G O L F A D D I T I O N [13] Drainage & Utility Easement per Plat of TOPGOLF ADDITION Drainage & Utility Easement per Plat of TOPGOLF 2ND ADDITION Draina g e & U t i l i t y E a s e m e n t p e r Plat o f T O P G O L F 2 N D A D D I T I O N [ A ] B i t u m i n o u s P a r k i n g L o t C r o s s e s P r o p e r t y L i n e [B] Iron Fence Crosses Property Line [17] Sign Easement per Doc. Nos. 10490105 & T5475463 NO BUILDINGS Drainage & Utility Easement per Plat of TOPGOLF 2ND ADDITION S85°28'31"W 475.99 N 0 4 ° 3 1 ' 2 9 " W 1 1 1 . 8 2 N36 ° 3 6 ' 0 1 " E 5 1 . 6 9 N85°28'04"E 261.78 S 0 4 ° 3 5 ' 3 9 " E 1 4 7 . 3 5 S04°33'15"E 3.54 N85°26'44"E 180.05 3 5 ' R E A R Y A R D B L D G . S E T B A C K 24.1 6. 0 2 2 . 0 3 0 . 3 35.7 35.6 4 2 . 7 4 2 . 7 9.0 1 8 . 0 18.0 9 . 0 24.3 2 4 . 1 2 4 . 1 6 . 0 5.0 5 . 0 10.5 5.0 7.0 10 4 4 3 3 . 8 3 . 9 5 . 0 1 8 . 5 6 INCLUDE YELLOW NO PARKING PAVEMENT MARKINGS IN TURNAROUND AREA 1 6 . 8 9. 2 1 7 . 0 PASSENGER VEHICLE & DELIVERY VEHICLE TRUCK TURN AROUND AREA. TRASH ENCLOSURE, SEE DETAIL WAYFINDING SIGN. EMPLOYEE PARKING ONLY AREA WAYFINDING SIGN. EMPLOYEE PARKING ONLY AREA UTILITY/TRANSFORMER PAD, POTENTIAL LOCATION. COORD. W/ MECH'L PLANS & UTILITY CO. 158 TOTAL PROPOSED PARKING SPACES 7.0 5.0 4 . 3 EMPLOYEE ONLY PARKING 10.7 8.0 1 6 . 8 1 6 . 8 30.0 VALLEY GUTTER, SEE DETAIL. 6' HT. BLACK GALVANIZED ALUMINUM ORNAMENTAL FENCE, TYP. POTENTIAL 6' HT. BLACK GALVANIZED CHAINLINK FENCE, TYP. CONC. RISERS. INCL. RAILING. SEE GRADING PLAN FOR ELEVATIONS. COORD. W/ ARCH'L PLANS. CONSTRUCTION LIMITS PROPERTY LINE SEGMENTAL BLOCK RETAINING WALL, TYP. SEE GRADING PLAN FOR ELEVATION AGAINST WALL. INC'L FENCE ATOP WALL & DRAIN TILE BEHIND WALL. SHOP DRAWINGS REQ'D. DESIGNED BY OTHERS. 4.0 CURB CUT SEE GRADING PLAN. ACCESSIBLE ROUTE ARROW. DO NOT PAINT, FOR CODE REVIEW ONLY, TYP. REPLACE CURB AND GUTTER TO MATCH EXISTING, TYP. ACCESSIBLE PARKING SPACE, INCL. SIGNAGE, STRIPING AND RAMPS BIT. PVMT., TYP, SEE FINAL GEOTECH FOR THICKNESS CONCRETE SIDEWALK, TYP. B612 C&G, TYP. PVMT. MARKINGS, TYP PVMT. MARKINGS, TYPCONTRACTOR IS RESPONSIBLE TO INSTALL ANY SIDEWALK AND CURBING PER DESIGN PLAN. CONTRACTOR TO VERIFY ALL CURBS AND SIDEWALKS WILL DRAIN PROPERLY IN FIELD CONDITIONS. CONTRACTOR MUST CONTACT THE CIVIL ENGINEER 24-HOURS PRIOR TO ANY CURB AND/OR SIDEWALK INSTALLATION TO REVIEW AND INSPECT CURB STAKES. CONTRACTOR IS RESPONSIBLE FOR ANY CURB OR SIDEWALK REPLACEMENT IF THIS PROCEDURE IS NOT FOLLOWED. PVMT. MARKINGS, TYP VALLEY GUTTER, SEE DETAIL. CONCRETE SIDEWALK, TYP. CONCRETE SIDEWALK, TYP. REPLACE CURB AND GUTTER TO MATCH EXISTING, TYP. REPLACE CURB AND GUTTER TO MATCH EXISTING, TYP. REPLACE CURB AND GUTTER TO MATCH EXISTING, TYP.B612 C&G, TYP. B612 C&G, TYP. PROPERTY LINE PROPERTY LINE COPYRIGHT CIVIL SITE GROUP INC.c PR O J E C T 2026 ISSUE/SUBMITTAL SUMMARY DATE DESCRIPTION 06/08/2026 DEVELOPMENT APPLICATION PROJECT MANAGER MATT PAVEK CONTACT NUMBER 612-615-0060 X 701 DRAWN BY JR, JH, MP REVIEWED BY MP PROJECT NUMBER 25007 JA M B O A F R I C A R E S T A U R A N T 65 0 0 C A M D E N A V E N . , B R O O K L Y N C E N T E R , M N 5 5 4 3 0 AD R I A N V I R G E S 16 0 1 F R E E W A Y B L V D . # 1 7 4 6 M I N N E A P O L I S , M N 5 5 4 3 0 44263 Matthew R. Pavek LICENSE NO.DATE I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. 06/08/26 Civil Engineering ° Surveying ° Landscape Architecture 5000 Glenwood Avenue Golden Valley, MN 55422 civilsitegroup.com 612-615-0060 OW N E R PRE L I M I N A R Y : NOT F O R CON S T R U C T I O N SITE LAYOUT NOTES: SITE PLAN LEGEND: TRAFFIC DIRECTIONAL ARROW PAVEMENT MARKINGS SIGN AND POST ASSEMBLY. SHOP DRAWINGS REQUIRED. HC = ACCESSIBLE SIGN NP = NO PARKING FIRE LANE ST = STOP CP = COMPACT CAR PARKING ONLY PROPERTY LINE CURB AND GUTTER-SEE NOTES (T.O.) TIP OUT GUTTER WHERE APPLICABLE-SEE PLAN LIGHT DUTY BITUMINOUS PAVEMENT (IF APPLICABLE). SEE GEOTECHNICAL REPORT FOR AGGREGATE BASE & WEAR COURSE DEPTH, SEE DETAIL. HEAVY DUTY BITUMINOUS PAVEMENT (IF APPLICABLE). SEE GEOTECHNICAL REPORT FOR AGGREGATE BASE & WEAR COURSE DEPTH, SEE DETAIL. CONSTRUCTION LIMITS TO CITY OF BROOKLYN CENTER SITE SPECIFIC NOTES: 1. RESERVED FOR CITY SPECIFIC SITE NOTES. ACCESSIBILITY ROUTE ARROW (IF APPLICABLE) DO NOT PAINT. 1. ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. CONTACT "GOPHER STATE ONE CALL" (651-454-0002 OR 800-252-1166) FOR UTILITY LOCATIONS, 48 HOURS PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL REPAIR OR REPLACE ANY UTILITIES THAT ARE DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. 2. CONTRACTOR SHALL VERIFY LOCATIONS AND LAYOUT OF ALL SITE ELEMENTS PRIOR TO BEGINNING CONSTRUCTION, INCLUDING BUT NOT LIMITED TO, LOCATIONS OF EXISTING AND PROPOSED PROPERTY LINES, EASEMENTS, SETBACKS, UTILITIES, BUILDINGS AND PAVEMENTS. CONTRACTOR IS RESPONSIBLE FOR FINAL LOCATIONS OF ALL ELEMENTS FOR THE SITE. ANY REVISIONS REQUIRED AFTER COMMENCEMENT OF CONSTRUCTION, DUE TO LOCATIONAL ADJUSTMENTS SHALL BE CORRECTED AT NO ADDITIONAL COST TO OWNER. ADJUSTMENTS TO THE LAYOUT SHALL BE APPROVED BY THE ENGINEER/LANDSCAPE ARCHITECT PRIOR TO INSTALLATION OF MATERIALS. STAKE LAYOUT FOR APPROVAL. 3. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS PRIOR TO CONSTRUCTION, INCLUDING A RIGHT-OF-WAY AND STREET OPENING PERMIT. 4. THE CONTRACTOR SHALL VERIFY RECOMMENDATIONS NOTED IN THE GEO TECHNICAL REPORT PRIOR TO INSTALLATION OF SITE IMPROVEMENT MATERIALS. 5. CONTRACTOR SHALL FIELD VERIFY COORDINATES AND LOCATION DIMENSIONS & ELEVATIONS OF THE BUILDING AND STAKE FOR REVIEW AND APPROVAL BY THE OWNERS REPRESENTATIVE PRIOR TO INSTALLATION OF FOOTING MATERIALS. 6. LOCATIONS OF STRUCTURES, ROADWAY PAVEMENTS, CURBS AND GUTTERS, BOLLARDS, AND WALKS ARE APPROXIMATE AND SHALL BE STAKED IN THE FIELD, PRIOR TO INSTALLATION, FOR REVIEW AND APPROVAL BY THE ENGINEER/LANDSCAPE ARCHITECT. 7. CURB DIMENSIONS SHOWN ARE TO FACE OF CURB. BUILDING DIMENSIONS ARE TO FACE OF CONCRETE FOUNDATION. LOCATION OF BUILDING IS TO BUILDING FOUNDATION AND SHALL BE AS SHOWN ON THE DRAWINGS. 8. THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS OR SAMPLES AS SPECIFIED FOR REVIEW AND APPROVAL BY THE ENGINEER/LANDSCAPE ARCHITECT PRIOR TO FABRICATION FOR ALL PREFABRICATED SITE IMPROVEMENT MATERIALS SUCH AS, BUT NOT LIMITED TO THE FOLLOWING, FURNISHINGS, PAVEMENTS, WALLS, RAILINGS, BENCHES, FLAGPOLES, LANDING PADS FOR CURB RAMPS, AND LIGHT AND POLES. THE OWNER RESERVES THE RIGHT TO REJECT INSTALLED MATERIALS NOT PREVIOUSLY APPROVED. 9. PEDESTRIAN CURB RAMPS SHALL BE CONSTRUCTED WITH TRUNCATED DOME LANDING AREAS IN ACCORDANCE WITH A.D.A. REQUIREMENTS-SEE DETAIL. 10. CROSSWALK STRIPING SHALL BE 24" WIDE WHITE PAINTED LINE, SPACED 48" ON CENTER PERPENDICULAR TO THE FLOW OF TRAFFIC. WIDTH OF CROSSWALK SHALL BE 5' WIDE. ALL OTHER PAVEMENT MARKINGS SHALL BE WHITE IN COLOR UNLESS OTHERWISE NOTED OR REQUIRED BY ADA OR LOCAL GOVERNING BODIES. 11. SEE SITE PLAN FOR CURB AND GUTTER TYPE. TAPER BETWEEN CURB TYPES-SEE DETAIL. 12. ALL CURB RADII ARE MINIMUM 3' UNLESS OTHERWISE NOTED. 13. CONTRACTOR SHALL REFER TO FINAL PLAT FOR LOT BOUNDARIES, NUMBERS, AREAS AND DIMENSIONS PRIOR TO SITE IMPROVEMENTS. 14. FIELD VERIFY ALL EXISTING SITE CONDITIONS, DIMENSIONS. 15. PARKING IS TO BE SET PARALLEL OR PERPENDICULAR TO EXISTING BUILDING UNLESS NOTED OTHERWISE. 16. ALL PARKING LOT PAINT STRIPING TO BE WHITE, 4" WIDE TYP. 17. BITUMINOUS PAVING TO BE "LIGHT DUTY" UNLESS OTHERWISE NOTED. SEE DETAIL SHEETS FOR PAVEMENT SECTIONS. 18. ALL TREES THAT ARE TO REMAIN ARE TO BE PROTECTED FROM DAMAGE WITH A CONSTRUCTION FENCE AT THE DRIP LINE. SEE LANDSCAPE DOCUMENTS. 19. CONTRACTOR IS RESPONSIBLE TO INSTALL ANY SIDEWALK AND CURBING PER DESIGN PLAN. CONTRACTOR TO VERIFY ALL CURBS AND SIDEWALKS WILL DRAIN PROPERLY IN FIELD CONDITIONS. CONTRACTOR MUST CONTACT THE CIVIL ENGINEER 24-HOURS PRIOR TO ANY CURB AND/OR SIDEWALK INSTALLATION TO REVIEW AND INSPECT CURB STAKES. CONTRACTOR IS RESPONSIBLE FOR ANY CURB OR SIDEWALK REPLACEMENT IF THIS PROCEDURE IS NOT FOLLOWED. 20. FINISH GRADING FOR HARDSCAPE AREAS IE. PARKING LOTS, CURBS, SIDEWALKS SHALL BE WITHIN 0.05 FEET. ADA AREAS MUST COMPLY WITH REQUIREMENTS ON PLANS AND ADA REGULATIONS. TOLERANCE WITHIN ADA AREAS IS 0.00 FEET DISCUSS ANY DEVIATIONS WITH ENGINEER PRIOR TO CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR ANY CURB, SIDEWALK AND/OR PAVEMENT REPLACEMENT THAT DOES NOT MEET TOLERANCE/ADA REQUIREMENTS. CONCRETE PAVEMENT (IF APPLICABLE) AS SPECIFIED (PAD OR WALK) SEE GEOTECHNICAL REPORT FOR AGGREGATE BASE & CONCRETE DEPTHS, WITHIN ROW SEE CITY DETAIL, WITHIN PRIVATE PROPERTY SEE CSG DETAIL OPERATIONAL NOTES SNOW REMOVAL ALL SNOW SHALL BE STORED ON-SITE OUTSIDE PARKING LOT. WHEN FULL, REMOVAL CO. SHALL REMOVE EXCESS OFF-SITE. TRASH REMOVAL TRASH SHALL BE PLACED IN EXTERIOR TRASH AREA AND REMOVED BY COMMERCIAL CO. WEEKLY. DELIVERIES DELIVERIES SHALL OCCUR AT THE FRONT DOOR VIA STANDARD COMMERCIAL DELIVERY VEHICLES (UPS, FED-EX, USPS). REVISION SUMMARY DATE DESCRIPTION C2.0 SITE PLAN SEE SHEET C0.1 FOR GENERAL SITE NOTES 0 1" = 20'-0" 20'-0"10'-0" N Know what's below. before you dig.Call R OWNER INFORMATION JAMBO AFRICAN RESTAURANT 1601 FREEWAY BLVD., #1746 MINNEAPOLIS, MN 55430ADRIAN VIRGES 763-208-1456 EMAIL CURB TAPER Page 174 of 423 8 " P V C 8 " V C P 8 " P V C ( P e r R e c . ) Bituminous Parking Lot Bituminous Parking Lot Concrete L a n d s c a p i n g R o c k L a n d s c a p i n g R o c k L a n d s c a p i n g R o c k Lands c a p i n g Rock Pond Edge of Water Edge of Water K e y s t o n e R e t a i n i n g W a l l Rip-Rap PID: 3611921130118 Address: 6545 West River Road Owner: Realty Income Props 3 LLC PID: 3611921130146 Address: 6420 Camden Avenue North Owner: Vereit Real Estate L P [ A ] B i t u m i n o u s P a r k i n g L o t C r o s s e s P r o p e r t y L i n e CONSTRUCTION LIMITS 8 " P V C 8 " V C P 8 " P V C ( P e r R e c . ) Bituminous Parking Lot Bituminous Parking Lot Concrete L a n d s c a p i n g R o c k L a n d s c a p i n g R o c k L a n d s c a p i n g R o c k Lands c a p i n g Rock Pond Edge of Water Edge of Water K e y s t o n e R e t a i n i n g W a l l Rip-Rap PID: 3611921130118 Address: 6545 West River Road Owner: Realty Income Props 3 LLC PID: 3611921130146 Address: 6420 Camden Avenue North Owner: Vereit Real Estate L P [ A ] B i t u m i n o u s P a r k i n g L o t C r o s s e s P r o p e r t y L i n e CONSTRUCTION LIMITS COPYRIGHT CIVIL SITE GROUP INC.c PR O J E C T 2026 ISSUE/SUBMITTAL SUMMARY DATE DESCRIPTION 06/08/2026 DEVELOPMENT APPLICATION PROJECT MANAGER MATT PAVEK CONTACT NUMBER 612-615-0060 X 701 DRAWN BY JR, JH, MP REVIEWED BY MP PROJECT NUMBER 25007 JA M B O A F R I C A R E S T A U R A N T 65 0 0 C A M D E N A V E N . , B R O O K L Y N C E N T E R , M N 5 5 4 3 0 AD R I A N V I R G E S 16 0 1 F R E E W A Y B L V D . # 1 7 4 6 M I N N E A P O L I S , M N 5 5 4 3 0 44263 Matthew R. Pavek LICENSE NO.DATE I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. 06/08/26 Civil Engineering ° Surveying ° Landscape Architecture 5000 Glenwood Avenue Golden Valley, MN 55422 civilsitegroup.com 612-615-0060 OW N E R PRE L I M I N A R Y : NOT F O R CON S T R U C T I O N REVISION SUMMARY DATE DESCRIPTION C2.1 VEHICLE TURNING MOVEMENT DIAGRAM Know what's below. before you dig.Call R 0 1" = 20'-0" 20'-0"10'-0"N1TURNING MOVEMENT EXHIBIT - GARBAGE TRUCK REVERSE MOVEMENT 0 1" = 20'-0" 20'-0"10'-0"N2TURNING MOVEMENT EXHIBIT - PASSENGER VEHICLE REVERSE MOVEMENT Page 175 of 423 8 " P V C 8 " V C P 8 " P V C ( P e r R e c . ) Bituminous Parking Lot Bituminous Parking Lot Concrete L a n d s c a p i n g R o c k L a n d s c a p i n g R o c k L a n d s c a p i n g R o c k Lands c a p i n g Rock Pond Edge of Water Edge of Water K e y s t o n e R e t a i n i n g W a l l Rip-Rap PID: 3611921130118 Address: 6545 West River Road Owner: Realty Income Props 3 LLC PID: 3611921130146 Address: 6420 Camden Avenue North Owner: Vereit Real Estate L P [ A ] B i t u m i n o u s P a r k i n g L o t C r o s s e s P r o p e r t y L i n e CONSTRUCTION LIMITS 8 " P V C 8 " V C P 8 " P V C ( P e r R e c . ) Bituminous Parking Lot Bituminous Parking Lot Concrete L a n d s c a p i n g R o c k L a n d s c a p i n g R o c k L a n d s c a p i n g R o c k Lands c a p i n g Rock Pond Edge of Water Edge of Water K e y s t o n e R e t a i n i n g W a l l Rip-Rap PID: 3611921130118 Address: 6545 West River Road Owner: Realty Income Props 3 LLC PID: 3611921130146 Address: 6420 Camden Avenue North Owner: Vereit Real Estate L P [ A ] B i t u m i n o u s P a r k i n g L o t C r o s s e s P r o p e r t y L i n e CONSTRUCTION LIMITS COPYRIGHT CIVIL SITE GROUP INC.c PR O J E C T 2026 ISSUE/SUBMITTAL SUMMARY DATE DESCRIPTION 06/08/2026 DEVELOPMENT APPLICATION PROJECT MANAGER MATT PAVEK CONTACT NUMBER 612-615-0060 X 701 DRAWN BY JR, JH, MP REVIEWED BY MP PROJECT NUMBER 25007 JA M B O A F R I C A R E S T A U R A N T 65 0 0 C A M D E N A V E N . , B R O O K L Y N C E N T E R , M N 5 5 4 3 0 AD R I A N V I R G E S 16 0 1 F R E E W A Y B L V D . # 1 7 4 6 M I N N E A P O L I S , M N 5 5 4 3 0 44263 Matthew R. Pavek LICENSE NO.DATE I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. 06/08/26 Civil Engineering ° Surveying ° Landscape Architecture 5000 Glenwood Avenue Golden Valley, MN 55422 civilsitegroup.com 612-615-0060 OW N E R PRE L I M I N A R Y : NOT F O R CON S T R U C T I O N REVISION SUMMARY DATE DESCRIPTION Know what's below. before you dig.Call R C2.2 VEHICLE TURNING MOVEMENT DIAGRAM 0 1" = 20'-0" 20'-0"10'-0"N1TURNING MOVEMENT EXHIBIT - GARBAGE TRUCK TURNAROUND MOVEMENT 0 1" = 20'-0" 20'-0"10'-0"N2TURNING MOVEMENT EXHIBIT - PASSENGER VEHICLE TURNAROUND MOVEMENT Page 176 of 423 8 " P V C 8 " V C P 8 " P V C ( P e r R e c . ) 6 " D I P ( P e r R e c . ) 8 " D I P ( P e r R e c . ) 8" DIP (Per Rec.) 8" D I P (P e r R e c . ) Wat. Serv. (Per Rec.) 27" RC P 12" PVC 12" PV C (Per R e c . ) 15" HDPE15" HDPE 1 5 " R C P 12" PVC 27" RCP 12 " P V C St o r m S e w e r (P e r R e c . ) 1 2 " H D P E 1 2 " H D P E 15 PV C 15" HDPE Sto r m S e w e r (Pe r R e c . ) 24 " R C P 3 0 " R C P ( P e r R e c . ) 6 " C I P ( P e r R e c . ) 8 " P V C ( P e r R e c . ) ( A P u b l i c R / W ) C A M D E N A V E N U E N O R T H Bituminous Parking Lot Bituminous Parking Lot Bituminous Parking Lot B i t u m i n o u s S i d e w a l k Bituminous Parking Lot Bituminous Parking Lot Bituminous S i d e w a l k Concrete Walkway A c c e s s Concrete L a n d s c a p i n g R o c k L a n d s c a p i n g R o c k L a n d s c a p i n g R o c k L a n d s c a p i n g R o c k L a n d s c a p i n g R o c k Lands c a p i n g Rock 12 23 23 23 23 30 Pond Edge of Water Edge of Water K e y s t o n e R e t a i n i n g W a l l [17] Access Easement per D o c . Nos. 10490105 & T5482833 [17] Setback Area per Doc. Nos. 10490105 & T5475463 [21] Sidewalk Easement p e r D o c . Nos. 10574763 & T55469 6 9 Found 1/2 Inch Iron Pipe w/ Illegible Cap Found 1/2 Inch Iron Pipe w/ Illegible Cap F o u n d 1 / 2 I n c h I r o n P i p e w / C a p N o . 1 5 4 8 0 Found 1/2 Inch Iron Pipe w/ Illegible Cap Rip-Rap PID: 3611921130145 Address: 6500 Camden Avenue North PID: 3611921130119 Address: 615 66th Avenue North Owner: Jacinta LLC PID: 3611921130118 Address: 6545 West River Road Owner: Realty Income Props 3 LLC PID: 3611921130146 Address: 6420 Camden Avenue North Owner: Vereit Real Estate L P [13] Drainage & Utility Easement per Plat of TOPGOLF ADDITION [13] Drainage & Utility Easement per Plat of TOPGOLF ADDITION [ 1 3 ] D r a i n a g e & U t i l i t y E a s e m e n t p e r P l a t o f T O P G O L F A D D I T I O N [ 1 3 ] D r a i n a g e & U t i l i t y E a s e m e n t p e r P l a t o f T O P G O L F A D D I T I O N [13] Drainage & Utility Easement per Plat of TOPGOLF ADDITION [13] D r a i n a g e & U t i l i t y E a s e m e n t per Pl a t o f T O P G O L F A D D I T I O N [13] Drainage & Utility Easement per Plat of TOPGOLF ADDITION Drainage & Utility Easement per Plat of TOPGOLF 2ND ADDITION Draina g e & U t i l i t y E a s e m e n t p e r Plat o f T O P G O L F 2 N D A D D I T I O N PARCEL A The N Line of REGISTERED L A N D SURVEY NO. 678 & its W'ly E x t e n s i o n PARCEL B PARCEL C [ A ] B i t u m i n o u s P a r k i n g L o t C r o s s e s P r o p e r t y L i n e [B] Iron Fence Crosses Property Line [17] Sign Easement per Doc. Nos. 10490105 & T5475463 NO BUILDINGS Drainage & Utility Easement per Plat of TOPGOLF 2ND ADDITION S85°28'31"W 475.99 N 0 4 ° 3 1 ' 2 9 " W 1 1 1 . 8 2 N36 ° 3 6 ' 0 1 " E 5 1 . 6 9 N85°28'04"E 261.78 S 0 4 ° 3 5 ' 3 9 " E 1 4 7 . 3 5 S04°33'15"E 3.54 N85°26'44"E 180.05 CONSTRUCTION LIMITS EOF= 834.82 EOF= 832.25 COPYRIGHT CIVIL SITE GROUP INC.c PR O J E C T 2026 ISSUE/SUBMITTAL SUMMARY DATE DESCRIPTION 06/08/2026 DEVELOPMENT APPLICATION PROJECT MANAGER MATT PAVEK CONTACT NUMBER 612-615-0060 X 701 DRAWN BY JR, JH, MP REVIEWED BY MP PROJECT NUMBER 25007 JA M B O A F R I C A R E S T A U R A N T 65 0 0 C A M D E N A V E N . , B R O O K L Y N C E N T E R , M N 5 5 4 3 0 AD R I A N V I R G E S 16 0 1 F R E E W A Y B L V D . # 1 7 4 6 M I N N E A P O L I S , M N 5 5 4 3 0 44263 Matthew R. Pavek LICENSE NO.DATE I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. 06/08/26 Civil Engineering ° Surveying ° Landscape Architecture 5000 Glenwood Avenue Golden Valley, MN 55422 civilsitegroup.com 612-615-0060 OW N E R PRE L I M I N A R Y : NOT F O R CON S T R U C T I O N C3.0 GRADING PLAN GENERAL GRADING NOTES: 1.0' CONTOUR ELEVATION INTERVAL GRADING PLAN LEGEND: SPOT GRADE ELEVATION GUTTER SPOT GRADE ELEVATION TOP OF CURB SPOT GRADE ELEVATION BOTTOM OF STAIRS/TOP OF STAIRS CITY OF BROOKLYN CENTER GRADING NOTES: 1. RESERVED FOR CITY SPECIFIC GRADING NOTES. EX. 1' CONTOUR ELEVATION INTERVAL SPOT GRADE ELEVATION (GUTTER/FLOW LINE UNLESS OTHERWISE NOTED) CURB AND GUTTER (T.O = TIP OUT) EMERGENCY OVERFLOW 41.26 1125 891.00 G 891.00 TC 891.00 BS/TS 1137 EOF=1135.52 TO SPOT GRADE ELEVATION MATCH EXISTING891.00 ME GB GRADE BREAK - HIGH POINTS 1. CONTRACTOR SHALL VERIFY ALL BUILDING ELEVATIONS, (FFE, LFE, GFE), PRIOR TO CONSTRUCTION BY CROSS CHECKING WITH ARCHITECTURAL, STRUCTURAL AND CIVIL ELEVATIONS FOR EQUIVALENT "100" ELEVATIONS. THIS MUST BE DONE PRIOR TO EXCAVATION AND INSTALLATION OF ANY FOOTING MATERIALS. VERIFICATION OF THIS COORDINATION SHALL BE CONFIRMED IN WRITING BY CIVIL, SURVEYOR, ARCHITECTURAL, STRUCTURAL AND CONTRACTOR PRIOR TO CONSTRUCTION. 2. ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. CONTACT "GOPHER STATE ONE CALL" (651-454-0002 OR 800-252-1166) FOR UTILITY LOCATIONS, 48 HOURS PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL REPAIR OR REPLACE ANY UTILITIES THAT ARE DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. 3. SEE SITE PLAN FOR HORIZONTAL LAYOUT & GENERAL GRADING NOTES. 4. THE CONTRACTOR SHALL COMPLETE THE SITE GRADING CONSTRUCTION (INCLUDING BUT NOT LIMITED TO SITE PREPARATION, SOIL CORRECTION, EXCAVATION, EMBANKMENT, ETC.) IN ACCORDANCE WITH THE REQUIREMENTS OF THE OWNER'S SOILS ENGINEER. ALL SOIL TESTING SHALL BE COMPLETED BY THE OWNER'S SOILS ENGINEER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL REQUIRED SOIL TESTS AND INSPECTIONS WITH THE SOILS ENGINEER. 5. ANY ELEMENTS OF AN EARTH RETENTION SYSTEM AND RELATED EXCAVATIONS THAT FALL WITHIN THE PUBLIC RIGHT OF WAY WILL REQUIRE A “RIGHT OF WAY EXCAVATION PERMIT”. CONTRACTOR IS RESPONSIBLE FOR AQUIRING THIS PERMIT PRIOR TO CONSTRUCTION IF APPLICABLE 6. GRADING AND EXCAVATION ACTIVITIES SHALL BE PERFORMED IN ACCORDANCE WITH THE NATIONAL POLLUTION DISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT REQUIREMENTS & PERMIT REQUIREMENTS OF THE CITY. 7. PROPOSED SPOT GRADES ARE FLOW-LINE FINISHED GRADE ELEVATIONS, UNLESS OTHERWISE NOTED. 8. GRADES OF WALKS SHALL BE INSTALLED WITH 5% MAX. LONGITUDINAL SLOPE AND 1% MIN. AND 2% MAX. CROSS SLOPE, UNLESS OTHERWISE NOTED. 9. PROPOSED SLOPES SHALL NOT EXCEED 3:1 UNLESS INDICATED OTHERWISE ON THE DRAWINGS. MAXIMUM SLOPES IN MAINTAINED AREAS IS 4:1. 10. PROPOSED RETAINING WALLS, FREESTANDING WALLS, OR COMBINATION OF WALL TYPES GREATER THAN 4' IN HEIGHT SHALL BE DESIGNED AND ENGINEERED BY A REGISTERED RETAINING WALL ENGINEER. DESIGN DRAWINGS SHALL BE SUBMITTED FOR REVIEW AND APPROVAL PRIOR TO CONSTRUCTION. 11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTENANCE OF GRADE STAKES THROUGHOUT THE DURATION OF CONSTRUCTION TO ESTABLISH PROPER GRADES. THE CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR A FINAL FIELD CHECK OF FINISHED GRADES ACCEPTABLE TO THE ENGINEER/LANDSCAPE ARCHITECT PRIOR TO TOPSOIL AND SODDING ACTIVITIES. 12. IF EXCESS OR SHORTAGE OF SOIL MATERIAL EXISTS, THE CONTRACTOR SHALL TRANSPORT ALL EXCESS SOIL MATERIAL OFF THE SITE TO AN AREA SELECTED BY THE CONTRACTOR, OR IMPORT SUITABLE MATERIAL TO THE SITE. 13. EXCAVATE TOPSOIL FROM AREAS TO BE FURTHER EXCAVATED OR REGRADED AND STOCKPILE IN AREAS DESIGNATED ON THE SITE. THE CONTRACTOR SHALL SALVAGE ENOUGH TOPSOIL FOR RESPREADING ON THE SITE AS SPECIFIED. EXCESS TOPSOIL SHALL BE PLACED IN EMBANKMENT AREAS, OUTSIDE OF BUILDING PADS, ROADWAYS AND PARKING AREAS. THE CONTRACTOR SHALL SUBCUT CUT AREAS, WHERE TURF IS TO BE ESTABLISHED, TO A DEPTH OF 6 INCHES. RESPREAD TOPSOIL IN AREAS WHERE TURF IS TO BE ESTABLISHED TO A MINIMUM DEPTH OF 6 INCHES. 14. FINISHED GRADING SHALL BE COMPLETED. THE CONTRACTOR SHALL UNIFORMLY GRADE AREAS WITHIN LIMITS OF GRADING, INCLUDING ADJACENT TRANSITION AREAS. PROVIDE A SMOOTH FINISHED SURFACE WITHIN SPECIFIED TOLERANCES, WITH UNIFORM LEVELS OR SLOPES BETWEEN POINTS WHERE ELEVATIONS ARE SHOWN, OR BETWEEN SUCH POINTS AND EXISTING GRADES. AREAS THAT HAVE BEEN FINISH GRADED SHALL BE PROTECTED FROM SUBSEQUENT CONSTRUCTION OPERATIONS, TRAFFIC AND EROSION. REPAIR ALL AREAS THAT HAVE BECOME RUTTED BY TRAFFIC OR ERODED BY WATER OR HAS SETTLED BELOW THE CORRECT GRADE. ALL AREAS DISTURBED BY THE CONTRACTOR'S OPERATIONS SHALL BE RESTORED TO EQUAL OR BETTER THAN ORIGINAL CONDITION OR TO THE REQUIREMENTS OF THE NEW WORK. 15. PRIOR TO PLACEMENT OF THE AGGREGATE BASE, A TEST ROLL WILL BE REQUIRED ON THE STREET AND/OR PARKING AREA SUBGRADE. THE CONTRACTOR SHALL PROVIDE A LOADED TANDEM AXLE TRUCK WITH A GROSS WEIGHT OF 25 TONS. THE TEST ROLLING SHALL BE AT THE DIRECTION OF THE SOILS ENGINEER AND SHALL BE COMPLETED IN AREAS AS DIRECTED BY THE SOILS ENGINEER. THE SOILS ENGINEER SHALL DETERMINE WHICH SECTIONS OF THE STREET OR PARKING AREA ARE UNSTABLE. CORRECTION OF THE SUBGRADE SOILS SHALL BE COMPLETED IN ACCORDANCE WITH THE REQUIREMENTS OF THE SOILS ENGINEER. NO TEST ROLL SHALL OCCUR WITHIN 10' OF ANY UNDERGROUND STORM RETENTION/DETENTION SYSTEMS. 16. AN OSHA-APPROVED QUALIFIED PERSON SHOULD REVIEW THE SOIL CLASSIFICATION PRESENTED IN THE GEOTECHNICAL REPORT IN THE FIELD. EXCAVATIONS MUST COMPLY WITH CURRENT OSHA REQUIREMENTS IN THE CODE OF FEDERAL REGULATIONS PERTAINING TO EXCAVATIONS AND TRENCHES. EXCAVATION SAFETY IS THE RESPONSIBILITY OF THE CONTRACTOR. 17. TOLERANCES 17.1. THE BUILDING SUBGRADE FINISHED SURFACE ELEVATION SHALL NOT VARY BY MORE THAN 0.30 FOOT ABOVE, OR 0.30 FOOT BELOW, THE PRESCRIBED ELEVATION AT ANY POINT WHERE MEASUREMENT IS MADE. 17.2. THE STREET OR PARKING AREA SUBGRADE FINISHED SURFACE ELEVATION SHALL NOT VARY BY MORE THAN 0.05 FOOT ABOVE, OR 0.10 FOOT BELOW, THE PRESCRIBED ELEVATION OF ANY POINT WHERE MEASUREMENT IS MADE. 17.3. AREAS WHICH ARE TO RECEIVE TOPSOIL SHALL BE GRADED TO WITHIN 0.30 FOOT ABOVE OR BELOW THE REQUIRED ELEVATION, UNLESS DIRECTED OTHERWISE BY THE ENGINEER. 17.4. TOPSOIL SHALL BE GRADED TO PLUS OR MINUS 1/2 INCH OF THE SPECIFIED THICKNESS. 17.5. FINISH GRADING FOR HARDSCAPE AREAS IE. PARKING LOTS, CURBS, SIDEWALKS SHALL BE WITHIN 0.05 FEET. ADA AREAS MUST COMPLY WITH REQUIREMENTS ON PLANS AND ADA REGULATIONS. TOLERANCE WITHIN ADA AREAS IS 0.00 FEET DISCUSS ANY DEVIATIONS WITH ENGINEER PRIOR TO CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR ANY CURB, SIDEWALK AND/OR PAVEMENT REPLACEMENT THAT DOES NOT MEET TOLERANCE/ADA REQUIREMENTS. 18. MAINTENANCE 18.1. THE CONTRACTOR SHALL PROTECT NEWLY GRADED AREAS FROM TRAFFIC AND EROSION, AND KEEP AREA FREE OF TRASH AND DEBRIS. 18.2. CONTRACTOR SHALL REPAIR AND REESTABLISH GRADES IN SETTLED, ERODED AND RUTTED AREAS TO SPECIFIED TOLERANCES. DURING THE CONSTRUCTION, IF REQUIRED, AND DURING THE WARRANTY PERIOD, ERODED AREAS WHERE TURF IS TO BE ESTABLISHED SHALL BE RESEEDED AND MULCHED. 18.3. WHERE COMPLETED COMPACTED AREAS ARE DISTURBED BY SUBSEQUENT CONSTRUCTION OPERATIONS OR ADVERSE WEATHER, CONTRACTOR SHALL SCARIFY, SURFACE, RESHAPE, AND COMPACT TO REQUIRED DENSITY PRIOR TO FURTHER CONSTRUCTION. SEE SHEET C0.1 FOR GENERAL GRADING NOTES SEE SWPPP ON SHEETS SW1.0 - SW1.5 EROSION CONTROL NOTES: CONSTRUCTION LIMITS GROUNDWATER ELEVATION PER BORING BORING GROUND WATER ELEVATION B-1 824 B-2 NE B-3 NE B-4 NE B-5 NE B-6 NE PER GEOTECHNICAL REPORT COMPLETED BY AMERICAN ENGINEERING TESTING, INC. ON 04/27/2026. REVISION SUMMARY DATE DESCRIPTION 0 1" = 20'-0" 20'-0"10'-0" N Know what's below. before you dig.Call R Page 177 of 423 8 " P V C 8 " V C P 8 " P V C ( P e r R e c . ) 6 " D I P ( P e r R e c . ) 8 " D I P ( P e r R e c . ) 8" DIP (Per Rec.) 8" D I P (P e r R e c . ) Wat. Serv. (Per Rec.) 27" R C P 12" PVC 12" PV C (Per R e c . ) 15" HDPE15" HDPE 1 5 " R C P 12" PVC 27" RCP 12 " P V C St o r m S e w e r (P e r R e c . ) 1 2 " H D P E 1 2 " H D P E 15 PV C 15" HDPE Sto r m S e w e r (Pe r R e c . ) 24 " R C P 3 0 " R C P ( P e r R e c . ) 6 " C I P ( P e r R e c . ) 8 " P V C ( P e r R e c . ) ( A P u b l i c R / W ) C A M D E N A V E N U E N O R T H Bituminous Parking Lot Bituminous Parking Lot Bituminous Parking Lot B i t u m i n o u s S i d e w a l k Bituminous Parking Lot Bituminous Parking Lot Bituminous S i d e w a l k Concrete Walkway A c c e s s Concrete L a n d s c a p i n g R o c k L a n d s c a p i n g R o c k L a n d s c a p i n g R o c k L a n d s c a p i n g R o c k L a n d s c a p i n g R o c k Lands c a p i n g Rock 12 23 23 23 23 30 Pond Edge of Water Edge of Water K e y s t o n e R e t a i n i n g W a l l [17] Access Easement per Do c . Nos. 10490105 & T5482833 [17] Setback Area per Doc. Nos. 10490105 & T5475463 [21] Sidewalk Easement p e r D o c . Nos. 10574763 & T554696 9 Found 1/2 Inch Iron Pipe w/ Illegible Cap Found 1/2 Inch Iron Pipe w/ Illegible Cap F o u n d 1 / 2 I n c h I r o n P i p e w / C a p N o . 1 5 4 8 0 Found 1/2 Inch Iron Pipe w/ Illegible Cap Rip-Rap PID: 3611921130145 Address: 6500 Camden Avenue North PID: 3611921130119 Address: 615 66th Avenue North Owner: Jacinta LLC PID: 3611921130118 Address: 6545 West River Road Owner: Realty Income Props 3 LLC PID: 3611921130146 Address: 6420 Camden Avenue North Owner: Vereit Real Estate L P [13] Drainage & Utility Easement per Plat of TOPGOLF ADDITION [13] Drainage & Utility Easement per Plat of TOPGOLF ADDITION [ 1 3 ] D r a i n a g e & U t i l i t y E a s e m e n t p e r P l a t o f T O P G O L F A D D I T I O N [ 1 3 ] D r a i n a g e & U t i l i t y E a s e m e n t p e r P l a t o f T O P G O L F A D D I T I O N [13] Drainage & Utility Easement per Plat of TOPGOLF ADDITION [13] D r a i n a g e & U t i l i t y E a s e m e n t per Pl a t o f T O P G O L F A D D I T I O N [13] Drainage & Utility Easement per Plat of TOPGOLF ADDITION Drainage & Utility Easement per Plat of TOPGOLF 2ND ADDITION Draina g e & U t i l i t y E a s e m e n t p e r Plat o f T O P G O L F 2 N D A D D I T I O N PARCEL A The N Line of REGISTERED L A N D SURVEY NO. 678 & its W'ly E x t e n s i o n PARCEL B PARCEL C [ A ] B i t u m i n o u s P a r k i n g L o t C r o s s e s P r o p e r t y L i n e [B] Iron Fence Crosses Property Line [17] Sign Easement per Doc. Nos. 10490105 & T5475463 NO BUILDINGS Drainage & Utility Easement per Plat of TOPGOLF 2ND ADDITION CONSTRUCTION LIMITS EOF= 834.82 FIRE DEPARTMENT CONNECTION, POTENTIAL LOCATION. COORD. W/MECH'L PLANS 45° BEND MAKE WET TAP CONNECTION TO EXISTING 6" DIP WATER MAIN, COORD. WITH CITY GATE VALVE & VALVE BOX 6" COMBINED DIP FIRE WATER SERVICE & DOMESTIC WATER SERVICE & VALVE, STUB TO WITHIN 5' FROM BUILDING, COORD. W/MECH'L PLANS CONTRACTOR SHALL SAWCUT & REMOVE PUBLIC PVMTS., CURBS, AND WALKS FOR INSTALLATION OF UTILITIES. UPON COMPLETION OF UTILITY WORK, REPLACE ALL MATERIAL, IN KIND, AND TO CITY STANDARD AND APPROVAL CONTRACTOR SHALL COORDINATE ALL THE UTILITY SERVICES WITH BOTH THE CIVIL AND MECHANICAL PLANS PRIOR TO CONSTRUCTION. SEE DEMO PLAN FOR ALL EXISTING UTILITY REMOVAL INFORMATION GREASE INTERCEPTOR BURIED≈5' BELOW GRADE. TIE DISCHARGE INTO SANITARY SERVICE. SEE MECH'L PLANS GREASE INTERCEPTOR DETAIL & SHOP DRAWINGS RIM≈837.2 IE(N)=826.41 IE(S)=826.69 STUB SANITARY SEWER TO 5' FROM BUILDING IE @ STUB=826.31 COORD. W/MECH'L 18 LF 4" PVC SDR 35 SANITARY SERVICE @ 4.00% MAKE CONNECTION TO EXISTING SANITARY SEWER (CUT IN WYE) EX 8" IE (N/S)=825.72± (FIELD VERIFY PRIOR TO CONST) PROP 4'' IE (E)=825.89 COORDINATE WITH CITY UTILITY CROSSING BOT OF WATER≈829.8 (ASSUME 7.5' COVER) TOP OF SANITARY≈826.5 SEPARATION≈3.3' MIN 18'' SEPARATION AT CROSSING. EXISTING 148 LF 8'' VCP SANITARY SEWER @ 0.50% MAKE CONNECTION TO EXISTING SANITARY SEWER (CUT IN WYE) EX 8" IE (N/S)=825.59± (FIELD VERIFY PRIOR TO CONST) PROP 6'' IE (E)=825.67 COORDINATE WITH CITY 16 LF 6" PVC SDR 35 SANITARY SERVICE @ 4.00% STUB SANITARY SEWER TO 5' FROM BUILDING IE @ STUB=827.41 COORD. W/MECH'L 13 LF 4" PVC SDR 35 SANITARY SERVICE @ 4.00% STMH 21 RIM=834.25 IE=826.91 SUMP=822.91 INSTALL SAFL BAFFLE OR APPROVED EQUIV. 101 LF 12" HDPE STORM @ 3.38% CB 22 RIM=834.32 IE=830.32 EXISTING CBMH STRUCTURE. REPLACE CURB INLET (R-3067) WITH STORM MANHOLE CASTING (R-1733) & RESET RIM TO PROPOSED GRADE.COORDINATE SANITARY SERVICES, WATER SERVICES, & STORM CONNECTIONS INTO THE BUILDING W/ MECH'L PLANS PRIOR TO CONSTRUCTION. CONFIRM SIZING & INVERT ELEVATIONS. BRING INCONSISTENCIES TO THE ATTENTION OF THE ENGINEER. EXISTING CBMH A-48" EXIST RIM=831.45 EXIST IE=826.86 PROP RIM=832.67 PROP IE=826.86 RECONSTRUCT BENCH AS NECESSARY 1 1 . 0 AREA DRAIN 11 RIM=831.45 IE=826.93 SUMP=822.93 INSTALL SNOUT/HOOD OR EQUIV. INLET IE=826.83 OUTLET IE=827.65 POTENTIAL EXPANSION SPACE UNDERGROUND INFILTRATION SYSTEM. MODULE/BOX/CELL SYSTEM. INITIAL SIZING ESTIMATE. ROUGHLY 3,000 CF NEEDED SAN CO 1A RIM=837.43 IE=826.21 SAN CO 1B RIM=837.03 IE=826.89 20 LF 27" RCP STORM @ 0.14% STMH 1 RIM=832.26 IE=826.89 50 LF 27" RCP STORM @ 0.14% UNDERGROUND INFILTRATION MODULE SYSTEM 1P (203 TOTAL CELLS/MODULES) 7 ROWS X 19 COLUMNS & 5 ROWS X 14 COLUMNS. SEE LAYOUT STORMTANK 25 SERIES SYSTEM. SEE DETAILS & SHOPS. 12" SIDE & END STONE,12" STONE COVER & 6'' STONE BASE 1,137 SF FOOTPRINT (INCL' ROCK) BOT. STONE=824.65 IE MODULE=825.15 OE (12")=827.65 TOP MODULE=829.15 TOP STONE=830.15 100-YR HWL=829.70 MPCA WQL - 1.0'' EVENT=826.68 EOF=832.25 INCLUDE MAINTENANCE & INSPECTION PORTS & SEDIMENT ROW PER SHOP DRAWINGS SYSTEM CAPACITY BELOW OUTLET ELEVATION=2,477 CF TOTAL SYSTEM CAPACITY=3,719 CF MIN FINISHED GRADE ABOVE SYSTEM=832.65 MIN COVER OVER SYSTEM=3.5' 5 LF 18" HDPE STORM @ 1.20% 200 LF EXIST 27'' RCP PIPE @ 0.17% CONSTRUCT STMH OVER EXISTING 27'' RCP STORM. MAKE CONNECTION TO EXISTING 27'' RCP STORM STMH 2 RIM=833.17 EXIST IE(SW)(EXISTING PIPE) ≈ 826.96 (FROM RECORD)(FIELD VERIFY) IE(E)=826.96 IE(N)=827.59 10 LF 12" HDPE STORM @ 1.00% 8 LF 12" HDPE STORM @ 1.00% 1 1 . 0 EOF= 832.25 SWALE (3.00%) DIRECTING STORMWATER TO AREA DRAINS. SEE GRADING PLANS. COPYRIGHT CIVIL SITE GROUP INC.c PR O J E C T 2026 ISSUE/SUBMITTAL SUMMARY DATE DESCRIPTION 06/08/2026 DEVELOPMENT APPLICATION PROJECT MANAGER MATT PAVEK CONTACT NUMBER 612-615-0060 X 701 DRAWN BY JR, JH, MP REVIEWED BY MP PROJECT NUMBER 25007 JA M B O A F R I C A R E S T A U R A N T 65 0 0 C A M D E N A V E N . , B R O O K L Y N C E N T E R , M N 5 5 4 3 0 AD R I A N V I R G E S 16 0 1 F R E E W A Y B L V D . # 1 7 4 6 M I N N E A P O L I S , M N 5 5 4 3 0 44263 Matthew R. Pavek LICENSE NO.DATE I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. 06/08/26 Civil Engineering ° Surveying ° Landscape Architecture 5000 Glenwood Avenue Golden Valley, MN 55422 civilsitegroup.com 612-615-0060 OW N E R PRE L I M I N A R Y : NOT F O R CON S T R U C T I O N GENERAL UTILITY NOTES:UTILITY PLAN LEGEND:CITY OF BROOKLYN CENTER UTILITY NOTES: 1. RESERVED FOR CITY SPECIFIC UTILITY NOTES. CATCH BASIN GATE VALVE AND VALVE BOX SANITARY SEWER STORM SEWER WATER MAIN PROPOSED FIRE HYDRANT MANHOLE FES AND RIP RAP SEE SHEET C0.1 FOR GENERAL UTILITY NOTES CONSTRUCTION LIMITS DRAINTILE TRENCH DRAIN REVISION SUMMARY DATE DESCRIPTION C4.0 UTILITY PLAN 0 1" = 20'-0" 20'-0"10'-0" N Know what's below. before you dig.Call R 1. ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. CONTACT "GOPHER STATE ONE CALL" (651-454-0002 OR 800-252-1166) FOR UTILITY LOCATIONS, 48 HOURS PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL REPAIR OR REPLACE ANY UTILITIES THAT ARE DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. 2. SEE SITE PLAN FOR HORIZONTAL DIMENSIONS AND LAYOUT. 3. CONTRACTOR SHALL FIELD VERIFY LOCATION AND ELEVATION OF EXISTING UTILITIES AND TOPOGRAPHIC FEATURES PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OF DISCREPANCIES OR VARIATIONS FROM THE PLANS. 4. CASTINGS SHALL BE SALVAGED FROM STRUCTURE REMOVALS AND RE-USED OR PLACED AT THE DIRECTION OF THE OWNER. 5. PIPE LENGTHS SHOWN ARE FROM CENTER TO CENTER OF STRUCTURE OR TO END OF FLARED END SECTION. 6. UTILITIES CONNECTIONS ON THE PLAN ARE SHOWN TO WITHIN 5' OF THE BUILDING FOOTPRINT. THE CONTRACTOR IS ULTIMATELY RESPONSIBLE FOR THE FINAL CONNECTION TO BUILDING LINES. COORDINATE WITH ARCHITECTURAL AND MECHANICAL PLANS. 7. CATCH BASINS AND MANHOLES IN PAVED AREAS SHALL BE SUMPED 0.04 FEET. ALL CATCH BASINS IN GUTTERS SHALL BE SUMPED 0.15 FEET PER DETAILS. RIM ELEVATIONS SHOWN ON THIS PLAN DO NOT REFLECT SUMPED ELEVATIONS. 8. ALL FIRE HYDRANTS SHALL BE LOCATED 5 FEET BEHIND BACK OF CURB UNLESS OTHERWISE NOTED. 9. HYDRANT TYPE, VALVE, AND CONNECTION SHALL BE IN ACCORDANCE WITH CITY REQUIREMENTS. HYDRANT EXTENSIONS ARE INCIDENTAL. 10. A MINIMUM OF 8 FEET OF COVER IS REQUIRED OVER ALL WATERMAIN, UNLESS OTHERWISE NOTED. EXTRA DEPTH MAY BE REQUIRED TO MAINTAIN A MINIMUM OF 18" VERTICAL SEPARATION TO SANITARY OR STORM SEWER LINES. EXTRA DEPTH WATERMAIN IS INCIDENTAL. 11. A MINIMUM OF 18 INCHES OF VERTICAL SEPARATION AND 10 FEET OF HORIZONTAL SEPARATION IS REQUIRED FOR ALL UTILITIES, UNLESS OTHERWISE NOTED. 12. ALL CONNECTIONS TO EXISTING UTILITIES SHALL BE IN ACCORDANCE WITH CITY STANDARDS AND COORDINATED WITH THE CITY PRIOR TO CONSTRUCTION. 13. CONNECTIONS TO EXISTING STRUCTURES SHALL BE CORE-DRILLED. 14. COORDINATE LOCATIONS AND SIZES OF SERVICE CONNECTIONS WITH THE MECHANICAL DRAWINGS. 15. COORDINATE INSTALLATION AND SCHEDULING OF THE INSTALLATION OF UTILITIES WITH ADJACENT CONTRACTORS AND CITY STAFF. 16. ALL STREET REPAIRS AND PATCHING SHALL BE PERFORMED PER THE REQUIREMENTS OF THE CITY. ALL PAVEMENT CONNECTIONS SHALL BE SAWCUT. ALL TRAFFIC CONTROLS SHALL BE PROVIDED BY THE CONTRACTOR AND SHALL BE ESTABLISHED PER THE REQUIREMENTS OF THE MINNESOTA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MMUTCD) AND THE CITY. THIS SHALL INCLUDE BUT NOT BE LIMITED TO SIGNAGE, BARRICADES, FLASHERS, AND FLAGGERS AS NEEDED. ALL PUBLIC STREETS SHALL BE OPEN TO TRAFFIC AT ALL TIMES. NO ROAD CLOSURES SHALL BE PERMITTED WITHOUT APPROVAL BY THE CITY. 17. ALL STRUCTURES, PUBLIC AND PRIVATE, SHALL BE ADJUSTED TO PROPOSED GRADES WHERE REQUIRED. THE REQUIREMENTS OF ALL OWNERS MUST BE COMPLIED WITH. STRUCTURES BEING RESET TO PAVED AREAS MUST MEET OWNERS REQUIREMENTS FOR TRAFFIC LOADING. 18. CONTRACTOR SHALL COORDINATE ALL WORK WITH PRIVATE UTILITY COMPANIES. 19. CONTRACTOR SHALL COORDINATE CONNECTION OF IRRIGATION SERVICE TO UTILITIES. COORDINATE THE INSTALLATION OF IRRIGATION SLEEVES NECESSARY AS TO NOT IMPACT INSTALLATION OF UTILITIES. 20. CONTRACTOR SHALL MAINTAIN AS-BUILT PLANS THROUGHOUT CONSTRUCTION AND SUBMIT THESE PLANS TO ENGINEER UPON COMPLETION OF WORK. 21. AN OSHA-APPROVED QUALIFIED PERSON SHOULD REVIEW THE SOIL CLASSIFICATION PRESENTED IN THE GEOTECHNICAL REPORT IN THE FIELD. EXCAVATIONS MUST COMPLY WITH CURRENT OSHA REQUIREMENTS IN THE CODE OF FEDERAL REGULATIONS PERTAINING TO EXCAVATIONS AND TRENCHES. EXCAVATION SAFETY IS THE RESPONSIBILITY OF THE CONTRACTOR. Page 178 of 423 COPYRIGHT CIVIL SITE GROUP INC.c PR O J E C T 2026 ISSUE/SUBMITTAL SUMMARY DATE DESCRIPTION 06/08/2026 DEVELOPMENT APPLICATION PROJECT MANAGER MATT PAVEK CONTACT NUMBER 612-615-0060 X 701 DRAWN BY JR, JH, MP REVIEWED BY MP PROJECT NUMBER 25007 JA M B O A F R I C A R E S T A U R A N T 65 0 0 C A M D E N A V E N . , B R O O K L Y N C E N T E R , M N 5 5 4 3 0 AD R I A N V I R G E S 16 0 1 F R E E W A Y B L V D . # 1 7 4 6 M I N N E A P O L I S , M N 5 5 4 3 0 44263 Matthew R. Pavek LICENSE NO.DATE I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. 06/08/26 Civil Engineering ° Surveying ° Landscape Architecture 5000 Glenwood Avenue Golden Valley, MN 55422 civilsitegroup.com 612-615-0060 OW N E R PRE L I M I N A R Y : NOT F O R CON S T R U C T I O N C5.0 CIVIL DETAILS REVISION SUMMARY DATE DESCRIPTION BITUMINOUS PAVEMENT - ALL TYPES N T S "A" WEAR COURSE (MNDOT 2360 - SPWEA340B) TACK COAT (MNDOT 2357) "B" BASE COURSE (MNDOT 2360 - SPNWB330B) "C" CLASS 5 AGGREGATE SUBBASE (MNDOT 3138) COMPACTED SUBGRADE (100% OF STANDARD PROCTOR MAX. DRY DENSITY) PAVEMENT DESIGN TYPE WEAR (A) BASE (B) AGG.(C) NOTE: IF NO DESIGN IS DEFINED IN ABOVE CHART, SEE GEOTECH REPORT FOR FINAL PAVEMENT SECTION. IF DESIGN IS DEFINED IN ABOVE CHART, IT SHOULD BE CONSIDERED FOR BIDDING PURPOSES ONLY. REFER TO GEOTECH FOR FINAL PAVEMENT SECTION. 1 LIGHT DUTY 2"2" 8" HEAVY DUTY 2" 2.5" 12" FINISHED GRADE NOTES: 1. INSTALLATION SHALL BE CERTIFIED AND IN ACCORDANCE TO AN ON-SITE A.C.I. TECHNICIAN AS SPECIFIED. 2. SEE GEO-TECHNICAL RECOMMENDATIONS FOR GROSS WEIGHT REQUIREMENTS. 3. IF NO DESIGN IS DEFINED IN CHART, SEE GEOTECH REPORT FOR FINAL PAVEMENT SECTION. 4. IF DESIGN IS DEFINED IN CHART, IT SHOULD BE CONSIDERED FOR BIDDING PURPOSES ONLY. REFER TO GEOTECH FOR FINAL PAVEMENT SECTION. CONCRETE PVMT./WALK/PAD- NO FIBER N T S (PRIVATE PROPERTY) SAW CUT JOINT, SEE DETAIL (TYP.) LIGHT BROOM FINISH PERPENDICULAR TO TRAFFIC "A" CONCRETE AS SPECIFIED "B" CLASS 5 AGGREGATE BASE COMPACTED SUBGRADE THIS OCCURS ONLY WHERE MULCH MEETS EDGE OF WALK LEAVE TOP OF MULCH DOWN 1" FROM TOP OF WALK PAVEMENT DESIGN TYPE CONC. (A) AGG.(B) CURING: 1. APPLY CURING COMPOUNDS IMMEDIATELY UPON FINAL FINISHING OF CONC. SURFACE IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTION AND THE SPECIFICATIONS BELOW. 2. ALL CONC. SURFACES SHALL HAVE CURING COMPOUNDS ALLIED PER ASTM C-1315. AT 200 S.F. PER GAL. 3. ALL CURING COMPOUNDS SHALL BE TYPE 1 (CLEAR) AND CONTAIN ACRYLIC BASED CLASS B RESTRICTED RESIN SOLIDS. JOINT DEPTH T/4 2 WALKS 5"6" CONC. PVMT.X"X" N T S B-612 CONCRETE CURB AND GUTTER 7" 13 1 / 2 " 6" FINISHED GRADE FINISHED GRADE 3" RADIUS CORNERS 1:3 BATTER SLOPE GUTTER 3/4"/1' 0.5% SLOPE-CONSTRUCT WITH REVERSE SLOPE GUTTER WHERE THE PAVEMENT SLOPES AWAY FROM CURB 1/2" RADIUS 6" 8"12" CLASS 5 AGGREGATE SUB-BASE, COORD. BITUMINOUS PAVEMENT DETAIL (6" MIN.) COMPACTED SUB-BASE, EXIST. NATIVE OR PER SOILS REPORT NOTE: 1. INSTALL CONSTRUCTION JOINTS AT 10'-0" O.C. +/- 2. BASE DEPTH DEPENDANT UPON SOIL CONDITIONS 1/2" RADIUS 6 7" 24" FINISHED GRADE NOTES: 1. INSTALL CONSTRUCTION JOINTS AT 10'-0" O.C. +/- 2. BASE DEPTH DEPENDANT UPON SOIL CONDITIONS 6" VALLEY GUTTER N T S ADJ. PVMT. SECTION, OR OTHER MATERIALS, SEE PLAN CAST-IN-PLACE CONCRETE VALLEY GUTTER SEE GRADING PLAN FOR LONGITUDINAL SLOPEADJ. PVMT. SECTION, LAWN, BIT. PVMT., OR OTHER MATERIALS, SEE PLAN COMPACTED CLASS 5 AGGREGATE BASE, SEE SOIL REPORT FOR DEPTH, 6" MIN. COMPACTED SUB-BASE, NATIVE SOIL OR AS PER SOILS REPORT RECOMMENDATIONS FINISHED GRADE12"34" 5 20" FINISHED GRADE NOTES: 1. INSTALL CONSTRUCTION JOINTS AT 10'-0" O.C. +/- 2. BASE DEPTH DEPENDANT UPON SOIL CONDITIONS 6" 6" RIBBON CURB N T S ADJ. PVMT. SECTION, OR OTHER MATERIALS, SEE PLAN CONTINUOUS SLOPE CONCRETE "CURB" SLOPE ACROSS CURB 3 4" PER 1'-0" ADJ. PVMT. SECTION, LAWN, BIT. PVMT., OR OTHER MATERIALS, SEE PLAN COMPACTED CLASS 5 AGGREGATE BASE, SEE SOIL REPORT FOR DEPTH, 6" MIN. COMPACTED SUB-BASE, NATIVE SOIL OR AS PER SOILS REPORT RECOMMENDATIONS FINISHED GRADE 7" 4 6" 3' - 6 " 3' - 6 " 60 " - 6 6 " FR O M P A V E M E N T T O BO T T O M O F S I G N ACCESSIBLE SIGN & CHANNEL POST - LOT LOCATION N T S 1'-6" NOTE: 1. SIGN SHALL BE AS SPECIFIED. 2. BOTTOM OF SIGNS TO BE MOUNTED 60"-66" FROM PARKING GRADE, SEE SIGN POST INSTALLATION DETAIL 3. VERIFY POST PAINT C0LOR WITH LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. 14" METAL PLATE WELDED TO BOTTOM OF 6” PIPE GROUT INSIDE OF INNER PIPE ANNULAR SPACE TO 1" FROM TOP ADJACENT PVMT. - MATERIAL VARIES, SEE PLAN & DETAILS SLOPE TOP OF FOOTING AWAY FROM BASE, TYP. 1" SILICONE RUBBER OR ASPHALTIC CAULKING COMPOUND 6" OUTSIDE DIA. GALVANIZED STEEL PIPE PAINT 1 COAT ANTI-RUST PRIMER PRIMER 3-3/16", 2 LBS./FT., COMMERCIAL GRADE, GALVANIZED STEEL "CHANNEL" STYLE SIGN POST METAL SIGN(S) ACCORDING TO MN STATE CODE, PROVIDE SHOP DRAWING OF SIGN MODEL GALVANIZED STEEL FASTENER (TYP. OF 2), INCLUDE REINFORCING PLATE AT EACH BOLT LOCATION (3"X3") TRIM POST TO BELOW TOP OF SIGN 6" 14" THICK, COMMERCIAL GRADE THERMOPLASTIC POLYETHYLENE PROTECTIVE SLEEVE, PER IDEAL SHIELD OR SIMILAR. SHOP DRAWINGS REQUIRED. PROVIDE COLOR SELECTION OPTIONS CUT TOP OF POLYETHYLENE SLEEVE TO ACCOMMODATE CHANNEL POST (ON-SITE) COMMERCIAL GRADE CONSPICUITY MARKINGS (TAPE), 3M DIAMOND GRADE SERIES 973, OR SIMILAR COMPACTED AGG., TYP. 6" INSIDE DIA. GALVANIZED STEEL PIPE PAINT WITH ANTI-RUST PRIMER CONC. FOOTING, SONOTUBE® FORM RECOMMENDED NO PARKING TO BE USED IN FRONT OF STRIPED ACCESS AISLE 8 ACCESSIBLE PARKING PAVEMENT MARKING N T S NO PARKING NOTE: 1. ADHERE TO ALL STATE & FEDERAL ADA STANDARDS FOR PARKING, PAINT & SIGNAGE. 2. VERIFY AND LAYOUT ALL PAINTED FORMS & STRIPING PRIOR TO INSTALLATION 3. SEE PLAN FOR ACTUAL PARKING SPACES LAYOUT 4. ALL PAINT COLORS MUST CONFORM TO STATE AND FEDERAL ADA STANDARDS NO PARKING NO PARKING 4" WIDE PAINTED STRIPING, 45° CROSS STRIPE PATTERN AT 2' O.C. AT ACCESS AISLE CURB TAPER (VARYING LENGTH), SEE SITE AND GRADING PLAN ADJ. SIDEWALK HANDICAP PARKING ACCESS AISLE WITH PAINTED 12" HIGH LETTERING OF "NO PARKING" CENTERED TOWARD DRIVE AISLE NO PARKING SIGN CENTERED AT HEAD OF SPACE ON CENTER STRIPE HANDICAP PARKING SPACE WITH PAINTED INTERNATIONAL SYMBOL OF ACCESSIBILITY WITH CONTRASTING SQUARE BACKGROUND, CENTERED TOWARD DRIVE AISLE NOTE: FOR REFERENCE ONLY, USE STANDARD ADA PVMT. PAINT TEMPLATE 6" RADIUS 12" DIAMETER 6" LINE WIDTH FOR FIGURE 6" LINE WIDTH OUTSIDE BORDER 5'-6" SQUARE OVERALL 18" RADIUS "WHEEL" SHAPE PAINTED SYMBOL DIAGRAM 8' MIN. 8' MIN. 8' MIN. PE R C I T Y C O D E TRUNCATED DOMES SEE SITE PLAN FOR REQUIRED DIMENSIONS DIRECTIONAL SLOPE ARROW, SEE GRADING PLAN SLOPED WALK/RAMP, SEE SITE AND GRADING PLAN HANDICAP SIGN, CENTERED AT HEAD OF PARKING SPACE AND ACCESS AISLE 6" MIN. AND 8' MAX. FROM FACE OF CURB, TYP. ENSURE MIN. 36" WALK AREA BEHIND AND AROUND SIGN LOCATION ACCESSIBLE CURB RAMP- SEE SITE, GRADING & DETAILS 7 EXTERIOR SITE STAIR & HANDRAIL N T S NOTES: 1. SOIL TESTING, COMPACTION, AND BACKFILLING SHALL BE IN ACCORDANCE TO THE GEO-TECHNICAL RECOMMENDATIONS OR AS SPECIFIED. 2. SUBMIT RAILING SHOP DRAWINGS FOR REVIEW BY THE LANDSCAPE ARCHITECT PRIOR TO FABRICATION. COORDINATE FABRICATION OF RAILING WITH OTHER RAIL OR FENCE TYPES. SHOP DRAWINGS SHALL BE COMPLIANT WITH CURRENT ADA ACCESSIBILITY REQUIREMENTS. 3. COORDINATE INSTALLATION OF RETAINING WALL PRIOR TO INSTALLATION OF STAIRS-SEE RETAINING WALL DETAIL. 4. NO SPACE SHALL BE ALLOWED BETWEEN STAIRS AND RETAINING WALL UNLESS OTHERWISE SHOWN. CONCRETE SHALL DIRECTLY ABUT FACE OF RETAINING WALL. 8" VERIFY WALK WIDTHS WITH SITE PLAN. REGARDLESS OF SITE PLAN LAYOUT, ENSURE MIN. 36" BETWEEN HANDRAILS. 18 " T Y P . SECTION 12" TYP. FINISHED GRADE 12" 24 " T Y P 12 " T Y P . 12" TREAD 6" R I S E R 1% 12" 24" VARIES, SEE PLAN 4" T Y P . F R O M E D G E O F C H E E K WA L L T O C E N T E R O F R A I L . PLAN 12" 8" SE E P L A N S 12" TYP. 24" 36 " FINISHED GRADE COMPACTED SUBGRADE 12" WIDE EXPANSION JOINT WITH SEALANT. 8"L #4 STEEL DOWEL WITH SLEEVE (TYP.) PAVEMENT, SEE PLANS #4 REBAR AT 12" O.C. BOTH WAYS (TYP.) CORE AND GROUT RAIL INTO PLACE, MIN. 6" DEPTH. 6" DEPTH, CLASS 5 AGGREGATE BASE COORD. W/ARCH'L AND OWNER ON RAILING SELECTION EXISTING STOOP 8" WIDE CONC. CHEEK WALL (TYP.) TOP OF CHEEK WALL #3 REBAR AT EACH NOSING 12" DIA. RADIUS (TYP.) BROOM FINISH TREADS PERPENDICULAR TO TRAFFIC PROPOSED GRADE BOTTOM OF CHEEK WALL TO BE 6" BELOW GRADE COORD. W/ARCH'L AND OWNER ON RAILING SELECTION 10 1. INSTALLATION AND REINFORCEMENT SHALL BE IN ACCORDANCE TO A CERTIFIED, ON-SITE A.C.I. TECHNICIAN AS SPECIFIED. 2. SEE GEO-TECHNICAL RECOMMENDATIONS FOR SOILS ENGINEER'S PVMT. SECTION REQUIREMENTS. 3. SEE LAYOUT DRAWINGS FOR LIMITS OF WALKS. 4. SEE CONCRETE JOINT DETAIL FOR REQUIREMENTS. 5. 1/2" WIDE EXPANSION JOINT AND SEALANT AT ALL CURBS. 6. WIRE MESH AND CHAIRS REQUIRED FOR ALL WALKS OR IN LOCATIONS FOR VEHICULAR TRAFFIC. THICKENED EDGE CONC. WALK N T S 6" 6" NOTE: COMPACTED SUBGRADE CLASS 5 AGGREGATE BASE MIN. 6" UNDER CONCRETE (VERIFY W/ SOILS ENGINEER) W1.6 X W1.6 WIRE MESH W/ SPACING CHAIRS. CENTER MESH IN CONC. POUR, ALL DIRECTIONS. (REGARDLESS OF WALK SECTION CONCRETE DETAIL, MESH IS REQ. THROUGHOUT ENTIRE WIDTH OF ALL "THICKENED EDGE" WALKS.) INSTALL ADJ. MULCH OR LAWN 1" FROM TOP OF WALK, WHERE APPLICABLE CONC. PVMT. SECTION - TYP. 5", SEE DETAIL FOR WALK SECTION, VERIFY W/ SOILS ENGINEER ADJACENT PVMT., SEE SITE PLAN FOR LAYOUT, DETAIL FOR SECTION AND VERIFY W/ SOILS ENGINEER. ENSURE WATER FLOWS AWAY FROM ALL INSTANCES OF "THICKENED EDGE WALK". COORDINATE W/ GRADING PLAN FINISH SURFACE, SEE DETAILS FOR SCORING PATTERN AND TEXTURE, VERIFY WITH OWNERCONTROL JOINTS PER SITE PLAN 6" 1" 5" 3 FINISHED GRADE NOTES: 1. INSTALLATION SHALL BE CERTIFIED AND IN ACCORDANCE TO AN ON-SITE A.C.I. TECHNICIAN AS SPECIFIED. 2. SEE GEO-TECHNICAL RECOMMENDATIONS FOR GROSS WEIGHT REQUIREMENTS. 3. IF NO DESIGN IS DEFINED IN CHART, SEE GEOTECH REPORT FOR FINAL PAVEMENT SECTION. 4. IF DESIGN IS DEFINED IN CHART, IT SHOULD BE CONSIDERED FOR BIDDING PURPOSES ONLY. REFER TO GEOTECH FOR FINAL PAVEMENT SECTION. 5. CONCRETE PADS. ON-SITE SHALL INCLUDE FIBER REINFORCING - 5 LBS./C.Y. CONC. MACRO-FIBERS PER ASTM C1116 OR STEEL REINFORCEMENT #4 @ 16" FIBER-REINFORCED CONCRETE N T S (PRIVATE PROPERTY) SAW CUT JOINT, SEE DETAIL (TYP.) LIGHT BROOM FINISH PERPENDICULAR TO TRAFFIC "A" CONCRETE AS SPECIFIED "B" CLASS 5 AGGREGATE BASE COMPACTED SUBGRADE THIS OCCURS ONLY WHERE MULCH MEETS EDGE OF WALK LEAVE TOP OF MULCH DOWN 1" FROM TOP OF WALK PAVEMENT DESIGN TYPE CONC. (A) AGG.(B) CURING: 1. APPLY CURING COMPOUNDS IMMEDIATELY UPON FINAL FINISHING OF CONC. SURFACE IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTION AND THE SPECIFICATIONS BELOW. 2. ALL CONC. SURFACES SHALL HAVE CURING COMPOUNDS ALLIED PER ASTM C-1315. AT 200 S.F. PER GAL. 3. ALL CURING COMPOUNDS SHALL BE TYPE 1 (CLEAR) AND CONTAIN ACRYLIC BASED CLASS B RESTRICTED RESIN SOLIDS. 5 LBS. / C.Y. CONC. MACRO-FIBER REINFORCING OR STEEL REINFORCEMENT #4 @ 16" JOINT DEPTH T/3 9 TRASH PAD 8"6"EXPANSION JOINT SEALANT DETAILS N T S NOTES: 1. SEPARATING TAPE OR BACKER MATERIAL REQUIRED TO PREVENT JOINT SEALANT FROM FLOWING INTO SAWCUT, TO SEPARATE NONCOMPATIBLE MATERIALS AND TO PREVENT SEALANT FROM BONDING TO BOTTOM OF RESERVOIR. 2. TOP OF SEALANT WILL BE 1/8" TO 1/4" BELOW TOP OF PAVEMENT. W= WIDTH OF SEALANT RESERVOIR 1/2" MINIMUN 5/8" MAXIMUM EXCEPT FOR 3/4" EXPANSION JOINTS D= DEPTH OF SEALANT 1.0 TO 1.5 TIMES W T= DEPTH OF INTIAL SAWCUT, 1/4 OF THE SLAB THINKNESS FOR PAVEMENT LESS THAN 12" POURED JOINT SEALANT SEPARATING TAPE SEE NOTE 1 SEE NOTE 2 POURED JOINT SEALANT SEE NOTE 2 BACKER MATERIAL SEE NOTE 1 W D T T W D POURED JOINT SEALANTSEE NOTE 2 BACKER MATERIAL SEE NOTE 1 T W D COMPACTED CLASS 5 AGGREGATE BASE. SEE SOIL REPORT FOR DEPTH, 6" MIN. EXTERIOR BUILDING WALL CONCRETE PAVEMENT CONCRETE PAVEMENT CONCRETE PAVEMENT CONCRETE PAVEMENT CONCRETE PAVEMENT 11 HE I G H T V A R I E S , SE E G R A D I N G P L A N RETAINING WALL N T S FENCE OR RAILING - INSTALL PER PER MANUF. SPECS. SHOP DRAWINGS REQUIRED TOPSOIL & PLANTINGS, SEE PLAN FOR SPECIFIC FINISHED CONDITION MODULAR BLOCK RETAINING WALL UNITS AS SPECIFIED (TYP.) GEOGRID REINFORCEMENT AS SPECIFIED- VERIFY LENGTH WITH ENGINEER 12" WIDE DRAINAGE LAYER 95% COMPACTED BACKFILL SOIL IN 6" LIFTS 4" DIA. PERF. DRAIN TILE W/ SOCK 6" MIN. COMPACTED LEVELING PAD IN SITU & COMPACTED SUBGRADE L I M I T O F E X C A V A T I O N NOTES: 1. THESE SECTIONS ARE FOR ESTIMATING PURPOSES ONLY. CONTRACTOR TO SUBMIT TO LANDSCAPE ARCHITECT CERTIFIED DRAWING BY A MINNESOTA PROFESSIONAL ENGINEER ON STAFF WITH RETAINING WALL MANUFACTURER PRIOR TO WALL INSTALLATION. PREPARATION AND CERTIFICATION TO BE PAID FOR BY THE CONTRACTOR. SECTION AND ELEVATION OF EACH WALL REQUIRED. 2. ALL SOIL PARAMETERS SHALL BE VERIFIED BY A GEOTECHNICAL CONSULTANT OR SITE ENGINEER PRIOR TO CONSTRUCTION. IF ACTUAL SITE CONDITIONS DIFFER FROM THOSE ASSUMED, NOTIFY MANUFACTURER OF C.M.U. RETAINING WALL 72 HOURS PRIOR TO INSTALLATION. 3. RAILING IS REQUIRED ON RETAINING WALLS IN LOCATIONS WHERE DIFFERENCES IN GRADE ON EITHER SIDE OF THE WALL ARE IN EXCESS OF 2.5' AND ARE LOCATED CLOSER THAN 4' TO A WALK, PATH, PARKING AREA, OR DRIVE ACCESS ON THE HIGH SIDE-SEE PLANS. 4. COORDINATE LOCATION AND INSTALLATION OF RAILING POSTS AND FOOTINGS DURING THE INSTALLATION OF WALL MATERIALS. 5. COORDINATE INSTALLATION OF RAIL POSTS AND FOOTINGS WITH INSTALLATION AND LOCATION OF GEOGRID REINFORCEMENT. AT NO POINT THROUGHOUT THE DURATION OF THE CONTRACT SHALL CONTRACTOR ALTER THE INTEGRITY OF THE GEOGRID OR WALL MATERIALS. 6. AIR DRIVE RAILING FOOTINGS AS SPECIFIED AND IN A MANNER TO NOT DISTURB THE WALL GEOGRID AS RECOMMENDED BY THE WALL MANUFACTURER. COORDINATE INSTALLATION AND SCHEDULING OF RAILING FOOTING WITH WALL MANUFACTURER TO OBSERVE INSTALLATION OF RAILING FOOTINGS. CAP BLOCK IN SITU SUBGRADE. APPROX. 4', SEE MANUF. SPECS. & SHOP DWG. RE T A I N I N G W A L L S Y S T E M , I N S T A L L PE R M A N U F . S P E C S . / I N S T R U C T . AD J . P V M T . / F I N I S H SE E P L A N S A N D DE T A I L S "SLEEVE-IT" POST ANCHOR SYSTEM, INSTALL PER MANUF. COORD. W/ RETAINING WALL CONTRACTOR. 12 Page 179 of 423 COPYRIGHT CIVIL SITE GROUP INC.c PR O J E C T 2026 ISSUE/SUBMITTAL SUMMARY DATE DESCRIPTION 06/08/2026 DEVELOPMENT APPLICATION PROJECT MANAGER MATT PAVEK CONTACT NUMBER 612-615-0060 X 701 DRAWN BY JR, JH, MP REVIEWED BY MP PROJECT NUMBER 25007 JA M B O A F R I C A R E S T A U R A N T 65 0 0 C A M D E N A V E N . , B R O O K L Y N C E N T E R , M N 5 5 4 3 0 AD R I A N V I R G E S 16 0 1 F R E E W A Y B L V D . # 1 7 4 6 M I N N E A P O L I S , M N 5 5 4 3 0 44263 Matthew R. Pavek LICENSE NO.DATE I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. 06/08/26 Civil Engineering ° Surveying ° Landscape Architecture 5000 Glenwood Avenue Golden Valley, MN 55422 civilsitegroup.com 612-615-0060 OW N E R PRE L I M I N A R Y : NOT F O R CON S T R U C T I O N C5.1 CIVIL DETAILS REVISION SUMMARY DATE DESCRIPTION 8" AS REQUIRED GATE VALVE BOX N T S ADJUST TOP TO 1/2" BELOW FINISHED PAVEMENT GRADE OR 1" BELOW FINISHED TURF GRADE. SET SO AS TO PROVIDE 12" OF UPWARD ADJUSTMENT. CONCRETE THRUST BLOCK WATERMAIN GATE VALVE REFER TO DRAWINGS FOR SIZES VALVE BOX FINISH GRADE COVER SHALL BE STAMPED WITH "WATER" 1 NOMINAL FITTING SIZE (IN.) TEE, WYE, PLUG OR CAP 90° BEND, PLUGGED CROSS TEE PLUGGED ON RUN 45° BEND 22.5° BEND 11.25° BEND 4 1.0 1.4 1.9 1.4 1.0 -- 6 2.1 3 4.3 3 1.6 1 - 6 3.8 5.3 7.6 5.4 2.9 1.5 1.0 10 5.9 8.4 11.8 8.4 4.6 2.6 1.2 12 8.5 12.0 17.0 12.0 6.6 2.4 1.7 14 11.5 16.3 23.0 16.3 8.9 4.6 2.3 16 15.0 21.3 30.0 21.3 11.6 6.0 3.0 18 19.0 27.0 38.0 27.0 14.6 7.6 3.6 20 23.5 33.3 47.0 33.3 18.1 9.4 4.7 24 34.0 48.0 68.0 48.0 26.2 13.6 6.8 BEND CROSS TEE45° BEND WYE NOTES: 1. CONCRETE THRUST BLOCKING TO BE POURED AGAINST UNDISTURBED EARTH. 2. KEEP CONCRETE CLEAR OF JOINT AND ACCESSORIES. 3. IF NOT SHOWN ON PLANS, REQUIRED BEARING AT FITTING SHALL BE AS INDICATED ABOVE, ADJUSTED IF NECESSARY, TO CONFORM TO THE TEST PRESSURE(S) AND ALLOWABLE SOIL BEARING STRESS(ES). 4. BEARING AREAS AND SPECIAL BLOCKING DETAILS SHOWN ON PLANS TAKE PRECEDENCE OVER BEARING AREAS AND BLOCKING DETAILS SHOWN THIS STANDARD DETAIL. 5. ABOVE BEARING AREAS BASED ON TEST PRESSURE OF 150 P.S.I. AND AN ALLOWABLE SOIL BEARING STRESS OF 2000 POUNDS PER SQUARE FOOT. TO COMPUTE BEARING AREAS FOR DIFFERENT TEST PRESSURES AND SOIL BEARING STRESSES, USE THE FOLLOWING EQUATION: BEARING AREA = (TEST PRESSURE/150) X (200/SOIL BEARING STRESS) X (TABLE VALUE). PLUGGED CROSS PLUGGED CROSS PLUGGED TEE PLUG OR CAP THRUST BLOCK N T S 1/4" PLYWOOD OVER FACE OF BOLTS EACH AREA IS 1/2 OF TABULATED AREA A2 A1 2 PIPE BEDDING - PVC N T S "BC" DENOTES OUTSIDE DIAMETER OF PIPE COARSE FILTER AGG. (MNDOT SPEC. 3149H MODIFIED)MINIMUM 2D+BC+12" D VARIABLE PIPE FOUNDATION & BEDDING IN GOOD SOILS PIPE FOUNDATION & BEDDING IN GOOD SOILS MIN.=BC+12 BC BC "BC" DENOTES OUTSIDE DIAMETER OF PIPE COMPACTED BACKFILL GR A N U L A R B O R R O W (M N D O T S P E C . 3 1 4 9 A MO D I F I E D ) 6" 12 " COMPACTED BACKFILL BE D D I N G FOUNDATION 12 " 6" 5 BASES SHALL BE 8" STANDARD PRECAST WITH 2" LEAN GROUT, OR POURED 8" SLAB REINFORCED WITH 6" x 6" 10/10 MESH 16 " O . C . VARIABLE 27" 112" VA R I A B L E 6" MIN. STORM MANHOLE N T S DIMENSIONS FROM BACK OF CURB (BOC) TO CENTER OF PIPE: 4' DIA. MH - 9" IN FROM BOC 5' DIA. MH - 3" IN FROM BOC 6' DIA. MH - 3" BEHIND BOC 7' DIA. MH - 9" BEHIND BOC 8' DIA. MH - 15" BEHIND BOC COVER SHALL BE STAMPED "STORM SEWER" METAL SEWER CASTING - REFER TO STRUCTURE SCHEDULE FOR TYPE MIN. 2 AND MAX. 5 ADJUSTING RINGS. GROUT BETWEEN RINGS, CASTING, AND ALONG OUTSIDE. PRECAST CONCRETE CONE SECTION STEPS ON DOWNSTREAM SIDE GROUT SHELF AND CHANNELS 3 VARIES - TYP. 4' FLOW FLOW 6 1 CATCH BASIN MANHOLE N T S DIMENSIONS FROM BACK OF CURB (BOC) TO CENTER OF PIPE: 4' DIA. MH - 9" IN FROM BOC 5' DIA. MH - 3" IN FROM BOC 6' DIA. MH - 3" BEHIND BOC 7' DIA. MH - 9" BEHIND BOC 8' DIA. MH - 15" BEHIND BOC BASES SHALL BE 8" STANDARD PRECAST WITH 2" LEAN GROUT, OR POURED 8" SLAB REINFORCED WITH 6" X 6" 10/10 MESH STORM SEWER PIPE - SEE UTILITY PLAN FOR LOCATION, INVERT, AND SIZES INSTALL DRAINTILE FOR ALL LOW POINT CATCH BASINS ON CLAY SITES AT PAVEMENT SUBGRADE ELEVATION. MIN. 2 AND MAX. 5 ADJUSTING RINGS. GROUT BETWEEN RINGS, CASTING, AND ALONG OUTSIDE. NEENAH METAL SEWER CASTING - REFER TO STRUCTURE SCHEDULE FOR TYPE GROUT SHELF AND CHANNELS PRECAST CONCRETE SECTION RUBBER GASKET - TYP AT ALL JOINTS STEPS - INSTALL ON DOWNSTREAM SIDE @ 16" O.C. PRECAST COVER - 8" THICK "RIM ELEVATION" 6 N T S B-612 CURB AND GUTTER CONSTRUCTION AT CATCH BASIN 8' ' 12 ' ' 6' ' CASTING SHALL BE NEENAH R-3067 TYPE L OR APPROVED EQUAL (STANDARD FRAME AND BOX) DIRECTION OF FLOW 36''36'' BACK OF CURB MATCH B-612 CURB AND GUTTER PER DETAIL, TYP. NOTE: CATCH BASIN TO BE DEPRESSED BELOW DESIGN GUTTER GRADE PER DETAIL 110 ON SHEET C5.2 CATCH BASIN FRAME AND COVER CASTING DIRECTION OF FLOW 4 FENCE POSTS, PER INCLUDE ALL HARDWARE, COMPONENTS, AND APPURTENANCES, TYP. SURFACE MOUNT, PER MANUF., TYP. FENCE PANELS PER MANUF. INCLUDE ALL HARDWARE, COMPONENTS, AND APPURTENANCES, TYP. 6' HT. SYNTHETIC LUMBER TRASH ENCLOSURE SYSTEM N T S 6' - 0 " 9'-4" 0' - 4 " SIDE VIEW PLAN VIEW 6' - 0 " 0' - 4 " EXIST. BIT. PVMT. TO REMAIN, TYP. 6" AGG. BASE FRONT VIEW 16'-4" 8'-2"8'-2" 9' - 4 " 16'-4" 1"X6" CEDAR FENCE PANELS. ATTACH PICKETS TO STRINGERS, ATTACH PANEL TO STEEL FRAME, ATTACH STEEL FRAME TO END POSTS. GATE CONSTRUCTION TO MATCH. NOTES: 1. PROVIDE SHOP DRAWINGS FOR ALL ENCLOSURE COMPONENTS, SYSTEM, HARDWARE AND ALL APPURTENANCES 2. INSTALL FENCE POSTS PER SITE PLAN LAYOUT AND AS SHOWN ON DETAIL PLAN VIEW, COORDINATE CUSTOM SIZING WITH MANUF. 3. PROVIDE LUMBER & COLOR SAMPLES PRIOR TO INSTALL, FOR OWNER APPROVAL 4. CONTRACTOR MAY PROPOSE A FENCING SYSTEM SIMILAR IN AESTHETICS & FUNCTIONALITY, SEE NOTE BELOW. 5. GATES, AS SHOWN ON PLAN, SHALL INCLUDE GATE HARDWARE, LATCHES AND ALL APPURTENANCES, AND BE WITHIN SAME MANUFACTURED SYSTEM OF FENCING/ENCLOSURE. 6. GATES TO BE LOCATED PER PLAN - MIN. 16' TOTAL WIDE, OPENING MIN. 150° 7. DIMENSIONS SHOWN ARE NOMINAL FOR FENCING COMPONENTS 8. POSTS, FRAME AND ALL HARDWARE SHALL BE POWDER COATED OR EQUIV. 9. FENCE SHALL BE 6' IN HEIGHT, AS SHOWN 10. SURFACE MOUNT, PER MANUF., ON TO NEW CONCRETE TRASH PAD, INCLUDE ALL HARDWARE 11. LAYOUT POSTS PRIOR TO INSTALLATION AND VERIFY ENCLOSURE SIZE W/ OWNER OR OWNER'S REPRESENTATIVE REFERENCE DETAIL ONLY. DETAIL CREATED BASED ON "COVRIT DUMPSTER ENCLOSURES" PER CITYSCAPES ARCHITECTURAL INNOVATIONS. CONTRACTOR SHALL PROVIDE SPECIFIC SHOP DRAWINGS FOR THIS SITE, OR EQUIVALENT. PROPOSED NEW CONC. SEE SITE PLAN & DETAILS, TYP. HEAVY DUTY "DROP BAR" LATCH, INCLUDE HINGE AND RECEIVER HARDWARE, PER MANUF. STANDARD GATE HANDLES, PER MANUF. STANDARD GATE GROUND PINS, PER MANUF. DRILL RECEIVING HOLE ON-SITE 7 Page 180 of 423 COPYRIGHT CIVIL SITE GROUP INC.c PR O J E C T 2026 ISSUE/SUBMITTAL SUMMARY DATE DESCRIPTION 06/08/2026 DEVELOPMENT APPLICATION PROJECT MANAGER MATT PAVEK CONTACT NUMBER 612-615-0060 X 701 DRAWN BY JR, JH, MP REVIEWED BY MP PROJECT NUMBER 25007 JA M B O A F R I C A R E S T A U R A N T 65 0 0 C A M D E N A V E N . , B R O O K L Y N C E N T E R , M N 5 5 4 3 0 AD R I A N V I R G E S 16 0 1 F R E E W A Y B L V D . # 1 7 4 6 M I N N E A P O L I S , M N 5 5 4 3 0 44263 Matthew R. Pavek LICENSE NO.DATE I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. 06/08/26 Civil Engineering ° Surveying ° Landscape Architecture 5000 Glenwood Avenue Golden Valley, MN 55422 civilsitegroup.com 612-615-0060 OW N E R PRE L I M I N A R Y : NOT F O R CON S T R U C T I O N C5.2 CIVIL DETAILS REVISION SUMMARY DATE DESCRIPTION 1. INSTALL SILT FENCE AND/OR OTHER APPROPRIATE TEMPORARY EROSION CONTROL DEVICES TO PREVENT SEDIMENT FROM LEAVING OR ENTERING THE PRACTICE DURING CONSTRUCTION. 2. ALL DOWN-GRADIENT PERIMETER SEDIMENT CONTROL BMP'S MUST BE IN PLACE BEFORE ANY UP-GRADIENT LAND DISTURBING ACTIVITY BEGINS. 3. PERFORM CONTINUOUS INSPECTIONS OF EROSION CONTROL PRACTICES. 4. AFTER SUBGRADE EXCAVATION BUT PRIOR TO CONSTRUCTION/INSTALLATION OF THE STORMWATER BMP, CONTRACTOR SHALL HAVE GEOTECHNICAL ENGINEER PERFORM DOUBLE-RING INFILTROMETER TEST (OR SIMILAR). TEST SHALL OCCUR AT BOTTOM OF SUBGRADE ELEVATION OF STORMWATER BMP (CHAMBERS, INFILTRATION BASINS ETC.) AT LOCATION(S) DETERMINED BY THE GEOTECHNICAL ENGINEER ON SITE. REPORT INFILTRATION RATES OF SOILS (NATIVE OR IMPORTED) TO CIVIL ENGINEER PRIOR TO ANY INSTALLATION RELATED TO THE BMP. TESTING SHOULD YIELD RESULTS OF APPROXIMATELY TWICE THE DESIGN RATE (DESIGN RATE FOR THIS PROJECT IS 0.8 IN/HR), PROVIDING A SAFETY FACTOR CONSISTENT WITH SECTION 16.11 OF THE NPDES CONSTRUCTION STORMWATER PERMIT. IF TEST RESULTS EXCEED 8.5 INCHES PER HOUR, SECTION 16.16 REQUIRES THAT SOILS BE AMENDED TO SLOW THE INFILTRATION RATE BELOW 8.3 INCHES PER HOUR. 5. INSTALL UTILITIES (WATER, SANITARY SEWER, ELECTRIC, PHONE, FIBER OPTIC, ETC) PRIOR TO THE STORMWATER SYSTEM. 6. PERFORM ALL OTHER SITE IMPROVEMENTS. 7. SEED AND MULCH ALL AREAS AFTER DISTURBANCE. 8. CONSTRUCT RETENTION DEVICE UPON STABILIZATION OF CONTRIBUTING DRAINAGE AREA. 9. IMPLEMENT TEMPORARY AND PERMANENT EROSION CONTROL PRACTICES. 10.PLANT AND MULCH SITE. 11.REMOVE TEMPORARY EROSION CONTROL DEVICES AFTER THE CONTRIBUTING DRAINAGE AREA IS ADEQUATELY VEGETATED. GENERAL NOTES 1. IN THE EVENT THAT SEDIMENT IS INTRODUCED INTO THE BMP DURING OR IMMEDIATELY FOLLOWING EXCAVATION, THIS MATERIAL SHALL BE REMOVED FROM THE PRACTICE PRIOR TO CONTINUING CONSTRUCTION. 2. GRADING OF RETENTION DEVICES SHALL BE ACCOMPLISHED USING LOW-COMPACTION EARTH-MOVING EQUIPMENT TO PREVENT COMPACTION OF UNDERLYING SOILS. 3. ALL SUB MATERIALS BELOW THE SPECIFIED RETENTION DEPTH (ELEVATION) SHALL BE UNDISTURBED, UNLESS OTHERWISE NOTED. 4. SEE UTILITY PLAN / SHOP DRAWINGS FOR SYSTEM LAYOUT. 5. TYPICAL DETAILS ARE FOR REFERENCE ONLY. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING WITH REVIEWED SHOP DRAWINGS. 6. CONTRACTOR TO CONFIRM FREE DRAINING SOILS EXIST AT BASE OF SYSTEM. IF NECESSARY, CONTRACTOR MUST OVEREXCAVATE TO REACH SUITABLE SOILS AND/OR PERFORM SOIL AMENDMENT AS NECESSARY TO ACHIEVE DESIGN INFILTRATION RATE. COORD. W/ GEOTECH. AND CIVIL ENGINEERS. INFILTRATION RATES TO BE BETWEEN 0.8-8.3 IN/HR. 7. STONE TO BE USED: FREE DRAINING ANGULAR DOUBLE WASHED STONE 3/4" - 2" PARTICLE SIZE - NON CARBONATE (LIMESTONE) AND NON CONCRETE. COORDINATE MATERIAL / PARTICLE SIZE W/ MANUFACTURER. INSTALL TO MIN. 95% STANDARD DENSITY PER AASHTO T99. 8. SEE SHOP DRAWINGS & COORDINATE WITH MANUFACTURER. CONSTRUCTION SEQUENCING NOTE: INDIVIDUAL CELL. SEE UTILITY PLAN & SHOP DRAWINGS FOR LAYOUT, ADDITIONAL INFORMATION. SYSTEM DESIGNED AS STORMTANK MODULE SYSTEM. BASIN 1P TO BE STORMTANK, AQUACELL, STORMBRIXX, R-TANK, OR APPROVED EQUIV. CELL/MODULE/BOX SYSTEM. Page 181 of 423 COPYRIGHT CIVIL SITE GROUP INC.c PR O J E C T 2026 ISSUE/SUBMITTAL SUMMARY DATE DESCRIPTION 06/08/2026 DEVELOPMENT APPLICATION PROJECT MANAGER MATT PAVEK CONTACT NUMBER 612-615-0060 X 701 DRAWN BY JR, JH, MP REVIEWED BY MP PROJECT NUMBER 25007 JA M B O A F R I C A R E S T A U R A N T 65 0 0 C A M D E N A V E N . , B R O O K L Y N C E N T E R , M N 5 5 4 3 0 AD R I A N V I R G E S 16 0 1 F R E E W A Y B L V D . # 1 7 4 6 M I N N E A P O L I S , M N 5 5 4 3 0 44263 Matthew R. Pavek LICENSE NO.DATE I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. 06/08/26 Civil Engineering ° Surveying ° Landscape Architecture 5000 Glenwood Avenue Golden Valley, MN 55422 civilsitegroup.com 612-615-0060 OW N E R PRE L I M I N A R Y : NOT F O R CON S T R U C T I O N C5.3 CIVIL DETAILS REVISION SUMMARY DATE DESCRIPTION Page 182 of 423 8 " P V C 8 " V C P 8 " P V C ( P e r R e c . ) 6 " D I P ( P e r R e c . ) 8 " D I P ( P e r R e c . ) 8" DIP (Per Rec.) 8" D I P (P e r R e c . ) Wat. Serv. (Per Rec.) 27" R C P 12" PVC 12" PV C (Per R e c . ) 15" HDPE15" HDPE 1 5 " R C P 12" PVC 27" RCP 12 " P V C St o r m S e w e r (P e r R e c . ) 1 2 " H D P E 1 2 " H D P E 15 PV C 15" HDPE Sto r m S e w e r (Pe r R e c . ) 24 " R C P 3 0 " R C P ( P e r R e c . ) 6 " C I P ( P e r R e c . ) 8 " P V C ( P e r R e c . ) ( A P u b l i c R / W ) C A M D E N A V E N U E N O R T H Concrete Walkway A c c e s s Concrete L a n d s c a p i n g R o c k L a n d s c a p i n g R o c k L a n d s c a p i n g R o c k L a n d s c a p i n g R o c k L a n d s c a p i n g R o c k Lands c a p i n g Rock 12 23 23 23 23 30 Pond Edge of Water Edge of Water K e y s t o n e R e t a i n i n g W a l l [17] Access Easement per Do c . Nos. 10490105 & T5482833 [17] Setback Area per Doc. Nos. 10490105 & T5475463 [21] Sidewalk Easement p e r D o c . Nos. 10574763 & T55469 6 9 Rip-Rap PID: 3611921130145 Address: 6500 Camden Avenue North PID: 3611921130119 Address: 615 66th Avenue North Owner: Jacinta LLC PID: 3611921130118 Address: 6545 West River Road Owner: Realty Income Props 3 LLC PID: 3611921130146 Address: 6420 Camden Avenue North Owner: Vereit Real Estate L P PARCEL A The N Line of REGISTERED L A N D SURVEY NO. 678 & its W'ly E x t e n s i o n PARCEL B PARCEL C [17] Sign Easement per Doc. Nos. 10490105 & T5475463 NO BUILDINGS CONSTRUCTION LIMITS 1 - NWM 5 - Ss 1 - UN 2 - Yf1 - Ku 5 - Bb 2 - Hn 1 - Cc 4 - Ku 3 - Hn2 - Yf 1 - GI 1 - Yg 1 - AG 1 - AG 1 - AG 3 - Cb 2 - Bb 2 - Yf 1 - Ku 2 - Yf1 - Fe 4 - Bb 3 - Ku 1 - Fe 2 - Hj2 7 - Fe 8 - Bb 3 - PA 1 - CS 1 - Po 1 - Hj21 - Cb 2 - Pd3 2 - Yf1 - Rg 5 - Ku 4 - Cb 1 - Rg1 - Yf 1 - Po 1 - Hj22 - Pd3 2 - CS 2 - PA 2 - Cb1 - CV TRIM EXISTING SHRUBS AND TREES FOR HEALTH AND AESTHETICS AS NEED. REPLACE SHRUBS AND TREES AS NEEDED. ENSURE SHRUBS REMAIN A MINIMUM 3 FT TALL AND APPROX. 80% OPAQUE IN SUMMER CONDITIONS. COORDINATE WORK WITH OWNER AND LANDSCAPE ARCHITECT PRIOR TO CONSTRUCTION. SYMBOL CODE QTY REMARKS COMMON / BOTANICAL NAME SIZE GROUND COVERS Rms 3,161 sf 1.5" DECORATIVE SCREENED ROCK/STONE INSTALLED 3" DEEP OVER GEOTEXTILE FABRIC. PROVIDE EDGING AS SHOWN ON LANDSCAPE PLAN. ROCK MAINTENANCE STRIP / ROCK MAINTENANCE STRIP Mulch Bg 1,555 sf BLUE GRASS SOD W/IMPROVED VARIATIES, INSTALLED ON PREPARED SOIL, CONTAINING 6" OF TOPSOIL W/MINIMUM 4% ORGANICS BY WEIGHT. SCARIFIED AND EVENLY GRADED. BIG ROLL PREFERRED FOR LARGER AREAS. BLUE GRASS SOD / SOD Sod MNDOT - SEED MIXES Wedge 982 sf SEEDING RATE: 35.5 LB/ACRE (63.1 SEEDS/SF). MNDOT TYPE1 MULCH W/STRAW, EROSION CONTROL BLANKET, OR HYDROMULCH. REFERENCE MNDOT SEEDING MANUAL SPECIFICATIONS (2023). MN SEED MIX #36-711 WOODLAND EDGE, / MNDOT – SHADED GRASSLAND SEED MIX Seed Mix PLANT SCHEDULE BUILDING-LOT LANDSCAPE L1.0 LANDSCAPE PLAN COPYRIGHT CIVIL SITE GROUP INC.c PR O J E C T 2026 ISSUE/SUBMITTAL SUMMARY DATE DESCRIPTION 06/08/2026 DEVELOPMENT APPLICATION PROJECT MANAGER MATT PAVEK CONTACT NUMBER 612-615-0060 X 701 DRAWN BY JR, JH, MP REVIEWED BY MP PROJECT NUMBER 25007 JA M B O A F R I C A R E S T A U R A N T 65 0 0 C A M D E N A V E N . , B R O O K L Y N C E N T E R , M N 5 5 4 3 0 AD R I A N V I R G E S 16 0 1 F R E E W A Y B L V D . # 1 7 4 6 M I N N E A P O L I S , M N 5 5 4 3 0 24904 Patrick J. Sarver LICENSE NO.DATE I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED LANDSCAPE ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA. 06/08/26 Civil Engineering ° Surveying ° Landscape Architecture 5000 Glenwood Avenue Golden Valley, MN 55422 civilsitegroup.com 612-615-0060 OW N E R PRE L I M I N A R Y : NOT F O R CON S T R U C T I O N 1. THE CONTRACTOR SHALL PROVIDE ONLY PLANT MATERIAL FREE OF NEONICOTINOID BASED INSECTICIDES AND/OR TREATMENTS OF ANY KIND, INCLUDING BY NOT LIMITED TO IMIDACLOPRID (CONFIDOR, ADMIRE, GAUCHO, ADVOCATE), THIAMETHOXAM (ACTARA, PLATINUM, CRUISER), CLOTHIANIDIN (PONCHO, DANTOSU, DANTOP), ACETAMIPRID (MOSPILAN, ASSAIL, CHIPCOTRISTAR), THIACLOPRID (CALYPSO), DINOTEFURAN (STARKLE, SAFARI, VENOM), AND NITENPYRAM (CAPSTAR, GUARDIAN). 2. CONTRACTOR SHALL CERTIFY, THROUGH SUPPLIERS POLICY STATEMENT OR AFFIDAVIT, THAT NO NEONICOTINOID BASED INSECTICIDES HAVE BEEN USED ON SITE OR DIRECTLY ADJACENT TO THE GROWING OR STORAGE PLOTS OF THE SUPPLIED PLANT MATERIAL, INCLUDING THE PLANTING OF AGRICULTURAL (OR OTHER) SEED TREATED WITH NEONICS.. POLLINATOR SAFE PLANT MATERIAL: LANDSCAPE NOTES: PROPOSED PERENNIAL PLANT SYMBOLS - SEE PLANT SCHEDULE AND PLAN FOR SPECIES AND PLANTING SIZES PROPOSED DECIDUOUS AND EVERGREEN SHRUB SYMBOLS - SEE PLANT SCHEDULE AND PLAN FOR SPECIES AND PLANTING SIZES PROPOSED ORNAMENTAL TREE SYMBOLS - SEE PLANT SCHEDULE AND PLAN FOR SPECIES AND PLANTING SIZES PROPOSED EVERGREEN TREE SYMBOLS - SEE PLANT SCHEDULE AND PLAN FOR SPECIES AND PLANTING SIZES PROPOSED CANOPY TREE SYMBOLS - SEE PLANT SCHEDULE AND PLAN FOR SPECIES AND PLANTING SIZES LANDSCAPE PLAN LEGEND: EDGING - SHALL BE COMMERCIAL GRADE, 4" DEPTH ALUMINUM, BLACK OR DARK GREEN IN COLOR, INCLUDE ALL CONNECTORS, STAKES, & ALL APPURTENANCES PER MANUF. INSTALL PER MANUF. INSTRUC./SPECS.SEE SHEET L1.1 FOR PLANTING SCHEDULE PLANTING SEASON SCHEDULE SEASON CONIFEROUS DECIDUOUS REMARKS SPRING PLANTING APRIL 15 - JUNE 15 APRIL 15 - JUNE 15 FALL PLANTING AUGUST 21 - SEPTEMBER 30 AUGUST 15 - NOVEMBER 15 NOTE: ADJUSTMENTS TO PLANTING DATES MUST BE APPROVED IN WRITING BY THE LANDSCAPE ARCHITECT. SEE SHEET C0.1 FOR GENERAL LANDSCAPE NOTES CONSTRUCTION LIMITS REVISION SUMMARY DATE DESCRIPTION 0 1" = 20'-0" 20'-0"10'-0" N Know what's below. before you dig.Call R MULCH SCHEDULE AREA MULCH TYPE EDGING FABRIC REMARKS TREE RINGS 4" DEPTH, SHREDDED CEDAR YES NO SEE DETAIL SHT. L1.1 PLANTING BEDS 4" DEPTH, SHREDDED CEDAR YES NO MAINT. STRIP AT BUILDING FOUNDATION NA NA NA NATIVE SEED AREAS NA NA NA NOTE: COORDINATE ALL MULCH AND PLANTING BED MATERIAL PRIOR TO INSTALLATION, PROVIDE SAMPLES AND SHOP DRAWINGS/PHOTOS/DATA SHEETS OF ALL MATERIALS 1. ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. CONTACT "GOPHER STATE ONE CALL" (651-454-0002 OR 800-252-1166) FOR UTILITY LOCATIONS, 48 HOURS PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL REPAIR OR REPLACE ANY UTILITIES THAT ARE DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. 2. REFERENCE MULCH SCHEDULE FOR MULCH MATERIALS AND LOCATIONS. 3. ALL TREES SHALL BE MULCHED WITH SHREDDED CEDAR MULCH TO OUTER EDGE OF SAUCER OR TO EDGE OF PLANTING BED, IF APPLICABLE. ALL MULCH SHALL BE KEPT WITHIN A MINIMUM OF 2" FROM TREE TRUNK. 4. IF SHOWN ON PLAN, RANDOM SIZED LIMESTONE BOULDERS COLOR AND SIZE TO COMPLIMENT NEW LANDSCAPING. OWNER TO APPROVE BOULDER SAMPLES PRIOR TO INSTALLATION. 5. PLANT MATERIALS SHALL CONFORM WITH THE AMERICAN ASSOCIATION OF NURSERYMEN STANDARDS AND SHALL BE OF HARDY STOCK, FREE FROM DISEASE, DAMAGE AND DISFIGURATION. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING PLUMPNESS OF PLANT MATERIAL FOR DURATION OF ACCEPTANCE PERIOD. 6. UPON DISCOVERY OF A DISCREPANCY BETWEEN THE QUANTITY OF PLANTS SHOWN ON THE SCHEDULE AND THE QUANTITY SHOWN ON THE PLAN, THE PLAN SHALL GOVERN. 7. CONDITION OF VEGETATION SHALL BE MONITORED BY THE LANDSCAPE ARCHITECT THROUGHOUT THE DURATION OF THE CONTRACT. LANDSCAPE MATERIALS PART OF THE CONTRACT SHALL BE WARRANTED FOR TWO (2) FULL GROWING SEASONS FROM SUBSTANTIAL COMPLETION DATE. 8. ALL AREAS DISTURBED BY CONSTRUCTION ACTIVITIES SHALL RECEIVE 6" LAYER TOPSOIL AND SOD AS SPECIFIED UNLESS OTHERWISE NOTED ON THE DRAWINGS. 9. COORDINATE LOCATION OF VEGETATION WITH UNDERGROUND AND OVERHEAD UTILITIES, LIGHTING FIXTURES, DOORS AND WINDOWS. CONTRACTOR SHALL STAKE IN THE FIELD FINAL LOCATION OF TREES AND SHRUBS FOR REVIEW AND APPROVAL BY THE LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. 10. ALL PLANT MATERIALS SHALL BE WATERED AND MAINTAINED UNTIL ACCEPTANCE. 11. REPAIR AT NO COST TO OWNER ALL DAMAGE RESULTING FROM LANDSCAPE CONTRACTOR'S ACTIVITIES. 12. SWEEP AND MAINTAIN ALL PAVED SURFACES FREE OF DEBRIS GENERATED FROM LANDSCAPE CONTRACTOR'S ACTIVITIES. 13. PROVIDE SITE WIDE IRRIGATION SYSTEM DESIGN AND INSTALLATION. SYSTEM SHALL BE FULLY PROGRAMMABLE AND CAPABLE OF ALTERNATE DATE WATERING. THE SYSTEM SHALL PROVIDE HEAD TO HEAD OR DRIP COVERAGE AND BE CAPABLE OF DELIVERING ONE INCH OF PRECIPITATION PER WEEK. SYSTEM SHALL EXTEND INTO THE PUBLIC RIGHT-OF-WAY TO THE EDGE OF PAVEMENT/BACK OF CURB. 14. CONTRACTOR SHALL SECURE APPROVAL OF PROPOSED IRRIGATION SYSTEM INCLUDING PRICING FROM OWNER, PRIOR TO INSTALLATION. SEE SHEET LT1.0 FOR EXTERIOR LIGHTING PLAN Page 183 of 423 SYMBOL CODE QTY REMARKS COMMON / BOTANICAL NAME CONT NATIVE PLANTS POLLINATOR FRIENDLY TREES NWM 1 New World Red Maple / Acer rubrum `New World`2.5" Cal. B&B NATIVE CULTIVAR Y GI 1 Northern Acclaim® Honey Locust / Gleditsia triacanthos inermis 'Harve'2.5" CAL. B&B NATIVE CULTIVAR Y UN 1 New Horizon American Elm / Ulmus americana `New Horizon`2.5" Cal. B&B NATIVE CULTIVAR Y 3 SUBTOTAL: EVERGREEN TREES PA 5 Norway Spruce / Picea abies `Acrocona`#10 CONT NOT NATIVE 5 SUBTOTAL: ORNAMENTAL TREES AG 3 Autumn Brilliance Serviceberry / Amelanchier x grandiflora `Autumn Brilliance`1.5" Cal. B&B NATIVE Y CS 3 TREE FORM Royal Purple Smokebush / Cotinus coggygria 'Royal Purple'5 GAL.NOT NATIVE Y CV 1 Thornless Cockspur Hawthorn / Crataegus crus-galli inermis TM 1.5" Cal. B&B NATIVE Y 7 SUBTOTAL: SYMBOL CODE QTY REMARKS COMMON / BOTANICAL NAME SIZE NATIVE PLANTS POLLINATOR FRIENDLY SHRUBS Cb 10 Firedance Dogwood / Cornus sericea `Bailadeline` TM #5 CONT NATIVE CULTIVAR Y Hj2 4 Kalm St. Johnswort / Hypericum kalmianum #2 CONT NATIVE Y Po 2 Yellow Ninebark / Physocarpus opulifolius `Dart`s Gold`#5 CONT NATIVE CULTIVAR Y Pd3 4 Diabolo Purple Ninebark / Physocarpus opulifolius 'Monlo' TM #5 CONT NATIVE CULTIVAR Y Rg 2 Gro-Low Fragrant Sumac / Rhus aromatica `Gro-Low`#5 CONT NATIVE Y Yf 11 Adam's Needle / Yucca filamentosa 3 GAL.NOT NATIVE Y Yg 1 Golden Sword Adam's Needle / Yucca filamentosa 'Golden Sword'1 GAL.NOT NATIVE Y 34 SUBTOTAL: GRASSES Bb 19 Blonde Ambition Blue Grama / Bouteloua gracilis `Blonde Ambition`#1 CONT NATIVE CULTIVAR Y Fe 9 Elijah Blue Fescue / Festuca glauca `Elijah Blue`#1 CONT NOT NATIVE N Ss 5 Standing Ovation Little Bluestem Grass / Schizachyrium scoparium `Standing Ovation`#1 CONT NATIVE CULTIVAR Y 33 SUBTOTAL: PERENNIALS Cc 2 Carmin Brilliant Crocosmia / Crocosmia x crocosmiiflora 'Carmin Brilliant'3.5" POT NOT NATIVE Y Hn 5 Mariachi™ Fuego Sneezeweed / Helenium autumnale 'Fuego'1 GAL.NATIVE CULTIVAR Y Ku 14 Red Hot Poker / Kniphofia uvaria 3.5" POT NOT NATIVE Y 21 SUBTOTAL: PLANT SCHEDULE BUILDING-LOT LANDSCAPE L1.1 LANDSCAPE PLAN NOTES & DETAILS COPYRIGHT CIVIL SITE GROUP INC.c PR O J E C T 2026 ISSUE/SUBMITTAL SUMMARY DATE DESCRIPTION 06/08/2026 DEVELOPMENT APPLICATION PROJECT MANAGER MATT PAVEK CONTACT NUMBER 612-615-0060 X 701 DRAWN BY JR, JH, MP REVIEWED BY MP PROJECT NUMBER 25007 JA M B O A F R I C A R E S T A U R A N T 65 0 0 C A M D E N A V E N . , B R O O K L Y N C E N T E R , M N 5 5 4 3 0 AD R I A N V I R G E S 16 0 1 F R E E W A Y B L V D . # 1 7 4 6 M I N N E A P O L I S , M N 5 5 4 3 0 24904 Patrick J. Sarver LICENSE NO.DATE I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED LANDSCAPE ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA. 06/08/26 Civil Engineering ° Surveying ° Landscape Architecture 5000 Glenwood Avenue Golden Valley, MN 55422 civilsitegroup.com 612-615-0060 OW N E R PRE L I M I N A R Y : NOT F O R CON S T R U C T I O N 1. ENTIRE SITE SHALL BE FULLY IRRIGATED. THE CONTRACTOR SHALL SUBMIT IRRIGATION SHOP DRAWINGS FOR REVIEW AND APPROVAL BY THE LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. 2. PROVIDE SITE WIDE IRRIGATION SYSTEM DESIGN AND INSTALLATION. SYSTEM SHALL BE FULLY PROGRAMMABLE AND CAPABLE OF ALTERNATE DATE WATERING. THE SYSTEM SHALL PROVIDE HEAD TO HEAD OR DRIP COVERAGE AND BE CAPABLE OF DELIVERING ONE INCH OF PRECIPITATION PER WEEK. SYSTEM SHALL EXTEND INTO THE PUBLIC RIGHT-OF-WAY TO THE EDGE OF PAVEMENT/BACK OF CURB. 3. CONTRACTOR SHALL SECURE APPROVAL OF PROPOSED IRRIGATION SYSTEM INLCUDING PRICING FROM OWNER, PRIOR TO INSTALLATION. 4. SEE MECHANICAL AND ELECTRICAL PLANS AND SPECIFICATIONS FOR IRRIGATION WATER, METER, AND POWER CONNECTIONS. 5. CONTRACTOR TO VERIFY LOCATION OF ALL UNDERGROUND/ABOVE GROUND FACILITIES PRIOR TO ANY EXCAVATION/INSTALLATION. ANY DAMAGE TO UNDERGROUND/ABOVE GROUND FACILITIES SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND COSTS ASSOCIATED WITH CORRECTING DAMAGES SHALL BE BORNE ENTIRELY BY THE CONTRACTOR. 6. SERVICE EQUIPMENT AND INSTALLATION SHALL BE PER LOCAL UTILITY COMPANY STANDARDS AND SHALL BE PER NATIONAL AND LOCAL CODES. EXACT LOCATION OF SERVICE EQUIPMENT SHALL BE COORDINATED WITH THE LANDSCAPE ARCHITECT OR EQUIVALENT AT THE JOB SITE. 7. CONTRACTOR SHALL COORDINATE WITH LOCAL UTILITY COMPANY FOR THE PROPOSED ELECTRICAL SERVICE AND METERING FACILITIES. 8. IRRIGATION WATER LINE CONNECTION SIZE IS 1- 12" AT BUILDING. VERIFY WITH MECHANICAL PLANS. 9. ALL MAIN LINES SHALL BE 18" BELOW FINISHED GRADE. 10. ALL LATERAL LINES SHALL BE 12" BELLOW FINISHED GRADE. 11. ALL EXPOSED PVC RISERS, IF ANY, SHALL BE GRAY IN COLOR. 12. CONTRACTOR SHALL LAY ALL SLEEVES AND CONDUIT AT 2'-0" BELOW THE FINISHED GRADE OF THE TOP OF PAVEMENT. EXTEND SLEEVES TO 2'-0" BEYOND PAVEMENT. 13. CONTRACTOR SHALL MARK THE LOCATION OF ALL SLEEVES AND CONDUIT WITH THE SLEEVING MATERIAL "ELLED" TO 2'-0" ABOVE FINISHED GRADE AND CAPPED. 14. FABRICATE ALL PIPE TO MANUFACTURE'S SPECIFICATIONS WITH CLEAN AND SQUARE CUT JOINTS. USE QUALITY GRADE PRIMER AND SOLVENT CEMENT FORMULATED FOR INTENDED TYPE OF CONNECTION. 15. BACKFILL ALL TRENCHES WITH SOIL FREE OF SHARP OBJECTS AND DEBRIS. 16. ALL VALVE BOXES AND COVERS SHALL BE BLACK IN COLOR. 17. GROUP VALVE BOXES TOGETHER FOR EASE WHEN SERVICE IS REQUIRED. LOCATE IN PLANT BED AREAS WHENEVER POSSIBLE. 18. IRRIGATION CONTROLLER LOCATION SHALL BE VERIFIED ON-SITE WITH OWNER'S REPRESENTATIVE. 19. CONTROL WIRES: 14 GAUGE DIRECT BURIAL, SOLID COPPER IRRIGATION WIRE. RUN UNDER MAIN LINE. USE MOISTURE-PROOF SPLICES AND SPLICE ONLY AT VALVES OR PULL BOXES. RUN SEPARATE HOT AND COMMON WIRE TO EACH VALVE AND ONE (1) SPARE WIRE AND GROUND TO FURTHEST VALVE FROM CONTROLLER. LABEL OR COLOR CODE ALL WIRES. 20. AVOID OVER SPRAY ON BUILDINGS, PAVEMENT, WALLS AND ROADWAYS BY INDIVIDUALLY ADJUSTING RADIUS OR ARC ON SPRINKLER HEADS AND FLOW CONTROL ON AUTOMATIC VALVE. 21. ADJUST PRESSURE REGULATING VALVES FOR OPTIMUM PRESSURE ON SITE. 22. USE SCREENS ON ALL HEADS. 23. A SET OF AS-BUILT DRAWINGS SHALL BE MAINTAINED ON-SITE AT ALL TIMES IN AN UPDATED CONDITION. 24. ALL PIPE 3" AND OVER SHALL HAVE THRUST BLOCKING AT EACH TURN. 25. ALL AUTOMATIC REMOTE CONTROL VALVES WILL HAVE 3" MINIMUM DEPTH OF 3/4" WASHED GRAVEL UNDERNEATH VALVE AND VALVE BOX. GRAVEL SHALL EXTENT 3" BEYOND PERIMETER OF VALVE BOX. 26. THERE SHALL BE 3" MINIMUM SPACE BETWEEN BOTTOM OF VALVE BOX COVER AND TOP OF VALVE STRUCTURE. IRRIGATION NOTES: REVISION SUMMARY DATE DESCRIPTION SEE SHEET L1.0 FOR GENERAL LANDSCAPE NOTES & LEGEND Know what's below. before you dig.Call R DRAWN @ ? size PERENNIAL BED PLANTING N T S PLANT TOP OF ROOTBALL 1-2" ABOVE ABOVE SURROUNDING GRADE ROOTS AT OUTER EDGE OF ROOTBALL LOOSENED TO ENSURE PROPER BACKFILL-TO-ROOT CONTACT SLOPE SIDES OF HOLE OR VERTICAL SIDES AT EDGE OF PLANTING BED EXISTING GRADE ROCK OR ORGANIC MULCH, SEE GENERAL LANDSCAPE NOTES AND PLAN NOTES FOR MULCH TYPE. KEEP MULCH MIN. 2" FROM PLANT STEM BACKFILL AS PER SPECIFICATION DO NOT EXCAVATE BELOW ROOTBALL. SIZE VARIES SEE LANDSCAPE PLAN MODIFY EXCAVATION BASED ON LOCATION OF PLANT MATERIAL AND DESIGN OF BEDS OR OVERALL PLANT PLACEMENT 2 DECIDUOUS & CONIFEROUS SHRUB PLANTING N T S PRUNE AS FIELD DIRECTED BY THE LANDSCAPE ARCHITECT TO IMPROVE APPEARANCE (RETAIN NORMAL SHAPE FOR SPECIES) PLANT TOP OF ROOTBALL 1-2" ABOVE ABOVE SURROUNDING GRADE ROOTS AT OUTER EDGE OF ROOTBALL LOOSENED TO ENSURE PROPER BACKFILL-TO-ROOT CONTACT SLOPE SIDES OF HOLE OR VERTICAL SIDES AT EDGE OF PLANTING BED EXISTING GRADE ROCK OR ORGANIC MULCH, SEE GENERAL LANDSCAPE NOTES AND PLAN NOTES FOR MULCH TYPE. KEEP MULCH MIN. 2" FROM PLANT TRUNK BACKFILL AS PER SPECIFICATION DO NOT EXCAVATE BELOW ROOTBALL. THREE TIMES WIDTH OF ROOTBALL RULE OF THUMB - MODIFY EXCAVATION BASED ON LOCATION OF PLANT MATERIAL AND DESIGN OF BEDS OR OVERALL PLANT PLACEMENT 3 THREE TIMES WIDTH OF ROOTBALL DECIDUOUS & CONIFEROUS TREE PLANTING N T S PRUNE AS FIELD DIRECTED BY THE LANDSCAPE ARCHITECT TO IMPROVE APPEARANCE (RETAIN NORMAL TREE SHAPE) THREE 2"X4"X8' WOODEN STAKES, STAINED BROWN WITH TWO STRANDS OF WIRE TWISTED TOGETHER. STAKES SHALL BE PLACED AT 120° TO ONE ANOTHER. WIRE SHALL BE THREADED THROUGH NYLON STRAPPING WITH GROMMETS. ALTERNATE STABILIZING METHODS MAY BE PROPOSED BY CONTRACTOR. TRUNK FLARE JUNCTION: PLANT TREE 1"-2" ABOVE EXISTING GRADE MULCH TO OUTER EDGE OF SAUCER OR TO EDGE OF PLANTING BED, IF APPLICABLE. ROCK OR ORGANIC MULCH, SEE GENERAL LANDSCAPE NOTES AND PLAN NOTES FOR MULCH TYPE. KEEP MULCH MIN. 2" FROM PLANT TRUNK EXISTING GRADE CUT AND REMOVE BURLAP FROM TOP 1/3 OF ROOT BALL. IF NON-BIODEGRADABLE, REMOVE COMPLETELY SLOPE SIDES OF HOLE OR VERTICAL SIDES AT EDGE OF PLANTING BED BACKFILL AS SPECIFIED COMPACT BOTTOM OF PIT, TYP. RULE OF THUMB - MODIFY EXCAVATION BASED ON LOCATION OF PLANT MATERIAL AND DESIGN OF BEDS OR OVERALL PLANT PLACEMENT 4 FINISHED GRADE 18" - SEE PLAN DRAWN @ ? size AGGREGATE MAINTANENCE STRIP N T S SLOPE - MIN. 2%, MAX. 5:1 VERIFY W/ GRADING PLAN FACE OF BUILDING, WALL, OR STRUCTURE MIN. 3" LAYER OF ROCK MULCH AS SPECIFIED. PROVIDE SAMPLE TO LANDSCAPE ARCHITECT FOR APPROVAL PRIOR TO INSTALLATION STAKED LANDSCAPE EDGER AS SPECIFIED, SEE MANUFACTURER'S INSTRUCTIONS AND SPECS. FOR INSTALLATION AND PLACEMENT WATER PERMEABLE GEOTEXTILE FABRIC AS SPECIFIED COMPACTED SUBGRADE 1 LANDSCAPE DETAILS: Page 184 of 423 8 " P V C 8 " V C P 8 " P V C ( P e r R e c . ) 6 " D I P ( P e r R e c . ) 8 " D I P ( P e r R e c . ) 8" DIP (Per Rec.) 8" D I P (P e r R e c . ) Wat. Serv. (Per Rec.) 27" RC P 12" PVC 12" PV C (Per R e c . ) 15" HDPE15" HDPE 1 5 " R C P 12" PVC 27" RCP 12 " P V C St o r m S e w e r (P e r R e c . ) 1 2 " H D P E 1 2 " H D P E 15 PV C 15" HDPE Sto r m S e w e r (Pe r R e c . ) 24 " R C P 3 0 " R C P ( P e r R e c . ) 6 " C I P ( P e r R e c . ) 8 " P V C ( P e r R e c . ) ( A P u b l i c R / W ) C A M D E N A V E N U E N O R T H Bituminous Parking Lot Bituminous Parking Lot Bituminous Parking Lot Bituminous Parking Lot B i t u m i n o u s S i d e w a l k Bituminous Parking Lot Bituminous Parking Lot Bituminous S i d e w a l k Concrete Walkway A c c e s s Concrete Concrete L a n d s c a p i n g R o c k L a n d s c a p i n g R o c k L a n d s c a p i n g R o c k L a n d s c a p i n g R o c k L a n d s c a p i n g R o c k L a n d s c a p i n g R o c k L a n d s c a p i n g R o c k L a n d s c a p i n g R o c k L a n d s c a p i n g R o c k Lands c a p i n g Rock 12 23 23 23 23 30 11 1 1 13 13 13 13 Truncated Dome Pond Edge of Water Edge of Water K e y s t o n e R e t a i n i n g W a l l [17] Access Easement per D o c . Nos. 10490105 & T5482833 [17] Setback Area per Doc. Nos. 10490105 & T5475463 [21] Sidewalk Easement p e r D o c . Nos. 10574763 & T55469 6 9 Found 1/2 Inch Iron Pipe w/ Illegible Cap Found 1/2 Inch Iron Pipe w/ Illegible Cap F o u n d 1 / 2 I n c h I r o n P i p e w / C a p N o . 1 5 4 8 0 Found 1/2 Inch Iron Pipe w/ Illegible Cap Rip-Rap PID: 3611921130145 Address: 6500 Camden Avenue North PID: 3611921130119 Address: 615 66th Avenue North Owner: Jacinta LLC PID: 3611921130118 Address: 6545 West River Road Owner: Realty Income Props 3 LLC PID: 3611921130146 Address: 6420 Camden Avenue North Owner: Vereit Real Estate L P [13] Drainage & Utility Easement per Plat of TOPGOLF ADDITION [13] Drainage & Utility Easement per Plat of TOPGOLF ADDITION [ 1 3 ] D r a i n a g e & U t i l i t y E a s e m e n t p e r P l a t o f T O P G O L F A D D I T I O N [ 1 3 ] D r a i n a g e & U t i l i t y E a s e m e n t p e r P l a t o f T O P G O L F A D D I T I O N [13] Drainage & Utility Easement per Plat of TOPGOLF ADDITION [13] D r a i n a g e & U t i l i t y E a s e m e n t per Pl a t o f T O P G O L F A D D I T I O N [13] Drainage & Utility Easement per Plat of TOPGOLF ADDITION Drainage & Utility Easement per Plat of TOPGOLF 2ND ADDITION Draina g e & U t i l i t y E a s e m e n t p e r Plat o f T O P G O L F 2 N D A D D I T I O N PARCEL A The N Line of REGISTERED L A N D SURVEY NO. 678 & its W'ly E x t e n s i o n PARCEL B PARCEL C [ A ] B i t u m i n o u s P a r k i n g L o t C r o s s e s P r o p e r t y L i n e [B] Iron Fence Crosses Property Line [17] Sign Easement per Doc. Nos. 10490105 & T5475463 NO BUILDINGS Drainage & Utility Easement per Plat of TOPGOLF 2ND ADDITION 1 2 10 P a r k i n g S t r i p e s p e r A e r i a l M a p p i n g S85°28'31"W 475.99 N 0 4 ° 3 1 ' 2 9 " W 1 1 1 . 8 2 N36 ° 3 6 ' 0 1 " E 5 1 . 6 9 N85°28'04"E 261.78 S 0 4 ° 3 5 ' 3 9 " E 1 4 7 . 3 5 S04°33'15"E 3.54 N85°26'44"E 180.05 INLET PROTECTION AT EXISTING CATCH BASIN TO REMAIN, TYP INLET PROTECTION AT EXISTING CATCH BASIN TO REMAIN, TYP INLET PROTECTION AT EXISTING CATCH BASIN TO REMAIN, TYP INLET PROTECTION AT EXISTING CATCH BASIN BEING REMOVED, TYP CONSTRUCTION ENTRANCE PERIMETER EROSION CONTROL AT CONSTRUCTION LIMITS, TYP. CONTRACTOR TO PROVIDE INLET PROTECTION AT ALL DOWNSTREAM CATCH BASINS. CONSTRUCTION LIMITS COPYRIGHT CIVIL SITE GROUP INC.c PR O J E C T 2026 ISSUE/SUBMITTAL SUMMARY DATE DESCRIPTION 06/08/2026 DEVELOPMENT APPLICATION PROJECT MANAGER MATT PAVEK CONTACT NUMBER 612-615-0060 X 701 DRAWN BY JR, JH, MP REVIEWED BY MP PROJECT NUMBER 25007 JA M B O A F R I C A R E S T A U R A N T 65 0 0 C A M D E N A V E N . , B R O O K L Y N C E N T E R , M N 5 5 4 3 0 AD R I A N V I R G E S 16 0 1 F R E E W A Y B L V D . # 1 7 4 6 M I N N E A P O L I S , M N 5 5 4 3 0 44263 Matthew R. Pavek LICENSE NO.DATE I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. 06/08/26 Civil Engineering ° Surveying ° Landscape Architecture 5000 Glenwood Avenue Golden Valley, MN 55422 civilsitegroup.com 612-615-0060 OW N E R PRE L I M I N A R Y : NOT F O R CON S T R U C T I O N SW1.0 SWPPP - EXISTING CONDITIONS 1. RESERVED FOR CITY SPECIFIC EROSION CONTROL NOTES. CITY OF BROOKYLN CENTER EROSION CONTROL NOTES:SWPPP LEGEND: EX. 1' CONTOUR ELEVATION INTERVAL INLET PROTECTION STABILIZED CONSTRUCTION ENTRANCE DRAINAGE ARROW SILT FENCE / BIOROLL - GRADING LIMIT 1125 ALL SPECIFIED EROSION AND SEDIMENT CONTROL PRACTICES, AND MEASURES CONTAINED IN THIS SWPPP ARE THE MINIMUM REQUIREMENTS. ADDITIONAL PRACTICES MAY BE REQUIRED DURING THE COURSE OF CONSTRUCTION. REVISION SUMMARY DATE DESCRIPTION 1. ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. CONTACT "GOPHER STATE ONE CALL" (651-454-0002 OR 800-252-1166) FOR UTILITY LOCATIONS, 48 HOURS PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL REPAIR OR REPLACE ANY UTILITIES THAT ARE DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. 2. THIS PROJECT IS GREATER THAN ONE ACRE AND WILL REQUIRE AN MPCA NPDES PERMIT. CONTRACTOR IS RESPONSIBLE FOR OBTAINING ANY EROSION CONTROL PERMITS REQUIRED BY THE CITY. 3. SEE SHEETS SW1.0 - SW1.5 FOR ALL EROSION CONTROL NOTES, DESCRIPTIONS, AND PRACTICES. 4. SEE GRADING PLAN FOR ADDITIONAL GRADING AND EROSION CONTROL NOTES. 5. CONTRACTOR IS RESPONSIBLE FOR SWPPP IMPLEMENTATION, INSPECTIONS, MAINTENANCE AND COMPLIANCE WITH THE PERMIT. SWPPP NOTES: 0 1" = 20'-0" 20'-0"10'-0" N Know what's below. before you dig.Call R Page 185 of 423 8 " P V C 8 " V C P 8 " P V C ( P e r R e c . ) 6 " D I P ( P e r R e c . ) 8 " D I P ( P e r R e c . ) 8" DIP (Per Rec.) 8" D I P (P e r R e c . ) Wat. Serv. (Per Rec.) 27" R C P 12" PVC 12" PV C (Per R e c . ) 15" HDPE15" HDPE 1 5 " R C P 12" PVC 27" RCP 12 " P V C St o r m S e w e r (P e r R e c . ) 1 2 " H D P E 1 2 " H D P E 15 PV C 15" HDPE Sto r m S e w e r (Pe r R e c . ) 24 " R C P 3 0 " R C P ( P e r R e c . ) 6 " C I P ( P e r R e c . ) 8 " P V C ( P e r R e c . ) ( A P u b l i c R / W ) C A M D E N A V E N U E N O R T H Bituminous Parking Lot Bituminous Parking Lot Bituminous Parking Lot B i t u m i n o u s S i d e w a l k Bituminous Parking Lot Bituminous Parking Lot Bituminous S i d e w a l k Concrete Walkway A c c e s s Concrete L a n d s c a p i n g R o c k L a n d s c a p i n g R o c k L a n d s c a p i n g R o c k L a n d s c a p i n g R o c k L a n d s c a p i n g R o c k Lands c a p i n g Rock 12 23 23 23 23 30 Pond Edge of Water Edge of Water K e y s t o n e R e t a i n i n g W a l l [17] Access Easement per D o c . Nos. 10490105 & T5482833 [17] Setback Area per Doc. Nos. 10490105 & T5475463 [21] Sidewalk Easement p e r D o c . Nos. 10574763 & T554696 9 Rip-Rap PID: 3611921130119 Address: 615 66th Avenue North Owner: Jacinta LLC PID: 3611921130118 Address: 6545 West River Road Owner: Realty Income Props 3 LLC PID: 3611921130146 Address: 6420 Camden Avenue North Owner: Vereit Real Estate L P [13] Drainage & Utility Easement per Plat of TOPGOLF ADDITION [13] Drainage & Utility Easement per Plat of TOPGOLF ADDITION [ 1 3 ] D r a i n a g e & U t i l i t y E a s e m e n t p e r P l a t o f T O P G O L F A D D I T I O N [ 1 3 ] D r a i n a g e & U t i l i t y E a s e m e n t p e r P l a t o f T O P G O L F A D D I T I O N [13] Drainage & Utility Easement per Plat of TOPGOLF ADDITION [13] D r a i n a g e & U t i l i t y E a s e m e n t per Pl a t o f T O P G O L F A D D I T I O N [13] Drainage & Utility Easement per Plat of TOPGOLF ADDITION Drainage & Utility Easement per Plat of TOPGOLF 2ND ADDITION Draina g e & U t i l i t y E a s e m e n t p e r Plat o f T O P G O L F 2 N D A D D I T I O N [ A ] B i t u m i n o u s P a r k i n g L o t C r o s s e s P r o p e r t y L i n e [B] Iron Fence Crosses Property Line [17] Sign Easement per Doc. Nos. 10490105 & T5475463 NO BUILDINGS Drainage & Utility Easement per Plat of TOPGOLF 2ND ADDITION PLACE EROSION CONTROL BLANKET ON ALL SLOPES 4:1 OR STEEPER, TYP. (MNDOT CATEGORY 30) INLET PROTECTION AT EXISTING CATCH BASIN TO REMAIN, TYP INLET PROTECTION AT EXISTING CATCH BASIN TO REMAIN, TYP INLET PROTECTION AT EXISTING CATCH BASIN TO REMAIN, TYP INLET PROTECTION AT PROPOSED CATCH BASIN, TYP INLET PROTECTION AT PROPOSED CATCH BASIN, TYP CONSTRUCTION ENTRANCE PERIMETER EROSION CONTROL AT CONSTRUCTION LIMITS, TYP. CONTRACTOR TO PROVIDE INLET PROTECTION AT ALL DOWNSTREAM CATCH BASINS. CONSTRUCTION LIMITS COPYRIGHT CIVIL SITE GROUP INC.c PR O J E C T 2026 ISSUE/SUBMITTAL SUMMARY DATE DESCRIPTION 06/08/2026 DEVELOPMENT APPLICATION PROJECT MANAGER MATT PAVEK CONTACT NUMBER 612-615-0060 X 701 DRAWN BY JR, JH, MP REVIEWED BY MP PROJECT NUMBER 25007 JA M B O A F R I C A R E S T A U R A N T 65 0 0 C A M D E N A V E N . , B R O O K L Y N C E N T E R , M N 5 5 4 3 0 AD R I A N V I R G E S 16 0 1 F R E E W A Y B L V D . # 1 7 4 6 M I N N E A P O L I S , M N 5 5 4 3 0 44263 Matthew R. Pavek LICENSE NO.DATE I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. 06/08/26 Civil Engineering ° Surveying ° Landscape Architecture 5000 Glenwood Avenue Golden Valley, MN 55422 civilsitegroup.com 612-615-0060 OW N E R PRE L I M I N A R Y : NOT F O R CON S T R U C T I O N SW1.1 SWPPP - PROPOSED CONDITIONS 1. RESERVED FOR CITY SPECIFIC EROSION CONTROL NOTES. CITY OF BROOKLYN CENTER EROSION CONTROL NOTES:SWPPP LEGEND: INLET PROTECTION STABILIZED CONSTRUCTION ENTRANCE DRAINAGE ARROW 1.0' CONTOUR ELEVATION INTERVAL SILT FENCE / BIOROLL - GRADING LIMIT EROSION CONTROL BLANKET 1137 REVISION SUMMARY DATE DESCRIPTION 1. ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. CONTACT "GOPHER STATE ONE CALL" (651-454-0002 OR 800-252-1166) FOR UTILITY LOCATIONS, 48 HOURS PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL REPAIR OR REPLACE ANY UTILITIES THAT ARE DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. 2. THIS PROJECT IS GREATER THAN ONE ACRE AND WILL REQUIRE AN MPCA NPDES PERMIT. CONTRACTOR IS RESPONSIBLE FOR OBTAINING ANY EROSION CONTROL PERMITS REQUIRED BY THE CITY. 3. SEE SHEETS SW1.0 - SW1.5 FOR ALL EROSION CONTROL NOTES, DESCRIPTIONS, AND PRACTICES. 4. SEE GRADING PLAN FOR ADDITIONAL GRADING AND EROSION CONTROL NOTES. 5. CONTRACTOR IS RESPONSIBLE FOR SWPPP IMPLEMENTATION, INSPECTIONS, MAINTENANCE AND COMPLIANCE WITH THE PERMIT. SWPPP NOTES: ALL SPECIFIED EROSION AND SEDIMENT CONTROL PRACTICES, AND MEASURES CONTAINED IN THIS SWPPP ARE THE MINIMUM REQUIREMENTS. ADDITIONAL PRACTICES MAY BE REQUIRED DURING THE COURSE OF CONSTRUCTION. EX. 1' CONTOUR ELEVATION INTERVAL1125 0 1" = 20'-0" 20'-0"10'-0" N Know what's below. before you dig.Call R Page 186 of 423 COPYRIGHT CIVIL SITE GROUP INC.c PR O J E C T 2026 ISSUE/SUBMITTAL SUMMARY DATE DESCRIPTION 06/08/2026 DEVELOPMENT APPLICATION PROJECT MANAGER MATT PAVEK CONTACT NUMBER 612-615-0060 X 701 DRAWN BY JR, JH, MP REVIEWED BY MP PROJECT NUMBER 25007 JA M B O A F R I C A R E S T A U R A N T 65 0 0 C A M D E N A V E N . , B R O O K L Y N C E N T E R , M N 5 5 4 3 0 AD R I A N V I R G E S 16 0 1 F R E E W A Y B L V D . # 1 7 4 6 M I N N E A P O L I S , M N 5 5 4 3 0 44263 Matthew R. Pavek LICENSE NO.DATE I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. 06/08/26 Civil Engineering ° Surveying ° Landscape Architecture 5000 Glenwood Avenue Golden Valley, MN 55422 civilsitegroup.com 612-615-0060 OW N E R PRE L I M I N A R Y : NOT F O R CON S T R U C T I O N SW1.2 SWPPP - DETAILS REVISION SUMMARY DATE DESCRIPTION NOTES: 1. REPLACE INLET GRATE UPON COMPLETE INSTALLATION OF INLET PROTECTION FABRIC. 2. CONTRACTOR SHALL REMOVE ALL ACCUMULATED SEDIMENT AND DEBRIS FROM THE SURFACE OF THE SYSTEM AFTER EACH STORM EVENT AND AT THE COMPLETION OF THE CONTRACT. 3. CONTRACTOR SHALL USE DANDY SACK OR APPROVED EQUIVALENT FOR STRUCTURES WITHOUT CURBING.CURB INLET SACK N T S OVERFLOW IS 12 OF THE CURB BOX HEIGHT OVERFLOW AT TOP OF FILTER ASSEMBLY EXISTING CURB, PLATE, BOX, AND GRATE DANDY CURB SACK OR APPROVED EQUIVALENT HIGH-FLOW FABRIC 1 FLOW 24 " 24 " 24 " MI N . 6" 6" SEDIMENT FENCE N T S FILTER FABRIC WITH WIRE SUPPORT NET AS SPECIFIED. METAL POST AS SPECIFIED. SUPPORT NET: 12 GAUGE 4"X4" WIRE HOOKED ONTO PERFORMED CHANNELS ON POSTS AS SPECIFIED. EXISTING GROUND SURFACE METAL POSTS 8'-0" O.C. MAX. CARRY WIRE SUPPORT NET DOWN INTO TRENCH ANCHOR FABRIC WITH SOIL, TAMP BACKFILL FILTER FABRIC AS SPECIFIED SECURE TO WIRE SUPPORT NET WITH METAL CLIPS 12" O.C. 2 TYPICAL STAPLE #8 GAUGE WIRE 1 1/2" 10 " NOTE: 1. PLACE STAPLES 2 FEET APART TO KEEP MATTING FIRMLY PRESSED TO SOIL. EROSION BLANKET N T S PLACE STAPLES 2 FEET APART TO KEEP MATTING FIRMLY PRESSED TO SOIL. 'D' EROSION STOP: FOLD OF MATTING BURIED IN SILT TRENCH AND TAMPED. DOUBLE ROW OF STAPLES 'C' OVERLAP: BURY UPPER END OF LOWER STRIP AS IN 'A' AND 'B'. OVERLAP END OF TOP STRIP 4" AND STAPLE 'B' TAMP THE TRENCH FULL OF SOIL. SECURE WITH ROW OF STAPLES, 10" SPACING, 4" DOWN FROM TRENCH 'A' BURY THE TOP END OF THE MATTING IN A TRENCH 4" OR MORE IN DEPTH 'E' OVERFALL 3 PROFILE PLAN TO CONSTRUCTION AREA N T S STABILIZED CONSTRUCTION ACCESS 24 ' ( M I N ) NOTES: 1. PROVIDE APPROPRIATE TRANSITION BETWEEN STABILIZED CONSTRUCTION ENTRANCE AND UNDISTURBED ROADWAY. 2. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO UNDISTURBED ROADWAY. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL STONE OR ADDING STONE TO THE LENGTH OF THE ENTRANCE. 3. REPAIR AND CLEANOUT MEASURES USED TO TRAP SEDIMENT. 4. ALL SEDIMENT SPILLED, DROPPED, WASHED, OR TRACKED ONTO UNDISTURBED ROADWAY SHALL BE REMOVED AS DIRECTED BY THE ENGINEER. 5. FINAL LOCATION AND INSTALLATION SHALL BE COORDINATED WITH THE CITY PRIOR TO CONSTRUCTION ACTIVITIES. 6. CRUSHED STONE SHALL BE 1-1/2" DIA. CLOSE GRADED, AND IN ACCORDANCE TO MNDOT SECTION 2118. EX I S T I N G U N D I S T U R B E D R O A D W A Y GEOTEXTILE FILTER FABRIC 6" MIN. CRUSHED STONE 75' MINIMUM EXISTING UNDISTURBED ROADWAY TO C O N S T R U C T I O N A R E A 30' FROM EDGE OF ROAD TO FRONT OF SPEED BUMP 35' R . 3 5 ' R . 4" HIGH, 18" WIDE SPEED BUMPFINISHED GRADE 4 FLOW SEDIMENT BIO-ROLL / COMPOST FILTER LOG N T S NOTE: 1. COMPOST FILTER LOGS (BIO ROLLS) SHALL BE FILTREXX EROSION CONTROL SOXX OR APPROVED EQUAL. 2. COMPOST FILLER TO BE MADE FROM A COMPOST BLEND 30%-40% GRADE 2 (SPEC 3890) AND 60%-70% PARTIALLY DECOMPOSED WOOD CHIPS, PER MNDOT SPEC 3897. 3. FILTER FABRIC SHALL BE GEOTEXTILE KNITTED MATERIAL WITH MAX. OPENINGS OF 3/8". 4. IF MULTIPLE ROLLS NEEDED, OVERLAP BY MIN. 12" AT ENDS AND STAKE. 5. SILT SHALL BE REMOVED ONCE IT REACHES 80% OF THE HEIGHT OF THE ROLL OR AS DEEMED NECESSARY BY SITE CONTRACTOR TO MAINTAIN PROPER FUNCTION. 8" M I N . EXISTING GROUND SURFACE WOODEN STAKES 1/2"X2"X16" MIN. PLACED 10' O.C. WHEN INSTALLED ON GROUND. IF INSTALLED ON PVMT. PROVIDE SANDBAGS BEHIND AND ON TOP AT MIN. 10' O.C. FILTER FABRIC AS SPECIFIED FILLER AS SPECIFIED FILL UPSTREAM BASE EDGE WITH 2" OF DIRT OR COMPOST TO EMBED ROLL. 5 = DIRECTION OF SURFACE FLOW PLAN INLET PROTECTION ROCK FILTER N T S PROPOSED FUTURE CURB AGGREGATE BASE 1 12" WASHED GRAVEL FILTER AGGREGATE BACKFILL STEEL PLATE IN PLACE CATCHBASIN 8-12" MINIMUM DEPTH 6 Page 187 of 423 SW1.3 SWPPP - NARRATIVE OWNER INFORMATIONTRAINING SECTION 21 PARTY RESPONSIBLE FOR LONG TERM OPERATION AND MAINTENANCE OF PERMANENT STORM WATER MANAGEMENT SYSTEM PERMANENT STORMWATER MANAGEMENT IS NOT REQUIRED AS PART OF THIS PROJECT TO MEET NPDES PERMIT REQUIREMENTS. THE PROPERTY OWNER IS RESPONSIBLE FOR THE LONG TERM OPERATION AND MAINTENANCE OF THE PROPOSED STORMWATER SYSTEM. AREAS AND QUANTITIES: SWPPP CONTACT PERSON CONTRACTOR:SWPPP INSPECTOR TRAINING: ALL SWPPP INSPECTIONS MUST BE PERFORMED BY A PERSON THAT MEETS THE TRAINING REQUIREMENTS OF THE NPDES CONSTRUCTION SITE PERMIT. TRAINING CREDENTIALS SHALL BE PROVIDED BY THE CONTRACTOR AND KEPT ON SITE WITH THE SWPPP NOTE: QUANTITIES ARE FOR INFORMATIONAL PURPOSES ONLY. CONTRACTOR SHALL DETERMINE FOR THEMSELVES THE EXACT QUANTITIES FOR BIDDING AND CONSTRUCTION. SUPPLEMENTARY SITE SPECIFIC EROSION CONTROL NOTES: THESE NOTES SUPERCEDE ANY GENERAL SWPPP NOTES. THIS PROJECT IS LESS THAN 1.0 ACRES SO AN NPDES PERMIT IS NOT REQUIRED AND DOES NOT NEED TO BE SUBMITTED TO THE MPCA. THE CONTRACTOR IS REQUIRED TO FOLLOW THE GUIDELINES IN THE NPDES PERMIT THROUGHOUT CONSTRUCTION. SWPPP ATTACHMENTS (ONLY APPLICABLE IF SITE IS 1 ACRE OR GREATER): CONTRACTOR SHALL OBTAIN A COPY OF THE FOLLOWING SWPPP ATTACHMENTS WHICH ARE A PART OF THE OVERALL SWPPP PACKAGE: ATTACHMENT A. CONSTRUCTION SWPPP TEMPLATE - SITE SPECIFIC SWPPP DOCUMENT ATTACHMENT B. CONSTRUCTION STORMWATER INSPECTION CHECKLIST ATTACHMENT C. MAINTENANCE PLAN FOR PERMANENT STORM WATER TREATMENT SYSTEMS ATTACHMENT D: STORMWATER MANAGEMENT REPORT - ON FILE AT THE OFFICE OF PROJECT ENGINEER. AVAILABLE UPON REQUEST. ATTACHMENT E: GEOTECHNICAL EVALUATION REPORT - ON FILE AT THE OFFICE OF PROJECT ENGINEER. AVAILABLE UPON REQUEST. THE CONTRACTOR AND ALL SUBCONTRACTORS INVOLVED WITH A CONSTRUCTION ACTIVITY THAT DISTURBS SITE SOIL OR WHO IMPLEMENT A POLLUTANT CONTROL MEASURE IDENTIFIED IN THE STORM WATER POLLUTION PREVENTION PLAN (SWPPP) MUST COMPLY WITH THE REQUIREMENTS OF THE NATIONAL POLLUTION DISCHARGE ELIMINATION SYSTEM (NPDES) GENERAL PERMIT (DATED AUGUST 1, 2018 # MNR100001) AND ANY LOCAL GOVERNING AGENCY HAVING JURISDICTION CONCERNING EROSION AND SEDIMENTATION CONTROL. STORMWATER DISCHARGE DESIGN REQUIREMENTS SWPPP THE NATURE OF THIS PROJECT WILL BE CONSISTENT WITH WHAT IS REPRESENTED IN THIS SET OF CONSTRUCTION PLANS AND SPECIFICATIONS. SEE THE SWPPP PLAN SHEETS AND SWPPP NARRATIVE (ATTACHMENT A: CONSTRUCTION SWPPP TEMPLATE) FOR ADDITIONAL SITE SPECIFIC SWPPP INFORMATION. THE PLANS SHOW LOCATIONS AND TYPES OF ALL TEMPORARY AND PERMANENT EROSION PREVENTION AND SEDIMENT CONTROL BMP'S. STANDARD DETAILS ARE ATTACHED TO THIS SWPPP DOCUMENT. THE INTENDED SEQUENCING OF MAJOR CONSTRUCTION ACTIVITIES IS AS FOLLOWS: 1. INSTALL STABILIZED ROCK CONSTRUCTION ENTRANCE 2. INSTALLATION OF SILT FENCE AROUND SITE 3. INSTALL ORANGE CONSTRUCTION FENCING AROUND INFILTRATION AREAS 4. INSTALL INLET PROTECTION AT ALL ADJACENT AND DOWNSTREAM CATCH BASINS 5. CLEAR AND GRUB FOR TEMPORARY SEDIMENT BASIN / POND INSTALL 6. CONSTRUCT TEMPORARY SEDIMENT BASIN / POND (SECTION 14) 7. CLEAR AND GRUB REMAINDER OF SITE 8. STRIP AND STOCKPILE TOPSOIL 9. ROUGH GRADING OF SITE 10. STABILIZE DENUDED AREAS AND STOCKPILES 11. INSTALL SANITARY SEWER, WATER MAIN STORM SEWER AND SERVICES 12. INSTALL SILT FENCE / INLET PROTECTION AROUND CB'S 13. INSTALL STREET SECTION 14. INSTALL CURB AND GUTTER 15. BITUMINOUS ON STREETS 16. FINAL GRADE BOULEVARD, INSTALL SEED AND MULCH 17. REMOVE ACCUMULATED SEDIMENT FROM BASIN / POND 18. FINAL GRADE POND / INFILTRATION BASINS (DO NOT COMPACT SOILS IN INFILTRATION AREAS.) 19. WHEN ALL CONSTRUCTION ACTIVITY IS COMPLETE AND THE SITE IS STABILIZED BY EITHER SEED OR SOD/LANDSCAPING, REMOVE SILT FENCE AND RESEED ANY AREAS DISTURBED BY THE REMOVAL. RECORDS RETENTION: THE SWPPP (ORIGINAL OR COPIES) INCLUDING, ALL CHANGES TO IT, AND INSPECTIONS AND MAINTENANCE RECORDS MUST BE KEPT AT THE SITE DURING CONSTRUCTION BY THE PERMITTEE WHO HAS OPERATIONAL CONTROL OF THAT PORTION OF THE SITE. THE SWPPP CAN BE KEPT IN EITHER THE FIELD OFFICE OR IN AN ON SITE VEHICLE DURING NORMAL WORKING HOURS. ALL OWNER(S) MUST KEEP THE SWPPP, ALONG WITH THE FOLLOWING ADDITIONAL RECORDS, ON FILE FOR THREE (3) YEARS AFTER SUBMITTAL OF THE NOT AS OUTLINED IN SECTION 4. THIS DOES NOT INCLUDE ANY RECORDS AFTER SUBMITTAL OF THE NOT. 1. THE FINAL SWPPP; 2. ANY OTHER STORMWATER RELATED PERMITS REQUIRED FOR THE PROJECT; 3.RECORDS OF ALL INSPECTION AND MAINTENANCE CONDUCTED DURING CONSTRUCTION (SEE SECTION 11, INSPECTIONS AND MAINTENANCE); 4. ALL PERMANENT OPERATION AND MAINTENANCE AGREEMENTS THAT HAVE BEEN IMPLEMENTED, INCLUDING ALL RIGHT OF WAY, CONTRACTS, COVENANTS AND OTHER BINDING REQUIREMENTS REGARDING PERPETUAL MAINTENANCE; AND 5. ALL REQUIRED CALCULATIONS FOR DESIGN OF THE TEMPORARY AND PERMANENT STORMWATER MANAGEMENT SYSTEMS. SWPPP IMPLEMENTATION RESPONSIBILITIES: 1. THE OWNER AND CONTRACTOR ARE PERMITTEE(S) AS IDENTIFIED BY THE NPDES PERMIT. 2. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL ON-SITE IMPLEMENTATION OF THE SWPPP, INCLUDING THE ACTIVITIES OF ALL OF THE CONTRACTOR'S SUBCONTRACTORS. 3. CONTRACTOR SHALL PROVIDE A PERSON(S) KNOWLEDGEABLE AND EXPERIENCED IN THE APPLICATION OF EROSION PREVENTION AND SEDIMENT CONTROL BMPS TO OVERSEE ALL INSTALLATION AND MAINTENANCE OF BMPS AND IMPLEMENTATION OF THE SWPPP. 4.CONTRACTOR SHALL PROVIDE PERSON(S) MEETING THE TRAINING REQUIREMENTS OF THE NPDES PERMIT TO CONDUCT INSPECTION AND MAINTENANCE OF ALL EROSION PREVENTION AND SEDIMENT CONTROL BMPS IN ACCORDANCE WITH THE REQUIREMENTS OF THE PERMIT. ONE OF THESE INDIVIDUAL(S) MUST BE AVAILABLE FOR AN ONSITE INSPECTION WITHIN 72 HOURS UPON REQUEST BY MPCA. CONTRACTOR SHALL PROVIDE TRAINING DOCUMENTATION FOR THESE INDIVIDUAL(S) AS REQUIRED BY THE NPDES PERMIT. THIS TRAINING DOCUMENTATION SHALL BE RECORDED IN OR WITH THE SWPPP BEFORE THE START OF CONSTRUCTION OR AS SOON AS THE PERSONNEL FOR THE PROJECT HAVE BEEN DETERMINED. DOCUMENTATION SHALL INCLUDE: 4.1. NAMES OF THE PERSONNEL ASSOCIATED WITH THE PROJECT THAT ARE REQUIRED TO BE TRAINED PER SECTION 21 OF THE PERMIT. 4.2. DATES OF TRAINING AND NAME OF INSTRUCTOR AND ENTITY PROVIDING TRAINING. 4.3. CONTENT OF TRAINING COURSE OR WORKSHOP INCLUDING THE NUMBER OF HOURS OF TRAINING. 5.FOLLOWING FINAL STABILIZATION AND THE TERMINATION OF COVERAGE FOR THE NPDES PERMIT, THE OWNER IS EXPECTED TO FURNISH LONG TERM OPERATION AND MAINTENANCE (O & M) OF THE PERMANENT STORM WATER MANAGEMENT SYSTEM. CONSTRUCTION ACTIVITY REQUIREMENTS SWPPP AMENDMENTS (SECTION 6): 1. ONE OF THE INDIVIDUALS DESCRIBED IN ITEM 21.2.A OR ITEM 21.2.B OR ANOTHER QUALIFIED INDIVIDUAL MUST COMPLETE ALL SWPPP CHANGES. CHANGES INVOLVING THE USE OF A LESS STRINGENT BMP MUST INCLUDE A JUSTIFICATION DESCRIBING HOW THE REPLACEMENT BMP IS EFFECTIVE FOR THE SITE CHARACTERISTICS. 2.PERMITTEES MUST AMEND THE SWPPP TO INCLUDE ADDITIONAL OR MODIFIED BMPS AS NECESSARY TO CORRECT PROBLEMS IDENTIFIED OR ADDRESS SITUATIONS WHENEVER THERE IS A CHANGE IN DESIGN, CONSTRUCTION, OPERATION, MAINTENANCE, WEATHER OR SEASONAL CONDITIONS HAVING A SIGNIFICANT EFFECT ON THE DISCHARGE OF POLLUTANTS TO SURFACE WATERS OR GROUNDWATER. 3.PERMITTEES MUST AMEND THE SWPPP TO INCLUDE ADDITIONAL OR MODIFIED BMPS AS NECESSARY TO CORRECT PROBLEMS IDENTIFIED OR ADDRESS SITUATIONS WHENEVER INSPECTIONS OR INVESTIGATIONS BY THE SITE OWNER OR OPERATOR, USEPA OR MPCA OFFICIALS INDICATE THE SWPPP IS NOT EFFECTIVE IN ELIMINATING OR SIGNIFICANTLY MINIMIZING THE DISCHARGE OF POLLUTANTS TO SURFACE WATERS OR GROUNDWATER OR THE DISCHARGES ARE CAUSING WATER QUALITY STANDARD EXCEEDANCES (E.G., NUISANCE CONDITIONS AS DEFINED IN MINN. R. 7050.0210, SUBP. 2) OR THE SWPPP IS NOT CONSISTENT WITH THE OBJECTIVES OF A USEPA APPROVED TMDL. BMP SELECTION AND INSTALLATION (SECTION 7): 1. PERMITTEES MUST SELECT, INSTALL, AND MAINTAIN THE BMPS IDENTIFIED IN THE SWPPP AND IN THIS PERMIT IN AN APPROPRIATE AND FUNCTIONAL MANNER AND IN ACCORDANCE WITH RELEVANT MANUFACTURER SPECIFICATIONS AND ACCEPTED ENGINEERING PRACTICES. EROSION PREVENTION (SECTION 8): 1. BEFORE WORK BEGINS, PERMITTEES MUST DELINEATE THE LOCATION OF AREAS NOT TO BE DISTURBED. 2.PERMITTEES MUST MINIMIZE THE NEED FOR DISTURBANCE OF PORTIONS OF THE PROJECT WITH STEEP SLOPES. WHEN STEEP SLOPES MUST BE DISTURBED, PERMITTEES MUST USE TECHNIQUES SUCH AS PHASING AND STABILIZATION PRACTICES DESIGNED FOR STEEP SLOPES (E.G., SLOPE DRAINING AND TERRACING). 3.PERMITTEES MUST STABILIZE ALL EXPOSED SOIL AREAS, INCLUDING STOCKPILES. STABILIZATION MUST BE INITIATED IMMEDIATELY TO LIMIT SOIL EROSION WHEN CONSTRUCTION ACTIVITY HAS PERMANENTLY OR TEMPORARILY CEASED ON ANY PORTION OF THE SITE AND WILL NOT RESUME FOR A PERIOD EXCEEDING 14 CALENDAR DAYS. STABILIZATION MUST BE COMPLETED NO LATER THAN 14 CALENDAR DAYS AFTER THE CONSTRUCTION ACTIVITY HAS CEASED. STABILIZATION IS NOT REQUIRED ON CONSTRUCTED BASE COMPONENTS OF ROADS, PARKING LOTS AND SIMILAR SURFACES. STABILIZATION IS NOT REQUIRED ON TEMPORARY STOCKPILES WITHOUT SIGNIFICANT SILT, CLAY OR ORGANIC COMPONENTS (E.G., CLEAN AGGREGATE STOCKPILES, DEMOLITION CONCRETE STOCKPILES, SAND STOCKPILES) BUT PERMITTEES MUST PROVIDE SEDIMENT CONTROLS AT THE BASE OF THE STOCKPILE. 4.FOR PUBLIC WATERS THAT THE MINNESOTA DNR HAS PROMULGATED "WORK IN WATER RESTRICTIONS" DURING SPECIFIED FISH SPAWNING TIME FRAMES, PERMITTEES MUST COMPLETE STABILIZATION OF ALL EXPOSED SOIL AREAS WITHIN 200 FEET OF THE WATER'S EDGE, AND THAT DRAIN TO THESE WATERS, WITHIN 24 HOURS DURING THE RESTRICTION PERIOD. 5.PERMITTEES MUST STABILIZE THE NORMAL WETTED PERIMETER OF THE LAST 200 LINEAR FEET OF TEMPORARY OR PERMANENT DRAINAGE DITCHES OR SWALES THAT DRAIN WATER FROM THE SITE WITHIN 24 HOURS AFTER CONNECTING TO A SURFACE WATER OR PROPERTY EDGE. PERMITTEES MUST COMPLETE STABILIZATION OF REMAINING PORTIONS OF TEMPORARY OR PERMANENT DITCHES OR SWALES WITHIN 14 CALENDAR DAYS AFTER CONNECTING TO A SURFACE WATER OR PROPERTY EDGE AND CONSTRUCTION IN THAT PORTION OF THE DITCH TEMPORARILY OR PERMANENTLY CEASES. 6. TEMPORARY OR PERMANENT DITCHES OR SWALES BEING USED AS A SEDIMENT CONTAINMENT SYSTEM DURING CONSTRUCTION (WITH PROPERLY DESIGNED ROCK-DITCH CHECKS, BIO ROLLS, SILT DIKES, ETC.) DO NOT NEED TO BE STABILIZED. PERMITTEES MUST STABILIZE THESE AREAS WITHIN 24 HOURS AFTER THEIR USE AS A SEDIMENT CONTAINMENT SYSTEM CEASES 7. PERMITTEES MUST NOT USE MULCH, HYDROMULCH, TACKIFIER, POLYACRYLAMIDE OR SIMILAR EROSION PREVENTION PRACTICES WITHIN ANY PORTION OF THE NORMAL WETTED PERIMETER OF A TEMPORARY OR PERMANENT DRAINAGE DITCH OR SWALE SECTION WITH A CONTINUOUS SLOPE OF GREATER THAN 2 PERCENT. 8.PERMITTEES MUST PROVIDE TEMPORARY OR PERMANENT ENERGY DISSIPATION AT ALL PIPE OUTLETS WITHIN 24 HOURS AFTER CONNECTION TO A SURFACE WATER OR PERMANENT STORMWATER TREATMENT SYSTEM. 9. PERMITTEES MUST NOT DISTURB MORE LAND (I.E., PHASING) THAN CAN BE EFFECTIVELY INSPECTED AND MAINTAINED IN ACCORDANCE WITH SECTION 11. SEDIMENT CONTROL (SECTION 9): 1. PERMITTEES MUST ESTABLISH SEDIMENT CONTROL BMPS ON ALL DOWNGRADIENT PERIMETERS OF THE SITE AND DOWNGRADIENT AREAS OF THE SITE THAT DRAIN TO ANY SURFACE WATER, INCLUDING CURB AND GUTTER SYSTEMS. PERMITTEES MUST LOCATE SEDIMENT CONTROL PRACTICES UPGRADIENT OF ANY BUFFER ZONES. PERMITTEES MUST INSTALL SEDIMENT CONTROL PRACTICES BEFORE ANY UPGRADIENT LAND-DISTURBING ACTIVITIES BEGIN AND MUST KEEP THE SEDIMENT CONTROL PRACTICES IN PLACE UNTIL THEY ESTABLISH PERMANENT COVER. 2.IF DOWNGRADIENT SEDIMENT CONTROLS ARE OVERLOADED, BASED ON FREQUENT FAILURE OR EXCESSIVE MAINTENANCE REQUIREMENTS, PERMITTEES MUST INSTALL ADDITIONAL UPGRADIENT SEDIMENT CONTROL PRACTICES OR REDUNDANT BMPS TO ELIMINATE THE OVERLOADING AND AMEND THE SWPPP TO IDENTIFY THESE ADDITIONAL PRACTICES AS REQUIRED IN ITEM 6.3. 3. TEMPORARY OR PERMANENT DRAINAGE DITCHES AND SEDIMENT BASINS DESIGNED AS PART OF A SEDIMENT CONTAINMENT SYSTEM (E.G., DITCHES WITH ROCK-CHECK DAMS) REQUIRE SEDIMENT CONTROL PRACTICES ONLY AS APPROPRIATE FOR SITE CONDITIONS. 4. A FLOATING SILT CURTAIN PLACED IN THE WATER IS NOT A SEDIMENT CONTROL BMP TO SATISFY ITEM 9.2 EXCEPT WHEN WORKING ON A SHORELINE OR BELOW THE WATERLINE. IMMEDIATELY AFTER THE SHORT TERM CONSTRUCTION ACTIVITY (E.G., INSTALLATION OF RIP RAP ALONG THE SHORELINE) IN THAT AREA IS COMPLETE, PERMITTEES MUST INSTALL AN UPLAND PERIMETER CONTROL PRACTICE IF EXPOSED SOILS STILL DRAIN TO A SURFACE WATER. 5. PERMITTEES MUST RE-INSTALL ALL SEDIMENT CONTROL PRACTICES ADJUSTED OR REMOVED TO ACCOMMODATE SHORT-TERM ACTIVITIES SUCH AS CLEARING OR GRUBBING, OR PASSAGE OF VEHICLES, IMMEDIATELY AFTER THE SHORT-TERM ACTIVITY IS COMPLETED. PERMITTEES MUST RE-INSTALL SEDIMENT CONTROL PRACTICES BEFORE THE NEXT PRECIPITATION EVENT EVEN IF THE SHORT-TERM ACTIVITY IS NOT COMPLETE. 6.PERMITTEES MUST PROTECT ALL STORM DRAIN INLETS USING APPROPRIATE BMPS DURING CONSTRUCTION UNTIL THEY ESTABLISH PERMANENT COVER ON ALL AREAS WITH POTENTIAL FOR DISCHARGING TO THE INLET. 7. PERMITTEES MAY REMOVE INLET PROTECTION FOR A PARTICULAR INLET IF A SPECIFIC SAFETY CONCERN (E.G. STREET FLOODING/FREEZING) IS IDENTIFIED BY THE PERMITTEES OR THE JURISDICTIONAL AUTHORITY (E.G., CITY/COUNTY/TOWNSHIP/MINNESOTA DEPARTMENT OF TRANSPORTATION ENGINEER). PERMITTEES MUST DOCUMENT THE NEED FOR REMOVAL IN THE SWPPP. 8. PERMITTEES MUST PROVIDE SILT FENCE OR OTHER EFFECTIVE SEDIMENT CONTROLS AT THE BASE OF STOCKPILES ON THE DOWNGRADIENT PERIMETER. 9. PERMITTEES MUST LOCATE STOCKPILES OUTSIDE OF NATURAL BUFFERS OR SURFACE WATERS, INCLUDING STORMWATER CONVEYANCES SUCH AS CURB AND GUTTER SYSTEMS UNLESS THERE IS A BYPASS IN PLACE FOR THE STORMWATER. 10. PERMITTEES MUST INSTALL A VEHICLE TRACKING BMP TO MINIMIZE THE TRACK OUT OF SEDIMENT FROM THE CONSTRUCTION SITE OR ONTO PAVED ROADS WITHIN THE SITE. 11. PERMITTEES MUST USE STREET SWEEPING IF VEHICLE TRACKING BMPS ARE NOT ADEQUATE TO PREVENT SEDIMENT TRACKING ONTO THE STREET. 12. PERMITTEES MUST INSTALL TEMPORARY SEDIMENT BASINS AS REQUIRED IN SECTION 14. 13. IN ANY AREAS OF THE SITE WHERE FINAL VEGETATIVE STABILIZATION WILL OCCUR, PERMITTEES MUST RESTRICT VEHICLE AND EQUIPMENT USE TO MINIMIZE SOIL COMPACTION. 14. PERMITTEES MUST PRESERVE TOPSOIL ON THE SITE, UNLESS INFEASIBLE. 15. PERMITTEES MUST DIRECT DISCHARGES FROM BMPS TO VEGETATED AREAS UNLESS INFEASIBLE. 16. PERMITTEES MUST PRESERVE A 50 FOOT NATURAL BUFFER OR, IF A BUFFER IS INFEASIBLE ON THE SITE, PROVIDE REDUNDANT (DOUBLE) PERIMETER SEDIMENT CONTROLS WHEN A SURFACE WATER IS LOCATED WITHIN 50 FEET OF THE PROJECT'S EARTH DISTURBANCES AND STORMWATER FLOWS TO THE SURFACE WATER. PERMITTEES MUST INSTALL PERIMETER SEDIMENT CONTROLS AT LEAST 5 FEET APART UNLESS LIMITED BY LACK OF AVAILABLE SPACE. NATURAL BUFFERS ARE NOT REQUIRED ADJACENT TO ROAD DITCHES, JUDICIAL DITCHES, COUNTY DITCHES, STORMWATER CONVEYANCE CHANNELS, STORM DRAIN INLETS, AND SEDIMENT BASINS. IF PRESERVING THE BUFFER IS INFEASIBLE, PERMITTEES MUST DOCUMENT THE REASONS IN THE SWPPP. SHEET PILING IS A REDUNDANT PERIMETER CONTROL IF INSTALLED IN A MANNER THAT RETAINS ALL STORMWATER. 17. PERMITTEES MUST USE POLYMERS, FLOCCULANTS, OR OTHER SEDIMENTATION TREATMENT CHEMICALS IN ACCORDANCE WITH ACCEPTED ENGINEERING PRACTICES, DOSING SPECIFICATIONS AND SEDIMENT REMOVAL DESIGN SPECIFICATIONS PROVIDED BY THE MANUFACTURER OR SUPPLIER. THE PERMITTEES MUST USE CONVENTIONAL EROSION AND SEDIMENT CONTROLS PRIOR TO CHEMICAL ADDITION AND MUST DIRECT TREATED STORMWATER TO A SEDIMENT CONTROL SYSTEM FOR FILTRATION OR SETTLEMENT OF THE FLOC PRIOR TO DISCHARGE. DEWATERING AND BASIN DRAINING (SECTION 10): 1. PERMITTEES MUST DISCHARGE TURBID OR SEDIMENT-LADEN WATERS RELATED TO DEWATERING OR BASIN DRAINING (E.G., PUMPED DISCHARGES, TRENCH/DITCH CUTS FOR DRAINAGE) TO A TEMPORARY OR PERMANENT SEDIMENT BASIN ON THE PROJECT SITE UNLESS INFEASIBLE. PERMITTEES MAY DEWATER TO SURFACE WATERS IF THEY VISUALLY CHECK TO ENSURE ADEQUATE TREATMENT HAS BEEN OBTAINED AND NUISANCE CONDITIONS (SEE MINN. R. 7050.0210, SUBP. 2) WILL NOT RESULT FROM THE DISCHARGE. IF PERMITTEES CANNOT DISCHARGE THE WATER TO A SEDIMENTATION BASIN PRIOR TO ENTERING A SURFACE WATER, PERMITTEES MUST TREAT IT WITH APPROPRIATE BMPS SUCH THAT THE DISCHARGE DOES NOT ADVERSELY AFFECT THE SURFACE WATER OR DOWNSTREAM PROPERTIES. 2.IF PERMITTEES MUST DISCHARGE WATER CONTAINING OIL OR GREASE, THEY MUST USE AN OIL-WATER SEPARATOR OR SUITABLE FILTRATION DEVICE (E.G., CARTRIDGE FILTERS, ABSORBENTS PADS) PRIOR TO DISCHARGE. 3. PERMITTEES MUST DISCHARGE ALL WATER FROM DEWATERING OR BASIN-DRAINING ACTIVITIES IN A MANNER THAT DOES NOT CAUSE EROSION OR SCOUR IN THE IMMEDIATE VICINITY OF DISCHARGE POINTS OR INUNDATION OF WETLANDS IN THE IMMEDIATE VICINITY OF DISCHARGE POINTS THAT CAUSES SIGNIFICANT ADVERSE IMPACT TO THE WETLAND. 4.IF PERMITTEES USE FILTERS WITH BACKWASH WATER, THEY MUST HAUL THE BACKWASH WATER AWAY FOR DISPOSAL, RETURN THE BACKWASH WATER TO THE BEGINNING OF THE TREATMENT PROCESS, OR INCORPORATE THE BACKWASH WATER INTO THE SITE IN A MANNER THAT DOES NOT CAUSE EROSION. INSPECTIONS AND MAINTENANCE (SECTION 11): 1. PERMITTEES MUST ENSURE A TRAINED PERSON, AS IDENTIFIED IN ITEM 21.2.B, WILL INSPECT THE ENTIRE CONSTRUCTION SITE AT LEAST ONCE EVERY SEVEN (7) DAYS DURING ACTIVE CONSTRUCTION AND WITHIN 24 HOURS AFTER A RAINFALL EVENT GREATER THAN 1/2 INCH IN 24 HOURS. 2.PERMITTEES MUST INSPECT AND MAINTAIN ALL PERMANENT STORMWATER TREATMENT BMPS. 3. PERMITTEES MUST INSPECT ALL EROSION PREVENTION AND SEDIMENT CONTROL BMPS AND POLLUTION PREVENTION MANAGEMENT MEASURES TO ENSURE INTEGRITY AND EFFECTIVENESS. PERMITTEES MUST REPAIR, REPLACE OR SUPPLEMENT ALL NONFUNCTIONAL BMPS WITH FUNCTIONAL BMPS BY THE END OF THE NEXT BUSINESS DAY AFTER DISCOVERY UNLESS ANOTHER TIME FRAME IS SPECIFIED IN ITEM 11.5 OR 11.6. PERMITTEES MAY TAKE ADDITIONAL TIME IF FIELD CONDITIONS PREVENT ACCESS TO THE AREA. 4.DURING EACH INSPECTION, PERMITTEES MUST INSPECT SURFACE WATERS, INCLUDING DRAINAGE DITCHES AND CONVEYANCE SYSTEMS BUT NOT CURB AND GUTTER SYSTEMS, FOR EVIDENCE OF EROSION AND SEDIMENT DEPOSITION. PERMITTEES MUST REMOVE ALL DELTAS AND SEDIMENT DEPOSITED IN SURFACE WATERS, INCLUDING DRAINAGE WAYS, CATCH BASINS, AND OTHER DRAINAGE SYSTEMS AND RESTABILIZE THE AREAS WHERE SEDIMENT REMOVAL RESULTS IN EXPOSED SOIL. PERMITTEES MUST COMPLETE REMOVAL AND STABILIZATION WITHIN SEVEN (7) CALENDAR DAYS OF DISCOVERY UNLESS PRECLUDED BY LEGAL, REGULATORY, OR PHYSICAL ACCESS CONSTRAINTS. PERMITTEES MUST USE ALL REASONABLE EFFORTS TO OBTAIN ACCESS. IF PRECLUDED, REMOVAL AND STABILIZATION MUST TAKE PLACE WITHIN SEVEN (7) DAYS OF OBTAINING ACCESS. PERMITTEES ARE RESPONSIBLE FOR CONTACTING ALL LOCAL, REGIONAL, STATE AND FEDERAL AUTHORITIES AND RECEIVING ANY APPLICABLE PERMITS, PRIOR TO CONDUCTING ANY WORK IN SURFACE WATERS. 5. PERMITTEES MUST INSPECT CONSTRUCTION SITE VEHICLE EXIT LOCATIONS, STREETS AND CURB AND GUTTER SYSTEMS WITHIN AND ADJACENT TO THE PROJECT FOR SEDIMENTATION FROM EROSION OR TRACKED SEDIMENT FROM VEHICLES. PERMITTEES MUST REMOVE SEDIMENT FROM ALL PAVED SURFACES WITHIN ONE (1) CALENDAR DAY OF DISCOVERY OR, IF APPLICABLE, WITHIN A SHORTER TIME TO AVOID A SAFETY HAZARD TO USERS OF PUBLIC STREETS. 6.PERMITTEES MUST REPAIR, REPLACE OR SUPPLEMENT ALL PERIMETER CONTROL DEVICES WHEN THEY BECOME NONFUNCTIONAL OR THE SEDIMENT REACHES 1/2 OF THE HEIGHT OF THE DEVICE. 7. PERMITTEES MUST DRAIN TEMPORARY AND PERMANENT SEDIMENTATION BASINS AND REMOVE THE SEDIMENT WHEN THE DEPTH OF SEDIMENT COLLECTED IN THE BASIN REACHES 1/2 THE STORAGE VOLUME. 8. PERMITTEES MUST ENSURE THAT AT LEAST ONE INDIVIDUAL PRESENT ON THE SITE (OR AVAILABLE TO THE PROJECT SITE IN THREE (3) CALENDAR DAYS) IS TRAINED IN THE JOB DUTIES DESCRIBED IN ITEM 21.2.B. 9. PERMITTEES MAY ADJUST THE INSPECTION SCHEDULE DESCRIBED IN ITEM 11.2 AS FOLLOWS: a. INSPECTIONS OF AREAS WITH PERMANENT COVER CAN BE REDUCED TO ONCE PER MONTH, EVEN IF CONSTRUCTION ACTIVITY CONTINUES ON OTHER PORTIONS OF THE SITE; OR b. WHERE SITES HAVE PERMANENT COVER ON ALL EXPOSED SOIL AND NO CONSTRUCTION ACTIVITY IS OCCURRING ANYWHERE ON THE SITE, INSPECTIONS CAN BE REDUCED TO ONCE PER MONTH AND, AFTER 12 MONTHS, MAY BE SUSPENDED COMPLETELY UNTIL CONSTRUCTION ACTIVITY RESUMES. THE MPCA MAY REQUIRE INSPECTIONS TO RESUME IF CONDITIONS WARRANT; OR c. WHERE CONSTRUCTION ACTIVITY HAS BEEN SUSPENDED DUE TO FROZEN GROUND CONDITIONS, INSPECTIONS MAY BE SUSPENDED. INSPECTIONS MUST RESUME WITHIN 24 HOURS OF RUNOFF OCCURRING, OR UPON RESUMING CONSTRUCTION, WHICHEVER COMES FIRST. 10. PERMITTEES MUST RECORD ALL INSPECTIONS AND MAINTENANCE ACTIVITIES WITHIN 24 HOURS OF BEING CONDUCTED AND THESE RECORDS MUST BE RETAINED WITH THE SWPPP. THESE RECORDS MUST INCLUDE: a.DATE AND TIME OF INSPECTIONS; AND b. NAME OF PERSONS CONDUCTING INSPECTIONS; AND c. ACCURATE FINDINGS OF INSPECTIONS, INCLUDING THE SPECIFIC LOCATION WHERE CORRECTIVE ACTIONS ARE NEEDED; AND d. CORRECTIVE ACTIONS TAKEN (INCLUDING DATES, TIMES, AND PARTY COMPLETING MAINTENANCE ACTIVITIES); AND e. DATE OF ALL RAINFALL EVENTS GREATER THAN 1/2 INCHES IN 24 HOURS, AND THE AMOUNT OF RAINFALL FOR EACH EVENT. PERMITTEES MUST OBTAIN RAINFALL AMOUNTS BY EITHER A PROPERLY MAINTAINED RAIN GAUGE INSTALLED ONSITE, A WEATHER STATION THAT IS WITHIN ONE (1) MILE OF YOUR LOCATION, OR A WEATHER REPORTING SYSTEM THAT PROVIDES SITE SPECIFIC RAINFALL DATA FROM RADAR SUMMARIES; AND f. IF PERMITTEES OBSERVE A DISCHARGE DURING THE INSPECTION, THEY MUST RECORD AND SHOULD PHOTOGRAPH AND DESCRIBE THE LOCATION OF THE DISCHARGE (I.E., COLOR, ODOR, SETTLED OR SUSPENDED SOLIDS, OIL SHEEN, AND OTHER OBVIOUS INDICATORS OF POLLUTANTS); AND g. ANY AMENDMENTS TO THE SWPPP PROPOSED AS A RESULT OF THE INSPECTION MUST BE DOCUMENTED AS REQUIRED IN SECTION 6 WITHIN SEVEN (7) CALENDAR DAYS. POLLUTION PREVENTION MANAGEMENT (SECTION 12): 1. PERMITTEES MUST PLACE BUILDING PRODUCTS AND LANDSCAPE MATERIALS UNDER COVER (E.G., PLASTIC SHEETING OR TEMPORARY ROOFS) OR PROTECT THEM BY SIMILARLY EFFECTIVE MEANS DESIGNED TO MINIMIZE CONTACT WITH STORMWATER. PERMITTEES ARE NOT REQUIRED TO COVER OR PROTECT PRODUCTS WHICH ARE EITHER NOT A SOURCE OF CONTAMINATION TO STORMWATER OR ARE DESIGNED TO BE EXPOSED TO STORMWATER. 2.PERMITTEES MUST PLACE PESTICIDES, FERTILIZERS AND TREATMENT CHEMICALS UNDER COVER (E.G., PLASTIC SHEETING OR TEMPORARY ROOFS) OR PROTECT THEM BY SIMILARLY EFFECTIVE MEANS DESIGNED TO MINIMIZE CONTACT WITH STORMWATER. 3. PERMITTEES MUST STORE HAZARDOUS MATERIALS AND TOXIC WASTE, (INCLUDING OIL, DIESEL FUEL, GASOLINE, HYDRAULIC FLUIDS, PAINT SOLVENTS, PETROLEUM-BASED PRODUCTS, WOOD PRESERVATIVES, ADDITIVES, CURING COMPOUNDS, AND ACIDS) IN SEALED CONTAINERS TO PREVENT SPILLS, LEAKS OR OTHER DISCHARGE. STORAGE AND DISPOSAL OF HAZARDOUS WASTE MATERIALS MUST BE IN COMPLIANCE WITH MINN. R. CH. 7045 INCLUDING SECONDARY CONTAINMENT AS APPLICABLE. 4.PERMITTEES MUST PROPERLY STORE, COLLECT AND DISPOSE SOLID WASTE IN COMPLIANCE WITH MINN. R. CH. 7035. 5.PERMITTEES MUST POSITION PORTABLE TOILETS SO THEY ARE SECURE AND WILL NOT TIP OR BE KNOCKED OVER. PERMITTEES MUST PROPERLY DISPOSE SANITARY WASTE IN ACCORDANCE WITH MINN. R. CH. 7041. 6.PERMITTEES MUST TAKE REASONABLE STEPS TO PREVENT THE DISCHARGE OF SPILLED OR LEAKED CHEMICALS, INCLUDING FUEL, FROM ANY AREA WHERE CHEMICALS OR FUEL WILL BE LOADED OR UNLOADED INCLUDING THE USE OF DRIP PANS OR ABSORBENTS UNLESS INFEASIBLE. PERMITTEES MUST ENSURE ADEQUATE SUPPLIES ARE AVAILABLE AT ALL TIMES TO CLEAN UP DISCHARGED MATERIALS AND THAT AN APPROPRIATE DISPOSAL METHOD IS AVAILABLE FOR RECOVERED SPILLED MATERIALS. PERMITTEES MUST REPORT AND CLEAN UP SPILLS IMMEDIATELY AS REQUIRED BY MINN. STAT. 115.061, USING DRY CLEAN UP MEASURES WHERE POSSIBLE. 7. PERMITTEES MUST LIMIT VEHICLE EXTERIOR WASHING AND EQUIPMENT TO A DEFINED AREA OF THE SITE. PERMITTEES MUST CONTAIN RUNOFF FROM THE WASHING AREA IN A SEDIMENT BASIN OR OTHER SIMILARLY EFFECTIVE CONTROLS AND MUST DISPOSE WASTE FROM THE WASHING ACTIVITY PROPERLY. PERMITTEES MUST PROPERLY USE AND STORE SOAPS, DETERGENTS, OR SOLVENTS. 8.PERMITTEES MUST PROVIDE EFFECTIVE CONTAINMENT FOR ALL LIQUID AND SOLID WASTES GENERATED BY WASHOUT OPERATIONS (E.G., CONCRETE, STUCCO, PAINT, FORM RELEASE OILS, CURING COMPOUNDS AND OTHER CONSTRUCTION MATERIALS) RELATED TO THE CONSTRUCTION ACTIVITY. PERMITTEES MUST PREVENT LIQUID AND SOLID WASHOUT WASTES FROM CONTACTING THE GROUND AND MUST DESIGN THE CONTAINMENT SO IT DOES NOT RESULT IN RUNOFF FROM THE WASHOUT OPERATIONS OR AREAS. PERMITTEES MUST PROPERLY DISPOSE LIQUID AND SOLID WASTES IN COMPLIANCE WITH MPCA RULES. PERMITTEES MUST INSTALL A SIGN INDICATING THE LOCATION OF THE WASHOUT FACILITY. PERMIT TERMINATION (SECTION 4 AND SECTION 13): 1. PERMITTEES MUST SUBMIT A NOT WITHIN 30 DAYS AFTER ALL TERMINATION CONDITIONS LISTED IN SECTION 13 ARE COMPLETE. 2.PERMITTEES MUST SUBMIT A NOT WITHIN 30 DAYS AFTER SELLING OR OTHERWISE LEGALLY TRANSFERRING THE ENTIRE SITE, INCLUDING PERMIT RESPONSIBILITY FOR ROADS (E.G., STREET SWEEPING) AND STORMWATER INFRASTRUCTURE FINAL CLEAN OUT, OR TRANSFERRING PORTIONS OF A SITE TO ANOTHER PARTY. THE PERMITTEES' COVERAGE UNDER THIS PERMIT TERMINATES AT MIDNIGHT ON THE SUBMISSION DATE OF THE NOT. 3. PERMITTEES MUST COMPLETE ALL CONSTRUCTION ACTIVITY AND MUST INSTALL PERMANENT COVER OVER ALL AREAS PRIOR TO SUBMITTING THE NOT. VEGETATIVE COVER MUST CONSIST OF A UNIFORM PERENNIAL VEGETATION WITH A DENSITY OF 70 PERCENT OF ITS EXPECTED FINAL GROWTH. VEGETATION IS NOT REQUIRED WHERE THE FUNCTION OF A SPECIFIC AREA DICTATES NO VEGETATION, SUCH AS IMPERVIOUS SURFACES OR THE BASE OF A SAND FILTER. 4.PERMITTEES MUST CLEAN THE PERMANENT STORMWATER TREATMENT SYSTEM OF ANY ACCUMULATED SEDIMENT AND MUST ENSURE THE SYSTEM MEETS ALL APPLICABLE REQUIREMENTS IN SECTION 15 THROUGH 19 AND IS OPERATING AS DESIGNED. 5.PERMITTEES MUST REMOVE ALL SEDIMENT FROM CONVEYANCE SYSTEMS PRIOR TO SUBMITTING THE NOT. 6.PERMITTEES MUST REMOVE ALL TEMPORARY SYNTHETIC EROSION PREVENTION AND SEDIMENT CONTROL BMPS PRIOR TO SUBMITTING THE NOT. PERMITTEES MAY LEAVE BMPS DESIGNED TO DECOMPOSE ON-SITE IN PLACE. 7. FOR RESIDENTIAL CONSTRUCTION ONLY, PERMIT COVERAGE TERMINATES ON INDIVIDUAL LOTS IF THE STRUCTURES ARE FINISHED AND TEMPORARY EROSION PREVENTION AND DOWNGRADIENT PERIMETER CONTROL IS COMPLETE, THE RESIDENCE SELLS TO THE HOMEOWNER, AND THE PERMITTEE DISTRIBUTES THE MPCA'S "HOMEOWNER FACT SHEET" TO THE HOMEOWNER. 8.FOR CONSTRUCTION PROJECTS ON AGRICULTURAL LAND (E.G., PIPELINES ACROSS CROPLAND), PERMITTEES MUST RETURN THE DISTURBED LAND TO ITS PRECONSTRUCTION AGRICULTURAL USE PRIOR TO SUBMITTING THE NOT. SEED NOTES: ALL SEED MIXES AND APPLICATION SHALL BE IN ACCORDANCE WITH THE MNDOT SEEDING MANUAL. GENERAL RECOMMENDATIONS: THE CONTRACTOR IS RESPONSIBLE TO SALVAGE AND PRESERVE EXISTING TOPSOIL NECESSARY FOR FINAL STABILIZATION AND TO ALSO MINIMIZE COMPACTION IN ALL LANDSCAPE AREAS. IMMEDIATELY BEFORE SEEDING THE SOIL SHALL BE TILLED TO A MINIMUM DEPTH OF 3 INCHES. TEMPORARY EROSION CONTROL SEEDING, MULCHING & BLANKET. SEED ·TEMPORARY SEED SHALL BE MNDOT SEED MIX 21-112 (WINTER WHEAT COVER CROP) FOR WINTER AND 21-111 (OATS COVER CROP) FOR SPRING/SUMMER APPLICATIONS. BOTH SEED MIXES SHALL BE APPLIED AT A SEEDING RATE OF 100 LBS/ACRE. MULCH ·IMMEDIATELY AFTER SEEDING, WITHIN 24 HOURS, MNDOT TYPE 1 MULCH SHOULD BE APPLIED TO PROTECT AND ENHANCE SEED GERMINATION. MULCH SHALL BE APPLIED AT 90% COVERAGE (2 TONS PER ACRE OF STRAW MULCH) SLOPES ·3:1 (HORIZ/VERT.) OR FLATTER MUCH SHALL BE COVERED WITH MULCH ·SLOPES STEEPER THAN 3:1 OR DITCH BOTTOMS SHALL BE COVERED WITH EROSION CONTROL BLANKET. ·SEE PLAN FOR MORE DETAILED DITCH AND STEEP SLOPE EROSION CONTROL TREATMENTS. REVISION SUMMARY DATE DESCRIPTION JAMBO AFRICAN RESTAURANT 1601 FREEWAY BLVD., #1746 MINNEAPOLIS, MN 55430 ADRIAN VIRGES 763-208-1456 EMAIL PROJECT NARRATIVE: PROJECT IS A REDEVELOPMENT OF AN EXISTING PARKING LOT INTO A ONE STORY COMMERCIAL SITE WITH ASSOCIATED ABOVE GROUND PARKING. SITE, GRADING, UTILITY AND LANDSCAPE IMPROVEMENTS WILL OCCUR. NATIVE BUFFER NARRATIVE: PRESERVING A 50 FOOT NATURAL BUFFER AROUND WATER BODIES IS NOT PROVIDED IN THESE PLANS. INFILTRATION NARRATIVE: INFILTRATION IS PROVIDED AS PART OF THE PROJECTS PERMANENT STORM WATER MANAGEMENT SYSTEM. SOIL CONTAMINATION NARRATIVE: SOILS ONSITE HAVE NOT BEEN IDENTIFIED AS CONTAMINATED. SPECIAL TMDL BMP REQUIREMENTS SITE SPECIFIC (IF REQUIRED): THIS PROJECT IS WITHIN ONE MILE AND DISCHARGES TO THE MISSISSIPPI RIVER . THE MISSISSIPPI RIVER IS IDENTIFIED AS AN IMPAIRED WATER BODY PER THE MPCA'S 303(D) IMPAIRED WATERS LIST. THE MISSISSIPPI RIVER IS IMPAIRED FOR FECAL COLIFORM, MERCURY IN FISH TISSUE, NUTRIENTS, AND PCBS IN FISH TISSUE. BECAUSE THIS WATER BODY IS LOCATED WITHIN ONE MILE OF THE SITE, BMPS AS DEFINED IN THE NPDES PERMIT ITEMS 23.9 AND 23.10 APPLY. THESE ARE AS FOLLOWS: 1. DURING CONSTRUCTION: A. STABILIZATION OF ALL EXPOSED SOIL AREAS MUST BE INITIATED IMMEDIATELY TO LIMIT SOIL EROSION BUT IN NO CASE COMPLETED LATER THAN SEVEN (7) DAYS AFTER THE CONSTRUCTION ACTIVITY IN THAT PORTION OF THE SITE HAS TEMPORARILY OR PERMANENTLY CEASED. B. TEMPORARY SEDIMENT BASIN REQUIREMENTS DESCRIBED IN SECTION 14. MUST BE USED FOR COMMON DRAINAGE LOCATIONS THAT SERVE AN AREA WITH FIVE (5) OR MORE ACRES DISTURBED AT ONE TIME. PERMANENT STABILIZATION NOTES SITE SPECIFIC: PERMANENT SEED MIX ·FOR THIS PROJECT ALL AREAS THAT ARE NOT TO BE SODDED OR LANDSCAPED SHALL RECEIVE A NATIVE PERMANENT SEED MIX. ··AREAS IN BUFFERS AND ADJACENT TO OR IN WET AREAS MNDOT SEED MIX 33-261 (STORMWATER SOUTH AND WEST) AT 35 LBS PER ACRE. ··DRY AREAS MNDOT SEED MIX 35-221 (DRY PRAIRIE GENERAL) AT 40 LBS PER ACRE. ·MAINTENANCE SHALL BE IN ACCORDANCE TO THE MNDOT SEEDING MANUAL. COPYRIGHT CIVIL SITE GROUP INC.c PR O J E C T 2026 ISSUE/SUBMITTAL SUMMARY DATE DESCRIPTION 06/08/2026 DEVELOPMENT APPLICATION PROJECT MANAGER MATT PAVEK CONTACT NUMBER 612-615-0060 X 701 DRAWN BY JR, JH, MP REVIEWED BY MP PROJECT NUMBER 25007 JA M B O A F R I C A R E S T A U R A N T 65 0 0 C A M D E N A V E N . , B R O O K L Y N C E N T E R , M N 5 5 4 3 0 AD R I A N V I R G E S 16 0 1 F R E E W A Y B L V D . # 1 7 4 6 M I N N E A P O L I S , M N 5 5 4 3 0 44263 Matthew R. Pavek LICENSE NO.DATE I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. 06/08/26 Civil Engineering ° Surveying ° Landscape Architecture 5000 Glenwood Avenue Golden Valley, MN 55422 civilsitegroup.com 612-615-0060 OW N E R PRE L I M I N A R Y : NOT F O R CON S T R U C T I O N DESIGN ENGINEER: DAVID J. KNAEBLE P.E. TRAINING COURSE: DESIGN OF SWPPP TRAINING ENTITY: UNIVERSITY OF MINNESOTA INSTRUCTOR: JOHN CHAPMAN DATES OF TRAINING COURSE: 8/22/2012- 8/23/2012 TOTAL TRAINING HOURS: 12 DATE OF RECERTIFICATION: 1/3/2025 EXPIRATION: 5/31/2028 Page 188 of 423 COPYRIGHT CIVIL SITE GROUP INC.c PR O J E C T 2026 ISSUE/SUBMITTAL SUMMARY DATE DESCRIPTION 06/08/2026 DEVELOPMENT APPLICATION PROJECT MANAGER MATT PAVEK CONTACT NUMBER 612-615-0060 X 701 DRAWN BY JR, JH, MP REVIEWED BY MP PROJECT NUMBER 25007 JA M B O A F R I C A R E S T A U R A N T 65 0 0 C A M D E N A V E N . , B R O O K L Y N C E N T E R , M N 5 5 4 3 0 AD R I A N V I R G E S 16 0 1 F R E E W A Y B L V D . # 1 7 4 6 M I N N E A P O L I S , M N 5 5 4 3 0 44263 Matthew R. Pavek LICENSE NO.DATE I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. 06/08/26 Civil Engineering ° Surveying ° Landscape Architecture 5000 Glenwood Avenue Golden Valley, MN 55422 civilsitegroup.com 612-615-0060 OW N E R PRE L I M I N A R Y : NOT F O R CON S T R U C T I O N SW1.4 SWPPP - ATTACHMENTS ATTACHMENT A: SITE SPECIFIC SWPPP DOCUMENT SOILS INFORMATION GENERAL SITE INFORMATION (5.1) 1. DESCRIBE THE LOCATION AND TYPE OF ALL TEMPORARY AND PERMANENT EROSION PREVENTION AND SEDIMENT CONTROL BEST MANAGEMENT PRACTICES (BMP'S). INCLUDE THE TIMING FOR INSTALLATION AND PROCEDURES USED TO ESTABLISH ADDITIONAL TEMPORARY BMP'S AS NECESSARY. (5.5) THE PROJECT IS PROTECTED BY TWO (W) MAIN BMP'S, SILT FENCE AND INLET PROTECTION DEVICES. THE SILT FENCE WILL BE INSTALLED AT THE DOWNHILL LOCATIONS OF THE SITE AND MONITORED AS NECESSARY. INLET PROTECTION DEVICES WILL BE INSTALLED IN ALL CATCH BASINS ON THE SITE AND ANY OFF SITE THAT WILL RECEIVE STORMWATER RUNOFF FROM THIS SITE. AS THE PROJECT PROGRESSES ADDITIONAL BMP'S SUCH AS EROSION CONTROL BLANKET MAY BE UTILIZED. 2. ATTACH TO THIS SWPPP A TABLE WITH THE ANTICIPATED QUANTITIES FOR THE LIFE OF THE PROJECT FOR ALL EROSION PREVENTION AND SEDIMENT CONTROL BMP'S (5.7). SEE PAGE SW1.3 3. ATTACH TO THIS SWPPP A SITE MAP THAT INCLUDES THE FOLLOWING FEATURES (5.9): EXIST AND FINAL GRADES, INCLUDING DIVIDING LINES AND DIRECTION OF FLOW FOR ALL PRE AND POST-CONSTRUCTION STORMWATER RUNOFF DRAINAGE AREAS LOCATED WITHIN THE PROJECT LIMITS. LOCATIONS OF IMPERVIOUS SURFACES AND SOIL TYPES. ·EXISTING AND FINAL GRADES, INCLUDING DIVIDING LINES AND DIRECTION OF FLOW FOR ALL PRE AND POST-CONSTRUCTION STORMWATER RUNOFF DRAINAGE AREAS LOCATED WITHIN PROJECT LIMITS. ·LOCATIONS OF AREAS NOT TO BE DISTURBED. ·LOCATION OF AREAS OF PHASED CONSTRUCTION. ·ALL SURFACE WATERS AND EXISTING WETLANDS WITHIN ONE MILE FROM THE PROJECT BOUNDARIES THAT WILL RECEIVE STORMWATER RUNOFF FROM THE SITE (IDENTIFIABLE ON MAPS SUCH AS USGS 7.5 MINUTE QUADRANGLE MAPS OR EQUIVALENT. WHERE SURFACE WATERS RECEIVING RUNOFF ASSOCIATED WITH CONSTRUCTION ACTIVITY WILL NOT FIT ON THE PLAN SHEET, THEY MUST BE IDENTIFIED WITH AN ARROW, INDICATING BOTH DIRECTION AND DISTANCE TO THE SURFACE WATER. ·METHODS TO BE USED FOR FINAL STABILIZATION OF ALL EXPOSED SOIL AREA 4. WERE STORMWATER MITIGATION MEASURES REQUIRED AS THE RESULT OF AN ENVIRONMENTAL, ARCHAEOLOGICAL, OR OTHER REQUIRED LOCAL, STATE OR FEDERAL REVIEW OF THE PROJECT? NO IF YES, DESCRIBE HOW THESE MEASURES WERE ADDRESSED IN THE SWPPP. (5.16) N/A 5. IS THE PROJECT LOCATED IN A KARST AREA SUCH THAT ADDITIONAL MEASURES WOULD BE NECESSARY TO PROJECT DRINKING WATER SUPPLY MANAGEMENT AREAS AS DESCRIBED IN MINN. R. CHAPTERS 7050 AND 7060? NO IF YES, DESCRIBE THE ADDITIONAL MEASURES TO BE USED. (SECTION 23) N/A 6. DOES THE SITE DISCHARGE TO A CALCEREOUS FEN LISTED IN MINN. R. 7050.0180, SUBP. 6.B?NO IF YES, A LETTER OF APPROVAL FROM THE MINNESOTA DEPARTMENT OF NATURAL RESOURCES MUST BE OBTAINED PRIOR TO APPLICATION FOR THIS PERMIT. 7. DOES THE SITE DISCHARGE TO A WATER THAT IS LISTED AS IMPAIRED FOR THE FOLLOWING POLLUTANT(S) OR STRESSOR(S): PHOSPHORUS, TURBIDITY, DISSOLVED OXYGEN OR BIOTIC IMPAIRMENT? USE THE SPECIAL AND IMPAIRED WATERS SEARCH TOOL AT: WWW.PCA.STATE.MN.US/WATER/STORMWATER/STORMWATER-C.HTML NO IF NO, SKIP TO TRAINING DOES THE IMPAIRED WATER HAVE AN APPROVED TOTAL MAXIMUM DAILY LOADS (TMDL) WITH AN APPROVED WASTE LOAD ALLOCATION FOR CONSTRUCTION ACTIVITY? YES IF YES: A. LIST THE RECEIVING WATER, THE AREAS OF THE SITE DISCHARGING TO IT, AND THE POLLUTANT(S) IDENTIFIED IN THE TMDL. B. LIST THE BMP'S AND ANY OTHER SPECIFIC CONSTRUCTION STORMWATER RELATED IMPLEMENTATION ACTIVITIES IDENTIFIED IN THE TMDL. IF THE SITE HAS A DISCHARGE POINT WITHIN ONE MILE OF THE IMPAIRED WATER AND THE WATER FLOWS TO THE IMPAIRED WATER BUT NO SPECIFIC BMPS FOR CONSTRUCTION ARE IDENTIFIED IN THE TMDL, THE ADDITIONAL BMPS IN SECTION 23 MUST BE ADDED TO THE SWPPP AND IMPLEMENTED (15.19). THE ADDITIONAL BMPS ONLY APPLY TO THOSE PORTIONS OF THE PROJECT THAT DRAIN TO ONE OF THE IDENTIFIED DISCHARGE POINTS. NOT APPLICABLE 8. IDENTIFY ADJACENT PUBLIC WATERS WHERE THE MINNESOTA DEPARTMENT OF NATURAL RESOURCES (DNR) HAS DECLARED “WORK IN WATER RESTRICTIONS” DURING FISH SPAWNING TIMEFRAMES N/A SELECTION OF A PERMANENT STORMWATER MANAGEMENT SYSTEM (SECTION 15) 1. WILL THE PROJECT CREATE A NEW CUMULATIVE IMPERVIOUS SURFACE GREATER THAN OR EQUAL TO ONE ACRE? NO IF YES, A WATER QUALITY VOLUME OF ONE INCH OF RUNOFF FROM THE CUMULATIVE NEW IMPERVIOUS SURFACES MUST BE RETAINED ON SITE (SEE 16.7 OF THE PERMIT) THROUGH INFILTRATION UNLESS PROHIBITED DUE TO ONE OF THE REASONS IN ITEMS 16.4 THROUGH 16.21. IF INFILTRATION IS PROHIBITED IDENTIFY OTHER METHOD OF MEETING WATER QUALITY REQUIREMENTS (E.G., FILTRATION SYSTEM, WET SEDIMENTATION BASIN, REGIONAL PONDING OR EQUIVALENT METHOD 2. DESCRIBE WHICH METHOD WILL BE USED TO TREAT RUNOFF FROM THE NEW IMPERVIOUS SURFACES CREATED BY THE PROJECT: INCLUDE ALL CALCULATIONS AND DESIGN INFORMATION FOR THE METHOD SELECTED. SEE SECTION 23 OF THE PERMIT FOR SPECIFIC REQUIREMENTS ASSOCIATED WITH EACH METHOD. INFILTRATION CALCULATIONS ARE WITHIN THE SITE STORM WATER MANAGEMENT REPORT AND PART OF THIS SWPPP AS ATTACHMENT D. 3. IF IT IS NOT FEASIBLE TO MEET THE TREATMENT REQUIREMENT FOR THE WATER QUALITY VOLUME, DESCRIBE WHY. THIS CAN INCLUDE PROXIMITY TO BEDROCK OR ROAD PROJECTS WHERE THE LACK OF RIGHT OF WAY PRECLUDES THE INSTALLATION OF ANY PERMANENT STORMWATER MANAGEMENT PRACTICES. DESCRIBE WHAT OTHER TREATMENT, SUCH AS GRASS SWALES, SMALLER PONDS, OR GRIT CHAMBERS, WILL BE IMPLEMENTED TO TREAT RUNOFF PRIOR TO DISCHARGE TO SURFACE WATERS. (15.8) IT IS FEASIBLE TO MEET REQUIREMENT FOR WATER QUALITY VOLUME. 4. FOR PROJECTS THAT DISCHARGE TO TROUT STREAMS, INCLUDING TRIBUTARIES TO TROUT STREAMS, IDENTIFY METHOD OF INCORPORATING TEMPERATURE CONTROLS INTO THE PERMANENT STORMWATER MANAGEMENT SYSTEM. N/A EROSION PREVENTION PRACTICES (SECTION 8.1) DESCRIBE THE TYPES OF TEMPORARY EROSION PREVENTION BMP'S EXPECTED TO BE IMPLEMENTED ON THIS SITE DURING CONSTRUCTION: 1. DESCRIBE CONSTRUCTION PHASING, VEGETATIVE BUFFER STRIPS, HORIZONTAL SLOPE GRADING, AND OTHER CONSTRUCTION PRACTICES TO MINIMIZE EROSION. DELINEATE AREAS NOT TO BE DISTURBED (E.G., WITH FLAGS, STAKES, SIGNS, SILT FENCE, ETC.) BEFORE WORK BEGINS. SILT FENCE WILL BE INSTALLED AT THE DOWNHILL LOCATIONS OF THE SITE. 2. DESCRIBE METHODS OF TEMPORARILY STABILIZING SOILS AND SOIL STOCKPILES (E.G., MULCHES, HYDRAULIC TACKIFIERS, EROSION BLANKETS, ETC.): TEMPORARY EROSION PROTECTION WILL BE SEED AND MULCH AND EROSION BLANKETS WHERE REQUIRED, WITH PERMANENT COVER BEING EITHER SOD OR LANDSCAPE FEATURES. 3. DESCRIBE METHODS OF DISSIPATING VELOCITY ALONG STORMWATER CONVEYANCE CHANNELS AND AT CHANNEL OUTLETS (E.G., CHECK DAMS, SEDIMENT TRAPS, RIP RAP, ETC.): SOD WILL BE UTILIZED ALONG CHANNELS AND RIP RAP AT CHANNEL. 4. DESCRIBE METHODS TO BE USED FOR STABILIZATION OF DITCH AND SWALE WETTED PERIMETERS (NOTE THAT MULCH, HYDRAULIC SOIL TACKIFIERS, HYDROMULCHES, ETC. ARE NOT ACCEPTABLE SOIL STABILIZATION METHODS FOR ANY PART OF A DRAINAGE DITCH OR SWALE) FINAL STABILIZATION OF SWALES WILL BE SOD 5. DESCRIBE METHODS TO BE USED FOR ENERGY DISSIPATION AT PIPE OUTLETS (E.G., RIP RAP, SPLASH PADS, GABIONS, ETC.) RIP RAP WILL BE UTILIZED AT PIPE OUTLETS 6. DESCRIBE METHODS TO BE USED TO PROMOTE INFILTRATION AND SEDIMENT REMOVAL ON THE SITE PRIOR TO OFFSITE DISCHARGE, UNLESS INFEASIBLE (E.G., DIRECT STORMWATER FLOW TO VEGETATED AREAS): DISCONNECTED IMPERVIOUS AREA AND INFILTRATION AREAS WILL BE UTILIZED 7. FOR DRAINAGE OR DIVERSION DITCHES, DESCRIBE PRACTICES TO STABILIZE THE NORMAL WETTED PERIMETER WITHIN 200 LINEAL FEET OF THE PROPERTY EDGE OR POINT OF DISCHARGE TO SURFACE WATER. THE LAST 200 LINEAL FEET MUST BE STABILIZED WITHIN 24 HOURS AFTER CONNECTING TO SURFACE WATERS AND CONSTRUCTION IN THAT PORTION OF THE DITCH HAS TEMPORARILY OR PERMANENTLY CEASED FOR ALL DISCHARGES TO SPECIAL, IMPAIRED OR “WORK IN WATER RESTRICTIONS”. ALL OTHER REMAINING PORTIONS OF THE TEMPORARY OR PERMANENT DITCHES OR SWALES WITHIN 14 CALENDAR DAYS AFTER CONNECTING TO A SURFACE WATER, PROPERTY EDGE AND CONSTRUCTION IN THAT AREA HAS TEMPORARILY OR PERMANENTLY CEASED. N/A, NO DITCHES ON SITE 8. DESCRIBE ADDITIONAL EROSION PREVENTION MEASURES THAT WILL BE IMPLEMENTED AT THE SITE DURING CONSTRUCTION (E.G., CONSTRUCTION PHASING, MINIMIZING SOIL DISTURBANCE, VEGETATIVE BUFFERS, HORIZONTAL SLOPE GRADING, SLOPE DRAINING/TERRACING, ETC.): OTHER EROSION CONTROL PRACTICES INCLUDE BUT ARE NOT LIMITED TO; MINIMIZING SITE EXPOSURE WHEN POSSIBLE. 9. IF APPLICABLE, INCLUDE ADDITIONAL REQUIREMENTS IN APPENDIX A PART C.3 REGARDING MAINTAINING A 100-FOOT BUFFER ZONE OR INSTALLING REDUNDANT BMPS FOR PORTIONS OF THE SITE THAT DRAIN TO SPECIAL WATERS). N/A 10. IF APPLICABLE, DESCRIBE ADDITIONAL EROSION PREVENTION BMPS TO BE IMPLEMENTED AT THE SITE TO PROTECT PLANNED FILTRATION AREAS MINIMIZE SITE EXPOSURE IN AREAS ADJACENT TO FILTRATION AREAS. SEDIMENT CONTROL PRACTICES (SECTION 9.1) DESCRIBE THE METHODS OF SEDIMENT CONTROL BMPS TO BE IMPLEMENTED AT THIS SITE DURING CONSTRUCTION TO MINIMIZE SEDIMENT IMPACTS TO SURFACE WATERS, INCLUDING CURB AND GUTTER SYSTEMS 1. DESCRIBE METHODS TO BE USED FOR DOWN GRADIENT PERIMETER CONTROL: SILT FENCE WILL BE INSTALLED AROUND THE ENTIRE PERIMETER OF THE SITE 2. DESCRIBE METHODS TO BE USED TO CONTAIN SOIL STOCKPILES: SEED AND MULCH AS WELL AS EROSION CONTROL BLANKETS WILL BE UTILIZED AS NECESSARY 3. DESCRIBE METHODS TO BE USED FOR STORM DRAIN INLET PROTECTION: SEE INLET PROTECTION DETAILS 4. DESCRIBE METHODS TO MINIMIZE VEHICLE TRACKING AT CONSTRUCTION EXITS AND STREET SWEEPING ACTIVITIES: THE PROJECT WILL UTILIZE A ROCK CONSTRUCTION ENTRANCE. 5. DESCRIBE METHODS, IF APPLICABLE, ADDITIONAL SEDIMENT CONTROLS (E.G., DIVERSION BERMS) TO BE INSTALLED TO KEEP RUNOFF AWAY FROM PLANNED INFILTRATION AREAS WHEN EXCAVATED PRIOR TO FINAL STABILIZATION OF THE CONTRIBUTING DRAINAGE AREA: SILT FENCE TO BE INSTALLED IMMEDIATELY AFTER GRADING TO PROTECT INFILTRATION AREAS. 6. DESCRIBE METHODS TO BE USED TO MINIMIZE SOIL COMPACTION AND PRESERVE TOP SOIL (UNLESS INFEASIBLE) AT THIS SITE: LIGHT TRACKED EQUIPMENT WILL BE USED, TOPSOIL WILL BE STRIPPED AND STOCKPILED 7. DESCRIBE PLANS TO PRESERVE A 50-FOOT NATURAL BUFFER BETWEEN THE PROJECT'S SOIL DISTURBANCE AND A SURFACE WATER OR PLANS FOR REDUNDANT SEDIMENT CONTROLS IF A BUFFER IS INFEASIBLE: DOUBLE ROW OF SILT FENCE WILL BE INSTALLED ALONG WETLAND. PROJECT WILL NOT DISTURB WITHIN 200 FEET OF WETLAND. 8. DESCRIBE PLANS FOR USE OF SEDIMENTATION TREATMENT CHEMICALS (E.G., POLYMERS, FLOCCULANTS, ETC.) SEE PART 9.18 OF THE PERMIT: N/A 9. IS THE PROJECT REQUIRED TO INSTALL A TEMPORARY SEDIMENT BASIN DUE TO 10 OR MORE ACRES DRAINING TO A COMMON LOCATION OR 5 ACRES OR MORE IF THE SITE IS WITHIN 1 MILE OF A SPECIAL OR IMPAIRED WATER? NO IF YES, DESCRIBE (OR ATTACH PLANS ) SHOWING HOW THE BASIN WILL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH SECTION 14. PROPOSED FILTRATION BASINS WILL SERVE AS TEMPORARY SEDIMENTS BASINS THAT WILL THEN BE CONVERTED TO PERMANENT FILTRATIONS BASINS. DEWATERING AND BASIN DRAINING (SECTION 10.1) 1. WILL THE PROJECT INCLUDE DEWATERING OR BASIN DRAINING? NO IF YES, DESCRIBE MEASURES TO BE USED TO TREAT/DISPOSE OF TURBID OR SEDIMENT-LADEN WATER AND METHOD TO PREVENT EROSION OR SCOUR OF DISCHARGE POINTS (SEE 10.2 THROUGH 10.5 OF THE PERMIT): N/A 2. WILL THE PROJECT INCLUDE USE OF FILTERS FOR BACKWASH WATER? NO IF YES, DESCRIBE HOW FILTER BACKWASH WATER WILL BE MANAGED ON THE SITE OR PROPERLY DISPOSED (10.6): N/A ADDITIONAL BMP'S FOR SPECIAL WATERS AND DISCHARGES TO WETLANDS (SECTION 23.1) 1. SPECIAL WATERS. DOES YOUR PROJECT DISCHARGE TO SPECIAL WATERS? NO 2. IF PROXIMITY TO BEDROCK OR ROAD PROJECTS WHERE THE LACK OF RIGHT OF WAY PRECLUDES THE INSTALLATION OF ANY OF THE PERMANENT STORMWATER MANAGEMENT PRACTICES, THEN OTHER TREATMENT SUCH AS GRASSED SWALES, SMALLER PONDS, OR GRIT CHAMBERS IS REQUIRED PRIOR TO DISCHARGE TO SURFACE WATERS. DESCRIBE WHAT OTHER TREATMENT WILL BE PROVIDED. N/A 3. DESCRIBE EROSION AND SEDIMENT CONTROLS FOR EXPOSED SOIL AREAS WITH A CONTINUOUS POSITIVE SLOPE TO A SPECIAL WATERS, AND TEMPORARY SEDIMENT BASINS FOR AREAS THAT DRAIN FIVE OR MORE ACRES DISTURBED AT ONE TIME. N/A 4. DESCRIBE THE UNDISTURBED BUFFER ZONE TO BE USED (NOT LESS THAN 100 LINEAR FEET FROM THE SPECIAL WATER). N/A 5. DESCRIBE HOW THE PERMANENT STORMWATER MANAGEMENT SYSTEM WILL ENSURE THAT THE PRE AND POST PROJECT RUNOFF RATE AND VOLUME FROM THE 1, AND 2-YEAR 24-HOUR PRECIPITATION EVENTS REMAINS THE SAME. N/A 6. DESCRIBE HOW THE PERMANENT STORMWATER MANAGEMENT SYSTEM WILL MINIMIZE ANY INCREASE IN THE TEMPERATURE OF TROUT STREAM RECEIVING WATERS RESULTING IN THE 1, AND 2-YEAR 24-HOUR PRECIPITATION EVENTS. N/A 7. WETLANDS. DOES YOUR PROJECT DISCHARGE STORMWATER WITH THE POTENTIAL FOR SIGNIFICANT ADVERSE IMPACTS TO A WETLAND (E.G., CONVERSION OF A NATURAL WETLAND TO A STORMWATER POND)? NO IF YES, DESCRIBE THE WETLAND MITIGATION SEQUENCE THAT WILL BE FOLLOWED IN ACCORDANCE WITH SECTION 22 OF THE PERMIT. N/A INSPECTIONS AND MAINTENANCE (SECTION 11.1) DESCRIBE PROCEDURES TO ROUTINELY INSPECT THE CONSTRUCTION SITE: ·ONCE EVERY SEVEN (7) DAYS DURING ACTIVE CONSTRUCTION AND ·WITHIN 24 HOURS AFTER A RAINFALL EVENT GREATER THAN 0.5 INCHES IN 24 HOURS, AND WITHIN (7) DAYS AFTER THAT INSPECTIONS MUST INCLUDE STABILIZED AREAS, EROSION PREVENTION,AND SEDIMENT CONTROL BMP'S AND INFILTRATION AREAS. INSPECTOR WILL FOLLOW REQUIREMENTS SPECIFIED ABOVE AND FILL OUT "ATTACHMENT B - CONSTRUCTION STORMWATER INSPECTION CHECKLIST" 1. DESCRIBE PRACTICES FOR STORAGE OF BUILDING PRODUCTS WITH A POTENTIAL TO LEACH POLLUTANTS TO MINIMIZE EXPOSURE TO STORMWATER: ALL BUILDING PRODUCTS WILL BE SEALED AND STORED IN A MANNER TO MINIMIZE EXPOSURE 2. DESCRIBE PRACTICES FOR STORAGE OF PESTICIDES, HERBICIDES, INSECTICIDES, FERTILIZERS, TREATMENT CHEMICAL, AND LANDSCAPE MATERIALS: ALL LANDSCAPE TREATMENT CHEMICALS WILL BE SEALED AND STORED IN A MANNER TO MINIMIZED EXPOSURE 3. DESCRIBE PRACTICES FOR STORAGE AND DISPOSAL OF HAZARDOUS MATERIALS OR TOXIC WASTE (E.G., OIL, FUEL, HYDRAULIC FLUIDS, PAINT SOLVENTS, PETROLEUM-BASED PRODUCTS, WOOD PRESERVATIVE, ADDITIVES, CURING COMPOUNDS, AND ACIDS) ACCORDING TO MINN. R. CH. 7045, INCLUDING RESTRICTED ACCESS AND SECONDARY CONTAINMENT: ALL HAZARDOUS WASTE WILL BE APPROPRIATELY DISPOSED OF OFF SITE ACCORDING TO LOCAL AND STATE LAWS. 4. DESCRIBE COLLECTION, STORAGE AND DISPOSAL OF SOLID WASTE IN COMPLIANCE WITH MINN. R. CH. 7035: ALL CONSTRUCTION DEBRIS AND SOLID WASTER WILL BE APPROPRIATELY DISPOSED OF OFF SITE ACCORDING TO LOCAL AND STATE LAWS 5. DESCRIBE MANAGEMENT OF PORTABLE TOILETS TO PREVENT TIPPING AND DISPOSAL OF SANITARY WASTES IN ACCORDANCE WITH MINN. R. CH. 7040: SANITARY AND SEPTIC SERVICES WILL BE PROVIDED TO WORKERS WITH PORTABLE FACILITIES MAINTAINED AS NEEDED BY THE PROVIDER. 6. DESCRIBE SPILL PREVENTION AND RESPONSE FOR FUELING AND EQUIPMENT OR VEHICLE MAINTENANCE: EMPLOYEES WILL BE TRAINED IN TECHNIQUES DESIGNED TO MINIMIZE SPILLS. VEHICLES AND EQUIPMENT SHALL BE CHECKED FOR LEAKS. 7. DESCRIBE CONTAINMENT AND DISPOSAL OF VEHICLE AND EQUIPMENT WASH WATER AND PROHIBITING ENGINE DEGREASING ON THE SITE: ALL CONSTRUCTION VEHICLES SHALL BE WASHED OFF SITE 8. DESCRIBE STORAGE AND DISPOSAL OF CONCRETE AND OTHER WASHOUT WASTES SO THAT WASTES DO NOT CONTACT THE GROUND: ALL CONCRETE WASHOUT SHALL OCCUR OFF SITE. FINAL STABILIZATION (25.22) 1. DESCRIBE METHOD OF FINAL STABILIZATION (PERMANENT COVER) OF ALL DISTURBED AREAS: FINAL STABILIZATION WILL BE ACCOMPLISHED WITH PAVEMENT, SOD AND LANDSCAPE MATERIALS. 2. DESCRIBE METHODS USED TO CLEAN ALL STORMWATER TREATMENT SYSTEMS AND STORMWATER CONVEYANCE SYSTEMS OF ACCUMULATED SEDIMENT (25.22): CLEANING OF STORMWATER TREATMENT SYSTEMS SHALL BE DONE BY HAND SUCH AS THE USE OF A SHOVEL. 3. DESCRIBE METHODS FOR REMOVING ALL TEMPORARY SYNTHETIC EROSION PREVENTION AND SEDIMENT CONTROL BMP'S: REMOVAL OF TEMPORARY SYNTHETIC EROSION PREVENTION AND SEDIMENT CONTROL BMP'S CAN BE DONE BY HAND AND PROPERLY DISPOSED OF. REVISION SUMMARY DATE DESCRIPTION PROJECT LOCATION ADDRESS 6500 CAMDEN AVE N. CITY/TOWNSHIP BROOKLYN CENTER STATE MINNESOTA COUNTY HENNEPIN ZIP CODE 55430 PROJECT SIZE 1.6 ACRES LATTITUDE/LONGITUDE OF APPROX. CENTROID OF PROJECT 45°17'24" N, 93°17'17" W METHOD OF LAT/LONG COLLECTION ONLINE TOOL PROJECT TYPE COMMERCIAL IMPERVIOUS SURFACES (ACRES) EXISTING 1.5 PROPOSED 1.4 DIFFERENCE 0.1 ESTIMATED CONSTRUCTION TIMELINE START SEPTEMBER 2026 END SEPTEMBER 2027 CONSTRUCTION ACTIVITY CONSTRUCTION OF A SINGLE STORY RESTAURANT BUIDLING SOIL TYPES MOSTLY SANDY SOILS OF TYPE SP MAP UNIT SYMBOL MAP UNIT NAME D20A ISAN-ISAN, FREQUENTLY PONDED, COMPLEX, 0 TO 2 PERCENT SLOPES D26A FOLDAHL LOAMY SAND, MAP >25, 0 TO 3 PERCENT SLOPES D67A HUBBARD LOAMY SAND, 0 TO 2 PERCENT SLOPES RECEIVING WATER BODIES WATER BODY ID NAME OF WATER BODY WATER BODY TYPE SPECIAL WATER (Y/N) IMPAIRED WATER (Y/N) 1 07010206-805 MISSISSIPPI RIVER STREAM N Y 2 3 4 SITE LOCATION MAP - Page 189 of 423 COPYRIGHT CIVIL SITE GROUP INC.c PR O J E C T 2026 ISSUE/SUBMITTAL SUMMARY DATE DESCRIPTION 06/08/2026 DEVELOPMENT APPLICATION PROJECT MANAGER MATT PAVEK CONTACT NUMBER 612-615-0060 X 701 DRAWN BY JR, JH, MP REVIEWED BY MP PROJECT NUMBER 25007 JA M B O A F R I C A R E S T A U R A N T 65 0 0 C A M D E N A V E N . , B R O O K L Y N C E N T E R , M N 5 5 4 3 0 AD R I A N V I R G E S 16 0 1 F R E E W A Y B L V D . # 1 7 4 6 M I N N E A P O L I S , M N 5 5 4 3 0 44263 Matthew R. Pavek LICENSE NO.DATE I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. 06/08/26 Civil Engineering ° Surveying ° Landscape Architecture 5000 Glenwood Avenue Golden Valley, MN 55422 civilsitegroup.com 612-615-0060 OW N E R PRE L I M I N A R Y : NOT F O R CON S T R U C T I O N SW1.5 SWPPP - ATTACHMENTS ATTACHMENT C - CHAMBER FACILITY MANAGEMENT SCHEDULE 1. ALL GRIT CHAMBERS, SUMP CATCH BASINS, SUMP MANHOLES, OUTLET STRUCTURES, CULVERTS, OUTFALL STRUCTURES AND OTHER STORM WATER FACILITIES FOR WHICH MAINTENANCE REQUIREMENTS ARE NOT OTHERWISE SPECIFIED HEREIN MUST BE INSPECTED IN THE SPRING, SUMMER AND FALL OF EACH YEAR. WITHIN 30 DAYS OF THE INSPECTION DATE, ALL ACCUMULATED SEDIMENT AND DEBRIS MUST BE REMOVED SUCH THAT EACH STORM WATER FACILITY OPERATES AS DESIGNED AND PERMITTED. CONTRIBUTING DRAINAGE AREAS MUST BE KEPT CLEAR OF LITTER AND VEGETATIVE DEBRIS, INFLOW PIPES AND OVERFLOW SPILLWAYS KEPT CLEAR, INLET AREAS KEPT CLEAN, AND UNDESIRABLE VEGETATION REMOVED. EROSION IMPAIRING THE FUNCTION OR INTEGRITY OF THE FACILITIES, IF ANY, WILL BE CORRECTED, AND ANY STRUCTURAL DAMAGE IMPAIRING OR THREATENING TO IMPAIR THE FUNCTION OF THE FACILITIES MUST BE REPAIRED. 2. VOLUME CONTROL FACILITIES AND CONTRIBUTING DRAINAGE AREAS MUST BE INSPECTED EVERY THREE MONTHS DURING THE OPERATIONAL PERIOD (BETWEEN SPRING SNOWMELT AND FIRST SUBSTANTIAL SNOWFALL) AND MONITORED AFTER RAINFALL EVENTS OF 1 INCH OR MORE TO ENSURE THAT THE CONTRIBUTING DRAINAGE AREA IS CLEAR OF LITTER AND DEBRIS, INFLOW PIPES AND OVERFLOW SPILLWAYS ARE CLEAR, INLET AREAS ARE CLEAN, UNDESIRABLE VEGETATION IS REMOVED AND THERE IS NO EROSION IMPAIRING OR THREATENING TO IMPAIR THE FUNCTION OF A FACILITY. IF SEDIMENT HAS ACCUMULATED IN A INFILTRATION FEATURE, WITHIN 30 DAYS OF INSPECTION DEPOSITED SEDIMENTS MUST BE REMOVED, THE INFILTRATION CAPACITY OF THE UNDERLYING SOILS MUST BE RESTORED, AND ANY SURFACE DISTURBANCE MUST BE STABILIZED. INSPECTION MUST ENSURE THAT SEDIMENT TRAPS AND FOREBAYS ARE TRAPPING SEDIMENT AND THAT MORE THAN 50 PERCENT OF THE STORAGE VOLUME REMAINS, THE CONTRIBUTING DRAINAGE AREA IS STABLE (I.E., NO EROSION IS OBSERVED), AND INLETS AND OUTLET/OVERFLOW SPILLWAYS ARE IN GOOD CONDITIONS WITH NO EROSION. MAINTENANCE TECHNIQUES USED MUST PROTECT THE INFILTRATION CAPACITY OF THE PRACTICE BY LIMITING SOIL COMPACTION TO THE GREATEST EXTENT POSSIBLE (E.G., BY USING LOW-IMPACT EARTH-MOVING EQUIPMENT). 3.UNDERGROUND STORAGE CHAMBERS MUST BE INSPECTED AT LEAST ONCE A YEAR TO ENSURE THAT ADEQUATE STORAGE CAPACITY REMAINS. CAPACITY WILL BE CONSIDERED INADEQUATE IF SEDIMENT HAS DECREASED THE STORAGE VOLUME BY 50 PERCENT OF ITS ORIGINAL DESIGN VOLUME. ACCUMULATED DEBRIS AND SEDIMENT WILL BE REMOVED, AND INLET AND OUTLET STRUCTURES WILL BE CLEARED OF ANY FLOW IMPEDIMENTS. ATTACHMENT B: SWPPP INSPECTION FORM ATTACHMENT C: MAINTENANCE PLAN FOR PERMANENT STORM WATER TREATMENT SYSTEM NOTE: THIS INSPECTION REPORT DOES NOT ADDRESS ALL ASPECTS OF THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM/STATE DISPOSAL SYSTEM (NPDES/SDS) CONSTRUCTION STORMWATER PERMIT (PERMIT) ISSUED ON AUGUST 1, 2018. THE COMPLETION OF THIS CHECKLIST DOES NOT GUARANTEE THAT ALL PERMIT REQUIREMENTS ARE IN COMPLIANCE; IT IS THE RESPONSIBILITY OF THE PERMITTEE(S) TO READ AND UNDERSTAND THE PERMIT REQUIREMENTS. FACILITY INFORMATION SITE NAME: SITE ADDRESS: PERMIT NUMBER: CITY: STATE: ZIP CODE: INSPECTION INFORMATION INSPECTOR NAME: _______________________ PHONE NUMBER: _________________________ ORGANIZATION/COMPANY MAN: _____________________________________________________ DATE (MM/DD/YYYY): _____________________ TIME: ____________ AM / PM IS THE INSPECTOR CERTIFIED IN SEDIMENT AND EROSION CONTROL AND IS IT DOCUMENTED IN THE STORMWATER POLLUTION PREVENTION PLAN (SWPPP)? IS THIS INSPECTION ROUTINE OR IN RESPONSE TO A STORM EVENT: RAINFALL AMOUNT (IF APPLICABLE): ____________ IS SITE WITHIN ONE AERIAL MILE OF SPECIAL OR IMPAIRED WATER THAT CAN POTENTIALLY RECEIVE DISCHARGE FROM THE SITE? IF YES, FOLLOW SECTION 23 AND OTHER APPLICABLE PERMIT REQUIREMENTS NOTE: IF N/A IS SELECTED AT ANY TIME, SPECIFY WHY IN THE COMMENT AREA FOR THAT SECTION. EROSION CONTROL REQUIREMENT (SECTION 8.1) 1. ARE SOILS STABILIZED WHERE NO CONSTRUCTION ACTIVITY HAS OCCURRED FOR 14 DAYS (INCLUDING STOCKPILES)? (7 DAYS WHERE APPLICABLE, OR 24 HOURS DURING MINNESOTA DEPARTMENT OF NATURAL RESOURCES [DNR] FISH SPAWNING RESTRICTIONS) 2. HAS THE NEED TO DISTURB STEEP SLOPES BEEN MINIMIZED? 3. IF STEEP SLOPES ARE DISTURBED, ARE STABILIZATION PRACTICES DESIGNED FOR STEEP SLOPES USED? 4. ALL DITCHES/SWALES STABILIZED 200' BACK FROM POINT OF DISCHARGE OR PROPERTY EDGE WITHIN 24 HOURS? (MULCH, HYDROMULCH, TACKIFIER, OR SIMILAR BEST MANAGEMENT PRACTICES [BMPS] ARE NOT ACCEPTABLE IN DITCHES/SWALES IF THE SLOPE IS GREATER THAN 2%)ARE APPROPRIATE BMP'S INSTALLED PROTECTING INLETS/OUTLETS? 5. DO PIPE OUTLETS HAVE ENERGY DISSIPATION (WITHIN 24 HOURS OF CONNECTION)? 6. IS CONSTRUCTION PHASING BEING FOLLOWED IN ACCORDANCE WITH THE SWPPP? 7. ARE AREAS NOT TO BE DISTURBED MARKED OFF (FLAGS, SIGNS, ETC.)? COMMENTS: SEDIMENT CONTROL REQUIREMENTS (SECTION 9.1) 1. ARE PERIMETER SEDIMENT CONTROLS INSTALLED PROPERLY ON ALL DOWN GRADIENT PERIMETERS? 2. ARE APPROPRIATE BMPS INSTALLED PROTECTING INLETS, CATCH BASINS, AND CULVERT INLETS? 3. IS A 50 FOOT NATURAL BUFFER PRESERVED AROUND ALL SURFACE WATERS DURING CONSTRUCTION? 3.1. IF NO, HAVE REDUNDANT SEDIMENT CONTROLS BEEN INSTALLED? 4. DO ALL ERODIBLE STOCKPILES HAVE PERIMETER CONTROL IN PLACE? 5. IS THERE A TEMPORARY SEDIMENT BASIN ON SITE, AND IS IT BUILT AS REQUIRED IN SECTION 14 OF THE PERMIT? 6. IS SOIL COMPACTION BEING MINIMIZED WHERE NOT DESIGNED FOR COMPACTION? 7. IS TOPSOIL BEING PRESERVED UNLESS INFEASIBLE? 8. IF CHEMICAL FLOCCULANTS ARE USED, IS THERE A CHEMICAL FLOCCULANT PLAN IN PLACE? COMMENTS: DISCLOSURES: ·AFTER DISCOVERY, THE PERMIT REQUIRES MANY OF THE DEFICIENCIES THAT MAY BE FOUND ON SITE BE CORRECTED WITHIN A SPECIFIED PERIOD OF TIME. SEE PERMIT FOR MORE DETAILS. ·THE PERMITTEE(S) IS/ARE RESPONSIBLE FOR THE INSPECTION AND MAINTENANCE OF TEMPORARY AND PERMANENT WATER QUALITY MANAGEMENT BMPS AS WELL AS EROSION PREVENTION AND SEDIMENT CONTROL BMPS UNTIL ANOTHER PERMITTEE HAS OBTAINED COVERAGE UNDER THIS PERMIT ACCORDING TO SECTION 3, OR THE PROJECT HAS MET THE TERMINATION CONDITIONS OF THE PERMIT AND A NOTICE OF TERMINATION HAS BEEN SUBMITTED TO THE MINNESOTA POLLUTION CONTROL AGENCY. Y N N/A Y N N/A 7 DAY RAIN Y N MAINTENANCE AND INSPECTIONS (SECTION 11) 1. ARE ALL PREVIOUSLY STABILIZED AREAS MAINTAINING GROUND COVER? 2. ARE PERIMETER CONTROLS MAINTAINED AND FUNCTIONING PROPERLY, SEDIMENT REMOVED WHEN ONE-HALF FULL? 3. ARE INLET PROTECTION DEVICES MAINTAINED AND ADEQUATELY PROTECTING INLETS? 4. ARE THE TEMPORARY SEDIMENT BASINS BEING MAINTAINED AND FUNCTIONING PROPERLY? 5. ARE VEHICLE TRACKING BMPS AT SITE EXISTS IN PLACE AND MAINTAINED AND FUNCTIONING PROPERLY? 6. IS ALL TRACKED SEDIMENT BEING REMOVED WITHIN 24 HOURS? 7. HAVE ALL SURFACE WATERS, DITCHES, CONVEYANCES, AND DISCHARGE POINTS BEEN INSPECTED? 8. WERE ANY DISCHARGES SEEN DURING THIS INSPECTION (I.E., SEDIMENT, TURBID WATER, OR OTHERWISE)? IF YES, RECORD THE LOCATION OF ALL POINTS OF DISCHARGE. PHOTOGRAPH AND DESCRIBE THE DISCHARGE (SIZE, COLOR, ODOR, FOAM, OIL SHEEN, TIME, ETC.). DESCRIBE HOW THE DISCHARGE WILL BE ADDRESSED. WAS THE DISCHARGE A SEDIMENT DELTA? IF YES, WILL THE DELTA BE RECOVERED WITHIN SEVEN DAYS AND IN ACCORDANCE WITH ITEM 11.5 OF THE PERMIT? COMMENTS: Y N N/A POLLUTION PREVENTION (SECTION 12) 1. ARE ALL CONSTRUCTION MATERIALS THAT CAN LEACH POLLUTANTS UNDER COVER OR PROTECTED? 2. ARE HAZARDOUS MATERIALS BEING PROPERLY STORED? 3. ARE APPROPRIATE BMPS BEING USED TO PREVENT DISCHARGES ASSOCIATED WITH FUELING AND MAINTENANCE OF EQUIPMENT OR VEHICLES? 4. ARE ALL SOLID WASTES BEING PROPERLY CONTAINED AND DISPOSED OF? 5. IS THERE A CONCRETE/OTHER MATERIAL WASHOUT AREA ON SITE AND IS IT BEING USED? 6. IS THE CONCRETE WASHOUT AREA MARKED WITH A SIGN? 7. ARE THE CONCRETE/OTHER MATERIAL WASHOUT AREAS PROPERLY MAINTAINED? COMMENTS: Y N N/A OTHER 1. IS A COPY OF THE SWPPP, INSPECTION RECORDS, AND TRAINING DOCUMENTATION LOCATED ON THE CONSTRUCTION SITE, OR CAN IT BE MADE AVAILABLE WITHIN 72 HOURS? 2. HAS THE SWPPP BEEN FOLLOWED AND IMPLEMENTED ON SITE, AND AMENDED AS NEEDED? 3. IS ANY DEWATERING OCCURRING ON SITE? IF YES, WHAT BMPS ARE BEING USED TO ENSURE THAT CLEAN WATER IS LEAVING THE SITE AND THE DISCHARGE IS NOT CAUSING EROSION OR SCOUR? 4. WILL A PERMANENT STORMWATER MANAGEMENT SYSTEM BE CREATED FOR THIS PROJECT IF REQUIRED AND IN ACCORDANCE WITH SECTION 15 OF THE PERMIT (IF ADDING AN ACRE OR MORE OF NEW IMPERVIOUS SURFACE)? IF YES, DESCRIBE: 5. IF INFILTRATION/FILTRATION SYSTEMS ARE BEING CONSTRUCTED, ARE THEY MARKED AND PROTECTED FROM COMPACTION AND SEDIMENTATION? 6. DESCRIPTION OF AREAS OF NON-COMPLIANCE NOTED DURING THE INSPECTION, REQUIRED CORRECTIVE ACTIONS, AND RECOMMENDED DATE OF COMPLETION OF CORRECTIVE ACTIONS: 7. PROPOSED AMENDMENTS TO THE SWPPP: 8. POTENTIAL AREAS OF FUTURE CONCERN: 9. ADDITIONAL COMMENTS Y N N/A Y N REVISION SUMMARY DATE DESCRIPTION Page 190 of 423 Page 191 of 423 Page 192 of 423 10 10 10 10 10 10 10 10 10 10 99 9 9 9 99999 9 9 9 9 9 9 8 888 8 8888888 8 8 8 8 8 8 7 777 7 7 7 7 77 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 6 666 6 6 66 6 66 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 66 6 6 6 6 6 66 6 6 6 6 6 6 6 6 6 6 66 6 6 6 6 6 5 5 55 5 5 555 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 55 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 44 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 44 444 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 2 2 2 2 2 22 2 2 2 2 22 Schedule Symbol Image QTY Catalog Number Description Lamp Number Lamps Lumens per Lamp LLF Wattage Polar Plot 8 EAX2 P1 SWW2 SO EGSR EAX2 Area Luminaire P1 Package 4000K CCT (SWW2 default setting) Type 3 (SO default setting) External glare 3 sided shield (rear facing) 1 15504 1 109.3 10 EAX2 P1 SWW2 T5 EAX2 Area Luminaire P1 Package 4000K CCT (SWW2 default setting) Type 5 1 18664 1 113.7 Statistics Description Symbol Avg Max Min Max/Min Avg/Min Site 5.2 fc 11.5 fc 1.2 fc 9.6:1 4.3:1 SITE LIGHTING FIXTURES DEVELOPMENT APPLICATION JUNE 4, 2026 Page 194 of 423 Page 195 of 423 Page 196 of 423 Page 197 of 423 Page 198 of 423 Page 199 of 423 Page 200 of 423 Page 201 of 423 Page 202 of 423 Civil Site Group, PC • 5000 Glenwood Ave • Golden Valley • Minnesota • 55422 www.CivilSiteGroup.com • (612) 615-0060 Stormwater Management Report Owner: Jambo African Restaurant 1601 Freeway Blvd., #1746 Minneapolis, MN 55430 Project: Jambo African Restaurant 6500 Camden Ave N., Brooklyn Center, MN 55430 Engineer’s Certification: All plans and supporting Documentation contained in this report have been reviewed by me and it is hereby certified that to the best of my knowledge the plans comply with the requirements of the ordinance. I hereby certify that this report was prepared by me or under my direct supervision and that I am a duly Registered Professional Engineer under the laws of the State of Minnesota. _________________ Matthew R. Pavek P.E. Registration Number: 44263 Date: 06/08/2026 Page 203 of 423 Civil Site Group, PC • 5000 Glenwood Avenue • Golden Valley • Minnesota • 55422 www.CivilSiteGroup.com • (612) 615-0060 Table of Contents: 1.0 Cover Sheet, Engineer’s Certification 2.0 Summary Analysis / Narrative 2.1 Introduction 2.2 Existing Site Conditions 2.3 Proposed Site Conditions 2.4 Stormwater Requirements – City 2.5 Stormwater Requirements – Watershed 2.6 Stormwater Requirements – MPCA / NPDES 3.0 Stormwater Calculations 3.1 Proposed Stormwater Management Strategy & Facilities Description 3.2 Rate Control 3.3 Water Quality 3.4 Volume Control 4.0 Conclusions Figures: Figure 1 – Drainage Calculations Summary Table Figure 2 – Existing Conditions Drainage Area Map Figure 3 – Proposed Conditions Drainage Area Map Appendices: • HydroCAD Existing Conditions HydroCAD Modeling Proposed Conditions HydroCAD Modeling • Geotechnical Report (On File at the Office of the Engineer) Page 204 of 423 Civil Site Group, PC • 5000 Glenwood Avenue • Golden Valley • Minnesota • 55422 www.CivilSiteGroup.com • (612) 615-0060 2.0 Summary Analysis / Narrative: 2.1 Introduction: This stormwater management report accompanies the Civil Engineering Plans prepared by Civil Site Group for the subject project dated 6/08/2026 and serves as attachment D to the storm water pollution prevention plan (SWPPP). This report includes a summary of the existing and proposed site conditions, the stormwater requirements of relevant regulatory agencies, and proposed design calculations and data to meet the requirements. 2.2 Existing Site Conditions: Site Description: The existing site is currently a parking lot. The existing site surface coverage areas are shown in the table below: Area [SF]CN Value Area [SF]CN Value Area [SF]CN Value EX1 22691 98 3349 39 26040 90 EX2 40645 98 3781 39 44426 93 Existing Conditions Total AreaImpervious AreaDrainage Area Pervious Area Existing Soils: A geotechnical evaluation report was completed by American Engineering Testing, Inc. dated April 22, 2026. This report determined the soils on site are a mix of topsoil and fill soils (SP-SM) over mostly poorly graded sands and some poorly graded sands with silt (SP-SM). For the purposes of this report, soils have been assumed to have a hydrologic soil group “A” designation. Groundwater: Groundwater was encountered in one of the six soil borings (B-1 located in the NW corner of the site) at a depth of 14 feet corresponding to an elevation of 824. The other five borings did not encounter groundwater and were drilled to similar or deeper depths. This indicates that Boring B-1 may have encountered perched groundwater conditions. Boring B-6 on the Southeast of the site was drilled directly over the proposed infiltration practice and did not encounter groundwater and was drilled to a depth of 818.2 and encountered sandy soils of type SP. 2.3 Proposed Site Conditions: Site Description: The proposed site is a development of the parcel into a one-story restaurant with parking, landscaping, and below ground stormwater management improvements will occur. The proposed site surface coverage areas are shown in the table below: Area [SF]CN Value Area [SF]CN Value Area [SF]CN Value Area [SF]CN Value PR1 0 98 22691 98 3349 39 26040 90 PR2A 23595 98 13689 98 2877 39 40161 36 PR2B 288 98 0 98 3977 39 4265 36 Offsite Impervious 5114 98 -98 -39 -- Total AreaPervious Area Proposed Conditions Drainage Area Undisturbed Impervious AreaNew/Reconstructed Impervious Area Page 205 of 423 Civil Site Group, PC • 5000 Glenwood Avenue • Golden Valley • Minnesota • 55422 www.CivilSiteGroup.com • (612) 615-0060 2.4 Stormwater Requirements City (Brooklyn Center): The City of Brooklyn Center’s stormwater design requirements are the same as the watershed’s design requirements. 2.5 Stormwater Requirements Watershed (Shingle Creek Watershed Management Commission): Requirement threshold – For redevelopment projects between 1 and 5 acres, and which disturb less than 50% of the project area. Project must meet rate, volume, and water quality and requirements for the disturbed area. Rate Control – Peak runoff rates may not exceed existing rates for the 2-year, 10-year, and 100-year, 24- hour, and 100-year, 10-day critical storm events. Water Quality – The water quality requirement is met if the project meets the volume management requirement. Volume Control – Must provide volume management abstraction of 1.1 inches times the amount of new and reconstructed impervious surface on site within 48 hours. 2.6 Stormwater Requirements - Minnesota Pollution Control Agency – NPDES permit (MPCA): Requirement threshold - A permit is required for projects with a disturbed area over 1 acre in size, Stormwater management is required for a project adding 1-acre of more of NEW impervious surface (reconstructed impervious is not included). Rate Control – No specific regulation, may not degrade downstream facilities. Water Quality – Stormwater water quality treatment volume must be provided equal to 1.0” over all new impervious surfaces (includes all newly constructed impervious surfaces only, re-constructed impervious surfaces are not included). Volume Control – Must consider volume reduction if feasible and not prohibited on site. The required infiltration volume is equal to the water quality volume described above. 3.0 Stormwater Calculations: 3.1 Proposed Stormwater Management Strategy & Facilities Description This project is disturbing approximately 0.8 acres of land. The project will be constructing 0.5 acres of new/reconstructed impervious surfaces. This land disturbance and creation of impervious surfaces will trigger stormwater management requirements from the City of Brooklyn Center. The proposed stormwater strategy for this project is directing the site’s stormwater runoff via surface drainage and storm sewer piping to a belowground infiltration basin in the SE of the project site. The basin will discharge into the existing pond to the east. This stormwater system has been designed to provide infiltration for the volume requirement, meeting water quality requirements and rate control requirements. Page 206 of 423 Civil Site Group, PC • 5000 Glenwood Avenue • Golden Valley • Minnesota • 55422 www.CivilSiteGroup.com • (612) 615-0060 3.2 Rate Control Peak runoff rates may not exceed existing rates for the 2-year, 10-year, and 100-year, 24-hour, and 100-year, 10-day critical storm events. Rate control is provided by live storage within the proposed infiltration basins. This information was derived using HydroCAD stormwater modeling software. The existing and proposed runoff rates are shown in the summary table below. Overall Stormwater Rate Summary 2-Year Event 5.90 5.01 10-Year Event 8.88 8.02 100-Year Event 15.55 14.58 Stormwater Rate Summary - To East (exist pond) 2-Year Event 3.79 3.06 10-Year Event 5.70 4.94 100-Year Event 9.96 9.08 Existing Conditions Rate (cfs) Proposed Conditions Rate (cfs) Existing Conditions Rate (cfs) Proposed Conditions Rate (cfs) The proposed runoff rates are less that the existing peak runoff rates – REQUIREMENT SATISFIED 3.3 Water Quality The water quality requirement is met if the project meets the volume management requirement. The proposed stormwater BMP is designed to capture the prescribed water quality volume meeting the requirements. Water quality treatment is provided by the proposed stormwater system – REQUIREMENT SATISFIED 3.4 Volume Control Must provide volume management abstraction of 1.1 inches times the amount of new and reconstructed impervious surface on site within 48 hours. Water quality and volume control requirements are met by providing infiltration onsite in the amount equal to 1.1 inches of runoff from the new or reconstructed impervious surfaces. The proposed belowground infiltration system will be utilized to meet these requirements. The calculations are shown below: Page 207 of 423 Civil Site Group, PC • 5000 Glenwood Avenue • Golden Valley • Minnesota • 55422 www.CivilSiteGroup.com • (612) 615-0060 Stormwater Water Quality and Volume Summary New Impv. Area (sf)Required Volume (cf) PR1 0 0 PR2A 23595 2163 PR2B 288 26 Offsite New/Reconstructed - (Not included)-- TOTAL 23883 2189 Inf. Area (sf)Assoc. Inf. Height (ft)Drawdown Time (h) Infiltration Basin 1 2477 1137 2.18 32.68 TOTAL 2477 Proposed BMP Area Provided Vol (cf)Drawdown Time Calculations (0.8"/Hour) Required Infiltration Vol. Summary Infiltration Volume = 1.1"*Dist. Impv. Area Drainage Area As shown in the tables above, the proposed volume of 2,477 CF is larger than the required volume of 2,189 CF – REQUIREMENT SATISFIED 4.0 Conclusions: To the best of our knowledge, this project meets all State, City, and Watershed stormwater management requirements. Page 208 of 423 Civil Site Group - Stormwater Calculations Area [SF] CN Value Area [SF]CN Value Area [SF]CN Value EX1 22691 98 3349 39 26040 90 EX2 40645 98 3781 39 44426 93 Area [SF]CN Value Area [SF]CN Value Area [SF]CN Value Area [SF]CN Value PR1 0 98 22691 98 3349 39 26040 90 PR2A 23595 98 13689 98 2877 39 40161 36 PR2B 288 98 0 98 3977 39 4265 36 Offsite Impervious 5114 98 -98 -39 -- Impervious [SF] Impervious [AC] Pervious [SF] Pervious [AC]Total [SF]Total [AC] Existing Site 63336 1.45 7130 0.16 70466 1.62 Proposed Site 60263 1.38 10203 0.23 70466 1.62 2-YR [2.86"]10-YR [4.27"] 100-YR [7.36"] 10-Day Snow [7.20"] EX1 2.12 3.18 5.59 0.10 EX2 3.79 5.70 9.96 0.18 TOTAL (REACH)5.90 8.88 15.55 0.28 2-YR [2.86"]10-YR [4.27"] 100-YR [7.36"] 10-Day Snow [7.20"] PR1 2.12 3.18 5.59 0.10 PR2A 3.48 5.23 9.12 0.16 Und. Sys.3.03 4.90 8.91 0.14 PR2B 0.03 0.04 0.17 0.00 TOTAL (REACH)5.01 8.02 14.58 0.25 Overall Stormwater Rate Summary 2-Year Event 5.90 5.01 10-Year Event 8.88 8.02 100-Year Event 15.55 14.58 Stormwater Rate Summary - To East (exist pond) 2-Year Event 3.79 3.06 10-Year Event 5.70 4.94 100-Year Event 9.96 9.08 Stormwater Water Quality and Volume Summary New Impv. Area (sf) Required Volume (cf) PR1 0 0 PR2A 23595 2163 PR2B 288 26 Offsite New/Reconstructed - (Not included)-- TOTAL 23883 2189 Inf. Area (sf) Assoc. Inf. Height (ft) Drawdown Time (h) Infiltration Basin 1 2477 1137 2.18 32.68 TOTAL 2477 Proposed BMP Area Provided Vol (cf) Existing Conditions Rate (cfs) Proposed Conditions Rate (cfs) Drawdown Time Calculations (0.8"/Hour) Required Infiltration Vol. Summary Infiltration Volume = 1.1"*Dist. Impv. Area Existing Conditions Rate (cfs) Proposed Conditions Rate (cfs) Drainage Area Jambo African Restaurant Pervious Area Existing Conditions Proposed Conditions Drainage Area Undisturbed Impervious Area Total AreaImpervious AreaDrainage Area Pervious Area New/Reconstructed Impervious Area Total Area Existing Rate (cfs) Proposed Conditions Rate (cfs) Drainage Area Stormwater Rate Summary Drainage Area Site Area Summary Page 209 of 423 8" P V C 8" V C P 8 " P V C ( P e r R e c . ) 6 " D I P ( P e r R e c . ) 8 " D I P ( P e r R e c . ) 8" DIP (Per Rec.) 8" D I P (P e r R e c . ) Wat. Serv. (Per Rec.) 27" RC P 12" PVC 12" PV C (Per R e c . ) 15" HDPE15" HDPE 15 " R C P 12" PVC 27" RCP 12 " P V C St o r m S e w e r (P e r R e c . ) 1 2 " H D P E 12 " H D P E 15 PV C 15" HDPE Sto r m S e w e r (Pe r R e c . ) 24 " R C P 3 0 " R C P ( P e r R e c . ) 6" C I P ( P e r R e c . ) 8" P V C ( P e r R e c . ) ( A P u b l i c R / W ) C A M D E N A V E N U E N O R T H Bituminous Parking Lot Bituminous Parking Lot Bituminous Parking Lot B i t u m i n o u s S i d e w a l k Bituminous Parking Lot Bituminous Parking Lot Bituminous Si d e w a l k Concrete Walkway A c c e s s Concrete La n d s c a p i n g R o c k L a n d s c a p i n g R o c k La n d s c a p i n g R o c k L a n d s c a p i n g R o c k L a n d s c a p i n g R o c k Lands c a p i n g Rock 12 23 23 23 23 30 Pond Edge of Water Edge of Water Ke y s t o n e Re t a i n i n g W a l l [17] Access Easement per Doc . Nos. 10490105 & T5482833 [17] Setback Area per Doc. Nos. 10490105 & T5475463 [21] Sidewalk Easement p e r D o c . Nos. 10574763 & T554696 9 Found 1/2 Inch Iron Pipe w/ Illegible Cap Found 1/2 Inch Iron Pipe w/ Illegible Cap Fo u n d 1 / 2 I n c h I r o n Pi p e w / C a p N o . 1 5 4 8 0 Found 1/2 Inch Iron Pipe w/ Illegible Cap Rip-Rap PID: 3611921130145 Address: 6500 Camden Avenue North PID: 3611921130119 Address: 615 66th Avenue North Owner: Jacinta LLC PID: 3611921130118 Address: 6545 West River Road Owner: Realty Income Props 3 LLC PID: 3611921130146 Address: 6420 Camden Avenue North Owner: Vereit Real Estate L P [13] Drainage & Utility Easement per Plat of TOPGOLF ADDITION [13] Drainage & Utility Easement per Plat of TOPGOLF ADDITION [1 3 ] D r a i n a g e & U t i l i t y E a s e m e n t pe r P l a t o f T O P G O L F A D D I T I O N [1 3 ] D r a i n a g e & U t i l i t y E a s e m e n t pe r P l a t o f T O P G O L F A D D I T I O N [13] Drainage & Utility Easement per Plat of TOPGOLF ADDITION [13] D r a i n a g e & U t i l i t y E a s e m e n t per Pl a t o f T O P G O L F A D D I T I O N [13] Drainage & Utility Easement per Plat of TOPGOLF ADDITION Drainage & Utility Easement per Plat of TOPGOLF 2ND ADDITION Draina g e & U t i l i t y E a s e m e n t p e r Plat o f T O P G O L F 2 N D A D D I T I O N PARCEL A The N Line of REGISTERED L A N D SURVEY NO. 678 & its W'ly E x t e n s i o n PARCEL B PARCEL C [A ] B i t u m i n o u s P a r k i n g Lo t C r o s s e s P r o p e r t y L i n e [B] Iron Fence Crosses Property Line [17] Sign Easement per Doc. Nos. 10490105 & T5475463 NO BUILDINGS Drainage & Utility Easement per Plat of TOPGOLF 2ND ADDITION S85°28'31"W 475.99 N0 4 ° 3 1 ' 2 9 " W 1 1 1 . 8 2 N36 ° 3 6 ' 0 1 " E 5 1 . 6 9 N85°28'04"E 261.78 S 0 4 ° 3 5 ' 3 9 " E 1 4 7 . 3 5 S04°33'15"E 3.54 N85°26'44"E 180.05 EX1 EX IMPV = 22,691 SF EX PERV = 3,349 SF TOTAL = 26,040 SF DRAINS WEST TO CAMDEN AVE N EX2 EX IMPV = 40,645 SF EX PERV = 3,781 SF TOTAL = 44,426 SF DRAINS EAST TO EXIST POND Project Number: Issue Date: Revision Number: Revision Date: 5000 Glenwood Avenue Golden Valley, MN 55422 612-615-0060 www.CivilSiteGroup.com JAMBO AFRICA RESTAURANT 25007 6500 CAMDEN AVENUE NORTH, BROOKLYN CENTER, MN 55430 EXISTING DRAINAGE MAP DA 1. . 0 1" = 40'-0" 40'-0"20'-0" N Page 210 of 423 8" P V C 8" V C P 8 " P V C ( P e r R e c . ) 6 " D I P ( P e r R e c . ) 8 " D I P ( P e r R e c . ) 8" DIP (Per Rec.) 8" D I P (P e r R e c . ) Wat. Serv. (Per Rec.) 27" RC P 12" PVC 12" PV C (Per R e c . ) 15" HDPE15" HDPE 1 5 " R C P 12" PVC 27" RCP 12 " P V C St o r m S e w e r (P e r R e c . ) 1 2 " H D P E 1 2 " H D P E 15 PV C 15" HDPE Sto r m S e w e r (Pe r R e c . ) 24 " R C P 3 0 " R C P ( P e r R e c . ) 8" P V C ( P e r R e c . ) ( A P u b l i c R / W ) C A M D E N A V E N U E N O R T H Bituminous Parking Lot Bituminous Parking Lot Bituminous Parking Lot B i t u m i n o u s S i d e w a l k Bituminous Parking Lot Bituminous Parking Lot Bituminous S i d e w a l k Concrete Walkway Ac c e s s Concrete L a n d s c a p i n g R o c k L a n d s c a p i n g R o c k L a n d s c a p i n g R o c k L a n d s c a p i n g R o c k L a n d s c a p i n g R o c k Lands c a p i n g Rock 12 23 23 23 23 30 Pond Edge of Water Edge of Water Ke y s t o n e Re t a i n i n g W a l l [17] Access Easement per Do c . Nos. 10490105 & T5482833 [17] Setback Area per Doc. Nos. 10490105 & T5475463 [21] Sidewalk Easement p e r D o c . Nos. 10574763 & T554696 9 Found 1/2 Inch Iron Pipe w/ Illegible Cap Found 1/2 Inch Iron Pipe w/ Illegible Cap Fo u n d 1 / 2 I n c h I r o n Pi p e w / C a p N o . 1 5 4 8 0 Found 1/2 Inch Iron Pipe w/ Illegible Cap Rip-Rap PID: 3611921130119 Address: 615 66th Avenue North Owner: Jacinta LLC PID: 3611921130118 Address: 6545 West River Road Owner: Realty Income Props 3 LLC PID: 3611921130146 Address: 6420 Camden Avenue North Owner: Vereit Real Estate L P [13] Drainage & Utility Easement per Plat of TOPGOLF ADDITION [13] Drainage & Utility Easement per Plat of TOPGOLF ADDITION [1 3 ] D r a i n a g e & U t i l i t y E a s e m e n t pe r P l a t o f T O P G O L F A D D I T I O N [1 3 ] D r a i n a g e & U t i l i t y E a s e m e n t pe r P l a t o f T O P G O L F A D D I T I O N [13] Drainage & Utility Easement per Plat of TOPGOLF ADDITION [13] D r a i n a g e & U t i l i t y E a s e m e n t per Pla t o f T O P G O L F A D D I T I O N [13] Drainage & Utility Easement per Plat of TOPGOLF ADDITION Drainage & Utility Easement per Plat of TOPGOLF 2ND ADDITION Draina g e & U t i l i t y E a s e m e n t p e r Plat o f T O P G O L F 2 N D A D D I T I O N [A ] B i t u m i n o u s P a r k i n g Lo t C r o s s e s P r o p e r t y L i n e [B] Iron Fence Crosses Property Line [17] Sign Easement per Doc. Nos. 10490105 & T5475463 NO BUILDINGS Drainage & Utility Easement per Plat of TOPGOLF 2ND ADDITION S85°28'31"W 475.99 N 0 4 ° 3 1 ' 2 9 " W 1 1 1 . 8 2 N36 ° 3 6 ' 0 1 " E 5 1 . 6 9 N85°28'04"E 261.78 S 0 4 ° 3 5 ' 3 9 " E 1 4 7 . 3 5 S04°33'15"E 3.54 N85°26'44"E 180.05 PR1 PR IMPV (DIST) = 0 SF PR IMPV (UNDIST) = 22,691 SF PR PERV = 3,349 SF TOTAL = 26,040 SF DRAINS WEST TO CAMDEN AVE N PR2A PR IMPV (DIST) = 23,595 SF PR IMPV (UNDIST) = 13,689 SF PR PERV = 2,877 SF TOTAL = 40,161 SF DRAINS TO UND. SYS. THEN EAST TO EXIST POND PR2B PR IMPV (DIST) = 288 SF PR IMPV (UNDIST) = 0 SF PR PERV = 3,977 SF TOTAL = 4,265 SF DRAINS EAST TO EXIST POND OFFSITE NEW/RECONSTRUCTED IMPERVIOUS AREA = 5,114 SF Project Number: Issue Date: Revision Number: Revision Date: 5000 Glenwood Avenue Golden Valley, MN 55422 612-615-0060 www.CivilSiteGroup.com JAMBO AFRICA RESTAURANT 25007 6500 CAMDEN AVENUE NORTH, BROOKLYN CENTER, MN 55430 PROPOSED DRAINAGE MAP DA 2. . 0 1" = 40'-0" 40'-0"20'-0" N Page 211 of 423 Existing Conditions EX1 EX1 - Drains west to Camden Ave N EX2 EX2 - Drains east to Exist Pond R1 Camden Ave N R2 Offsite East (exist pond) Total Total Site Area Routing Diagram for 25007 EXISTING Prepared by Civil Site Group, Printed 6/7/2026 HydroCAD® 10.20-8a s/n 02202 © 2025 HydroCAD Software Solutions LLC Subcat Reach Pond Link Page 212 of 423 25007 EXISTING Printed 6/7/2026Prepared by Civil Site Group Page 2HydroCAD® 10.20-8a s/n 02202 © 2025 HydroCAD Software Solutions LLC Rainfall Events Listing Event# Event Name Storm Type Curve Mode Duration (hours) B/B Depth (inches) AMC 1 2y 24hr AT-14 MSE 24-hr 3 Default 24.00 1 2.86 2 10-Day Snow MN-RPBCWD_Snowmelt_10d_100_yr Default 240.00 1 7.20 3 10y 24hr AT-14 MSE 24-hr 3 Default 24.00 1 4.27 4 100y 24hr AT-14 MSE 24-hr 3 Default 24.00 1 7.36 Page 213 of 423 25007 EXISTING Printed 6/7/2026Prepared by Civil Site Group Page 3HydroCAD® 10.20-8a s/n 02202 © 2025 HydroCAD Software Solutions LLC Area Listing (all nodes) Area (acres) CN Description (subcatchment-numbers) 0.087 39 >75% Grass cover, Good, HSG A (EX2) 0.077 39 Pasture/grassland/range, Good, HSG A (EX1) 1.454 98 Paved parking, HSG A (EX1, EX2) 1.618 92 TOTAL AREA Page 214 of 423 25007 EXISTING Printed 6/7/2026Prepared by Civil Site Group Page 4HydroCAD® 10.20-8a s/n 02202 © 2025 HydroCAD Software Solutions LLC Soil Listing (all nodes) Area (acres) Soil Group Subcatchment Numbers 1.618 HSG A EX1, EX2 0.000 HSG B 0.000 HSG C 0.000 HSG D 0.000 Other 1.618 TOTAL AREA Page 215 of 423 25007 EXISTING Printed 6/7/2026Prepared by Civil Site Group Page 5HydroCAD® 10.20-8a s/n 02202 © 2025 HydroCAD Software Solutions LLC Ground Covers (all nodes) HSG-A (acres) HSG-B (acres) HSG-C (acres) HSG-D (acres) Other (acres) Total (acres) Ground Cover Subcatchment Numbers 0.087 0.000 0.000 0.000 0.000 0.087 >75% Grass cover, Good EX 2 0.077 0.000 0.000 0.000 0.000 0.077 Pasture/grassland/range, Good EX 1 1.454 0.000 0.000 0.000 0.000 1.454 Paved parking EX 1, EX 2 1.618 0.000 0.000 0.000 0.000 1.618 TOTAL AREA Page 216 of 423 MSE 24-hr 3 2y 24hr AT-14 Rainfall=2.86"25007 EXISTING Printed 6/7/2026Prepared by Civil Site Group Page 6HydroCAD® 10.20-8a s/n 02202 © 2025 HydroCAD Software Solutions LLC Time span=0.00-240.00 hrs, dt=0.01 hrs, 24001 points Runoff by SCS TR-20 method, UH=SCS, Weighted-Q Reach routing by Stor-Ind method - Pond routing by Stor-Ind method Runoff Area=26,040 sf 87.14% Impervious Runoff Depth=2.29"Subcatchment EX1: EX1 - Drains west to Tc=7.0 min CN=WQ Runoff=2.12 cfs 0.114 af Runoff Area=44,426 sf 91.49% Impervious Runoff Depth=2.41"Subcatchment EX2: EX2 - Drains east to Tc=7.0 min CN=WQ Runoff=3.79 cfs 0.204 af Inflow=2.12 cfs 0.114 afReach R1: Camden Ave N Outflow=2.12 cfs 0.114 af Inflow=3.79 cfs 0.204 afReach R2: Offsite East (exist pond) Outflow=3.79 cfs 0.204 af Inflow=5.90 cfs 0.319 afReach Total: Total Site Area Outflow=5.90 cfs 0.319 af Total Runoff Area = 1.618 ac Runoff Volume = 0.319 af Average Runoff Depth = 2.36" 10.12% Pervious = 0.164 ac 89.88% Impervious = 1.454 ac Page 217 of 423 MSE 24-hr 3 2y 24hr AT-14 Rainfall=2.86"25007 EXISTING Printed 6/7/2026Prepared by Civil Site Group Page 7HydroCAD® 10.20-8a s/n 02202 © 2025 HydroCAD Software Solutions LLC Summary for Subcatchment EX1: EX1 - Drains west to Camden Ave N Runoff = 2.12 cfs @ 12.14 hrs, Volume= 0.114 af, Depth= 2.29" Routed to Reach R1 : Camden Ave N Runoff by SCS TR-20 method, UH=SCS, Weighted-Q, Time Span= 0.00-240.00 hrs, dt= 0.01 hrs MSE 24-hr 3 2y 24hr AT-14 Rainfall=2.86" Area (sf)CN Description 22,691 98 Paved parking, HSG A 3,349 39 Pasture/grassland/range, Good, HSG A 26,040 Weighted Average 3,349 12.86% Pervious Area 22,691 87.14% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 7.0 Direct Entry, Subcatchment EX1: EX1 - Drains west to Camden Ave N Runoff Hydrograph Time (hours) 2402302202102001901801701601501401301201101009080706050403020100 Fl o w ( c f s ) 2 1 0 MSE 24-hr 3 2y 24hr AT-14 Rainfall=2.86" Runoff Area=26,040 sf Runoff Volume=0.114 af Runoff Depth=2.29" Tc=7.0 min CN=WQ 2.12 cfs Page 218 of 423 MSE 24-hr 3 2y 24hr AT-14 Rainfall=2.86"25007 EXISTING Printed 6/7/2026Prepared by Civil Site Group Page 8HydroCAD® 10.20-8a s/n 02202 © 2025 HydroCAD Software Solutions LLC Hydrograph for Subcatchment EX1: EX1 - Drains west to Camden Ave N Time (hours) Precip. (inches) Excess (inches) Runoff (cfs) 0.00 0.00 0.00 0.00 5.00 0.11 0.00 0.01 10.00 0.39 0.02 0.05 15.00 2.57 1.59 0.05 20.00 2.79 1.79 0.02 25.00 2.86 1.86 0.00 30.00 2.86 1.86 0.00 35.00 2.86 1.86 0.00 40.00 2.86 1.86 0.00 45.00 2.86 1.86 0.00 50.00 2.86 1.86 0.00 55.00 2.86 1.86 0.00 60.00 2.86 1.86 0.00 65.00 2.86 1.86 0.00 70.00 2.86 1.86 0.00 75.00 2.86 1.86 0.00 80.00 2.86 1.86 0.00 85.00 2.86 1.86 0.00 90.00 2.86 1.86 0.00 95.00 2.86 1.86 0.00 100.00 2.86 1.86 0.00 105.00 2.86 1.86 0.00 110.00 2.86 1.86 0.00 115.00 2.86 1.86 0.00 120.00 2.86 1.86 0.00 125.00 2.86 1.86 0.00 130.00 2.86 1.86 0.00 135.00 2.86 1.86 0.00 140.00 2.86 1.86 0.00 145.00 2.86 1.86 0.00 150.00 2.86 1.86 0.00 155.00 2.86 1.86 0.00 160.00 2.86 1.86 0.00 165.00 2.86 1.86 0.00 170.00 2.86 1.86 0.00 175.00 2.86 1.86 0.00 180.00 2.86 1.86 0.00 185.00 2.86 1.86 0.00 190.00 2.86 1.86 0.00 195.00 2.86 1.86 0.00 200.00 2.86 1.86 0.00 205.00 2.86 1.86 0.00 210.00 2.86 1.86 0.00 215.00 2.86 1.86 0.00 220.00 2.86 1.86 0.00 225.00 2.86 1.86 0.00 230.00 2.86 1.86 0.00 235.00 2.86 1.86 0.00 240.00 2.86 1.86 0.00 Page 219 of 423 MSE 24-hr 3 2y 24hr AT-14 Rainfall=2.86"25007 EXISTING Printed 6/7/2026Prepared by Civil Site Group Page 9HydroCAD® 10.20-8a s/n 02202 © 2025 HydroCAD Software Solutions LLC Summary for Subcatchment EX2: EX2 - Drains east to Exist Pond Runoff = 3.79 cfs @ 12.14 hrs, Volume= 0.204 af, Depth= 2.41" Routed to Reach R2 : Offsite East (exist pond) Runoff by SCS TR-20 method, UH=SCS, Weighted-Q, Time Span= 0.00-240.00 hrs, dt= 0.01 hrs MSE 24-hr 3 2y 24hr AT-14 Rainfall=2.86" Area (sf)CN Description 40,645 98 Paved parking, HSG A 3,781 39 >75% Grass cover, Good, HSG A 44,426 Weighted Average 3,781 8.51% Pervious Area 40,645 91.49% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 7.0 Direct Entry, Subcatchment EX2: EX2 - Drains east to Exist Pond Runoff Hydrograph Time (hours) 2402302202102001901801701601501401301201101009080706050403020100 Fl o w ( c f s ) 4 3 2 1 0 MSE 24-hr 3 2y 24hr AT-14 Rainfall=2.86" Runoff Area=44,426 sf Runoff Volume=0.204 af Runoff Depth=2.41" Tc=7.0 min CN=WQ 3.79 cfs Page 220 of 423 MSE 24-hr 3 2y 24hr AT-14 Rainfall=2.86"25007 EXISTING Printed 6/7/2026Prepared by Civil Site Group Page 10HydroCAD® 10.20-8a s/n 02202 © 2025 HydroCAD Software Solutions LLC Hydrograph for Subcatchment EX2: EX2 - Drains east to Exist Pond Time (hours) Precip. (inches) Excess (inches) Runoff (cfs) 0.00 0.00 0.00 0.00 5.00 0.11 0.00 0.01 10.00 0.39 0.06 0.08 15.00 2.57 1.84 0.09 20.00 2.79 2.05 0.03 25.00 2.86 2.12 0.00 30.00 2.86 2.12 0.00 35.00 2.86 2.12 0.00 40.00 2.86 2.12 0.00 45.00 2.86 2.12 0.00 50.00 2.86 2.12 0.00 55.00 2.86 2.12 0.00 60.00 2.86 2.12 0.00 65.00 2.86 2.12 0.00 70.00 2.86 2.12 0.00 75.00 2.86 2.12 0.00 80.00 2.86 2.12 0.00 85.00 2.86 2.12 0.00 90.00 2.86 2.12 0.00 95.00 2.86 2.12 0.00 100.00 2.86 2.12 0.00 105.00 2.86 2.12 0.00 110.00 2.86 2.12 0.00 115.00 2.86 2.12 0.00 120.00 2.86 2.12 0.00 125.00 2.86 2.12 0.00 130.00 2.86 2.12 0.00 135.00 2.86 2.12 0.00 140.00 2.86 2.12 0.00 145.00 2.86 2.12 0.00 150.00 2.86 2.12 0.00 155.00 2.86 2.12 0.00 160.00 2.86 2.12 0.00 165.00 2.86 2.12 0.00 170.00 2.86 2.12 0.00 175.00 2.86 2.12 0.00 180.00 2.86 2.12 0.00 185.00 2.86 2.12 0.00 190.00 2.86 2.12 0.00 195.00 2.86 2.12 0.00 200.00 2.86 2.12 0.00 205.00 2.86 2.12 0.00 210.00 2.86 2.12 0.00 215.00 2.86 2.12 0.00 220.00 2.86 2.12 0.00 225.00 2.86 2.12 0.00 230.00 2.86 2.12 0.00 235.00 2.86 2.12 0.00 240.00 2.86 2.12 0.00 Page 221 of 423 MSE 24-hr 3 2y 24hr AT-14 Rainfall=2.86"25007 EXISTING Printed 6/7/2026Prepared by Civil Site Group Page 11HydroCAD® 10.20-8a s/n 02202 © 2025 HydroCAD Software Solutions LLC Summary for Reach R1: Camden Ave N [40] Hint: Not Described (Outflow=Inflow) Inflow Area =0.598 ac, 87.14% Impervious, Inflow Depth = 2.29" for 2y 24hr AT-14 event Inflow = 2.12 cfs @ 12.14 hrs, Volume= 0.114 af Outflow = 2.12 cfs @ 12.14 hrs, Volume= 0.114 af, Atten= 0%, Lag= 0.0 min Routed to Reach Total : Total Site Area Routing by Stor-Ind method, Time Span= 0.00-240.00 hrs, dt= 0.01 hrs Reach R1: Camden Ave N Inflow Outflow Hydrograph Time (hours) 2402302202102001901801701601501401301201101009080706050403020100 Fl o w ( c f s ) 2 1 0 Inflow Area=0.598 ac 2.12 cfs 2.12 cfs Page 222 of 423 MSE 24-hr 3 2y 24hr AT-14 Rainfall=2.86"25007 EXISTING Printed 6/7/2026Prepared by Civil Site Group Page 12HydroCAD® 10.20-8a s/n 02202 © 2025 HydroCAD Software Solutions LLC Hydrograph for Reach R1: Camden Ave N Time (hours) Inflow (cfs) Elevation (feet) Outflow (cfs) 0.00 0.00 0.00 5.00 0.01 0.01 10.00 0.05 0.05 15.00 0.05 0.05 20.00 0.02 0.02 25.00 0.00 0.00 30.00 0.00 0.00 35.00 0.00 0.00 40.00 0.00 0.00 45.00 0.00 0.00 50.00 0.00 0.00 55.00 0.00 0.00 60.00 0.00 0.00 65.00 0.00 0.00 70.00 0.00 0.00 75.00 0.00 0.00 80.00 0.00 0.00 85.00 0.00 0.00 90.00 0.00 0.00 95.00 0.00 0.00 100.00 0.00 0.00 105.00 0.00 0.00 110.00 0.00 0.00 115.00 0.00 0.00 120.00 0.00 0.00 125.00 0.00 0.00 130.00 0.00 0.00 135.00 0.00 0.00 140.00 0.00 0.00 145.00 0.00 0.00 150.00 0.00 0.00 155.00 0.00 0.00 160.00 0.00 0.00 165.00 0.00 0.00 170.00 0.00 0.00 175.00 0.00 0.00 180.00 0.00 0.00 185.00 0.00 0.00 190.00 0.00 0.00 195.00 0.00 0.00 200.00 0.00 0.00 205.00 0.00 0.00 210.00 0.00 0.00 215.00 0.00 0.00 220.00 0.00 0.00 225.00 0.00 0.00 230.00 0.00 0.00 235.00 0.00 0.00 240.00 0.00 0.00 Page 223 of 423 MSE 24-hr 3 2y 24hr AT-14 Rainfall=2.86"25007 EXISTING Printed 6/7/2026Prepared by Civil Site Group Page 13HydroCAD® 10.20-8a s/n 02202 © 2025 HydroCAD Software Solutions LLC Summary for Reach R2: Offsite East (exist pond) [40] Hint: Not Described (Outflow=Inflow) Inflow Area =1.020 ac, 91.49% Impervious, Inflow Depth = 2.41" for 2y 24hr AT-14 event Inflow = 3.79 cfs @ 12.14 hrs, Volume= 0.204 af Outflow = 3.79 cfs @ 12.14 hrs, Volume= 0.204 af, Atten= 0%, Lag= 0.0 min Routed to Reach Total : Total Site Area Routing by Stor-Ind method, Time Span= 0.00-240.00 hrs, dt= 0.01 hrs Reach R2: Offsite East (exist pond) Inflow Outflow Hydrograph Time (hours) 2402302202102001901801701601501401301201101009080706050403020100 Fl o w ( c f s ) 4 3 2 1 0 Inflow Area=1.020 ac 3.79 cfs 3.79 cfs Page 224 of 423 MSE 24-hr 3 2y 24hr AT-14 Rainfall=2.86"25007 EXISTING Printed 6/7/2026Prepared by Civil Site Group Page 14HydroCAD® 10.20-8a s/n 02202 © 2025 HydroCAD Software Solutions LLC Hydrograph for Reach R2: Offsite East (exist pond) Time (hours) Inflow (cfs) Elevation (feet) Outflow (cfs) 0.00 0.00 0.00 5.00 0.01 0.01 10.00 0.08 0.08 15.00 0.09 0.09 20.00 0.03 0.03 25.00 0.00 0.00 30.00 0.00 0.00 35.00 0.00 0.00 40.00 0.00 0.00 45.00 0.00 0.00 50.00 0.00 0.00 55.00 0.00 0.00 60.00 0.00 0.00 65.00 0.00 0.00 70.00 0.00 0.00 75.00 0.00 0.00 80.00 0.00 0.00 85.00 0.00 0.00 90.00 0.00 0.00 95.00 0.00 0.00 100.00 0.00 0.00 105.00 0.00 0.00 110.00 0.00 0.00 115.00 0.00 0.00 120.00 0.00 0.00 125.00 0.00 0.00 130.00 0.00 0.00 135.00 0.00 0.00 140.00 0.00 0.00 145.00 0.00 0.00 150.00 0.00 0.00 155.00 0.00 0.00 160.00 0.00 0.00 165.00 0.00 0.00 170.00 0.00 0.00 175.00 0.00 0.00 180.00 0.00 0.00 185.00 0.00 0.00 190.00 0.00 0.00 195.00 0.00 0.00 200.00 0.00 0.00 205.00 0.00 0.00 210.00 0.00 0.00 215.00 0.00 0.00 220.00 0.00 0.00 225.00 0.00 0.00 230.00 0.00 0.00 235.00 0.00 0.00 240.00 0.00 0.00 Page 225 of 423 MSE 24-hr 3 2y 24hr AT-14 Rainfall=2.86"25007 EXISTING Printed 6/7/2026Prepared by Civil Site Group Page 15HydroCAD® 10.20-8a s/n 02202 © 2025 HydroCAD Software Solutions LLC Summary for Reach Total: Total Site Area [40] Hint: Not Described (Outflow=Inflow) Inflow Area =1.618 ac, 89.88% Impervious, Inflow Depth = 2.36" for 2y 24hr AT-14 event Inflow = 5.90 cfs @ 12.14 hrs, Volume= 0.319 af Outflow = 5.90 cfs @ 12.14 hrs, Volume= 0.319 af, Atten= 0%, Lag= 0.0 min Routing by Stor-Ind method, Time Span= 0.00-240.00 hrs, dt= 0.01 hrs Reach Total: Total Site Area Inflow Outflow Hydrograph Time (hours) 2402302202102001901801701601501401301201101009080706050403020100 Fl o w ( c f s ) 6 5 4 3 2 1 0 Inflow Area=1.618 ac 5.90 cfs 5.90 cfs Page 226 of 423 MSE 24-hr 3 2y 24hr AT-14 Rainfall=2.86"25007 EXISTING Printed 6/7/2026Prepared by Civil Site Group Page 16HydroCAD® 10.20-8a s/n 02202 © 2025 HydroCAD Software Solutions LLC Hydrograph for Reach Total: Total Site Area Time (hours) Inflow (cfs) Elevation (feet) Outflow (cfs) 0.00 0.00 0.00 5.00 0.02 0.02 10.00 0.13 0.13 15.00 0.14 0.14 20.00 0.04 0.04 25.00 0.00 0.00 30.00 0.00 0.00 35.00 0.00 0.00 40.00 0.00 0.00 45.00 0.00 0.00 50.00 0.00 0.00 55.00 0.00 0.00 60.00 0.00 0.00 65.00 0.00 0.00 70.00 0.00 0.00 75.00 0.00 0.00 80.00 0.00 0.00 85.00 0.00 0.00 90.00 0.00 0.00 95.00 0.00 0.00 100.00 0.00 0.00 105.00 0.00 0.00 110.00 0.00 0.00 115.00 0.00 0.00 120.00 0.00 0.00 125.00 0.00 0.00 130.00 0.00 0.00 135.00 0.00 0.00 140.00 0.00 0.00 145.00 0.00 0.00 150.00 0.00 0.00 155.00 0.00 0.00 160.00 0.00 0.00 165.00 0.00 0.00 170.00 0.00 0.00 175.00 0.00 0.00 180.00 0.00 0.00 185.00 0.00 0.00 190.00 0.00 0.00 195.00 0.00 0.00 200.00 0.00 0.00 205.00 0.00 0.00 210.00 0.00 0.00 215.00 0.00 0.00 220.00 0.00 0.00 225.00 0.00 0.00 230.00 0.00 0.00 235.00 0.00 0.00 240.00 0.00 0.00 Page 227 of 423 MN-RPBCWD_Snowmelt_10d_100_yr 10-Day Snow Rainfall=7.20"25007 EXISTING Printed 6/7/2026Prepared by Civil Site Group Page 17HydroCAD® 10.20-8a s/n 02202 © 2025 HydroCAD Software Solutions LLC Time span=0.00-240.00 hrs, dt=0.01 hrs, 24001 points Runoff by SCS TR-20 method, UH=SCS, Weighted-Q Reach routing by Stor-Ind method - Pond routing by Stor-Ind method Runoff Area=26,040 sf 87.14% Impervious Runoff Depth>6.17"Subcatchment EX1: EX1 - Drains west to Tc=7.0 min CN=WQ Runoff=0.10 cfs 0.307 af Runoff Area=44,426 sf 91.49% Impervious Runoff Depth>6.44"Subcatchment EX2: EX2 - Drains east to Tc=7.0 min CN=WQ Runoff=0.18 cfs 0.547 af Inflow=0.10 cfs 0.307 afReach R1: Camden Ave N Outflow=0.10 cfs 0.307 af Inflow=0.18 cfs 0.547 afReach R2: Offsite East (exist pond) Outflow=0.18 cfs 0.547 af Inflow=0.28 cfs 0.855 afReach Total: Total Site Area Outflow=0.28 cfs 0.855 af Total Runoff Area = 1.618 ac Runoff Volume = 0.855 af Average Runoff Depth = 6.34" 10.12% Pervious = 0.164 ac 89.88% Impervious = 1.454 ac Page 228 of 423 MN-RPBCWD_Snowmelt_10d_100_yr 10-Day Snow Rainfall=7.20"25007 EXISTING Printed 6/7/2026Prepared by Civil Site Group Page 18HydroCAD® 10.20-8a s/n 02202 © 2025 HydroCAD Software Solutions LLC Summary for Subcatchment EX1: EX1 - Drains west to Camden Ave N Runoff = 0.10 cfs @ 121.28 hrs, Volume= 0.307 af, Depth> 6.17" Routed to Reach R1 : Camden Ave N Runoff by SCS TR-20 method, UH=SCS, Weighted-Q, Time Span= 0.00-240.00 hrs, dt= 0.01 hrs MN-RPBCWD_Snowmelt_10d_100_yr 10-Day Snow Rainfall=7.20" Area (sf)CN Description 22,691 98 Paved parking, HSG A 3,349 39 Pasture/grassland/range, Good, HSG A 26,040 Weighted Average 3,349 12.86% Pervious Area 22,691 87.14% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 7.0 Direct Entry, Subcatchment EX1: EX1 - Drains west to Camden Ave N Runoff Hydrograph Time (hours) 2402302202102001901801701601501401301201101009080706050403020100 Fl o w ( c f s ) 0.11 0.105 0.1 0.095 0.09 0.085 0.08 0.075 0.07 0.065 0.06 0.055 0.05 0.045 0.04 0.035 0.03 0.025 0.02 0.015 0.01 0.005 0 MN-RPBCWD_Snowmelt_10d_100_yr 10-Day Snow Rainfall=7.20" Runoff Area=26,040 sf Runoff Volume=0.307 af Runoff Depth>6.17" Tc=7.0 min CN=WQ 0.10 cfs Page 229 of 423 MN-RPBCWD_Snowmelt_10d_100_yr 10-Day Snow Rainfall=7.20"25007 EXISTING Printed 6/7/2026Prepared by Civil Site Group Page 19HydroCAD® 10.20-8a s/n 02202 © 2025 HydroCAD Software Solutions LLC Hydrograph for Subcatchment EX1: EX1 - Drains west to Camden Ave N Time (hours) Precip. (inches) Excess (inches) Runoff (cfs) 0.00 0.00 0.00 0.00 5.00 0.04 0.00 0.00 10.00 0.12 0.00 0.00 15.00 0.20 0.00 0.01 20.00 0.28 0.00 0.01 25.00 0.37 0.02 0.01 30.00 0.46 0.04 0.01 35.00 0.56 0.08 0.01 40.00 0.66 0.12 0.01 45.00 0.76 0.17 0.01 50.00 0.86 0.23 0.01 55.00 0.97 0.30 0.01 60.00 1.08 0.37 0.01 65.00 1.19 0.45 0.01 70.00 1.31 0.54 0.01 75.00 1.44 0.63 0.01 80.00 1.57 0.74 0.01 85.00 1.71 0.85 0.02 90.00 1.86 0.98 0.02 95.00 2.03 1.12 0.02 100.00 2.20 1.26 0.02 105.00 2.40 1.44 0.02 110.00 2.65 1.66 0.03 115.00 2.94 1.93 0.04 120.00 3.53 2.47 0.09 125.00 4.27 3.17 0.05 130.00 4.62 3.51 0.03 135.00 4.87 3.75 0.02 140.00 5.06 3.94 0.02 145.00 5.23 4.10 0.02 150.00 5.39 4.25 0.02 155.00 5.53 4.39 0.02 160.00 5.67 4.53 0.01 165.00 5.80 4.65 0.01 170.00 5.92 4.77 0.01 175.00 6.03 4.88 0.01 180.00 6.14 4.99 0.01 185.00 6.25 5.09 0.01 190.00 6.36 5.19 0.01 195.00 6.46 5.29 0.01 200.00 6.55 5.39 0.01 205.00 6.65 5.48 0.01 210.00 6.74 5.57 0.01 215.00 6.82 5.65 0.01 220.00 6.91 5.73 0.01 225.00 6.98 5.81 0.01 230.00 7.06 5.88 0.01 235.00 7.13 5.95 0.01 240.00 7.20 6.02 0.01 Page 230 of 423 MN-RPBCWD_Snowmelt_10d_100_yr 10-Day Snow Rainfall=7.20"25007 EXISTING Printed 6/7/2026Prepared by Civil Site Group Page 20HydroCAD® 10.20-8a s/n 02202 © 2025 HydroCAD Software Solutions LLC Summary for Subcatchment EX2: EX2 - Drains east to Exist Pond Runoff = 0.18 cfs @ 121.28 hrs, Volume= 0.547 af, Depth> 6.44" Routed to Reach R2 : Offsite East (exist pond) Runoff by SCS TR-20 method, UH=SCS, Weighted-Q, Time Span= 0.00-240.00 hrs, dt= 0.01 hrs MN-RPBCWD_Snowmelt_10d_100_yr 10-Day Snow Rainfall=7.20" Area (sf)CN Description 40,645 98 Paved parking, HSG A 3,781 39 >75% Grass cover, Good, HSG A 44,426 Weighted Average 3,781 8.51% Pervious Area 40,645 91.49% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 7.0 Direct Entry, Subcatchment EX2: EX2 - Drains east to Exist Pond Runoff Hydrograph Time (hours) 2402302202102001901801701601501401301201101009080706050403020100 Fl o w ( c f s ) 0.2 0.19 0.18 0.17 0.16 0.15 0.14 0.13 0.12 0.11 0.1 0.09 0.08 0.07 0.06 0.05 0.04 0.03 0.02 0.01 0 MN-RPBCWD_Snowmelt_10d_100_yr 10-Day Snow Rainfall=7.20" Runoff Area=44,426 sf Runoff Volume=0.547 af Runoff Depth>6.44" Tc=7.0 min CN=WQ 0.18 cfs Page 231 of 423 MN-RPBCWD_Snowmelt_10d_100_yr 10-Day Snow Rainfall=7.20"25007 EXISTING Printed 6/7/2026Prepared by Civil Site Group Page 21HydroCAD® 10.20-8a s/n 02202 © 2025 HydroCAD Software Solutions LLC Hydrograph for Subcatchment EX2: EX2 - Drains east to Exist Pond Time (hours) Precip. (inches) Excess (inches) Runoff (cfs) 0.00 0.00 0.00 0.00 5.00 0.04 0.00 0.00 10.00 0.12 0.00 0.01 15.00 0.20 0.00 0.01 20.00 0.28 0.02 0.01 25.00 0.37 0.05 0.01 30.00 0.46 0.09 0.02 35.00 0.56 0.14 0.02 40.00 0.66 0.20 0.02 45.00 0.76 0.27 0.02 50.00 0.86 0.35 0.02 55.00 0.97 0.43 0.02 60.00 1.08 0.51 0.02 65.00 1.19 0.61 0.02 70.00 1.31 0.71 0.02 75.00 1.44 0.81 0.02 80.00 1.57 0.93 0.02 85.00 1.71 1.05 0.03 90.00 1.86 1.19 0.03 95.00 2.03 1.34 0.03 100.00 2.20 1.50 0.03 105.00 2.40 1.69 0.04 110.00 2.65 1.92 0.05 115.00 2.94 2.19 0.06 120.00 3.53 2.76 0.16 125.00 4.27 3.48 0.09 130.00 4.62 3.83 0.05 135.00 4.87 4.07 0.04 140.00 5.06 4.26 0.03 145.00 5.23 4.43 0.03 150.00 5.39 4.58 0.03 155.00 5.53 4.72 0.03 160.00 5.67 4.86 0.03 165.00 5.80 4.99 0.02 170.00 5.92 5.10 0.02 175.00 6.03 5.22 0.02 180.00 6.14 5.33 0.02 185.00 6.25 5.43 0.02 190.00 6.36 5.53 0.02 195.00 6.46 5.63 0.02 200.00 6.55 5.73 0.02 205.00 6.65 5.82 0.02 210.00 6.74 5.91 0.02 215.00 6.82 6.00 0.02 220.00 6.91 6.08 0.02 225.00 6.98 6.16 0.02 230.00 7.06 6.23 0.01 235.00 7.13 6.30 0.01 240.00 7.20 6.37 0.01 Page 232 of 423 MN-RPBCWD_Snowmelt_10d_100_yr 10-Day Snow Rainfall=7.20"25007 EXISTING Printed 6/7/2026Prepared by Civil Site Group Page 22HydroCAD® 10.20-8a s/n 02202 © 2025 HydroCAD Software Solutions LLC Summary for Reach R1: Camden Ave N [40] Hint: Not Described (Outflow=Inflow) Inflow Area =0.598 ac, 87.14% Impervious, Inflow Depth > 6.17" for 10-Day Snow event Inflow = 0.10 cfs @ 121.28 hrs, Volume= 0.307 af Outflow = 0.10 cfs @ 121.28 hrs, Volume= 0.307 af, Atten= 0%, Lag= 0.0 min Routed to Reach Total : Total Site Area Routing by Stor-Ind method, Time Span= 0.00-240.00 hrs, dt= 0.01 hrs Reach R1: Camden Ave N Inflow Outflow Hydrograph Time (hours) 2402302202102001901801701601501401301201101009080706050403020100 Fl o w ( c f s ) 0.11 0.105 0.1 0.095 0.09 0.085 0.08 0.075 0.07 0.065 0.06 0.055 0.05 0.045 0.04 0.035 0.03 0.025 0.02 0.015 0.01 0.005 0 Inflow Area=0.598 ac 0.10 cfs 0.10 cfs Page 233 of 423 MN-RPBCWD_Snowmelt_10d_100_yr 10-Day Snow Rainfall=7.20"25007 EXISTING Printed 6/7/2026Prepared by Civil Site Group Page 23HydroCAD® 10.20-8a s/n 02202 © 2025 HydroCAD Software Solutions LLC Hydrograph for Reach R1: Camden Ave N Time (hours) Inflow (cfs) Elevation (feet) Outflow (cfs) 0.00 0.00 0.00 5.00 0.00 0.00 10.00 0.00 0.00 15.00 0.01 0.01 20.00 0.01 0.01 25.00 0.01 0.01 30.00 0.01 0.01 35.00 0.01 0.01 40.00 0.01 0.01 45.00 0.01 0.01 50.00 0.01 0.01 55.00 0.01 0.01 60.00 0.01 0.01 65.00 0.01 0.01 70.00 0.01 0.01 75.00 0.01 0.01 80.00 0.01 0.01 85.00 0.02 0.02 90.00 0.02 0.02 95.00 0.02 0.02 100.00 0.02 0.02 105.00 0.02 0.02 110.00 0.03 0.03 115.00 0.04 0.04 120.00 0.09 0.09 125.00 0.05 0.05 130.00 0.03 0.03 135.00 0.02 0.02 140.00 0.02 0.02 145.00 0.02 0.02 150.00 0.02 0.02 155.00 0.02 0.02 160.00 0.01 0.01 165.00 0.01 0.01 170.00 0.01 0.01 175.00 0.01 0.01 180.00 0.01 0.01 185.00 0.01 0.01 190.00 0.01 0.01 195.00 0.01 0.01 200.00 0.01 0.01 205.00 0.01 0.01 210.00 0.01 0.01 215.00 0.01 0.01 220.00 0.01 0.01 225.00 0.01 0.01 230.00 0.01 0.01 235.00 0.01 0.01 240.00 0.01 0.01 Page 234 of 423 MN-RPBCWD_Snowmelt_10d_100_yr 10-Day Snow Rainfall=7.20"25007 EXISTING Printed 6/7/2026Prepared by Civil Site Group Page 24HydroCAD® 10.20-8a s/n 02202 © 2025 HydroCAD Software Solutions LLC Summary for Reach R2: Offsite East (exist pond) [40] Hint: Not Described (Outflow=Inflow) Inflow Area =1.020 ac, 91.49% Impervious, Inflow Depth > 6.44" for 10-Day Snow event Inflow = 0.18 cfs @ 121.28 hrs, Volume= 0.547 af Outflow = 0.18 cfs @ 121.28 hrs, Volume= 0.547 af, Atten= 0%, Lag= 0.0 min Routed to Reach Total : Total Site Area Routing by Stor-Ind method, Time Span= 0.00-240.00 hrs, dt= 0.01 hrs Reach R2: Offsite East (exist pond) Inflow Outflow Hydrograph Time (hours) 2402302202102001901801701601501401301201101009080706050403020100 Fl o w ( c f s ) 0.2 0.19 0.18 0.17 0.16 0.15 0.14 0.13 0.12 0.11 0.1 0.09 0.08 0.07 0.06 0.05 0.04 0.03 0.02 0.01 0 Inflow Area=1.020 ac 0.18 cfs 0.18 cfs Page 235 of 423 MN-RPBCWD_Snowmelt_10d_100_yr 10-Day Snow Rainfall=7.20"25007 EXISTING Printed 6/7/2026Prepared by Civil Site Group Page 25HydroCAD® 10.20-8a s/n 02202 © 2025 HydroCAD Software Solutions LLC Hydrograph for Reach R2: Offsite East (exist pond) Time (hours) Inflow (cfs) Elevation (feet) Outflow (cfs) 0.00 0.00 0.00 5.00 0.00 0.00 10.00 0.01 0.01 15.00 0.01 0.01 20.00 0.01 0.01 25.00 0.01 0.01 30.00 0.02 0.02 35.00 0.02 0.02 40.00 0.02 0.02 45.00 0.02 0.02 50.00 0.02 0.02 55.00 0.02 0.02 60.00 0.02 0.02 65.00 0.02 0.02 70.00 0.02 0.02 75.00 0.02 0.02 80.00 0.02 0.02 85.00 0.03 0.03 90.00 0.03 0.03 95.00 0.03 0.03 100.00 0.03 0.03 105.00 0.04 0.04 110.00 0.05 0.05 115.00 0.06 0.06 120.00 0.16 0.16 125.00 0.09 0.09 130.00 0.05 0.05 135.00 0.04 0.04 140.00 0.03 0.03 145.00 0.03 0.03 150.00 0.03 0.03 155.00 0.03 0.03 160.00 0.03 0.03 165.00 0.02 0.02 170.00 0.02 0.02 175.00 0.02 0.02 180.00 0.02 0.02 185.00 0.02 0.02 190.00 0.02 0.02 195.00 0.02 0.02 200.00 0.02 0.02 205.00 0.02 0.02 210.00 0.02 0.02 215.00 0.02 0.02 220.00 0.02 0.02 225.00 0.02 0.02 230.00 0.01 0.01 235.00 0.01 0.01 240.00 0.01 0.01 Page 236 of 423 MN-RPBCWD_Snowmelt_10d_100_yr 10-Day Snow Rainfall=7.20"25007 EXISTING Printed 6/7/2026Prepared by Civil Site Group Page 26HydroCAD® 10.20-8a s/n 02202 © 2025 HydroCAD Software Solutions LLC Summary for Reach Total: Total Site Area [40] Hint: Not Described (Outflow=Inflow) Inflow Area =1.618 ac, 89.88% Impervious, Inflow Depth > 6.34" for 10-Day Snow event Inflow = 0.28 cfs @ 121.28 hrs, Volume= 0.855 af Outflow = 0.28 cfs @ 121.28 hrs, Volume= 0.855 af, Atten= 0%, Lag= 0.0 min Routing by Stor-Ind method, Time Span= 0.00-240.00 hrs, dt= 0.01 hrs Reach Total: Total Site Area Inflow Outflow Hydrograph Time (hours) 2402302202102001901801701601501401301201101009080706050403020100 Fl o w ( c f s ) 0.3 0.28 0.26 0.24 0.22 0.2 0.18 0.16 0.14 0.12 0.1 0.08 0.06 0.04 0.02 0 Inflow Area=1.618 ac 0.28 cfs 0.28 cfs Page 237 of 423 MN-RPBCWD_Snowmelt_10d_100_yr 10-Day Snow Rainfall=7.20"25007 EXISTING Printed 6/7/2026Prepared by Civil Site Group Page 27HydroCAD® 10.20-8a s/n 02202 © 2025 HydroCAD Software Solutions LLC Hydrograph for Reach Total: Total Site Area Time (hours) Inflow (cfs) Elevation (feet) Outflow (cfs) 0.00 0.00 0.00 5.00 0.00 0.00 10.00 0.01 0.01 15.00 0.02 0.02 20.00 0.02 0.02 25.00 0.02 0.02 30.00 0.02 0.02 35.00 0.03 0.03 40.00 0.03 0.03 45.00 0.03 0.03 50.00 0.03 0.03 55.00 0.03 0.03 60.00 0.03 0.03 65.00 0.03 0.03 70.00 0.03 0.03 75.00 0.04 0.04 80.00 0.04 0.04 85.00 0.04 0.04 90.00 0.05 0.05 95.00 0.05 0.05 100.00 0.05 0.05 105.00 0.06 0.06 110.00 0.08 0.08 115.00 0.10 0.10 120.00 0.26 0.26 125.00 0.14 0.14 130.00 0.09 0.09 135.00 0.07 0.07 140.00 0.05 0.05 145.00 0.05 0.05 150.00 0.05 0.05 155.00 0.04 0.04 160.00 0.04 0.04 165.00 0.04 0.04 170.00 0.04 0.04 175.00 0.03 0.03 180.00 0.03 0.03 185.00 0.03 0.03 190.00 0.03 0.03 195.00 0.03 0.03 200.00 0.03 0.03 205.00 0.03 0.03 210.00 0.03 0.03 215.00 0.03 0.03 220.00 0.02 0.02 225.00 0.02 0.02 230.00 0.02 0.02 235.00 0.02 0.02 240.00 0.02 0.02 Page 238 of 423 MSE 24-hr 3 10y 24hr AT-14 Rainfall=4.27"25007 EXISTING Printed 6/7/2026Prepared by Civil Site Group Page 28HydroCAD® 10.20-8a s/n 02202 © 2025 HydroCAD Software Solutions LLC Time span=0.00-240.00 hrs, dt=0.01 hrs, 24001 points Runoff by SCS TR-20 method, UH=SCS, Weighted-Q Reach routing by Stor-Ind method - Pond routing by Stor-Ind method Runoff Area=26,040 sf 87.14% Impervious Runoff Depth=3.53"Subcatchment EX1: EX1 - Drains west to Tc=7.0 min CN=WQ Runoff=3.18 cfs 0.176 af Runoff Area=44,426 sf 91.49% Impervious Runoff Depth=3.70"Subcatchment EX2: EX2 - Drains east to Tc=7.0 min CN=WQ Runoff=5.70 cfs 0.314 af Inflow=3.18 cfs 0.176 afReach R1: Camden Ave N Outflow=3.18 cfs 0.176 af Inflow=5.70 cfs 0.314 afReach R2: Offsite East (exist pond) Outflow=5.70 cfs 0.314 af Inflow=8.88 cfs 0.490 afReach Total: Total Site Area Outflow=8.88 cfs 0.490 af Total Runoff Area = 1.618 ac Runoff Volume = 0.490 af Average Runoff Depth = 3.63" 10.12% Pervious = 0.164 ac 89.88% Impervious = 1.454 ac Page 239 of 423 MSE 24-hr 3 10y 24hr AT-14 Rainfall=4.27"25007 EXISTING Printed 6/7/2026Prepared by Civil Site Group Page 29HydroCAD® 10.20-8a s/n 02202 © 2025 HydroCAD Software Solutions LLC Summary for Subcatchment EX1: EX1 - Drains west to Camden Ave N Runoff = 3.18 cfs @ 12.14 hrs, Volume= 0.176 af, Depth= 3.53" Routed to Reach R1 : Camden Ave N Runoff by SCS TR-20 method, UH=SCS, Weighted-Q, Time Span= 0.00-240.00 hrs, dt= 0.01 hrs MSE 24-hr 3 10y 24hr AT-14 Rainfall=4.27" Area (sf)CN Description 22,691 98 Paved parking, HSG A 3,349 39 Pasture/grassland/range, Good, HSG A 26,040 Weighted Average 3,349 12.86% Pervious Area 22,691 87.14% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 7.0 Direct Entry, Subcatchment EX1: EX1 - Drains west to Camden Ave N Runoff Hydrograph Time (hours) 2402302202102001901801701601501401301201101009080706050403020100 Fl o w ( c f s ) 3 2 1 0 MSE 24-hr 3 10y 24hr AT-14 Rainfall=4.27" Runoff Area=26,040 sf Runoff Volume=0.176 af Runoff Depth=3.53" Tc=7.0 min CN=WQ 3.18 cfs Page 240 of 423 MSE 24-hr 3 10y 24hr AT-14 Rainfall=4.27"25007 EXISTING Printed 6/7/2026Prepared by Civil Site Group Page 30HydroCAD® 10.20-8a s/n 02202 © 2025 HydroCAD Software Solutions LLC Hydrograph for Subcatchment EX1: EX1 - Drains west to Camden Ave N Time (hours) Precip. (inches) Excess (inches) Runoff (cfs) 0.00 0.00 0.00 0.00 5.00 0.16 0.00 0.02 10.00 0.59 0.09 0.07 15.00 3.83 2.76 0.07 20.00 4.16 3.07 0.02 25.00 4.27 3.18 0.00 30.00 4.27 3.18 0.00 35.00 4.27 3.18 0.00 40.00 4.27 3.18 0.00 45.00 4.27 3.18 0.00 50.00 4.27 3.18 0.00 55.00 4.27 3.18 0.00 60.00 4.27 3.18 0.00 65.00 4.27 3.18 0.00 70.00 4.27 3.18 0.00 75.00 4.27 3.18 0.00 80.00 4.27 3.18 0.00 85.00 4.27 3.18 0.00 90.00 4.27 3.18 0.00 95.00 4.27 3.18 0.00 100.00 4.27 3.18 0.00 105.00 4.27 3.18 0.00 110.00 4.27 3.18 0.00 115.00 4.27 3.18 0.00 120.00 4.27 3.18 0.00 125.00 4.27 3.18 0.00 130.00 4.27 3.18 0.00 135.00 4.27 3.18 0.00 140.00 4.27 3.18 0.00 145.00 4.27 3.18 0.00 150.00 4.27 3.18 0.00 155.00 4.27 3.18 0.00 160.00 4.27 3.18 0.00 165.00 4.27 3.18 0.00 170.00 4.27 3.18 0.00 175.00 4.27 3.18 0.00 180.00 4.27 3.18 0.00 185.00 4.27 3.18 0.00 190.00 4.27 3.18 0.00 195.00 4.27 3.18 0.00 200.00 4.27 3.18 0.00 205.00 4.27 3.18 0.00 210.00 4.27 3.18 0.00 215.00 4.27 3.18 0.00 220.00 4.27 3.18 0.00 225.00 4.27 3.18 0.00 230.00 4.27 3.18 0.00 235.00 4.27 3.18 0.00 240.00 4.27 3.18 0.00 Page 241 of 423 MSE 24-hr 3 10y 24hr AT-14 Rainfall=4.27"25007 EXISTING Printed 6/7/2026Prepared by Civil Site Group Page 31HydroCAD® 10.20-8a s/n 02202 © 2025 HydroCAD Software Solutions LLC Summary for Subcatchment EX2: EX2 - Drains east to Exist Pond Runoff = 5.70 cfs @ 12.14 hrs, Volume= 0.314 af, Depth= 3.70" Routed to Reach R2 : Offsite East (exist pond) Runoff by SCS TR-20 method, UH=SCS, Weighted-Q, Time Span= 0.00-240.00 hrs, dt= 0.01 hrs MSE 24-hr 3 10y 24hr AT-14 Rainfall=4.27" Area (sf)CN Description 40,645 98 Paved parking, HSG A 3,781 39 >75% Grass cover, Good, HSG A 44,426 Weighted Average 3,781 8.51% Pervious Area 40,645 91.49% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 7.0 Direct Entry, Subcatchment EX2: EX2 - Drains east to Exist Pond Runoff Hydrograph Time (hours) 2402302202102001901801701601501401301201101009080706050403020100 Fl o w ( c f s ) 6 5 4 3 2 1 0 MSE 24-hr 3 10y 24hr AT-14 Rainfall=4.27" Runoff Area=44,426 sf Runoff Volume=0.314 af Runoff Depth=3.70" Tc=7.0 min CN=WQ 5.70 cfs Page 242 of 423 MSE 24-hr 3 10y 24hr AT-14 Rainfall=4.27"25007 EXISTING Printed 6/7/2026Prepared by Civil Site Group Page 32HydroCAD® 10.20-8a s/n 02202 © 2025 HydroCAD Software Solutions LLC Hydrograph for Subcatchment EX2: EX2 - Drains east to Exist Pond Time (hours) Precip. (inches) Excess (inches) Runoff (cfs) 0.00 0.00 0.00 0.00 5.00 0.16 0.00 0.03 10.00 0.59 0.16 0.13 15.00 3.83 3.05 0.13 20.00 4.16 3.37 0.04 25.00 4.27 3.48 0.00 30.00 4.27 3.48 0.00 35.00 4.27 3.48 0.00 40.00 4.27 3.48 0.00 45.00 4.27 3.48 0.00 50.00 4.27 3.48 0.00 55.00 4.27 3.48 0.00 60.00 4.27 3.48 0.00 65.00 4.27 3.48 0.00 70.00 4.27 3.48 0.00 75.00 4.27 3.48 0.00 80.00 4.27 3.48 0.00 85.00 4.27 3.48 0.00 90.00 4.27 3.48 0.00 95.00 4.27 3.48 0.00 100.00 4.27 3.48 0.00 105.00 4.27 3.48 0.00 110.00 4.27 3.48 0.00 115.00 4.27 3.48 0.00 120.00 4.27 3.48 0.00 125.00 4.27 3.48 0.00 130.00 4.27 3.48 0.00 135.00 4.27 3.48 0.00 140.00 4.27 3.48 0.00 145.00 4.27 3.48 0.00 150.00 4.27 3.48 0.00 155.00 4.27 3.48 0.00 160.00 4.27 3.48 0.00 165.00 4.27 3.48 0.00 170.00 4.27 3.48 0.00 175.00 4.27 3.48 0.00 180.00 4.27 3.48 0.00 185.00 4.27 3.48 0.00 190.00 4.27 3.48 0.00 195.00 4.27 3.48 0.00 200.00 4.27 3.48 0.00 205.00 4.27 3.48 0.00 210.00 4.27 3.48 0.00 215.00 4.27 3.48 0.00 220.00 4.27 3.48 0.00 225.00 4.27 3.48 0.00 230.00 4.27 3.48 0.00 235.00 4.27 3.48 0.00 240.00 4.27 3.48 0.00 Page 243 of 423 MSE 24-hr 3 10y 24hr AT-14 Rainfall=4.27"25007 EXISTING Printed 6/7/2026Prepared by Civil Site Group Page 33HydroCAD® 10.20-8a s/n 02202 © 2025 HydroCAD Software Solutions LLC Summary for Reach R1: Camden Ave N [40] Hint: Not Described (Outflow=Inflow) Inflow Area =0.598 ac, 87.14% Impervious, Inflow Depth = 3.53" for 10y 24hr AT-14 event Inflow = 3.18 cfs @ 12.14 hrs, Volume= 0.176 af Outflow = 3.18 cfs @ 12.14 hrs, Volume= 0.176 af, Atten= 0%, Lag= 0.0 min Routed to Reach Total : Total Site Area Routing by Stor-Ind method, Time Span= 0.00-240.00 hrs, dt= 0.01 hrs Reach R1: Camden Ave N Inflow Outflow Hydrograph Time (hours) 2402302202102001901801701601501401301201101009080706050403020100 Fl o w ( c f s ) 3 2 1 0 Inflow Area=0.598 ac 3.18 cfs 3.18 cfs Page 244 of 423 MSE 24-hr 3 10y 24hr AT-14 Rainfall=4.27"25007 EXISTING Printed 6/7/2026Prepared by Civil Site Group Page 34HydroCAD® 10.20-8a s/n 02202 © 2025 HydroCAD Software Solutions LLC Hydrograph for Reach R1: Camden Ave N Time (hours) Inflow (cfs) Elevation (feet) Outflow (cfs) 0.00 0.00 0.00 5.00 0.02 0.02 10.00 0.07 0.07 15.00 0.07 0.07 20.00 0.02 0.02 25.00 0.00 0.00 30.00 0.00 0.00 35.00 0.00 0.00 40.00 0.00 0.00 45.00 0.00 0.00 50.00 0.00 0.00 55.00 0.00 0.00 60.00 0.00 0.00 65.00 0.00 0.00 70.00 0.00 0.00 75.00 0.00 0.00 80.00 0.00 0.00 85.00 0.00 0.00 90.00 0.00 0.00 95.00 0.00 0.00 100.00 0.00 0.00 105.00 0.00 0.00 110.00 0.00 0.00 115.00 0.00 0.00 120.00 0.00 0.00 125.00 0.00 0.00 130.00 0.00 0.00 135.00 0.00 0.00 140.00 0.00 0.00 145.00 0.00 0.00 150.00 0.00 0.00 155.00 0.00 0.00 160.00 0.00 0.00 165.00 0.00 0.00 170.00 0.00 0.00 175.00 0.00 0.00 180.00 0.00 0.00 185.00 0.00 0.00 190.00 0.00 0.00 195.00 0.00 0.00 200.00 0.00 0.00 205.00 0.00 0.00 210.00 0.00 0.00 215.00 0.00 0.00 220.00 0.00 0.00 225.00 0.00 0.00 230.00 0.00 0.00 235.00 0.00 0.00 240.00 0.00 0.00 Page 245 of 423 MSE 24-hr 3 10y 24hr AT-14 Rainfall=4.27"25007 EXISTING Printed 6/7/2026Prepared by Civil Site Group Page 35HydroCAD® 10.20-8a s/n 02202 © 2025 HydroCAD Software Solutions LLC Summary for Reach R2: Offsite East (exist pond) [40] Hint: Not Described (Outflow=Inflow) Inflow Area =1.020 ac, 91.49% Impervious, Inflow Depth = 3.70" for 10y 24hr AT-14 event Inflow = 5.70 cfs @ 12.14 hrs, Volume= 0.314 af Outflow = 5.70 cfs @ 12.14 hrs, Volume= 0.314 af, Atten= 0%, Lag= 0.0 min Routed to Reach Total : Total Site Area Routing by Stor-Ind method, Time Span= 0.00-240.00 hrs, dt= 0.01 hrs Reach R2: Offsite East (exist pond) Inflow Outflow Hydrograph Time (hours) 2402302202102001901801701601501401301201101009080706050403020100 Fl o w ( c f s ) 6 5 4 3 2 1 0 Inflow Area=1.020 ac 5.70 cfs 5.70 cfs Page 246 of 423 MSE 24-hr 3 10y 24hr AT-14 Rainfall=4.27"25007 EXISTING Printed 6/7/2026Prepared by Civil Site Group Page 36HydroCAD® 10.20-8a s/n 02202 © 2025 HydroCAD Software Solutions LLC Hydrograph for Reach R2: Offsite East (exist pond) Time (hours) Inflow (cfs) Elevation (feet) Outflow (cfs) 0.00 0.00 0.00 5.00 0.03 0.03 10.00 0.13 0.13 15.00 0.13 0.13 20.00 0.04 0.04 25.00 0.00 0.00 30.00 0.00 0.00 35.00 0.00 0.00 40.00 0.00 0.00 45.00 0.00 0.00 50.00 0.00 0.00 55.00 0.00 0.00 60.00 0.00 0.00 65.00 0.00 0.00 70.00 0.00 0.00 75.00 0.00 0.00 80.00 0.00 0.00 85.00 0.00 0.00 90.00 0.00 0.00 95.00 0.00 0.00 100.00 0.00 0.00 105.00 0.00 0.00 110.00 0.00 0.00 115.00 0.00 0.00 120.00 0.00 0.00 125.00 0.00 0.00 130.00 0.00 0.00 135.00 0.00 0.00 140.00 0.00 0.00 145.00 0.00 0.00 150.00 0.00 0.00 155.00 0.00 0.00 160.00 0.00 0.00 165.00 0.00 0.00 170.00 0.00 0.00 175.00 0.00 0.00 180.00 0.00 0.00 185.00 0.00 0.00 190.00 0.00 0.00 195.00 0.00 0.00 200.00 0.00 0.00 205.00 0.00 0.00 210.00 0.00 0.00 215.00 0.00 0.00 220.00 0.00 0.00 225.00 0.00 0.00 230.00 0.00 0.00 235.00 0.00 0.00 240.00 0.00 0.00 Page 247 of 423 MSE 24-hr 3 10y 24hr AT-14 Rainfall=4.27"25007 EXISTING Printed 6/7/2026Prepared by Civil Site Group Page 37HydroCAD® 10.20-8a s/n 02202 © 2025 HydroCAD Software Solutions LLC Summary for Reach Total: Total Site Area [40] Hint: Not Described (Outflow=Inflow) Inflow Area =1.618 ac, 89.88% Impervious, Inflow Depth = 3.63" for 10y 24hr AT-14 event Inflow = 8.88 cfs @ 12.14 hrs, Volume= 0.490 af Outflow = 8.88 cfs @ 12.14 hrs, Volume= 0.490 af, Atten= 0%, Lag= 0.0 min Routing by Stor-Ind method, Time Span= 0.00-240.00 hrs, dt= 0.01 hrs Reach Total: Total Site Area Inflow Outflow Hydrograph Time (hours) 2402302202102001901801701601501401301201101009080706050403020100 Fl o w ( c f s ) 9 8 7 6 5 4 3 2 1 0 Inflow Area=1.618 ac 8.88 cfs 8.88 cfs Page 248 of 423 MSE 24-hr 3 10y 24hr AT-14 Rainfall=4.27"25007 EXISTING Printed 6/7/2026Prepared by Civil Site Group Page 38HydroCAD® 10.20-8a s/n 02202 © 2025 HydroCAD Software Solutions LLC Hydrograph for Reach Total: Total Site Area Time (hours) Inflow (cfs) Elevation (feet) Outflow (cfs) 0.00 0.00 0.00 5.00 0.05 0.05 10.00 0.21 0.21 15.00 0.21 0.21 20.00 0.07 0.07 25.00 0.00 0.00 30.00 0.00 0.00 35.00 0.00 0.00 40.00 0.00 0.00 45.00 0.00 0.00 50.00 0.00 0.00 55.00 0.00 0.00 60.00 0.00 0.00 65.00 0.00 0.00 70.00 0.00 0.00 75.00 0.00 0.00 80.00 0.00 0.00 85.00 0.00 0.00 90.00 0.00 0.00 95.00 0.00 0.00 100.00 0.00 0.00 105.00 0.00 0.00 110.00 0.00 0.00 115.00 0.00 0.00 120.00 0.00 0.00 125.00 0.00 0.00 130.00 0.00 0.00 135.00 0.00 0.00 140.00 0.00 0.00 145.00 0.00 0.00 150.00 0.00 0.00 155.00 0.00 0.00 160.00 0.00 0.00 165.00 0.00 0.00 170.00 0.00 0.00 175.00 0.00 0.00 180.00 0.00 0.00 185.00 0.00 0.00 190.00 0.00 0.00 195.00 0.00 0.00 200.00 0.00 0.00 205.00 0.00 0.00 210.00 0.00 0.00 215.00 0.00 0.00 220.00 0.00 0.00 225.00 0.00 0.00 230.00 0.00 0.00 235.00 0.00 0.00 240.00 0.00 0.00 Page 249 of 423 MSE 24-hr 3 100y 24hr AT-14 Rainfall=7.36"25007 EXISTING Printed 6/7/2026Prepared by Civil Site Group Page 39HydroCAD® 10.20-8a s/n 02202 © 2025 HydroCAD Software Solutions LLC Time span=0.00-240.00 hrs, dt=0.01 hrs, 24001 points Runoff by SCS TR-20 method, UH=SCS, Weighted-Q Reach routing by Stor-Ind method - Pond routing by Stor-Ind method Runoff Area=26,040 sf 87.14% Impervious Runoff Depth=6.32"Subcatchment EX1: EX1 - Drains west to Tc=7.0 min CN=WQ Runoff=5.59 cfs 0.315 af Runoff Area=44,426 sf 91.49% Impervious Runoff Depth=6.59"Subcatchment EX2: EX2 - Drains east to Tc=7.0 min CN=WQ Runoff=9.96 cfs 0.560 af Inflow=5.59 cfs 0.315 afReach R1: Camden Ave N Outflow=5.59 cfs 0.315 af Inflow=9.96 cfs 0.560 afReach R2: Offsite East (exist pond) Outflow=9.96 cfs 0.560 af Inflow=15.55 cfs 0.875 afReach Total: Total Site Area Outflow=15.55 cfs 0.875 af Total Runoff Area = 1.618 ac Runoff Volume = 0.875 af Average Runoff Depth = 6.49" 10.12% Pervious = 0.164 ac 89.88% Impervious = 1.454 ac Page 250 of 423 MSE 24-hr 3 100y 24hr AT-14 Rainfall=7.36"25007 EXISTING Printed 6/7/2026Prepared by Civil Site Group Page 40HydroCAD® 10.20-8a s/n 02202 © 2025 HydroCAD Software Solutions LLC Summary for Subcatchment EX1: EX1 - Drains west to Camden Ave N Runoff = 5.59 cfs @ 12.14 hrs, Volume= 0.315 af, Depth= 6.32" Routed to Reach R1 : Camden Ave N Runoff by SCS TR-20 method, UH=SCS, Weighted-Q, Time Span= 0.00-240.00 hrs, dt= 0.01 hrs MSE 24-hr 3 100y 24hr AT-14 Rainfall=7.36" Area (sf)CN Description 22,691 98 Paved parking, HSG A 3,349 39 Pasture/grassland/range, Good, HSG A 26,040 Weighted Average 3,349 12.86% Pervious Area 22,691 87.14% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 7.0 Direct Entry, Subcatchment EX1: EX1 - Drains west to Camden Ave N Runoff Hydrograph Time (hours) 2402302202102001901801701601501401301201101009080706050403020100 Fl o w ( c f s ) 6 5 4 3 2 1 0 MSE 24-hr 3 100y 24hr AT-14 Rainfall=7.36" Runoff Area=26,040 sf Runoff Volume=0.315 af Runoff Depth=6.32" Tc=7.0 min CN=WQ 5.59 cfs Page 251 of 423 MSE 24-hr 3 100y 24hr AT-14 Rainfall=7.36"25007 EXISTING Printed 6/7/2026Prepared by Civil Site Group Page 41HydroCAD® 10.20-8a s/n 02202 © 2025 HydroCAD Software Solutions LLC Hydrograph for Subcatchment EX1: EX1 - Drains west to Camden Ave N Time (hours) Precip. (inches) Excess (inches) Runoff (cfs) 0.00 0.00 0.00 0.00 5.00 0.28 0.00 0.04 10.00 1.01 0.33 0.14 15.00 6.60 5.43 0.13 20.00 7.17 5.99 0.04 25.00 7.36 6.18 0.00 30.00 7.36 6.18 0.00 35.00 7.36 6.18 0.00 40.00 7.36 6.18 0.00 45.00 7.36 6.18 0.00 50.00 7.36 6.18 0.00 55.00 7.36 6.18 0.00 60.00 7.36 6.18 0.00 65.00 7.36 6.18 0.00 70.00 7.36 6.18 0.00 75.00 7.36 6.18 0.00 80.00 7.36 6.18 0.00 85.00 7.36 6.18 0.00 90.00 7.36 6.18 0.00 95.00 7.36 6.18 0.00 100.00 7.36 6.18 0.00 105.00 7.36 6.18 0.00 110.00 7.36 6.18 0.00 115.00 7.36 6.18 0.00 120.00 7.36 6.18 0.00 125.00 7.36 6.18 0.00 130.00 7.36 6.18 0.00 135.00 7.36 6.18 0.00 140.00 7.36 6.18 0.00 145.00 7.36 6.18 0.00 150.00 7.36 6.18 0.00 155.00 7.36 6.18 0.00 160.00 7.36 6.18 0.00 165.00 7.36 6.18 0.00 170.00 7.36 6.18 0.00 175.00 7.36 6.18 0.00 180.00 7.36 6.18 0.00 185.00 7.36 6.18 0.00 190.00 7.36 6.18 0.00 195.00 7.36 6.18 0.00 200.00 7.36 6.18 0.00 205.00 7.36 6.18 0.00 210.00 7.36 6.18 0.00 215.00 7.36 6.18 0.00 220.00 7.36 6.18 0.00 225.00 7.36 6.18 0.00 230.00 7.36 6.18 0.00 235.00 7.36 6.18 0.00 240.00 7.36 6.18 0.00 Page 252 of 423 MSE 24-hr 3 100y 24hr AT-14 Rainfall=7.36"25007 EXISTING Printed 6/7/2026Prepared by Civil Site Group Page 42HydroCAD® 10.20-8a s/n 02202 © 2025 HydroCAD Software Solutions LLC Summary for Subcatchment EX2: EX2 - Drains east to Exist Pond Runoff = 9.96 cfs @ 12.14 hrs, Volume= 0.560 af, Depth= 6.59" Routed to Reach R2 : Offsite East (exist pond) Runoff by SCS TR-20 method, UH=SCS, Weighted-Q, Time Span= 0.00-240.00 hrs, dt= 0.01 hrs MSE 24-hr 3 100y 24hr AT-14 Rainfall=7.36" Area (sf)CN Description 40,645 98 Paved parking, HSG A 3,781 39 >75% Grass cover, Good, HSG A 44,426 Weighted Average 3,781 8.51% Pervious Area 40,645 91.49% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 7.0 Direct Entry, Subcatchment EX2: EX2 - Drains east to Exist Pond Runoff Hydrograph Time (hours) 2402302202102001901801701601501401301201101009080706050403020100 Fl o w ( c f s ) 11 10 9 8 7 6 5 4 3 2 1 0 MSE 24-hr 3 100y 24hr AT-14 Rainfall=7.36" Runoff Area=44,426 sf Runoff Volume=0.560 af Runoff Depth=6.59" Tc=7.0 min CN=WQ 9.96 cfs Page 253 of 423 MSE 24-hr 3 100y 24hr AT-14 Rainfall=7.36"25007 EXISTING Printed 6/7/2026Prepared by Civil Site Group Page 43HydroCAD® 10.20-8a s/n 02202 © 2025 HydroCAD Software Solutions LLC Hydrograph for Subcatchment EX2: EX2 - Drains east to Exist Pond Time (hours) Precip. (inches) Excess (inches) Runoff (cfs) 0.00 0.00 0.00 0.00 5.00 0.28 0.02 0.07 10.00 1.01 0.46 0.24 15.00 6.60 5.78 0.23 20.00 7.17 6.34 0.08 25.00 7.36 6.53 0.00 30.00 7.36 6.53 0.00 35.00 7.36 6.53 0.00 40.00 7.36 6.53 0.00 45.00 7.36 6.53 0.00 50.00 7.36 6.53 0.00 55.00 7.36 6.53 0.00 60.00 7.36 6.53 0.00 65.00 7.36 6.53 0.00 70.00 7.36 6.53 0.00 75.00 7.36 6.53 0.00 80.00 7.36 6.53 0.00 85.00 7.36 6.53 0.00 90.00 7.36 6.53 0.00 95.00 7.36 6.53 0.00 100.00 7.36 6.53 0.00 105.00 7.36 6.53 0.00 110.00 7.36 6.53 0.00 115.00 7.36 6.53 0.00 120.00 7.36 6.53 0.00 125.00 7.36 6.53 0.00 130.00 7.36 6.53 0.00 135.00 7.36 6.53 0.00 140.00 7.36 6.53 0.00 145.00 7.36 6.53 0.00 150.00 7.36 6.53 0.00 155.00 7.36 6.53 0.00 160.00 7.36 6.53 0.00 165.00 7.36 6.53 0.00 170.00 7.36 6.53 0.00 175.00 7.36 6.53 0.00 180.00 7.36 6.53 0.00 185.00 7.36 6.53 0.00 190.00 7.36 6.53 0.00 195.00 7.36 6.53 0.00 200.00 7.36 6.53 0.00 205.00 7.36 6.53 0.00 210.00 7.36 6.53 0.00 215.00 7.36 6.53 0.00 220.00 7.36 6.53 0.00 225.00 7.36 6.53 0.00 230.00 7.36 6.53 0.00 235.00 7.36 6.53 0.00 240.00 7.36 6.53 0.00 Page 254 of 423 MSE 24-hr 3 100y 24hr AT-14 Rainfall=7.36"25007 EXISTING Printed 6/7/2026Prepared by Civil Site Group Page 44HydroCAD® 10.20-8a s/n 02202 © 2025 HydroCAD Software Solutions LLC Summary for Reach R1: Camden Ave N [40] Hint: Not Described (Outflow=Inflow) Inflow Area =0.598 ac, 87.14% Impervious, Inflow Depth = 6.32" for 100y 24hr AT-14 event Inflow = 5.59 cfs @ 12.14 hrs, Volume= 0.315 af Outflow = 5.59 cfs @ 12.14 hrs, Volume= 0.315 af, Atten= 0%, Lag= 0.0 min Routed to Reach Total : Total Site Area Routing by Stor-Ind method, Time Span= 0.00-240.00 hrs, dt= 0.01 hrs Reach R1: Camden Ave N Inflow Outflow Hydrograph Time (hours) 2402302202102001901801701601501401301201101009080706050403020100 Fl o w ( c f s ) 6 5 4 3 2 1 0 Inflow Area=0.598 ac 5.59 cfs 5.59 cfs Page 255 of 423 MSE 24-hr 3 100y 24hr AT-14 Rainfall=7.36"25007 EXISTING Printed 6/7/2026Prepared by Civil Site Group Page 45HydroCAD® 10.20-8a s/n 02202 © 2025 HydroCAD Software Solutions LLC Hydrograph for Reach R1: Camden Ave N Time (hours) Inflow (cfs) Elevation (feet) Outflow (cfs) 0.00 0.00 0.00 5.00 0.04 0.04 10.00 0.14 0.14 15.00 0.13 0.13 20.00 0.04 0.04 25.00 0.00 0.00 30.00 0.00 0.00 35.00 0.00 0.00 40.00 0.00 0.00 45.00 0.00 0.00 50.00 0.00 0.00 55.00 0.00 0.00 60.00 0.00 0.00 65.00 0.00 0.00 70.00 0.00 0.00 75.00 0.00 0.00 80.00 0.00 0.00 85.00 0.00 0.00 90.00 0.00 0.00 95.00 0.00 0.00 100.00 0.00 0.00 105.00 0.00 0.00 110.00 0.00 0.00 115.00 0.00 0.00 120.00 0.00 0.00 125.00 0.00 0.00 130.00 0.00 0.00 135.00 0.00 0.00 140.00 0.00 0.00 145.00 0.00 0.00 150.00 0.00 0.00 155.00 0.00 0.00 160.00 0.00 0.00 165.00 0.00 0.00 170.00 0.00 0.00 175.00 0.00 0.00 180.00 0.00 0.00 185.00 0.00 0.00 190.00 0.00 0.00 195.00 0.00 0.00 200.00 0.00 0.00 205.00 0.00 0.00 210.00 0.00 0.00 215.00 0.00 0.00 220.00 0.00 0.00 225.00 0.00 0.00 230.00 0.00 0.00 235.00 0.00 0.00 240.00 0.00 0.00 Page 256 of 423 MSE 24-hr 3 100y 24hr AT-14 Rainfall=7.36"25007 EXISTING Printed 6/7/2026Prepared by Civil Site Group Page 46HydroCAD® 10.20-8a s/n 02202 © 2025 HydroCAD Software Solutions LLC Summary for Reach R2: Offsite East (exist pond) [40] Hint: Not Described (Outflow=Inflow) Inflow Area =1.020 ac, 91.49% Impervious, Inflow Depth = 6.59" for 100y 24hr AT-14 event Inflow = 9.96 cfs @ 12.14 hrs, Volume= 0.560 af Outflow = 9.96 cfs @ 12.14 hrs, Volume= 0.560 af, Atten= 0%, Lag= 0.0 min Routed to Reach Total : Total Site Area Routing by Stor-Ind method, Time Span= 0.00-240.00 hrs, dt= 0.01 hrs Reach R2: Offsite East (exist pond) Inflow Outflow Hydrograph Time (hours) 2402302202102001901801701601501401301201101009080706050403020100 Fl o w ( c f s ) 11 10 9 8 7 6 5 4 3 2 1 0 Inflow Area=1.020 ac 9.96 cfs 9.96 cfs Page 257 of 423 MSE 24-hr 3 100y 24hr AT-14 Rainfall=7.36"25007 EXISTING Printed 6/7/2026Prepared by Civil Site Group Page 47HydroCAD® 10.20-8a s/n 02202 © 2025 HydroCAD Software Solutions LLC Hydrograph for Reach R2: Offsite East (exist pond) Time (hours) Inflow (cfs) Elevation (feet) Outflow (cfs) 0.00 0.00 0.00 5.00 0.07 0.07 10.00 0.24 0.24 15.00 0.23 0.23 20.00 0.08 0.08 25.00 0.00 0.00 30.00 0.00 0.00 35.00 0.00 0.00 40.00 0.00 0.00 45.00 0.00 0.00 50.00 0.00 0.00 55.00 0.00 0.00 60.00 0.00 0.00 65.00 0.00 0.00 70.00 0.00 0.00 75.00 0.00 0.00 80.00 0.00 0.00 85.00 0.00 0.00 90.00 0.00 0.00 95.00 0.00 0.00 100.00 0.00 0.00 105.00 0.00 0.00 110.00 0.00 0.00 115.00 0.00 0.00 120.00 0.00 0.00 125.00 0.00 0.00 130.00 0.00 0.00 135.00 0.00 0.00 140.00 0.00 0.00 145.00 0.00 0.00 150.00 0.00 0.00 155.00 0.00 0.00 160.00 0.00 0.00 165.00 0.00 0.00 170.00 0.00 0.00 175.00 0.00 0.00 180.00 0.00 0.00 185.00 0.00 0.00 190.00 0.00 0.00 195.00 0.00 0.00 200.00 0.00 0.00 205.00 0.00 0.00 210.00 0.00 0.00 215.00 0.00 0.00 220.00 0.00 0.00 225.00 0.00 0.00 230.00 0.00 0.00 235.00 0.00 0.00 240.00 0.00 0.00 Page 258 of 423 MSE 24-hr 3 100y 24hr AT-14 Rainfall=7.36"25007 EXISTING Printed 6/7/2026Prepared by Civil Site Group Page 48HydroCAD® 10.20-8a s/n 02202 © 2025 HydroCAD Software Solutions LLC Summary for Reach Total: Total Site Area [40] Hint: Not Described (Outflow=Inflow) Inflow Area =1.618 ac, 89.88% Impervious, Inflow Depth = 6.49" for 100y 24hr AT-14 event Inflow = 15.55 cfs @ 12.14 hrs, Volume= 0.875 af Outflow = 15.55 cfs @ 12.14 hrs, Volume= 0.875 af, Atten= 0%, Lag= 0.0 min Routing by Stor-Ind method, Time Span= 0.00-240.00 hrs, dt= 0.01 hrs Reach Total: Total Site Area Inflow Outflow Hydrograph Time (hours) 2402302202102001901801701601501401301201101009080706050403020100 Fl o w ( c f s ) 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 0 Inflow Area=1.618 ac 15.55 cfs 15.55 cfs Page 259 of 423 MSE 24-hr 3 100y 24hr AT-14 Rainfall=7.36"25007 EXISTING Printed 6/7/2026Prepared by Civil Site Group Page 49HydroCAD® 10.20-8a s/n 02202 © 2025 HydroCAD Software Solutions LLC Hydrograph for Reach Total: Total Site Area Time (hours) Inflow (cfs) Elevation (feet) Outflow (cfs) 0.00 0.00 0.00 5.00 0.10 0.10 10.00 0.38 0.38 15.00 0.36 0.36 20.00 0.12 0.12 25.00 0.00 0.00 30.00 0.00 0.00 35.00 0.00 0.00 40.00 0.00 0.00 45.00 0.00 0.00 50.00 0.00 0.00 55.00 0.00 0.00 60.00 0.00 0.00 65.00 0.00 0.00 70.00 0.00 0.00 75.00 0.00 0.00 80.00 0.00 0.00 85.00 0.00 0.00 90.00 0.00 0.00 95.00 0.00 0.00 100.00 0.00 0.00 105.00 0.00 0.00 110.00 0.00 0.00 115.00 0.00 0.00 120.00 0.00 0.00 125.00 0.00 0.00 130.00 0.00 0.00 135.00 0.00 0.00 140.00 0.00 0.00 145.00 0.00 0.00 150.00 0.00 0.00 155.00 0.00 0.00 160.00 0.00 0.00 165.00 0.00 0.00 170.00 0.00 0.00 175.00 0.00 0.00 180.00 0.00 0.00 185.00 0.00 0.00 190.00 0.00 0.00 195.00 0.00 0.00 200.00 0.00 0.00 205.00 0.00 0.00 210.00 0.00 0.00 215.00 0.00 0.00 220.00 0.00 0.00 225.00 0.00 0.00 230.00 0.00 0.00 235.00 0.00 0.00 240.00 0.00 0.00 Page 260 of 423 Proposed Conditions PR1 PR1 - Drains west to Camden Ave N PR2A PR2A - Drains to Und. Sys. then east to exist pond PR2B PR2B - Drains east to exist pond R1 Camden Ave N R2 Offsite East (Exist Pond) Total Total Site Area 1P Basin 1P - Und. Infiltration Sys. Routing Diagram for 25007 PROPOSED Prepared by Civil Site Group, Printed 6/7/2026 HydroCAD® 10.20-8a s/n 02202 © 2025 HydroCAD Software Solutions LLC Subcat Reach Pond Link Page 261 of 423 25007 PROPOSED Printed 6/7/2026Prepared by Civil Site Group Page 2HydroCAD® 10.20-8a s/n 02202 © 2025 HydroCAD Software Solutions LLC Rainfall Events Listing Event# Event Name Storm Type Curve Mode Duration (hours) B/B Depth (inches) 1 2y 24hr AT-14 MSE 24-hr 3 Default 24.00 1 2.86 2 10y 24hr AT-14 MSE 24-hr 3 Default 24.00 1 4.27 3 100y 24hr AT-14 MSE 24-hr 3 Default 24.00 1 7.36 4 Snow 10-Day-100-Yr MN-RPBCWD_Snowmelt_10d_100_yr Default 240.00 1 7.20 5 WQL - 1.0'' Event MSE 24-hr 3 Default 24.00 1 1.00 Page 262 of 423 25007 PROPOSED Printed 6/7/2026Prepared by Civil Site Group Page 3HydroCAD® 10.20-8a s/n 02202 © 2025 HydroCAD Software Solutions LLC Area Listing (all nodes) Area (acres) CN Description (subcatchment-numbers) 0.234 39 >75% Grass cover, Good, HSG A (PR1, PR2A, PR2B) 1.383 98 Paved parking, HSG A (PR1, PR2A, PR2B) 1.618 89 TOTAL AREA Page 263 of 423 25007 PROPOSED Printed 6/7/2026Prepared by Civil Site Group Page 4HydroCAD® 10.20-8a s/n 02202 © 2025 HydroCAD Software Solutions LLC Soil Listing (all nodes) Area (acres) Soil Group Subcatchment Numbers 1.618 HSG A PR1, PR2A, PR2B 0.000 HSG B 0.000 HSG C 0.000 HSG D 0.000 Other 1.618 TOTAL AREA Page 264 of 423 25007 PROPOSED Printed 6/7/2026Prepared by Civil Site Group Page 5HydroCAD® 10.20-8a s/n 02202 © 2025 HydroCAD Software Solutions LLC Ground Covers (all nodes) HSG-A (acres) HSG-B (acres) HSG-C (acres) HSG-D (acres) Other (acres) Total (acres) Ground Cover Subcatchment Numbers 0.234 0.000 0.000 0.000 0.000 0.234 >75% Grass cover, Good PR1, PR2A, PR2B 1.383 0.000 0.000 0.000 0.000 1.383 Paved parking PR1, PR2A, PR2B 1.618 0.000 0.000 0.000 0.000 1.618 TOTAL AREA Page 265 of 423 25007 PROPOSED Printed 6/7/2026Prepared by Civil Site Group Page 6HydroCAD® 10.20-8a s/n 02202 © 2025 HydroCAD Software Solutions LLC Pipe Listing (all nodes) Line# Node Number In-Invert (feet) Out-Invert (feet) Length (feet) Slope (ft/ft) n Width (inches) Diam/Height (inches) Inside-Fill (inches) Node Name 1 1P 827.65 827.59 5.0 0.0120 0.010 0.0 18.0 0.0 Page 266 of 423 MSE 24-hr 3 2y 24hr AT-14 Rainfall=2.86"25007 PROPOSED Printed 6/7/2026Prepared by Civil Site Group Page 7HydroCAD® 10.20-8a s/n 02202 © 2025 HydroCAD Software Solutions LLC Time span=0.00-240.00 hrs, dt=0.01 hrs, 24001 points Runoff by SCS TR-20 method, UH=SCS, Weighted-Q Reach routing by Stor-Ind method - Pond routing by Stor-Ind method Runoff Area=26,040 sf 87.14% Impervious Runoff Depth=2.29"Subcatchment PR1: PR1 - Drains west to Tc=7.0 min CN=WQ Runoff=2.12 cfs 0.114 af Runoff Area=40,161 sf 92.84% Impervious Runoff Depth=2.44"Subcatchment PR2A: PR2A - Drains to Tc=7.0 min CN=WQ Runoff=3.48 cfs 0.188 af Runoff Area=4,265 sf 6.75% Impervious Runoff Depth=0.18"Subcatchment PR2B: PR2B - Drains east to Tc=7.0 min CN=WQ Runoff=0.03 cfs 0.001 af Inflow=2.12 cfs 0.114 afReach R1: Camden Ave N Outflow=2.12 cfs 0.114 af Inflow=3.06 cfs 0.100 afReach R2: Offsite East (Exist Pond) Outflow=3.06 cfs 0.100 af Inflow=5.01 cfs 0.215 afReach Total: Total Site Area Outflow=5.01 cfs 0.215 af Peak Elev=828.62' Storage=3,093 cf Inflow=3.48 cfs 0.188 afPond 1P: Basin 1P - Und. Infiltration Sys. Discarded=0.02 cfs 0.088 af Primary=3.03 cfs 0.099 af Secondary=0.00 cfs 0.000 af Outflow=3.06 cfs 0.188 af Total Runoff Area = 1.618 ac Runoff Volume = 0.303 af Average Runoff Depth = 2.25" 14.48% Pervious = 0.234 ac 85.52% Impervious = 1.383 ac Page 267 of 423 MSE 24-hr 3 2y 24hr AT-14 Rainfall=2.86"25007 PROPOSED Printed 6/7/2026Prepared by Civil Site Group Page 8HydroCAD® 10.20-8a s/n 02202 © 2025 HydroCAD Software Solutions LLC Summary for Subcatchment PR1: PR1 - Drains west to Camden Ave N Runoff = 2.12 cfs @ 12.14 hrs, Volume= 0.114 af, Depth= 2.29" Routed to Reach R1 : Camden Ave N Runoff by SCS TR-20 method, UH=SCS, Weighted-Q, Time Span= 0.00-240.00 hrs, dt= 0.01 hrs MSE 24-hr 3 2y 24hr AT-14 Rainfall=2.86" Area (sf)CN Description 22,691 98 Paved parking, HSG A 3,349 39 >75% Grass cover, Good, HSG A 26,040 Weighted Average 3,349 12.86% Pervious Area 22,691 87.14% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 7.0 Direct Entry, Subcatchment PR1: PR1 - Drains west to Camden Ave N Runoff Hydrograph Time (hours) 2402302202102001901801701601501401301201101009080706050403020100 Fl o w ( c f s ) 2 1 0 MSE 24-hr 3 2y 24hr AT-14 Rainfall=2.86" Runoff Area=26,040 sf Runoff Volume=0.114 af Runoff Depth=2.29" Tc=7.0 min CN=WQ 2.12 cfs Page 268 of 423 MSE 24-hr 3 2y 24hr AT-14 Rainfall=2.86"25007 PROPOSED Printed 6/7/2026Prepared by Civil Site Group Page 9HydroCAD® 10.20-8a s/n 02202 © 2025 HydroCAD Software Solutions LLC Hydrograph for Subcatchment PR1: PR1 - Drains west to Camden Ave N Time (hours) Precip. (inches) Excess (inches) Runoff (cfs) 0.00 0.00 0.00 0.00 5.00 0.11 0.00 0.01 10.00 0.39 0.02 0.05 15.00 2.57 1.59 0.05 20.00 2.79 1.79 0.02 25.00 2.86 1.86 0.00 30.00 2.86 1.86 0.00 35.00 2.86 1.86 0.00 40.00 2.86 1.86 0.00 45.00 2.86 1.86 0.00 50.00 2.86 1.86 0.00 55.00 2.86 1.86 0.00 60.00 2.86 1.86 0.00 65.00 2.86 1.86 0.00 70.00 2.86 1.86 0.00 75.00 2.86 1.86 0.00 80.00 2.86 1.86 0.00 85.00 2.86 1.86 0.00 90.00 2.86 1.86 0.00 95.00 2.86 1.86 0.00 100.00 2.86 1.86 0.00 105.00 2.86 1.86 0.00 110.00 2.86 1.86 0.00 115.00 2.86 1.86 0.00 120.00 2.86 1.86 0.00 125.00 2.86 1.86 0.00 130.00 2.86 1.86 0.00 135.00 2.86 1.86 0.00 140.00 2.86 1.86 0.00 145.00 2.86 1.86 0.00 150.00 2.86 1.86 0.00 155.00 2.86 1.86 0.00 160.00 2.86 1.86 0.00 165.00 2.86 1.86 0.00 170.00 2.86 1.86 0.00 175.00 2.86 1.86 0.00 180.00 2.86 1.86 0.00 185.00 2.86 1.86 0.00 190.00 2.86 1.86 0.00 195.00 2.86 1.86 0.00 200.00 2.86 1.86 0.00 205.00 2.86 1.86 0.00 210.00 2.86 1.86 0.00 215.00 2.86 1.86 0.00 220.00 2.86 1.86 0.00 225.00 2.86 1.86 0.00 230.00 2.86 1.86 0.00 235.00 2.86 1.86 0.00 240.00 2.86 1.86 0.00 Page 269 of 423 MSE 24-hr 3 2y 24hr AT-14 Rainfall=2.86"25007 PROPOSED Printed 6/7/2026Prepared by Civil Site Group Page 10HydroCAD® 10.20-8a s/n 02202 © 2025 HydroCAD Software Solutions LLC Summary for Subcatchment PR2A: PR2A - Drains to Und. Sys. then east to exist pond Runoff = 3.48 cfs @ 12.14 hrs, Volume= 0.188 af, Depth= 2.44" Routed to Pond 1P : Basin 1P - Und. Infiltration Sys. Runoff by SCS TR-20 method, UH=SCS, Weighted-Q, Time Span= 0.00-240.00 hrs, dt= 0.01 hrs MSE 24-hr 3 2y 24hr AT-14 Rainfall=2.86" Area (sf)CN Description 37,284 98 Paved parking, HSG A 2,877 39 >75% Grass cover, Good, HSG A 40,161 Weighted Average 2,877 7.16% Pervious Area 37,284 92.84% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 7.0 Direct Entry, Subcatchment PR2A: PR2A - Drains to Und. Sys. then east to exist pond Runoff Hydrograph Time (hours) 2402302202102001901801701601501401301201101009080706050403020100 Fl o w ( c f s ) 3 2 1 0 MSE 24-hr 3 2y 24hr AT-14 Rainfall=2.86" Runoff Area=40,161 sf Runoff Volume=0.188 af Runoff Depth=2.44" Tc=7.0 min CN=WQ 3.48 cfs Page 270 of 423 MSE 24-hr 3 2y 24hr AT-14 Rainfall=2.86"25007 PROPOSED Printed 6/7/2026Prepared by Civil Site Group Page 11HydroCAD® 10.20-8a s/n 02202 © 2025 HydroCAD Software Solutions LLC Hydrograph for Subcatchment PR2A: PR2A - Drains to Und. Sys. then east to exist pond Time (hours) Precip. (inches) Excess (inches) Runoff (cfs) 0.00 0.00 0.00 0.00 5.00 0.11 0.00 0.01 10.00 0.39 0.08 0.08 15.00 2.57 1.93 0.08 20.00 2.79 2.14 0.03 25.00 2.86 2.21 0.00 30.00 2.86 2.21 0.00 35.00 2.86 2.21 0.00 40.00 2.86 2.21 0.00 45.00 2.86 2.21 0.00 50.00 2.86 2.21 0.00 55.00 2.86 2.21 0.00 60.00 2.86 2.21 0.00 65.00 2.86 2.21 0.00 70.00 2.86 2.21 0.00 75.00 2.86 2.21 0.00 80.00 2.86 2.21 0.00 85.00 2.86 2.21 0.00 90.00 2.86 2.21 0.00 95.00 2.86 2.21 0.00 100.00 2.86 2.21 0.00 105.00 2.86 2.21 0.00 110.00 2.86 2.21 0.00 115.00 2.86 2.21 0.00 120.00 2.86 2.21 0.00 125.00 2.86 2.21 0.00 130.00 2.86 2.21 0.00 135.00 2.86 2.21 0.00 140.00 2.86 2.21 0.00 145.00 2.86 2.21 0.00 150.00 2.86 2.21 0.00 155.00 2.86 2.21 0.00 160.00 2.86 2.21 0.00 165.00 2.86 2.21 0.00 170.00 2.86 2.21 0.00 175.00 2.86 2.21 0.00 180.00 2.86 2.21 0.00 185.00 2.86 2.21 0.00 190.00 2.86 2.21 0.00 195.00 2.86 2.21 0.00 200.00 2.86 2.21 0.00 205.00 2.86 2.21 0.00 210.00 2.86 2.21 0.00 215.00 2.86 2.21 0.00 220.00 2.86 2.21 0.00 225.00 2.86 2.21 0.00 230.00 2.86 2.21 0.00 235.00 2.86 2.21 0.00 240.00 2.86 2.21 0.00 Page 271 of 423 MSE 24-hr 3 2y 24hr AT-14 Rainfall=2.86"25007 PROPOSED Printed 6/7/2026Prepared by Civil Site Group Page 12HydroCAD® 10.20-8a s/n 02202 © 2025 HydroCAD Software Solutions LLC Summary for Subcatchment PR2B: PR2B - Drains east to exist pond Runoff = 0.03 cfs @ 12.14 hrs, Volume= 0.001 af, Depth= 0.18" Routed to Reach R2 : Offsite East (Exist Pond) Runoff by SCS TR-20 method, UH=SCS, Weighted-Q, Time Span= 0.00-240.00 hrs, dt= 0.01 hrs MSE 24-hr 3 2y 24hr AT-14 Rainfall=2.86" Area (sf)CN Description 288 98 Paved parking, HSG A 3,977 39 >75% Grass cover, Good, HSG A 4,265 Weighted Average 3,977 93.25% Pervious Area 288 6.75% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 7.0 Direct Entry, Subcatchment PR2B: PR2B - Drains east to exist pond Runoff Hydrograph Time (hours) 2402302202102001901801701601501401301201101009080706050403020100 Fl o w ( c f s ) 0.03 0.028 0.026 0.024 0.022 0.02 0.018 0.016 0.014 0.012 0.01 0.008 0.006 0.004 0.002 0 MSE 24-hr 3 2y 24hr AT-14 Rainfall=2.86" Runoff Area=4,265 sf Runoff Volume=0.001 af Runoff Depth=0.18" Tc=7.0 min CN=WQ 0.03 cfs Page 272 of 423 MSE 24-hr 3 2y 24hr AT-14 Rainfall=2.86"25007 PROPOSED Printed 6/7/2026Prepared by Civil Site Group Page 13HydroCAD® 10.20-8a s/n 02202 © 2025 HydroCAD Software Solutions LLC Hydrograph for Subcatchment PR2B: PR2B - Drains east to exist pond Time (hours) Precip. (inches) Excess (inches) Runoff (cfs) 0.00 0.00 0.00 0.00 5.00 0.11 0.00 0.00 10.00 0.39 0.00 0.00 15.00 2.57 0.00 0.00 20.00 2.79 0.00 0.00 25.00 2.86 0.00 0.00 30.00 2.86 0.00 0.00 35.00 2.86 0.00 0.00 40.00 2.86 0.00 0.00 45.00 2.86 0.00 0.00 50.00 2.86 0.00 0.00 55.00 2.86 0.00 0.00 60.00 2.86 0.00 0.00 65.00 2.86 0.00 0.00 70.00 2.86 0.00 0.00 75.00 2.86 0.00 0.00 80.00 2.86 0.00 0.00 85.00 2.86 0.00 0.00 90.00 2.86 0.00 0.00 95.00 2.86 0.00 0.00 100.00 2.86 0.00 0.00 105.00 2.86 0.00 0.00 110.00 2.86 0.00 0.00 115.00 2.86 0.00 0.00 120.00 2.86 0.00 0.00 125.00 2.86 0.00 0.00 130.00 2.86 0.00 0.00 135.00 2.86 0.00 0.00 140.00 2.86 0.00 0.00 145.00 2.86 0.00 0.00 150.00 2.86 0.00 0.00 155.00 2.86 0.00 0.00 160.00 2.86 0.00 0.00 165.00 2.86 0.00 0.00 170.00 2.86 0.00 0.00 175.00 2.86 0.00 0.00 180.00 2.86 0.00 0.00 185.00 2.86 0.00 0.00 190.00 2.86 0.00 0.00 195.00 2.86 0.00 0.00 200.00 2.86 0.00 0.00 205.00 2.86 0.00 0.00 210.00 2.86 0.00 0.00 215.00 2.86 0.00 0.00 220.00 2.86 0.00 0.00 225.00 2.86 0.00 0.00 230.00 2.86 0.00 0.00 235.00 2.86 0.00 0.00 240.00 2.86 0.00 0.00 Page 273 of 423 MSE 24-hr 3 2y 24hr AT-14 Rainfall=2.86"25007 PROPOSED Printed 6/7/2026Prepared by Civil Site Group Page 14HydroCAD® 10.20-8a s/n 02202 © 2025 HydroCAD Software Solutions LLC Summary for Reach R1: Camden Ave N [40] Hint: Not Described (Outflow=Inflow) Inflow Area =0.598 ac, 87.14% Impervious, Inflow Depth = 2.29" for 2y 24hr AT-14 event Inflow = 2.12 cfs @ 12.14 hrs, Volume= 0.114 af Outflow = 2.12 cfs @ 12.14 hrs, Volume= 0.114 af, Atten= 0%, Lag= 0.0 min Routed to Reach Total : Total Site Area Routing by Stor-Ind method, Time Span= 0.00-240.00 hrs, dt= 0.01 hrs Reach R1: Camden Ave N Inflow Outflow Hydrograph Time (hours) 2402302202102001901801701601501401301201101009080706050403020100 Fl o w ( c f s ) 2 1 0 Inflow Area=0.598 ac 2.12 cfs 2.12 cfs Page 274 of 423 MSE 24-hr 3 2y 24hr AT-14 Rainfall=2.86"25007 PROPOSED Printed 6/7/2026Prepared by Civil Site Group Page 15HydroCAD® 10.20-8a s/n 02202 © 2025 HydroCAD Software Solutions LLC Hydrograph for Reach R1: Camden Ave N Time (hours) Inflow (cfs) Elevation (feet) Outflow (cfs) 0.00 0.00 0.00 5.00 0.01 0.01 10.00 0.05 0.05 15.00 0.05 0.05 20.00 0.02 0.02 25.00 0.00 0.00 30.00 0.00 0.00 35.00 0.00 0.00 40.00 0.00 0.00 45.00 0.00 0.00 50.00 0.00 0.00 55.00 0.00 0.00 60.00 0.00 0.00 65.00 0.00 0.00 70.00 0.00 0.00 75.00 0.00 0.00 80.00 0.00 0.00 85.00 0.00 0.00 90.00 0.00 0.00 95.00 0.00 0.00 100.00 0.00 0.00 105.00 0.00 0.00 110.00 0.00 0.00 115.00 0.00 0.00 120.00 0.00 0.00 125.00 0.00 0.00 130.00 0.00 0.00 135.00 0.00 0.00 140.00 0.00 0.00 145.00 0.00 0.00 150.00 0.00 0.00 155.00 0.00 0.00 160.00 0.00 0.00 165.00 0.00 0.00 170.00 0.00 0.00 175.00 0.00 0.00 180.00 0.00 0.00 185.00 0.00 0.00 190.00 0.00 0.00 195.00 0.00 0.00 200.00 0.00 0.00 205.00 0.00 0.00 210.00 0.00 0.00 215.00 0.00 0.00 220.00 0.00 0.00 225.00 0.00 0.00 230.00 0.00 0.00 235.00 0.00 0.00 240.00 0.00 0.00 Page 275 of 423 MSE 24-hr 3 2y 24hr AT-14 Rainfall=2.86"25007 PROPOSED Printed 6/7/2026Prepared by Civil Site Group Page 16HydroCAD® 10.20-8a s/n 02202 © 2025 HydroCAD Software Solutions LLC Summary for Reach R2: Offsite East (Exist Pond) [40] Hint: Not Described (Outflow=Inflow) Inflow Area =1.020 ac, 84.57% Impervious, Inflow Depth = 1.18" for 2y 24hr AT-14 event Inflow = 3.06 cfs @ 12.17 hrs, Volume= 0.100 af Outflow = 3.06 cfs @ 12.17 hrs, Volume= 0.100 af, Atten= 0%, Lag= 0.0 min Routed to Reach Total : Total Site Area Routing by Stor-Ind method, Time Span= 0.00-240.00 hrs, dt= 0.01 hrs Reach R2: Offsite East (Exist Pond) Inflow Outflow Hydrograph Time (hours) 2402302202102001901801701601501401301201101009080706050403020100 Fl o w ( c f s ) 3 2 1 0 Inflow Area=1.020 ac 3.06 cfs 3.06 cfs Page 276 of 423 MSE 24-hr 3 2y 24hr AT-14 Rainfall=2.86"25007 PROPOSED Printed 6/7/2026Prepared by Civil Site Group Page 17HydroCAD® 10.20-8a s/n 02202 © 2025 HydroCAD Software Solutions LLC Hydrograph for Reach R2: Offsite East (Exist Pond) Time (hours) Inflow (cfs) Elevation (feet) Outflow (cfs) 0.00 0.00 0.00 5.00 0.00 0.00 10.00 0.00 0.00 15.00 0.06 0.06 20.00 0.01 0.01 25.00 0.00 0.00 30.00 0.00 0.00 35.00 0.00 0.00 40.00 0.00 0.00 45.00 0.00 0.00 50.00 0.00 0.00 55.00 0.00 0.00 60.00 0.00 0.00 65.00 0.00 0.00 70.00 0.00 0.00 75.00 0.00 0.00 80.00 0.00 0.00 85.00 0.00 0.00 90.00 0.00 0.00 95.00 0.00 0.00 100.00 0.00 0.00 105.00 0.00 0.00 110.00 0.00 0.00 115.00 0.00 0.00 120.00 0.00 0.00 125.00 0.00 0.00 130.00 0.00 0.00 135.00 0.00 0.00 140.00 0.00 0.00 145.00 0.00 0.00 150.00 0.00 0.00 155.00 0.00 0.00 160.00 0.00 0.00 165.00 0.00 0.00 170.00 0.00 0.00 175.00 0.00 0.00 180.00 0.00 0.00 185.00 0.00 0.00 190.00 0.00 0.00 195.00 0.00 0.00 200.00 0.00 0.00 205.00 0.00 0.00 210.00 0.00 0.00 215.00 0.00 0.00 220.00 0.00 0.00 225.00 0.00 0.00 230.00 0.00 0.00 235.00 0.00 0.00 240.00 0.00 0.00 Page 277 of 423 MSE 24-hr 3 2y 24hr AT-14 Rainfall=2.86"25007 PROPOSED Printed 6/7/2026Prepared by Civil Site Group Page 18HydroCAD® 10.20-8a s/n 02202 © 2025 HydroCAD Software Solutions LLC Summary for Reach Total: Total Site Area [40] Hint: Not Described (Outflow=Inflow) Inflow Area =1.618 ac, 85.52% Impervious, Inflow Depth = 1.59" for 2y 24hr AT-14 event Inflow = 5.01 cfs @ 12.16 hrs, Volume= 0.215 af Outflow = 5.01 cfs @ 12.16 hrs, Volume= 0.215 af, Atten= 0%, Lag= 0.0 min Routing by Stor-Ind method, Time Span= 0.00-240.00 hrs, dt= 0.01 hrs Reach Total: Total Site Area Inflow Outflow Hydrograph Time (hours) 2402302202102001901801701601501401301201101009080706050403020100 Fl o w ( c f s ) 5 4 3 2 1 0 Inflow Area=1.618 ac 5.01 cfs 5.01 cfs Page 278 of 423 MSE 24-hr 3 2y 24hr AT-14 Rainfall=2.86"25007 PROPOSED Printed 6/7/2026Prepared by Civil Site Group Page 19HydroCAD® 10.20-8a s/n 02202 © 2025 HydroCAD Software Solutions LLC Hydrograph for Reach Total: Total Site Area Time (hours) Inflow (cfs) Elevation (feet) Outflow (cfs) 0.00 0.00 0.00 5.00 0.01 0.01 10.00 0.05 0.05 15.00 0.11 0.11 20.00 0.02 0.02 25.00 0.00 0.00 30.00 0.00 0.00 35.00 0.00 0.00 40.00 0.00 0.00 45.00 0.00 0.00 50.00 0.00 0.00 55.00 0.00 0.00 60.00 0.00 0.00 65.00 0.00 0.00 70.00 0.00 0.00 75.00 0.00 0.00 80.00 0.00 0.00 85.00 0.00 0.00 90.00 0.00 0.00 95.00 0.00 0.00 100.00 0.00 0.00 105.00 0.00 0.00 110.00 0.00 0.00 115.00 0.00 0.00 120.00 0.00 0.00 125.00 0.00 0.00 130.00 0.00 0.00 135.00 0.00 0.00 140.00 0.00 0.00 145.00 0.00 0.00 150.00 0.00 0.00 155.00 0.00 0.00 160.00 0.00 0.00 165.00 0.00 0.00 170.00 0.00 0.00 175.00 0.00 0.00 180.00 0.00 0.00 185.00 0.00 0.00 190.00 0.00 0.00 195.00 0.00 0.00 200.00 0.00 0.00 205.00 0.00 0.00 210.00 0.00 0.00 215.00 0.00 0.00 220.00 0.00 0.00 225.00 0.00 0.00 230.00 0.00 0.00 235.00 0.00 0.00 240.00 0.00 0.00 Page 279 of 423 MSE 24-hr 3 2y 24hr AT-14 Rainfall=2.86"25007 PROPOSED Printed 6/7/2026Prepared by Civil Site Group Page 20HydroCAD® 10.20-8a s/n 02202 © 2025 HydroCAD Software Solutions LLC Summary for Pond 1P: Basin 1P - Und. Infiltration Sys. [92] Warning: Device #2 is above defined storage Inflow Area =0.922 ac, 92.84% Impervious, Inflow Depth = 2.44" for 2y 24hr AT-14 event Inflow = 3.48 cfs @ 12.14 hrs, Volume= 0.188 af Outflow = 3.06 cfs @ 12.17 hrs, Volume= 0.188 af, Atten= 12%, Lag= 2.1 min Discarded = 0.02 cfs @ 6.74 hrs, Volume= 0.088 af Primary = 3.03 cfs @ 12.17 hrs, Volume= 0.099 af Routed to Reach R2 : Offsite East (Exist Pond) Secondary = 0.00 cfs @ 0.00 hrs, Volume= 0.000 af Routed to Reach R2 : Offsite East (Exist Pond) Routing by Stor-Ind method, Time Span= 0.00-240.00 hrs, dt= 0.01 hrs Peak Elev= 828.62' @ 12.17 hrs Surf.Area= 1,146 sf Storage= 3,093 cf Plug-Flow detention time= 515.5 min calculated for 0.188 af (100% of inflow) Center-of-Mass det. time= 515.6 min ( 1,270.3 - 754.7 ) Volume Invert Avail.Storage Storage Description #1A 824.65'665 cf 12.50'W x 59.00'L x 5.50'H Field A 4,056 cf Overall - 2,394 cf Embedded = 1,662 cf x 40.0% Voids #2A 825.15' 2,303 cf StormTank 25 Series 48" x 133 Inside #1 Inside= 18.0"W x 48.0"H => 5.77 sf x 3.00'L = 17.3 cf Outside= 18.0"W x 48.0"H => 6.00 sf x 3.00'L = 18.0 cf 133 Chambers in 7 Rows #3B 824.65'301 cf 9.50'W x 43.00'L x 3.00'H Field B 1,226 cf Overall - 473 cf Embedded = 753 cf x 40.0% Voids #4B 825.15'451 cf StormTank 25 Series 18" x 70 Inside #3 Inside= 18.0"W x 18.0"H => 2.15 sf x 3.00'L = 6.4 cf Outside= 18.0"W x 18.0"H => 2.25 sf x 3.00'L = 6.8 cf 70 Chambers in 5 Rows 3,719 cf Total Available Storage Storage Group A created with Chamber Wizard Storage Group B created with Chamber Wizard Device Routing Invert Outlet Devices #1 Discarded 824.65'0.800 in/hr Exfiltration over Surface area #2 Secondary 832.25'5.0' long x 4.0' breadth EOF over curb Head (feet) 0.20 0.40 0.60 0.80 1.00 1.20 1.40 1.60 1.80 2.00 2.50 3.00 3.50 4.00 4.50 5.00 5.50 Coef. (English) 2.38 2.54 2.69 2.68 2.67 2.67 2.65 2.66 2.66 2.68 2.72 2.73 2.76 2.79 2.88 3.07 3.32 #3 Primary 827.65'18.0" Round 18'' Outlet Pipe L= 5.0' RCP, square edge headwall, Ke= 0.500 Inlet / Outlet Invert= 827.65' / 827.59' S= 0.0120 '/' Cc= 0.900 n= 0.010 PVC, smooth interior, Flow Area= 1.77 sf Page 280 of 423 MSE 24-hr 3 2y 24hr AT-14 Rainfall=2.86"25007 PROPOSED Printed 6/7/2026Prepared by Civil Site Group Page 21HydroCAD® 10.20-8a s/n 02202 © 2025 HydroCAD Software Solutions LLC Discarded OutFlow Max=0.02 cfs @ 6.74 hrs HW=824.73' (Free Discharge) 1=Exfiltration (Exfiltration Controls 0.02 cfs) Primary OutFlow Max=3.02 cfs @ 12.17 hrs HW=828.62' (Free Discharge) 3=18'' Outlet Pipe (Barrel Controls 3.02 cfs @ 3.54 fps) Secondary OutFlow Max=0.00 cfs @ 0.00 hrs HW=824.65' (Free Discharge) 2=EOF over curb ( Controls 0.00 cfs) Page 281 of 423 MSE 24-hr 3 2y 24hr AT-14 Rainfall=2.86"25007 PROPOSED Printed 6/7/2026Prepared by Civil Site Group Page 22HydroCAD® 10.20-8a s/n 02202 © 2025 HydroCAD Software Solutions LLC Pond 1P: Basin 1P - Und. Infiltration Sys. - Chamber Wizard Field A Chamber Model = StormTank 25 Series 48" (StormTank Module 25 Series) Inside= 18.0"W x 48.0"H => 5.77 sf x 3.00'L = 17.3 cf Outside= 18.0"W x 48.0"H => 6.00 sf x 3.00'L = 18.0 cf 19 Chambers/Row x 3.00' Long = 57.00' Row Length +12.0" End Stone x 2 = 59.00' Base Length 7 Rows x 18.0" Wide + 12.0" Side Stone x 2 = 12.50' Base Width 6.0" Stone Base + 48.0" Chamber Height + 12.0" Stone Cover = 5.50' Field Height 133 Chambers x 17.3 cf = 2,302.5 cf Chamber Storage 133 Chambers x 18.0 cf = 2,394.0 cf Displacement 4,056.3 cf Field - 2,394.0 cf Chambers = 1,662.3 cf Stone x 40.0% Voids = 664.9 cf Stone Storage Chamber Storage + Stone Storage = 2,967.4 cf = 0.068 af Overall Storage Efficiency = 73.2% Overall System Size = 59.00' x 12.50' x 5.50' 133 Chambers 150.2 cy Field 61.6 cy Stone Page 282 of 423 MSE 24-hr 3 2y 24hr AT-14 Rainfall=2.86"25007 PROPOSED Printed 6/7/2026Prepared by Civil Site Group Page 23HydroCAD® 10.20-8a s/n 02202 © 2025 HydroCAD Software Solutions LLC Pond 1P: Basin 1P - Und. Infiltration Sys. - Chamber Wizard Field B Chamber Model = StormTank 25 Series 18" (StormTank Module 25 Series) Inside= 18.0"W x 18.0"H => 2.15 sf x 3.00'L = 6.4 cf Outside= 18.0"W x 18.0"H => 2.25 sf x 3.00'L = 6.8 cf 14 Chambers/Row x 3.00' Long = 42.00' Row Length +6.0" End Stone x 2 = 43.00' Base Length 5 Rows x 18.0" Wide + 12.0" Side Stone x 2 = 9.50' Base Width 6.0" Stone Base + 18.0" Chamber Height + 12.0" Stone Cover = 3.00' Field Height 70 Chambers x 6.4 cf = 450.5 cf Chamber Storage 70 Chambers x 6.8 cf = 472.5 cf Displacement 1,225.5 cf Field - 472.5 cf Chambers = 753.0 cf Stone x 40.0% Voids = 301.2 cf Stone Storage Chamber Storage + Stone Storage = 751.7 cf = 0.017 af Overall Storage Efficiency = 61.3% Overall System Size = 43.00' x 9.50' x 3.00' 70 Chambers 45.4 cy Field 27.9 cy Stone Page 283 of 423 MSE 24-hr 3 2y 24hr AT-14 Rainfall=2.86"25007 PROPOSED Printed 6/7/2026Prepared by Civil Site Group Page 24HydroCAD® 10.20-8a s/n 02202 © 2025 HydroCAD Software Solutions LLC Pond 1P: Basin 1P - Und. Infiltration Sys. Inflow Outflow Discarded Primary Secondary Hydrograph Time (hours) 2402302202102001901801701601501401301201101009080706050403020100 Fl o w ( c f s ) 3 2 1 0 Inflow Area=0.922 ac Peak Elev=828.62' Storage=3,093 cf 3.48 cfs 3.06 cfs 0.02 cfs 3.03 cfs 0.00 cfs Pond 1P: Basin 1P - Und. Infiltration Sys. Surface Storage Stage-Area-Storage Storage (cubic-feet) 3,5003,0002,5002,0001,5001,0005000 Surface/Horizontal/Wetted Area (sq-ft) 1,1001,0009008007006005004003002001000 El e v a t i o n ( f e e t ) 832 831 830 829 828 827 826 825 Field A + Field B StormTank 25 Series 48" + StormTank 25 Series 18" Page 284 of 423 MSE 24-hr 3 2y 24hr AT-14 Rainfall=2.86"25007 PROPOSED Printed 6/7/2026Prepared by Civil Site Group Page 25HydroCAD® 10.20-8a s/n 02202 © 2025 HydroCAD Software Solutions LLC Hydrograph for Pond 1P: Basin 1P - Und. Infiltration Sys. Time (hours) Inflow (cfs) Storage (cubic-feet) Elevation (feet) Outflow (cfs) Discarded (cfs) Primary (cfs) Secondary (cfs) 0.00 0.00 0 824.65 0.00 0.00 0.00 0.00 5.00 0.01 16 824.68 0.01 0.01 0.00 0.00 10.00 0.08 288 825.21 0.02 0.02 0.00 0.00 15.00 0.08 2,546 827.76 0.08 0.02 0.06 0.00 20.00 0.03 2,499 827.68 0.03 0.02 0.01 0.00 25.00 0.00 2,332 827.47 0.02 0.02 0.00 0.00 30.00 0.00 1,950 826.99 0.02 0.02 0.00 0.00 35.00 0.00 1,568 826.53 0.02 0.02 0.00 0.00 40.00 0.00 1,186 826.14 0.02 0.02 0.00 0.00 45.00 0.00 804 825.74 0.02 0.02 0.00 0.00 50.00 0.00 422 825.35 0.02 0.02 0.00 0.00 55.00 0.00 40 824.74 0.02 0.02 0.00 0.00 60.00 0.00 0 824.65 0.00 0.00 0.00 0.00 65.00 0.00 0 824.65 0.00 0.00 0.00 0.00 70.00 0.00 0 824.65 0.00 0.00 0.00 0.00 75.00 0.00 0 824.65 0.00 0.00 0.00 0.00 80.00 0.00 0 824.65 0.00 0.00 0.00 0.00 85.00 0.00 0 824.65 0.00 0.00 0.00 0.00 90.00 0.00 0 824.65 0.00 0.00 0.00 0.00 95.00 0.00 0 824.65 0.00 0.00 0.00 0.00 100.00 0.00 0 824.65 0.00 0.00 0.00 0.00 105.00 0.00 0 824.65 0.00 0.00 0.00 0.00 110.00 0.00 0 824.65 0.00 0.00 0.00 0.00 115.00 0.00 0 824.65 0.00 0.00 0.00 0.00 120.00 0.00 0 824.65 0.00 0.00 0.00 0.00 125.00 0.00 0 824.65 0.00 0.00 0.00 0.00 130.00 0.00 0 824.65 0.00 0.00 0.00 0.00 135.00 0.00 0 824.65 0.00 0.00 0.00 0.00 140.00 0.00 0 824.65 0.00 0.00 0.00 0.00 145.00 0.00 0 824.65 0.00 0.00 0.00 0.00 150.00 0.00 0 824.65 0.00 0.00 0.00 0.00 155.00 0.00 0 824.65 0.00 0.00 0.00 0.00 160.00 0.00 0 824.65 0.00 0.00 0.00 0.00 165.00 0.00 0 824.65 0.00 0.00 0.00 0.00 170.00 0.00 0 824.65 0.00 0.00 0.00 0.00 175.00 0.00 0 824.65 0.00 0.00 0.00 0.00 180.00 0.00 0 824.65 0.00 0.00 0.00 0.00 185.00 0.00 0 824.65 0.00 0.00 0.00 0.00 190.00 0.00 0 824.65 0.00 0.00 0.00 0.00 195.00 0.00 0 824.65 0.00 0.00 0.00 0.00 200.00 0.00 0 824.65 0.00 0.00 0.00 0.00 205.00 0.00 0 824.65 0.00 0.00 0.00 0.00 210.00 0.00 0 824.65 0.00 0.00 0.00 0.00 215.00 0.00 0 824.65 0.00 0.00 0.00 0.00 220.00 0.00 0 824.65 0.00 0.00 0.00 0.00 225.00 0.00 0 824.65 0.00 0.00 0.00 0.00 230.00 0.00 0 824.65 0.00 0.00 0.00 0.00 235.00 0.00 0 824.65 0.00 0.00 0.00 0.00 240.00 0.00 0 824.65 0.00 0.00 0.00 0.00 Page 285 of 423 MSE 24-hr 3 2y 24hr AT-14 Rainfall=2.86"25007 PROPOSED Printed 6/7/2026Prepared by Civil Site Group Page 26HydroCAD® 10.20-8a s/n 02202 © 2025 HydroCAD Software Solutions LLC Stage-Area-Storage for Pond 1P: Basin 1P - Und. Infiltration Sys. Elevation (feet) Surface (sq-ft) Storage (cubic-feet) 824.65 1,146 0 824.75 1,146 46 824.85 1,146 92 824.95 1,146 138 825.05 1,146 183 825.15 1,146 229 825.25 1,146 326 825.35 1,146 423 825.45 1,146 520 825.55 1,146 617 825.65 1,146 714 825.75 1,146 811 825.85 1,146 907 825.95 1,146 1,004 826.05 1,146 1,101 826.15 1,146 1,198 826.25 1,146 1,295 826.35 1,146 1,392 826.45 1,146 1,489 826.55 1,146 1,586 826.65 1,146 1,683 826.75 1,146 1,762 826.85 1,146 1,842 826.95 1,146 1,921 827.05 1,146 2,001 827.15 1,146 2,080 827.25 1,146 2,159 827.35 1,146 2,239 827.45 1,146 2,318 827.55 1,146 2,398 827.65 1,146 2,477 827.75 1,146 2,540 827.85 1,146 2,604 827.95 1,146 2,667 828.05 1,146 2,730 828.15 1,146 2,793 828.25 1,146 2,856 828.35 1,146 2,919 828.45 1,146 2,982 828.55 1,146 3,045 828.65 1,146 3,109 828.75 1,146 3,172 828.85 1,146 3,235 828.95 1,146 3,298 829.05 1,146 3,361 829.15 1,146 3,424 829.25 1,146 3,454 829.35 1,146 3,483 829.45 1,146 3,513 829.55 1,146 3,542 829.65 1,146 3,572 829.75 1,146 3,601 Elevation (feet) Surface (sq-ft) Storage (cubic-feet) 829.85 1,146 3,631 829.95 1,146 3,660 830.05 1,146 3,690 830.15 1,146 3,719 830.25 1,146 3,719 830.35 1,146 3,719 830.45 1,146 3,719 830.55 1,146 3,719 830.65 1,146 3,719 830.75 1,146 3,719 830.85 1,146 3,719 830.95 1,146 3,719 831.05 1,146 3,719 831.15 1,146 3,719 831.25 1,146 3,719 831.35 1,146 3,719 831.45 1,146 3,719 831.55 1,146 3,719 831.65 1,146 3,719 831.75 1,146 3,719 831.85 1,146 3,719 831.95 1,146 3,719 832.05 1,146 3,719 832.15 1,146 3,719 832.25 1,146 3,719 Page 286 of 423 MSE 24-hr 3 10y 24hr AT-14 Rainfall=4.27"25007 PROPOSED Printed 6/7/2026Prepared by Civil Site Group Page 27HydroCAD® 10.20-8a s/n 02202 © 2025 HydroCAD Software Solutions LLC Time span=0.00-240.00 hrs, dt=0.01 hrs, 24001 points Runoff by SCS TR-20 method, UH=SCS, Weighted-Q Reach routing by Stor-Ind method - Pond routing by Stor-Ind method Runoff Area=26,040 sf 87.14% Impervious Runoff Depth=3.53"Subcatchment PR1: PR1 - Drains west to Tc=7.0 min CN=WQ Runoff=3.18 cfs 0.176 af Runoff Area=40,161 sf 92.84% Impervious Runoff Depth=3.75"Subcatchment PR2A: PR2A - Drains to Tc=7.0 min CN=WQ Runoff=5.23 cfs 0.288 af Runoff Area=4,265 sf 6.75% Impervious Runoff Depth=0.34"Subcatchment PR2B: PR2B - Drains east to Tc=7.0 min CN=WQ Runoff=0.04 cfs 0.003 af Inflow=3.18 cfs 0.176 afReach R1: Camden Ave N Outflow=3.18 cfs 0.176 af Inflow=4.94 cfs 0.199 afReach R2: Offsite East (Exist Pond) Outflow=4.94 cfs 0.199 af Inflow=8.02 cfs 0.375 afReach Total: Total Site Area Outflow=8.02 cfs 0.375 af Peak Elev=828.96' Storage=3,301 cf Inflow=5.23 cfs 0.288 afPond 1P: Basin 1P - Und. Infiltration Sys. Discarded=0.02 cfs 0.092 af Primary=4.90 cfs 0.196 af Secondary=0.00 cfs 0.000 af Outflow=4.93 cfs 0.288 af Total Runoff Area = 1.618 ac Runoff Volume = 0.467 af Average Runoff Depth = 3.46" 14.48% Pervious = 0.234 ac 85.52% Impervious = 1.383 ac Page 287 of 423 MSE 24-hr 3 10y 24hr AT-14 Rainfall=4.27"25007 PROPOSED Printed 6/7/2026Prepared by Civil Site Group Page 28HydroCAD® 10.20-8a s/n 02202 © 2025 HydroCAD Software Solutions LLC Summary for Subcatchment PR1: PR1 - Drains west to Camden Ave N Runoff = 3.18 cfs @ 12.14 hrs, Volume= 0.176 af, Depth= 3.53" Routed to Reach R1 : Camden Ave N Runoff by SCS TR-20 method, UH=SCS, Weighted-Q, Time Span= 0.00-240.00 hrs, dt= 0.01 hrs MSE 24-hr 3 10y 24hr AT-14 Rainfall=4.27" Area (sf)CN Description 22,691 98 Paved parking, HSG A 3,349 39 >75% Grass cover, Good, HSG A 26,040 Weighted Average 3,349 12.86% Pervious Area 22,691 87.14% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 7.0 Direct Entry, Subcatchment PR1: PR1 - Drains west to Camden Ave N Runoff Hydrograph Time (hours) 2402302202102001901801701601501401301201101009080706050403020100 Fl o w ( c f s ) 3 2 1 0 MSE 24-hr 3 10y 24hr AT-14 Rainfall=4.27" Runoff Area=26,040 sf Runoff Volume=0.176 af Runoff Depth=3.53" Tc=7.0 min CN=WQ 3.18 cfs Page 288 of 423 MSE 24-hr 3 10y 24hr AT-14 Rainfall=4.27"25007 PROPOSED Printed 6/7/2026Prepared by Civil Site Group Page 29HydroCAD® 10.20-8a s/n 02202 © 2025 HydroCAD Software Solutions LLC Hydrograph for Subcatchment PR1: PR1 - Drains west to Camden Ave N Time (hours) Precip. (inches) Excess (inches) Runoff (cfs) 0.00 0.00 0.00 0.00 5.00 0.16 0.00 0.02 10.00 0.59 0.09 0.07 15.00 3.83 2.76 0.07 20.00 4.16 3.07 0.02 25.00 4.27 3.18 0.00 30.00 4.27 3.18 0.00 35.00 4.27 3.18 0.00 40.00 4.27 3.18 0.00 45.00 4.27 3.18 0.00 50.00 4.27 3.18 0.00 55.00 4.27 3.18 0.00 60.00 4.27 3.18 0.00 65.00 4.27 3.18 0.00 70.00 4.27 3.18 0.00 75.00 4.27 3.18 0.00 80.00 4.27 3.18 0.00 85.00 4.27 3.18 0.00 90.00 4.27 3.18 0.00 95.00 4.27 3.18 0.00 100.00 4.27 3.18 0.00 105.00 4.27 3.18 0.00 110.00 4.27 3.18 0.00 115.00 4.27 3.18 0.00 120.00 4.27 3.18 0.00 125.00 4.27 3.18 0.00 130.00 4.27 3.18 0.00 135.00 4.27 3.18 0.00 140.00 4.27 3.18 0.00 145.00 4.27 3.18 0.00 150.00 4.27 3.18 0.00 155.00 4.27 3.18 0.00 160.00 4.27 3.18 0.00 165.00 4.27 3.18 0.00 170.00 4.27 3.18 0.00 175.00 4.27 3.18 0.00 180.00 4.27 3.18 0.00 185.00 4.27 3.18 0.00 190.00 4.27 3.18 0.00 195.00 4.27 3.18 0.00 200.00 4.27 3.18 0.00 205.00 4.27 3.18 0.00 210.00 4.27 3.18 0.00 215.00 4.27 3.18 0.00 220.00 4.27 3.18 0.00 225.00 4.27 3.18 0.00 230.00 4.27 3.18 0.00 235.00 4.27 3.18 0.00 240.00 4.27 3.18 0.00 Page 289 of 423 MSE 24-hr 3 10y 24hr AT-14 Rainfall=4.27"25007 PROPOSED Printed 6/7/2026Prepared by Civil Site Group Page 30HydroCAD® 10.20-8a s/n 02202 © 2025 HydroCAD Software Solutions LLC Summary for Subcatchment PR2A: PR2A - Drains to Und. Sys. then east to exist pond Runoff = 5.23 cfs @ 12.14 hrs, Volume= 0.288 af, Depth= 3.75" Routed to Pond 1P : Basin 1P - Und. Infiltration Sys. Runoff by SCS TR-20 method, UH=SCS, Weighted-Q, Time Span= 0.00-240.00 hrs, dt= 0.01 hrs MSE 24-hr 3 10y 24hr AT-14 Rainfall=4.27" Area (sf)CN Description 37,284 98 Paved parking, HSG A 2,877 39 >75% Grass cover, Good, HSG A 40,161 Weighted Average 2,877 7.16% Pervious Area 37,284 92.84% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 7.0 Direct Entry, Subcatchment PR2A: PR2A - Drains to Und. Sys. then east to exist pond Runoff Hydrograph Time (hours) 2402302202102001901801701601501401301201101009080706050403020100 Fl o w ( c f s ) 5 4 3 2 1 0 MSE 24-hr 3 10y 24hr AT-14 Rainfall=4.27" Runoff Area=40,161 sf Runoff Volume=0.288 af Runoff Depth=3.75" Tc=7.0 min CN=WQ 5.23 cfs Page 290 of 423 MSE 24-hr 3 10y 24hr AT-14 Rainfall=4.27"25007 PROPOSED Printed 6/7/2026Prepared by Civil Site Group Page 31HydroCAD® 10.20-8a s/n 02202 © 2025 HydroCAD Software Solutions LLC Hydrograph for Subcatchment PR2A: PR2A - Drains to Und. Sys. then east to exist pond Time (hours) Precip. (inches) Excess (inches) Runoff (cfs) 0.00 0.00 0.00 0.00 5.00 0.16 0.00 0.03 10.00 0.59 0.19 0.12 15.00 3.83 3.16 0.12 20.00 4.16 3.48 0.04 25.00 4.27 3.59 0.00 30.00 4.27 3.59 0.00 35.00 4.27 3.59 0.00 40.00 4.27 3.59 0.00 45.00 4.27 3.59 0.00 50.00 4.27 3.59 0.00 55.00 4.27 3.59 0.00 60.00 4.27 3.59 0.00 65.00 4.27 3.59 0.00 70.00 4.27 3.59 0.00 75.00 4.27 3.59 0.00 80.00 4.27 3.59 0.00 85.00 4.27 3.59 0.00 90.00 4.27 3.59 0.00 95.00 4.27 3.59 0.00 100.00 4.27 3.59 0.00 105.00 4.27 3.59 0.00 110.00 4.27 3.59 0.00 115.00 4.27 3.59 0.00 120.00 4.27 3.59 0.00 125.00 4.27 3.59 0.00 130.00 4.27 3.59 0.00 135.00 4.27 3.59 0.00 140.00 4.27 3.59 0.00 145.00 4.27 3.59 0.00 150.00 4.27 3.59 0.00 155.00 4.27 3.59 0.00 160.00 4.27 3.59 0.00 165.00 4.27 3.59 0.00 170.00 4.27 3.59 0.00 175.00 4.27 3.59 0.00 180.00 4.27 3.59 0.00 185.00 4.27 3.59 0.00 190.00 4.27 3.59 0.00 195.00 4.27 3.59 0.00 200.00 4.27 3.59 0.00 205.00 4.27 3.59 0.00 210.00 4.27 3.59 0.00 215.00 4.27 3.59 0.00 220.00 4.27 3.59 0.00 225.00 4.27 3.59 0.00 230.00 4.27 3.59 0.00 235.00 4.27 3.59 0.00 240.00 4.27 3.59 0.00 Page 291 of 423 MSE 24-hr 3 10y 24hr AT-14 Rainfall=4.27"25007 PROPOSED Printed 6/7/2026Prepared by Civil Site Group Page 32HydroCAD® 10.20-8a s/n 02202 © 2025 HydroCAD Software Solutions LLC Summary for Subcatchment PR2B: PR2B - Drains east to exist pond Runoff = 0.04 cfs @ 12.14 hrs, Volume= 0.003 af, Depth= 0.34" Routed to Reach R2 : Offsite East (Exist Pond) Runoff by SCS TR-20 method, UH=SCS, Weighted-Q, Time Span= 0.00-240.00 hrs, dt= 0.01 hrs MSE 24-hr 3 10y 24hr AT-14 Rainfall=4.27" Area (sf)CN Description 288 98 Paved parking, HSG A 3,977 39 >75% Grass cover, Good, HSG A 4,265 Weighted Average 3,977 93.25% Pervious Area 288 6.75% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 7.0 Direct Entry, Subcatchment PR2B: PR2B - Drains east to exist pond Runoff Hydrograph Time (hours) 2402302202102001901801701601501401301201101009080706050403020100 Fl o w ( c f s ) 0.044 0.042 0.04 0.038 0.036 0.034 0.032 0.03 0.028 0.026 0.024 0.022 0.02 0.018 0.016 0.014 0.012 0.01 0.008 0.006 0.004 0.002 0 MSE 24-hr 3 10y 24hr AT-14 Rainfall=4.27" Runoff Area=4,265 sf Runoff Volume=0.003 af Runoff Depth=0.34" Tc=7.0 min CN=WQ 0.04 cfs Page 292 of 423 MSE 24-hr 3 10y 24hr AT-14 Rainfall=4.27"25007 PROPOSED Printed 6/7/2026Prepared by Civil Site Group Page 33HydroCAD® 10.20-8a s/n 02202 © 2025 HydroCAD Software Solutions LLC Hydrograph for Subcatchment PR2B: PR2B - Drains east to exist pond Time (hours) Precip. (inches) Excess (inches) Runoff (cfs) 0.00 0.00 0.00 0.00 5.00 0.16 0.00 0.00 10.00 0.59 0.00 0.00 15.00 3.83 0.10 0.00 20.00 4.16 0.15 0.00 25.00 4.27 0.18 0.00 30.00 4.27 0.18 0.00 35.00 4.27 0.18 0.00 40.00 4.27 0.18 0.00 45.00 4.27 0.18 0.00 50.00 4.27 0.18 0.00 55.00 4.27 0.18 0.00 60.00 4.27 0.18 0.00 65.00 4.27 0.18 0.00 70.00 4.27 0.18 0.00 75.00 4.27 0.18 0.00 80.00 4.27 0.18 0.00 85.00 4.27 0.18 0.00 90.00 4.27 0.18 0.00 95.00 4.27 0.18 0.00 100.00 4.27 0.18 0.00 105.00 4.27 0.18 0.00 110.00 4.27 0.18 0.00 115.00 4.27 0.18 0.00 120.00 4.27 0.18 0.00 125.00 4.27 0.18 0.00 130.00 4.27 0.18 0.00 135.00 4.27 0.18 0.00 140.00 4.27 0.18 0.00 145.00 4.27 0.18 0.00 150.00 4.27 0.18 0.00 155.00 4.27 0.18 0.00 160.00 4.27 0.18 0.00 165.00 4.27 0.18 0.00 170.00 4.27 0.18 0.00 175.00 4.27 0.18 0.00 180.00 4.27 0.18 0.00 185.00 4.27 0.18 0.00 190.00 4.27 0.18 0.00 195.00 4.27 0.18 0.00 200.00 4.27 0.18 0.00 205.00 4.27 0.18 0.00 210.00 4.27 0.18 0.00 215.00 4.27 0.18 0.00 220.00 4.27 0.18 0.00 225.00 4.27 0.18 0.00 230.00 4.27 0.18 0.00 235.00 4.27 0.18 0.00 240.00 4.27 0.18 0.00 Page 293 of 423 MSE 24-hr 3 10y 24hr AT-14 Rainfall=4.27"25007 PROPOSED Printed 6/7/2026Prepared by Civil Site Group Page 34HydroCAD® 10.20-8a s/n 02202 © 2025 HydroCAD Software Solutions LLC Summary for Reach R1: Camden Ave N [40] Hint: Not Described (Outflow=Inflow) Inflow Area =0.598 ac, 87.14% Impervious, Inflow Depth = 3.53" for 10y 24hr AT-14 event Inflow = 3.18 cfs @ 12.14 hrs, Volume= 0.176 af Outflow = 3.18 cfs @ 12.14 hrs, Volume= 0.176 af, Atten= 0%, Lag= 0.0 min Routed to Reach Total : Total Site Area Routing by Stor-Ind method, Time Span= 0.00-240.00 hrs, dt= 0.01 hrs Reach R1: Camden Ave N Inflow Outflow Hydrograph Time (hours) 2402302202102001901801701601501401301201101009080706050403020100 Fl o w ( c f s ) 3 2 1 0 Inflow Area=0.598 ac 3.18 cfs 3.18 cfs Page 294 of 423 MSE 24-hr 3 10y 24hr AT-14 Rainfall=4.27"25007 PROPOSED Printed 6/7/2026Prepared by Civil Site Group Page 35HydroCAD® 10.20-8a s/n 02202 © 2025 HydroCAD Software Solutions LLC Hydrograph for Reach R1: Camden Ave N Time (hours) Inflow (cfs) Elevation (feet) Outflow (cfs) 0.00 0.00 0.00 5.00 0.02 0.02 10.00 0.07 0.07 15.00 0.07 0.07 20.00 0.02 0.02 25.00 0.00 0.00 30.00 0.00 0.00 35.00 0.00 0.00 40.00 0.00 0.00 45.00 0.00 0.00 50.00 0.00 0.00 55.00 0.00 0.00 60.00 0.00 0.00 65.00 0.00 0.00 70.00 0.00 0.00 75.00 0.00 0.00 80.00 0.00 0.00 85.00 0.00 0.00 90.00 0.00 0.00 95.00 0.00 0.00 100.00 0.00 0.00 105.00 0.00 0.00 110.00 0.00 0.00 115.00 0.00 0.00 120.00 0.00 0.00 125.00 0.00 0.00 130.00 0.00 0.00 135.00 0.00 0.00 140.00 0.00 0.00 145.00 0.00 0.00 150.00 0.00 0.00 155.00 0.00 0.00 160.00 0.00 0.00 165.00 0.00 0.00 170.00 0.00 0.00 175.00 0.00 0.00 180.00 0.00 0.00 185.00 0.00 0.00 190.00 0.00 0.00 195.00 0.00 0.00 200.00 0.00 0.00 205.00 0.00 0.00 210.00 0.00 0.00 215.00 0.00 0.00 220.00 0.00 0.00 225.00 0.00 0.00 230.00 0.00 0.00 235.00 0.00 0.00 240.00 0.00 0.00 Page 295 of 423 MSE 24-hr 3 10y 24hr AT-14 Rainfall=4.27"25007 PROPOSED Printed 6/7/2026Prepared by Civil Site Group Page 36HydroCAD® 10.20-8a s/n 02202 © 2025 HydroCAD Software Solutions LLC Summary for Reach R2: Offsite East (Exist Pond) [40] Hint: Not Described (Outflow=Inflow) Inflow Area =1.020 ac, 84.57% Impervious, Inflow Depth = 2.34" for 10y 24hr AT-14 event Inflow = 4.94 cfs @ 12.16 hrs, Volume= 0.199 af Outflow = 4.94 cfs @ 12.16 hrs, Volume= 0.199 af, Atten= 0%, Lag= 0.0 min Routed to Reach Total : Total Site Area Routing by Stor-Ind method, Time Span= 0.00-240.00 hrs, dt= 0.01 hrs Reach R2: Offsite East (Exist Pond) Inflow Outflow Hydrograph Time (hours) 2402302202102001901801701601501401301201101009080706050403020100 Fl o w ( c f s ) 5 4 3 2 1 0 Inflow Area=1.020 ac 4.94 cfs 4.94 cfs Page 296 of 423 MSE 24-hr 3 10y 24hr AT-14 Rainfall=4.27"25007 PROPOSED Printed 6/7/2026Prepared by Civil Site Group Page 37HydroCAD® 10.20-8a s/n 02202 © 2025 HydroCAD Software Solutions LLC Hydrograph for Reach R2: Offsite East (Exist Pond) Time (hours) Inflow (cfs) Elevation (feet) Outflow (cfs) 0.00 0.00 0.00 5.00 0.00 0.00 10.00 0.00 0.00 15.00 0.10 0.10 20.00 0.02 0.02 25.00 0.00 0.00 30.00 0.00 0.00 35.00 0.00 0.00 40.00 0.00 0.00 45.00 0.00 0.00 50.00 0.00 0.00 55.00 0.00 0.00 60.00 0.00 0.00 65.00 0.00 0.00 70.00 0.00 0.00 75.00 0.00 0.00 80.00 0.00 0.00 85.00 0.00 0.00 90.00 0.00 0.00 95.00 0.00 0.00 100.00 0.00 0.00 105.00 0.00 0.00 110.00 0.00 0.00 115.00 0.00 0.00 120.00 0.00 0.00 125.00 0.00 0.00 130.00 0.00 0.00 135.00 0.00 0.00 140.00 0.00 0.00 145.00 0.00 0.00 150.00 0.00 0.00 155.00 0.00 0.00 160.00 0.00 0.00 165.00 0.00 0.00 170.00 0.00 0.00 175.00 0.00 0.00 180.00 0.00 0.00 185.00 0.00 0.00 190.00 0.00 0.00 195.00 0.00 0.00 200.00 0.00 0.00 205.00 0.00 0.00 210.00 0.00 0.00 215.00 0.00 0.00 220.00 0.00 0.00 225.00 0.00 0.00 230.00 0.00 0.00 235.00 0.00 0.00 240.00 0.00 0.00 Page 297 of 423 MSE 24-hr 3 10y 24hr AT-14 Rainfall=4.27"25007 PROPOSED Printed 6/7/2026Prepared by Civil Site Group Page 38HydroCAD® 10.20-8a s/n 02202 © 2025 HydroCAD Software Solutions LLC Summary for Reach Total: Total Site Area [40] Hint: Not Described (Outflow=Inflow) Inflow Area =1.618 ac, 85.52% Impervious, Inflow Depth = 2.78" for 10y 24hr AT-14 event Inflow = 8.02 cfs @ 12.15 hrs, Volume= 0.375 af Outflow = 8.02 cfs @ 12.15 hrs, Volume= 0.375 af, Atten= 0%, Lag= 0.0 min Routing by Stor-Ind method, Time Span= 0.00-240.00 hrs, dt= 0.01 hrs Reach Total: Total Site Area Inflow Outflow Hydrograph Time (hours) 2402302202102001901801701601501401301201101009080706050403020100 Fl o w ( c f s ) 8 7 6 5 4 3 2 1 0 Inflow Area=1.618 ac 8.02 cfs 8.02 cfs Page 298 of 423 MSE 24-hr 3 10y 24hr AT-14 Rainfall=4.27"25007 PROPOSED Printed 6/7/2026Prepared by Civil Site Group Page 39HydroCAD® 10.20-8a s/n 02202 © 2025 HydroCAD Software Solutions LLC Hydrograph for Reach Total: Total Site Area Time (hours) Inflow (cfs) Elevation (feet) Outflow (cfs) 0.00 0.00 0.00 5.00 0.02 0.02 10.00 0.08 0.08 15.00 0.18 0.18 20.00 0.05 0.05 25.00 0.00 0.00 30.00 0.00 0.00 35.00 0.00 0.00 40.00 0.00 0.00 45.00 0.00 0.00 50.00 0.00 0.00 55.00 0.00 0.00 60.00 0.00 0.00 65.00 0.00 0.00 70.00 0.00 0.00 75.00 0.00 0.00 80.00 0.00 0.00 85.00 0.00 0.00 90.00 0.00 0.00 95.00 0.00 0.00 100.00 0.00 0.00 105.00 0.00 0.00 110.00 0.00 0.00 115.00 0.00 0.00 120.00 0.00 0.00 125.00 0.00 0.00 130.00 0.00 0.00 135.00 0.00 0.00 140.00 0.00 0.00 145.00 0.00 0.00 150.00 0.00 0.00 155.00 0.00 0.00 160.00 0.00 0.00 165.00 0.00 0.00 170.00 0.00 0.00 175.00 0.00 0.00 180.00 0.00 0.00 185.00 0.00 0.00 190.00 0.00 0.00 195.00 0.00 0.00 200.00 0.00 0.00 205.00 0.00 0.00 210.00 0.00 0.00 215.00 0.00 0.00 220.00 0.00 0.00 225.00 0.00 0.00 230.00 0.00 0.00 235.00 0.00 0.00 240.00 0.00 0.00 Page 299 of 423 MSE 24-hr 3 10y 24hr AT-14 Rainfall=4.27"25007 PROPOSED Printed 6/7/2026Prepared by Civil Site Group Page 40HydroCAD® 10.20-8a s/n 02202 © 2025 HydroCAD Software Solutions LLC Summary for Pond 1P: Basin 1P - Und. Infiltration Sys. [92] Warning: Device #2 is above defined storage Inflow Area =0.922 ac, 92.84% Impervious, Inflow Depth = 3.75" for 10y 24hr AT-14 event Inflow = 5.23 cfs @ 12.14 hrs, Volume= 0.288 af Outflow = 4.93 cfs @ 12.16 hrs, Volume= 0.288 af, Atten= 6%, Lag= 1.4 min Discarded = 0.02 cfs @ 4.95 hrs, Volume= 0.092 af Primary = 4.90 cfs @ 12.16 hrs, Volume= 0.196 af Routed to Reach R2 : Offsite East (Exist Pond) Secondary = 0.00 cfs @ 0.00 hrs, Volume= 0.000 af Routed to Reach R2 : Offsite East (Exist Pond) Routing by Stor-Ind method, Time Span= 0.00-240.00 hrs, dt= 0.01 hrs Peak Elev= 828.96' @ 12.16 hrs Surf.Area= 1,146 sf Storage= 3,301 cf Plug-Flow detention time= 355.8 min calculated for 0.288 af (100% of inflow) Center-of-Mass det. time= 355.8 min ( 1,104.5 - 748.7 ) Volume Invert Avail.Storage Storage Description #1A 824.65'665 cf 12.50'W x 59.00'L x 5.50'H Field A 4,056 cf Overall - 2,394 cf Embedded = 1,662 cf x 40.0% Voids #2A 825.15' 2,303 cf StormTank 25 Series 48" x 133 Inside #1 Inside= 18.0"W x 48.0"H => 5.77 sf x 3.00'L = 17.3 cf Outside= 18.0"W x 48.0"H => 6.00 sf x 3.00'L = 18.0 cf 133 Chambers in 7 Rows #3B 824.65'301 cf 9.50'W x 43.00'L x 3.00'H Field B 1,226 cf Overall - 473 cf Embedded = 753 cf x 40.0% Voids #4B 825.15'451 cf StormTank 25 Series 18" x 70 Inside #3 Inside= 18.0"W x 18.0"H => 2.15 sf x 3.00'L = 6.4 cf Outside= 18.0"W x 18.0"H => 2.25 sf x 3.00'L = 6.8 cf 70 Chambers in 5 Rows 3,719 cf Total Available Storage Storage Group A created with Chamber Wizard Storage Group B created with Chamber Wizard Device Routing Invert Outlet Devices #1 Discarded 824.65'0.800 in/hr Exfiltration over Surface area #2 Secondary 832.25'5.0' long x 4.0' breadth EOF over curb Head (feet) 0.20 0.40 0.60 0.80 1.00 1.20 1.40 1.60 1.80 2.00 2.50 3.00 3.50 4.00 4.50 5.00 5.50 Coef. (English) 2.38 2.54 2.69 2.68 2.67 2.67 2.65 2.66 2.66 2.68 2.72 2.73 2.76 2.79 2.88 3.07 3.32 #3 Primary 827.65'18.0" Round 18'' Outlet Pipe L= 5.0' RCP, square edge headwall, Ke= 0.500 Inlet / Outlet Invert= 827.65' / 827.59' S= 0.0120 '/' Cc= 0.900 n= 0.010 PVC, smooth interior, Flow Area= 1.77 sf Page 300 of 423 MSE 24-hr 3 10y 24hr AT-14 Rainfall=4.27"25007 PROPOSED Printed 6/7/2026Prepared by Civil Site Group Page 41HydroCAD® 10.20-8a s/n 02202 © 2025 HydroCAD Software Solutions LLC Discarded OutFlow Max=0.02 cfs @ 4.95 hrs HW=824.73' (Free Discharge) 1=Exfiltration (Exfiltration Controls 0.02 cfs) Primary OutFlow Max=4.90 cfs @ 12.16 hrs HW=828.95' (Free Discharge) 3=18'' Outlet Pipe (Barrel Controls 4.90 cfs @ 4.01 fps) Secondary OutFlow Max=0.00 cfs @ 0.00 hrs HW=824.65' (Free Discharge) 2=EOF over curb ( Controls 0.00 cfs) Page 301 of 423 MSE 24-hr 3 10y 24hr AT-14 Rainfall=4.27"25007 PROPOSED Printed 6/7/2026Prepared by Civil Site Group Page 42HydroCAD® 10.20-8a s/n 02202 © 2025 HydroCAD Software Solutions LLC Pond 1P: Basin 1P - Und. Infiltration Sys. - Chamber Wizard Field A Chamber Model = StormTank 25 Series 48" (StormTank Module 25 Series) Inside= 18.0"W x 48.0"H => 5.77 sf x 3.00'L = 17.3 cf Outside= 18.0"W x 48.0"H => 6.00 sf x 3.00'L = 18.0 cf 19 Chambers/Row x 3.00' Long = 57.00' Row Length +12.0" End Stone x 2 = 59.00' Base Length 7 Rows x 18.0" Wide + 12.0" Side Stone x 2 = 12.50' Base Width 6.0" Stone Base + 48.0" Chamber Height + 12.0" Stone Cover = 5.50' Field Height 133 Chambers x 17.3 cf = 2,302.5 cf Chamber Storage 133 Chambers x 18.0 cf = 2,394.0 cf Displacement 4,056.3 cf Field - 2,394.0 cf Chambers = 1,662.3 cf Stone x 40.0% Voids = 664.9 cf Stone Storage Chamber Storage + Stone Storage = 2,967.4 cf = 0.068 af Overall Storage Efficiency = 73.2% Overall System Size = 59.00' x 12.50' x 5.50' 133 Chambers 150.2 cy Field 61.6 cy Stone Page 302 of 423 MSE 24-hr 3 10y 24hr AT-14 Rainfall=4.27"25007 PROPOSED Printed 6/7/2026Prepared by Civil Site Group Page 43HydroCAD® 10.20-8a s/n 02202 © 2025 HydroCAD Software Solutions LLC Pond 1P: Basin 1P - Und. Infiltration Sys. - Chamber Wizard Field B Chamber Model = StormTank 25 Series 18" (StormTank Module 25 Series) Inside= 18.0"W x 18.0"H => 2.15 sf x 3.00'L = 6.4 cf Outside= 18.0"W x 18.0"H => 2.25 sf x 3.00'L = 6.8 cf 14 Chambers/Row x 3.00' Long = 42.00' Row Length +6.0" End Stone x 2 = 43.00' Base Length 5 Rows x 18.0" Wide + 12.0" Side Stone x 2 = 9.50' Base Width 6.0" Stone Base + 18.0" Chamber Height + 12.0" Stone Cover = 3.00' Field Height 70 Chambers x 6.4 cf = 450.5 cf Chamber Storage 70 Chambers x 6.8 cf = 472.5 cf Displacement 1,225.5 cf Field - 472.5 cf Chambers = 753.0 cf Stone x 40.0% Voids = 301.2 cf Stone Storage Chamber Storage + Stone Storage = 751.7 cf = 0.017 af Overall Storage Efficiency = 61.3% Overall System Size = 43.00' x 9.50' x 3.00' 70 Chambers 45.4 cy Field 27.9 cy Stone Page 303 of 423 MSE 24-hr 3 10y 24hr AT-14 Rainfall=4.27"25007 PROPOSED Printed 6/7/2026Prepared by Civil Site Group Page 44HydroCAD® 10.20-8a s/n 02202 © 2025 HydroCAD Software Solutions LLC Pond 1P: Basin 1P - Und. Infiltration Sys. Inflow Outflow Discarded Primary Secondary Hydrograph Time (hours) 2402302202102001901801701601501401301201101009080706050403020100 Fl o w ( c f s ) 5 4 3 2 1 0 Inflow Area=0.922 ac Peak Elev=828.96' Storage=3,301 cf 5.23 cfs 4.93 cfs 0.02 cfs 4.90 cfs 0.00 cfs Pond 1P: Basin 1P - Und. Infiltration Sys. Surface Storage Stage-Area-Storage Storage (cubic-feet) 3,5003,0002,5002,0001,5001,0005000 Surface/Horizontal/Wetted Area (sq-ft) 1,1001,0009008007006005004003002001000 El e v a t i o n ( f e e t ) 832 831 830 829 828 827 826 825 Field A + Field B StormTank 25 Series 48" + StormTank 25 Series 18" Page 304 of 423 MSE 24-hr 3 10y 24hr AT-14 Rainfall=4.27"25007 PROPOSED Printed 6/7/2026Prepared by Civil Site Group Page 45HydroCAD® 10.20-8a s/n 02202 © 2025 HydroCAD Software Solutions LLC Hydrograph for Pond 1P: Basin 1P - Und. Infiltration Sys. Time (hours) Inflow (cfs) Storage (cubic-feet) Elevation (feet) Outflow (cfs) Discarded (cfs) Primary (cfs) Secondary (cfs) 0.00 0.00 0 824.65 0.00 0.00 0.00 0.00 5.00 0.03 36 824.73 0.02 0.02 0.00 0.00 10.00 0.12 714 825.65 0.02 0.02 0.00 0.00 15.00 0.12 2,567 827.79 0.12 0.02 0.10 0.00 20.00 0.04 2,512 827.70 0.04 0.02 0.02 0.00 25.00 0.00 2,383 827.53 0.02 0.02 0.00 0.00 30.00 0.00 2,001 827.05 0.02 0.02 0.00 0.00 35.00 0.00 1,619 826.58 0.02 0.02 0.00 0.00 40.00 0.00 1,237 826.19 0.02 0.02 0.00 0.00 45.00 0.00 855 825.80 0.02 0.02 0.00 0.00 50.00 0.00 473 825.40 0.02 0.02 0.00 0.00 55.00 0.00 91 824.85 0.02 0.02 0.00 0.00 60.00 0.00 0 824.65 0.00 0.00 0.00 0.00 65.00 0.00 0 824.65 0.00 0.00 0.00 0.00 70.00 0.00 0 824.65 0.00 0.00 0.00 0.00 75.00 0.00 0 824.65 0.00 0.00 0.00 0.00 80.00 0.00 0 824.65 0.00 0.00 0.00 0.00 85.00 0.00 0 824.65 0.00 0.00 0.00 0.00 90.00 0.00 0 824.65 0.00 0.00 0.00 0.00 95.00 0.00 0 824.65 0.00 0.00 0.00 0.00 100.00 0.00 0 824.65 0.00 0.00 0.00 0.00 105.00 0.00 0 824.65 0.00 0.00 0.00 0.00 110.00 0.00 0 824.65 0.00 0.00 0.00 0.00 115.00 0.00 0 824.65 0.00 0.00 0.00 0.00 120.00 0.00 0 824.65 0.00 0.00 0.00 0.00 125.00 0.00 0 824.65 0.00 0.00 0.00 0.00 130.00 0.00 0 824.65 0.00 0.00 0.00 0.00 135.00 0.00 0 824.65 0.00 0.00 0.00 0.00 140.00 0.00 0 824.65 0.00 0.00 0.00 0.00 145.00 0.00 0 824.65 0.00 0.00 0.00 0.00 150.00 0.00 0 824.65 0.00 0.00 0.00 0.00 155.00 0.00 0 824.65 0.00 0.00 0.00 0.00 160.00 0.00 0 824.65 0.00 0.00 0.00 0.00 165.00 0.00 0 824.65 0.00 0.00 0.00 0.00 170.00 0.00 0 824.65 0.00 0.00 0.00 0.00 175.00 0.00 0 824.65 0.00 0.00 0.00 0.00 180.00 0.00 0 824.65 0.00 0.00 0.00 0.00 185.00 0.00 0 824.65 0.00 0.00 0.00 0.00 190.00 0.00 0 824.65 0.00 0.00 0.00 0.00 195.00 0.00 0 824.65 0.00 0.00 0.00 0.00 200.00 0.00 0 824.65 0.00 0.00 0.00 0.00 205.00 0.00 0 824.65 0.00 0.00 0.00 0.00 210.00 0.00 0 824.65 0.00 0.00 0.00 0.00 215.00 0.00 0 824.65 0.00 0.00 0.00 0.00 220.00 0.00 0 824.65 0.00 0.00 0.00 0.00 225.00 0.00 0 824.65 0.00 0.00 0.00 0.00 230.00 0.00 0 824.65 0.00 0.00 0.00 0.00 235.00 0.00 0 824.65 0.00 0.00 0.00 0.00 240.00 0.00 0 824.65 0.00 0.00 0.00 0.00 Page 305 of 423 MSE 24-hr 3 10y 24hr AT-14 Rainfall=4.27"25007 PROPOSED Printed 6/7/2026Prepared by Civil Site Group Page 46HydroCAD® 10.20-8a s/n 02202 © 2025 HydroCAD Software Solutions LLC Stage-Area-Storage for Pond 1P: Basin 1P - Und. Infiltration Sys. Elevation (feet) Surface (sq-ft) Storage (cubic-feet) 824.65 1,146 0 824.75 1,146 46 824.85 1,146 92 824.95 1,146 138 825.05 1,146 183 825.15 1,146 229 825.25 1,146 326 825.35 1,146 423 825.45 1,146 520 825.55 1,146 617 825.65 1,146 714 825.75 1,146 811 825.85 1,146 907 825.95 1,146 1,004 826.05 1,146 1,101 826.15 1,146 1,198 826.25 1,146 1,295 826.35 1,146 1,392 826.45 1,146 1,489 826.55 1,146 1,586 826.65 1,146 1,683 826.75 1,146 1,762 826.85 1,146 1,842 826.95 1,146 1,921 827.05 1,146 2,001 827.15 1,146 2,080 827.25 1,146 2,159 827.35 1,146 2,239 827.45 1,146 2,318 827.55 1,146 2,398 827.65 1,146 2,477 827.75 1,146 2,540 827.85 1,146 2,604 827.95 1,146 2,667 828.05 1,146 2,730 828.15 1,146 2,793 828.25 1,146 2,856 828.35 1,146 2,919 828.45 1,146 2,982 828.55 1,146 3,045 828.65 1,146 3,109 828.75 1,146 3,172 828.85 1,146 3,235 828.95 1,146 3,298 829.05 1,146 3,361 829.15 1,146 3,424 829.25 1,146 3,454 829.35 1,146 3,483 829.45 1,146 3,513 829.55 1,146 3,542 829.65 1,146 3,572 829.75 1,146 3,601 Elevation (feet) Surface (sq-ft) Storage (cubic-feet) 829.85 1,146 3,631 829.95 1,146 3,660 830.05 1,146 3,690 830.15 1,146 3,719 830.25 1,146 3,719 830.35 1,146 3,719 830.45 1,146 3,719 830.55 1,146 3,719 830.65 1,146 3,719 830.75 1,146 3,719 830.85 1,146 3,719 830.95 1,146 3,719 831.05 1,146 3,719 831.15 1,146 3,719 831.25 1,146 3,719 831.35 1,146 3,719 831.45 1,146 3,719 831.55 1,146 3,719 831.65 1,146 3,719 831.75 1,146 3,719 831.85 1,146 3,719 831.95 1,146 3,719 832.05 1,146 3,719 832.15 1,146 3,719 832.25 1,146 3,719 Page 306 of 423 MSE 24-hr 3 100y 24hr AT-14 Rainfall=7.36"25007 PROPOSED Printed 6/7/2026Prepared by Civil Site Group Page 47HydroCAD® 10.20-8a s/n 02202 © 2025 HydroCAD Software Solutions LLC Time span=0.00-240.00 hrs, dt=0.01 hrs, 24001 points Runoff by SCS TR-20 method, UH=SCS, Weighted-Q Reach routing by Stor-Ind method - Pond routing by Stor-Ind method Runoff Area=26,040 sf 87.14% Impervious Runoff Depth=6.32"Subcatchment PR1: PR1 - Drains west to Tc=7.0 min CN=WQ Runoff=5.59 cfs 0.315 af Runoff Area=40,161 sf 92.84% Impervious Runoff Depth=6.68"Subcatchment PR2A: PR2A - Drains to Tc=7.0 min CN=WQ Runoff=9.12 cfs 0.513 af Runoff Area=4,265 sf 6.75% Impervious Runoff Depth=1.32"Subcatchment PR2B: PR2B - Drains east to Tc=7.0 min CN=WQ Runoff=0.17 cfs 0.011 af Inflow=5.59 cfs 0.315 afReach R1: Camden Ave N Outflow=5.59 cfs 0.315 af Inflow=9.08 cfs 0.429 afReach R2: Offsite East (Exist Pond) Outflow=9.08 cfs 0.429 af Inflow=14.58 cfs 0.744 afReach Total: Total Site Area Outflow=14.58 cfs 0.744 af Peak Elev=829.70' Storage=3,588 cf Inflow=9.12 cfs 0.513 afPond 1P: Basin 1P - Und. Infiltration Sys. Discarded=0.02 cfs 0.095 af Primary=8.91 cfs 0.418 af Secondary=0.00 cfs 0.000 af Outflow=8.94 cfs 0.513 af Total Runoff Area = 1.618 ac Runoff Volume = 0.839 af Average Runoff Depth = 6.22" 14.48% Pervious = 0.234 ac 85.52% Impervious = 1.383 ac Page 307 of 423 MSE 24-hr 3 100y 24hr AT-14 Rainfall=7.36"25007 PROPOSED Printed 6/7/2026Prepared by Civil Site Group Page 48HydroCAD® 10.20-8a s/n 02202 © 2025 HydroCAD Software Solutions LLC Summary for Subcatchment PR1: PR1 - Drains west to Camden Ave N Runoff = 5.59 cfs @ 12.14 hrs, Volume= 0.315 af, Depth= 6.32" Routed to Reach R1 : Camden Ave N Runoff by SCS TR-20 method, UH=SCS, Weighted-Q, Time Span= 0.00-240.00 hrs, dt= 0.01 hrs MSE 24-hr 3 100y 24hr AT-14 Rainfall=7.36" Area (sf)CN Description 22,691 98 Paved parking, HSG A 3,349 39 >75% Grass cover, Good, HSG A 26,040 Weighted Average 3,349 12.86% Pervious Area 22,691 87.14% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 7.0 Direct Entry, Subcatchment PR1: PR1 - Drains west to Camden Ave N Runoff Hydrograph Time (hours) 2402302202102001901801701601501401301201101009080706050403020100 Fl o w ( c f s ) 6 5 4 3 2 1 0 MSE 24-hr 3 100y 24hr AT-14 Rainfall=7.36" Runoff Area=26,040 sf Runoff Volume=0.315 af Runoff Depth=6.32" Tc=7.0 min CN=WQ 5.59 cfs Page 308 of 423 MSE 24-hr 3 100y 24hr AT-14 Rainfall=7.36"25007 PROPOSED Printed 6/7/2026Prepared by Civil Site Group Page 49HydroCAD® 10.20-8a s/n 02202 © 2025 HydroCAD Software Solutions LLC Hydrograph for Subcatchment PR1: PR1 - Drains west to Camden Ave N Time (hours) Precip. (inches) Excess (inches) Runoff (cfs) 0.00 0.00 0.00 0.00 5.00 0.28 0.00 0.04 10.00 1.01 0.33 0.14 15.00 6.60 5.43 0.13 20.00 7.17 5.99 0.04 25.00 7.36 6.18 0.00 30.00 7.36 6.18 0.00 35.00 7.36 6.18 0.00 40.00 7.36 6.18 0.00 45.00 7.36 6.18 0.00 50.00 7.36 6.18 0.00 55.00 7.36 6.18 0.00 60.00 7.36 6.18 0.00 65.00 7.36 6.18 0.00 70.00 7.36 6.18 0.00 75.00 7.36 6.18 0.00 80.00 7.36 6.18 0.00 85.00 7.36 6.18 0.00 90.00 7.36 6.18 0.00 95.00 7.36 6.18 0.00 100.00 7.36 6.18 0.00 105.00 7.36 6.18 0.00 110.00 7.36 6.18 0.00 115.00 7.36 6.18 0.00 120.00 7.36 6.18 0.00 125.00 7.36 6.18 0.00 130.00 7.36 6.18 0.00 135.00 7.36 6.18 0.00 140.00 7.36 6.18 0.00 145.00 7.36 6.18 0.00 150.00 7.36 6.18 0.00 155.00 7.36 6.18 0.00 160.00 7.36 6.18 0.00 165.00 7.36 6.18 0.00 170.00 7.36 6.18 0.00 175.00 7.36 6.18 0.00 180.00 7.36 6.18 0.00 185.00 7.36 6.18 0.00 190.00 7.36 6.18 0.00 195.00 7.36 6.18 0.00 200.00 7.36 6.18 0.00 205.00 7.36 6.18 0.00 210.00 7.36 6.18 0.00 215.00 7.36 6.18 0.00 220.00 7.36 6.18 0.00 225.00 7.36 6.18 0.00 230.00 7.36 6.18 0.00 235.00 7.36 6.18 0.00 240.00 7.36 6.18 0.00 Page 309 of 423 MSE 24-hr 3 100y 24hr AT-14 Rainfall=7.36"25007 PROPOSED Printed 6/7/2026Prepared by Civil Site Group Page 50HydroCAD® 10.20-8a s/n 02202 © 2025 HydroCAD Software Solutions LLC Summary for Subcatchment PR2A: PR2A - Drains to Und. Sys. then east to exist pond Runoff = 9.12 cfs @ 12.14 hrs, Volume= 0.513 af, Depth= 6.68" Routed to Pond 1P : Basin 1P - Und. Infiltration Sys. Runoff by SCS TR-20 method, UH=SCS, Weighted-Q, Time Span= 0.00-240.00 hrs, dt= 0.01 hrs MSE 24-hr 3 100y 24hr AT-14 Rainfall=7.36" Area (sf)CN Description 37,284 98 Paved parking, HSG A 2,877 39 >75% Grass cover, Good, HSG A 40,161 Weighted Average 2,877 7.16% Pervious Area 37,284 92.84% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 7.0 Direct Entry, Subcatchment PR2A: PR2A - Drains to Und. Sys. then east to exist pond Runoff Hydrograph Time (hours) 2402302202102001901801701601501401301201101009080706050403020100 Fl o w ( c f s ) 10 9 8 7 6 5 4 3 2 1 0 MSE 24-hr 3 100y 24hr AT-14 Rainfall=7.36" Runoff Area=40,161 sf Runoff Volume=0.513 af Runoff Depth=6.68" Tc=7.0 min CN=WQ 9.12 cfs Page 310 of 423 MSE 24-hr 3 100y 24hr AT-14 Rainfall=7.36"25007 PROPOSED Printed 6/7/2026Prepared by Civil Site Group Page 51HydroCAD® 10.20-8a s/n 02202 © 2025 HydroCAD Software Solutions LLC Hydrograph for Subcatchment PR2A: PR2A - Drains to Und. Sys. then east to exist pond Time (hours) Precip. (inches) Excess (inches) Runoff (cfs) 0.00 0.00 0.00 0.00 5.00 0.28 0.03 0.06 10.00 1.01 0.51 0.22 15.00 6.60 5.89 0.21 20.00 7.17 6.46 0.07 25.00 7.36 6.65 0.00 30.00 7.36 6.65 0.00 35.00 7.36 6.65 0.00 40.00 7.36 6.65 0.00 45.00 7.36 6.65 0.00 50.00 7.36 6.65 0.00 55.00 7.36 6.65 0.00 60.00 7.36 6.65 0.00 65.00 7.36 6.65 0.00 70.00 7.36 6.65 0.00 75.00 7.36 6.65 0.00 80.00 7.36 6.65 0.00 85.00 7.36 6.65 0.00 90.00 7.36 6.65 0.00 95.00 7.36 6.65 0.00 100.00 7.36 6.65 0.00 105.00 7.36 6.65 0.00 110.00 7.36 6.65 0.00 115.00 7.36 6.65 0.00 120.00 7.36 6.65 0.00 125.00 7.36 6.65 0.00 130.00 7.36 6.65 0.00 135.00 7.36 6.65 0.00 140.00 7.36 6.65 0.00 145.00 7.36 6.65 0.00 150.00 7.36 6.65 0.00 155.00 7.36 6.65 0.00 160.00 7.36 6.65 0.00 165.00 7.36 6.65 0.00 170.00 7.36 6.65 0.00 175.00 7.36 6.65 0.00 180.00 7.36 6.65 0.00 185.00 7.36 6.65 0.00 190.00 7.36 6.65 0.00 195.00 7.36 6.65 0.00 200.00 7.36 6.65 0.00 205.00 7.36 6.65 0.00 210.00 7.36 6.65 0.00 215.00 7.36 6.65 0.00 220.00 7.36 6.65 0.00 225.00 7.36 6.65 0.00 230.00 7.36 6.65 0.00 235.00 7.36 6.65 0.00 240.00 7.36 6.65 0.00 Page 311 of 423 MSE 24-hr 3 100y 24hr AT-14 Rainfall=7.36"25007 PROPOSED Printed 6/7/2026Prepared by Civil Site Group Page 52HydroCAD® 10.20-8a s/n 02202 © 2025 HydroCAD Software Solutions LLC Summary for Subcatchment PR2B: PR2B - Drains east to exist pond Runoff = 0.17 cfs @ 12.16 hrs, Volume= 0.011 af, Depth= 1.32" Routed to Reach R2 : Offsite East (Exist Pond) Runoff by SCS TR-20 method, UH=SCS, Weighted-Q, Time Span= 0.00-240.00 hrs, dt= 0.01 hrs MSE 24-hr 3 100y 24hr AT-14 Rainfall=7.36" Area (sf)CN Description 288 98 Paved parking, HSG A 3,977 39 >75% Grass cover, Good, HSG A 4,265 Weighted Average 3,977 93.25% Pervious Area 288 6.75% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 7.0 Direct Entry, Subcatchment PR2B: PR2B - Drains east to exist pond Runoff Hydrograph Time (hours) 2402302202102001901801701601501401301201101009080706050403020100 Fl o w ( c f s ) 0.18 0.17 0.16 0.15 0.14 0.13 0.12 0.11 0.1 0.09 0.08 0.07 0.06 0.05 0.04 0.03 0.02 0.01 0 MSE 24-hr 3 100y 24hr AT-14 Rainfall=7.36" Runoff Area=4,265 sf Runoff Volume=0.011 af Runoff Depth=1.32" Tc=7.0 min CN=WQ 0.17 cfs Page 312 of 423 MSE 24-hr 3 100y 24hr AT-14 Rainfall=7.36"25007 PROPOSED Printed 6/7/2026Prepared by Civil Site Group Page 53HydroCAD® 10.20-8a s/n 02202 © 2025 HydroCAD Software Solutions LLC Hydrograph for Subcatchment PR2B: PR2B - Drains east to exist pond Time (hours) Precip. (inches) Excess (inches) Runoff (cfs) 0.00 0.00 0.00 0.00 5.00 0.28 0.00 0.00 10.00 1.01 0.00 0.00 15.00 6.60 0.91 0.01 20.00 7.17 1.15 0.00 25.00 7.36 1.23 0.00 30.00 7.36 1.23 0.00 35.00 7.36 1.23 0.00 40.00 7.36 1.23 0.00 45.00 7.36 1.23 0.00 50.00 7.36 1.23 0.00 55.00 7.36 1.23 0.00 60.00 7.36 1.23 0.00 65.00 7.36 1.23 0.00 70.00 7.36 1.23 0.00 75.00 7.36 1.23 0.00 80.00 7.36 1.23 0.00 85.00 7.36 1.23 0.00 90.00 7.36 1.23 0.00 95.00 7.36 1.23 0.00 100.00 7.36 1.23 0.00 105.00 7.36 1.23 0.00 110.00 7.36 1.23 0.00 115.00 7.36 1.23 0.00 120.00 7.36 1.23 0.00 125.00 7.36 1.23 0.00 130.00 7.36 1.23 0.00 135.00 7.36 1.23 0.00 140.00 7.36 1.23 0.00 145.00 7.36 1.23 0.00 150.00 7.36 1.23 0.00 155.00 7.36 1.23 0.00 160.00 7.36 1.23 0.00 165.00 7.36 1.23 0.00 170.00 7.36 1.23 0.00 175.00 7.36 1.23 0.00 180.00 7.36 1.23 0.00 185.00 7.36 1.23 0.00 190.00 7.36 1.23 0.00 195.00 7.36 1.23 0.00 200.00 7.36 1.23 0.00 205.00 7.36 1.23 0.00 210.00 7.36 1.23 0.00 215.00 7.36 1.23 0.00 220.00 7.36 1.23 0.00 225.00 7.36 1.23 0.00 230.00 7.36 1.23 0.00 235.00 7.36 1.23 0.00 240.00 7.36 1.23 0.00 Page 313 of 423 MSE 24-hr 3 100y 24hr AT-14 Rainfall=7.36"25007 PROPOSED Printed 6/7/2026Prepared by Civil Site Group Page 54HydroCAD® 10.20-8a s/n 02202 © 2025 HydroCAD Software Solutions LLC Summary for Reach R1: Camden Ave N [40] Hint: Not Described (Outflow=Inflow) Inflow Area =0.598 ac, 87.14% Impervious, Inflow Depth = 6.32" for 100y 24hr AT-14 event Inflow = 5.59 cfs @ 12.14 hrs, Volume= 0.315 af Outflow = 5.59 cfs @ 12.14 hrs, Volume= 0.315 af, Atten= 0%, Lag= 0.0 min Routed to Reach Total : Total Site Area Routing by Stor-Ind method, Time Span= 0.00-240.00 hrs, dt= 0.01 hrs Reach R1: Camden Ave N Inflow Outflow Hydrograph Time (hours) 2402302202102001901801701601501401301201101009080706050403020100 Fl o w ( c f s ) 6 5 4 3 2 1 0 Inflow Area=0.598 ac 5.59 cfs 5.59 cfs Page 314 of 423 MSE 24-hr 3 100y 24hr AT-14 Rainfall=7.36"25007 PROPOSED Printed 6/7/2026Prepared by Civil Site Group Page 55HydroCAD® 10.20-8a s/n 02202 © 2025 HydroCAD Software Solutions LLC Hydrograph for Reach R1: Camden Ave N Time (hours) Inflow (cfs) Elevation (feet) Outflow (cfs) 0.00 0.00 0.00 5.00 0.04 0.04 10.00 0.14 0.14 15.00 0.13 0.13 20.00 0.04 0.04 25.00 0.00 0.00 30.00 0.00 0.00 35.00 0.00 0.00 40.00 0.00 0.00 45.00 0.00 0.00 50.00 0.00 0.00 55.00 0.00 0.00 60.00 0.00 0.00 65.00 0.00 0.00 70.00 0.00 0.00 75.00 0.00 0.00 80.00 0.00 0.00 85.00 0.00 0.00 90.00 0.00 0.00 95.00 0.00 0.00 100.00 0.00 0.00 105.00 0.00 0.00 110.00 0.00 0.00 115.00 0.00 0.00 120.00 0.00 0.00 125.00 0.00 0.00 130.00 0.00 0.00 135.00 0.00 0.00 140.00 0.00 0.00 145.00 0.00 0.00 150.00 0.00 0.00 155.00 0.00 0.00 160.00 0.00 0.00 165.00 0.00 0.00 170.00 0.00 0.00 175.00 0.00 0.00 180.00 0.00 0.00 185.00 0.00 0.00 190.00 0.00 0.00 195.00 0.00 0.00 200.00 0.00 0.00 205.00 0.00 0.00 210.00 0.00 0.00 215.00 0.00 0.00 220.00 0.00 0.00 225.00 0.00 0.00 230.00 0.00 0.00 235.00 0.00 0.00 240.00 0.00 0.00 Page 315 of 423 MSE 24-hr 3 100y 24hr AT-14 Rainfall=7.36"25007 PROPOSED Printed 6/7/2026Prepared by Civil Site Group Page 56HydroCAD® 10.20-8a s/n 02202 © 2025 HydroCAD Software Solutions LLC Summary for Reach R2: Offsite East (Exist Pond) [40] Hint: Not Described (Outflow=Inflow) Inflow Area =1.020 ac, 84.57% Impervious, Inflow Depth = 5.05" for 100y 24hr AT-14 event Inflow = 9.08 cfs @ 12.15 hrs, Volume= 0.429 af Outflow = 9.08 cfs @ 12.15 hrs, Volume= 0.429 af, Atten= 0%, Lag= 0.0 min Routed to Reach Total : Total Site Area Routing by Stor-Ind method, Time Span= 0.00-240.00 hrs, dt= 0.01 hrs Reach R2: Offsite East (Exist Pond) Inflow Outflow Hydrograph Time (hours) 2402302202102001901801701601501401301201101009080706050403020100 Fl o w ( c f s ) 10 9 8 7 6 5 4 3 2 1 0 Inflow Area=1.020 ac 9.08 cfs 9.08 cfs Page 316 of 423 MSE 24-hr 3 100y 24hr AT-14 Rainfall=7.36"25007 PROPOSED Printed 6/7/2026Prepared by Civil Site Group Page 57HydroCAD® 10.20-8a s/n 02202 © 2025 HydroCAD Software Solutions LLC Hydrograph for Reach R2: Offsite East (Exist Pond) Time (hours) Inflow (cfs) Elevation (feet) Outflow (cfs) 0.00 0.00 0.00 5.00 0.00 0.00 10.00 0.00 0.00 15.00 0.20 0.20 20.00 0.05 0.05 25.00 0.00 0.00 30.00 0.00 0.00 35.00 0.00 0.00 40.00 0.00 0.00 45.00 0.00 0.00 50.00 0.00 0.00 55.00 0.00 0.00 60.00 0.00 0.00 65.00 0.00 0.00 70.00 0.00 0.00 75.00 0.00 0.00 80.00 0.00 0.00 85.00 0.00 0.00 90.00 0.00 0.00 95.00 0.00 0.00 100.00 0.00 0.00 105.00 0.00 0.00 110.00 0.00 0.00 115.00 0.00 0.00 120.00 0.00 0.00 125.00 0.00 0.00 130.00 0.00 0.00 135.00 0.00 0.00 140.00 0.00 0.00 145.00 0.00 0.00 150.00 0.00 0.00 155.00 0.00 0.00 160.00 0.00 0.00 165.00 0.00 0.00 170.00 0.00 0.00 175.00 0.00 0.00 180.00 0.00 0.00 185.00 0.00 0.00 190.00 0.00 0.00 195.00 0.00 0.00 200.00 0.00 0.00 205.00 0.00 0.00 210.00 0.00 0.00 215.00 0.00 0.00 220.00 0.00 0.00 225.00 0.00 0.00 230.00 0.00 0.00 235.00 0.00 0.00 240.00 0.00 0.00 Page 317 of 423 MSE 24-hr 3 100y 24hr AT-14 Rainfall=7.36"25007 PROPOSED Printed 6/7/2026Prepared by Civil Site Group Page 58HydroCAD® 10.20-8a s/n 02202 © 2025 HydroCAD Software Solutions LLC Summary for Reach Total: Total Site Area [40] Hint: Not Described (Outflow=Inflow) Inflow Area =1.618 ac, 85.52% Impervious, Inflow Depth = 5.52" for 100y 24hr AT-14 event Inflow = 14.58 cfs @ 12.15 hrs, Volume= 0.744 af Outflow = 14.58 cfs @ 12.15 hrs, Volume= 0.744 af, Atten= 0%, Lag= 0.0 min Routing by Stor-Ind method, Time Span= 0.00-240.00 hrs, dt= 0.01 hrs Reach Total: Total Site Area Inflow Outflow Hydrograph Time (hours) 2402302202102001901801701601501401301201101009080706050403020100 Fl o w ( c f s ) 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 0 Inflow Area=1.618 ac 14.58 cfs 14.58 cfs Page 318 of 423 MSE 24-hr 3 100y 24hr AT-14 Rainfall=7.36"25007 PROPOSED Printed 6/7/2026Prepared by Civil Site Group Page 59HydroCAD® 10.20-8a s/n 02202 © 2025 HydroCAD Software Solutions LLC Hydrograph for Reach Total: Total Site Area Time (hours) Inflow (cfs) Elevation (feet) Outflow (cfs) 0.00 0.00 0.00 5.00 0.04 0.04 10.00 0.14 0.14 15.00 0.33 0.33 20.00 0.10 0.10 25.00 0.00 0.00 30.00 0.00 0.00 35.00 0.00 0.00 40.00 0.00 0.00 45.00 0.00 0.00 50.00 0.00 0.00 55.00 0.00 0.00 60.00 0.00 0.00 65.00 0.00 0.00 70.00 0.00 0.00 75.00 0.00 0.00 80.00 0.00 0.00 85.00 0.00 0.00 90.00 0.00 0.00 95.00 0.00 0.00 100.00 0.00 0.00 105.00 0.00 0.00 110.00 0.00 0.00 115.00 0.00 0.00 120.00 0.00 0.00 125.00 0.00 0.00 130.00 0.00 0.00 135.00 0.00 0.00 140.00 0.00 0.00 145.00 0.00 0.00 150.00 0.00 0.00 155.00 0.00 0.00 160.00 0.00 0.00 165.00 0.00 0.00 170.00 0.00 0.00 175.00 0.00 0.00 180.00 0.00 0.00 185.00 0.00 0.00 190.00 0.00 0.00 195.00 0.00 0.00 200.00 0.00 0.00 205.00 0.00 0.00 210.00 0.00 0.00 215.00 0.00 0.00 220.00 0.00 0.00 225.00 0.00 0.00 230.00 0.00 0.00 235.00 0.00 0.00 240.00 0.00 0.00 Page 319 of 423 MSE 24-hr 3 100y 24hr AT-14 Rainfall=7.36"25007 PROPOSED Printed 6/7/2026Prepared by Civil Site Group Page 60HydroCAD® 10.20-8a s/n 02202 © 2025 HydroCAD Software Solutions LLC Summary for Pond 1P: Basin 1P - Und. Infiltration Sys. [92] Warning: Device #2 is above defined storage Inflow Area =0.922 ac, 92.84% Impervious, Inflow Depth = 6.68" for 100y 24hr AT-14 event Inflow = 9.12 cfs @ 12.14 hrs, Volume= 0.513 af Outflow = 8.94 cfs @ 12.15 hrs, Volume= 0.513 af, Atten= 2%, Lag= 0.9 min Discarded = 0.02 cfs @ 3.26 hrs, Volume= 0.095 af Primary = 8.91 cfs @ 12.15 hrs, Volume= 0.418 af Routed to Reach R2 : Offsite East (Exist Pond) Secondary = 0.00 cfs @ 0.00 hrs, Volume= 0.000 af Routed to Reach R2 : Offsite East (Exist Pond) Routing by Stor-Ind method, Time Span= 0.00-240.00 hrs, dt= 0.01 hrs Peak Elev= 829.70' @ 12.15 hrs Surf.Area= 1,146 sf Storage= 3,588 cf Plug-Flow detention time= 217.8 min calculated for 0.513 af (100% of inflow) Center-of-Mass det. time= 217.8 min ( 960.5 - 742.7 ) Volume Invert Avail.Storage Storage Description #1A 824.65'665 cf 12.50'W x 59.00'L x 5.50'H Field A 4,056 cf Overall - 2,394 cf Embedded = 1,662 cf x 40.0% Voids #2A 825.15' 2,303 cf StormTank 25 Series 48" x 133 Inside #1 Inside= 18.0"W x 48.0"H => 5.77 sf x 3.00'L = 17.3 cf Outside= 18.0"W x 48.0"H => 6.00 sf x 3.00'L = 18.0 cf 133 Chambers in 7 Rows #3B 824.65'301 cf 9.50'W x 43.00'L x 3.00'H Field B 1,226 cf Overall - 473 cf Embedded = 753 cf x 40.0% Voids #4B 825.15'451 cf StormTank 25 Series 18" x 70 Inside #3 Inside= 18.0"W x 18.0"H => 2.15 sf x 3.00'L = 6.4 cf Outside= 18.0"W x 18.0"H => 2.25 sf x 3.00'L = 6.8 cf 70 Chambers in 5 Rows 3,719 cf Total Available Storage Storage Group A created with Chamber Wizard Storage Group B created with Chamber Wizard Device Routing Invert Outlet Devices #1 Discarded 824.65'0.800 in/hr Exfiltration over Surface area #2 Secondary 832.25'5.0' long x 4.0' breadth EOF over curb Head (feet) 0.20 0.40 0.60 0.80 1.00 1.20 1.40 1.60 1.80 2.00 2.50 3.00 3.50 4.00 4.50 5.00 5.50 Coef. (English) 2.38 2.54 2.69 2.68 2.67 2.67 2.65 2.66 2.66 2.68 2.72 2.73 2.76 2.79 2.88 3.07 3.32 #3 Primary 827.65'18.0" Round 18'' Outlet Pipe L= 5.0' RCP, square edge headwall, Ke= 0.500 Inlet / Outlet Invert= 827.65' / 827.59' S= 0.0120 '/' Cc= 0.900 n= 0.010 PVC, smooth interior, Flow Area= 1.77 sf Page 320 of 423 MSE 24-hr 3 100y 24hr AT-14 Rainfall=7.36"25007 PROPOSED Printed 6/7/2026Prepared by Civil Site Group Page 61HydroCAD® 10.20-8a s/n 02202 © 2025 HydroCAD Software Solutions LLC Discarded OutFlow Max=0.02 cfs @ 3.26 hrs HW=824.73' (Free Discharge) 1=Exfiltration (Exfiltration Controls 0.02 cfs) Primary OutFlow Max=8.89 cfs @ 12.15 hrs HW=829.70' (Free Discharge) 3=18'' Outlet Pipe (Barrel Controls 8.89 cfs @ 5.03 fps) Secondary OutFlow Max=0.00 cfs @ 0.00 hrs HW=824.65' (Free Discharge) 2=EOF over curb ( Controls 0.00 cfs) Page 321 of 423 MSE 24-hr 3 100y 24hr AT-14 Rainfall=7.36"25007 PROPOSED Printed 6/7/2026Prepared by Civil Site Group Page 62HydroCAD® 10.20-8a s/n 02202 © 2025 HydroCAD Software Solutions LLC Pond 1P: Basin 1P - Und. Infiltration Sys. - Chamber Wizard Field A Chamber Model = StormTank 25 Series 48" (StormTank Module 25 Series) Inside= 18.0"W x 48.0"H => 5.77 sf x 3.00'L = 17.3 cf Outside= 18.0"W x 48.0"H => 6.00 sf x 3.00'L = 18.0 cf 19 Chambers/Row x 3.00' Long = 57.00' Row Length +12.0" End Stone x 2 = 59.00' Base Length 7 Rows x 18.0" Wide + 12.0" Side Stone x 2 = 12.50' Base Width 6.0" Stone Base + 48.0" Chamber Height + 12.0" Stone Cover = 5.50' Field Height 133 Chambers x 17.3 cf = 2,302.5 cf Chamber Storage 133 Chambers x 18.0 cf = 2,394.0 cf Displacement 4,056.3 cf Field - 2,394.0 cf Chambers = 1,662.3 cf Stone x 40.0% Voids = 664.9 cf Stone Storage Chamber Storage + Stone Storage = 2,967.4 cf = 0.068 af Overall Storage Efficiency = 73.2% Overall System Size = 59.00' x 12.50' x 5.50' 133 Chambers 150.2 cy Field 61.6 cy Stone Page 322 of 423 MSE 24-hr 3 100y 24hr AT-14 Rainfall=7.36"25007 PROPOSED Printed 6/7/2026Prepared by Civil Site Group Page 63HydroCAD® 10.20-8a s/n 02202 © 2025 HydroCAD Software Solutions LLC Pond 1P: Basin 1P - Und. Infiltration Sys. - Chamber Wizard Field B Chamber Model = StormTank 25 Series 18" (StormTank Module 25 Series) Inside= 18.0"W x 18.0"H => 2.15 sf x 3.00'L = 6.4 cf Outside= 18.0"W x 18.0"H => 2.25 sf x 3.00'L = 6.8 cf 14 Chambers/Row x 3.00' Long = 42.00' Row Length +6.0" End Stone x 2 = 43.00' Base Length 5 Rows x 18.0" Wide + 12.0" Side Stone x 2 = 9.50' Base Width 6.0" Stone Base + 18.0" Chamber Height + 12.0" Stone Cover = 3.00' Field Height 70 Chambers x 6.4 cf = 450.5 cf Chamber Storage 70 Chambers x 6.8 cf = 472.5 cf Displacement 1,225.5 cf Field - 472.5 cf Chambers = 753.0 cf Stone x 40.0% Voids = 301.2 cf Stone Storage Chamber Storage + Stone Storage = 751.7 cf = 0.017 af Overall Storage Efficiency = 61.3% Overall System Size = 43.00' x 9.50' x 3.00' 70 Chambers 45.4 cy Field 27.9 cy Stone Page 323 of 423 MSE 24-hr 3 100y 24hr AT-14 Rainfall=7.36"25007 PROPOSED Printed 6/7/2026Prepared by Civil Site Group Page 64HydroCAD® 10.20-8a s/n 02202 © 2025 HydroCAD Software Solutions LLC Pond 1P: Basin 1P - Und. Infiltration Sys. Inflow Outflow Discarded Primary Secondary Hydrograph Time (hours) 2402302202102001901801701601501401301201101009080706050403020100 Fl o w ( c f s ) 10 9 8 7 6 5 4 3 2 1 0 Inflow Area=0.922 ac Peak Elev=829.70' Storage=3,588 cf 9.12 cfs 8.94 cfs 0.02 cfs 8.91 cfs 0.00 cfs Pond 1P: Basin 1P - Und. Infiltration Sys. Surface Storage Stage-Area-Storage Storage (cubic-feet) 3,5003,0002,5002,0001,5001,0005000 Surface/Horizontal/Wetted Area (sq-ft) 1,1001,0009008007006005004003002001000 El e v a t i o n ( f e e t ) 832 831 830 829 828 827 826 825 Field A + Field B StormTank 25 Series 48" + StormTank 25 Series 18" Page 324 of 423 MSE 24-hr 3 100y 24hr AT-14 Rainfall=7.36"25007 PROPOSED Printed 6/7/2026Prepared by Civil Site Group Page 65HydroCAD® 10.20-8a s/n 02202 © 2025 HydroCAD Software Solutions LLC Hydrograph for Pond 1P: Basin 1P - Und. Infiltration Sys. Time (hours) Inflow (cfs) Storage (cubic-feet) Elevation (feet) Outflow (cfs) Discarded (cfs) Primary (cfs) Secondary (cfs) 0.00 0.00 0 824.65 0.00 0.00 0.00 0.00 5.00 0.06 183 825.05 0.02 0.02 0.00 0.00 10.00 0.22 1,838 826.85 0.02 0.02 0.00 0.00 15.00 0.21 2,607 827.86 0.22 0.02 0.19 0.00 20.00 0.07 2,538 827.75 0.07 0.02 0.05 0.00 25.00 0.00 2,418 827.58 0.02 0.02 0.00 0.00 30.00 0.00 2,036 827.09 0.02 0.02 0.00 0.00 35.00 0.00 1,654 826.62 0.02 0.02 0.00 0.00 40.00 0.00 1,272 826.23 0.02 0.02 0.00 0.00 45.00 0.00 890 825.83 0.02 0.02 0.00 0.00 50.00 0.00 508 825.44 0.02 0.02 0.00 0.00 55.00 0.00 126 824.92 0.02 0.02 0.00 0.00 60.00 0.00 0 824.65 0.00 0.00 0.00 0.00 65.00 0.00 0 824.65 0.00 0.00 0.00 0.00 70.00 0.00 0 824.65 0.00 0.00 0.00 0.00 75.00 0.00 0 824.65 0.00 0.00 0.00 0.00 80.00 0.00 0 824.65 0.00 0.00 0.00 0.00 85.00 0.00 0 824.65 0.00 0.00 0.00 0.00 90.00 0.00 0 824.65 0.00 0.00 0.00 0.00 95.00 0.00 0 824.65 0.00 0.00 0.00 0.00 100.00 0.00 0 824.65 0.00 0.00 0.00 0.00 105.00 0.00 0 824.65 0.00 0.00 0.00 0.00 110.00 0.00 0 824.65 0.00 0.00 0.00 0.00 115.00 0.00 0 824.65 0.00 0.00 0.00 0.00 120.00 0.00 0 824.65 0.00 0.00 0.00 0.00 125.00 0.00 0 824.65 0.00 0.00 0.00 0.00 130.00 0.00 0 824.65 0.00 0.00 0.00 0.00 135.00 0.00 0 824.65 0.00 0.00 0.00 0.00 140.00 0.00 0 824.65 0.00 0.00 0.00 0.00 145.00 0.00 0 824.65 0.00 0.00 0.00 0.00 150.00 0.00 0 824.65 0.00 0.00 0.00 0.00 155.00 0.00 0 824.65 0.00 0.00 0.00 0.00 160.00 0.00 0 824.65 0.00 0.00 0.00 0.00 165.00 0.00 0 824.65 0.00 0.00 0.00 0.00 170.00 0.00 0 824.65 0.00 0.00 0.00 0.00 175.00 0.00 0 824.65 0.00 0.00 0.00 0.00 180.00 0.00 0 824.65 0.00 0.00 0.00 0.00 185.00 0.00 0 824.65 0.00 0.00 0.00 0.00 190.00 0.00 0 824.65 0.00 0.00 0.00 0.00 195.00 0.00 0 824.65 0.00 0.00 0.00 0.00 200.00 0.00 0 824.65 0.00 0.00 0.00 0.00 205.00 0.00 0 824.65 0.00 0.00 0.00 0.00 210.00 0.00 0 824.65 0.00 0.00 0.00 0.00 215.00 0.00 0 824.65 0.00 0.00 0.00 0.00 220.00 0.00 0 824.65 0.00 0.00 0.00 0.00 225.00 0.00 0 824.65 0.00 0.00 0.00 0.00 230.00 0.00 0 824.65 0.00 0.00 0.00 0.00 235.00 0.00 0 824.65 0.00 0.00 0.00 0.00 240.00 0.00 0 824.65 0.00 0.00 0.00 0.00 Page 325 of 423 MSE 24-hr 3 100y 24hr AT-14 Rainfall=7.36"25007 PROPOSED Printed 6/7/2026Prepared by Civil Site Group Page 66HydroCAD® 10.20-8a s/n 02202 © 2025 HydroCAD Software Solutions LLC Stage-Area-Storage for Pond 1P: Basin 1P - Und. Infiltration Sys. Elevation (feet) Surface (sq-ft) Storage (cubic-feet) 824.65 1,146 0 824.75 1,146 46 824.85 1,146 92 824.95 1,146 138 825.05 1,146 183 825.15 1,146 229 825.25 1,146 326 825.35 1,146 423 825.45 1,146 520 825.55 1,146 617 825.65 1,146 714 825.75 1,146 811 825.85 1,146 907 825.95 1,146 1,004 826.05 1,146 1,101 826.15 1,146 1,198 826.25 1,146 1,295 826.35 1,146 1,392 826.45 1,146 1,489 826.55 1,146 1,586 826.65 1,146 1,683 826.75 1,146 1,762 826.85 1,146 1,842 826.95 1,146 1,921 827.05 1,146 2,001 827.15 1,146 2,080 827.25 1,146 2,159 827.35 1,146 2,239 827.45 1,146 2,318 827.55 1,146 2,398 827.65 1,146 2,477 827.75 1,146 2,540 827.85 1,146 2,604 827.95 1,146 2,667 828.05 1,146 2,730 828.15 1,146 2,793 828.25 1,146 2,856 828.35 1,146 2,919 828.45 1,146 2,982 828.55 1,146 3,045 828.65 1,146 3,109 828.75 1,146 3,172 828.85 1,146 3,235 828.95 1,146 3,298 829.05 1,146 3,361 829.15 1,146 3,424 829.25 1,146 3,454 829.35 1,146 3,483 829.45 1,146 3,513 829.55 1,146 3,542 829.65 1,146 3,572 829.75 1,146 3,601 Elevation (feet) Surface (sq-ft) Storage (cubic-feet) 829.85 1,146 3,631 829.95 1,146 3,660 830.05 1,146 3,690 830.15 1,146 3,719 830.25 1,146 3,719 830.35 1,146 3,719 830.45 1,146 3,719 830.55 1,146 3,719 830.65 1,146 3,719 830.75 1,146 3,719 830.85 1,146 3,719 830.95 1,146 3,719 831.05 1,146 3,719 831.15 1,146 3,719 831.25 1,146 3,719 831.35 1,146 3,719 831.45 1,146 3,719 831.55 1,146 3,719 831.65 1,146 3,719 831.75 1,146 3,719 831.85 1,146 3,719 831.95 1,146 3,719 832.05 1,146 3,719 832.15 1,146 3,719 832.25 1,146 3,719 Page 326 of 423 MN-RPBCWD_Snowmelt_10d_100_yr Snow 10-Day-100-Yr Rainfall=7.20"25007 PROPOSED Printed 6/7/2026Prepared by Civil Site Group Page 67HydroCAD® 10.20-8a s/n 02202 © 2025 HydroCAD Software Solutions LLC Time span=0.00-240.00 hrs, dt=0.01 hrs, 24001 points Runoff by SCS TR-20 method, UH=SCS, Weighted-Q Reach routing by Stor-Ind method - Pond routing by Stor-Ind method Runoff Area=26,040 sf 87.14% Impervious Runoff Depth>6.17"Subcatchment PR1: PR1 - Drains west to Tc=7.0 min CN=WQ Runoff=0.10 cfs 0.307 af Runoff Area=40,161 sf 92.84% Impervious Runoff Depth>6.52"Subcatchment PR2A: PR2A - Drains to Tc=7.0 min CN=WQ Runoff=0.16 cfs 0.501 af Runoff Area=4,265 sf 6.75% Impervious Runoff Depth>1.25"Subcatchment PR2B: PR2B - Drains east to Tc=7.0 min CN=WQ Runoff=0.00 cfs 0.010 af Inflow=0.10 cfs 0.307 afReach R1: Camden Ave N Outflow=0.10 cfs 0.307 af Inflow=0.14 cfs 0.108 afReach R2: Offsite East (Exist Pond) Outflow=0.14 cfs 0.108 af Inflow=0.25 cfs 0.416 afReach Total: Total Site Area Outflow=0.25 cfs 0.416 af Peak Elev=827.82' Storage=2,586 cf Inflow=0.16 cfs 0.501 afPond 1P: Basin 1P - Und. Infiltration Sys. Discarded=0.02 cfs 0.375 af Primary=0.14 cfs 0.098 af Secondary=0.00 cfs 0.000 af Outflow=0.16 cfs 0.473 af Total Runoff Area = 1.618 ac Runoff Volume = 0.819 af Average Runoff Depth = 6.07" 14.48% Pervious = 0.234 ac 85.52% Impervious = 1.383 ac Page 327 of 423 MN-RPBCWD_Snowmelt_10d_100_yr Snow 10-Day-100-Yr Rainfall=7.20"25007 PROPOSED Printed 6/7/2026Prepared by Civil Site Group Page 68HydroCAD® 10.20-8a s/n 02202 © 2025 HydroCAD Software Solutions LLC Summary for Subcatchment PR1: PR1 - Drains west to Camden Ave N Runoff = 0.10 cfs @ 121.28 hrs, Volume= 0.307 af, Depth> 6.17" Routed to Reach R1 : Camden Ave N Runoff by SCS TR-20 method, UH=SCS, Weighted-Q, Time Span= 0.00-240.00 hrs, dt= 0.01 hrs MN-RPBCWD_Snowmelt_10d_100_yr Snow 10-Day-100-Yr Rainfall=7.20" Area (sf)CN Description 22,691 98 Paved parking, HSG A 3,349 39 >75% Grass cover, Good, HSG A 26,040 Weighted Average 3,349 12.86% Pervious Area 22,691 87.14% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 7.0 Direct Entry, Subcatchment PR1: PR1 - Drains west to Camden Ave N Runoff Hydrograph Time (hours) 2402302202102001901801701601501401301201101009080706050403020100 Fl o w ( c f s ) 0.11 0.105 0.1 0.095 0.09 0.085 0.08 0.075 0.07 0.065 0.06 0.055 0.05 0.045 0.04 0.035 0.03 0.025 0.02 0.015 0.01 0.005 0 MN-RPBCWD_Snowmelt_10d_100_yr Snow 10-Day-100-Yr Rainfall=7.20" Runoff Area=26,040 sf Runoff Volume=0.307 af Runoff Depth>6.17" Tc=7.0 min CN=WQ 0.10 cfs Page 328 of 423 MN-RPBCWD_Snowmelt_10d_100_yr Snow 10-Day-100-Yr Rainfall=7.20"25007 PROPOSED Printed 6/7/2026Prepared by Civil Site Group Page 69HydroCAD® 10.20-8a s/n 02202 © 2025 HydroCAD Software Solutions LLC Hydrograph for Subcatchment PR1: PR1 - Drains west to Camden Ave N Time (hours) Precip. (inches) Excess (inches) Runoff (cfs) 0.00 0.00 0.00 0.00 5.00 0.04 0.00 0.00 10.00 0.12 0.00 0.00 15.00 0.20 0.00 0.01 20.00 0.28 0.00 0.01 25.00 0.37 0.02 0.01 30.00 0.46 0.04 0.01 35.00 0.56 0.08 0.01 40.00 0.66 0.12 0.01 45.00 0.76 0.17 0.01 50.00 0.86 0.23 0.01 55.00 0.97 0.30 0.01 60.00 1.08 0.37 0.01 65.00 1.19 0.45 0.01 70.00 1.31 0.54 0.01 75.00 1.44 0.63 0.01 80.00 1.57 0.74 0.01 85.00 1.71 0.85 0.02 90.00 1.86 0.98 0.02 95.00 2.03 1.12 0.02 100.00 2.20 1.26 0.02 105.00 2.40 1.44 0.02 110.00 2.65 1.66 0.03 115.00 2.94 1.93 0.04 120.00 3.53 2.47 0.09 125.00 4.27 3.17 0.05 130.00 4.62 3.51 0.03 135.00 4.87 3.75 0.02 140.00 5.06 3.94 0.02 145.00 5.23 4.10 0.02 150.00 5.39 4.25 0.02 155.00 5.53 4.39 0.02 160.00 5.67 4.53 0.01 165.00 5.80 4.65 0.01 170.00 5.92 4.77 0.01 175.00 6.03 4.88 0.01 180.00 6.14 4.99 0.01 185.00 6.25 5.09 0.01 190.00 6.36 5.19 0.01 195.00 6.46 5.29 0.01 200.00 6.55 5.39 0.01 205.00 6.65 5.48 0.01 210.00 6.74 5.57 0.01 215.00 6.82 5.65 0.01 220.00 6.91 5.73 0.01 225.00 6.98 5.81 0.01 230.00 7.06 5.88 0.01 235.00 7.13 5.95 0.01 240.00 7.20 6.02 0.01 Page 329 of 423 MN-RPBCWD_Snowmelt_10d_100_yr Snow 10-Day-100-Yr Rainfall=7.20"25007 PROPOSED Printed 6/7/2026Prepared by Civil Site Group Page 70HydroCAD® 10.20-8a s/n 02202 © 2025 HydroCAD Software Solutions LLC Summary for Subcatchment PR2A: PR2A - Drains to Und. Sys. then east to exist pond Runoff = 0.16 cfs @ 121.28 hrs, Volume= 0.501 af, Depth> 6.52" Routed to Pond 1P : Basin 1P - Und. Infiltration Sys. Runoff by SCS TR-20 method, UH=SCS, Weighted-Q, Time Span= 0.00-240.00 hrs, dt= 0.01 hrs MN-RPBCWD_Snowmelt_10d_100_yr Snow 10-Day-100-Yr Rainfall=7.20" Area (sf)CN Description 37,284 98 Paved parking, HSG A 2,877 39 >75% Grass cover, Good, HSG A 40,161 Weighted Average 2,877 7.16% Pervious Area 37,284 92.84% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 7.0 Direct Entry, Subcatchment PR2A: PR2A - Drains to Und. Sys. then east to exist pond Runoff Hydrograph Time (hours) 2402302202102001901801701601501401301201101009080706050403020100 Fl o w ( c f s ) 0.18 0.17 0.16 0.15 0.14 0.13 0.12 0.11 0.1 0.09 0.08 0.07 0.06 0.05 0.04 0.03 0.02 0.01 0 MN-RPBCWD_Snowmelt_10d_100_yr Snow 10-Day-100-Yr Rainfall=7.20" Runoff Area=40,161 sf Runoff Volume=0.501 af Runoff Depth>6.52" Tc=7.0 min CN=WQ 0.16 cfs Page 330 of 423 MN-RPBCWD_Snowmelt_10d_100_yr Snow 10-Day-100-Yr Rainfall=7.20"25007 PROPOSED Printed 6/7/2026Prepared by Civil Site Group Page 71HydroCAD® 10.20-8a s/n 02202 © 2025 HydroCAD Software Solutions LLC Hydrograph for Subcatchment PR2A: PR2A - Drains to Und. Sys. then east to exist pond Time (hours) Precip. (inches) Excess (inches) Runoff (cfs) 0.00 0.00 0.00 0.00 5.00 0.04 0.00 0.00 10.00 0.12 0.00 0.01 15.00 0.20 0.01 0.01 20.00 0.28 0.03 0.01 25.00 0.37 0.07 0.01 30.00 0.46 0.12 0.01 35.00 0.56 0.17 0.02 40.00 0.66 0.24 0.02 45.00 0.76 0.31 0.02 50.00 0.86 0.39 0.02 55.00 0.97 0.48 0.02 60.00 1.08 0.57 0.02 65.00 1.19 0.67 0.02 70.00 1.31 0.77 0.02 75.00 1.44 0.88 0.02 80.00 1.57 1.00 0.02 85.00 1.71 1.13 0.02 90.00 1.86 1.27 0.03 95.00 2.03 1.42 0.03 100.00 2.20 1.58 0.03 105.00 2.40 1.78 0.04 110.00 2.65 2.01 0.04 115.00 2.94 2.29 0.06 120.00 3.53 2.86 0.15 125.00 4.27 3.59 0.08 130.00 4.62 3.94 0.05 135.00 4.87 4.18 0.04 140.00 5.06 4.37 0.03 145.00 5.23 4.54 0.03 150.00 5.39 4.69 0.03 155.00 5.53 4.84 0.02 160.00 5.67 4.97 0.02 165.00 5.80 5.10 0.02 170.00 5.92 5.22 0.02 175.00 6.03 5.33 0.02 180.00 6.14 5.44 0.02 185.00 6.25 5.55 0.02 190.00 6.36 5.65 0.02 195.00 6.46 5.75 0.02 200.00 6.55 5.85 0.02 205.00 6.65 5.94 0.02 210.00 6.74 6.03 0.02 215.00 6.82 6.11 0.01 220.00 6.91 6.19 0.01 225.00 6.98 6.27 0.01 230.00 7.06 6.35 0.01 235.00 7.13 6.42 0.01 240.00 7.20 6.49 0.01 Page 331 of 423 MN-RPBCWD_Snowmelt_10d_100_yr Snow 10-Day-100-Yr Rainfall=7.20"25007 PROPOSED Printed 6/7/2026Prepared by Civil Site Group Page 72HydroCAD® 10.20-8a s/n 02202 © 2025 HydroCAD Software Solutions LLC Summary for Subcatchment PR2B: PR2B - Drains east to exist pond Runoff = 0.00 cfs @ 121.39 hrs, Volume= 0.010 af, Depth> 1.25" Routed to Reach R2 : Offsite East (Exist Pond) Runoff by SCS TR-20 method, UH=SCS, Weighted-Q, Time Span= 0.00-240.00 hrs, dt= 0.01 hrs MN-RPBCWD_Snowmelt_10d_100_yr Snow 10-Day-100-Yr Rainfall=7.20" Area (sf)CN Description 288 98 Paved parking, HSG A 3,977 39 >75% Grass cover, Good, HSG A 4,265 Weighted Average 3,977 93.25% Pervious Area 288 6.75% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 7.0 Direct Entry, Subcatchment PR2B: PR2B - Drains east to exist pond Runoff Hydrograph Time (hours) 2402302202102001901801701601501401301201101009080706050403020100 Fl o w ( c f s ) 0.003 0.003 0.002 0.002 0.002 0.002 0.002 0.001 0.001 0.001 0.001 0.001 0.000 0.000 0 MN-RPBCWD_Snowmelt_10d_100_yr Snow 10-Day-100-Yr Rainfall=7.20" Runoff Area=4,265 sf Runoff Volume=0.010 af Runoff Depth>1.25" Tc=7.0 min CN=WQ 0.00 cfs Page 332 of 423 MN-RPBCWD_Snowmelt_10d_100_yr Snow 10-Day-100-Yr Rainfall=7.20"25007 PROPOSED Printed 6/7/2026Prepared by Civil Site Group Page 73HydroCAD® 10.20-8a s/n 02202 © 2025 HydroCAD Software Solutions LLC Hydrograph for Subcatchment PR2B: PR2B - Drains east to exist pond Time (hours) Precip. (inches) Excess (inches) Runoff (cfs) 0.00 0.00 0.00 0.00 5.00 0.04 0.00 0.00 10.00 0.12 0.00 0.00 15.00 0.20 0.00 0.00 20.00 0.28 0.00 0.00 25.00 0.37 0.00 0.00 30.00 0.46 0.00 0.00 35.00 0.56 0.00 0.00 40.00 0.66 0.00 0.00 45.00 0.76 0.00 0.00 50.00 0.86 0.00 0.00 55.00 0.97 0.00 0.00 60.00 1.08 0.00 0.00 65.00 1.19 0.00 0.00 70.00 1.31 0.00 0.00 75.00 1.44 0.00 0.00 80.00 1.57 0.00 0.00 85.00 1.71 0.00 0.00 90.00 1.86 0.00 0.00 95.00 2.03 0.00 0.00 100.00 2.20 0.00 0.00 105.00 2.40 0.00 0.00 110.00 2.65 0.00 0.00 115.00 2.94 0.01 0.00 120.00 3.53 0.05 0.00 125.00 4.27 0.18 0.00 130.00 4.62 0.26 0.00 135.00 4.87 0.32 0.00 140.00 5.06 0.37 0.00 145.00 5.23 0.42 0.00 150.00 5.39 0.47 0.00 155.00 5.53 0.51 0.00 160.00 5.67 0.56 0.00 165.00 5.80 0.60 0.00 170.00 5.92 0.65 0.00 175.00 6.03 0.69 0.00 180.00 6.14 0.73 0.00 185.00 6.25 0.77 0.00 190.00 6.36 0.81 0.00 195.00 6.46 0.85 0.00 200.00 6.55 0.89 0.00 205.00 6.65 0.93 0.00 210.00 6.74 0.96 0.00 215.00 6.82 1.00 0.00 220.00 6.91 1.03 0.00 225.00 6.98 1.07 0.00 230.00 7.06 1.10 0.00 235.00 7.13 1.13 0.00 240.00 7.20 1.16 0.00 Page 333 of 423 MN-RPBCWD_Snowmelt_10d_100_yr Snow 10-Day-100-Yr Rainfall=7.20"25007 PROPOSED Printed 6/7/2026Prepared by Civil Site Group Page 74HydroCAD® 10.20-8a s/n 02202 © 2025 HydroCAD Software Solutions LLC Summary for Reach R1: Camden Ave N [40] Hint: Not Described (Outflow=Inflow) Inflow Area =0.598 ac, 87.14% Impervious, Inflow Depth > 6.17" for Snow 10-Day-100-Yr event Inflow = 0.10 cfs @ 121.28 hrs, Volume= 0.307 af Outflow = 0.10 cfs @ 121.28 hrs, Volume= 0.307 af, Atten= 0%, Lag= 0.0 min Routed to Reach Total : Total Site Area Routing by Stor-Ind method, Time Span= 0.00-240.00 hrs, dt= 0.01 hrs Reach R1: Camden Ave N Inflow Outflow Hydrograph Time (hours) 2402302202102001901801701601501401301201101009080706050403020100 Fl o w ( c f s ) 0.11 0.105 0.1 0.095 0.09 0.085 0.08 0.075 0.07 0.065 0.06 0.055 0.05 0.045 0.04 0.035 0.03 0.025 0.02 0.015 0.01 0.005 0 Inflow Area=0.598 ac 0.10 cfs 0.10 cfs Page 334 of 423 MN-RPBCWD_Snowmelt_10d_100_yr Snow 10-Day-100-Yr Rainfall=7.20"25007 PROPOSED Printed 6/7/2026Prepared by Civil Site Group Page 75HydroCAD® 10.20-8a s/n 02202 © 2025 HydroCAD Software Solutions LLC Hydrograph for Reach R1: Camden Ave N Time (hours) Inflow (cfs) Elevation (feet) Outflow (cfs) 0.00 0.00 0.00 5.00 0.00 0.00 10.00 0.00 0.00 15.00 0.01 0.01 20.00 0.01 0.01 25.00 0.01 0.01 30.00 0.01 0.01 35.00 0.01 0.01 40.00 0.01 0.01 45.00 0.01 0.01 50.00 0.01 0.01 55.00 0.01 0.01 60.00 0.01 0.01 65.00 0.01 0.01 70.00 0.01 0.01 75.00 0.01 0.01 80.00 0.01 0.01 85.00 0.02 0.02 90.00 0.02 0.02 95.00 0.02 0.02 100.00 0.02 0.02 105.00 0.02 0.02 110.00 0.03 0.03 115.00 0.04 0.04 120.00 0.09 0.09 125.00 0.05 0.05 130.00 0.03 0.03 135.00 0.02 0.02 140.00 0.02 0.02 145.00 0.02 0.02 150.00 0.02 0.02 155.00 0.02 0.02 160.00 0.01 0.01 165.00 0.01 0.01 170.00 0.01 0.01 175.00 0.01 0.01 180.00 0.01 0.01 185.00 0.01 0.01 190.00 0.01 0.01 195.00 0.01 0.01 200.00 0.01 0.01 205.00 0.01 0.01 210.00 0.01 0.01 215.00 0.01 0.01 220.00 0.01 0.01 225.00 0.01 0.01 230.00 0.01 0.01 235.00 0.01 0.01 240.00 0.01 0.01 Page 335 of 423 MN-RPBCWD_Snowmelt_10d_100_yr Snow 10-Day-100-Yr Rainfall=7.20"25007 PROPOSED Printed 6/7/2026Prepared by Civil Site Group Page 76HydroCAD® 10.20-8a s/n 02202 © 2025 HydroCAD Software Solutions LLC Summary for Reach R2: Offsite East (Exist Pond) [40] Hint: Not Described (Outflow=Inflow) Inflow Area =1.020 ac, 84.57% Impervious, Inflow Depth > 1.28" for Snow 10-Day-100-Yr event Inflow = 0.14 cfs @ 121.34 hrs, Volume= 0.108 af Outflow = 0.14 cfs @ 121.34 hrs, Volume= 0.108 af, Atten= 0%, Lag= 0.0 min Routed to Reach Total : Total Site Area Routing by Stor-Ind method, Time Span= 0.00-240.00 hrs, dt= 0.01 hrs Reach R2: Offsite East (Exist Pond) Inflow Outflow Hydrograph Time (hours) 2402302202102001901801701601501401301201101009080706050403020100 Fl o w ( c f s ) 0.16 0.15 0.14 0.13 0.12 0.11 0.1 0.09 0.08 0.07 0.06 0.05 0.04 0.03 0.02 0.01 0 Inflow Area=1.020 ac 0.14 cfs 0.14 cfs Page 336 of 423 MN-RPBCWD_Snowmelt_10d_100_yr Snow 10-Day-100-Yr Rainfall=7.20"25007 PROPOSED Printed 6/7/2026Prepared by Civil Site Group Page 77HydroCAD® 10.20-8a s/n 02202 © 2025 HydroCAD Software Solutions LLC Hydrograph for Reach R2: Offsite East (Exist Pond) Time (hours) Inflow (cfs) Elevation (feet) Outflow (cfs) 0.00 0.00 0.00 5.00 0.00 0.00 10.00 0.00 0.00 15.00 0.00 0.00 20.00 0.00 0.00 25.00 0.00 0.00 30.00 0.00 0.00 35.00 0.00 0.00 40.00 0.00 0.00 45.00 0.00 0.00 50.00 0.00 0.00 55.00 0.00 0.00 60.00 0.00 0.00 65.00 0.00 0.00 70.00 0.00 0.00 75.00 0.00 0.00 80.00 0.00 0.00 85.00 0.00 0.00 90.00 0.00 0.00 95.00 0.00 0.00 100.00 0.00 0.00 105.00 0.00 0.00 110.00 0.00 0.00 115.00 0.00 0.00 120.00 0.13 0.13 125.00 0.07 0.07 130.00 0.03 0.03 135.00 0.02 0.02 140.00 0.01 0.01 145.00 0.01 0.01 150.00 0.01 0.01 155.00 0.00 0.00 160.00 0.00 0.00 165.00 0.00 0.00 170.00 0.00 0.00 175.00 0.00 0.00 180.00 0.00 0.00 185.00 0.00 0.00 190.00 0.00 0.00 195.00 0.00 0.00 200.00 0.00 0.00 205.00 0.00 0.00 210.00 0.00 0.00 215.00 0.00 0.00 220.00 0.00 0.00 225.00 0.00 0.00 230.00 0.00 0.00 235.00 0.00 0.00 240.00 0.00 0.00 Page 337 of 423 MN-RPBCWD_Snowmelt_10d_100_yr Snow 10-Day-100-Yr Rainfall=7.20"25007 PROPOSED Printed 6/7/2026Prepared by Civil Site Group Page 78HydroCAD® 10.20-8a s/n 02202 © 2025 HydroCAD Software Solutions LLC Summary for Reach Total: Total Site Area [40] Hint: Not Described (Outflow=Inflow) Inflow Area =1.618 ac, 85.52% Impervious, Inflow Depth > 3.08" for Snow 10-Day-100-Yr event Inflow = 0.25 cfs @ 121.31 hrs, Volume= 0.416 af Outflow = 0.25 cfs @ 121.31 hrs, Volume= 0.416 af, Atten= 0%, Lag= 0.0 min Routing by Stor-Ind method, Time Span= 0.00-240.00 hrs, dt= 0.01 hrs Reach Total: Total Site Area Inflow Outflow Hydrograph Time (hours) 2402302202102001901801701601501401301201101009080706050403020100 Fl o w ( c f s ) 0.26 0.24 0.22 0.2 0.18 0.16 0.14 0.12 0.1 0.08 0.06 0.04 0.02 0 Inflow Area=1.618 ac 0.25 cfs 0.25 cfs Page 338 of 423 MN-RPBCWD_Snowmelt_10d_100_yr Snow 10-Day-100-Yr Rainfall=7.20"25007 PROPOSED Printed 6/7/2026Prepared by Civil Site Group Page 79HydroCAD® 10.20-8a s/n 02202 © 2025 HydroCAD Software Solutions LLC Hydrograph for Reach Total: Total Site Area Time (hours) Inflow (cfs) Elevation (feet) Outflow (cfs) 0.00 0.00 0.00 5.00 0.00 0.00 10.00 0.00 0.00 15.00 0.01 0.01 20.00 0.01 0.01 25.00 0.01 0.01 30.00 0.01 0.01 35.00 0.01 0.01 40.00 0.01 0.01 45.00 0.01 0.01 50.00 0.01 0.01 55.00 0.01 0.01 60.00 0.01 0.01 65.00 0.01 0.01 70.00 0.01 0.01 75.00 0.01 0.01 80.00 0.01 0.01 85.00 0.02 0.02 90.00 0.02 0.02 95.00 0.02 0.02 100.00 0.02 0.02 105.00 0.02 0.02 110.00 0.03 0.03 115.00 0.04 0.04 120.00 0.22 0.22 125.00 0.12 0.12 130.00 0.06 0.06 135.00 0.04 0.04 140.00 0.03 0.03 145.00 0.03 0.03 150.00 0.02 0.02 155.00 0.02 0.02 160.00 0.02 0.02 165.00 0.02 0.02 170.00 0.01 0.01 175.00 0.01 0.01 180.00 0.01 0.01 185.00 0.01 0.01 190.00 0.01 0.01 195.00 0.01 0.01 200.00 0.01 0.01 205.00 0.01 0.01 210.00 0.01 0.01 215.00 0.01 0.01 220.00 0.01 0.01 225.00 0.01 0.01 230.00 0.01 0.01 235.00 0.01 0.01 240.00 0.01 0.01 Page 339 of 423 MN-RPBCWD_Snowmelt_10d_100_yr Snow 10-Day-100-Yr Rainfall=7.20"25007 PROPOSED Printed 6/7/2026Prepared by Civil Site Group Page 80HydroCAD® 10.20-8a s/n 02202 © 2025 HydroCAD Software Solutions LLC Summary for Pond 1P: Basin 1P - Und. Infiltration Sys. [92] Warning: Device #2 is above defined storage Inflow Area =0.922 ac, 92.84% Impervious, Inflow Depth > 6.52" for Snow 10-Day-100-Yr event Inflow = 0.16 cfs @ 121.28 hrs, Volume= 0.501 af Outflow = 0.16 cfs @ 121.34 hrs, Volume= 0.473 af, Atten= 1%, Lag= 3.6 min Discarded = 0.02 cfs @ 73.88 hrs, Volume= 0.375 af Primary = 0.14 cfs @ 121.34 hrs, Volume= 0.098 af Routed to Reach R2 : Offsite East (Exist Pond) Secondary = 0.00 cfs @ 0.00 hrs, Volume= 0.000 af Routed to Reach R2 : Offsite East (Exist Pond) Routing by Stor-Ind method, Time Span= 0.00-240.00 hrs, dt= 0.01 hrs Peak Elev= 827.82' @ 121.34 hrs Surf.Area= 1,146 sf Storage= 2,586 cf Plug-Flow detention time= 818.5 min calculated for 0.473 af (94% of inflow) Center-of-Mass det. time= 456.6 min ( 7,865.5 - 7,408.9 ) Volume Invert Avail.Storage Storage Description #1A 824.65'665 cf 12.50'W x 59.00'L x 5.50'H Field A 4,056 cf Overall - 2,394 cf Embedded = 1,662 cf x 40.0% Voids #2A 825.15' 2,303 cf StormTank 25 Series 48" x 133 Inside #1 Inside= 18.0"W x 48.0"H => 5.77 sf x 3.00'L = 17.3 cf Outside= 18.0"W x 48.0"H => 6.00 sf x 3.00'L = 18.0 cf 133 Chambers in 7 Rows #3B 824.65'301 cf 9.50'W x 43.00'L x 3.00'H Field B 1,226 cf Overall - 473 cf Embedded = 753 cf x 40.0% Voids #4B 825.15'451 cf StormTank 25 Series 18" x 70 Inside #3 Inside= 18.0"W x 18.0"H => 2.15 sf x 3.00'L = 6.4 cf Outside= 18.0"W x 18.0"H => 2.25 sf x 3.00'L = 6.8 cf 70 Chambers in 5 Rows 3,719 cf Total Available Storage Storage Group A created with Chamber Wizard Storage Group B created with Chamber Wizard Device Routing Invert Outlet Devices #1 Discarded 824.65'0.800 in/hr Exfiltration over Surface area #2 Secondary 832.25'5.0' long x 4.0' breadth EOF over curb Head (feet) 0.20 0.40 0.60 0.80 1.00 1.20 1.40 1.60 1.80 2.00 2.50 3.00 3.50 4.00 4.50 5.00 5.50 Coef. (English) 2.38 2.54 2.69 2.68 2.67 2.67 2.65 2.66 2.66 2.68 2.72 2.73 2.76 2.79 2.88 3.07 3.32 #3 Primary 827.65'18.0" Round 18'' Outlet Pipe L= 5.0' RCP, square edge headwall, Ke= 0.500 Inlet / Outlet Invert= 827.65' / 827.59' S= 0.0120 '/' Cc= 0.900 n= 0.010 PVC, smooth interior, Flow Area= 1.77 sf Page 340 of 423 MN-RPBCWD_Snowmelt_10d_100_yr Snow 10-Day-100-Yr Rainfall=7.20"25007 PROPOSED Printed 6/7/2026Prepared by Civil Site Group Page 81HydroCAD® 10.20-8a s/n 02202 © 2025 HydroCAD Software Solutions LLC Discarded OutFlow Max=0.02 cfs @ 73.88 hrs HW=824.73' (Free Discharge) 1=Exfiltration (Exfiltration Controls 0.02 cfs) Primary OutFlow Max=0.14 cfs @ 121.34 hrs HW=827.82' (Free Discharge) 3=18'' Outlet Pipe (Barrel Controls 0.14 cfs @ 1.87 fps) Secondary OutFlow Max=0.00 cfs @ 0.00 hrs HW=824.65' (Free Discharge) 2=EOF over curb ( Controls 0.00 cfs) Page 341 of 423 MN-RPBCWD_Snowmelt_10d_100_yr Snow 10-Day-100-Yr Rainfall=7.20"25007 PROPOSED Printed 6/7/2026Prepared by Civil Site Group Page 82HydroCAD® 10.20-8a s/n 02202 © 2025 HydroCAD Software Solutions LLC Pond 1P: Basin 1P - Und. Infiltration Sys. - Chamber Wizard Field A Chamber Model = StormTank 25 Series 48" (StormTank Module 25 Series) Inside= 18.0"W x 48.0"H => 5.77 sf x 3.00'L = 17.3 cf Outside= 18.0"W x 48.0"H => 6.00 sf x 3.00'L = 18.0 cf 19 Chambers/Row x 3.00' Long = 57.00' Row Length +12.0" End Stone x 2 = 59.00' Base Length 7 Rows x 18.0" Wide + 12.0" Side Stone x 2 = 12.50' Base Width 6.0" Stone Base + 48.0" Chamber Height + 12.0" Stone Cover = 5.50' Field Height 133 Chambers x 17.3 cf = 2,302.5 cf Chamber Storage 133 Chambers x 18.0 cf = 2,394.0 cf Displacement 4,056.3 cf Field - 2,394.0 cf Chambers = 1,662.3 cf Stone x 40.0% Voids = 664.9 cf Stone Storage Chamber Storage + Stone Storage = 2,967.4 cf = 0.068 af Overall Storage Efficiency = 73.2% Overall System Size = 59.00' x 12.50' x 5.50' 133 Chambers 150.2 cy Field 61.6 cy Stone Page 342 of 423 MN-RPBCWD_Snowmelt_10d_100_yr Snow 10-Day-100-Yr Rainfall=7.20"25007 PROPOSED Printed 6/7/2026Prepared by Civil Site Group Page 83HydroCAD® 10.20-8a s/n 02202 © 2025 HydroCAD Software Solutions LLC Pond 1P: Basin 1P - Und. Infiltration Sys. - Chamber Wizard Field B Chamber Model = StormTank 25 Series 18" (StormTank Module 25 Series) Inside= 18.0"W x 18.0"H => 2.15 sf x 3.00'L = 6.4 cf Outside= 18.0"W x 18.0"H => 2.25 sf x 3.00'L = 6.8 cf 14 Chambers/Row x 3.00' Long = 42.00' Row Length +6.0" End Stone x 2 = 43.00' Base Length 5 Rows x 18.0" Wide + 12.0" Side Stone x 2 = 9.50' Base Width 6.0" Stone Base + 18.0" Chamber Height + 12.0" Stone Cover = 3.00' Field Height 70 Chambers x 6.4 cf = 450.5 cf Chamber Storage 70 Chambers x 6.8 cf = 472.5 cf Displacement 1,225.5 cf Field - 472.5 cf Chambers = 753.0 cf Stone x 40.0% Voids = 301.2 cf Stone Storage Chamber Storage + Stone Storage = 751.7 cf = 0.017 af Overall Storage Efficiency = 61.3% Overall System Size = 43.00' x 9.50' x 3.00' 70 Chambers 45.4 cy Field 27.9 cy Stone Page 343 of 423 MN-RPBCWD_Snowmelt_10d_100_yr Snow 10-Day-100-Yr Rainfall=7.20"25007 PROPOSED Printed 6/7/2026Prepared by Civil Site Group Page 84HydroCAD® 10.20-8a s/n 02202 © 2025 HydroCAD Software Solutions LLC Pond 1P: Basin 1P - Und. Infiltration Sys. Inflow Outflow Discarded Primary Secondary Hydrograph Time (hours) 2402302202102001901801701601501401301201101009080706050403020100 Fl o w ( c f s ) 0.18 0.17 0.16 0.15 0.14 0.13 0.12 0.11 0.1 0.09 0.08 0.07 0.06 0.05 0.04 0.03 0.02 0.01 0 Inflow Area=0.922 ac Peak Elev=827.82' Storage=2,586 cf 0.16 cfs 0.16 cfs 0.02 cfs 0.14 cfs 0.00 cfs Pond 1P: Basin 1P - Und. Infiltration Sys. Surface Storage Stage-Area-Storage Storage (cubic-feet) 3,5003,0002,5002,0001,5001,0005000 Surface/Horizontal/Wetted Area (sq-ft) 1,1001,0009008007006005004003002001000 El e v a t i o n ( f e e t ) 832 831 830 829 828 827 826 825 Field A + Field B StormTank 25 Series 48" + StormTank 25 Series 18" Page 344 of 423 MN-RPBCWD_Snowmelt_10d_100_yr Snow 10-Day-100-Yr Rainfall=7.20"25007 PROPOSED Printed 6/7/2026Prepared by Civil Site Group Page 85HydroCAD® 10.20-8a s/n 02202 © 2025 HydroCAD Software Solutions LLC Hydrograph for Pond 1P: Basin 1P - Und. Infiltration Sys. Time (hours) Inflow (cfs) Storage (cubic-feet) Elevation (feet) Outflow (cfs) Discarded (cfs) Primary (cfs) Secondary (cfs) 0.00 0.00 0 824.65 0.00 0.00 0.00 0.00 5.00 0.00 0 824.65 0.00 0.00 0.00 0.00 10.00 0.01 10 824.67 0.01 0.01 0.00 0.00 15.00 0.01 16 824.68 0.01 0.01 0.00 0.00 20.00 0.01 19 824.69 0.01 0.01 0.00 0.00 25.00 0.01 22 824.70 0.01 0.01 0.00 0.00 30.00 0.01 24 824.70 0.01 0.01 0.00 0.00 35.00 0.02 25 824.70 0.02 0.02 0.00 0.00 40.00 0.02 26 824.71 0.02 0.02 0.00 0.00 45.00 0.02 27 824.71 0.02 0.02 0.00 0.00 50.00 0.02 29 824.71 0.02 0.02 0.00 0.00 55.00 0.02 30 824.72 0.02 0.02 0.00 0.00 60.00 0.02 31 824.72 0.02 0.02 0.00 0.00 65.00 0.02 32 824.72 0.02 0.02 0.00 0.00 70.00 0.02 34 824.72 0.02 0.02 0.00 0.00 75.00 0.02 36 824.73 0.02 0.02 0.00 0.00 80.00 0.02 54 824.77 0.02 0.02 0.00 0.00 85.00 0.02 99 824.87 0.02 0.02 0.00 0.00 90.00 0.03 184 825.05 0.02 0.02 0.00 0.00 95.00 0.03 309 825.23 0.02 0.02 0.00 0.00 100.00 0.03 456 825.38 0.02 0.02 0.00 0.00 105.00 0.04 704 825.64 0.02 0.02 0.00 0.00 110.00 0.04 1,071 826.02 0.02 0.02 0.00 0.00 115.00 0.06 1,582 826.55 0.02 0.02 0.00 0.00 120.00 0.15 2,580 827.81 0.15 0.02 0.13 0.00 125.00 0.08 2,550 827.76 0.09 0.02 0.07 0.00 130.00 0.05 2,520 827.72 0.05 0.02 0.03 0.00 135.00 0.04 2,510 827.70 0.04 0.02 0.02 0.00 140.00 0.03 2,504 827.69 0.03 0.02 0.01 0.00 145.00 0.03 2,498 827.68 0.03 0.02 0.01 0.00 150.00 0.03 2,494 827.68 0.03 0.02 0.01 0.00 155.00 0.02 2,489 827.67 0.03 0.02 0.00 0.00 160.00 0.02 2,484 827.66 0.02 0.02 0.00 0.00 165.00 0.02 2,481 827.66 0.02 0.02 0.00 0.00 170.00 0.02 2,475 827.65 0.02 0.02 0.00 0.00 175.00 0.02 2,454 827.62 0.02 0.02 0.00 0.00 180.00 0.02 2,420 827.58 0.02 0.02 0.00 0.00 185.00 0.02 2,380 827.53 0.02 0.02 0.00 0.00 190.00 0.02 2,332 827.47 0.02 0.02 0.00 0.00 195.00 0.02 2,270 827.39 0.02 0.02 0.00 0.00 200.00 0.02 2,197 827.30 0.02 0.02 0.00 0.00 205.00 0.02 2,112 827.19 0.02 0.02 0.00 0.00 210.00 0.02 2,014 827.07 0.02 0.02 0.00 0.00 215.00 0.01 1,905 826.93 0.02 0.02 0.00 0.00 220.00 0.01 1,787 826.78 0.02 0.02 0.00 0.00 225.00 0.01 1,659 826.63 0.02 0.02 0.00 0.00 230.00 0.01 1,520 826.48 0.02 0.02 0.00 0.00 235.00 0.01 1,367 826.32 0.02 0.02 0.00 0.00 240.00 0.01 1,201 826.15 0.02 0.02 0.00 0.00 Page 345 of 423 MN-RPBCWD_Snowmelt_10d_100_yr Snow 10-Day-100-Yr Rainfall=7.20"25007 PROPOSED Printed 6/7/2026Prepared by Civil Site Group Page 86HydroCAD® 10.20-8a s/n 02202 © 2025 HydroCAD Software Solutions LLC Stage-Area-Storage for Pond 1P: Basin 1P - Und. Infiltration Sys. Elevation (feet) Surface (sq-ft) Storage (cubic-feet) 824.65 1,146 0 824.75 1,146 46 824.85 1,146 92 824.95 1,146 138 825.05 1,146 183 825.15 1,146 229 825.25 1,146 326 825.35 1,146 423 825.45 1,146 520 825.55 1,146 617 825.65 1,146 714 825.75 1,146 811 825.85 1,146 907 825.95 1,146 1,004 826.05 1,146 1,101 826.15 1,146 1,198 826.25 1,146 1,295 826.35 1,146 1,392 826.45 1,146 1,489 826.55 1,146 1,586 826.65 1,146 1,683 826.75 1,146 1,762 826.85 1,146 1,842 826.95 1,146 1,921 827.05 1,146 2,001 827.15 1,146 2,080 827.25 1,146 2,159 827.35 1,146 2,239 827.45 1,146 2,318 827.55 1,146 2,398 827.65 1,146 2,477 827.75 1,146 2,540 827.85 1,146 2,604 827.95 1,146 2,667 828.05 1,146 2,730 828.15 1,146 2,793 828.25 1,146 2,856 828.35 1,146 2,919 828.45 1,146 2,982 828.55 1,146 3,045 828.65 1,146 3,109 828.75 1,146 3,172 828.85 1,146 3,235 828.95 1,146 3,298 829.05 1,146 3,361 829.15 1,146 3,424 829.25 1,146 3,454 829.35 1,146 3,483 829.45 1,146 3,513 829.55 1,146 3,542 829.65 1,146 3,572 829.75 1,146 3,601 Elevation (feet) Surface (sq-ft) Storage (cubic-feet) 829.85 1,146 3,631 829.95 1,146 3,660 830.05 1,146 3,690 830.15 1,146 3,719 830.25 1,146 3,719 830.35 1,146 3,719 830.45 1,146 3,719 830.55 1,146 3,719 830.65 1,146 3,719 830.75 1,146 3,719 830.85 1,146 3,719 830.95 1,146 3,719 831.05 1,146 3,719 831.15 1,146 3,719 831.25 1,146 3,719 831.35 1,146 3,719 831.45 1,146 3,719 831.55 1,146 3,719 831.65 1,146 3,719 831.75 1,146 3,719 831.85 1,146 3,719 831.95 1,146 3,719 832.05 1,146 3,719 832.15 1,146 3,719 832.25 1,146 3,719 Page 346 of 423 MSE 24-hr 3 WQL - 1.0'' Event Rainfall=1.00"25007 PROPOSED Printed 6/7/2026Prepared by Civil Site Group Page 87HydroCAD® 10.20-8a s/n 02202 © 2025 HydroCAD Software Solutions LLC Time span=0.00-240.00 hrs, dt=0.01 hrs, 24001 points Runoff by SCS TR-20 method, UH=SCS, Weighted-Q Reach routing by Stor-Ind method - Pond routing by Stor-Ind method Runoff Area=26,040 sf 87.14% Impervious Runoff Depth=0.69"Subcatchment PR1: PR1 - Drains west to Tc=7.0 min CN=WQ Runoff=0.68 cfs 0.034 af Runoff Area=40,161 sf 92.84% Impervious Runoff Depth=0.73"Subcatchment PR2A: PR2A - Drains to Tc=7.0 min CN=WQ Runoff=1.12 cfs 0.056 af Runoff Area=4,265 sf 6.75% Impervious Runoff Depth=0.05"Subcatchment PR2B: PR2B - Drains east to Tc=7.0 min CN=WQ Runoff=0.01 cfs 0.000 af Inflow=0.68 cfs 0.034 afReach R1: Camden Ave N Outflow=0.68 cfs 0.034 af Inflow=0.01 cfs 0.000 afReach R2: Offsite East (Exist Pond) Outflow=0.01 cfs 0.000 af Inflow=0.69 cfs 0.035 afReach Total: Total Site Area Outflow=0.69 cfs 0.035 af Peak Elev=826.68' Storage=1,703 cf Inflow=1.12 cfs 0.056 afPond 1P: Basin 1P - Und. Infiltration Sys. Discarded=0.02 cfs 0.056 af Primary=0.00 cfs 0.000 af Secondary=0.00 cfs 0.000 af Outflow=0.02 cfs 0.056 af Total Runoff Area = 1.618 ac Runoff Volume = 0.091 af Average Runoff Depth = 0.68" 14.48% Pervious = 0.234 ac 85.52% Impervious = 1.383 ac Page 347 of 423 MSE 24-hr 3 WQL - 1.0'' Event Rainfall=1.00"25007 PROPOSED Printed 6/7/2026Prepared by Civil Site Group Page 88HydroCAD® 10.20-8a s/n 02202 © 2025 HydroCAD Software Solutions LLC Summary for Subcatchment PR1: PR1 - Drains west to Camden Ave N Runoff = 0.68 cfs @ 12.14 hrs, Volume= 0.034 af, Depth= 0.69" Routed to Reach R1 : Camden Ave N Runoff by SCS TR-20 method, UH=SCS, Weighted-Q, Time Span= 0.00-240.00 hrs, dt= 0.01 hrs MSE 24-hr 3 WQL - 1.0'' Event Rainfall=1.00" Area (sf)CN Description 22,691 98 Paved parking, HSG A 3,349 39 >75% Grass cover, Good, HSG A 26,040 Weighted Average 3,349 12.86% Pervious Area 22,691 87.14% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 7.0 Direct Entry, Subcatchment PR1: PR1 - Drains west to Camden Ave N Runoff Hydrograph Time (hours) 2402302202102001901801701601501401301201101009080706050403020100 Fl o w ( c f s ) 0.75 0.7 0.65 0.6 0.55 0.5 0.45 0.4 0.35 0.3 0.25 0.2 0.15 0.1 0.05 0 MSE 24-hr 3 WQL - 1.0'' Event Rainfall=1.00" Runoff Area=26,040 sf Runoff Volume=0.034 af Runoff Depth=0.69" Tc=7.0 min CN=WQ 0.68 cfs Page 348 of 423 MSE 24-hr 3 WQL - 1.0'' Event Rainfall=1.00"25007 PROPOSED Printed 6/7/2026Prepared by Civil Site Group Page 89HydroCAD® 10.20-8a s/n 02202 © 2025 HydroCAD Software Solutions LLC Hydrograph for Subcatchment PR1: PR1 - Drains west to Camden Ave N Time (hours) Precip. (inches) Excess (inches) Runoff (cfs) 0.00 0.00 0.00 0.00 5.00 0.04 0.00 0.00 10.00 0.14 0.00 0.01 15.00 0.90 0.25 0.02 20.00 0.97 0.30 0.01 25.00 1.00 0.32 0.00 30.00 1.00 0.32 0.00 35.00 1.00 0.32 0.00 40.00 1.00 0.32 0.00 45.00 1.00 0.32 0.00 50.00 1.00 0.32 0.00 55.00 1.00 0.32 0.00 60.00 1.00 0.32 0.00 65.00 1.00 0.32 0.00 70.00 1.00 0.32 0.00 75.00 1.00 0.32 0.00 80.00 1.00 0.32 0.00 85.00 1.00 0.32 0.00 90.00 1.00 0.32 0.00 95.00 1.00 0.32 0.00 100.00 1.00 0.32 0.00 105.00 1.00 0.32 0.00 110.00 1.00 0.32 0.00 115.00 1.00 0.32 0.00 120.00 1.00 0.32 0.00 125.00 1.00 0.32 0.00 130.00 1.00 0.32 0.00 135.00 1.00 0.32 0.00 140.00 1.00 0.32 0.00 145.00 1.00 0.32 0.00 150.00 1.00 0.32 0.00 155.00 1.00 0.32 0.00 160.00 1.00 0.32 0.00 165.00 1.00 0.32 0.00 170.00 1.00 0.32 0.00 175.00 1.00 0.32 0.00 180.00 1.00 0.32 0.00 185.00 1.00 0.32 0.00 190.00 1.00 0.32 0.00 195.00 1.00 0.32 0.00 200.00 1.00 0.32 0.00 205.00 1.00 0.32 0.00 210.00 1.00 0.32 0.00 215.00 1.00 0.32 0.00 220.00 1.00 0.32 0.00 225.00 1.00 0.32 0.00 230.00 1.00 0.32 0.00 235.00 1.00 0.32 0.00 240.00 1.00 0.32 0.00 Page 349 of 423 MSE 24-hr 3 WQL - 1.0'' Event Rainfall=1.00"25007 PROPOSED Printed 6/7/2026Prepared by Civil Site Group Page 90HydroCAD® 10.20-8a s/n 02202 © 2025 HydroCAD Software Solutions LLC Summary for Subcatchment PR2A: PR2A - Drains to Und. Sys. then east to exist pond Runoff = 1.12 cfs @ 12.14 hrs, Volume= 0.056 af, Depth= 0.73" Routed to Pond 1P : Basin 1P - Und. Infiltration Sys. Runoff by SCS TR-20 method, UH=SCS, Weighted-Q, Time Span= 0.00-240.00 hrs, dt= 0.01 hrs MSE 24-hr 3 WQL - 1.0'' Event Rainfall=1.00" Area (sf)CN Description 37,284 98 Paved parking, HSG A 2,877 39 >75% Grass cover, Good, HSG A 40,161 Weighted Average 2,877 7.16% Pervious Area 37,284 92.84% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 7.0 Direct Entry, Subcatchment PR2A: PR2A - Drains to Und. Sys. then east to exist pond Runoff Hydrograph Time (hours) 2402302202102001901801701601501401301201101009080706050403020100 Fl o w ( c f s ) 1 0 MSE 24-hr 3 WQL - 1.0'' Event Rainfall=1.00" Runoff Area=40,161 sf Runoff Volume=0.056 af Runoff Depth=0.73" Tc=7.0 min CN=WQ 1.12 cfs Page 350 of 423 MSE 24-hr 3 WQL - 1.0'' Event Rainfall=1.00"25007 PROPOSED Printed 6/7/2026Prepared by Civil Site Group Page 91HydroCAD® 10.20-8a s/n 02202 © 2025 HydroCAD Software Solutions LLC Hydrograph for Subcatchment PR2A: PR2A - Drains to Und. Sys. then east to exist pond Time (hours) Precip. (inches) Excess (inches) Runoff (cfs) 0.00 0.00 0.00 0.00 5.00 0.04 0.00 0.00 10.00 0.14 0.00 0.02 15.00 0.90 0.42 0.03 20.00 0.97 0.48 0.01 25.00 1.00 0.50 0.00 30.00 1.00 0.50 0.00 35.00 1.00 0.50 0.00 40.00 1.00 0.50 0.00 45.00 1.00 0.50 0.00 50.00 1.00 0.50 0.00 55.00 1.00 0.50 0.00 60.00 1.00 0.50 0.00 65.00 1.00 0.50 0.00 70.00 1.00 0.50 0.00 75.00 1.00 0.50 0.00 80.00 1.00 0.50 0.00 85.00 1.00 0.50 0.00 90.00 1.00 0.50 0.00 95.00 1.00 0.50 0.00 100.00 1.00 0.50 0.00 105.00 1.00 0.50 0.00 110.00 1.00 0.50 0.00 115.00 1.00 0.50 0.00 120.00 1.00 0.50 0.00 125.00 1.00 0.50 0.00 130.00 1.00 0.50 0.00 135.00 1.00 0.50 0.00 140.00 1.00 0.50 0.00 145.00 1.00 0.50 0.00 150.00 1.00 0.50 0.00 155.00 1.00 0.50 0.00 160.00 1.00 0.50 0.00 165.00 1.00 0.50 0.00 170.00 1.00 0.50 0.00 175.00 1.00 0.50 0.00 180.00 1.00 0.50 0.00 185.00 1.00 0.50 0.00 190.00 1.00 0.50 0.00 195.00 1.00 0.50 0.00 200.00 1.00 0.50 0.00 205.00 1.00 0.50 0.00 210.00 1.00 0.50 0.00 215.00 1.00 0.50 0.00 220.00 1.00 0.50 0.00 225.00 1.00 0.50 0.00 230.00 1.00 0.50 0.00 235.00 1.00 0.50 0.00 240.00 1.00 0.50 0.00 Page 351 of 423 MSE 24-hr 3 WQL - 1.0'' Event Rainfall=1.00"25007 PROPOSED Printed 6/7/2026Prepared by Civil Site Group Page 92HydroCAD® 10.20-8a s/n 02202 © 2025 HydroCAD Software Solutions LLC Summary for Subcatchment PR2B: PR2B - Drains east to exist pond Runoff = 0.01 cfs @ 12.14 hrs, Volume= 0.000 af, Depth= 0.05" Routed to Reach R2 : Offsite East (Exist Pond) Runoff by SCS TR-20 method, UH=SCS, Weighted-Q, Time Span= 0.00-240.00 hrs, dt= 0.01 hrs MSE 24-hr 3 WQL - 1.0'' Event Rainfall=1.00" Area (sf)CN Description 288 98 Paved parking, HSG A 3,977 39 >75% Grass cover, Good, HSG A 4,265 Weighted Average 3,977 93.25% Pervious Area 288 6.75% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 7.0 Direct Entry, Subcatchment PR2B: PR2B - Drains east to exist pond Runoff Hydrograph Time (hours) 2402302202102001901801701601501401301201101009080706050403020100 Fl o w ( c f s ) 0.009 0.009 0.008 0.008 0.007 0.007 0.006 0.006 0.005 0.005 0.004 0.004 0.003 0.003 0.002 0.002 0.001 0.001 0.000 0 MSE 24-hr 3 WQL - 1.0'' Event Rainfall=1.00" Runoff Area=4,265 sf Runoff Volume=0.000 af Runoff Depth=0.05" Tc=7.0 min CN=WQ 0.01 cfs Page 352 of 423 MSE 24-hr 3 WQL - 1.0'' Event Rainfall=1.00"25007 PROPOSED Printed 6/7/2026Prepared by Civil Site Group Page 93HydroCAD® 10.20-8a s/n 02202 © 2025 HydroCAD Software Solutions LLC Hydrograph for Subcatchment PR2B: PR2B - Drains east to exist pond Time (hours) Precip. (inches) Excess (inches) Runoff (cfs) 0.00 0.00 0.00 0.00 5.00 0.04 0.00 0.00 10.00 0.14 0.00 0.00 15.00 0.90 0.00 0.00 20.00 0.97 0.00 0.00 25.00 1.00 0.00 0.00 30.00 1.00 0.00 0.00 35.00 1.00 0.00 0.00 40.00 1.00 0.00 0.00 45.00 1.00 0.00 0.00 50.00 1.00 0.00 0.00 55.00 1.00 0.00 0.00 60.00 1.00 0.00 0.00 65.00 1.00 0.00 0.00 70.00 1.00 0.00 0.00 75.00 1.00 0.00 0.00 80.00 1.00 0.00 0.00 85.00 1.00 0.00 0.00 90.00 1.00 0.00 0.00 95.00 1.00 0.00 0.00 100.00 1.00 0.00 0.00 105.00 1.00 0.00 0.00 110.00 1.00 0.00 0.00 115.00 1.00 0.00 0.00 120.00 1.00 0.00 0.00 125.00 1.00 0.00 0.00 130.00 1.00 0.00 0.00 135.00 1.00 0.00 0.00 140.00 1.00 0.00 0.00 145.00 1.00 0.00 0.00 150.00 1.00 0.00 0.00 155.00 1.00 0.00 0.00 160.00 1.00 0.00 0.00 165.00 1.00 0.00 0.00 170.00 1.00 0.00 0.00 175.00 1.00 0.00 0.00 180.00 1.00 0.00 0.00 185.00 1.00 0.00 0.00 190.00 1.00 0.00 0.00 195.00 1.00 0.00 0.00 200.00 1.00 0.00 0.00 205.00 1.00 0.00 0.00 210.00 1.00 0.00 0.00 215.00 1.00 0.00 0.00 220.00 1.00 0.00 0.00 225.00 1.00 0.00 0.00 230.00 1.00 0.00 0.00 235.00 1.00 0.00 0.00 240.00 1.00 0.00 0.00 Page 353 of 423 MSE 24-hr 3 WQL - 1.0'' Event Rainfall=1.00"25007 PROPOSED Printed 6/7/2026Prepared by Civil Site Group Page 94HydroCAD® 10.20-8a s/n 02202 © 2025 HydroCAD Software Solutions LLC Summary for Reach R1: Camden Ave N [40] Hint: Not Described (Outflow=Inflow) Inflow Area =0.598 ac, 87.14% Impervious, Inflow Depth = 0.69" for WQL - 1.0'' Event event Inflow = 0.68 cfs @ 12.14 hrs, Volume= 0.034 af Outflow = 0.68 cfs @ 12.14 hrs, Volume= 0.034 af, Atten= 0%, Lag= 0.0 min Routed to Reach Total : Total Site Area Routing by Stor-Ind method, Time Span= 0.00-240.00 hrs, dt= 0.01 hrs Reach R1: Camden Ave N Inflow Outflow Hydrograph Time (hours) 2402302202102001901801701601501401301201101009080706050403020100 Fl o w ( c f s ) 0.75 0.7 0.65 0.6 0.55 0.5 0.45 0.4 0.35 0.3 0.25 0.2 0.15 0.1 0.05 0 Inflow Area=0.598 ac 0.68 cfs 0.68 cfs Page 354 of 423 MSE 24-hr 3 WQL - 1.0'' Event Rainfall=1.00"25007 PROPOSED Printed 6/7/2026Prepared by Civil Site Group Page 95HydroCAD® 10.20-8a s/n 02202 © 2025 HydroCAD Software Solutions LLC Hydrograph for Reach R1: Camden Ave N Time (hours) Inflow (cfs) Elevation (feet) Outflow (cfs) 0.00 0.00 0.00 5.00 0.00 0.00 10.00 0.01 0.01 15.00 0.02 0.02 20.00 0.01 0.01 25.00 0.00 0.00 30.00 0.00 0.00 35.00 0.00 0.00 40.00 0.00 0.00 45.00 0.00 0.00 50.00 0.00 0.00 55.00 0.00 0.00 60.00 0.00 0.00 65.00 0.00 0.00 70.00 0.00 0.00 75.00 0.00 0.00 80.00 0.00 0.00 85.00 0.00 0.00 90.00 0.00 0.00 95.00 0.00 0.00 100.00 0.00 0.00 105.00 0.00 0.00 110.00 0.00 0.00 115.00 0.00 0.00 120.00 0.00 0.00 125.00 0.00 0.00 130.00 0.00 0.00 135.00 0.00 0.00 140.00 0.00 0.00 145.00 0.00 0.00 150.00 0.00 0.00 155.00 0.00 0.00 160.00 0.00 0.00 165.00 0.00 0.00 170.00 0.00 0.00 175.00 0.00 0.00 180.00 0.00 0.00 185.00 0.00 0.00 190.00 0.00 0.00 195.00 0.00 0.00 200.00 0.00 0.00 205.00 0.00 0.00 210.00 0.00 0.00 215.00 0.00 0.00 220.00 0.00 0.00 225.00 0.00 0.00 230.00 0.00 0.00 235.00 0.00 0.00 240.00 0.00 0.00 Page 355 of 423 MSE 24-hr 3 WQL - 1.0'' Event Rainfall=1.00"25007 PROPOSED Printed 6/7/2026Prepared by Civil Site Group Page 96HydroCAD® 10.20-8a s/n 02202 © 2025 HydroCAD Software Solutions LLC Summary for Reach R2: Offsite East (Exist Pond) [40] Hint: Not Described (Outflow=Inflow) Inflow Area =1.020 ac, 84.57% Impervious, Inflow Depth = 0.01" for WQL - 1.0'' Event event Inflow = 0.01 cfs @ 12.14 hrs, Volume= 0.000 af Outflow = 0.01 cfs @ 12.14 hrs, Volume= 0.000 af, Atten= 0%, Lag= 0.0 min Routed to Reach Total : Total Site Area Routing by Stor-Ind method, Time Span= 0.00-240.00 hrs, dt= 0.01 hrs Reach R2: Offsite East (Exist Pond) Inflow Outflow Hydrograph Time (hours) 2402302202102001901801701601501401301201101009080706050403020100 Fl o w ( c f s ) 0.009 0.009 0.008 0.008 0.007 0.007 0.006 0.006 0.005 0.005 0.004 0.004 0.003 0.003 0.002 0.002 0.001 0.001 0.000 0 Inflow Area=1.020 ac 0.01 cfs 0.01 cfs Page 356 of 423 MSE 24-hr 3 WQL - 1.0'' Event Rainfall=1.00"25007 PROPOSED Printed 6/7/2026Prepared by Civil Site Group Page 97HydroCAD® 10.20-8a s/n 02202 © 2025 HydroCAD Software Solutions LLC Hydrograph for Reach R2: Offsite East (Exist Pond) Time (hours) Inflow (cfs) Elevation (feet) Outflow (cfs) 0.00 0.00 0.00 5.00 0.00 0.00 10.00 0.00 0.00 15.00 0.00 0.00 20.00 0.00 0.00 25.00 0.00 0.00 30.00 0.00 0.00 35.00 0.00 0.00 40.00 0.00 0.00 45.00 0.00 0.00 50.00 0.00 0.00 55.00 0.00 0.00 60.00 0.00 0.00 65.00 0.00 0.00 70.00 0.00 0.00 75.00 0.00 0.00 80.00 0.00 0.00 85.00 0.00 0.00 90.00 0.00 0.00 95.00 0.00 0.00 100.00 0.00 0.00 105.00 0.00 0.00 110.00 0.00 0.00 115.00 0.00 0.00 120.00 0.00 0.00 125.00 0.00 0.00 130.00 0.00 0.00 135.00 0.00 0.00 140.00 0.00 0.00 145.00 0.00 0.00 150.00 0.00 0.00 155.00 0.00 0.00 160.00 0.00 0.00 165.00 0.00 0.00 170.00 0.00 0.00 175.00 0.00 0.00 180.00 0.00 0.00 185.00 0.00 0.00 190.00 0.00 0.00 195.00 0.00 0.00 200.00 0.00 0.00 205.00 0.00 0.00 210.00 0.00 0.00 215.00 0.00 0.00 220.00 0.00 0.00 225.00 0.00 0.00 230.00 0.00 0.00 235.00 0.00 0.00 240.00 0.00 0.00 Page 357 of 423 MSE 24-hr 3 WQL - 1.0'' Event Rainfall=1.00"25007 PROPOSED Printed 6/7/2026Prepared by Civil Site Group Page 98HydroCAD® 10.20-8a s/n 02202 © 2025 HydroCAD Software Solutions LLC Summary for Reach Total: Total Site Area [40] Hint: Not Described (Outflow=Inflow) Inflow Area =1.618 ac, 85.52% Impervious, Inflow Depth = 0.26" for WQL - 1.0'' Event event Inflow = 0.69 cfs @ 12.14 hrs, Volume= 0.035 af Outflow = 0.69 cfs @ 12.14 hrs, Volume= 0.035 af, Atten= 0%, Lag= 0.0 min Routing by Stor-Ind method, Time Span= 0.00-240.00 hrs, dt= 0.01 hrs Reach Total: Total Site Area Inflow Outflow Hydrograph Time (hours) 2402302202102001901801701601501401301201101009080706050403020100 Fl o w ( c f s ) 0.75 0.7 0.65 0.6 0.55 0.5 0.45 0.4 0.35 0.3 0.25 0.2 0.15 0.1 0.05 0 Inflow Area=1.618 ac 0.69 cfs 0.69 cfs Page 358 of 423 MSE 24-hr 3 WQL - 1.0'' Event Rainfall=1.00"25007 PROPOSED Printed 6/7/2026Prepared by Civil Site Group Page 99HydroCAD® 10.20-8a s/n 02202 © 2025 HydroCAD Software Solutions LLC Hydrograph for Reach Total: Total Site Area Time (hours) Inflow (cfs) Elevation (feet) Outflow (cfs) 0.00 0.00 0.00 5.00 0.00 0.00 10.00 0.01 0.01 15.00 0.02 0.02 20.00 0.01 0.01 25.00 0.00 0.00 30.00 0.00 0.00 35.00 0.00 0.00 40.00 0.00 0.00 45.00 0.00 0.00 50.00 0.00 0.00 55.00 0.00 0.00 60.00 0.00 0.00 65.00 0.00 0.00 70.00 0.00 0.00 75.00 0.00 0.00 80.00 0.00 0.00 85.00 0.00 0.00 90.00 0.00 0.00 95.00 0.00 0.00 100.00 0.00 0.00 105.00 0.00 0.00 110.00 0.00 0.00 115.00 0.00 0.00 120.00 0.00 0.00 125.00 0.00 0.00 130.00 0.00 0.00 135.00 0.00 0.00 140.00 0.00 0.00 145.00 0.00 0.00 150.00 0.00 0.00 155.00 0.00 0.00 160.00 0.00 0.00 165.00 0.00 0.00 170.00 0.00 0.00 175.00 0.00 0.00 180.00 0.00 0.00 185.00 0.00 0.00 190.00 0.00 0.00 195.00 0.00 0.00 200.00 0.00 0.00 205.00 0.00 0.00 210.00 0.00 0.00 215.00 0.00 0.00 220.00 0.00 0.00 225.00 0.00 0.00 230.00 0.00 0.00 235.00 0.00 0.00 240.00 0.00 0.00 Page 359 of 423 MSE 24-hr 3 WQL - 1.0'' Event Rainfall=1.00"25007 PROPOSED Printed 6/7/2026Prepared by Civil Site Group Page 100HydroCAD® 10.20-8a s/n 02202 © 2025 HydroCAD Software Solutions LLC Summary for Pond 1P: Basin 1P - Und. Infiltration Sys. [92] Warning: Device #2 is above defined storage Inflow Area =0.922 ac, 92.84% Impervious, Inflow Depth = 0.73" for WQL - 1.0'' Event event Inflow = 1.12 cfs @ 12.14 hrs, Volume= 0.056 af Outflow = 0.02 cfs @ 10.76 hrs, Volume= 0.056 af, Atten= 98%, Lag= 0.0 min Discarded = 0.02 cfs @ 10.76 hrs, Volume= 0.056 af Primary = 0.00 cfs @ 0.00 hrs, Volume= 0.000 af Routed to Reach R2 : Offsite East (Exist Pond) Secondary = 0.00 cfs @ 0.00 hrs, Volume= 0.000 af Routed to Reach R2 : Offsite East (Exist Pond) Routing by Stor-Ind method, Time Span= 0.00-240.00 hrs, dt= 0.01 hrs Peak Elev= 826.68' @ 15.11 hrs Surf.Area= 1,146 sf Storage= 1,703 cf Plug-Flow detention time= 744.6 min calculated for 0.056 af (100% of inflow) Center-of-Mass det. time= 744.6 min ( 1,521.0 - 776.4 ) Volume Invert Avail.Storage Storage Description #1A 824.65'665 cf 12.50'W x 59.00'L x 5.50'H Field A 4,056 cf Overall - 2,394 cf Embedded = 1,662 cf x 40.0% Voids #2A 825.15' 2,303 cf StormTank 25 Series 48" x 133 Inside #1 Inside= 18.0"W x 48.0"H => 5.77 sf x 3.00'L = 17.3 cf Outside= 18.0"W x 48.0"H => 6.00 sf x 3.00'L = 18.0 cf 133 Chambers in 7 Rows #3B 824.65'301 cf 9.50'W x 43.00'L x 3.00'H Field B 1,226 cf Overall - 473 cf Embedded = 753 cf x 40.0% Voids #4B 825.15'451 cf StormTank 25 Series 18" x 70 Inside #3 Inside= 18.0"W x 18.0"H => 2.15 sf x 3.00'L = 6.4 cf Outside= 18.0"W x 18.0"H => 2.25 sf x 3.00'L = 6.8 cf 70 Chambers in 5 Rows 3,719 cf Total Available Storage Storage Group A created with Chamber Wizard Storage Group B created with Chamber Wizard Device Routing Invert Outlet Devices #1 Discarded 824.65'0.800 in/hr Exfiltration over Surface area #2 Secondary 832.25'5.0' long x 4.0' breadth EOF over curb Head (feet) 0.20 0.40 0.60 0.80 1.00 1.20 1.40 1.60 1.80 2.00 2.50 3.00 3.50 4.00 4.50 5.00 5.50 Coef. (English) 2.38 2.54 2.69 2.68 2.67 2.67 2.65 2.66 2.66 2.68 2.72 2.73 2.76 2.79 2.88 3.07 3.32 #3 Primary 827.65'18.0" Round 18'' Outlet Pipe L= 5.0' RCP, square edge headwall, Ke= 0.500 Inlet / Outlet Invert= 827.65' / 827.59' S= 0.0120 '/' Cc= 0.900 n= 0.010 PVC, smooth interior, Flow Area= 1.77 sf Page 360 of 423 MSE 24-hr 3 WQL - 1.0'' Event Rainfall=1.00"25007 PROPOSED Printed 6/7/2026Prepared by Civil Site Group Page 101HydroCAD® 10.20-8a s/n 02202 © 2025 HydroCAD Software Solutions LLC Discarded OutFlow Max=0.02 cfs @ 10.76 hrs HW=824.73' (Free Discharge) 1=Exfiltration (Exfiltration Controls 0.02 cfs) Primary OutFlow Max=0.00 cfs @ 0.00 hrs HW=824.65' (Free Discharge) 3=18'' Outlet Pipe ( Controls 0.00 cfs) Secondary OutFlow Max=0.00 cfs @ 0.00 hrs HW=824.65' (Free Discharge) 2=EOF over curb ( Controls 0.00 cfs) Page 361 of 423 MSE 24-hr 3 WQL - 1.0'' Event Rainfall=1.00"25007 PROPOSED Printed 6/7/2026Prepared by Civil Site Group Page 102HydroCAD® 10.20-8a s/n 02202 © 2025 HydroCAD Software Solutions LLC Pond 1P: Basin 1P - Und. Infiltration Sys. - Chamber Wizard Field A Chamber Model = StormTank 25 Series 48" (StormTank Module 25 Series) Inside= 18.0"W x 48.0"H => 5.77 sf x 3.00'L = 17.3 cf Outside= 18.0"W x 48.0"H => 6.00 sf x 3.00'L = 18.0 cf 19 Chambers/Row x 3.00' Long = 57.00' Row Length +12.0" End Stone x 2 = 59.00' Base Length 7 Rows x 18.0" Wide + 12.0" Side Stone x 2 = 12.50' Base Width 6.0" Stone Base + 48.0" Chamber Height + 12.0" Stone Cover = 5.50' Field Height 133 Chambers x 17.3 cf = 2,302.5 cf Chamber Storage 133 Chambers x 18.0 cf = 2,394.0 cf Displacement 4,056.3 cf Field - 2,394.0 cf Chambers = 1,662.3 cf Stone x 40.0% Voids = 664.9 cf Stone Storage Chamber Storage + Stone Storage = 2,967.4 cf = 0.068 af Overall Storage Efficiency = 73.2% Overall System Size = 59.00' x 12.50' x 5.50' 133 Chambers 150.2 cy Field 61.6 cy Stone Page 362 of 423 MSE 24-hr 3 WQL - 1.0'' Event Rainfall=1.00"25007 PROPOSED Printed 6/7/2026Prepared by Civil Site Group Page 103HydroCAD® 10.20-8a s/n 02202 © 2025 HydroCAD Software Solutions LLC Pond 1P: Basin 1P - Und. Infiltration Sys. - Chamber Wizard Field B Chamber Model = StormTank 25 Series 18" (StormTank Module 25 Series) Inside= 18.0"W x 18.0"H => 2.15 sf x 3.00'L = 6.4 cf Outside= 18.0"W x 18.0"H => 2.25 sf x 3.00'L = 6.8 cf 14 Chambers/Row x 3.00' Long = 42.00' Row Length +6.0" End Stone x 2 = 43.00' Base Length 5 Rows x 18.0" Wide + 12.0" Side Stone x 2 = 9.50' Base Width 6.0" Stone Base + 18.0" Chamber Height + 12.0" Stone Cover = 3.00' Field Height 70 Chambers x 6.4 cf = 450.5 cf Chamber Storage 70 Chambers x 6.8 cf = 472.5 cf Displacement 1,225.5 cf Field - 472.5 cf Chambers = 753.0 cf Stone x 40.0% Voids = 301.2 cf Stone Storage Chamber Storage + Stone Storage = 751.7 cf = 0.017 af Overall Storage Efficiency = 61.3% Overall System Size = 43.00' x 9.50' x 3.00' 70 Chambers 45.4 cy Field 27.9 cy Stone Page 363 of 423 MSE 24-hr 3 WQL - 1.0'' Event Rainfall=1.00"25007 PROPOSED Printed 6/7/2026Prepared by Civil Site Group Page 104HydroCAD® 10.20-8a s/n 02202 © 2025 HydroCAD Software Solutions LLC Pond 1P: Basin 1P - Und. Infiltration Sys. Inflow Outflow Discarded Primary Secondary Hydrograph Time (hours) 2402302202102001901801701601501401301201101009080706050403020100 Fl o w ( c f s ) 1 0 Inflow Area=0.922 ac Peak Elev=826.68' Storage=1,703 cf 1.12 cfs 0.02 cfs 0.02 cfs 0.00 cfs 0.00 cfs Pond 1P: Basin 1P - Und. Infiltration Sys. Surface Storage Stage-Area-Storage Storage (cubic-feet) 3,5003,0002,5002,0001,5001,0005000 Surface/Horizontal/Wetted Area (sq-ft) 1,1001,0009008007006005004003002001000 El e v a t i o n ( f e e t ) 832 831 830 829 828 827 826 825 Field A + Field B StormTank 25 Series 48" + StormTank 25 Series 18" Page 364 of 423 MSE 24-hr 3 WQL - 1.0'' Event Rainfall=1.00"25007 PROPOSED Printed 6/7/2026Prepared by Civil Site Group Page 105HydroCAD® 10.20-8a s/n 02202 © 2025 HydroCAD Software Solutions LLC Hydrograph for Pond 1P: Basin 1P - Und. Infiltration Sys. Time (hours) Inflow (cfs) Storage (cubic-feet) Elevation (feet) Outflow (cfs) Discarded (cfs) Primary (cfs) Secondary (cfs) 0.00 0.00 0 824.65 0.00 0.00 0.00 0.00 5.00 0.00 0 824.65 0.00 0.00 0.00 0.00 10.00 0.02 22 824.70 0.01 0.01 0.00 0.00 15.00 0.03 1,701 826.67 0.02 0.02 0.00 0.00 20.00 0.01 1,557 826.52 0.02 0.02 0.00 0.00 25.00 0.00 1,257 826.21 0.02 0.02 0.00 0.00 30.00 0.00 875 825.82 0.02 0.02 0.00 0.00 35.00 0.00 493 825.42 0.02 0.02 0.00 0.00 40.00 0.00 111 824.89 0.02 0.02 0.00 0.00 45.00 0.00 0 824.65 0.00 0.00 0.00 0.00 50.00 0.00 0 824.65 0.00 0.00 0.00 0.00 55.00 0.00 0 824.65 0.00 0.00 0.00 0.00 60.00 0.00 0 824.65 0.00 0.00 0.00 0.00 65.00 0.00 0 824.65 0.00 0.00 0.00 0.00 70.00 0.00 0 824.65 0.00 0.00 0.00 0.00 75.00 0.00 0 824.65 0.00 0.00 0.00 0.00 80.00 0.00 0 824.65 0.00 0.00 0.00 0.00 85.00 0.00 0 824.65 0.00 0.00 0.00 0.00 90.00 0.00 0 824.65 0.00 0.00 0.00 0.00 95.00 0.00 0 824.65 0.00 0.00 0.00 0.00 100.00 0.00 0 824.65 0.00 0.00 0.00 0.00 105.00 0.00 0 824.65 0.00 0.00 0.00 0.00 110.00 0.00 0 824.65 0.00 0.00 0.00 0.00 115.00 0.00 0 824.65 0.00 0.00 0.00 0.00 120.00 0.00 0 824.65 0.00 0.00 0.00 0.00 125.00 0.00 0 824.65 0.00 0.00 0.00 0.00 130.00 0.00 0 824.65 0.00 0.00 0.00 0.00 135.00 0.00 0 824.65 0.00 0.00 0.00 0.00 140.00 0.00 0 824.65 0.00 0.00 0.00 0.00 145.00 0.00 0 824.65 0.00 0.00 0.00 0.00 150.00 0.00 0 824.65 0.00 0.00 0.00 0.00 155.00 0.00 0 824.65 0.00 0.00 0.00 0.00 160.00 0.00 0 824.65 0.00 0.00 0.00 0.00 165.00 0.00 0 824.65 0.00 0.00 0.00 0.00 170.00 0.00 0 824.65 0.00 0.00 0.00 0.00 175.00 0.00 0 824.65 0.00 0.00 0.00 0.00 180.00 0.00 0 824.65 0.00 0.00 0.00 0.00 185.00 0.00 0 824.65 0.00 0.00 0.00 0.00 190.00 0.00 0 824.65 0.00 0.00 0.00 0.00 195.00 0.00 0 824.65 0.00 0.00 0.00 0.00 200.00 0.00 0 824.65 0.00 0.00 0.00 0.00 205.00 0.00 0 824.65 0.00 0.00 0.00 0.00 210.00 0.00 0 824.65 0.00 0.00 0.00 0.00 215.00 0.00 0 824.65 0.00 0.00 0.00 0.00 220.00 0.00 0 824.65 0.00 0.00 0.00 0.00 225.00 0.00 0 824.65 0.00 0.00 0.00 0.00 230.00 0.00 0 824.65 0.00 0.00 0.00 0.00 235.00 0.00 0 824.65 0.00 0.00 0.00 0.00 240.00 0.00 0 824.65 0.00 0.00 0.00 0.00 Page 365 of 423 MSE 24-hr 3 WQL - 1.0'' Event Rainfall=1.00"25007 PROPOSED Printed 6/7/2026Prepared by Civil Site Group Page 106HydroCAD® 10.20-8a s/n 02202 © 2025 HydroCAD Software Solutions LLC Stage-Area-Storage for Pond 1P: Basin 1P - Und. Infiltration Sys. Elevation (feet) Surface (sq-ft) Storage (cubic-feet) 824.65 1,146 0 824.75 1,146 46 824.85 1,146 92 824.95 1,146 138 825.05 1,146 183 825.15 1,146 229 825.25 1,146 326 825.35 1,146 423 825.45 1,146 520 825.55 1,146 617 825.65 1,146 714 825.75 1,146 811 825.85 1,146 907 825.95 1,146 1,004 826.05 1,146 1,101 826.15 1,146 1,198 826.25 1,146 1,295 826.35 1,146 1,392 826.45 1,146 1,489 826.55 1,146 1,586 826.65 1,146 1,683 826.75 1,146 1,762 826.85 1,146 1,842 826.95 1,146 1,921 827.05 1,146 2,001 827.15 1,146 2,080 827.25 1,146 2,159 827.35 1,146 2,239 827.45 1,146 2,318 827.55 1,146 2,398 827.65 1,146 2,477 827.75 1,146 2,540 827.85 1,146 2,604 827.95 1,146 2,667 828.05 1,146 2,730 828.15 1,146 2,793 828.25 1,146 2,856 828.35 1,146 2,919 828.45 1,146 2,982 828.55 1,146 3,045 828.65 1,146 3,109 828.75 1,146 3,172 828.85 1,146 3,235 828.95 1,146 3,298 829.05 1,146 3,361 829.15 1,146 3,424 829.25 1,146 3,454 829.35 1,146 3,483 829.45 1,146 3,513 829.55 1,146 3,542 829.65 1,146 3,572 829.75 1,146 3,601 Elevation (feet) Surface (sq-ft) Storage (cubic-feet) 829.85 1,146 3,631 829.95 1,146 3,660 830.05 1,146 3,690 830.15 1,146 3,719 830.25 1,146 3,719 830.35 1,146 3,719 830.45 1,146 3,719 830.55 1,146 3,719 830.65 1,146 3,719 830.75 1,146 3,719 830.85 1,146 3,719 830.95 1,146 3,719 831.05 1,146 3,719 831.15 1,146 3,719 831.25 1,146 3,719 831.35 1,146 3,719 831.45 1,146 3,719 831.55 1,146 3,719 831.65 1,146 3,719 831.75 1,146 3,719 831.85 1,146 3,719 831.95 1,146 3,719 832.05 1,146 3,719 832.15 1,146 3,719 832.25 1,146 3,719 Page 366 of 423 Page 367 of 423 Page 368 of 423 11/22/2021 spotlight on What Exactly is Fiber Cement? Architects have many decisions to make with building facades, exteriors and cladding. One popular alternative to costly and high-maintenance wood and stone cladding is fiber cement. With new technology to customize the color, texture and design of fiber cement, architects can achieve their style goals while ensuring functionality and long-term affordability. What is Fiber Cement? Articles What is Fiber Cement? Page 369 of 423 Fiber cement cladding can be installed in panels designed to mimic natural stone or concrete. With numerous profiles to choose from, architects can use fiber cement cladding to add dimension and elegance to their commercial architectural designs. Fiber cement can withstand the test of time, as it is not susceptible to some of the challenges that other natural siding options face. This guide to fiber cement will cover the material’s benefits and commercial applications. Architects can learn about the advantages of fiber cement cladding and how it can benefit their commercial projects. How is Fiber Cement Made? Fiber cement is a type of facade material developed by manufacturers using proprietary material combinations. In general, fiber cement consists of the following elements: Portland cement: Portland cement is the base material in fiber cement. It binds all the other ingredients together. Cement itself is a mixture of several ingredients, including limestone, chalk, marl, shale, clay, slate, slag, silica and iron. The mixture gets heated at high temperatures, forming a hard, rock-like substance. This substance then gets ground into a loose powder, resulting in the final product — cement powder. Water: Water is the activating agent that offers two functions. First, it dissolves the cellulose or wood component in the mixture. Secondly, water activates the cement and helps cure it during the drying process. Fly ash, sand or silica: To help support and strengthen the mixture, manufacturers add in a granular filler to bulk up the material. Fly ash is pulverized coal and is commonly used in fiber cement manufacturing. Other filler substances can include silica or sand. Wood pulp or cellulose: The final ingredient in fiber cement is a wood or cellulose pulp. The type of cellulose pulp used may depend on the manufacturer. Cellulose is the supportive molecule found in plants. It provides the fiber cement with structure and flexibility so that it is easier to work with and install. Wood pulp also helps the fiber cement maintain durability and resilience, extending its longevity. EQUITONE materials are made with cement, water, sand, and cellulose fibers. Learn more about EQUITONE’s selection of fiber cement facade materials. Page 370 of 423 Fiber Cement in Different Climates One of the biggest factors that architects need to consider when selecting commercial siding for their projects is climate. Various materials perform differently depending on the climate and the common types of weather that buildings are exposed to. Consistently outperforming its counterparts, fiber cement is a favorite material for architects no matter the region. Fiber cement is used all over the world and across a range of climates thanks to its durability, resilience and safety. Here is an overview of how fiber cement performs in different climates: Desert: Arid climates prone can benefit from fiber cement-cladded buildings, as they are heat resistant and provide air flow for natural cooling. Coastal: Regions exposed to coastal weather, including rain, wind and salt, can benefit from fiber cement’s durability and resilience to erosion that other materials normally suffer. Humid: Humid climates with high year-round moisture levels can benefit from the moisture-resistance of fiber cement, particularly its resistance to pests, mold and fungi. Northern: Northern climates with bitter winters can benefit from fiber cement as it is a material impermeable to the freeze-thaw cycle that expands and cracks other, less dense materials. Discover how EQUITONE fiber cement materials are used from coast to coast across different climates. Page 371 of 423 Fiber Cement Finishes and Colors Just as important as functionality is form, particularly for architects looking to combine performance and polish. Fiber cement offers just as many opportunities for unique design and aesthetics as natural cladding options. Fiber cement comes in various colors and finishes, allowing architects to achieve their desired texture and dimension. Below are some examples of fiber cement finishes and colors to choose from: Smooth: Architects creating a smooth and polished finish will love the elegance of smooth fiber cement cladding. It offers a crisp, texture-free finish. 3D ridged: In contrast to the sleek texture of smooth fiber cement, architects can add dimension with fiber cement siding that brings depth. With 3D ridges, this type of fiber cement facade material picks up on the sun's patterns, giving the building’s exterior more intrigue throughout the day as the light changes. Sanded: Slightly directional and rough, sanded fiber cement reflects the true feel of concrete. Matte: Matte-finish fiber cement facades are smooth and refined, providing no textural variations across panels. Dark: Architects designing substantial, modern buildings may choose a dark and bold hue like graphite fiber cement 一 a deep and rich charcoal tone that looks sleek and elegant. Natural colors: Cement fiber natural color options range from cool light gray and slate to warm beiges, browns and rust colors. Architects also combine multiple colors to offer more dimension and intrigue, harnessing the power of light and shadow. Browse EQUITONE’s portfolio of spotlight projects and get inspired by the range of finishes, colors and combinations available with fiber cement facades. Page 372 of 423 Fiber Cement Facades for Commercial Buildings In addition to being used across a range of climates, fiber cement facades are also suitable within numerous commercial applications. Its aesthetic, maintenance, durability, cost- effectiveness and eco-friendliness make it a favorite siding choice for various commercial projects around the world. Below are some examples of the types of commercial projects that use fiber cement panels and why: Page 373 of 423 Schools: Whether it is public schools or private, K-12 or higher education, learning institutions need cost-effective, low-maintenance building supplies that also look professional and polished. Fiber cement cladding helps schools meet their budgets both in installation and reduced maintenance costs. Additionally, fiber cement helps ensure building envelopes are more protective, which reduces energy costs and helps institutions meet their sustainability goals. Hospitals: Like educational institutes, hospitals also need durable and cost-effective building supplies that also offer aesthetic appeal. Hospitals have a unique requirement above most commercial buildings, which is that they need to meet specific safety standards. Its flexibility across climates also makes fiber cement a great siding option for hospitals across the country. Office buildings: Office buildings that use fiber cement siding can express a timeless, unique design and style and make a statement in the urban skyline. Fiber cement siding is also a smart business investment due to its weather resistance, energy efficiency and durability, which will ensure it lasts decades. Theatres and concert halls: The arts and culture scene is the heart of any vibrant city, and theatres and concert halls should reflect the community. Fiber cement facades bring a theatre or concert hall to life, providing a way to add depth and architectural elements that make the build stand out. Conference centers and pavilions: Conference centers and pavilions bring together people from all over the world, so these buildings should reflect a universal appeal. Fiber cement siding for conference centers and pavilions is durable and clean, giving architects the perfect canvas to make a facility's design stand out. Retail buildings: High-traffic buildings like retail centers need sleek and stylish exterior finishes to attract customers and create a prosperous energy. Fiber cement is a versatile material that offers insulation, weather resistance and durability for better performance and a longer life cycle. Learn more about installing EQUITONE’s fiber cement panels across a range of commercial applications. Fiber Cement Versatility Fiber cement is a preferred facade material due to its various applications and uses in architectural design. Its design versatility means architects can carefully select the precise styles they want in order to achieve their design goals. Below are some examples of the different ways to arrange and apply fiber cement panels for design flexibility: Page 374 of 423 Panel layout: Architects can have fiber cement panels cut and arranged in unlimited geometric shapes, from vertical to horizontal to angular layouts. Panels can be arranged in scattered or consistent patterns depending on the style. Perforations: Have different shapes cut through the fiber cement panels to create more intrigue. From round holes, slots and squares to rectangles, there are unlimited options for architects. Curved walls: Architects can design with more than right angles. Fiber cement panels are flat but can be arranged to form a gently curved exterior facade. Shiplap pattern: Create a 3D-like design with a shiplap pattern using horizontal fiber cement panels. The shiplap pattern creates multiple layers of staggered panels, all in a parallel arrangement. Discover more special applications architects choose when using EQUITONE fiber cement facade materials. Why Choose EQUITONE Cement Fiber Panels? For high-performing and durable fiber cement facade panels, choose EQUITONE. With their versatility, EQUITONE materials are designed for high-end commercial buildings, from school to office facilities to healthcare institutions. EQUITONE lightweight fiber cement panels come in various textures and colors and can be arranged in numerous shapes and layouts. Turn any structure into an art installation with EQUITONE fiber cement materials. EQUITONE manufactures high-density and durable fiber cement panels that provide through-color on most materials. This quality increases the already low-maintenance properties of fiber cement and ensures the design integrity will last for decades. The EQUITONE installation process allows the fiber cement panels to be installed as a ventilated rainscreen, which creates cavities that improve temperature regulation. Page 375 of 423 Closed Won by city, state, and address As of 2026-06-24 07:22:42 Eastern Standard Time/EST • Generated by Darren Higgins Filtered By Territories: All Show: All opportunities Opportunity Status: Any Probability: All Sales Area equals 6806_10_00 Stage equals Closed Won State/Province ↑Column1 Close Date Account Name Opportunity Name Site Address Project Subtype Created Date 1/30/2020 Woolpert Sawmill Station - Morton Grove, IL 1815 South Meyers Road Suite 950, , Oakbrook Terrace, 60181, Niue 6/3/2019 1/28/2020 Lucmore LLC - Mill Valley 2150 Hayes St San Francisco 147 Lomita Drv #G, , Mill Valley, 94941, United States 1/14/2019 10/1/2022 Alliance Construction & Design WI- SUSHKOVA & ZHELABKOVICH RESIDENCE , , Wrightstown, 54180, United States Single House Project 11/23/2021 4/18/2023 HMC Architects - Ontario CA Saint Francis High School, Mountain View 1885 Miramonte Ave, , Mountain View, 94040, United States Educational Building 12/9/2021 6/15/2023 HMC Architects - Ontario CA Ana Borba ES 4980 Riverside Dr, , Chino, 91710, United States Educational Building 4/20/2023 6/15/2023 HMC Architects - Ontario CA Marshall ES 12045 Telephone Ave, , Chino, 91710, United States Educational Building 4/20/2023 6/15/2023 HMC Architects - Ontario CA Walnut ES 5550 Walnut Ave, , Chino, 91710, United States Educational Building 4/20/2023 9/3/2024 Centric Architecture TN Frameworks Sauna , , Nashville, 37210, United States Office Building 7/31/2023 3/9/2022 Moore Uebel Architecture CA - 4963 Vine Hill Road - Sebastopol 4963 Vine Hill Road, 4963, Sebastopol, 95472, United States Single House Project 3/9/2022 3/9/2022 Joseph and Sons Builders NY- Scaba Residence - Joseph and Sons Builders- Brooklyn, NYoseph and Sons Builders-2345 West Street, , Brooklyn, 11223, United States Single House Project 3/9/2022 3/9/2022 Redline Building Services Inc NY- Redline Building Services Inc- Pharmacann Fordham 27 West Fordham Road, , Bronx, 10468, United States Shopping Center Or Store 3/9/2022 3/9/2022 Leola Cabinet Shop PA - Leola Cabinet Shop- Edgar Davis 134 West Main Street, , Leacock-Leola-Bareville, 17540, United States Shopping Center Or Store 3/9/2022 5/23/2023 Pioneer Development Corp WA 601 Aurora 601 Aurora, , Seattle, 98109, United States Apartment Building 3/10/2022 3/14/2023 ZenniHome, LLC - Page AZ ZenniHome 90 Units , , Page, 86040, United States Multiple House Project 2/10/2023 3/31/2024 Jim Morrison Construction, Inc CA - Jim Morrison Construction, Inc-9468 Clermont Court, , Trukee, 96161, United States Single House Project 3/31/2024 1/9/2025 Designblendz LLC NJ - Township of Bordentown Municipal Complex 1 Municipal Drive, , Fieldsboro, 08505, United States Government or Municipal Building 5/31/2024 9/10/2024 Jim Morrison Construction, Inc CA - Clermont Court 9468 Clermont Court, , Trukee, 96161, United States Single House Project 9/10/2024 6/17/2025 Designblendz LLC PA-Boonton Twp Municipal Building 155 Powerville Road, , Boonton, 07005, United States Government or Municipal Building 9/30/2024 6/16/2025 Designblendz LLC NJ - Township of Bordentown Municipal Complex phase 2 1 Municipal Drive, , Fieldsboro, 08505, United States Government or Municipal Building 3/27/2025 11/11/2025 Jose Tostado CA - Performing Arts Center 1900 Pico Boulevard, , Santa Monica, 90405, United States Educational Building 7/11/2025 Subtotal Count 20 Alabama 5/15/2021 CCR Architecture High Knoll 2920 1ST AVE S, , Birmingham, 35233, United States Apartment Building 11/26/2018 7/15/2018 Dorsey Architects and Associates Inc Memorial to Peace and Justice Gift Shop 2301 First Avenue North Suite 101, , Birmingham, 35203, United States 9/20/2017 5/2/2022 CCR Architecture ALABAMA EAR SPECIALISTS EXTERIOR RENOVATION 2937 7th Avenue South, , Birmingham, 35233, United States Hospital And Health Building 10/6/2021 1/6/2026 CCR Architecture AL 16th Street Baptist Church Multipurpose Bldg., , Birmingham, 35233, United States Sport Or Leisure Building 9/19/2024 Subtotal Count 4 Alaska 6/16/2026 Bettisworth North AK - Norton Sound Health Corporation , , Nome, 99762, United States Office Building 9/12/2024 Subtotal Count 1 Arizona 10/1/2018 Dick & Fritsche Design Group - Phoenix Hero's Park Regional Library 4545 E McKinley St, , Phoenix, 85008, United States 10/23/2017 8/31/2021 WARE MALCOMB - Phoenix ARIZONA PTC Pasadena Lobby-Tech Center 2777E Camelback Rd #325, , Phoenix, 85016, United States Educational Building 4/30/2020 4/12/2021 CaliberCos - Scottsdale TUSCON EAST Hilton 8901E Mountain View Rd #150, , Scottsdale, 85258, United States Hotel Or Restaurant 5/7/2020 2/21/2019 Rider Levett Bucknall Moriel New Orleans Convention Center 4343 East Camelback Road, Suite 350, , Phoenix, 85018, United States 12/14/2017 1/16/2019 Shepley Bulfinch Phoenix Penn State Heister St Apartments 3443 N Central Av, , Phoenix, 85006, United States 10/11/2018 6/27/2019 Gensler - Phoenix AT&T Mesa 201 E. Washington Street, Suite 750, , Phoenix, 85004, United States 4/15/2019 3/31/2021 Ayers Saint Gross - Tempe ARIZONA Interior lobby ASU Durham TEMPE AZ 60 E. Rio Salado Parkway Suite 701, , Tempe, 85281, United States Educational Building 12/3/2019 4/15/2024 Nelsen Partners - Scottsdale AZ - (Scottsdale) Ragsdale Multi Family 1150E Washington St, , Phoenix, 85034, United States Apartment Building 4/15/2023 12/20/2023 Corgan - Phoenix AZ The Esplanade Amenities Building and Conference Center Renovation 2501 East Camelback Road, , Phoenix, 85016, United States Office Building 5/2/2023 6/29/2023 MCI Builders PLLC AZ - 21001 N Tatum Blvd , , Phoenix, 85001, United States Single House Project 6/29/2023 11/12/2024 Nelsen Partners - Scottsdale AZ - (Scottsdale) Holladay Hills Block B 1915 East Rodeo Lane, 1915, Holladay, 84117, United States Office Building 9/14/2023 4/9/2024 Butler Design Group AZ - (Phoenix) Merit 27th Ave Buckeye 27th Ave, , Buckeye, 85396, United States Office Building 1/26/2023 10/10/2024 WARE MALCOMB - Phoenix AZ - (Phoenix) The Nest Complex at Scottsdale Air Park , , Scottsdale, 85250, United States Transport - Aviation 1/26/2023 5/10/2025 John Mahoney Architect AZ - Earnhardt Honda Avondale 310 South Clark Drive, , Tempe, 85281, United States Shopping Center Or Store 2/27/2024 12/2/2025 DBSI TN - Enrichment Federal Credit Union, Harriman 2015 Roane State Highway, , Harriman, 37748, United States Office Building 5/27/2025 1/20/2026 ANNYSA LAMANTIA AZ - Problem Lounge 7341 East 6th Avenue, , Scottsdale, 85251, United States Hotel Or Restaurant 10/3/2025 12/9/2025 DBSI TN - Enrichment Federal Credit Union, Knoxville 1421 East Emory Road, , Knoxville, 37938, United States Office Building 11/26/2025 12/9/2025 DBSI TN - Enrichment Federal Credit Union, Wartburg , , Wartburg, 37887, United States Office Building 11/26/2025 Subtotal Count 18 Arkansas 11/15/2020 SCM Architects PARKER AUDI in Little Rock, Arkansas 1400 Kirk Road Suite 220, , Little Rock, 72223, United States 11/12/2019 4/15/2022 Cromwell Architects Engineers AR - UAMS Surgical Annex 1300 East 6th Street, 1300, Little Rock, 72202, United States Educational Building 3/23/2021 11/3/2022 Marlon Blackwell Architects, Fayetteville AR Crystal Bridges Museum Parking Garage 600 Museum Way, 600, Bentonville, 72712, United States Industry And Production Hall 12/16/2021 8/31/2022 Marlon Blackwell Architects, Fayetteville TN CBMAA Parking deck , , Bentonville, 72712, United States Transport - Other 1/27/2022 Subtotal Count 4 California 4/25/2021 Perkins Eastman - Costa Mesa Magnolia High School in Anaheim 3194D Airport Loop, , Costa Mesa, 92626, United States Educational Building 12/16/2019 2/3/2021 DLR Group - Los Angeles Retail Adjacent to Morongo Casino 700 South Flower St. 22nd Floor, , Los Angeles, 90017, United States Shopping Center Or Store 3/13/2020 6/18/2021 AECOM - Los Angeles The Wonderful Co. Amenity Complex (AC)515 S. Flower Street, , Los Angeles, 90071, United States Apartment Building 3/26/2020 1/18/2023 NBBJ - Los Angeles CA Westmark Lower School 523 West 6th Street, Suite 1001,, , Los Angeles, 90014, United States Educational Building 3/17/2020 8/24/2022 Ruhnau Clark - Riverside CA Medical Center in Murrieta 3775 Tenth Street, , Riverside, 92501, United States Hospital And Health Building 4/16/2020 6/3/2021 JWDA Architects - San Diego 13th and F 2359 4th Ave, , San Diego, 92101-1606, United States Apartment Building 5/20/2020 5/29/2020 McFarlane Architects - San Diego Morehouse 6333 Greenwich Drive, Suite 150, , San Deigo, 92122, United States 5/28/2020 2/2/2021 HLW International - Santa Monica 1960 Grand in El Segundo 1556 20th St, , Santa Monica, 90404, United States Apartment Building 5/29/2020 7/25/2019 Shimoda Design Academy on Vine (Used to be Academy Square)837 Traction Avenue, Suite 101, , Los Angeles, 90013, United States 4/14/2016 3/26/2018 Build Group Block 55 Hunters Point 457 Minna St. Suite 100, , San Francisco, 94103, United States 9/6/2016 1/29/2018 Delawie - San Diego BioLegend 1515 Morena Blvd, , San Diego, 92110, United States 2/21/2017 8/12/2018 AC Martin Student Union, Turlock (Stanislaus State)444 South Flower Street Suite 1200, , Los angeles, 90071, United States 3/14/2017 10/8/2018 Noll & Tam Architects - Berkeley College of Alameda / Peralta Community 729 Heinz Avenue, #7, , Berkeley, 94710, United States 12/9/2016 1/15/2018 HLW International - Santa Monica 817 Vine 1556 20th St, , Santa Monica, 90404, United States 4/27/2017 8/15/2018 Gene Fong Associates Element Santa Clara 1130 Westwood Blvd., , Westwood, 90024, United States 1/12/2017 3/15/2019 HKS - Los Angeles UCSD North Torrey Pines Living and Learning Neighborhood 10880 Wilshire Blvd. Suite 1850, , Los Angeles, 90024, United States 3/16/2017 3/26/2018 FLAD Architects - San Francisco Biomed Realty Gateway of Pacific Project San Francisco, CA / get map 650 C, , San Francisco, 94108, Niue 6/16/2017 4/15/2019 HGW architects Clairemont Mesa Medical Office Building Kaiser 1955 Bacon Street, , San Diego, 92107, United States 6/22/2017 6/10/2020 HLW International - Santa Monica 10730 West Pico 1556 20th St, , Santa Monica, 90404, United States 7/21/2017 1/19/2020 kmd Architects - San Francisco Koda Condominium Seattle.222 Vallejo Street, , San Francisco, 94111, United States 8/2/2017 6/6/2018 CannonDesign - Los Angles Kaiser Med School 1901 Avenue of the Stars Ste 175, , Los Angeles, 90067, United States 5/25/2017 1/30/2018 McLarney Construction, Inc.101 Redwood Shoreway 355 South Daniel Way,, , San Jose, 95128, United States 9/21/2017 3/15/2021 John Wyka Architecture - Santa Monica Andy's Burgers 829 Ocean Park Boulevard, #2, , Santa Monica, 90405, United States Shopping Center Or Store 6/1/2018 9/26/2019 Gensler - Los Angeles Fifth + Broadway Nashville 500 S. Figueroa Street, , Los Angeles, 90071, United States 6/11/2018 12/24/2018 Perry Architects inc 1395 22nd St SF Pier 28, The Embarcadero, 2nd floor, , San Francisco, 94105, United States 10/29/2018 2/19/2021 AECOM - Los Angeles Wonderful Training and Office Building (TC)515 S. Flower Street, , Los Angeles, 90071, United States Office Building 1/17/2019 7/15/2019 WARE MALCOMB - Irvine Flyte project in El Segundo 10 Edelman, , Irvine, 92618, United States 4/29/2019 8/13/2019 Andmore Partners inc Olympic Medical Center 3660 Wilshire Blvd, suite 922, , Los Angeles, 90010, United States 5/13/2019 8/19/2019 Oculus Worldwide Bigelow , , , , 8/1/2019 3/5/2025 Johnson Fain CA - (Los Angeles) Century City Center 1201 North Broadway, , Los Angeles, 90012, United States Hotel Or Restaurant 9/20/2019 11/17/2022 RNT Architects - San Diego CA Morse High School Phase 1 363 Fifth Ave. Suite 202, , San Diego, 92101, United States Apartment Building 9/30/2019 1/4/2021 HPI Architecture - Newport Beach Mt. San Antonio Parking (In Wallnut California)115 22nd Street, , Newport Beach,, 92663, United States Educational Building 12/4/2019 4/12/2021 Feldman Architecture - San Francisco CALIFORNIA Burmeister Residential 1648 Pacific Ave #B, , San Francisco, 94109, United States Single House Project 6/11/2020 10/23/2020 Studio Vara - San Francisco 2323 WEBSTER PALO ALTO FAMILY HOME 3130 20th Street #190, , San Francisco, 94110, United States Single House Project 1/3/2020 9/30/2021 Studio Bondy Architecture - Oakland CALIFORNIA 1817 Chabad North Peninsula pre school 110 Linden Street, , Oakland, 94607, United States Educational Building 3/10/2020 9/30/2020 HOK - San Francisco Park Point Milpitas Campus HOK One Bush Street, Suite 200, , San Francsico, 94104, United States Educational Building 3/17/2020 10/2/2020 Symmetry Design Group - Redwood City Residential 151 Cervantes Rd Portola Valley 151 Cervantes Rd, 151, Portola Valley, 94028, United States Single House Project 5/19/2020 8/27/2020 BDE Architecture - San Francisco 2254 Market St 950 Howard St, , San Francisco, 94103, United States Single House Project 2/29/2016 # INTERNAL USE – This information should not be shared outside of Etex unless authorized to do so / except with certain authorized external partners. Page 376 of 423 7/13/2018 Ian Birchall + Associates Bay and Powell 251 South Van Ness Suite 300, , San Francsico, 94103, United States 2/29/2016 7/3/2019 Solomon Cordwell Buenz (SCB) - San Francisco 1721 Webster 255 California St, , San Francsico, 94111, United States 7/21/2017 7/1/2019 BDE Architecture - San Francisco 2240 Market 950 Howard St, , San Francisco, 94103, United States 5/25/2017 1/26/2024 MWA Architects - San Francisco CA - (San Francisco) SFPUC BIOSOLIDS - SE Wastewater Plant 655 Montgomery Street ste 1720, , San Francisco, 94111, United States Government or Municipal Building 2/16/2018 9/6/2018 Bohlin Cywinski Jackson Blue Bottle Bar 49 Geary St, Suite 300, , San Francisco, 94108, United States 3/22/2018 9/30/2020 Department Public Works - San Francisco South East Health Clinic Expansion Phase 2 30 Van Ness #4100, , San Francisco, 94102, United States 3/22/2018 3/6/2020 Hayes Group Architects - Redwood City 2515 El Camino Real 2657 Spring Street, , Redwood City, 94063, United States 4/2/2018 12/13/2018 FLAD Architects - San Francisco Gateway Of the Pacific Perforations San Francisco, CA / get map 650 C, , San Francisco, 94108, Niue 4/13/2018 6/6/2020 Noll & Tam Architects - Berkeley Los Altos Community Centre 729 Heinz Avenue, #7, , Berkeley, 94710, United States 5/21/2018 7/5/2018 Zack de Vito | Architecture + Build Grandview Residence 156 South Park Street, , San Francisco, 94107, United States 6/1/2018 5/7/2019 Johnson Fain Opus One 1201 North Broadway, , Los Angeles, 90012, United States 6/15/2018 10/1/2018 Bohlin Cywinski Jackson Second & Natoma Sts 49 Geary St, Suite 300, , San Francisco, 94108, United States 7/16/2018 1/14/2020 Rossington Architecture - Sausalito Molino 1505 Bridgeway #128, , Sausalito, 94965, United States 7/12/2018 4/25/2019 Studio G Architects - San Jose REDWOOD SHORES 299 Bassett Street, Suite 250, , San José, 95110, United States 8/15/2018 5/15/2020 Peter J. Collins Architects - St. Helena Fowler Residence - 2600 Sulphur Springs Ave St Helena 1212 Main St, , Saint Helena, 94574, United States 1/28/2019 6/30/2022 Pyatok | architecture + urban design - Oakland 3223 Wilshire Santa Monica 1611 Telegraph Ave #200, , Oakland, 94612-2113, United States Apartment Building 2/13/2019 5/15/2020 Smith Group - San Francisco Police Precinct South San Francisco 301 Battery St 7th Floor, , San Francisco, 94111, United States 2/6/2019 8/31/2018 Vert 2573 Fordham Guest House 777 Mariner's Island Blvd, , San Mateo, 94404, United States 8/28/2018 4/25/2019 Revel Architecture & Design 201 California Lobby 417 Montgomery St 7th Floor, , San Francisco, 94104, United States 8/28/2018 7/10/2019 Smith Group - San Francisco UC Davis Learning & Teaching Centre - SMith Group 301 Battery St 7th Floor, , San Francisco, 94111, United States 8/27/2018 4/25/2019 Gensler - San Jose 2800 Confidential Syn Generator Enclosure 25 W Santa Clara Street, Suite 1100, , San Jose, 95113, United States 9/17/2018 2/7/2019 Strening Architects Seismic Brewery Taproom 2027 Nordyke Ave, , Santa Rosa, 95401, United States 12/11/2018 11/5/2019 Feldman Architecture - San Francisco Healdsburg Project Universe 1648 Pacific Ave #B, , San Francisco, 94109, United States 3/4/2019 9/8/2021 Arch Nexus - Sacramento CALIFORNIA Stockton Library & Rec Center 1990 3rd Street Suite #500, , Sacramento, 95811, United States Educational Building 3/13/2019 3/1/2020 CAW Architects - San Jose Monterey High School Science Innovation Centre 455 Lambert Ave, , Palo Alto, 94306, United States 4/8/2019 9/1/2020 Stantec - Sacramento UC Davis 1201 J Street, Suite 100, , Sacramento, 95814-2927, United States 4/25/2019 7/8/2019 Jacobs SF 4 Embarcadero Center SF 160 Spear St #1200, , San Francisco, 94105, United States 5/1/2019 9/30/2020 Bayside Hotel Group - Santa Cruz Hyatt Place Sunnyvale 407 Broadway Ave, , Santa Cruz, 95060, United States Hotel Or Restaurant 6/14/2019 11/30/2021 rchitecture - Berkeley CALIFORNIA Wong Residence Hillsborough 2808 San Pablo Ave, , Berkeley, 94702, United States Single House Project 7/23/2019 1/14/2020 Feldman Architecture - San Francisco 245 Euclid Ave SF 1648 Pacific Ave #B, , San Francisco, 94109, United States 7/30/2019 8/1/2020 Gensler - San Fransisco CitizenM Menlo Park 2 Harrison St Suite 400, , San Francisco, 94105, United States 8/2/2019 1/18/2021 FLAD Architects - San Francisco Gateway Of the Pacific Phase 2 San Francisco, CA / get map 650 C, , San Francisco, 94108, Niue Office Building 10/8/2019 8/1/2022 Michael Hennessey Architecture - San Francisco CALIFORNIA Roberts Residence 225 Amber Dr 619 7th Street, , San Francisco, 94103, United States Single House Project 10/3/2019 3/11/2021 RMW Architecture & Interiors - San Francisco CALIFORNIA One Beach Roof Terrace 160 Pine Street 4th Floor, , San Francisco,, 94111, United States Hotel Or Restaurant 11/18/2019 2/7/2020 Swatt Miers Architects - Emeryville Aresty Fireplace 5845 Doyle St, Suite 104, , Emeryville, 94608, United States 11/18/2019 2/26/2020 Noll & Tam Architects - Berkeley College Alameda Soffits 729 Heinz Avenue, #7, , Berkeley, 94710, United States 12/4/2019 5/15/2020 EHDD - San Francisco Yreka Courthouse Interior 411 Fourth St Yreka Pier 1, Bay 2 The Embarcadero, , San Francisco, 94111, United States 6/11/2019 7/10/2019 FLAD Architects - San Francisco Gateway of the Pacific additional San Francisco, CA / get map 650 C, , San Francisco, 94108, Niue 6/12/2019 5/8/2025 Smith Group - San Francisco CA - (San Francisco) South San Francisco Wellness Center 301 Battery St 7th Floor, , San Francisco, 94111, United States Government or Municipal Building 7/6/2020 10/24/2022 Handel Architects - San Francisco CALIFORNIA 2525 Van Ness Multi SF Van Ness Ave, 2525, San Francisco, 94109, United States Apartment Building 7/16/2020 7/17/2020 West Bay Contractors Simmonsly Residence Chemise Rd, 5208, Healdsburg, 95448, United States 7/17/2020 2/8/2022 Delawie - San Diego CA Directors Place This is a lie St, 666, San Diego, 91325, United States Office Building 7/20/2020 8/5/2021 HPI Architecture - Newport Beach CA MtSAC Student Center 1100 N Grand Ave, 666, Walnut, 91789, United States Educational Building 8/10/2020 8/2/2021 HMC Architects - Sacramento CALIFORNIA Davis Mulit-Purpose Birch Lane 1600 Birch Lane, 1600, Davis, 95168, United States Educational Building 8/21/2020 9/2/2020 Morphosis Architects - Culver City Morphosis Architects- Owners Residence 2634 6th St, 2634, Santa Monica, 90405, United States 8/3/2020 9/16/2020 Envelope Architecture + Design - Berkeley Facebook Kiosk Dumbarton 6591 Dumbarton Circle, 6591, Fremont, 94555, United States Hotel Or Restaurant 9/16/2020 4/16/2021 FLAD Architects - San Francisco Gateway of the Pacific Stage 3 San Francisco, CA / get map 650 C, , San Francisco, 94108, Niue Office Building 2/11/2021 5/3/2021 Department Public Works - San Francisco CALIFORNIA South East Health Phase 3 , , San Francisco, 94111, United States Hospital And Health Building 2/16/2021 10/2/2023 Perkins Eastman - Oakland CA Evergreen Valley College 3095 Yerbe Buena Rd, 3095, San Jose, 95135, United States Educational Building 2/17/2021 2/22/2023 City Design Studio - Los Angeles CA Inglewood Basketbal Event Center IBEC 2311 SW Los Angeles, 666, Los Angeles, 91325, United States Sport Or Leisure Building 10/13/2020 6/6/2023 HOK - Los Angeles CA City Of Hope at Five Point Gateway (NOW HOK)1601 Avocado Ave, 666, Irvine, 92660, United States Hospital And Health Building 10/13/2020 6/6/2023 Gensler - Los Angeles CA NDA Scripps Health San Diego 1123 7th Street, 666, San Diego, 92039, United States Hospital And Health Building 12/2/2020 6/7/2022 BDE Architecture - San Francisco CALIFORNIA Tasman East Tasman Drive, , Santa Clara, 95054, United States Apartment Building 12/9/2020 1/11/2021 Piechota Architecture - San Francisco Carmel House Woung-Chapman , , Carmel by the sea, 93923, United States Single House Project 12/15/2020 8/2/2021 HMC Architects - Sacramento CALIFORNIA Davis Multi Purpose Cesar Chavez 1221 Anderson Rd, 1221, Davis, 95616, United States Educational Building 1/22/2021 8/2/2021 HMC Architects - Sacramento CALIFORNIA Davis Multi Purpose Willett Elementary 1207 Sycamore Lane, 1207, Davis, 95161, United States Educational Building 1/22/2021 8/2/2021 HMC Architects - Sacramento CALIFORNIA Davis Multi Purpose North Davis 555E 14th St, 555, Davis, 95616, United States Educational Building 1/22/2021 11/23/2022 LNAI Architecture - Burlingame CA 145 Pinehill Rd Hillsborough Pinehill Rd, 145, Hillsborough, 94010, United States Single House Project 2/8/2021 6/30/2021 Rossington Architecture - Sausalito CALIFORNIA Robin Hood Drive Robinhood Dr, 124, San Francisco, 94127, United States Single House Project 2/8/2021 2/19/2021 HLW International - Santa Monica Scope increase on the Grand Project 2106 Grand, 2106, Los Angeles, 90024, United States Apartment Building 2/19/2021 11/22/2022 Winder Gibson Architects - San Francisco CA 1868 Mountain View Drive Tiberon 1868 Mountain View DriveBelvedere, 1868, Tiburon, 94920, United States Single House Project 2/25/2021 5/8/2023 FLAD Architects - San Francisco CA Monterey Bay ARI Building G Soffits 7600 Sandholdt Rd, 7600, Moss Landing, 95039, United States Educational Building 3/9/2021 5/12/2021 David Petta - San Francisco CALIFORNIA YMCA Mission Head Start MissionBlvd, 21144, Hayward, 94541, United States Educational Building 3/24/2021 10/28/2022 Baker Nowicki Design - San Diego (now DLR Group)CA Eric Schulz Personal Residence 5414 Cardeno Drive, 5414, La Jolla, 92037, United States Single House Project 4/8/2021 8/31/2022 Bull Stockwell Allen - San Francisco CALIFORNIA Kanc8 Loon Mountain , , waterville valley, 03215, United States Sport Or Leisure Building 4/9/2021 5/31/2023 NBBJ - San Francisco CA 1 Alexandra Square BLDG 4 1 Alexandria Square, , San Diego, 92921, United States Office Building 4/14/2021 9/14/2021 WARE MALCOMB - Irvine CA Project Violet (Arts District LA)2130 VIOLET STREET, 2130, LOS ANGELES, 90012, United States Office Building 4/20/2021 10/28/2024 NAC Architecture - Los Angeles CA - (Los Angeles) LA Valley College Academic Building 2 Arts & Theatre 5800 Fulton Ave, 5800, Van Nuys, 91401, United States Educational Building 4/22/2021 6/15/2023 HY (Heather Young) Architects CA - 250 Cambridge Ave. Palo Alto 250 Cambridge Ave, , Palo Alto, 94306, United States Office Building 4/26/2021 1/2/2024 DGA Online - Mountain View CA Redwood Bay Biotech 3140 Bay Rd, 3140, Redwood City, 94063, United States Hospital And Health Building 6/10/2021 10/20/2021 WARE MALCOMB - Irvine CA PTC Eaton Canyon 2947 Bradley Street, 999, Pasadena, 91010, United States Apartment Building 6/15/2021 9/17/2021 BDE Architecture - San Francisco CALIFORNIA 2240 Market PH 2 950 Howard St, , San Francisco, 94103, United States Apartment Building 6/16/2021 2/21/2022 Studio Vara - San Francisco CA Webster Phase 2 3130 20th Street #190, , San Francisco, 94110, United States Single House Project 7/22/2021 9/30/2022 DGA Online - Mountain View CA UCCS 830 K St, 830, Sacramento, 95814, United States Educational Building 9/3/2021 4/30/2022 Verner Architects - Oakland CA Mount Vernon Residence 73 Mt Vernon Lane, 73, Atherton, 94027, United States Single House Project 9/16/2021 6/11/2024 Hochhauser Blatter Associates (HBA)CA - (Santa Barbara) Topanga Canyon Apartments 101 topanga canyon blvd, , Los Angeles, 90026, United States Apartment Building 9/20/2021 10/1/2024 LMS (Leddy Maytum Stacy) Architects CA - (San Francisco) UC Berkeley Peoples Park Housing 100 Academic Hall # 1234, 100, Berkeley, 94720, United States Educational Building 9/20/2021 1/10/2024 LMS (Leddy Maytum Stacy) Architects CA - (San Francisco) University HS San Franciso - 3150 California 3150 California St, , San Francisco, 94110, United States Educational Building 10/27/2021 3/31/2022 Gensler - San Fransisco CA 100 Stockton Interior 100 Stockton St, , San Francisco, 94108, United States Office Building 11/8/2021 10/21/2024 Ruhnau Clark - Riverside CA - (Riverside) Fontana Secondary Academy , , Fontana, 92337, United States Educational Building 11/8/2021 3/27/2023 Studio W Architects - Chico CA Tribal Administration Building Chicken Ranch Casino , , Jamestown, 95327, United States Office Building 11/9/2021 8/15/2022 Root Construction CA - The Brosmith Residence 17216 Saticoy Street #180, 17216, Van Nuys, 91406, United States Single House Project 11/16/2021 12/10/2021 Lowney Architecture - Oakland CA Laurel St San Carlos 1040 Laurel St, 1040, San Carlos, 94070, United States Single House Project 11/17/2021 5/31/2022 Modus Design Group - Glendale CA Brosmith Residence , , Los Angeles, 91001, United States Single House Project 12/13/2021 4/6/2022 TECTA Associates - San Francisco CA Sunset Plaza Drive 1590 Sunset Plaza Dr, 1590, Los Angeles, 90069, United States Single House Project 12/17/2021 2/28/2022 Lowney Architecture - Oakland CA Laurel St San Carlos 2nd 1040 Laurel St, 1040, San Carlos, 94070, United States Single House Project 1/4/2022 6/19/2023 FLAD Architects - San Francisco CA Longfellows Life Science Campus Adrian Rd 210 Adrian Rd, , Millbrae, 94030, United States Apartment Building 4/5/2023 4/19/2023 Gensler - San Fransisco CA 100 Stockton Interior Ph 2 100 Stockton St, , San Francisco, 94108, United States Office Building 4/10/2023 2/8/2024 City Design Studio - Los Angeles CA - (Los Angeles) Inglewood Event Center IBEC 2 2311 SW Los Angeles, 666, Los Angeles, 91325, United States Sport Or Leisure Building 5/22/2023 6/15/2023 Manfred Schmiedl WA - Manfred Schmiedl residence , , Mount Vernon, 98273, United States Single House Project 6/15/2023 6/29/2023 SHEEHAN cONSTRUCTION CA - Kanzler Winery Tasting Room , , Napa, 94558, United States Vineyard 6/29/2023 12/12/2024 HOK - Los Angeles CA - (Los Angeles) Caltech University Research Building 1200 East California Boulevard, 1200, Pasadena, 91125, United States Educational Building 7/10/2023 3/3/2025 Practice (used to be Gonzalez Goodale Architects)CA - (Pasadena) Franklin Ave Elementary School 1910 North Commonwealth Avenue, , Los Angeles, 90027, United States Educational Building 8/4/2023 8/14/2024 COAR Design Group - Santa Rosa CA - (Santa Rosa) Fire Station 5 , , Santa Rosa, 95404, United States Government or Municipal Building 8/7/2023 8/23/2023 Naylor Construction CA - 1739 San Elijo Avenue , , Cardiff, 92007, United States Single House Project 8/23/2023 1/8/2024 Onyx Creative - Ventura CA - (Ventura) Arhaus Palo Alto 180 El Camino Real, 180, Palo Alto, 94304, United States Shopping Center Or Store 9/1/2023 7/10/2025 Proto-inc CA - Putnam Honda 268 Industrial Road, , San Carlos, 94070, United States Shopping Center Or Store 9/18/2023 3/7/2024 Alec Petros Studio CA - (Encinitas) Bradberry Residence - 141 Pacific Ave Pacific Avenue, 141, Solana Beach, 92075, United States Single House Project 9/22/2023 10/18/2023 City Design Studio - Los Angeles CA Inglewood Event Center IBEC 2 2311 SW Los Angeles, 666, Los Angeles, 91325, United States Sport Or Leisure Building 10/18/2023 10/31/2023 Peacock Construction CA - 3421 Golden Gate Way 3421 Golden Gate Way, 3421, Lafayette, 94549, United States Single House Project 10/31/2023 10/15/2025 EHDD - San Francisco CA - (San Francisco) Woodside Priory School Athletic Center 302 Portola Road, , Portola Valley, 94028, United States Sport Or Leisure Building 1/8/2024 5/16/2022 Loop House Sonoma CA CA - The Loop House 4105 Lovall Valley Road, 4105, Sonoma, 95476, United States Single House Project 2/4/2022 2/22/2022 Tinco Sheet Metal CA - Swinerton-Lowe Violet St 958 N. East Ave, 958, Los Angeles, 90063, United States Office Building 2/22/2022 3/23/2022 Bull Stockwell Allen - San Francisco CA K8 Loon Mountain Ph2 , , waterville valley, 03215, United States Sport Or Leisure Building 3/2/2022 6/6/2023 DGA Architects - San Diego CA So Cal Gass , , San Diego, 91911, United States Office Building 3/16/2022 # INTERNAL USE – This information should not be shared outside of Etex unless authorized to do so / except with certain authorized external partners. Page 377 of 423 6/14/2023 Gensler - San Diego CA Francis Parker School- Phase 8 Athletics , , San Diego, 91911, United States Educational Building 4/12/2022 5/7/2025 Mascari Warner Dinh Architects CA - (San Diego) Huntington Health Hospital MOB 786 South Fair Oaks Avenue, , Pasadena, 91105, United States Office Building 5/25/2022 4/27/2023 BDE Architecture - San Francisco CA The Station San Jose , , San Jose, 95122, United States Hotel Or Restaurant 6/15/2022 8/23/2022 YSM Design - Laguna Beach CA Audi and Porche in Fashion Valley Mall and Shadowhills 7007 Fraiars Rd, , San Diego, 92108, United States Shopping Center Or Store 7/13/2022 3/6/2023 Martin Bros. - Jurupa Valley CA SBKJ - 1820 Broadway Santa Monica , , Santa Monica, 90405, United States Apartment Building 8/4/2022 10/31/2023 FORGE SF CA - Longfellow Adrian Animal Shelter/Vet Clinic SF , , San Francisco, 94103, United States Hospital And Health Building 8/23/2022 2/8/2023 STUDIOS Architecture - San Francisco CA Monomi Park Lobby , , San Mateo, 99401, United States Office Building 8/23/2022 7/7/2025 Feldman Architecture - San Francisco CA - (San Francisco) Kurman Residence - 13867 Robleda Rd 13867 Robleda Road, , Los Altos Hills, 94022, United States Single House Project 8/31/2022 7/31/2023 CannonDesign - Los Angles CA NDA medical lab building at UCI 3011 Malibu Canyon Rd, , Malibu, 90265, United States Educational Building 9/14/2022 2/3/2023 Rodsal Builders CA - Rexford Monarch- 12783 Monarch- Garden Grove, CA , , Los Angeles, 90026, United States Apartment Building 10/6/2022 12/23/2024 Brady Company/Los Angeles, Inc.CA - 572 Canyon Charter Elementary- Santa Monica , , Los Angeles, 90026, United States Educational Building 10/31/2022 2/22/2023 MSA architecture + design San Fran CA- Citibank- Stonestown Galleria , , San Francisco, 94016, United States Office Building 12/8/2022 3/9/2023 John Maniscalco Architecture CA - 166 Woodland Ave San Francisco 166 Woodland Ave, , San Francisco, 94117, United States Single House Project 12/13/2022 4/23/2024 Randolph Popp CA - (Palo Alto) 4115 El Camino Residential 4115 El Camino Real, , Palo Alto, 94306, United States Single House Project 1/26/2023 12/13/2024 Turnbull Griffin Haesloop CA - (Berkeley) Cohen Residence - 283 Solstice 283 Solstice, , Sea Ranch, 95497, United States Single House Project 2/2/2023 2/3/2023 HMC Architects - San Jose CAMountain View (St Francis)HS Miramonte Ave, 1885, Mountain View, 94040, United States Educational Building 2/3/2023 2/15/2023 Johnson Favaro CA - Blackwelder Office Renovation 5898 Blackwelder Street, 5898, Culver City, 90232, United States Office Building 2/15/2023 8/13/2024 AXIS Architecture + Design - Los Angeles CA - (Los Angeles) Hilton Gardens Inn Arcadia 123 West Huntington Drive, , Arcadia, 91007, United States Hotel Or Restaurant 2/22/2023 5/23/2024 HOLT ARCHITECTURE CA - (Riverside) Indio City Hall and Library 100 Civic Center Mall,, , Indio, 92201, United States Government or Municipal Building 3/1/2023 2/21/2024 Winder Gibson Architects - San Francisco CA - 836 Hillside Ave 836 Hillside Ave, 836, Albany, 94706, United States Single House Project 2/21/2024 11/21/2024 Shubin + Donaldson Architects - Culver City CA ArentFox Schiff Law Firm 555 Flower Street, , Los Angeles, 90012, United States Government or Municipal Building 2/25/2024 3/4/2026 NAC Architecture - Los Angeles CA - (San Diego) Terrace Hill Middle School 22579 De Berry Street, , Grand Terrace, 92313, United States Sport Or Leisure Building 3/12/2024 3/31/2024 Macerris Inc CA - Goat Residence Passive Haus 4828 Franz Valley Rd, 4828, Santa Rosa, 95404, United States Single House Project 3/31/2024 12/5/2023 Peter J. Collins Architects - St. Helena CA - (Saint Helena) Fowler Residence - 2600 Sulphur Springs Ave St Helena (P2)1212 Main St, , Saint Helena, 94574, United States Single House Project 4/5/2024 4/4/2024 NBBJ - San Francisco CA - (San Francisco) 1 Alexandra Square BLDG 4 (P3)1 Alexandria Square, , San Diego, 92921, United States Office Building 4/5/2024 1/10/2024 NBBJ - San Francisco CA - (San Francisco) 1 Alexandra Square BLDG 4 (P2)1 Alexandria Square, , San Diego, 92921, United States Office Building 4/5/2024 4/9/2024 FLAD Architects - San Francisco CA - (San Francisco) Monterey Bay ARI Building G Soffits (P2)7600 Sandholdt Rd, 7600, Moss Landing, 95039, United States Educational Building 4/9/2024 12/10/2024 John Friedman Alice Kimm Architects (JFAK)CA - (Los Angeles) 939 Spaulding Condominiums 939 North Spaulding Avenue, , West Hollywood, 90046, United States Apartment Building 4/10/2024 4/4/2025 DE Architects - Santa Monica CA - (Santa Monica) 2121 Westwood Apartments 2121 Westwood, , Los Angeles, 90025, United States Apartment Building 4/22/2024 5/14/2024 Phillip Crabbe CA - 1443 Deer Flat Rd - Monterey 1443 Deer Flat Road, , Monterey, 93940, United States Office Building 5/8/2024 5/15/2026 obrARCHITECTURE CA - Makers Church 3810 Bancroft, , San Diego, 92104, United States Hospital And Health Building 5/22/2024 6/11/2024 Design Workshops CA Rivian San Fran 486 Lesser Street, , Oakland, 94601, United States Single House Project 6/11/2024 7/10/2024 Dosh Construction CA - 8804 Rosewood Ave.8804 Rosewood Ave., , West Hollywood, 90046, United States Office Building 6/13/2024 6/20/2024 Mallery Maguire CA - Levinson Residenc , , Carmel-by-the-Sea, 93923, United States Single House Project 6/20/2024 7/28/2025 PM Design Group - Corona CA - (Corona) Pollo Campero - Victorville 12353 Mariposa Road, , Victorville, 92395, United States Hotel Or Restaurant 7/22/2024 4/1/2026 Safdie Rabines Architects CA - (San Diego) Carmel Enterprise Affordable Housing , , San Marcos, 92069, United States Apartment Building 7/22/2024 8/6/2024 Harkey Construction CA - Jon Vance Residence 810 Denbeste Court, , Windsor, 95492, United States Single House Project 8/6/2024 12/22/2025 Comstock Johnson Architects CA - (Mather) Eva Flight Training Academy Dormitory 3745 Whitehead Street, , Mather, 95655, United States Transport - Aviation 8/13/2024 8/20/2024 CannonDesign - Los Angles CA - (Los Angeles) NDA medical lab building at UCI (P2)3011 Malibu Canyon Rd, , Malibu, 90265, United States Educational Building 8/20/2024 7/10/2025 John Maniscalco Architecture CA - (San Francisco) 3669 21st St 3669 21st Street, , San Francisco, 94114, United States Single House Project 9/3/2024 9/10/2024 Eastwood Development CA - Will MacDonald Project 3520 20th Street, , San Francisco, 94110, United States Single House Project 9/9/2024 9/10/2024 MD Construction & Consulting CA - Mollie Durkin Project 10960 Industrial Way, , Truckee, 96161, United States Single House Project 9/9/2024 10/14/2024 California Millwork Services CA - Francisco Alvarado Project , , San Francisco, 94016, United States Single House Project 9/12/2024 1/6/2025 LNAI Architecture - Burlingame CA - (San Francisco) 145 Pinehill Rd Hillsborough Pinehill Rd, 145, Hillsborough, 94010, United States Single House Project 9/26/2024 10/21/2024 D'Amico Construction CA - Brendan Kawar Residence , , Mountain View, 94039, United States Single House Project 10/1/2024 11/4/2024 Ramanan Rajeswaran CA - Ramanan Rajeswaran Residence , , Oakland, 94501, United States Single House Project 10/1/2024 10/28/2024 LMS (Leddy Maytum Stacy) Architects CA - (San Francisco) UC Berkeley Peoples Park Housing - Phase 2 100 Academic Hall # 1234, 100, Berkeley, 94720, United States Educational Building 10/4/2024 7/2/2025 SWA Architects CA - (Pasadena) LA General Medical Center — Building 5 1260 North Mission Road, , Los Angeles, 90033, United States Government or Municipal Building 12/5/2024 5/1/2025 John Maniscalco Architecture CA - 357 Cumberland St.357 Cumberland Street, , San Francisco, 94114, United States Single House Project 12/13/2024 2/10/2026 Gensler - Los Angeles CA - (San Diego) Campus Point - Members Center 4150 Campus Point Court, , San Diego, 92121, United States Government or Municipal Building 12/20/2024 1/8/2025 Clarum Homes CA - Los Altos Hills Residence , , Los Altos Hills, 94022, United States Single House Project 1/8/2025 1/31/2025 BROSKIN CA - Broskin Residence 6100 Wilshire Boulevard, , Los Angeles, 90048, United States Single House Project 1/31/2025 1/29/2025 NAC Architecture - Los Angeles CA - (Los Angeles) LA Valley College Academic Building 2 Arts & Theatre (P2)5800 Fulton Ave, 5800, Van Nuys, 91401, United States Educational Building 2/3/2025 3/4/2025 Yum! Brands AZ - Taco Bell- 7901 E McDowell Rd- Scottsdale 7901 East McDowell Road, , Scottsdale, 85257, United States Hotel Or Restaurant 2/13/2025 2/18/2025 Dosh Construction CA - 8804 Rosewood Ave. Additional Material 8804 Rosewood Ave., , West Hollywood, 90046, United States Office Building 2/18/2025 4/15/2025 Peruzzi Architects CA - (Los Angeles) Starbucks 2703 W Ave L 2703 West Avenue L, , Lancaster, 93536, United States Shopping Center Or Store 3/5/2025 4/2/2025 YSM Design - Laguna Beach CA - (Laguna Beach) San Bruno Honda 345 El Camino Real, , San Bruno, 94066, United States Shopping Center Or Store 3/14/2025 4/1/2025 LMS (Leddy Maytum Stacy) Architects CA - (San Francisco) UC Berkeley Peoples Park Housing - Phase 2 (Order 2)100 Academic Hall # 1234, 100, Berkeley, 94720, United States Educational Building 4/1/2025 9/9/2025 Ruhnau Clark - Riverside CA - (Riverside) SBCUSD Public Safety Building 701 North E Street, 701, San Bernardino, 92410, United States Educational Building 4/8/2025 10/14/2024 California Millwork Services CA - Francisco Alvarado Project-Add On , , San Francisco, 94016, United States Single House Project 4/15/2025 4/16/2025 HOK - Los Angeles CA - (Los Angeles) Caltech University Research Building (P2)1200 East California Boulevard, 1200, Pasadena, 91125, United States Educational Building 4/16/2025 1/20/2026 HLW International - Santa Monica CA - Ropes and Gray - San Francisco Office 3 Embarcadero Center, , San Francisco, 94111, United States Office Building 4/28/2025 5/7/2025 LMS (Leddy Maytum Stacy) Architects CA - (San Francisco) UC Berkeley Peoples Park Housing - Phase 2 (Order 3)100 Academic Hall # 1234, 100, Berkeley, 94720, United States Educational Building 5/9/2025 5/13/2025 John Maniscalco Architecture CA - 357 Cumberland St. (Add On)357 Cumberland Street, , San Francisco, 94114, United States Single House Project 5/13/2025 8/28/2025 Corsini Stark Architects CA - (Los Angeles) Davtyan Law Firm 250 North Madison Avenue, , Pasadena, 91101, United States Office Building 7/18/2025 12/2/2025 Devin Howard CA - 877 W Panorama Rd 877 West Panorama Road, , Palm Springs, 92262, United States Single House Project 8/5/2025 1/20/2026 John Maniscalco Architecture CA - 357 Cumberland St. (Add On)357 Cumberland Street, , San Francisco, 94114, United States Single House Project 1/20/2026 4/13/2026 Cosmic Buildings CA - 122 Penn St. (El Segundo)122 Penn Street, , El Segundo, 90245, United States Single House Project 3/12/2026 4/7/2026 Sven Lavine CA-56 NEWBURG SAN FRAN 56 Newburg Street, , San Francisco, 94131, United States Single House Project 4/7/2026 5/26/2026 WCCG CA - McDonalds World Wide Convention 9021 Rancho Park Court, , Rancho Cucamonga, 91730, United States Hotel Or Restaurant 5/26/2026 Subtotal Count 213 Colorado 4/25/2019 Arch11 726 Front St 3100 Carbon Place, # 100, , Boulder, 80301, United States 8/20/2018 1/14/2020 Ware Malcomb Denver Trustile 1600 Champa St #350, , Denver, 80202, United States 2/25/2019 7/1/2019 BHH Partners Adkins Residence Breckenridge 160 E Adams Ave, , Breckenridge, 80424, United States 5/14/2019 1/14/2020 SAR Shears Adkins Rockmore 757 ELATIS ST Denver 1550 Wynkoop Street, Suite 100, , Denver, 80202, United States 10/17/2019 6/13/2019 Charles Cunniffe Architects Lot B North Housing Tellarude 610 East Hyman Avenue, , Aspen, 81611, United States 6/12/2019 5/3/2021 d7 Roofing WYOMING Residential Gillies Hanger unknown, , Alpine, 83128, United States Single House Project 12/1/2020 4/29/2022 OZ Architecture COLORADO Labriola Innovation Complex 1500 Illinoise St, 1500, Golden, 80401, United States Educational Building 1/4/2021 8/16/2021 BLDG.COLLECTIVE COLORADO 2670 6Th St Boulder , , Boulder, 80304, United States Single House Project 4/14/2021 8/12/2021 Ski Town Commercial Colorado - 655 Yampa Street Project 655 Yampa Street, , Steamboat Springs, 80487, United States Office Building 8/12/2021 6/27/2024 Rudd Construction CO Timberline Condo - Lodge & Building 2 690 Carriage Way, , Aspen, 81611, United States Apartment Building 6/9/2023 6/29/2023 Ali & Shea CO - 1180 Snowmass Village , , Snowmass Village, 81615, United States Hotel Or Restaurant 6/29/2023 6/29/2023 Roaring Fork Builders CO - 340 Monastery Cutoff Rd Phase 2 , , Snowmass, 81611, United States Single House Project 6/29/2023 7/1/2025 2757 design co CO Timberline Condo - Buildings 3-5 690 Carriage Way, , Aspen, 81611, United States Apartment Building 1/5/2024 9/30/2022 OZ Architecture CO Venture Center School of mines 1700 Washington Ave, 1700, Golden, 80401, United States Educational Building 1/18/2022 3/25/2022 Builders First Source CO - Builders First Source Aspen , , Aspen, 81611, United States Shopping Center Or Store 3/25/2022 10/10/2022 Venco LLC CO Franc Vanderven , , Denver, 80123, United States Single House Project 10/7/2022 10/10/2022 Roaring Fork Builders CO 340 Monastery Cutoff Rd , , , , Single House Project 10/10/2022 10/31/2022 OZ Architecture CO Venture Center School of mines additional 1700 Washington Ave, 1700, Golden, 80401, United States Educational Building 10/31/2022 8/31/2023 Barker Rinker Seacat Architecture CA Core Recreation Center 5542 Bellaterra Drive, , Elk Grove, 95757, United States Educational Building 2/9/2023 2/28/2023 Flynn BEC Colorado CO KGMH East Speer Boulevard, , Denver, 80203, United States Industry And Production Hall 2/21/2023 2/15/2024 Janckila Construction CO - 401 Carroll Drive- Aspen 401Carroll Drive, 401, Aspen, 81611, United States Single House Project 2/15/2024 4/25/2025 Cuningham (Denver, CO)CO - (Denver) St. Vrain Valley School District PK8 (SVVSD)395 South Pratt Parkway, , Longmont, 80501, United States Educational Building 5/10/2024 10/23/2024 Terra Firma Custom Homes CO Parkinson Residence Gcr 6660, , Grand County, 80447, United States Single House Project 5/21/2024 6/11/2024 Philip Wheaton CO Wheaton Residence 4956 Ward Rd, , Wheat Ridge, 80333, United States Single House Project 6/11/2024 8/6/2024 Hansen Construction Inc CO - Thomas Ginn Residence 310 AABC, , Aspen, 81611, United States Single House Project 6/19/2024 6/9/2026 Tectonic Management Group FL - Pilatus Aircraft Sarasota-Bradenton International Airport , , Sarasota, 34243, United States Transport - Aviation 7/3/2024 10/10/2024 Ascent Roofing Solution CO - 1171 Dillon Road Renovation 1171 Dillon Road, , Louisville, 80027, United States Warehouse/ Storage Commercial 9/12/2024 7/10/2025 Elk Mountain Group CO - 34280 Panorama Dr. Swain Residence 34280 Panorama Drive, , Steamboat Springs, 80487, United States Single House Project 1/31/2025 5/2/2025 Mexamer Construction Group CO - 1785 Sunburst 1785 Sunburst Drive, , Vail, 81657, United States Single House Project 3/20/2025 4/7/2025 Venco LLC CO - 1910 County Rd 4 1910 County Road 4, , Leadville, 80461, United States Single House Project 4/7/2025 10/6/2025 RED Architecture | Interiors | Lighting CO - 202 Lemond Place, Snowmass 202 Lemond Place, , Aspen, 81611, United States Single House Project 4/21/2025 7/10/2025 Alpine Master Builders CO - MacArthur Residence Steamboat Springs , , Steamboat Springs, 80477, United States Single House Project 5/14/2025 7/10/2025 Alpine Master Builders CO - Lot 7 TH Steamboat Springs , , Steamboat Springs, 80477, United States Single House Project 5/14/2025 11/11/2025 Baumgartner Custom Builders CO - 600 Meadowood Drive 600 Meadowood Drive, , Aspen, 81611, United States Single House Project 6/17/2025 # INTERNAL USE – This information should not be shared outside of Etex unless authorized to do so / except with certain authorized external partners. Page 378 of 423 6/9/2026 Tougher-New West Partners CO - 8 Prospect Creek Drive 8 Prospect Creek Drive, , Mountain Village, 81435, United States Single House Project 8/1/2025 11/11/2025 Elk Mountain Group CO - 34280 Panorama Dr. Swain Residence - Add On 34280 Panorama Drive, , Steamboat Springs, 80487, United States Single House Project 11/11/2025 3/18/2026 Douglass Colony Group CO - Wayfair (Denver, Co)8340 East Northfield Boulevard, , Denver, 80238, United States Shopping Center Or Store 1/22/2026 2/2/2026 Alpine Master Builders CO - Goshawk Residence , , Steamboat Springs, 80487, United States Single House Project 2/2/2026 4/10/2026 Hendrickson Construction INC CO - 655 Garmish 655 South Garmisch Street, , Aspen, 81611, United States Single House Project 3/10/2026 Subtotal Count 39 Connecticut 5/17/2024 Perkins Eastman (Stamford, CT)NY Extell Yonkers Bldgs C & D - stock Hudson River Waterfront in Yonkers 422 Summer Street, , Stamford, 06901, United States Apartment Building 5/29/2018 8/22/2023 TSKP Studio (Tai Soo Kim Partners) (Hartford, CT)MA Lyons Elementary School 55 Old St, , Randolph, 02368, United States Educational Building 4/3/2023 10/17/2023 Perkins Eastman (Stamford, CT)NY Extell 2 Bldgs - Hudson River Waterfront in Yonkers 422 Summer Street, , Stamford, 06901, United States Apartment Building 7/24/2023 9/6/2023 Shepley Bulfinch (Hartford, CT)CT Yale New Haven Health - Holly Hill Lane Holly Hill Lane, , Greenwich, 06830, United States Hospital And Health Building 8/18/2023 9/13/2023 Prutting & Company Custom Builders LLC CT- Prutting & Company Custom Builders LLC- Custom Home in CT , , Greenwich, 06830, United States Single House Project 2/24/2022 8/4/2022 Prutting and Co.CT - Prutting & Company - 225 Norton Rd. Easton, CT Norton Road, 225, Easton, 06612, United States Single House Project 8/4/2022 9/27/2023 SLAM Collaborative (Glastonbury, CT)CT - Torrington Middle-High School*50 Major Besse Drive, , Torrington, 06790, United States Educational Building 8/11/2022 11/18/2024 Perkins Eastman (Stamford, CT)NY Extell Yonkers Bldgs C&D, Hudson River Waterfront **From stock, order #2 of 2**422 Summer Street, , Stamford, 06901, United States Apartment Building 5/17/2024 1/16/2025 Michael Freedman WY - 75 McKean Drive 75 McKean Drive, , Jackson, 83001, United States Single House Project 6/21/2024 1/29/2026 JCJ Architecture (Hartford, CT)CT Fred D. Wish Museum School (Hartford, CT)319 Barbour Street, , Hartford, 06120, United States Educational Building 10/28/2024 10/24/2024 SLAM Collaborative (Glastonbury, CT)CT Torrington School - Added Interior Scope 50 Major Besse Drive, , Torrington, 06790, United States Educational Building 11/1/2024 4/2/2025 Michael Freedman WY - 75 McKean Drive Phase 2 75 McKean Drive, , Jackson, 83001, United States Single House Project 4/2/2025 10/8/2025 Laura Kaehler Architects CT - 91 Bowman 91 Bowman Drive, , Greenwich, 06831, United States Single House Project 4/28/2025 7/17/2025 Wheelhouse Properties CT Small Linea Sheet Order , , Greenwich, 06878, United States Single House Project 7/15/2025 Subtotal Count 14 District of Columbia 9/15/2020 PGN Architects LLC Lima Hotel 210 7th St SE, , Washington, 20003, United States Hotel Or Restaurant 8/9/2018 5/31/2022 Square 134 Architects DC -221-225 Vine St NW 221 Vine Street Northwest, 221, Washington, 20012, United States Apartment Building 1/10/2020 2/26/2018 HKS (Washington, D.C.)Tomenko Residence 1250 I St NW #600,, , Washington, 20005, United States 10/31/2017 7/16/2019 Canvas Architecture and Development 911 Shartel OK city 80 M Street SE, , Washington, 20003, United States 2/28/2018 3/26/2020 Hickok Cole (HQ) (Washington, D.C.)909 Rose 1023 31st NW, , Washington, 00000, United States 11/12/2019 9/15/2023 WDG Architecture (Washington, D.C.)DC - Reston Station Promenade Building C project / JW Marriot Hotel 1025 Connecticut Avenue Northwest, 1025, Washington, 20036, United States Apartment Building 10/8/2020 8/18/2023 Perkins Eastman (Washington, D.C.)DC - Art Place Fort Totten- Phase I 5300 South Dakota Avenue Northeast, , Washington, 20011, United States Apartment Building 4/20/2023 1/26/2023 ZGF Architects (Washington, D.C.)WA 701 Dexter , , Seattle, 98109, United States Office Building 2/11/2022 5/22/2024 Shalom Baranes Associates DC - Wardman Park , , Washington, 20008, United States Apartment Building 3/15/2023 8/15/2024 Shalom Baranes Associates DC -2nd phase Wardman Park , , Washington, 20008, United States Apartment Building 7/17/2024 10/11/2024 Shalom Baranes Associates DC -3rd phase Wardman Park , , Washington, 20008, United States Apartment Building 8/23/2024 1/7/2025 R&A Contractors Group, Inc.DC - Turtle House 1235 34th Street Northwest, , Washington, 20007, United States Single House Project 11/13/2024 3/25/2025 Shalom Baranes Associates DC - Wardman Park phase 3 , , Washington, 20008, United States Apartment Building 3/27/2025 Subtotal Count 13 Florida 8/29/2022 Comito Assoc PC Architecture NJ Grove St - Department of Public Works Bldg*Grove Avenue, , Cedar Grove, 07009, United States Government or Municipal Building 2/10/2021 9/26/2022 Jacobs - Orlando, FL FLORIDA St Cloud Orlando Utilities Facility , , St Cloud, 34769, United States Government or Municipal Building 6/24/2021 3/1/2024 Behar Peteranecz Architecture FL Holocaust Museum 55 5th St, 55, St. Petersburg, 33701, United States Educational Building 6/25/2021 4/30/2024 DLR Group Orlando OR Oregon Clackamas County Courthouse , , Portland, 97009, United States Government or Municipal Building 1/4/2022 1/3/2024 MAUCOR INC Fl - Maucor , , Maitland, 32751, United States Office Building 8/17/2023 6/20/2024 Loren Michael Development FL - Loren Baum Residence 4351 NE 11th Avenue, , Pompano Beach, 33060, United States Single House Project 6/20/2024 11/13/2024 Grey Dog Contracting VA - Flagship Carwash 13663 Lee Jackson Memorial Highway Service Road, , Chantilly, 20151, United States Shopping Center Or Store 8/15/2024 9/10/2024 Grey Dog Contracting VA - Flagship Carwash Leesburg 534 Trimble Plaza Southeast, , Leesburg, 20175, United States Shopping Center Or Store 8/15/2024 3/12/2025 ADC - A Designer Concepts FL - USF Restaurant 18110 Collins Avenue, , Sunny Isles Beach, 33160, United States Hotel Or Restaurant 12/4/2024 4/2/2025 Grey Dog Contracting MD - Severn Flagship Carwash 772 Donaldson Avenue, , Severn, 21144, United States Shopping Center Or Store 4/2/2025 1/23/2026 Dasher Hurst Architects NH - Honda Auto Fair (Manchester, NH)200 Keller Street, , Manchester, 03103, United States Shopping Center Or Store 6/3/2025 Subtotal Count 11 Georgia 2/15/2018 Perkins&Will Atlanta Atlanta Dairies Project 1315 Peachtree Street NE, , Atlanta, 30309, United States 4/21/2015 6/28/2019 Perkins&Will Atlanta Move In The Spirit 1315 Peachtree Street NE, , Atlanta, 30309, United States 4/21/2015 8/27/2018 Lord Aeck Sargent The Charles - Buckhead Triangle 1175 Peachtree Street, NESuite 2400, , Atlanta, 30361, United States 7/12/2017 6/19/2019 Peachtree Protective Covers, Inc Atlanta Data Center - PPC#: 38272 3255 South Sweetwater Rd, , Lithia Springs, 30122, United States 2/5/2018 6/16/2018 Hodges & Hicks General Contractors Atlanta Dairies Music Venue 1085 Old Roswell Rd, , Roswell, 30076, United States 3/1/2018 3/5/2021 Hill Foley Rossi & Associates LLC Lafayette Dental- Louisiana 3680 Pleasant Hill Road Suite 200, , Duluth, 30096, United States Hospital And Health Building 7/25/2019 3/19/2018 Miller-Clapperton Partnership, Inc.Mount SI High School 7948 Second Flag Drive, , Austell, 30168, United States 2/28/2017 2/27/2018 Miller-Clapperton Partnership, Inc.Concord Mills 7948 Second Flag Drive, , Austell, 30168, United States 1/9/2018 9/30/2021 The Johnson Studio at Cooper Carry GEORGIA Roof Top Bar , , Atlanta, 30319, United States Hotel Or Restaurant 4/16/2021 1/11/2024 Architectural Collaborative GA Costa Athens , , Athens, 30601, United States Apartment Building 9/28/2021 5/8/2025 Lord Aeck Sargent GA Georgia Tech ( GT Curran) Student Housing , , Atlanta, 30332, United States Educational Building 12/11/2023 8/4/2023 ASD|SKY GA West Court Square , , Decatur, 30030, United States Hotel Or Restaurant 9/21/2022 2/14/2024 Pencor Construction GA - 133 E Washington Street 133 E Washington Street, 133, Athens, 31714, United States Shopping Center Or Store 2/14/2024 4/8/2026 Miller-Clapperton Partnership, Inc.ID - Thrive Center for Safety & Healing - Hailey, ID , , Hailey, 83333, United States Hospital And Health Building 7/16/2025 9/22/2025 Perkins&Will Atlanta GA - Residence at 1034 Davis Circle 1034 Davis Circle Northwest, , Atlanta, 30318, United States Single House Project 8/18/2025 4/21/2026 Novus Architects MI-COMMUNITY FINANCIAL 43700 Grand River Avenue, , Novi, 48375, United States Office Building 4/21/2026 Subtotal Count 16 Hawaii 4/2/2025 Ferraro Choi HI - (Honolulu) Roosevelt High School Gym 1120 Nehoa St,, , Honolulu, 96822, United States Educational Building 10/27/2021 8/31/2022 RIM Architects - Honolulu HI Nightrider Jewelry Store Orlando Millenia Mall, , Orlando, 32801, United States Shopping Center Or Store 11/22/2021 6/28/2023 RIM Architects - Honolulu HI Nightrider Jewelry Store Colorado 3000E 1st Ave, , Denver, 80206, United States Shopping Center Or Store 4/21/2023 2/4/2025 Fediuk Homes HI - Konatoti Project 816698 Kauaiki Street, , Kealakekua, 96750, United States Single House Project 10/25/2024 5/8/2025 AHL Design HI - (Honolulu) USGS HILO Research Facility Ph 2 71 Nowelo Street, , Hilo, 96720, United States Government or Municipal Building 1/13/2025 Subtotal Count 5 Idaho 4/30/2021 Point Architects IDAHO Bigwood Osbourne Residential 209E 35th St, , Garden City, 83714, United States Single House Project 2/3/2020 7/19/2021 Cushing Terrell NEBRASKA FLAGG Papillion Office 800W Main St #800, , Boise, 83702, United States Office Building 11/21/2019 9/28/2021 Mclaughlin Associates Architects IDAHO Aronson Residence Sagewillow Rd 204 Sagewillow Rd, 204, Sun Valley, 83353, United States Single House Project 9/8/2020 6/30/2022 Storey Construction Idaho - Storey Construction- 12/29/2021 - 7,000 sf 128 Saddle Road, , Ketchum, 83340, United States Single House Project 12/29/2021 6/29/2023 Storey Construction ID - 128 Saddle Road , , Ketchum, 83353, United States Single House Project 6/29/2023 6/29/2023 Flynn BEC Idaho ID - Meridian Middle School- Cafeteria Phase 2 , , Meridian, 83642, United States Educational Building 6/29/2023 9/20/2023 Storey Construction ID - 128 Saddle Road- Ketchum , , Ketchum, 83353, United States Single House Project 9/20/2023 5/26/2022 KMV Builders ID - KMV Builders - Residential Hailey Idaho , , Hailey, 83333, United States Single House Project 5/26/2022 5/8/2025 McAlvain Companies ID - YMCA Downtown Boise State St. and 111th St., , Boise, 83702, United States Sport Or Leisure Building 3/6/2023 4/2/2025 Trey Hoff Architecture ID Mace Residence / House - Eagle 393 West State Street, , Eagle, 83616, United States Single House Project 9/5/2024 10/8/2025 With The Grain ID - Delmonego Residence 3285 Old Post Lane, , Victor, 83455, United States Single House Project 3/24/2025 10/8/2025 CF architects ID - 405 Juniper Sun Valley, ID 405 Juniper Road, , Sun Valley, 83353, United States Single House Project 6/17/2025 Subtotal Count 12 Illinois 10/30/2022 SMNG Architects IL Chicago - Academy for Global Citizenship 943 W. Superior, , Chicago, 60642, United States Educational Building 6/2/2020 12/23/2022 Pappageorge Haymes IL -1400 S Wabash -640 north lasalle suite 400, , Chicago, 60654, United States Apartment Building 3/13/2020 3/31/2021 Sheehan Nagle Hartray Architects - SNH- A Woolpert Co. (Chicago)Facebook Data Center CC03- Prineville OR 130 East Randolph Street, Suite 310, , Chicago, 60601, United States Administrative Building 5/21/2020 4/1/2019 Wight & Company - Darien, IL Will County Courthouse 2500 North Frontage Road, , Darien, 60561, United States 11/3/2016 3/12/2018 Sheehan Nagle Hartray Architects - SNH- A Woolpert Co. (Chicago)Facebook- Data Center- Albuquerque NM- EQUITONE 130 East Randolph Street, Suite 310, , Chicago, 60601, United States 10/20/2017 11/14/2018 Antunovich Associates Chicago 1201 W Lake Street 224 West Huron Street, Suite 7E, , Chicago, 60654, United States 12/13/2017 6/12/2018 Partners By Design Inc 350 N Orleans 363 W Erie St #600, , Chicago, 60654, United States 1/30/2018 7/23/2019 DLR Group Chicago Hyatt - Atlanta 333 W Wacker Dr, , Chicago, 60606, United States 2/23/2018 2/11/2020 Antunovich Associates Chicago 500 N Michigan Ave 224 West Huron Street, Suite 7E, , Chicago, 60654, United States 5/14/2018 3/4/2022 Ratio Design IL Chicago 2640-2720 N Sheffield Development, Edith Spurlock Sampson Residences 30 West Monroe Street, Suite 500, , Chicago, 60603, United States Apartment Building 8/2/2018 12/16/2019 Synergy Construction 1965 N Milwaukee Ave 2037 West Carroll Ave., , Chicago, 60612, United States 9/19/2018 4/18/2019 Thorne Associates 1115 W Fulton Market - Fulton Gallery 1450 W Randolph Ave, , Chicago, 60607, United States 11/14/2018 2/11/2020 Allstar Construction Aguilar Erickson Residence, Medina, MN 5145 Industrial Street- Suite 103, , Maple Plain, 55359, United States 2/28/2019 8/18/2023 Design Bridge- Chicago 734 West 47th Street - Threshold Annex 1415 West Grand Avenue, , Chicago, 60642, United States Apartment Building 7/9/2019 3/20/2020 Perkins and Will Chicago Wellness + Aquatic Center, Lafayette IN 330 N. Wabash Ave, Suite 3600, , Chicago, 60611, United States 7/26/2019 4/15/2021 STL architects Beard Elementary School - CPS 808 N Dearborn st., , Chicago, 60610, United States Educational Building 11/26/2019 11/15/2021 BKV Group (Chicago, IL)MI - Ingham County Justice Center - Mason MI 209 South LaSalle Street The Rooker, , Chicago, 60604, United States Government or Municipal Building 2/28/2020 12/15/2021 Sheehan Nagle Hartray Architects - SNH- A Woolpert Co. (Chicago)Oregon Project 5-6 (FB), , Prineville, 97754, United States Office Building 4/8/2021 6/30/2022 Krueck + Sexton Architects Washington D.C - 1835 Eye Street N.W., International Square Restaurant- Lobby , , Washington, 20001, United States Hotel Or Restaurant 5/27/2021 10/15/2021 Antunovich Associates Chicago Oak Brook Commons 22nd and McDonald's DriveBuilding H, , Oak Brook, 60523, United States Apartment Building 7/1/2021 5/23/2024 DLR Group Chicago IL - Mayo Campus Hotel (Hilton JAX) in Jacksonville FL , , Jacksonville, 32034, United States Hotel Or Restaurant 7/14/2021 9/16/2022 RG Construction IL - Conroy Residence 2614 Hartzell Street, , Evanston, 60201, United States Single House Project 11/11/2021 # INTERNAL USE – This information should not be shared outside of Etex unless authorized to do so / except with certain authorized external partners. Page 379 of 423 5/22/2023 DLR Group Chicago IL - Residence Inn Seattle , , Seattle, 98101, United States Hotel Or Restaurant 11/12/2021 2/15/2023 FGM Architects - O'Fallon Illinois IL - Public Safety Building - Emerson Park Metro Station - Belleville, IL , , Clayton, 63105, United States Apartment Building 11/12/2021 9/23/2024 Wight & Company - Darien, IL IL - DuPage County Health Department 111 North County Farm Road, , Wheaton, 60187, United States Hospital And Health Building 6/21/2023 7/3/2023 Arch-h Il - Nicholas Hadley , , Chicago, 60614, United States Single House Project 7/3/2023 12/19/2024 HPZS IL - Elgin Community College- Truck Driving Classroom , , Elgin, 60120, United States Sport Or Leisure Building 1/18/2024 6/15/2023 DxU Architects IL - Verizon Store. Auburn IN , , Auburn, 46706, United States Shopping Center Or Store 4/7/2022 11/7/2024 BSB Design, Inc IL - Plaza at Pinnacle Hills, Arkansas , , Little Rock, 72007, United States Apartment Building 5/31/2022 6/17/2022 Krueck + Sexton Architects DC - International Square Restaurant 1835 I Street Northwest, , Washington, 20006, United States Hotel Or Restaurant 6/17/2022 10/30/2022 Legat Architects IL - Augustana College, Sorensen Hall 639 38th Street, , Rock Island, 61201, United States Educational Building 8/23/2022 12/29/2023 Wight & Company - Darien, IL IL - CENTENNIAL PARK WEST (CPW) - Concert Venue Park Station Boulevard, , Orland Park, 60462, United States Sport Or Leisure Building 9/1/2022 9/28/2022 Krueck + Sexton Architects IL - 1835 Eye Street, DC - Additional panels , , Washington, 20001, United States Apartment Building 9/28/2022 5/11/2023 IL - Doyle & Associates IL - CPS Otis Athletic Field 525 North Armour Street, , Chicago, 60642, United States Educational Building 2/3/2023 8/15/2023 Moss IL - Friedman-Kornbluh House- Chicago , , Chicago, 60647, United States Single House Project 2/23/2023 5/12/2025 New Office / The Third Entity IL - Sankofa Village Wellness Center Standard Colors , , Chicago, 60624, United States Hospital And Health Building 3/3/2023 2/15/2024 Sheehan Nagle Hartray Architects - SNH- A Woolpert Co. (Chicago)IL - Arizona Data Center , , Phoenix, 85001, United States Government or Municipal Building 3/10/2023 3/26/2026 Risepointe WA - King's Way Christian School 3606 Northeast 78th Street, , Vancouver, 98665, United States Educational Building 5/3/2024 9/17/2026 Klingner IL Innovation Campus Hannibal MO 4417 McMasters Avenue, , Hannibal, 63401, United States Educational Building 7/22/2024 7/8/2025 Perkins and Will Chicago IL - ECC Truck Driving Classroom 700 Spartan Drive, , Elgin, 60123, United States Educational Building 9/24/2024 2/4/2025 Sheehan Nagle Hartray Architects - SNH- A Woolpert Co. (Chicago)OR Facebook Data Center CC03 Rework - Prineville, OR 735 Southwest Connect Way, , Prineville, 97754, United States Office Building 9/25/2024 4/4/2025 Sheehan Nagle Hartray Architects - SNH- A Woolpert Co. (Chicago)OR Facebook Data Center CC05-6 - Prineville, OR 735 Southwest Connect Way, , Prineville, 97754, United States Office Building 9/25/2024 10/6/2025 Osman Construction IL - Advantage Honda Fox Lake 91 U.S. 12, , Fox Lake, 60020, United States Shopping Center Or Store 11/13/2024 7/9/2025 WT Group IL - (Hoffman Estates) Pollo Camparo Archer Heights - 4305 S Pulaski 4305 South Pulaski Road, , Chicago, 60632, United States Hotel Or Restaurant 11/19/2024 6/6/2025 NIA Architects Chicago IL - Eve B. Lee Place 500 Peterson Road, , Libertyville, 60048, United States Apartment Building 12/3/2024 8/6/2025 bKL Architecture IN - House of Tomorrow East Lake Front Drive, , Beverly Shores, 46360, United States Educational Building 1/23/2025 2/18/2025 Ratio Design IL Chicago 2640-2720 N Sheffield Development, Edith Spurlock Sampson Residences Additional Material 30 West Monroe Street, Suite 500, , Chicago, 60603, United States Apartment Building 2/18/2025 2/25/2026 Perkins and Will Chicago IL - Ryan Stadium East Patio 1501 Central Street, , Evanston, 60201, United States Sport Or Leisure Building 2/28/2025 10/6/2025 Corgan IL - Jillson Residence 4524 North Maplewood Avenue, , Chicago, 60625, United States Single House Project 3/5/2025 7/1/2025 New Office / The Third Entity IL - Sankofa Village Wellness Center Custom Color , , Chicago, 60624, United States Hospital And Health Building 5/12/2025 3/12/2026 Dewberry IL-Henry Stark Special Education 1509 Railroad Avenue, , Kewanee, 61443, United States Educational Building 6/19/2025 12/2/2025 Novak Construction GA - Wayfair Howell Mill + Add On 80 1801 Howell Mill Road, , Atlanta, 30318, United States Shopping Center Or Store 8/20/2025 1/27/2026 McDonald's IL - McDonalds 3900 S Normal Ave 3900 South Normal Avenue, , Chicago, 60609, United States Hotel Or Restaurant 1/27/2026 2/6/2026 McDonald's IL - McDonalds 5360 Touhy Ave. Skokie, IL 5360 Touhy Avenue, , Skokie, 60077, United States Hotel Or Restaurant 1/27/2026 2/6/2026 McDonald's IL - McDonalds 1660 Dekalb Ave. Sycamore, IL 1660 DeKalb Avenue, , Sycamore, 60178, United States Hotel Or Restaurant 1/27/2026 5/27/2026 McDonald's IL - McDonalds 1660 Dekalb Ave. Sycamore, IL(Add)1660 DeKalb Avenue, , Sycamore, 60178, United States Hotel Or Restaurant 5/27/2026 Subtotal Count 56 Indiana 12/5/2018 Crown Corr Altoona PA project 7100 West 21st Avenue, , Gary, 46406, United States 6/21/2018 8/15/2021 MD Architects Highland Heights Veterinary Hospital - Highland Heights, OH 734 Alpha Drive, 734, Highland Heights, 44143, United States Hospital And Health Building 10/14/2020 12/15/2021 Design Collaborative, Indiana IN - Fort Financial Credit Union 1771 West Wallen Road, 1771, Fort Wayne, 46818, United States Office Building 3/22/2021 8/5/2021 Indiana - Abonmarche Indiana - Reta Clinic 116 West Jackson Boulevard, , Elkhart, 46516, United States Hospital And Health Building 6/9/2021 3/9/2022 Carter Lumber Company VA - Carter Lumber Company- Ibrahim Residence , , Williamsburg, 23185, United States Single House Project 3/9/2022 8/23/2023 ONE 10 STUDIO IN - Thomas Residence- McCordsville, IN 13344 Cambridge Cove Way, , McCordsville, 46055, United States Single House Project 5/20/2022 9/16/2022 Design Collaborative, Indiana IN - Fort Financial Add-on 1771 West Wallen Road, 1771, Fort Wayne, 46818, United States Office Building 9/16/2022 11/6/2024 CSO Architects Inc IN - Indiana Law Enforcement Academy , , Indianapolis, 46077, United States Office Building 10/25/2022 7/25/2025 StudioAXIS IN - IMCU Westfield 17475 Spring Mill Road, , Westfield, 46074, United States Office Building 10/1/2024 Subtotal Count 9 Iowa 11/30/2019 Neumann Monson Architects Hieronymus Square - Iowa City 221 E College Street, Studio #303, , Iowa City, 52240, United States 5/9/2019 Subtotal Count 1 Kansas 7/8/2019 Schwerdt Design Group Sunflower Foundation Healing Hill 2231 SW Wanamaker Rd #303, , Topeka, 66614, United States 2/1/2019 5/12/2025 Gravity Works Architecture KS - Decarsky Park Concessions building 1600 East Line Drive, , Derby, 67037, United States Sport Or Leisure Building 12/10/2024 Subtotal Count 2 Kentucky 4/26/2019 Williams Associates Architects American Bank and Trust 1136 S Park Dr #102, , Bowling Green, 42103, United States 7/16/2018 11/30/2018 Stengel Hill Architecture Fairview Community Health – Bowling Green, KY 613 West Main Street, , Louisville, 40202, United States 3/5/2018 4/30/2024 Denham-Blythe Company KY - Dayspring Health , , Williamsburg, 40769, United States Hospital And Health Building 5/22/2023 7/28/2023 KY - Joseph & Joseph + Bravura KY - Veterans Memorial Park Performance Pavilion and Restrooms , , Jeffersontown, 40220, United States Sport Or Leisure Building 2/7/2022 11/15/2023 Omni Architects KY - Library in Kentucky #2120 Boon County , , Lexington, 40507, United States Office Building 3/29/2022 5/14/2025 Sewell and Sewell Architects KY - Gary Force Honda 2325 Scottsville Road, , Bowling Green, 42104, United States Shopping Center Or Store 3/21/2025 Subtotal Count 6 Louisiana 3/3/2022 Waggonner & Ball Architects Louisiana - Carrollton Courthouse Assisted Living and Memory Care - New Orleans 2200 Prytania Street, , New Orleans, 70130, United States Hospital And Health Building 7/8/2019 3/8/2023 Davis Design & Consulting, LLC NC Battleground 3227 Battlegound Ave, 3227, Greensboro, 27410, United States Apartment Building 3/8/2023 12/2/2025 Frisco Industrial Contractors LA - 3007 Hwy 182 E-Morgan City 3007 Louisiana 182, , Morgan City, 70380, United States Office Building 8/11/2025 Subtotal Count 3 Maine 11/18/2019 Theodore & Theodore Sister Point 348 Bald Head Rd, , Bath, 04530, United States 4/2/2018 10/25/2024 WESTERN MAINE SUPPLY ME - Bogan Ellis Ski Home Lot 7 Sunday River Ski Resort, , Newry, 04261, United States Single House Project 6/10/2024 7/1/2025 Mobile Studio Design ME - Biddeford Primary School Addition 320 Hill Street, , Biddeford, 04005, United States Educational Building 6/26/2024 Subtotal Count 3 Maryland 12/15/2020 Streetsense 1775 Eye Street NW - DC 3 Bethesda Metro Ste 140, , Bethesda, 20814, United States Apartment Building 5/19/2020 7/24/2020 Jonathan Nehmer + Associates Yotel - DC 415 New Jersey Avenue Northwest, 415, Washington, 20001, United States 2/12/2020 5/7/2018 BCT Architects Towson Circle East 100 North Charles Street #1800, , Baltimore, 21201, United States 5/15/2017 7/31/2019 BCT Architects Yard 56 100 North Charles Street #1800, , Baltimore, 21201, United States 12/18/2017 7/15/2022 SK+I Architecture MD - Upton Place 4600 EAST-WEST HWY I SUITE 700, , BETHESDA, 20814, United States Apartment Building 1/10/2018 8/20/2019 Design Collective North Bethesda Center Parcel G 610 East Pratt Street Ste 300, , Baltimore, 21202, United States 3/14/2018 9/1/2023 EwingCole (Baltimore, MD)MD -Shady Grove Life Sciences Center (Baltimore area)/ aka Traville Buliding B 810 Light Street, 810, Baltimore, 21230, United States Office Building 9/2/2020 5/30/2023 SK+I Architecture VA - Block C, West Falls Church Gateway/ 255 Commons Dr., , Falls Church, 22040, United States Office Building 5/4/2021 5/1/2024 AECOM - Maryland MD - Winchester Airport Virginia 491 Airport Road, 491, Winchester, 22602, United States Transport - Aviation 8/16/2021 3/6/2026 Abstract Group MD - Martin State Airport (MTN) Control Tower 701 Wilson Point Road, , Baltimore, 21220, United States Transport - Aviation 5/23/2023 7/10/2024 EastWing Architects MD - Sutherland Residence in Baltimore City 108 West Hill Street, , Baltimore, 21230, United States Single House Project 6/12/2023 9/13/2023 Penney Design Group PA - Porsche Studio 160 North Gulph Rd, 160, King of Prussia,, 19406, United States Office Building 9/13/2023 5/16/2024 Ayers Saint Gross (Baltimore, MD)MD - Garland Hall Addition and Reno – Vanderbilt Univ.1101 19th Avenue South, , Nashville, 37212, United States Educational Building 11/16/2023 10/29/2024 Hord Coplan Macht (Baltimore, MD)MD - Pickersgill Retirement Community 615 Chestnut Avenue, , Towson, 21204, United States Apartment Building 1/29/2024 11/29/2024 Zannoni Architecture MD - Wolftrap Renovation- 42115 White Point Beach Rd 42115 White Point Beach Road, , Leonardtown, 20650, United States Single House Project 6/12/2024 7/29/2024 Ayers Saint Gross (Baltimore, MD)MD - 2nd phase Garland Hall Addition and Reno – Vanderbilt Univ.1101 19th Avenue South, , Nashville, 37212, United States Educational Building 7/17/2024 10/18/2024 Wilmot Sanz MD-Northwest Hospital Emergency Renovation 5401 Old Court Road, , Randallstown, 21133, United States Hospital And Health Building 7/18/2024 11/14/2024 Penney Design Group MD - Gaithersburg Flagship Carwash 87 Bureau Drive, , Gaithersburg, 20878, United States Shopping Center Or Store 9/5/2024 9/8/2025 Janus Contractors MD - North Point Trolley 8700 North Point Road, , Edgemere, 21219, United States Government or Municipal Building 9/8/2025 Subtotal Count 19 Massachusetts 9/29/2020 Elite Metal Framing & Construction Elite HQ Office 611 Salem Street 611 Salem Street, , Wakefield, 01880, United States Office Building 4/7/2020 3/31/2022 Sasaki (Boston, MA)PA Penn State Behrend Athletic, Recreation and Wellness Center (Erie, PA) +64 Pleasant St, , Watertown, 02472, United States Educational Building 5/12/2020 1/14/2026 CBT Architects (Childs Bertman Tseckares)MA 1180 Boylston- Multi Family Housing Wood frame *110 Canal St, , Boston, 02114, United States Apartment Building 5/27/2020 7/24/2018 Sasaki (Boston, MA)Deerfield Academy, MA 64 Pleasant St, , Watertown, 02472, United States 3/1/2016 2/7/2018 RODE Architects, Inc.232 Old Colony Ave 535 Albany Street | 405, , Boston, 02118, United States 5/19/2016 11/26/2018 CannonDesign (Boston, MA)Pembroke MOB-Brigham and Womens 99 Summer St #600, , Boston, 02110, United States 8/12/2016 3/5/2018 Robert Olson Associates Community Health- Stamford, CT 374 Congress St # 300, , Boston, 02210, United States 5/10/2017 3/29/2019 CBT Architects (Childs Bertman Tseckares)UMASS Lowell – Coburn Hall 110 Canal St, , Boston, 02114, United States 10/2/2017 3/5/2018 Studio G Architects, Inc.Excel Academy Phase II 179 Boylston St Bldg P, , Jamaica Plain, 02130, United States 11/22/2017 2/10/2022 Perkins&Will (Boston, MA)ME Maine Medical Center 225 Franklin St #1100, , Boston, 02110, United States Hospital And Health Building 3/20/2018 7/1/2019 Shepley Bulfinch (Boston, MA)131 Heister Street St State College PA 2 Seaport Lane, , Boston, 02210, United States 4/30/2018 10/21/2019 Shepley Bulfinch (Boston, MA)UMASS Amherst – Student Union renovation 2 Seaport Lane, , Boston, 02210, United States 11/27/2018 10/10/2019 Bergmeyer Associates Inc.New Restaurant (old Sears Burlington) Shake Shack.51 Sleeper St, , Boston, 02210, United States 4/18/2019 3/1/2023 D/R/E/A/M Collaborative MA Bartlett Station - Parcel D Invitation Affordable housing *236 Huntington Avenue Suite 303, , Boston, 02115, United States Apartment Building 2/18/2020 12/14/2021 Finegold Alexander + Associates Inc MA Lower Basin Barracks 77 N Washington St # 700, , Bsoton, 02114, United States Government or Municipal Building 2/20/2020 4/3/2018 Maryann Thompson Architects Maryann Thompson Promafour 741 Mount Auburn St, , Watertown, 02472, United States 2/8/2018 9/13/2021 Sunrise Erectors, Inc.MA The Life Science project in Union Square we have been discussing is designated as D2.1 290 Pine St, , Canton, 02021, United States Hospital And Health Building 2/28/2019 2/10/2021 Prellwitz Chilinski Associates, Inc. - PCA Salem NH at Tuscan Village South Village Dr, 2, Salem, 03079, United States Apartment Building 6/23/2020 5/18/2021 CUBE 3 (HQ) (North Andover, MA)Wellesley Office Park 65 William Street, 65, Wellesley, 02481, United States Office Building 7/22/2020 10/21/2020 Turkel Design Cambridge South Ponte Vedra Blvd- Ponte Vedra FL 2423 South Ponte Vedra Boulevard, 2423, Ponte Vedra Beach, 32082, United States Single House Project 9/23/2020 # INTERNAL USE – This information should not be shared outside of Etex unless authorized to do so / except with certain authorized external partners. Page 380 of 423 2/10/2022 Perkins Eastman (Boston, MA)MA Easton Elementary School - 2nd order 50 Spooner St, , Easton, 02356, United States Educational Building 2/18/2021 1/10/2024 Saam Architecture MA Crocker Elementary School - 1 *200 Bigelow Rd Fitchburg, MA, , Fitchburg, 01420, United States Educational Building 10/8/2020 3/9/2022 CBT Architects (Childs Bertman Tseckares)MA Newman Center - Catholic THATCHER ROAD, , Amherst, 01002, United States Educational Building 2/25/2021 5/31/2023 DiMella Shaffer MA Nexus Alston Labs Boston *250 western Ave, , boston, 02134, United States Apartment Building 6/23/2021 1/10/2022 Perkins Eastman (Boston, MA)MA Easton Elementary School 50 Spooner St, , Easton, 02356, United States Educational Building 10/13/2021 5/8/2025 Amenta Emma Architects (Boston, MA)MA Merrick at The Square*11 SEVER STREET, , WORCESTER, 01609, United States Apartment Building 10/18/2021 12/16/2021 Urbanity Homes MA 5 Campbell ct 5 Campbell ct Revere MA 02151, , Revere, 02151, United States Single House Project 11/29/2021 10/30/2023 Nelson Worldwide (Boston, MA)MA Trilith Live Fayettville GA , , Fayetteville, 30214, United States Sport Or Leisure Building 5/17/2023 6/28/2023 Walsh Brothers Inc.MA Brigham and Women's Hospital - Corporate park Replacement panels 15 Corporate Park Dr, , Pembroke, 02359, United States Office Building 5/19/2023 5/31/2023 Perkins Eastman (Boston, MA)MA Easton Elementary School - 3nd order 50 Spooner St, , Easton, 02356, United States Educational Building 5/31/2023 10/12/2023 D/R/E/A/M Collaborative MA Bartlett Station - Parcel D Invitation Affordable housing *236 Huntington Avenue Suite 303, , Boston, 02115, United States Apartment Building 10/12/2023 10/24/2023 LDV Building Solutions Inc MA - Ali Abo-Laban 46 Amesbury Street, , Lawrence, 01840, United States Office Building 10/24/2023 1/8/2024 Elite Metal Framing & Construction MA - 611 Salem Street 611 Salem Street, , Wakefield, 01880, United States Government or Municipal Building 1/8/2024 3/9/2022 F & E Construction MA - F & E Construction- Peabody Mass 50 Donahue Drive, , Marlborough, 01752, United States Single House Project 3/9/2022 9/28/2023 Architectural Resources Cambridge (ARC)MA - Phillips Academy Music Building*Phillips Street, , Andover, 01810, United States Educational Building 6/7/2022 12/8/2022 Architectural Resources Cambridge (ARC)MA Dexter Southfield Dining Hall Expansion - from stock 20 NEWTON ST, , BROOKLINE, 02445, United States Educational Building 11/8/2022 9/9/2024 Sasaki (Boston, MA)MA V01- UConn South Campus Dupe/CT - University of Connecticut South Campus 2131 Hillside Road, Unit 3088, , Storrs, 06269, United States Educational Building 10/17/2022 9/13/2024 bh+a - Bargmann Hendrie + Archetype, Inc.MA Newton Center for Active Living (NewCAL)Newton Center for Active Living 345 Walnut S, , Newton, 02460, United States Educational Building 11/17/2022 5/9/2025 Saam Architecture MA Boston Logan Airport ATCT , , East Boston, 02128, United States Transport - Aviation 1/24/2024 4/1/2024 Ezra Ambrose MA - Robertson Perkins Residence , , Truro, 02666, United States Single House Project 4/1/2024 4/2/2024 Marcia Velencia MA - Belmont , , Belmont, 02478, United States Single House Project 4/2/2024 3/17/2025 William Rawn Associates MA Boston Museum of Science - Public Science Common 1 Science Park, , Boston, 02114, United States Educational Building 4/8/2024 12/23/2025 Ellenzweig MA North Shore Community College (Danvers, MA)1 Ashburton Place, , Boston, 02108, United States Educational Building 4/12/2024 9/12/2024 MCR Construction MA - Somerville , , Somerville, 02145, United States Office Building 4/24/2024 5/21/2024 Saam Architecture MA Crocker Elementary School - additional material 2 200 Bigelow Rd Fitchburg, MA, , Fitchburg, 01420, United States Educational Building 5/21/2024 3/12/2025 Timberline Enterprises LLC MA - Hudson DPW 1 Municipal Drive, , Hudson, 01749, United States Office Building 6/17/2024 11/4/2024 Specialty Builders' Supply MA - Edgarton 182 Massachusetts 137, , Harwich, 02645, United States Single House Project 7/23/2024 7/24/2025 Sasaki (Boston, MA)MA Brimmer and May - New Wellness & Recreation Center 40 Middlesex Road, , Newton, 02467, United States Educational Building 7/30/2024 1/12/2026 Austin Architects MA - MassDOT District 4 Administration Building 519 Appleton Street, , Arlington, 02476, United States Government or Municipal Building 11/13/2024 3/12/2025 Tom Fitzmaurice MA - 10 Shipyard Drive Hingham, MA 10 Shipyard Drive, , Hingham, 02043, United States Multiple House Project 1/16/2025 4/25/2025 Hutker Architects NY Morano Residence (Martha's Vineyard), , Edgarton, 02539, United States Single House Project 3/10/2025 10/8/2025 BUTZ + KLUG Architecture MA - Batten Residence White Hill Road, , Alford, 01266, United States Single House Project 4/2/2025 4/28/2025 Specialty Builders' Supply MA - 182 Route 137, Harwich 182 Massachusetts 137, , Harwich, 02645, United States Single House Project 4/9/2025 11/14/2025 Frederick Design Studio MA - 58 York Terrace, Brookline, MA 58 York Terrace, , Brookline, 02446, United States Single House Project 6/13/2025 4/30/2026 Populous (Boston, MA)MA Meade Stadium at URI (Kingston, RI)25 West Alumni Avenue, , South Kingstown, 02881, United States Sport Or Leisure Building 6/17/2025 9/11/2025 Lab 9 Modular LLC MA - Clarendon Hill Building E , , Somerset, 02144, United States Apartment Building 7/28/2025 7/12/2026 Consigli Construction Co., Inc. (HQ) (Milford, MA)ME MaineHealth Mid Coast Hospital (Brunswick, ME)123 Medical Center Drive, , Brunswick, 04011, United States Hospital And Health Building 7/30/2025 8/13/2025 Timberline Enterprises LLC MA - Hudson DPW (Phase 2)1 Municipal Drive, , Hudson, 01749, United States Office Building 8/13/2025 1/22/2026 Hammel, Green & Abrahamson (HGA) (Boston, MA)MA MIT Building 13 Ji Lab (Cambridge, MA)32 Vassar Street, , Cambridge, 02139, United States Educational Building 8/21/2025 12/1/2025 Specialty Builders' Supply - sbs one source MA - Orr Lane 182 Massachusetts 137, , Harwich, 02645, United States Single House Project 9/17/2025 6/14/2026 Helene Karl Architects, Inc.MA New Wrentham DPW Building (Wrentham, MA)360 Taunton Street, , Wrentham, 02093, United States Government or Municipal Building 10/2/2025 4/15/2026 CBT Architects (Childs Bertman Tseckares)MA 1180 Boylston - Additional Scope 1180 Boylston Street, , Brookline, 02467, United States Apartment Building 4/14/2026 Subtotal Count 62 Michigan 10/5/2018 Integrated Architecture Breton Village Building D 4090 Lake Drive SE, , Grand Rapids, 49546, United States 1/24/2018 1/16/2019 Lucid Architecture 1711 Cielo Dr NE Grand Rapids, MI 49525 201 W Washington, Ste 250, , Zeeland, 49464, United States 3/7/2018 2/3/2020 Gensler Detroit Auto-Owners Headquarters 150 W Jefferson Ave, , Detroit, 48226, United States 12/3/2018 10/1/2022 HOBBS + BLACK KY - Oxmoor Center , , Louisville, 40018, United States Hospital And Health Building 6/10/2021 6/29/2023 Pytiak Design Build MI - Hyde Residence 2 , , , , Single House Project 6/29/2023 11/1/2022 OX Studio MI - Grace Bible Addition, Ann Arbor, MI., , Ann Arbor, 48103, United States Office Building 5/10/2022 2/14/2023 Pytiak Design Build MI - Hyde Residence- West Bloomfield MI North Shore Drive, 6000, West Bloomfield Township, 48324, United States Single House Project 8/25/2022 4/24/2024 Daniels and Zermack MI - Minion Plaza project 4559 Washtenaw Avenue, , Ann Arbor, 48108, United States Shopping Center Or Store 3/3/2023 4/1/2024 Zahn Builders MI - 6141 Lakeshore Residence 6141 Lakeshore Dr, , West Olive, 49460, United States Single House Project 2/20/2024 7/3/2024 RAM Construction Services MN - Arhaus Furniture 2801 West Big Beaver Road, Space G-247, , Troy, 48371, United States Shopping Center Or Store 5/28/2024 12/2/2024 SDI Exterior Systems LLC MI - West Bloomfield Community Financial 1360 West Main Street, , Gaylord, 49735, United States Office Building 9/11/2024 12/2/2024 SDI Exterior Systems LLC MI - Grand River Community Financial 500 South Harvey Street, , Plymouth, 48170, United States Office Building 9/11/2024 4/30/2025 Kyle Hoff MI - 1251 Heather Way 1251 Heather Way, , Ann Arbor, 48104, United States Single House Project 4/9/2025 11/11/2025 inFORM studio MI - Verizon Store 5054 Bay Rd. Saginaw, MI 5054 Bay Road, , Saginaw, 48604, United States Shopping Center Or Store 6/13/2025 7/29/2025 SDI Exterior Systems LLC MI - West Bloomfield Community Financial (Add On)1360 West Main Street, , Gaylord, 49735, United States Office Building 7/8/2025 4/24/2026 Lakewood Construction MI-JR AUTOMATION 800 Riley Street, , Zeeland, 49464, United States Office Building 9/24/2025 Subtotal Count 16 Minnesota 2/13/2020 Robert Gill Builder Hoffman Residence, Rochester, MN 511 Northern Hills Dr NE, , Rochester, 55906, United States 10/2/2019 7/1/2021 New Studio Architecture NJ Longport Project -Residential 5000 South Broad Street, , Philadelphia, 19112, United States Single House Project 9/8/2020 11/15/2021 SRa - Sperides Reiners Architects MN- Taco Bell 6442 City West Parkway, , Eden Prairie, 55344, United States Shopping Center Or Store 4/19/2021 11/1/2021 Atomic Architectural Sheet Metal, Inc Minnesota - Atomic Architectural Sheet Metal, Inc - 06/22/2021 , , Vadnais Heights, 55110, United States Hotel Or Restaurant 6/22/2021 4/19/2023 MSR Design MN - McNeely Music Center 2060 Summit Avenue, , Saint Paul, 55105, United States Sport Or Leisure Building 8/18/2022 5/1/2024 Wold Architects and Engineers MN - Lac Qui Parle County New Government Center , , Minneapolis, 55111, United States Government or Municipal Building 11/2/2022 6/1/2023 JLG Architects - MN MN - Watford City Middle School / McKenzie County School District , , Watford City, 58854, United States Educational Building 11/22/2022 4/5/2024 Imprint Architecture and Design, LLC MN - Raymundo + McCauley 4404 Salem Rd. SW, , Rochester, 55902, United States Single House Project 4/2/2024 5/29/2025 LSE Architects PA-Live Nation Lower Hill Music Hall Wylie Avenue, , Pittsburgh, 15219, United States Sport Or Leisure Building 7/8/2024 3/12/2025 Imprint Architecture and Design, LLC MN - Raymundo + McCauley Phase 2 4404 Salem Rd. SW, , Rochester, 55902, United States Single House Project 3/12/2025 12/2/2025 Studio M Architects TX - Game Show Battle Rooms 4887 Alpha Road, , Farmers Branch, 75244, United States Sport Or Leisure Building 9/4/2025 Subtotal Count 11 Missouri 8/8/2018 Universe Corporation Worcester County Jail in West Boylston, MA 3333 Foerster Rd, , Bridgeton, 63044, United States 7/26/2018 9/3/2019 Universe Corporation Watershed Building 3333 Foerster Rd, , Bridgeton, 63044, United States 7/25/2019 1/28/2019 Universe Corporation Facebook- Data Center- Papillion, NE 3333 Foerster Rd, , Bridgeton, 63044, United States 5/8/2018 5/30/2018 Universe Corporation Midwest Veterinary Referral & Emergency Center- Omaha NE 3333 Foerster Rd, , Bridgeton, 63044, United States 2/22/2018 2/14/2018 Universe Corporation Boone Public Library - Hebron Branch- KY 3333 Foerster Rd, , Bridgeton, 63044, United States 9/18/2017 4/8/2018 Universe Corporation Virtua Health System- Cancer Treatment Center- Moorestown NJ 3333 Foerster Rd, , Bridgeton, 63044, United States 7/21/2017 1/9/2020 Universe Corporation Realm Cellars 5759 Silverado Trail Napa 3333 Foerster Rd, , Bridgeton, 63044, United States 1/9/2020 9/30/2019 Universe Corporation Lot B 285 Mahoney Dr 3333 Foerster Rd, , Bridgeton, 63044, United States 7/19/2019 9/30/2019 Universe Corporation 15 Guy Place SF 3333 Foerster Rd, , Bridgeton, 63044, United States 8/2/2019 4/30/2021 ACI Boland Architects Ambulatory Surgery Center in Overland Park 417 East 135th Street, 417, Kansas City, 64145, United States Hospital And Health Building 7/24/2020 11/15/2023 HOK - Kansas City KS - Bluhawk Sports Park , , Overland Park, 66213, United States Sport Or Leisure Building 9/14/2021 3/1/2022 Chiodini Architects MO - Greensfelder Rec Complex Renovation 550 Weidman Road, , Ballwin, 63011, United States Sport Or Leisure Building 1/5/2022 9/30/2024 Jacobs MO - Wright Patterson AFB – Dayton, OH 2000 Allbrook Drive, , Wright-Patterson Air Force Base, 45433, United States Transport - Other 3/28/2023 4/28/2025 Sapp Design Architects MO - SPS Reed Middle School 840 South Jefferson Avenue, , Springfield, 65806, United States Educational Building 8/22/2023 10/1/2023 bond Architects MO - Wright City High School , , Wright City, 63390, United States Educational Building 2/8/2022 6/18/2025 HNTB KS - Northwestern Univ. Ryan Field Stadium, IL , , Kansas City, 64105, United States Sport Or Leisure Building 2/8/2022 4/26/2022 Universe Corporation CA Laurel Canyon Residential TE85 Laurel Canyon, , Nicasio, 94946, United States Single House Project 4/22/2022 3/13/2023 Universe Corporation WA Starfish Neuroscience , , Bellevue, 98004, United States Industry And Production Hall 1/13/2023 11/4/2024 McCownGordon Construction MO - Husch Blackwell 4801 Main St., Suite #1000, , Kansas City, 64112, United States Office Building 5/31/2024 9/10/2024 Burns & McDonnell - MO MO - (Missouri) Microsoft ATL-11 Data Center 6050 Fulton Industrial Boulevard Southwest, , Atlanta, 30336, United States Office Building 8/15/2024 10/8/2025 Paragon Architecture MO - Pipkin New Middle School 417 West Lynn Street, , Springfield, 65802, United States Educational Building 4/17/2025 4/30/2026 Paragon Architecture NE- SRP HUB- Phase 3- Papillion NE , , Papillion, 68046, United States Hospital And Health Building 7/9/2025 Subtotal Count 22 Montana 5/31/2021 Locati Architects MONTANA Rocking L Caretakers Residence TE85 N281 322 West Mendenhall Street, , Bozeman, 59715, United States Single House Project 5/15/2020 1/13/2020 Paradigm v2 architects The Elm Music Venue 125 1/2 West Main street, , Missoula, 59801, United States 6/19/2019 5/12/2022 Studio Limen MT LPP residential home , , Big Sky, 59716, United States Single House Project 10/25/2021 5/20/2022 Locati Architects MT Rocking L Main House 322 West Mendenhall Street, , Bozeman, 59715, United States Single House Project 12/7/2021 1/4/2024 A&E Design Missoula MT First Security Bank HQ , , Missoula, 59801, United States Office Building 3/11/2022 4/4/2022 Locati Architects MT Rocking L Main House PH2 322 West Mendenhall Street, , Bozeman, 59715, United States Single House Project 4/4/2022 4/24/2025 A&E Design Missoula UT Arlee Elementary School 72220 Fryant Street, , Arlee, 59821, United States Educational Building 3/20/2024 4/1/2025 Mosaic Architecture, Helena MT Great West Engineering (GWE)2nd Street, 720, Great Falls, 59405, United States Office Building 3/20/2024 5/24/2024 A&E Design Missoula MT First Security Bank Phase II 1704 Dearborn Avenue, , Missoula, 59801, United States Office Building 5/23/2024 4/2/2025 Hennebery Eddy Bozeman / Comma-Q Studio MT Yellowstone Airport 721 Airport Road, , West Yellowstone, 59758, United States Transport - Aviation 10/25/2024 # INTERNAL USE – This information should not be shared outside of Etex unless authorized to do so / except with certain authorized external partners. Page 381 of 423 12/19/2024 TC Glass MT Yellowstone Club Settlement Lot 2 Yellowstone Mountain Club Trail, , Big Sky, 59720, United States Sport Or Leisure Building 10/30/2024 8/7/2025 BALANCED UNITIZED TEAM MT- The Pavillion 1300 River Drive North, , Great Falls, 59401, United States Sport Or Leisure Building 8/7/2025 Subtotal Count 12 Nebraska 6/26/2020 Sinclair Hille EAGLE GARAGE Nebraska 700Q St, , Lincoln, 68508, United States 12/17/2019 7/3/2023 Goodlife Architecture NE - Patrick Moore , , Kearney, 68847, United States Single House Project 7/3/2023 Subtotal Count 2 Nevada 11/30/2021 Marnell Companies - Las Vegas NEVADA Muckleshoot Casino Phase 2 2402 Auburn Way S92, , Auburn, 98092, United States Hotel Or Restaurant 1/2/2020 12/11/2018 Design Cell Architecture Westin Element 1725 Village Center Circle #110, , Las Vegas, 89134, United States 7/2/2018 11/30/2019 Marnell Companies - Las Vegas Muckleshoot Casino Auburn Washington Phase 1 2402 Auburn Way S92, , Auburn, 98092, United States 3/5/2019 1/25/2022 Marnell Companies - Las Vegas NEVADA Muckleshoot tower additional 2402 Auburn Way S92, , Auburn, 98092, United States Hotel Or Restaurant 6/15/2021 8/11/2022 Hoogland Architecture - Las Vegas NEVADA Mastrov Residence Lot 82 Witchcraft 11201 Witchcraft Court, 11201, Las Vegas, 89135, United States Single House Project 8/2/2021 2/28/2022 Marnell Companies - Las Vegas LV Muckleshoot EXTRA 2402 Auburn Way S92, , Auburn, 98092, United States Hotel Or Restaurant 12/8/2021 10/1/2024 TSK Architects - Henderson NV - (Henderson) Heroes Memorial Building & Annex 198 S Carson St, 198, Carson City, 89701, United States Government or Municipal Building 1/10/2022 6/9/2025 Marnell Companies - Las Vegas NV - (Las Vegas) Columbus Ohio Hollywood Hotel/Casino 200 Georgesville Road, , Columbus, 43228, United States Hotel Or Restaurant 3/21/2023 10/4/2024 Moser Architecture Studio NV - (Las Vegas) Bottled Blonde Entertainment 3625 Las Vegas Blvd S, , Las Vegas, 89109, United States Shopping Center Or Store 4/6/2023 4/3/2025 Burke Construction Group NV - Blue Bottle Coffee 6815 Tom Rodriguez Street, , Las Vegas, 89113, United States Hotel Or Restaurant 5/7/2024 9/10/2024 Gary Edwards NV - Gary Edwards Residence , , Las Vegas, 88901, United States Single House Project 9/9/2024 1/26/2026 crestwood construction NV - 3547 Knob Point Trail 3547 Knob Point Trail, , Carson City, 89705, United States Single House Project 10/29/2025 3/17/2026 RO Builders Inc NV - 8155 Twin Eagles 8155 Twin Eagles Court, , Reno, 89523, United States Single House Project 3/17/2026 Subtotal Count 13 New Hampshire 3/31/2020 KCS Architects Monadnock Food Coop 310 Marlboro St, , Keene, 03431, United States 2/18/2020 Subtotal Count 1 New Jersey 4/6/2021 Farewell Architects Princeton Charter School - additions 759 State Road, Suite 2, , Princeton, 08540, United States Educational Building 1/22/2020 1/1/2020 KSS Architects (Princeton, NJ)757 Concourse Village Brox 337 Whiterspoon st., , Princeton, 08542, United States 10/8/2019 11/5/2018 JOSE CARBALLO ARCHITECTURAL GROUP, P.C.34 Shore Rd- Schlossberg house, Edgewater 171 MAIN STREET SUITE 301, , HACKENSACK, 07601, United States 11/10/2017 8/21/2018 Haak Architects 99N Dean St - Englewood, NJ 600 Slyvan Ave.Suite 107, , Englewood Cliffs,, 07632, United States 3/22/2018 6/27/2019 City Invincible Architecture The Recovery Village at Cherry Hill 121 Market Street, , Camden, 08102, United States 4/4/2018 4/7/2020 Nastasi Architects Madison Street Substaiton 321 Newark Ave., , Hoboken, 07030, United States Transport - Rail 9/22/2020 7/6/2021 Bamco, Inc.Far Rockaway Building West 47th, , New York, 10036, United States Apartment Building 10/12/2020 3/19/2024 Jarmel Kizel Architects and Engineers, Inc.NJ Bruen Holdings Urban renewal Multifamily Newark NJ +50-56 BRUEN STREET, 50-56, Newark, 07105, United States Apartment Building 10/28/2020 9/8/2021 Bamco, Inc.make the road 301 grove st, , brooklyn, 11237, United States Government or Municipal Building 11/18/2020 4/20/2022 HLW (Madison, NJ)NJ 155 Morgan Apts Stock 155 Morgan St, 155, Jersey City, 07302, United States Apartment Building 1/12/2021 7/28/2021 Metro R Services, Inc. (MRS, Inc.)NY The Standard 848 Washington St, , New York, 10014, United States Hotel Or Restaurant 5/13/2021 7/3/2024 NK Architects (HQ) (Morristown, NJ)NJ straight and Narrow treatment center *410 straight St, , Paterson, 07501, United States Hospital And Health Building 10/22/2021 7/12/2023 Haak Architects NJ Park Kwon - Fairview residence stock 224 FAIRVIEW AVENUE, , ENGLEWOOD CLIFFS, 07632, United States Single House Project 7/12/2023 8/22/2023 Panoramic Window & Door Systems Inc NJ - Troy Hills 509 S. Beverwyck Rd, 509, Parsippany, 07054, United States Educational Building 8/22/2023 10/14/2024 Nastasi Architects NJ Madison St Development 303-309 Madison St, , Hoboken, 07030, United States Apartment Building 9/5/2023 5/17/2022 Comito Associates, PC NJ Essex County DPW & Sheriff Building +block 71 Lot 3 + 4????????????????????????????????????????????????????????Township of Cedar Grove, , Cedar Grove, 07009, United States Government or Municipal Building 2/24/2022 10/25/2022 Haak Architects NJ Park Kwon - Fairview residence EQUITONE Inventory 224 FAIRVIEW AVENUE, , ENGLEWOOD CLIFFS, 07632, United States Single House Project 2/28/2022 8/23/2023 Parette Somjen Architects, LLC NJ Troy Hills Elementary School * stock 509 S. Beverwyck Rd,, , Parsippany, 07054, United States Educational Building 4/19/2022 8/16/2022 Threee Gloves Construction NY - Threee Gloves Construction- 1623 Utica Ave Utica Avenue, 1623, Brooklyn, 11234, United States Government or Municipal Building 7/29/2022 5/28/2026 Minno & Wasko Architects and Planners (Lambertville, NJ)NJ LIDO Asbury Park / Ocean Ave Condominiums Ocean Ave, , Asbury Park, 07712, United States Apartment Building 10/17/2022 1/31/2024 84 Lumber NJ - 1701 Hurffville Road 1701 Hurffville Road, , Sewell, 08080, United States Single House Project 2/16/2024 5/6/2025 Farewell Architects NJ Foundation Academy Charter School (Trenton, NJ)350 Grand St., , Trenton, 08611, United States Educational Building 3/14/2024 3/31/2024 JS Architecture NY - Sun Vet Mall , , Hollbrook, 11741, United States Office Building 3/31/2024 4/2/2024 Panoramic Window & Door Systems Inc NJ - Intervale Elementary 60 Pitt Rd, , Boonton, 07005, United States Educational Building 4/2/2024 4/2/2024 Panoramic Window & Door Systems Inc NJ - Lake Parsippany Elementary 225 Kingston Rd, , Parsippany, 07054, United States Educational Building 4/2/2024 10/14/2024 Sandstone Structures/United Architectural NY - 161 Lenox 161 Lenox Road, , Brooklyn, 11226, United States Multiple House Project 5/31/2024 1/7/2025 Bestmark National NY - The Tribeca Lofts , , New York, 10013, United States Multiple House Project 10/22/2024 12/4/2024 WH Interiors NJ - 18 Seaview Avenue 18 Seaview Avenue, , Long Branch, 07740, United States Single House Project 11/13/2024 8/14/2025 Princeton Design Collaborative NJ - Hagerty Residence 330 Little York Pattenburg Road, , Milford, 08848, United States Single House Project 1/2/2025 1/6/2025 JS Architecture NY - Sun Vet Mall Building 8 , , Hollbrook, 11741, United States Office Building 1/6/2025 4/10/2025 Bolton Cladding NY - 2201 Beverly Road Brooklyn 2201 Beverley Road, , Brooklyn, 11226, United States Multiple House Project 2/6/2025 3/12/2025 Chaim Klein NY - 161 Lenox Phase 2 161 Lenox Road, , Brooklyn, 11226, United States Apartment Building 3/12/2025 10/6/2025 Guardia Architects ME - Welles Residence 310 South Road, , South Bristol, 04568, United States Single House Project 3/20/2025 4/2/2025 Chaim Klein NY - 161 Lenox Phase 3 161 Lenox Road, , Brooklyn, 11226, United States Apartment Building 4/2/2025 4/28/2025 METAL STRUCTURES INC NJ Atlantic County Institute of Technology (ACIT)5080 Atlantic Avenue, , Hamilton, 08330, United States Educational Building 4/29/2025 8/14/2025 Bamco, Inc.NY PS 71x 3040 Roberts Avenue, , The Bronx, 10461, United States Educational Building 4/29/2025 10/8/2025 GRJ Construction Corp NY - 135 Bayard St. Brooklyn 135 Bayard Street, , Brooklyn, 11222, United States Single House Project 6/10/2025 11/17/2025 KSS Architects (Princeton, NJ)NJ Paper Mill Playhouse (Millburn, NJ)22 Brookside Drive, , Millburn, 07041, United States Sport Or Leisure Building 6/17/2025 10/8/2025 the pettit group WV - Taco Bell (Morgantown, WV)Hunters Way, , Morgantown, 26505, United States Hotel Or Restaurant 7/7/2025 8/13/2025 Bolton Cladding NY - 2201 Beverly Road Brooklyn (Phase 2)2201 Beverley Road, , Brooklyn, 11226, United States Multiple House Project 8/13/2025 12/22/2025 Marchetto Higgins Stieve (MHS Architects)NJ The Braddock (North Bergen, NJ)8601 Bergenline Avenue, , North Bergen, 07047, United States Apartment Building 9/15/2025 12/18/2025 AS Architectural Design NJ - Thistle Rd (Holmdel, NJ)18 Thistle Lane, , Holmdel, 07733, United States Single House Project 10/1/2025 Subtotal Count 42 New Mexico 5/1/2020 WPI Build - Albuquerque Facebook Data Center Los Lunas NM 2601 Main St SW #B, , Los Lunas, 87031, United States 1/27/2020 Subtotal Count 1 New York 5/13/2022 DXA Studio NY Bushwick Multifamily - 21 Garden St + FROM EQ stock 21 Garden St, 21, Brooklyn, 11206, United States Apartment Building 6/4/2020 7/19/2024 Magnusson Architecture and Planning PC NY Dekalb Commons South - 633 Dekalb Bidding*42 West 39th Street 15th Floor, , New York, 10018, United States Apartment Building 3/10/2020 11/12/2020 CDR Studio Architects Residential, 611 President street, Brooklyn, NY 120 Walker Street, , New York, 10013, United States Apartment Building 3/18/2020 1/3/2018 Architects Studio, PC Steinway Street 66-00 Long Island Expressway, , Maspeth, 11378, United States 10/7/2016 1/4/2018 Starbucks Coffee Company New York Roastery 32 Little West 12th St, , New York, 10014, United States 6/27/2017 10/30/2018 Nelligan White Architects (New York, NY)PS146 20 West 20th St, Suite 1100, , New York, 10011, United States 1/27/2017 7/12/2018 Reidy Contracting Group 155 Avenue of the Americas (Hines)120 West 31st Street, 7th Floor, , New York, 10001, United States 7/11/2017 5/4/2018 Urban Architectural Initiatives 2681 Marion Avenue 233 Broadway, Suite 2150, , New York, 10279, United States 6/29/2017 2/2/2018 Grzywinski + Pons 268 E7 Street Townhouse 594 Broadway, Suite 1214, , New York, 10012, United States 7/14/2017 1/31/2018 Coach architecture group Coach Roll out 10 Hudson yards 15th floor, , New York, 10001, United States 7/18/2017 3/1/2019 Magnusson Architecture and Planning PC Clarke Place Senior Housing 42 West 39th Street 15th Floor, , New York, 10018, United States 7/27/2017 4/1/2019 di Domenico + Partners LLP 34287 MTAPD District 9 - Staten Island 3743 Crescent Street, 3rd fl, , Long Island City, 11101, United States 5/17/2017 2/5/2018 AB Architekten (New York, NY)195 Clarkson Avenue, Brooklyn, NY 62 Allen St., 2nd Fl, , New York, 10002, United States 2/15/2018 3/27/2019 HOK (New York, NY)60 Charlton Street 1065 AVENUE OF THE AMERICAS FL 6, , New York, 10018-0829, United States 9/25/2017 6/14/2018 Architects Studio, PC 2-22 51st Ave LIC 66-00 Long Island Expressway, , Maspeth, 11378, United States 10/3/2017 2/8/2019 Curtis + Ginsberg Architects Trinity Sr. bldg 1074 washington 299 Broadway, Suite1107, , New York, 10007, United States 10/16/2017 4/30/2019 Kevin Kennon Architects Bloomingdales South Norwalk 180 Varick Street, Suite 410, , New York, 10014, United States 10/18/2017 5/22/2018 Kutnicki Bernstein Architecture 840 Fulton - BK part II 434 Broadway, , New York, 10013, United States 11/7/2017 7/30/2019 OPerA Studio Architecture Allen residence Lido Beach 68 Jay Street, Suite 908, , Brooklyn, 11201, United States 11/14/2017 7/1/2021 S4Architecture NYC 222 Broadway 22 east 21st street, suite 8F, , New York, 10010, United States High Rise Building 12/4/2017 1/5/2024 Nelligan White Architects (New York, NY)Sandy Recovery Program at Baruch Houses 20 West 20th St, Suite 1100, , New York, 10011, United States Apartment Building 12/5/2017 8/19/2022 GOTHAM NEW YORK LLC NY The Umbrella Factory - stock 722 metropolitan ave., , Brooklyn, 11211, United States Apartment Building 1/23/2018 8/13/2018 McGuire Group Architects 2608 Merrick Rd- medical office bldg 538 Broadhollow Rd, Suite 201, , Melville, 11747, United States 1/29/2018 11/7/2018 EW Howell Academy of American Studies 592 5th Ave. Ste 7L, , New York, 10036, United States 2/2/2018 7/19/2024 Magnusson Architecture and Planning PC NY DeKalb Commons Brooklyn North - 668 Bidding*42 West 39th Street 15th Floor, , New York, 10018, United States Apartment Building 4/25/2018 4/1/2019 Aufgang Architects Seaview Ave. Mixed-use 49 N. Airmont Rd, , Suffern, 10901, United States 3/22/2018 5/6/2022 Curtis + Ginsberg Architects NY Help One- 273 Snediker Blake Ave Bidding - Big Funnel 299 Broadway, Suite1107, , New York, 10007, United States Apartment Building 3/16/2018 8/26/2019 GLUCK+ (Peter Gluck and Partners)New Haven Housing 703 WHITNEY Ave.423 W 127th St # 6, , New York, 10027, United States 3/13/2018 7/17/2019 Aufgang Architects 535 4th Ave 49 N. Airmont Rd, , Suffern, 10901, United States 3/27/2018 10/5/2018 SRA Architecture + Engineering 5-33 48th St 511 Canal Street, 4th Floor, , New York, 10013, United States 3/27/2018 11/22/2019 SLCE Architects Arthur Ave Sr. Living Bronx 1359 Broadway, , New York, 10018, United States 4/13/2018 9/21/2018 Andrew L. Pettit, Architect 416 8th Ave 412 Eighth Avenue, Suite #5E, , New York, 10001, United States 4/16/2018 10/16/2018 Nelligan White Architects (New York, NY)450 Progress HS Brooklyn 20 West 20th St, Suite 1100, , New York, 10011, United States 4/10/2018 11/13/2020 FXCollaborative Covenant House 22 West 19 Street, , New York, 10011, United States Apartment Building 5/9/2018 7/3/2018 MDSzerbaty Associates Architecture, LLC Laguardia Houses 307 7th Avenue, 15th floor, , New York, 10001, United States 5/16/2018 9/22/2020 Pavarini McGovern 100 Vandam St 330 West 34th Street, , New York, 10001, United States 5/24/2018 5/6/2021 Beyer Blinder Belle Architects and Planners (New York, NY)14 Lecount Place Residential Tower 14 LeCount Place, , New Rochelle, 10801, United States Apartment Building 6/13/2018 11/1/2018 KG+D Architects Horace Greeley HS 45 ROCKINGCHAIR ROAD, , WHITE PLAINS, 10607, United States 7/12/2018 # INTERNAL USE – This information should not be shared outside of Etex unless authorized to do so / except with certain authorized external partners. Page 382 of 423 9/11/2020 Rawlings Architects 219 Hudson Mixed Use 337 Broom St. 2nd Floor, , New york, 10002, United States 7/13/2018 11/27/2019 (Zakrzewski + Hyde) ZH Architects 465 Washington St 515 Canal Street Suite 1C, , New York, 10013, United States 8/16/2018 6/25/2019 StudioSC 45-08 16 Ave. Commerical office 37 Greenpoint Ave. 4th Floor Suite, , Brooklyn, 11222, United States 8/29/2018 1/14/2020 Andrea Steele Architecture (ASA) (formerly TEN Arquitectos)MRNY- 104-19 Roosevelt Avenue Queens 227 W 29th St, 11th Floor, , NULL, 10001, United States 8/22/2018 10/15/2019 Narofsky Architecture Westhampton Housing Reno - 11 Pinetree Lane 37-18 Northern Boulevard Suite 317, , Queens, 11101, United States 9/11/2018 10/16/2024 OMA (New York, NY)NY THe new museum expansion 180 Varick St. Suite 1328, , New York, 10014, United States Sport Or Leisure Building 12/6/2018 10/1/2019 JEM Contracting Corp. (MBE)Benito Restaurant 59-43 60th Street, , Maspeth, 11377, United States 3/11/2019 9/25/2024 Goshow Architects NY DEP Waterfowl (Valhalla, NY)589 8th Avenue, 7th, , New York, 10018, United States Government or Municipal Building 3/28/2019 6/30/2021 Dattner Architects Catherine Sheridan II 130 W 57TH ST APT 3C, , New York, 10019-3314, United States Hotel Or Restaurant 4/8/2019 10/13/2020 Tsao & McKown Architects Sheraton LaGuardia East Hotel 76 4th Street, , Brooklyn, 11231, United States Hotel Or Restaurant 4/23/2019 2/28/2020 Rapt Studio (Brooklyn, NY)Macquarie Commercial office Philly - stock 444 west 20th street, #1 garden lev, , New York, 10011, United States 4/30/2019 1/8/2020 The Jobin Organization Spence School 35 Gilpin Avenue, , Hauppauge,, 11788, United States 5/16/2019 8/15/2019 Alexander Zilberman Architecture Michael Kors Store - Woodbury, NY 111 John St., Suite 2500, , New York, 10038, United States 5/22/2019 8/8/2019 UGB Construction 75 herkimer 433 Meeker Avenue, , Brooklyn, 11222, United States 6/10/2019 9/28/2021 Urban Architectural Initiatives NY Herkimer Gardens- 483-503 herkimer 233 Broadway, Suite 2150, , New York, 10279, United States Apartment Building 6/3/2019 9/3/2019 SHOOT Exterior Architectural Panel Installers 1648 61st Street- Brooklyn, NY 1582 83rd St., , Brooklyn, 11228, United States 8/14/2019 10/22/2019 Ground Up Construction Lambert - Seahaven Residence 340 Saw Mill River Rd, , Yonkers, 10701, United States 8/14/2019 3/18/2020 Goshow Architects QUEENSBORO PERFORMING ARTS Center 589 8th Avenue, 7th, , New York, 10018, United States 7/12/2019 11/7/2019 DARIUS TORABY ARCHITECTS, P.C.244 Franklin Avenue, Brooklyn, NY, 11205 242 West 27th Street, 5th Floor, , New York, 10001, United States 8/27/2019 9/21/2020 Aufgang Architects Brooklyn megabundle - 39 Bldgs Brick facade facelift 49 N. Airmont Rd, , Suffern, 10901, United States 8/27/2019 4/8/2020 Tom Winter Architect PC Glyptis Residence 53 Bridge Street, Suite 611, , Brooklyn, 11201, United States 9/11/2019 5/16/2024 H2M architects + engineers (HQ) (Melville, NY)North Babylon Public Library NBLB 1901 538 Broad Hollow Road, , Melville, 11747, United States Government or Municipal Building 9/23/2019 2/8/2024 Nelligan White Architects (New York, NY)NY 126 Manhattan Rec Reno*80 Catherine St, , New York, 10038, United States Educational Building 10/9/2019 2/9/2021 Dow Built Stowe Residential -284 WPR 284 WADE PASTURE ROAD, 284, Stowe, 05672, United States Single House Project 12/5/2019 9/17/2019 Lechase Construction Services LLC New York Presbyterian Hospital. 55 Palmer Ave, Bronxville, NY 10708.1 Labriola Court, , Armonk, 10504, United States 6/12/2019 3/17/2020 Rapt Studio (Brooklyn, NY)Macquarie office Philly Phase II - stock 444 west 20th street, #1 garden lev, , New York, 10011, United States 2/28/2020 11/3/2021 H2M architects + engineers (HQ) (Melville, NY)NY Jackson Ave Elementary School, Mineola -cafeteria Addition 538 Broad Hollow Road, , Melville, 11747, United States Educational Building 2/26/2020 4/6/2018 United Panel Technologies Project JOB # 17156 611 Old Willets Path, Ste 100, , Hauppauge, 11788, United States 2/15/2018 2/7/2018 United Panel Technologies Design-Build Brooklyn 195 611 Old Willets Path, Ste 100, , Hauppauge, 11788, United States 2/13/2018 8/11/2020 RKTB Architects, P.C.683-thwaites-place Bronx Affordable Housing 683 Thwaites Place, 683, Bronx, 10467, United States Multiple House Project 6/26/2020 1/27/2021 StudioSC 45-08 16 Ave. Commerical office - Phase 2 37 Greenpoint Ave. 4th Floor Suite, , Brooklyn, 11222, United States Office Building 7/8/2020 1/21/2021 Aufgang Architects Independence Towers 110 William St, 110, New York, 10038, United States Apartment Building 8/19/2020 2/22/2022 Aufgang Architects NY Brooklyn Mega Bundle _ NYC Housing Development Corp.110 William St, 110, New York, 10038, United States 8/19/2020 2/11/2021 Aufgang Architects Berry St Houses - PHASE 2 110 William St, 110, New York, 10038, United States Apartment Building 8/19/2020 1/6/2021 J.Goldman Design - Beam 453-455 Broadway 453-455 Broadway, 435-455, Brooklyn, 11211, United States Apartment Building 8/19/2020 3/17/2021 Aufgang Architects Williams Plaza - Division Ave 110 William St, 110, New York, 10038, United States Apartment Building 8/27/2020 2/28/2020 Atelier New York Architecture 280 Bond St 97 Douglass St., , Brooklyn, 11231, United States Apartment Building 9/22/2020 2/26/2020 Advanced Cladding Construction (ACC)2310 30th St LIC 25, , Danbury, 06801, United States Apartment Building 9/22/2020 9/30/2021 GreenbergFarrow (New York, NY)1120 St. John's Place Residential St. John's Place, 1120, Brooklyn, 11213, United States Apartment Building 9/28/2020 10/21/2022 McGuire Group Architects NY Mercy Family Care Center +1000 North Village Ave, 1000, Rockville Centre, 11570, United States Hospital And Health Building 10/6/2020 6/6/2022 Rockwell Group (New York, NY)NY John Hopkins University in DC -555 Pennsylvania Ave DC Bidding 555 Pennsylvania Ave, 1717, Washington, 20036, United States Educational Building 10/22/2020 2/20/2024 Gensler (New York, NY)NYC PRISM ambulatory Care Center- Clifton Bidding*ON3 Campus, , Clifton, 07011, United States Hospital And Health Building 1/25/2021 3/22/2023 Mosaic Associates Architects NY Hudson Valley Community College, heath and stem -1 *Hermes Road, , Malta, 12020, United States Educational Building 2/1/2021 5/31/2022 Kutnicki Bernstein Architecture ny 963 Atlantic Apartments 963 Atlantic Ave, 963, Brooklyn, 11238, United States Apartment Building 2/10/2021 5/26/2021 JBialsky Design and Development NY 1131 Flying Point Rd 1131 Flying Point Road, , Water Mill, 11976, United States Single House Project 3/2/2021 7/24/2024 Magnusson Architecture and Planning PC NY Dekalb Commons Site 3 - Fulton Stock 1187-1189 Fulton St, 1187-1189, Brooklyn, 11216, United States Apartment Building 3/10/2021 12/21/2021 Aufgang Architects NY Phase 4 BK - Independence 2 110 William St, 110, New York, 10038, United States Apartment Building 3/17/2021 5/23/2023 Marvel Designs (New York, NY)NY 88 Throop Ave 88 Throop Ave, 100, Brooklyn, 11221, United States Apartment Building 3/29/2021 4/8/2021 Aufgang Architects Armstrong - N074 366 CLIFTON PLACE, , Brookyln, 11202, United States Apartment Building 4/8/2021 4/22/2021 Wow Design Group York Beach Surf Club 780 York Street, , York, 03909, United States Sport Or Leisure Building 4/16/2021 6/9/2021 Architects Studio, PC Madison Court - 4 story house 849 Madison St., , Brooklyn, 11221, United States Single House Project 4/29/2021 4/30/2021 Narofsky Architecture Westhampton Housing Reno - 11 Pinetree Lane Addition 14 Pinetree Lane, 14, Westhampton, 11977, United States Single House Project 4/30/2021 5/14/2021 Wahl Design Build 22 Caswell Residential 22 Caswell Rd, , Montauk, 11954, United States Single House Project 5/10/2021 6/8/2021 AB Architekten (New York, NY)500 metropolitan 550 Metropolitan Ave, , Brooklyn, 11211, United States Office Building 5/10/2021 1/19/2022 Workshop/APD LLC NY AT2 (W109) hospitality clubhouse Saugerties NY., , Saugerties, 12477, United States Sport Or Leisure Building 5/17/2021 7/13/2021 H2M architects + engineers (HQ) (Melville, NY)NY Westbury Middle School 455 Rockland St., , Westbury, 11590, United States Educational Building 5/26/2021 3/8/2022 Marvel Designs (New York, NY)NY Far Rockaway Bldg D Phase-3 21-02 Mott Avenue, , Far Rockaway, 11691, United States Apartment Building 5/26/2021 6/18/2021 Aufgang Architects Phase 3 BK 110 William St, 110, New York, 10038, United States Apartment Building 6/18/2021 11/14/2023 Situ Studio CA GBTR Google - Interior 212 Gibraltar Drive, 212, Sunnyvale, 94089, United States Office Building 6/23/2021 7/7/2021 OMA (New York, NY)NY Brookfield Properties - Greenpoint Landing 15 Eagle St, , Greenpoint, 11222, United States Apartment Building 7/1/2021 9/30/2021 JBialsky Design and Development NY 1131 Flying Point Rd - Phase 2 1131 Flying Point Road, , Water Mill, 11976, United States Single House Project 7/19/2021 11/18/2021 DESIMONE CONSULTING ENGINEERS The Kennedy House 110-11 Queens Boulevard, , Forset Hills, 11375, United States Apartment Building 7/28/2021 9/8/2021 Narofsky Architecture Westhampton Housing Reno - 11 Pinetree Lane Addition 2 14 Pinetree Lane, 14, Westhampton, 11977, United States Single House Project 9/8/2021 1/26/2022 Rise Development NY mixed use 276 20th Street 276 20th St, , Brooklyn, 11215, United States Apartment Building 9/21/2021 8/3/2021 Wow Design Group York Beach Surf Club additional material 780 York Street, , York, 03909, United States Sport Or Leisure Building 10/6/2021 6/15/2023 Gensler (New York, NY)NY TTCX B17 Child Day-care Center Tarrytown (Regeneron) *- stock , , Tarrrytown, 10533, United States Educational Building 11/9/2021 5/28/2024 Bowerbird Architects NY 120 Windsor residential +120 Windsor Pl, , Brooklyn, 11215, United States Single House Project 11/10/2021 9/2/2022 LTL Architects NY Seaman Wooster *1000 Venture Blvd, , Wooster, 44691, United States Office Building 11/15/2021 12/7/2021 Panel Decor Corp.323 Lenox 323 Lenox Rd, , Brooklyn, 11226, United States Apartment Building 12/6/2021 5/23/2024 NYS Department of Transportation, Region 11 NY Bruckner Expway Retaining walls *, , Bronx, 10451, United States Transport - Other 1/6/2022 4/17/2023 West Neck Consolidated Industries Inc NY - 250 North Sea Road 250 North Sea Rd, 250, Southampton, 11968, United States Single House Project 4/17/2023 5/31/2023 BLONDIES TREEHOUSE INC NY - 141 Willoughby Street 141 Willoughby Street, 141, Brooklyn, 11201, United States Single House Project 5/31/2023 6/29/2023 CONCEPTUAL CONSTRUCTION CORP.NY - One Union Square South 2 , , New York, 10003, United States Apartment Building 6/29/2023 6/29/2023 Blondies Treehouse NY - 141 Willoughby St , , Brooklyn, 11217, United States Single House Project 6/29/2023 7/12/2024 Bernheimer Architecture NY Beach Greene (BGDIII)331 Beach 35th Street, , Rockaway, 11691, United States Single House Project 7/17/2023 7/13/2023 Elite Quality Construction and Contracting Corp NY - 519 West 23rd St 519 West 23rd St, , New York, 10011, United States Office Building 7/20/2023 10/2/2023 Marvel Designs (New York, NY)NY 88 Throop Ave - additional material 88 Throop Ave, 100, Brooklyn, 11221, United States Apartment Building 10/2/2023 5/10/2024 SBLM Architects (New York, NY)NY Bay Terrace Shopping Center III 213-25 26th Ave, , Bayside, 11360, United States Shopping Center Or Store 10/3/2023 9/27/2023 Cliffside Home Improvement NY - Humbolt Street 725 Humboldt Street, 725, Brooklyn, 11222, United States Single House Project 10/13/2023 3/24/2026 BLD Architecture NY 157 West Montauk Radiology Office 157 West Montauk Highway, , Hampton Bays, 11946, United States Hospital And Health Building 10/30/2023 11/2/2023 Marvel Designs (New York, NY)NY 88 Throop Ave - additional material 88 Throop Ave, 100, Brooklyn, 11221, United States Apartment Building 11/2/2023 4/24/2024 Aufgang Architects NY Stebbins bldg 1&2 829 Rev James Polite Ave 820 Hewitt ave, , bronx, 10459, United States Apartment Building 11/6/2023 11/21/2023 TK ARCDESIGN INC NY - Queens TK ArcDesign 6949 180th St., , Queens, 11365, United States Office Building 11/28/2023 10/23/2023 EC Framing CT - Equinox Southport 233 Old Post Rd, , Southport, 06890, United States Sport Or Leisure Building 11/29/2023 3/11/2024 Jody Laboz NYC - 441 Broadway 73 Spring Street, , New York, 10012, United States Office Building 1/4/2024 1/24/2023 Mosaic Associates Architects NY Hudson Valley Community College - tech Reno *Hermes Road, , Malta, 12020, United States Educational Building 1/18/2022 1/19/2022 DESIMONE CONSULTING ENGINEERS The Kennedy House- 2nd order 110-11 Queens Boulevard, , Forset Hills, 11375, United States Apartment Building 1/19/2022 4/13/2022 Graydon Yearick Architect NY Red Hook Studio +from stock 886-888 Turkey Hill Road, , Red Hook, 12571, United States Sport Or Leisure Building 1/27/2022 5/13/2022 Turner Construction NY Grace Fellowship Church Bidding stock 184 TROY SCHENECTADY ROAD, , Latham, 12110, United States Sport Or Leisure Building 2/4/2022 2/22/2022 Gotham Innovation Greenhouse NY - Simple House Residence- Brooklyn NY , , Brooklyn, 10011, United States Multiple House Project 2/22/2022 5/12/2023 Architects Studio, PC NY 66th St 7 story mixed use FROM STOCK 1807 66th St, , Brooklyn, 11204, United States Apartment Building 3/15/2022 5/31/2022 S4Architecture NYC 222 Broadway- part 2 stock 22 east 21st street, suite 8F, , New York, 10010, United States Apartment Building 4/7/2022 8/23/2022 United Panel Technologies NY -Lenox Apts Phase 1 Stock Lenox Rd, , Brooklyn, 11226, United States Apartment Building 8/11/2022 8/16/2022 White Oak Builders NY - White Oak Builders - 81 Long Island Ave- Sag Harbor NY Long Island Avenue, 81, Sag Harbor, 11963, United States Single House Project 8/16/2022 8/16/2022 Aufgang Architects NY Williams Bldg 110 William St, 110, New York, 10038, United States Apartment Building 8/19/2022 11/4/2022 Velocity Management NY 1015 Atlantic Ave. Condos - from stock *, , Brooklyn, 11238, United States Apartment Building 9/8/2022 5/6/2025 Nelligan White Architects (New York, NY)NY PS 129 - require fireblocking Bidding*425 West 130 Street, , New York, 10027, United States Educational Building 9/30/2022 4/17/2023 Ronald Webb Builders NY- Ronald Webb Builders- 260 Old Montauk Highway- Montauk NY Old Montauk Highway, 260, Montauk, 11954, United States Single House Project 10/10/2022 10/23/2024 Advanced Facade Solutions NY Help One 273 Snediker Avenue, , Brooklyn, 11207, United States Hospital And Health Building 11/16/2022 12/22/2022 Sturbridge Construction MA - Mount Washington Residential , , Mount Washington, 01258, United States Single House Project 12/22/2022 4/17/2023 Desai Chia Architecture NY - Shelter Island , , Shelter Isand, 11963, United States Single House Project 1/5/2023 2/12/2025 Aufgang Architects NY 544 Claremont Parkway - Building C (Bronx, NY)Claremont/Franklin, , Bronx, 10456, United States Apartment Building 1/26/2023 2/6/2024 HOK (New York, NY)NY RHODE ISLAND STATE HEALTH LABORATORY 150 RICHMOND STREET, , PROVIDENCE, 02903, United States Educational Building 1/31/2023 4/16/2024 GRO Architects, PLLC NY 215 Warren 215 Warren St, , jersey City, 07302, United States Apartment Building 2/28/2023 3/2/2026 WXY Studio NY The Peninsula - Buildings A & B (Bronx, NY)1223 & 1217 Spofford Ave, , Bronx, 10474, United States Hotel Or Restaurant 3/16/2023 # INTERNAL USE – This information should not be shared outside of Etex unless authorized to do so / except with certain authorized external partners. Page 383 of 423 1/19/2024 PETER GLAUBER CO - Glauber Residence 3499 Elk Springs Drive, , Glenwood Springs, 81601, United States Single House Project 2/1/2024 4/24/2024 Aufgang Architects NY 950 Union Ave Union East 166 th st, , Bronx, 10456, United States Apartment Building 2/21/2024 6/13/2024 Mancini Mui Architecture NY - QC Lab & Probiotics - 275 Oser Avenue 275 Oser Ave, , Hauppauge, 11788, United States Hospital And Health Building 3/12/2024 3/20/2024 White Oak Builders NY - White Oak Builders - 81 Long Island Ave- Sag Harbor NY 81 Long Island Ave, , Sag Harbor, 11963, United States Single House Project 3/20/2024 4/5/2024 Ultra GC NY - 1258 Castleton Ave 1258 Castleton Ave, , Staten Island, 10310, United States Shopping Center Or Store 4/5/2024 10/21/2024 Kadar Elite Construction, Inc NY - 238 Coleridge Street 238 Coleridge Street, , Brooklyn, 11235, United States Single House Project 4/24/2024 1/9/2025 SBLM Architects (New York, NY)NY The Shops at SunVet - Building 8/Whole Foods (Holbrook, NY)5801 Sunrise Highway, , Holbrook, 11741, United States Shopping Center Or Store 5/10/2024 11/7/2025 INC Architecture & Design NY 38 E 35th St (New York, NY)*26 East 35th Street, , New York, 10016, United States Apartment Building 5/16/2024 10/28/2025 MEMASI NY Winfield L. Morse Elementary School 30 Pocantico Street, , Sleepy Hollow, 10591, United States Educational Building 5/24/2024 3/5/2026 Perkins Eastman (New York, NY)NY Mt. Hope High School (Bristol, RI)199 Chestnut Street, , Bristol, 02809, United States Educational Building 5/31/2024 9/12/2024 HCA Home Improvements NY - Cabana House 123 Gordon Place, , Freeport, 11520, United States Single House Project 6/12/2024 9/12/2024 Starktech CO - Gleenwood Springs 3499 Elk Springs Drive, , Glenwood Springs, 81601, United States Single House Project 6/18/2024 11/4/2024 JVS Sprint Enterprises, Inc.NY - Red Hook Place 185 Van Dyke Street, , Brooklyn, 11231, United States Office Building 7/29/2024 12/12/2025 Verona Carpenter Architects NY Interior Columns at 140 Broadway 140 Broadway, , New York, 10005, United States Office Building 9/6/2024 1/23/2025 Beyer Blinder Belle Architects and Planners (New York, NY)NY - Greenwich Crossing (Greenwich, CT)2 Railroad Avenue, , Greenwich, 06830, United States Shopping Center Or Store 9/11/2024 11/25/2025 H2M architects + engineers (HQ) (Melville, NY)NY Thiells Firehouse / David B. Roche (Thiells, NY)99 U.S. 202, , Thiells, 10984, United States Government or Municipal Building 9/13/2024 1/30/2026 LTL Architects NY Seaman Corp. Office Expansion (Wooster, OH)1000 Venture Boulevard, , Wooster, 44691, United States Office Building 9/24/2024 8/5/2025 SBLM Architects (New York, NY)NY Bay Terrace Building R 213-25 26th Avenue, , Queens, 11360, United States Shopping Center Or Store 12/10/2024 12/18/2024 GGL Enterprises, Inc.NY - 79 Tysen St 79 Tysen Street, , Staten Island, 10301, United States Office Building 12/18/2024 3/27/2026 SWBR (HQ) (Rochester, NY)NY Victor CSD Learning Center (Victor, NY)953 High Street, , Victor, 14564, United States Educational Building 12/30/2024 4/6/2026 JCJ Architecture (New York, NY)NY Kent Place School Leadership Center Addition (Summit, NJ)42 Norwood Avenue, , Summit, 07901, United States Educational Building 1/15/2025 1/21/2024 Magnusson Architecture and Planning PC NY Dekalb Commons South - 633 Dekalb Bidding*42 West 39th Street 15th Floor, , New York, 10018, United States Apartment Building 1/30/2025 2/28/2025 SBLM Architects (New York, NY)NY Bay Terrace Mall Courtyard Stairs 212-45 26th Avenue, , Queens, 11360, United States Shopping Center Or Store 2/3/2025 1/12/2026 CVM Construction Corp.NY Twins Parks East / 2070 Clinton Ave. (Bronx, NY)2070 Clinton Avenue, , The Bronx, 10457, United States Apartment Building 2/5/2025 1/22/2025 Magnusson Architecture and Planning PC NY DeKalb Commons Additional Scope 639 DeKalb Avenue, , Brooklyn, 11216, United States Apartment Building 2/5/2025 3/7/2025 Issac & Stern Architects NY 888 Atlantic Ave (Brooklyn, NY)888 Atlantic Avenue, , Brooklyn, 11238, United States Apartment Building 2/5/2025 2/12/2025 Aufgang Architects NY Union Ave (Davidson) - Additional Scope (Bronx, NY)950 Union Avenue, , The Bronx, 10459, United States Apartment Building 2/12/2025 2/12/2025 Aufgang Architects NY 820 167th St (Bronx, NY)820 East 167th Street, , The Bronx, 10459, United States Apartment Building 2/12/2025 3/12/2025 Teresi Construction NY - 470 Lloyds Lane 470 Lloyds Lane, , Mattituck, 11952, United States Single House Project 3/6/2025 1/9/2025 OMA (New York, NY)NY The New Museum Expansion - Additional Scope 180 Varick Street, , New York, 10014, United States Sport Or Leisure Building 3/24/2025 4/2/2025 Teresi Construction NY - 470 Lloyds Lane Phase2 470 Lloyds Lane, , Mattituck, 11952, United States Single House Project 4/2/2025 10/6/2025 Narofsky Architecture NY - 75 West Shore Road Port Washington 75 West Shore Road, , Port Washington, 11050, United States Single House Project 4/2/2025 12/10/2025 ACS System Associates, Inc.NY Wyckoff Gardens Rooftop (NYCHA) (Brooklyn, NY)272 Wyckoff Street, , Brooklyn, 11217, United States Apartment Building 4/25/2025 10/8/2025 QXO NY - Cutchogue Residence 2100 Dignans Road, , Cutchogue, 11935, United States Single House Project 5/2/2025 2/4/2026 Beyer Blinder Belle Architects and Planners (New York, NY)NY Ridge Hill Building G (Yonkers, NY)1 Ridge Hill Boulevard, , Yonkers, 10710, United States Shopping Center Or Store 5/29/2025 10/28/2025 GGL Enterprises, Inc.NY 2444 Tiebout Ave (Bronx, NY)2444 Tiebout Avenue, , The Bronx, 10458, United States Apartment Building 6/2/2025 5/27/2026 AB Architekten (New York, NY)NY Panel Replacement at 100 Steuben St (Brooklyn, NY)100 Steuben Street, , Brooklyn, 11205, United States Apartment Building 6/16/2025 12/16/2025 STAT Architecture NY - LA Olazul (1940 Jerome Ave Bronx, NY 10453)1940 Jerome Avenue, , The Bronx, 10453, United States Single House Project 7/7/2025 9/3/2025 Niko Development Corp.NY Denny Farrell North Tower Stair Rehab (New York, NY)679 Riverside Drive, , New York, 10031, United States Government or Municipal Building 7/9/2025 12/2/2025 Magnum Opus Architecture NY - 30 Orchard St.30 Orchard Street, , New York, 10002, United States Apartment Building 7/30/2025 8/13/2025 Timothy Godbold LLC CT - Wheelhouse Properties 484 Pacific Street, , Stamford, 06902, United States Single House Project 8/13/2025 5/23/2026 NYC Facade Architecture (NYCFA)NY Panel Repairs at 205 Avenue C (Manhattan, NY)205 Avenue C, , New York, 10009, United States Apartment Building 9/19/2025 10/27/2025 QXO NY - Cutchogue Residence Phase 2 2100 Dignans Road, , Cutchogue, 11935, United States Single House Project 10/16/2025 3/17/2026 Riverhead Building Supply NY - 40 Bay View, Ocean Bay Park 40 Bay View Walk, , Ocean Beach, 11770, United States Single House Project 11/11/2025 1/23/2026 HOK (New York, NY)NY MSSN Parking Garage (Oceanside, NY)One Healthy Way, , Oceanside, 11572, United States Hospital And Health Building 12/22/2025 5/26/2026 EMU HEALTH SURGICAL SERVICES NY - EMU Health Surgical Services 83-40 Woodhaven Boulevard, , Queens, 11385, United States Hospital And Health Building 2/3/2026 2/17/2026 Magnum Opus Architecture NY - 30 Orchard St. (Phase 2)30 Orchard Street, , New York, 10002, United States Apartment Building 2/12/2026 5/20/2026 HOK (New York, NY)NY MSSN ENI Building (Oceanside, NY)1 Healthy Way, , Oceanside, 11572, United States Hospital And Health Building 2/13/2026 6/10/2026 Magnum Opus Architecture NY - 30 Orchard St. (Phase3)30 Orchard Street, , New York, 10002, United States Apartment Building 5/26/2026 Subtotal Count 192 North Carolina 3/5/2018 Kersting Architecture Kranich Residence – Wilmington, NC 4022 Market Street, , Wilmington, 28403, United States 2/22/2018 4/30/2020 505 DESIGN - Charlotte Ally Charlotte Center 508 West 5th Street, Suite 250, , Charlotte, 28202, United States 3/20/2019 5/9/2022 Liquid Design NORTH CAROLINA White Water Center ALABAMA Dexter Ave, , Montgomery, 36104, United States Sport Or Leisure Building 2/2/2021 5/23/2024 Hord Coplan Macht NC NC Hollidaysburg Veterans Home , , Hollidaysburg, 16648, United States Industry And Production Hall 9/27/2021 6/22/2023 AES NC - Wycliff Rd Amenity Building , , Raleigh, 27606, United States Office Building 6/22/2023 10/18/2024 Gensler - Charlotte, NC NC 300 McBee Site Improvement , , Greenville, 29601, United States Office Building 9/28/2023 1/11/2024 SIEGMAN ASSOCIATES NC - 25 TULIP POPLAR TR. WOODFIN, NC 25 Tulip Poplar Tr., 25, Woodfin, 28801, United States Single House Project 12/11/2023 5/29/2024 SIEGMAN ASSOCIATES NC - 25 TULIP POPLAR TR. WOODFIN, NC 2.0 25 Tulip Poplar Tr., 25, Woodfin, 28801, United States Single House Project 5/15/2024 4/25/2025 Andre Johnson Architects NC - Raleigh-Durham Int. Airport Park Economy 3 Expansion 2400 John Brantley Boulevard, , Morrisville, 27560, United States Transport - Aviation 8/16/2024 11/18/2024 Sharp Interiors VA - Flow Automotive 960 Hilton Heights Road, , Charlottesville, 22901, United States Shopping Center Or Store 10/10/2024 1/22/2025 Redline Design Group, Charlotte NC NC - High Knoll - Low Knoll Whiteside Mountain Dr Whiteside Mountain Road, , Cashiers, 28741, United States Single House Project 10/28/2024 4/7/2025 Southeastern Architectural Systems GA - Hamilton Medical Center 1200 Memorial Drive, , Dalton, 30720, United States Hospital And Health Building 12/12/2024 6/9/2026 Southeastern Architectural Systems GA - The Henry , , Atlanta, 30303, United States Office Building 12/13/2024 5/30/2025 Hord Coplan Macht NC NC Hollidaysburg Veterans Home Phase II , , Hollidaysburg, 16648, United States Industry And Production Hall 6/4/2025 11/11/2025 Southeastern Architectural Systems GA - Hamilton Medical Center - Add On 1200 Memorial Drive, , Dalton, 30720, United States Hospital And Health Building 11/11/2025 1/28/2026 Clearscapes Architecture + Art NC - Paramount Theater Burlington 128 East Front Street, , Burlington, 27215, United States Sport Or Leisure Building 1/22/2026 5/26/2026 Builders First Source NC - Kikhtenko Residence , , Ashville, 28803, United States Single House Project 3/30/2026 Subtotal Count 17 Ohio 2/11/2020 Trinity Planning, Design, and Architecture Hillman Cancer Center at UPMC Susquehanna 827 Yard Street,, , Columbus, 43212, United States 9/10/2019 6/14/2019 Moody Nolan - Columbus OH Edgewood Recreation Center - 301 Franklin St, DC 300 Spruce St. Suite 300, , Columbus, 43215, United States 1/26/2018 7/16/2021 Bialosky + Partners Architects OH - The Lincoln Project 2410 Scranton Road, 2410, Cleveland, 44113, United States Apartment Building 8/25/2020 5/4/2022 Bialosky + Partners Architects OH - Corporate Circle (Project Number: 18-32), , Cleveland, 44101, United States Shopping Center Or Store 8/17/2021 3/15/2024 RDL Architects OH - The Oak, Arhaus, Oklahoma , , Oklahoma City, 73008, United States Shopping Center Or Store 6/30/2023 5/29/2024 OH - Willoughby Supply Barberton OR - Mid Oregon Credit Union 557 SW Bluff Dr, , Bend, 97702, United States Government or Municipal Building 8/22/2023 10/18/2023 RDL Architects OH - Arhaus Furniture, IL , , Chicago, 60611, United States Shopping Center Or Store 8/22/2023 6/15/2024 Onyx Creative VA - Arhaus, Fairfax, VA 4229 Fairfax Corner Avenue East, , Fairfax, 22030, United States Shopping Center Or Store 11/28/2023 4/15/2023 RDL Architects OH - Arhaus Furniture, Boulder CO , , Boulder, 80301, United States Shopping Center Or Store 5/9/2022 10/18/2023 Champlin Architecture OH - All Church in Sharonville, OH , , Cincinnati, 45202, United States Apartment Building 5/19/2022 5/1/2024 Onyx Creative OH- Arhaus- Winter Park Florida , , Winter Park, 32792, United States Apartment Building 1/17/2023 4/2/2024 Woodard Development OH - 505 S Jefferson St, Dayton 505 S Jefferson Street, 505, Dayton, 45402, United States Office Building 1/30/2024 5/16/2024 Onyx Creative FL - Arhaus-Sarasota Phase 1 , , Sarasota, 34230, United States Shopping Center Or Store 4/12/2024 7/9/2024 Onyx Creative FL - Phase 2 Arhaus-Sarasota , , Sarasota, 34230, United States Apartment Building 5/16/2024 7/3/2024 KoR design+build, llc.OH - Korsunsky 3711 Grovedale Pl, , Cincinnati, 45208, United States Single House Project 5/28/2024 11/14/2024 Fox Enterprise Services IN - Merrillville Team Honda 4613 East Lincoln Highway, , Merrillville, 46410, United States Shopping Center Or Store 8/28/2024 9/10/2024 L&W Supply TX - 7901 Hansen Road 7901 Hansen Road, , Houston, 77061, United States Office Building 9/10/2024 5/6/2025 Fox Enterprise Services IN - Indy Honda 8455 U.S. 31 South, , Indianapolis, 46227, United States Shopping Center Or Store 10/7/2024 5/1/2025 Fox Enterprise Services IN - Bob Rorhman Lafayette Honda 821 Sagamore Parkway South, , Lafayette, 47905, United States Shopping Center Or Store 10/22/2024 5/6/2025 Thomas Porter Architects OH -Sandusky County EMS 18 (SCEMS 18), , Sandusky, 44870, United States Educational Building 1/6/2025 Subtotal Count 20 Oklahoma 9/30/2020 Allford Hall Monaghan Morris LLC Civic Project Cleveland County Oklahoma 29 E Reno Avenue Suite 440, , OKLAHOMA CITY,, 73104-4231, United States Hospital And Health Building 12/11/2019 7/22/2022 Allford Hall Monaghan Morris LLC OKLAHOMA Wheeler Block 13 Condos Windows , 13, Oklahoma City, , United States Apartment Building 8/14/2020 7/19/2024 Troy D. Rhodes & Company, Inc.OK Bank 7, Watonga , , Watonga, 73772, United States Shopping Center Or Store 9/7/2023 2/1/2024 JCJ Architecture, Tulsa OK Desert Diamond Far West Casino , , Phoenix, 85001, United States Hotel Or Restaurant 7/19/2022 5/6/2025 Miles Architecture, OK OK Perkins Iowa Tribe Of Oklahoma Childcare/Clinic , , Oklahoma City, 73172, United States Office Building 3/20/2024 1/27/2026 United Acoustics OK - North Church Phase 2B 1601 West Memorial Road, , Oklahoma City, 73134, United States Educational Building 2/12/2025 Subtotal Count 6 Ontario 9/27/2021 ENGINEERED ASSEMBLIES INC.CA - EA - Bayers & Joseph Howe unknown, , unknown, L5M 0Z9, Canada Apartment Building 3/29/2021 6/13/2024 ENGINEERED ASSEMBLIES INC.EA - St. John Paul II Academy (Equitone)117-17220Heather Drive, , Surrey, V3S 0B4, Canada Educational Building 4/22/2024 10/10/2024 ENGINEERED ASSEMBLIES INC.EA - FORM Residential (Equitone)Seaborne Avenue, , Port Coquitlam, V3B 0R9, Canada Apartment Building 4/22/2024 7/16/2024 ENGINEERED ASSEMBLIES INC.EA - Ivan Franko LTC 3058 Winston Churchill Boulevard, , Mississauga, L5L 3J1, Canada Office Building 4/22/2024 10/10/2024 ENGINEERED ASSEMBLIES INC.EA - Pitt Meadows Civic Building RCMP , , Pitt Meadows, V2X 3M3, Canada Sport Or Leisure Building 4/22/2024 2/22/2024 ENGINEERED ASSEMBLIES INC.EA - 73 Woodlawn Ave , , Toronto, M4V 1G6, Canada Single House Project 4/22/2024 12/4/2025 ENGINEERED ASSEMBLIES INC.EA - UBC Jack Bell Renewal 17220 Heather Drive, , Surrey, V3S 8G6, Canada Educational Building 4/22/2024 10/10/2024 ENGINEERED ASSEMBLIES INC.EA - UBCO ICI (Equitone)Heather Drive, , Surrey, V3S 4A3, Canada Educational Building 4/22/2024 9/30/2024 ENGINEERED ASSEMBLIES INC.EA - Stride Avenue School Replacement (Equitone)43815 Progress Way, , Chilliwack, V2R 0W3, Canada Educational Building 4/23/2024 # INTERNAL USE – This information should not be shared outside of Etex unless authorized to do so / except with certain authorized external partners. Page 384 of 423 7/1/2024 ENGINEERED ASSEMBLIES INC.EA - Affirmative Housing Dartmouth , , Ontario, K0E 0B2, Canada Social Housing 6/10/2024 8/13/2024 ENGINEERED ASSEMBLIES INC.EA - 2905 Kadenwood Drive 2905 Kadenwood Drive, , Whistler, V0N 1B2, Canada Single House Project 6/10/2024 6/17/2024 ENGINEERED ASSEMBLIES INC.EA - East Village Public Washroom - Pictura , , Calgary, T2M 1G9, Canada Government or Municipal Building 6/10/2024 6/17/2024 ENGINEERED ASSEMBLIES INC.EA - Vanglo Custom Site Office 2200 Ontario Street, , Vancouver, V5T 2X2, Canada Office Building 6/10/2024 2/15/2024 ENGINEERED ASSEMBLIES INC.EA - Bretton Place Pavilion 44 Jackes Avenue, , Toronto, M4T 1E5, Canada Apartment Building 6/19/2024 3/4/2024 ENGINEERED ASSEMBLIES INC.EA - UBC Brock Commons 6088 Walter Gage Road, , Vancouver, V6T 0B4, Canada Educational Building 6/19/2024 3/29/2024 ENGINEERED ASSEMBLIES INC.EA - Leduc Hospital 4210 48 Street, , Leduc, T9E 8C9, Canada Hospital And Health Building 6/19/2024 3/19/2024 ENGINEERED ASSEMBLIES INC.EA - Pebble Camp David 17220 Heather Drive, , Surrey, V3S 8G6, Canada Single House Project 6/19/2024 2/22/2024 ENGINEERED ASSEMBLIES INC.EA - 65 Broadway Ave 65 Broadway Avenue, , Toronto, M4P 1T9, Canada Apartment Building 6/19/2024 3/7/2024 ENGINEERED ASSEMBLIES INC.EA - JACBA Centre 181 Acacia Valley Road, , Acaciaville, B0V 1A0, Canada Educational Building 6/19/2024 3/4/2024 ENGINEERED ASSEMBLIES INC.EA - Claude Simard 18 Jeanson Road, , Lorette, R0A 0Y0, Canada Hotel Or Restaurant 6/19/2024 5/17/2024 ENGINEERED ASSEMBLIES INC.EA - Ascent 23-1761 135 Edward Street, , St. Thomas, N5P 3P9, Canada Office Building 6/19/2024 4/16/2024 ENGINEERED ASSEMBLIES INC.EA - West Whitby Medical Clinic Bonacord Avenue, , Whitby, T0A 0K0, Canada Hospital And Health Building 6/19/2024 6/19/2024 ENGINEERED ASSEMBLIES INC.EA - Openspace Architecture 135 Edward Street, , St. Thomas, N5P 3P9, Canada Office Building 6/19/2024 6/13/2024 ENGINEERED ASSEMBLIES INC.EA - Ecole de la Baie-Saint Francois 70 Rue Louis Vi-Major, , Salaberry-de-Valleyfield, J6T 3G2, Canada Educational Building 6/19/2024 9/17/2024 ENGINEERED ASSEMBLIES INC.EA - Festival VMC - CMU’s A-C (TE- NT)3301 Highway 7, , Vaughan, L4K 5Z7, Canada Fair or Congress Building 7/1/2024 7/9/2024 ENGINEERED ASSEMBLIES INC.EA - 174 First Ave. Ottawa 174 First Avenue, , Ottawa, K1S 2G3, Canada Single House Project 7/9/2024 7/10/2024 ENGINEERED ASSEMBLIES INC.EA- Bay Cannon Housing 67 Mowat Avenue, , Toronto, M6K 3E3, Canada Apartment Building 7/10/2024 8/5/2024 ENGINEERED ASSEMBLIES INC.EA - Youth Opptunites 3610 Odyssey Drive, , Mississauga, L5M 0Z9, Canada Educational Building 8/5/2024 8/5/2024 ENGINEERED ASSEMBLIES INC.EA - The Collection 17220 Heather Drive, , Surrey, V3S 8G6, Canada Educational Building 8/5/2024 8/26/2024 ENGINEERED ASSEMBLIES INC.EA - Ascent 3610 Odyssey Drive, , Mississauga, L5M 7N4, Canada Single House Project 8/26/2024 9/3/2024 ENGINEERED ASSEMBLIES INC.EA - Cowichan School 8166 92 Street, , Delta, V4G 0A4, Canada Educational Building 9/3/2024 9/3/2024 ENGINEERED ASSEMBLIES INC.EA - Dania Seniors 17220 Heather Drive, , Surrey, V3S 8G6, Canada Single House Project 9/3/2024 7/23/2024 ENGINEERED ASSEMBLIES INC.EA - Caban 2455 192 Street, , Surrey, V3Z 3X1, Canada Single House Project 9/11/2024 10/22/2024 ENGINEERED ASSEMBLIES INC.EA - Lina 17220 Heather Drive, , Surrey, V3S 8G6, Canada Single House Project 10/22/2024 12/30/2024 ENGINEERED ASSEMBLIES INC.EA - Cawkwell Residence 65 Macdonald Avenue, , Dartmouth, B3B 1S5, Canada Single House Project 12/30/2024 2/11/2025 ENGINEERED ASSEMBLIES INC.EA - Clairlea PS 25 Rosalind Crescent, , Toronto, M1L 2B2, Canada Educational Building 2/11/2025 2/11/2025 ENGINEERED ASSEMBLIES INC.EA - Noresman Middle 105 Norseman Street, , Toronto, M8Z 2R1, Canada Educational Building 2/11/2025 2/18/2025 ENGINEERED ASSEMBLIES INC.EA - McKee Public School 35 Church Avenue, , Toronto, M2N 6X6, Canada Educational Building 2/18/2025 2/18/2025 ENGINEERED ASSEMBLIES INC.EA - Fire Station #7 8530 Lundy's Lane, , Niagara Falls, L2H 1H4, Canada Government or Municipal Building 2/18/2025 3/3/2025 ENGINEERED ASSEMBLIES INC.EA - Emerald 555 Gore Avenue, , Vancouver, V6A 1X6, Canada Apartment Building 3/3/2025 3/3/2025 ENGINEERED ASSEMBLIES INC.EA - Amyoony Residence , , Halifax, B0J 0A5, Canada Single House Project 3/3/2025 3/3/2025 ENGINEERED ASSEMBLIES INC.EA - Woburn Jr. P Sch 40 Dormington Drive, , Toronto, M1G 3N2, Canada Educational Building 3/3/2025 3/26/2025 ENGINEERED ASSEMBLIES INC.EA - Torrent Creek Pinewood Drive, , Pemberton, V0N 2L3, Canada Single House Project 3/26/2025 4/1/2025 ENGINEERED ASSEMBLIES INC.EA - Collaborative Health Bldg 5793 University Avenue, , Halifax, B3H 0A8, Canada Hospital And Health Building 4/1/2025 6/23/2025 ENGINEERED ASSEMBLIES INC.EA - B Davison Secondary School (TE)785 Trafalgar Street, , London, N5Z 1E6, Canada Educational Building 4/14/2025 4/29/2025 ENGINEERED ASSEMBLIES INC.EA - SJCCC Rehab 14 York Street, , Cornwall, K6J 5T2, Canada Hospital And Health Building 4/29/2025 5/2/2025 ENGINEERED ASSEMBLIES INC.EA - 247 Erskine Ave 247 Erskine Avenue, , Toronto, M4P 1Z6, Canada Single House Project 4/30/2025 7/28/2025 ENGINEERED ASSEMBLIES INC.EA - Aspen Elementary School Addition - Phase 2 2250 Bolt Avenue, , Comox, V9M 4E7, Canada Educational Building 4/30/2025 6/26/2025 ENGINEERED ASSEMBLIES INC.EA - WJ Henderson Rec Cntr Amherstview 322 Amherst Drive, , Amherstview, K7N 1S9, Canada Sport Or Leisure Building 5/1/2025 Subtotal Count 49 Oregon 7/9/2020 SERA Architects Portland 18S (18th and Salmon)338 Northwest 5th Avenue, , Portland, 97209, United States 9/24/2018 6/15/2020 Mackenzie Lake Oswego City Hall 1515 SE Water Avenue, Suite 100,, , Portland, 97214, United States 10/9/2018 5/31/2022 LRS architects OR Block 290 720 NW Davis street suite 300, , portland, 97223, United States Apartment Building 1/14/2019 8/31/2020 Ankrom Moisan Architects Portland Olympic Tower 6720 SW Macadam Ave, Suite 100, , Portland, 97219, United States 4/11/2019 7/16/2020 Ankrom Moisan Architects Portland 815 west Burnside 6720 SW Macadam Ave, Suite 100, , Portland, 97219, United States 2/18/2020 3/15/2022 ZGF Architects Portland WA Parent Project Microsoft NDA 555 110th Ave NE, 555, Bellevue, 98004, United States 8/19/2020 4/23/2021 ZGF Architects Portland Phase 1 Microsoft NDA Building 208 555 110th Ave NE, 555, Bellevue, 98004, United States Office Building 8/20/2020 3/2/2022 ZGF Architects Portland WA Phase 4 Microsoft NDA Building 210 555 110th Ave NE, 555, Bellevue, 98004, United States Office Building 8/20/2020 4/23/2021 ZGF Architects Portland Phase 2 Microsoft NDA Building 209 555 110th Ave NE, 555, Bellevue, 98004, United States Office Building 8/20/2020 2/8/2022 ZGF Architects Portland WA Phase 3 Microsoft NDA Building 206 555 110th Ave NE, 555, Bellevue, 98004, United States Office Building 8/20/2020 3/15/2022 ZGF Architects Portland WA Phase 5 Microsoft NDA Building 211 555 110th Ave NE, 555, Bellevue, 98004, United States Office Building 8/20/2020 8/12/2021 BBT Architects OR Loma Vista Elementary School, Hermiston OR 123 9th Ave, 666, Hermison, 97838, United States Educational Building 2/11/2021 7/30/2021 TVA Architects Portland OR Fremont Apts 9875 Fremont, 666, Seattle, 98122, United States Apartment Building 2/18/2021 8/12/2021 BBT Architects OR Rocky Heights Elementary- Hermiston 9384 SE 9th Ave, 666, Hermiston, 95232, United States Educational Building 10/27/2020 2/5/2021 TVA Architects Portland Gresham Department of Health and Services 223rd Avenue and Stark Street, 223, Gresham, 91325, United States Government or Municipal Building 11/3/2020 4/20/2022 LRS architects OR Terwilliger 2399 NE Stark St, 666, Portland, 97232, United States Apartment Building 12/2/2020 1/11/2022 TVA Architects Portland OR Salem Hotel (Holman Riverfront Park Hotel)195 Commercial St, 195, Salem, 97301, United States Hotel Or Restaurant 1/4/2021 4/13/2022 Ankrom Moisan Architects Portland WA Vancouver Block 3 3 Waterfront Way, 3, Vancouver, 98663, United States Apartment Building 1/27/2021 1/15/2022 Ankrom Moisan Architects Portland OR Standard 4220 12th Ave NE, 1016, Seattle, 98105, United States Hotel Or Restaurant 3/29/2021 5/19/2022 LRS architects OR Terwilliger Soffits 2399 NE Stark St, 666, Portland, 97232, United States Apartment Building 12/15/2021 5/8/2025 LRS Architects OR Deschutes County Courthouse 1100 Northwest Bond Street, , Bend, 97703, United States Government or Municipal Building 3/22/2023 7/20/2023 STEELE Associates Architects OR Ford Residence , , Bend, 97702, United States Single House Project 7/20/2023 7/14/2025 LRS architects OR - Woodland Hearth Apartments SW Torchwood, , Tigard, 97223, United States Apartment Building 8/7/2023 11/29/2024 Deca, Inc.OR - Beacon Lake Road / Beacon Dental , , Milwaukie, 97222, United States Office Building 9/20/2023 8/30/2024 BDA Architecture and Planning OR Olive Plaza Apartments Rehabilitation (1661 Olive)1133 Olive Street, , Eugene, 97401, United States Apartment Building 10/10/2023 5/2/2025 Mackenzie OR CIS Oregon 25117 Southwest Parkway Avenue, , Wilsonville, 97070, United States Office Building 12/15/2023 1/24/2022 ZGF Architects Portland WA Microsoft Phase 3 scope increase 555 110th Ave NE, 555, Bellevue, 98004, United States Office Building 1/24/2022 2/28/2023 Kirby Nagelhout Construction OR Crook County Justice Center 60 NW 2ND STREET, , PRINEVILLE, 97754, United States Government or Municipal Building 1/28/2022 7/20/2023 Colloqate Design OR Midland Library Addition , , Midland, 79701, United States Government or Municipal Building 2/1/2022 6/22/2023 William Kaven Architects OR SE 27th and Division , , Portland, 97205, United States Apartment Building 4/20/2022 12/5/2023 FFA Architecture and Interiors OR Milton-Freewater Police & Dispatch Center , , Portland, 97205, United States Apartment Building 5/6/2022 5/26/2022 Ankrom Moisan Architects Portland OR The Standard Phase 2 , , Seattle, 98109, United States Hotel Or Restaurant 5/26/2022 8/10/2023 SERA Architects Portland OR Slab Town Between Nob Hill and Pearl, , Portland, 97210, United States Apartment Building 9/20/2022 3/1/2023 LRS architects OR Terwilliger Plaza Tower and Dining Renovation , , Portland, 97205, United States Apartment Building 10/20/2022 7/20/2023 Bora Architects OR Holgate Library , , Portland, 97205, United States Educational Building 12/2/2022 9/6/2023 Nike OR Nike JBS - Coffee Shop , , Beaverton, 97005, United States Shopping Center Or Store 3/15/2023 6/27/2024 Rowell Brokaw Architects OR Flock 13 Eugene 871 East 13th Avenue, , Eugene, 97401, United States Apartment Building 1/31/2024 3/21/2024 William Kaven Architects OR SE 27th and Division Phase II 27th Division, , Portland, 97124, United States Apartment Building 3/21/2024 6/3/2024 OH Planning + Design, Architecture OR Aloha High School Office Relocation 18550 Southwest Kinnaman Road, , Beaverton, 97007, United States Educational Building 6/3/2024 6/9/2021 Bora Architects OR Vista North Pearl Condominiums 1150 Northwest Quimby Street, , Portland, 97209, United States Apartment Building 6/25/2024 6/27/2024 SERA Architects Portland OR Slab Town Phase 2 Between Nob Hill and Pearl, , Portland, 97210, United States Apartment Building 6/27/2024 10/17/2024 Henneberry Eddy architects WA Port of Seattle IAF Realignment BP3 17801 International Boulevard, , SeaTac, 98158, United States Transport - Aviation 7/23/2024 8/20/2025 LRS architects OR - Project Meadowlark SE 1st Ave. and S. Walnut St., , Canby, 97013, United States Office Building 9/23/2024 2/10/2026 Skyline Sheet Metal, Inc.OR - Asian Health 1535 Northwest Sundial Road, , Troutdale, 97060, United States Hospital And Health Building 2/10/2026 Subtotal Count 44 Pennsylvania 2/11/2021 Cecil Baker + Partners 2100 Hamilton 1107 Walnut Street, , Philadelphia, 19107, United States Apartment Building 3/18/2020 1/2/2018 EwingCole (Philadelphia, PA)Hanscom Primary School AFB 100 N 6th St. Federal Reserve Buil, , Philadelphia, 19106, United States 4/8/2014 6/24/2018 Cecil Baker + Partners 2110 Walnut 1107 Walnut Street, , Philadelphia, 19107, United States 8/28/2017 7/19/2019 D2 Groups, LLC + D2 Branding, LLC JACQUET OFFICE AND MANUFACTURING/ WAREHOUSE 2540 Renaissance Blvd, , King of Prussia, 19406, United States 6/20/2018 3/19/2021 Atkin Olshin Schade Architects (AOS)PSU - Berks Campus, Beaver Community Center 125 South Ninth Street, Suite 900, , Philadelphia, 19107, United States Educational Building 10/25/2019 3/4/2020 Perkins Eastman (Pittsburgh, PA)Frostburg State - Res Hall Interiors 1100 Liberty Avenue, , Pittsburgh, 15222, United States 11/19/2019 6/5/2019 River Supply Inc N Bethesda 2555 Delta Rd, , Brogue, 17309, United States 11/8/2017 5/3/2021 Nutec Group Hershey Co 19 E Chocolate Ave, 19, Hershey, 17033, United States Office Building 6/24/2020 9/2/2022 Atrium Design Group PA 1705-63 NORTH AMERICAN STREET - Apts *1705-63 NORTH AMERICAN STREET, 1705-63, Philadephia, 19122, United States Apartment Building 7/15/2020 2/18/2021 D2 Groups, LLC + D2 Branding, LLC Chesterbrook Amenity Center 851 Duportail Road, 851, Chesterbrook, 19087, United States Office Building 11/2/2020 11/1/2022 DCM PA Dell Music Center *Dell Music Center, , Philadelphia, 19121, United States Educational Building 12/17/2020 5/31/2022 EwingCole (Philadelphia, PA)PA Traville, Bldg A, Rockville MD +traville Cir, , Rockville, 20852, United States Apartment Building 4/6/2021 11/10/2022 ABC Supply (Exton, PA)PA 629 W Girard Ave 629 West Girard Ave, , Philadelphia, 19123, United States Apartment Building 7/29/2021 5/9/2023 Arcus Design Group PA Janssen BioTech Inc 260 Great Valley Parway, , Malvern, 19355, United States Office Building 9/27/2021 8/23/2023 Legacy Service USA, LLC PA - Morgan Properties Millenium III 227 Washington St., , Conshohocken, 19428, United States Office Building 8/23/2023 10/23/2024 Ballinger Architecture & Engineering -Philadelphia PA Kearney Cancer Center - Nebraska 412 W 42nd St., , kearney, 68845, United States Hospital And Health Building 10/16/2023 1/22/2025 Robert E Lamb, Inc.PA Protovision II Lithia Springs GA 748 Douglas Hills Road, , Lithia Springs, 30122, United States Government or Municipal Building 10/20/2023 3/9/2023 AEM Architects, Inc.PA Tech Ed addition ELCO high School - Bidding*180 ELCO Drive, , Myerstown, 17067, United States Educational Building 1/21/2022 5/9/2022 Weber Murphy Fox, Inc - Erie PA Kahkwa Country Club 3300 Kahkwa Club Rd, , Erie, 16505, United States Sport Or Leisure Building 4/12/2022 # INTERNAL USE – This information should not be shared outside of Etex unless authorized to do so / except with certain authorized external partners. Page 385 of 423 7/24/2023 MCF Architecture Saint Francis University - School of Health Science Reno- BRICK 117 Evergreen Drive, , Loretto, 15940, United States Educational Building 4/27/2022 10/10/2022 Architetra PA- Architetra - Willow Grove Marshalls PARK AVENUEWILLOW GROVE, PA 19090, 112, Willow Grove, 19090, United States Shopping Center Or Store 10/10/2022 9/8/2023 Chris Dawson Architect PA LOWENGARD BUILDING RENOVATIONS , , Brogue, 17309, United States Office Building 1/23/2023 6/7/2023 D2 Groups PA Millennium 3 Office Complex - stock 227 Washington Street, , Conshohocken, 19428, United States Office Building 1/26/2023 4/2/2024 River Supply Inc MD - Beacon Square 2500 Riva Rd, 2500, Annapolis, 21401, United States Apartment Building 3/5/2024 6/30/2025 Kimmel Architecture PA-Elm Terrace Gardens 660 North Broad Street, , Lansdale, 19446, United States Apartment Building 8/9/2024 1/29/2025 Kimmel Architecture PA-Rolling Hills Aquatic Center 121 Rolling Hills Drive, , McMurray, 15317, United States Sport Or Leisure Building 9/5/2024 5/1/2025 Cicada Architecture/Planning PA-New Foundations Charter School 4850 Rhawn Street, , Philadelphia, 19136, United States Educational Building 9/23/2024 10/8/2025 Ballinger Architecture & Engineering -Philadelphia RI - Steelman House 6 Portside Road, , Bristol, 02809, United States Single House Project 4/10/2025 11/25/2025 LGA Partners (Pittsburgh)PA - Sisters of St. Basil Monastery 500 West Main Street, , Uniontown, 15401, United States Multiple House Project 9/18/2025 4/21/2026 River Supply Inc NJ - Joyce Honda 3166 New Jersey 10, , Denville, 07834, United States Shopping Center Or Store 3/19/2026 6/9/2026 River Supply Inc NY - Honda of State Island 1232 Hylan Boulevard, , Staten Island, 10305, United States Shopping Center Or Store 6/8/2026 Subtotal Count 31 Rhode Island 9/20/2023 JJ Cardosi MA - Cyber Range- Bridgewater , , Bridgewater, 02324, United States Hotel Or Restaurant 9/20/2023 Subtotal Count 1 South Carolina 7/11/2018 Liollio Architecture USCB ToHHI HMF 147 Wappoo Creek Drive, Suite 400, , Charleston, 29412, United States 9/26/2016 2/27/2026 LS3P, Charleston SC SC Del Webb Heartwood Amenity Building , , Savannah, 31405, United States Apartment Building 12/7/2023 3/13/2025 LS3P, Charleston SC SC Del Webb Heartwood Sales Center , , Savannah, 31419, United States Apartment Building 2/12/2024 12/17/2025 Liollio Architecture SC TTC Trident Tech College-Berkeley Renovation, Moncks Corner, SC , , Moncks Corner, 29461, United States Educational Building 6/21/2024 3/5/2025 Premier Exteriors GA - Richmond Hill Mockup Scope , , Richmond Hill, 31324, United States Shopping Center Or Store 3/5/2025 12/2/2025 Freedom Interiors Group SC - 300 E. McBee Add On 300 East McBee Avenue, , Greenville, 29601, United States Office Building 7/1/2025 Subtotal Count 6 Tennessee 5/26/2022 Johnson Braund, Inc. Architects TN - Marriott AC Seattle 15200 52nd Ave S, , Seattle, 98188, United States Hotel Or Restaurant 3/23/2018 2/6/2020 Haizlip Studio Sloan Museum - Flint MI 2125 Central Ave, , Memphis, 38104, United States 10/11/2017 10/11/2024 Wold Hfr TN MTSU Applied Engineering Building , , Murfreesboro, 37131, United States Educational Building 5/31/2022 9/25/2023 Hastings Architecture Associates TN EMF Office Building , , Franklin, 37067, United States Office Building 5/31/2022 8/5/2024 BarberMcMurry Architects TN Legacy Parks Pavillion , , knoxville, 37902, United States Office Building 7/19/2022 3/13/2024 Anecdote Architecture (formerly Tuck Hinton)TN Franklin Road Academy/ FRA Upper School , , Nashville, 37220, United States Educational Building 10/27/2022 3/5/2024 Rothe Architecture TN Lawson-Tebrock Residence , , Johnson City, 37601, United States Single House Project 11/18/2022 5/1/2023 Archimania TN Felsenthal Residence , , Memphis, 38122, United States Apartment Building 12/12/2022 10/17/2024 Hastings Architecture Associates TN 105 Molloy Street Office , , Nashville, 37204, United States Office Building 2/21/2024 10/4/2024 Anecdote Architecture (formerly Tuck Hinton)TN Franklin Road Academy PHASE II , , Nashville, 37220, United States Educational Building 4/26/2024 8/6/2024 Ruppert Landscape TN - 5428 Clarksville HWY Residence 5428 Clarksville Highway, , Nashville, 37189, United States Single House Project 8/6/2024 3/12/2025 L&W Supply TN - Nashville Yards Nashville Yards Parcel 9, , Nashville, 37011, United States Shopping Center Or Store 1/8/2025 1/8/2025 Bethel Construction, Nashville TN - Nashville Fireplace , , Nashville, 37011, United States Single House Project 1/8/2025 5/1/2025 Anecdote Architecture (formerly Tuck Hinton)TN Franklin Road Academy Phase III , , Nashville, 37201, United States Educational Building 4/21/2025 Subtotal Count 14 Texas 1/15/2018 ASA Architects Bel Air Middle School 519 E Rio Grande, , El Paso, 79902, United States 11/10/2016 6/19/2018 Perkins + Will Dallas Research Medical Center Portocol 2218 Bryan Street #200, , Dallas, 75201, United States 3/26/2018 5/15/2019 JHP Architecture / Urban Design 4600 Ross 8340 Meadow Road, Suite 150, , Dallas, 75231-0376, United States 5/31/2018 1/22/2019 HKS, Dallas The W Nashville / 1200 Broadway 350 N Saint Paul, , Dallas, 75201, United States 1/27/2016 5/19/2020 BRW Architects TX Bryan Adams HS 3535 Travis St. Suite 250, , Dallas, 75204, United States 4/18/2019 8/14/2019 Walton Design Studio American Revelry Restaurant 115 Hidden Lake Ranch Rd, , Aledo, 76008, United States 5/3/2019 8/20/2019 Michael Hsu Office of Architects Tiny Victories charity 4910 Burnet Road, , Austin, 78756, United States 5/15/2019 1/13/2020 WDG Dallas Shake Shack Woodlands 2001 Bryan Street, Suite 3100, , Dallas, 75201, United States 7/26/2019 4/14/2023 JHP Architecture / Urban Design TX Erickson Woodleigh Chase Senior Living VA Braddock Rd, 9901, Fairfax, 22031, United States Hospital And Health Building 8/26/2020 5/26/2021 Boultinghouse Simpson Gates Architects TEXAS Bert Ogden Pre-Owned 4001 E Expressway 83, 4001, Mercedes, 78570, United States Shopping Center Or Store 8/5/2020 9/30/2020 HKS, Dallas JW Marriott Charlotte 600 S College St, 600, Charlotte, 28202, United States Hotel Or Restaurant 9/8/2020 6/30/2021 CADCO Architects-Engineers, Inc.ABELINE North Coleman County Bank Allen Ridge West, , Abeline, 79606, United States Office Building 10/26/2020 3/31/2021 Cadwallader Design Principals Home 1111 Lagoon Dr, 1111, Dallas, 75208, United States Single House Project 12/22/2020 4/30/2021 Overland Partners SAN ANTONIO North West Vista College 3535 N Ellison Dr, 3535, San Antonio, 78251, United States Educational Building 1/20/2021 4/5/2021 RVK Architects Port Of San Antonio TX Food Hall Port of San Antonio, , San Antonio, 78217, United States Hotel Or Restaurant 2/4/2021 9/26/2022 HDR- Dallas TX UMC Healthcare Lubbock , , Lubbock, 79409, United States Hospital And Health Building 2/9/2021 7/11/2024 Freese & Nichols Inc TX Holly Water Treatment Plant , , fort worth, 76179, United States Other Agricultural Building 4/3/2023 8/19/2024 WRA Architects TX Anna ISD Admin Building , , Anna, 75409, United States Educational Building 5/24/2023 6/29/2023 Deutsch Precision TX - 3325 Indian Trail , , Flower Mound, 75022, United States Single House Project 6/29/2023 12/10/2025 PBK TX Guthrie Center , , Houston, 77046, United States Office Building 8/11/2023 5/16/2025 Harrison USA LLC TX Eddie V Restaurant, Alpharetta, GA , , Alpharetta, 30004, United States Hotel Or Restaurant 1/16/2024 3/9/2022 Construction Consultants TX - 7027 Desco Drive- Dallas TX 7027 Desco Square, 7027, Dallas, 75225, United States Office Building 3/9/2022 3/15/2022 Escobedo Group TX Driftwood 25 Guest Houses , , Driftwood, 78619, United States Single House Project 3/11/2022 4/1/2026 Freese & Nichols Inc TX Mockingbird Bridge , , Dallas, 75206, United States Government or Municipal Building 3/22/2022 9/13/2023 Fitzpatrick Architects TX UT Tyler Nursing School Building , , Tyler, 75703, United States Educational Building 5/12/2022 8/22/2022 Page Think TX Banfield S. Friendswood Office , , Friendswood, 77535, United States Office Building 5/25/2022 10/11/2022 Aaron Wallrath Custom Homes TX - Lavey Residence 12740 Co Rd 8, 12740, Celina, 75009, United States Office Building 7/29/2022 11/30/2022 Civitarese Morgan Architecture TX - Pollo Campero 19000 North Interstate 35 Frontage Road, 19000, Kyle, 78640, United States Hotel Or Restaurant 8/15/2022 5/14/2024 Page Think Dallas TX Texas Instruments Admin Fabrication 6412 South US Highway 75, , Sherman, 75090, United States Office Building 8/16/2022 2/20/2025 SHM(Stocker Hoesterey Montenegro) Architects TX Slabisak Residence, Montana , , Whitefish, 59937, United States Single House Project 10/3/2022 9/13/2023 JHP Architecture / Urban Design TX Lantower NCX Midtown, Dallas-STOCK (UNIVERSE)10658 North Central Expressway, , Dallas, 75231, United States Apartment Building 10/27/2022 3/23/2024 Gensler - Dallas TX West Grove Retail , , McKinney, 75069, United States Shopping Center Or Store 2/15/2023 10/8/2025 Kirksey TX Hope City , , Houston, 77024, United States Sport Or Leisure Building 2/22/2023 10/28/2024 studioMET TX - 11800 Wink Residence 11800 Wink Road, , Houston, 77024, United States Single House Project 9/13/2024 9/15/2025 O'Connell Robertson TX Uvalde Memorial Hospital , , Uvalde, 78801, United States Hospital And Health Building 1/28/2025 10/29/2025 Jacob|Martin TX Diamondback Midland Athletic Complex , , Midland, 79705, United States Sport Or Leisure Building 3/11/2025 5/13/2025 Christian Joy Center TX - 1208 Sumac Drive 1208 Sumac Drive, , El Paso, 79925, United States Single House Project 5/13/2025 12/2/2025 Color Houses, Inc.TX - 4134 Falkirk Ln 4134 Falkirk Lane, , Houston, 77025, United States Single House Project 7/11/2025 12/2/2025 Christian Joy Center TX - 1208 Sumac Drive - Add 80 1208 Sumac Drive, , El Paso, 79925, United States Single House Project 12/2/2025 1/20/2026 Christian Joy Center TX - 1208 Sumac Drive - (Add 120)1208 Sumac Drive, , El Paso, 79925, United States Single House Project 1/20/2026 5/19/2026 Holmes Builders TX - 2615 Park Grove 2615 Park Grove Loop, Lot6, Southlake, 76092, United States Single House Project 3/4/2026 Subtotal Count 41 Utah 4/6/2021 EDA Architects UTAH SARCOS LAB Interior 360 S Wakara Way, 360, Salt Lake City, 84108, United States Hospital And Health Building 4/6/2021 8/24/2023 Design West Architects UT Saratoga Pad E - Shell , , Saratoga Springs, 84005, United States Shopping Center Or Store 1/18/2023 1/6/2026 The Richardson Design Partnership ID AC Hotel 602 and 612 E. Sherman Ave, , Coeur d'alene, 83814, United States Hotel Or Restaurant 1/22/2024 3/5/2025 RAYMOND KELLER CONSTRUCTION UT - Horizon Credit Union 225 South 200 West, , Farmington, 84025, United States Office Building 12/12/2024 3/26/2025 Pinnacle Construction UT - Wasatch Peaks Townhomes , , Morgan, 84050, United States Apartment Building 5/14/2025 Subtotal Count 5 Vermont 7/14/2020 Scott + Partners UVM Music Hall- Recital 7 Carmichael St. Suite 102, , Essex Junction, 00000, United States 10/10/2017 1/4/2022 Stowe Builders Vermont - Stowe Builders - Bergersen Residence Gold Brook Road Fork, , Stowe, 05672, United States Single House Project 1/4/2022 7/23/2025 Colin Lindberg Architects VT - IAA Wheeler Middle School, Burlington 6 Archibald Street, , Burlington, 05401, United States Educational Building 6/30/2023 6/1/2022 Brothers Building Co.VT - Grahame Residence - Brothers Building Co.5222 Main Street, , Waitsfield, 05673, United States Single House Project 6/1/2022 Subtotal Count 4 Virginia 9/10/2019 HDR (Arlington, VA)Systems Integration Laboratory (JHU Lab)3001 Washington Blvd, Suite 200, , Arlington, 22201, United States 8/22/2017 8/20/2019 VMDO Architects (Charlottesville, VA)1856 Greene County HS & MS 200 E MARKET STREET, , Charlottesville, 22902, United States 5/8/2018 12/15/2021 E4H Environments for Health Architecture - Washington, DC Residences at Kenilworth 14291 Park Meadow Drive suite 300, , Chantilly, 20151, United States Apartment Building 4/16/2019 8/23/2019 American Big Builders LLC Single Family Houses - Arlington Project 11500 Fairway Drive Unit 402, , Reston, 20190, United States 5/16/2019 7/20/2023 Rand Construction Corporation VA - Two Halley Rise 12018 Sunrise Valley Drive, , Reston, 20191, United States Apartment Building 7/18/2023 8/21/2023 Hawkeye Exteriors VA - LFJ Farfax Corner 1500 Monument Wall Way Fairfax Corner, , Fairfax, 22030, United States Shopping Center Or Store 8/22/2023 8/23/2023 Marwa Elsadig MD - Flagship Car Wash 10117 York Rd, , Cockeysville, 21030, United States Shopping Center Or Store 8/23/2023 10/15/2022 Tymoff+Moss Architects VA - McEwen Block A Retail Store - 4 Finks Jewelry Store, Nashville TN , , Nashville, 37011, United States Shopping Center Or Store 2/25/2022 11/11/2025 Quinn Evans Architects (Richmond, VA)VA - Suffolk Central Library , , Suffolk, 23323, United States Educational Building 7/14/2022 8/31/2023 E4H Environments for Health Architecture - Washington, DC VA - Harrison Crossing Medical Center , , Fredericksburg, 22401, United States Hospital And Health Building 8/18/2022 3/6/2026 Quinn Evans Architects (Richmond, VA)VA - Newark Free Library 750 Library Avenue, , Newark, 19711, United States Educational Building 3/6/2024 3/27/2025 Freeman Morgan Architects VA-Churchill N. Retail Center 1130 North 25th Street, , Richmond, 23223, United States Apartment Building 3/5/2025 Subtotal Count 12 Washington 9/21/2018 Ryan Companies Kirkland Urban 110 110th Ave NE, Suite 100 , , Bellevue, 98004, United States 9/19/2018 5/16/2021 Baylis Architects 434 Kirkland Mixed 10801 Main Street, , Bellevue, 98004, United States Multiple House Project 3/18/2019 # INTERNAL USE – This information should not be shared outside of Etex unless authorized to do so / except with certain authorized external partners. Page 386 of 423 6/1/2020 Gensler - Seattle CitizenM Downtown LA 1200 6th avenue suite 500, , seattle, 00000, United States 4/23/2019 5/26/2022 Tiscareno Associates WA Legacy at Redmond 1200 Sixth Ave, Suite 605, , Seattle, 98101, United States Apartment Building 10/9/2019 1/11/2022 RMC Architects WA City of Bellingham Operations Center 1223 Railroad Avenue, , Bellingham, 98225, United States Government or Municipal Building 10/9/2019 4/29/2020 Uptic Studios Lakeside Residence Northwest Trends Spokane 152 S. Jefferson Suite 101, , Spokane, 99201, United States 3/31/2020 5/15/2020 Architectural Metal Solutions Factoria Mall 1724 Garrett Street, Suite B, , Enumclaw, 98022, United States 5/7/2020 6/15/2018 Architectural Metal Solutions Citizen M Hotel 1724 Garrett Street, Suite B, , Enumclaw, 98022, United States 5/1/2017 2/7/2024 Runberg Architecture Group WA 21 Boston (Queen Anne Multi Family)123 First Street, 666, Seattle, 98109, United States Apartment Building 8/31/2020 1/11/2022 ENCORE architects WA Broadstone NE Seattle 2983 Broadstone Rd., 666, seattle, 98211, United States Low & Mid Rise Building 2/18/2021 4/15/2021 Baylis Architects 434 Kirkland Scope Increase 10801 Main Street, , Bellevue, 98004, United States Apartment Building 3/3/2021 12/30/2021 Washington Glass & Glazing Inc WASHINGTON Muckleshoot Columns 2402 Auburn Way S92, , Auburn, 98092, United States Hotel Or Restaurant 4/9/2021 6/29/2023 LSW Architects OR Washington Street Apts 1 Washington Street, 1, Portland, 97205, United States Apartment Building 6/24/2021 6/24/2022 Flynn BEC Spokane ID Meridian School Cafeteria , , Boise, 83713, United States Educational Building 9/30/2021 8/23/2023 Ankrom Moisan Architects Seattle WA Alliance Broadstone Redmond , , Seattle, 98101, United States Apartment Building 12/9/2021 11/28/2023 Perkins&Will Seattle WA UW University District Station Building (UDSB)Corner of Brooklyn Ave NE and NE 43rd St., , Seattle, 98195, United States Office Building 4/13/2023 6/22/2023 Baylis Architects WA 434 Kirkland - Adder 10801 Main Street, , Bellevue, 98004, United States Apartment Building 6/22/2023 1/31/2024 Architectural Metal Solutions WA Mercer Island Forest Residence , , Mercer Island, 98040, United States Single House Project 9/11/2023 9/18/2023 Architectural Metal Solutions CO Denver Residence , , Denver, 80201, United States Single House Project 9/11/2023 9/15/2023 Flynn BEC Spokane WA McKinstry Warehouse , , Spokane, 99224, United States Industry And Production Hall 9/15/2023 9/18/2023 Architectural Metal Solutions CO Lot 40 Meadow Creek - Alpine Mountain Ranch 33200 Meadow Creek Drive, , Steamboat Springs, 80487, United States Single House Project 9/18/2023 9/18/2023 Architectural Metal Solutions CO Segall Residence - Alpine Mountain Ranch 33890 Meadow Creek Drive, , Steamboat Springs, 80487, United States Single House Project 9/18/2023 11/2/2023 Architectural Metal Solutions OR Crook County Justice Center - Additional Scope 60 NW 2ND STREET, , PRINEVILLE, 97754, United States Government or Municipal Building 9/21/2023 1/7/2026 Board & Vellum WA - Stream Overlake (Cultivate Apts.)15075 Northeast 24th Street, , Redmond, 98052, United States Apartment Building 10/25/2023 2/2/2024 Tiscareno Associates WA Redmond Grand Redmond Way, , Redmond, 98052, United States Apartment Building 10/25/2023 6/27/2024 Rojas Exteriors WA Cascade Residence , , Seattle, 98199, United States Single House Project 12/4/2023 1/26/2023 Weber Thompson WA SCHOOL Painted Mural Project , , Seattle, 98109, United States Educational Building 5/9/2022 5/16/2022 Dykeman Inc.WA North Cascades Bank 220 E Johnson Ave, , Chelan, 98816, United States Shopping Center Or Store 5/16/2022 7/21/2022 Matar Construction WA - Matar Construction - Replacement Panels , , Seattle, 98101, United States Single House Project 7/21/2022 2/28/2023 Dawson Construction WA Bellingham School district New Office Building 1223 Railroad Avenue, , Bellingham, 98225, United States Educational Building 7/22/2022 11/1/2023 Baylis Architects WA Marina Pointe , , Bellevue, 98004, United States Apartment Building 8/26/2022 8/9/2024 LMN Architects WA SAAS High School - Seattle Academy of Arts and Sciences , , Seattle, 98109, United States Educational Building 9/15/2022 5/2/2024 Bohlin Cywinski Jackson Seattle WA Bellevue Fire Station #10 1225 112th Avenue Northeast, , Bellevue, 98004, United States Government or Municipal Building 9/29/2022 6/22/2023 Architectural Metal Solutions OR Hampton Street Apartments , , Lake Oswego, 97084, United States Apartment Building 12/5/2022 1/29/2024 Fradkin Fine Construction, Inc.WA - Babcock-Nahra Residence 1114 8th Ave West, , Seattle, 98119, United States Single House Project 2/1/2024 2/5/2024 Cool Running Construction WA - Cline Knospe Residence Phase 1 921 Highland Drive, , Bellingham, 98225, United States Single House Project 2/9/2024 3/12/2025 Valor Builds WA Wong Residence 11855 Holmes Point Drive Northeast, , Kirkland, 98034, United States Single House Project 3/6/2024 4/2/2024 FRIHET TRUST and Hood Canal Resort WA - Gig Harbor , , Gig Harbor, 98335, United States Single House Project 4/2/2024 4/2/2024 Tube Art Group WA - Blanton , , Seattle, 98103, United States Office Building 4/2/2024 4/5/2024 LSW Architects OR Washington Street Apartments Phase II 1 Washington Street, 1, Portland, 97205, United States Apartment Building 4/5/2024 7/8/2025 RMC Architects WA City of Bellingham Operations Center Phase 2 (AKA PSOC), , Bellingham, 98226, United States Government or Municipal Building 4/18/2024 8/5/2024 Baylis Architects WA Marina Point Phase 2 255 2nd Street, , Kirkland, 98033, United States Apartment Building 5/3/2024 9/12/2024 L7 homes WA - 2104 8th Avenue N- Seattle, WA , , Seattle, 98109, United States Single House Project 5/9/2024 4/5/2023 Tiscareno Associates WA Redmond Central Building A 16502 Cleveland St., , Redmond, 98052, United States Apartment Building 5/30/2024 10/14/2024 Tim Jarsky WA - Jarsky Garage 11537 34th Ave NE, , Seattle, 98004, United States Single House Project 6/21/2024 1/7/2025 HHX LLC WA - Corner 18 House 8215 122nd Ave NE, , Kirkland, 98033, United States Single House Project 6/21/2024 7/1/2025 LMN Architects WA Port Angeles Waterfront 801 Second Avenue, Suite 501, , Seattle, 98104, United States Office Building 8/5/2024 5/14/2025 Carve Architects WA Grays Harbor Wastewater Treatment Office 3194 Ocean Beach Road, , Pacific Beach, 98571, United States Office Building 11/13/2024 12/18/2024 Axiom Construction WA - 1005 W Hazel Street 1005 West Hazel Street, , Mount Vernon, 98273, United States Single House Project 12/18/2024 1/6/2025 Rainier Building Supply WA - Kirkland WA Residential Project , , Kirkland, 98033, United States Single House Project 1/6/2025 3/11/2025 Architectural Metal Solutions XPO Slabtown 1988 Northwest Savier Street, , Portland, 97209, United States Warehouse/ Storage Commercial 3/11/2025 11/19/2025 conard romano architects WA - HPR , , Hunts Point, 98004, United States Office Building 3/26/2025 12/22/2025 Milbrandt Architects WA - Bradly Heights Apartments 2323 7th Street Southeast, , Puyallup, 98374, United States Apartment Building 5/15/2025 10/8/2025 ONOMA ARCHITECTURE WA - Fong Residence (Shoreline, WA)17227 14th Avenue Northwest, , Shoreline, 98177, United States Single House Project 6/23/2025 10/30/2025 Dovetail General Contractors WA - Traverse Medina WA 7409 Rambling Lane, , Medina, 98039, United States Single House Project 6/26/2025 8/13/2025 Board & Vellum WA - Waterford Condos (Waterford at The Lakes)1003 Lake Street South, , Kirkland, 98033, United States Multiple House Project 7/10/2025 8/13/2025 Board & Vellum WA - Waterford Condos (Waterford at The Lakes) Phase 2 1003 Lake Street South, , Kirkland, 98033, United States Multiple House Project 8/12/2025 11/11/2025 MRJ Constructors WA - Honda Auto Center, Bellevue 13291 Southeast 36th Street, , Bellevue, 98006, United States Shopping Center Or Store 9/22/2025 11/19/2025 Whitney Architecture WA - Dupont Guest Cottage 2471 109th Place Northeast, , Bellevue, 98004, United States Single House Project 10/16/2025 Subtotal Count 59 Wisconsin 10/5/2018 J.H. FINDORFF & SON INC.Exact Sciences - Madison WI 1600 North 6th Street, , Milwaukee, 53212, United States 6/13/2018 12/15/2021 J.H. FINDORFF & SON INC.WI -Exact Sciences – Nexus One Clinical Lab Expansion 1600 North 6th Street, , Milwaukee, 53212, United States Office Building 4/21/2021 6/15/2022 Plunkett Raysich Architects Wisconsin Rapids - Lincoln High School Addition & Renovation 209 South Water Street, , Milwaukee, 53204, United States Educational Building 6/23/2021 4/15/2022 J.H. FINDORFF & SON INC.WI - Exact Sciences Warehouse Expansion 1600 North 6th Street, , Milwaukee, 53212, United States Office Building 12/19/2021 9/20/2024 Plunkett Raysich Architects WI - Howards Grove Middle / High School Renovation & Additions , , Howards Grove, 53083, United States Educational Building 3/10/2023 10/11/2024 Horizon Retail Construction MI - PACSUN , , Troy, 48007, United States Shopping Center Or Store 4/1/2024 7/7/2025 Flad Architects - Madison WI WI-University Research Park AVRL Element Labs 5th Floor , , Madison, 53719, United States Educational Building 7/7/2025 Subtotal Count 7 Wyoming 10/20/2023 Copperleaf Custom Builders of Wyoming WY - Shiloh Home Lean-to Building 10901 Casper Mtn Rd, , Casper, 82601, United States Single House Project 10/31/2023 7/17/2024 Copperleaf Custom Builders of Wyoming WY - Shiloh Home 10901 Casper Wyoming 10901 Casper Mountain Rd, , Casper, 82601, United States Single House Project 6/3/2024 7/10/2025 Copperleaf Custom Builders of Wyoming WY - Legacy Dental 1771 Goodstein Drive, , Casper, 82601, United States Hospital And Health Building 12/2/2024 5/26/2026 Copperleaf Custom Builders of Wyoming WY - Shiloh Home 10901 Casper Wyoming Material Add 10901 Casper Mountain Rd, , Casper, 82601, United States Single House Project 5/26/2026 Subtotal Count 4 Total Count 1163 # INTERNAL USE – This information should not be shared outside of Etex unless authorized to do so / except with certain authorized external partners. Page 387 of 423 CITY OF BROOKLYN CENTER NOTICE OF PUBLIC HEARING Details for CITY OF BROOKLYN CENTER NOTICE OF PUBLIC HEARING Jun 25, 2026 CITY OF BROOKLYN CENTER NOTICE OF PUBLIC HEARING TO WHOM IT MAY CONCERN: Please take notice that the Planning Commission of the City of Brooklyn Center will hold an in-person public hearing on Thursday, July 9, 2026 at approximately 7:00 p.m. Meeting materials can be accessed by visiting the City of Brooklyn Center's website at:https://www.brooklyncentermn.gov/ . A definite time for this application to be considered cannot be given as it will depend on the progression of the agenda items. TYPE OF REQUEST(S): Site and Building Plan, Planned Unit Development Amendment APPLICANT -- PROPERTY OWNER: AWC Holdings LLC -- Economic Development Authority of Brooklyn Center PROPERTY ADDRESS -- PID: 6500 Camden Avenue North, Brooklyn Center, MN 55430 -- 36-119-21-13-0145 BRIEF STATEMENT OF CONTENTS OF PETITION: The Applicant is requesting review and consideration of a request to relocate from their existing location at 1601 Freeway Boulevard and construct a new, approximately 5,720-square foot restaurant, bar, and event facility with an outdoor patio. The Subject Property is currently owned by the City's Economic Development Authority and will require site and building plan approval as well as an amendment to the existing Planned Unit Development due to the proposed use and a request for flexibility (variance) to the minimum 40-foot rear setback fronting along Trunk Highway 252. Comments and questions may be forwarded to gmcintosh@brooklyncentermn.gov up until 4:30 pm on the day of the meeting, or by contacting Ginny McIntosh at (763) 569-3319. Your comments Save Share 7/8/26, 12:02 PM CITY OF BROOKLYN CENTER NOTICE OF PUBLIC HEARING | Notice Of Public Hearing | hometownsource.com https://www.hometownsource.com/classifieds/sun_post/community/announcements/legal/notice_of_public_hearing/city-of-brooklyn-center-notice-of-pu…1/2 Exhibit B Page 388 of 423 will be included in the record and addressed as part of the meeting. Alternatively, you may participate in the Planning Commission meeting via Webex at: logis.webex.com Meeting Number (Access Code): 2861 890 8735 Password: BCPC07092026 By Phone: 1 (312) 535-8110 (Enter Access Code) Auxiliary aids for persons with disabilities are available upon request at least 96 hours in advance. Please contact the City Clerk at (763) 569-3300 to make arrangements. Respectfully, Ginny McIntosh Interim Deputy Community Development Director and Planning Manager Published in the Sun Post June 25, 2026 1543539 7/8/26, 12:02 PM CITY OF BROOKLYN CENTER NOTICE OF PUBLIC HEARING | Notice Of Public Hearing | hometownsource.com https://www.hometownsource.com/classifieds/sun_post/community/announcements/legal/notice_of_public_hearing/city-of-brooklyn-center-notice-of-pu…2/2Page 389 of 423 M E M O R A N D U M DATE: July 7, 2026 TO: Ginny McIntosh, Interim Deputy Community Development Director & Planning Manager FROM: Touyia Lee, Assistant City Engineer SUBJECT: Public Works – Preliminary Site Plan 6500 Camden Ave N – Jambo Africa Public Works staff reviewed the following documents submitted for review for the proposed 6500 Camden Ave N development known as Jambo Africa. •2026-06-08 City Submittal This document included the following: o Preliminary Plans o Stormwater Report Subject to final staff Site Plan approval, the referenced plans must be revised in accordance with the following comments/revisions and approved prior to issuance of any permits. General Items 1.The total disturbed area is less than one acre, a NPDES permit is not required however a SWPPP plan shall still be implemented. The total disturbed area is less than five acres; the City of Brooklyn Center has reviewed the plans per the Shingle Creek Watershed Commission rules. From preliminary review the applicant has met watershed’s rule requirements. 2. The applicant shall be responsible for coordinating site development plans with all private utility companies (Xcel Energy, CenterPoint Energy, Qwest Communications, Comcast, etc.). Applicant shall be responsible for verifying all utilities are absent from the easement proposed to be vacated. 3.The City has reached out to Metro Transit and MnDOT for review and is awaiting a response. Applicant must meet requirements from those reviews, if any. 4. The owner or designer shall discuss any potential future building expansion with City staff to ensure potential conflicts can be avoided. Agreements 5.During construction of the site improvements, and until the permanent turf and plantings are established, the developer will be required to reimburse the City for the administration and engineering inspection efforts. Please submit a deposit of $5,000 that the City can draw upon on a monthly basis. 6.A Construction Management Plan and Agreement is required that addresses general construction activities and management provisions, traffic control provisions, emergency management provisions, storm water pollution prevention plan provisions, tree protection provisions, general public welfare and safety provisions, definition of responsibility provisions, temporary parking provisions, overall Exhibit C Page 390 of 423 site condition provisions and non-compliance provisions. A $5,000 deposit will be required as part of the non-compliance provision. 7.An overall Easement Agreement is required that will provide the City perpetual access to all private utilities and storm drainage areas to inspect and enforce proper utility service and maintenance for the entire site. This easement agreement also includes private inspection, maintenance, and reporting responsibilities. Easements to provide utility service to the development should be dedicated as necessary. 8. Upon project completion, the applicant must submit an as-built survey of the property, improvements and utility service lines and structures, and provide certified record drawings for any associated private and/or public improvements prior to issuance of the certificate of occupancy. The survey must also verify that all property corners have been established and are in place at completion of the project as determined and directed by the City Engineer. 9. Inspection for the private site improvements must be performed by the developer’s design/project engineer. Upon project completion, the design/project engineer must formally certify through a letter that the project was built in conformance with the approved plans and under the design/project engineer’s immediate and direct supervision. The engineer must be certified in the State of Minnesota and must certify all required as-built drawings (which are separate from the as-built survey). Anticipated Permitting 10. A City of Brooklyn Center land disturbance permit is required. 11. A Water and Sewer Permit is required. 12.Other permits not listed herein may be required. It is the responsibility of the applicant to obtain such permits as warranted. Prior to Issuance of Land Alteration 13. Copies of all required permits must be provided to the City. 14.Final construction plans and specifications must be submitted and approved by the City Engineer. The final construction plans must be certified by a licensed engineer in the state of Minnesota. 15.The Construction Management Plan and Agreement has been executed and the associated separate cash escrow has been deposited with the City. 16. A preconstruction conference is scheduled and held with City staff and other entities designated by the City. All aforementioned items, comments and recommendations are provided based on the information submitted by the applicant at the time of this review. Subsequent approval of the final plan may require additional modifications based on engineering requirements associated with final design as established by the City Engineer and other public officials having jurisdiction over approval of the final site plans. Page 391 of 423 City of Brooklyn Center | 6301 Shingle Creek Pkwy | Brooklyn Center, MN 55430-2199 | (763) 569-3330 | www.brooklyncenter.gov Community Development 763-569-3300 July 2, 2026 6500 Camden Ave N Jambo Africa Restaurant Building review comments for newly proposed Jambo Africa Restaurant to be located at 6500 Camden Avenue North. 1.Prior to a Building permit being issued. A SAC determination for the new building will need to be completed by the Metropolitan Council and SAC determination letter received. 2. Separate permits and signed plans required for Building, Mechanical, Plumbing & Electrical. A Fire Sprinkler and Fire Alarm permit with plans is required to be submitted to the Building Department for this building review. The Community Development department must be contacted on all proposed signage for this building. Permits are required for all exterior signage. 3. The building will be required to have a sprinkler system installed. City of Brooklyn Center Ordinance 3- 101 B. (2) as adopted by the Minnesota State Building code 1306 Special Fire Protection system 1306.0020 Subp. 2, Existing and New Buildings. 4. City of Brooklyn Center Water & Sewer permit is required for this project. City water and sewer connection fees for “Commercial” on “Less than 5 acres” have a city WAC/SAC cost of: $8,000 + water / sewer /storm connection fee of $200 and state surcharge of $4.10. 5.An access door from outside directly into the Fire Sprinkler Riser room is recommended. If there is no access from the outside of the building into the sprinkler riser room. A Post PIV, Wall PIV or OS & Y valve shall be provided per City Fire Inspector. 6.Fire Department connections shall be located on the street side of buildings or facing approved fire apparatus access roads and be fully visible and recognizable. Exhibit D Page 392 of 423 City of Brooklyn Center | 6301 Shingle Creek Pkwy | Brooklyn Center, MN 55430-2199 | (763) 569-3330 | www.brooklyncenter.gov 7.Where a portion of the facility of building hereafter constructed or moved into or within the jurisdiction is more than 300 feet from a hydrant on a fire apparatus access road, as measured by an approved route around the exterior of the facility or building, onsite fire hydrants and mains shall be provided where required by the fire code official. •Exception: for buildings equipped throughout with an approved automatic sprinkler system installed, the threshold for requiring on site fire hydrants and mains shall be increased to 400 feet. MNFC 507.5.1. (A Fire Hydrant shall be provided as both existing hydrants located in area are greater than 400 feet) 8. The stopping or parking of a vehicle within 20 feet of a fire hydrant shall be deemed an unlawful obstruction of such hydrant and subject to a citation per City Ordinance 5-309. 9.Connections to the City water supply for commercial/Industrial, Retail/Office & Multi-family buildings will require (2) two bacteria tests. 10. Parking located on the North side of the building is encroaching into fire apparatus access road per MNFC 503.1.1 and City of Brooklyn Center Deputy Fire Marshal. A minimum of 20 feet of unobstructed width is required per MNFC 503.2.1. Sincerely, Dan Grinsteinner Building Official City of Brooklyn Center 763-569-3313 Page 393 of 423 Council Regular Meeting DATE: 7/27/2026 TO: City Council FROM: Kory Andersen Wagner, Public Works Planner THROUGH: Kory Andersen Wagner, Public Works Planner BY: Kory Andersen Wagner, Public Works Planner SUBJECT: Lakeside Park Naturalization Project Requested Council Action: - Staff is seeking Council direction on the Lakeside Park Naturalization Project Background: The 2025 Park Capital Plan recommends native planting and investment in existing parks. Staff propose converting approximately 25,000 square feet of Lakeside Park to native prairie/savanna while retaining open turf and a 10-foot mowed buffer. In fall 2025, postcards were mailed to 239 nearby addresses, and 45 survey responses were received. Eighty percent supported restoration and 18 percent opposed it. Preferences were split between full prairie (42 percent) and a prairie/turf mix (40 percent). The Parks Commission unanimously supported continued work and recommended a prairie/turf mix to maximize support. The fall 2026 dormant seeding would include native grasses, sedges, wildflowers, and milkweed. Contracted maintenance would occur about four times per year during establishment. City staff would continue weekly mowing and trash pickup in the remaining turf, maintain the buffer, and use dormant mowing instead of prescribed burning. Because the project would noticeably change the park, staff is seeking Council direction before proceeding. Budget Issues: The project is expected to cost less than $15,000. Staff will confirm final pricing and funding before installation. No budget amendment is requested. Inclusive Community Engagement: Direct mail, a survey, and follow-up conversations informed the proposed prairie/turf mix and mowed buffer. Antiracist/Equity Policy Effect: Strategic Priorities and Values: ATTACHMENTS: 1. Lakeside Park July 2026 Page 394 of 423 Page 395 of 423 1 Kory Andersen Wagner Public Works Planner July 27th, 2026 Lakeside Park Project Page 396 of 423 Outline Project Overview •Proposed native landscape installation at Lakeside Park •Alignment with the City’s Park Capital Plan •Prior community support Maintenance Approach •Seasonal prairie maintenance •Weekly turf and 10-foot buffer mowing •Dormant mowing instead of prescribed burning Council Direction •Decision on whether to move the project forward 2 Page 397 of 423 2025 Park Capital Plan 3 Relevant key recommendation list: •Implement stormwater infrastructure within parks for flood mitigation •Implement native plantings •Maintain and invest in existing facilities Page 398 of 423 Lakeside Park 4 City Hall Page 399 of 423 Lakeside Park – During Park Capital Plan 5 Page 400 of 423 Lakeside Park – Fall 2025 Engagement 6 Engagement: •Postcards were sent to every resident within a ¼ mile of the park – 239 addresses •45 responses via postcard QR code survey •Some additional phone calls from residents asking for more information Results: •Survey results (n=45): Support for restoring Lakeside Park with native prairie & wildflowers •80% support restoration (36/45) •73% strongly support (33) | 7% somewhat support (3) •18% oppose (8) | 2% neutral/unsure (1) •Preferred restoration approach •42% prefer entirely naturalized prairie (19) •40% prefer a prairie + turf mix (18) •13% prefer all turf grass (6) •4% prefer mostly turf with small prairie areas (2) •Strong overall support, with preferences split between full prairie and a prairie/turf mix. Page 401 of 423 Lakeside Park – Fall 2025 Engagement 7 80% Support Strongly or Somewhat: Key themes from supportive comments: •Better use of an underused park space •Adds beauty, native habitat, and biodiversity •Support for walking paths, benches, and improved lighting •Interest in education about native prairie benefits •Opportunity to reduce mowing and chemical use •Desire to preserve some open turf for casual play Resident sentiment: •“Great idea… it would add a lot to the neighborhood.” Page 402 of 423 Lakeside Park – Fall 2025 Engagement 8 18% Oppose: Key themes from opposing comments: •Preference to keep the park as open turf •Concern about losing space for children, pets, and casual play •Worries about visibility, dumping, and long-term upkeep •Concerns about pests, mice, bees, and wildlife •Questions about the water-quality benefit •Desire to avoid repeating past issues with unmanaged prairie Resident sentiment: •“I prefer it stay as it is.” Page 403 of 423 9 Parks Commission Position •January 20th Commission Meeting •Commission members unanimously supported the City to work on the Lakeside Park Project •The Commission recommended a mix of prairie and turf to reflect the majority of support •Turf will be maintained for recreational uses, but transition a portion of the park into prairie and wildflowers Page 404 of 423 10 Preliminary Plan Convert 25,000 square feet into a native landscape that supports long-term ecological function, reduces traditional turf maintenance, and improves habits •Proposed Work •Establish a native prairie/savanna landscape adapted to existing site conditions •Use native grasses, sedges, and wildflowers selected for both sunny open areas and shaded areas under larger trees •Prepare the site through fall herbicide treatment, light tilling/ raking, seeding, and straw mulch stabilization •Complete the installation as a fall 2026 dormant seeding, which allows seed to overwinter and germinate naturally in spring •Expected Benefits •Long-term, ecologically appropriate landscape •Habitat for pollinators, songbirds, butterflies, and bees •Reduced need for irrigation, black dirt, or soil amendments under typical conditions •More distinctive and naturalized park appearance (1-4ft in height) Page 405 of 423 11 Maintenance Plan •Native Prairie Maintenance •Seasonal prairie maintenance would occur approximately 4 times per year during establishment •Given the park’s location, seasonal/dormant mowing would be used instead of prescribed burning •Maintenance includes monitoring, establishment mowing at approximately 4–6 inches, spot mowing, and targeted weed control •Turf & Edge Maintenance •Brooklyn Center staff would continue weekly mowing and trash pick-up of the remaining turf areas •Mowing occurs once a week during growing months •A 10-foot mowed buffer would be maintained around the prairie edges. This ensure good visibility along the park’s edge Page 406 of 423 12 Seed Mixture •Seed mix includes native grasses, sedges, and wildflowers selected for both sunny prairie areas and shaded savanna areas under trees •Grass mix includes species such as Sideoats Grama, Little Bluestem, Prairie Brome, Prairie Dropseed, Blue Grama, Bottlebrush Grass, sedges, and Wild Rye •Wildflower mix includes a diverse range of native blooming species, including Purple Prairie Clover, Wild Lupine, Prairie Onion, Coneflowers, Blazing Star, Wild Bergamot, Bee Balm, Goldenrods, Asters, Black-eyed Susan, Hyssop, and Columbine •The mix includes three milkweed species that support monarch butterflies: •Common Milkweed •Butterfly Milkweed •Whorled Milkweed •An oats cover crop would be used during establishment to reduce erosion while the native planting germinates Page 407 of 423 13 Council Request •Staff is seeking City Council direction on whether to proceed with the proposed Lakeside Park native landscape installation •The project is consistent with the City’s 2025 Park Capital Plan and reflects community feedback, with approximately 80% support for native prairie restoration at Lakeside Park •However, the project also represents a significant change in the park’s appearance. Because of this, staff wants City Council to weigh in •Does the City Council wish to move forward with converting a portion of Lakeside Park from turf to native prairie/savanna planting? Page 408 of 423 Open Discussion 14 Page 409 of 423 15 Next Steps •If Council supports moving forward: •Staff will confirm final scope, pricing, seed mix, and funding source. (Expect to be less than $15k) •Finalize the maintenance plan •Coordinate installation timing with the contractor •Notify nearby residents and park users about the project, establishment period, and maintenance approach •Monitor the planting during establishment •If Council does not support moving forward: •Continue maintaining the area as turf under current park operations Page 410 of 423 16 Page 411 of 423 17 Page 412 of 423 Council Regular Meeting DATE: 7/27/2026 TO: City Council FROM: THROUGH: Daren Nyquist, Interim City Manager BY: Jason Aarsvold, Ehlers SUBJECT: Resolution Approving an Amendment to the Fund Balance and Classification Policy Requested Council Action: - Motion to Approve the Resolution Approving an Amendment to the Fund Balance and Classification Policy Background: On May 11, 2026, the City Council reviewed the 2026 Financial Management Plan (FMP), which included recommendations related to the fund balance requirements for the General Fund. Consistent with those recommendations, the proposed amendment to the Fund Balance and Classification Policy (Policy) would reduce the unassigned fund balance target for the General Fund from 50%–52% to 40%–50% of next year’s operating budget, with a goal of maintaining 45%. The amendment also reflects best practices and the position of the Government Finance Officers Association (GFOA) and the Office of the State Auditor (OSA), respectively, regarding appropriate fund balance levels. The amendment also updates provisions governing associated transfers to the Capital Improvements Fund. The FMP also reviewed the purpose and potential future use of the Capital Reserve Emergency Fund as part of a broader evaluation of fund balance policies. As part of the budget development process, the City will continue to explore options for the fund, including replenishment or combination with the General Fund. The current Policy amendment does not modify Capital Reserve Emergency Fund requirements. Staff recommend that the City Council approve the proposed Policy amendment and direct staff to further evaluate options for the Capital Reserve Emergency Fund. Budget Issues: The Policy amendment updates fund balance targets and related provisions to support sound financial management and long-term financial planning. It allows the City to adjust revenue requirements for General Fund activities and expenditures. Page 413 of 423 Inclusive Community Engagement: None, the action will be administrative in effect. Antiracist/Equity Policy Effect: None, the action will be administrative in effect. Strategic Priorities and Values: ATTACHMENTS: 1. Exhibit A - Fund Balance and Classification Policy 2. Fund Balance Resolution Page 414 of 423 CITY OF BROOKLYN CENTER Finance Policies Manual FUND BALANCE AND CLASSIFICATION POLICY (City Council Code of Policies Section 2.23) PURPOSE: The Government Finance Officers Association’s (GFOA’s) guiding principle for classifying the various components of fund balance is to indicate the extent to which the government is bound to honor constraints on the specific purposes for which amounts in the fund can be spent. GOVERNMENTAL FUNDS Governmental Accounting Standards Board (GASB) Statement No. 54, Fund Balance Reporting and Governmental Fund Type Definitions provide categories and terminology used to describe the components of fund balance in the governmental funds (but it does not apply to the proprietary or fiduciary funds). The City’s governmental funds include; General Fund, Special Revenue Funds, Debt Service Funds and Capital Projects Funds. Definitions (as they apply to Governmental Funds under GASB 54): Fund balance – the difference between assets and liabilities reported in a governmental fund. Non-spendable fund balance – amounts that are not in a spendable form (e.g., prepaid items and inventories of supplies). Resources that must be maintained intact pursuant to legal or contractual requirements are also considered non-spendable. Restricted fund balance – amounts subject to externally enforceable legal restrictions (creditors, grantors, contributors, and by law through constitutional provisions or enabling regulations). Unrestricted fund balance – the total of committed fund balance, assigned fund balance, and unassigned fund balance, as described below. Committed fund balance – amounts that can be used only for the specific purposes determined by a formal action of the government’s highest level of decision-making authority (City Council). Commitments may be changed or lifted only by the City Council taking the same formal action that imposed the constraint originally. The City Council must take action on these commitments before year end. Assigned fund balance – amounts a government intends to use for a specific purpose; intent can be expressed by the government body or by an official or body to which the governing body delegates the authority. The City Council authorizes the City Manager or the City Manager’s designee to assign fund balance that reflects the City’s intended use of those funds for the purposes or reporting the City’s financial position. Unassigned fund balance – amounts that are available for any purpose in the general fund. Only the general fund can report a positive amount of unassigned fund balance. Prioritization of fund balance use – when both restricted and unrestricted resources are available for use, it is the City’s policy to first use restricted resources and then use unrestricted resources as they are needed, unless otherwise required by the restricting authority. When unrestricted resources are available for use, it is the City’s policy to use resources in the following order: 1) committed 2) assigned 3) unassigned. A. General Fund The General Fund is established to account for all revenues and expenditures which are not required to be accounted for in other funds. Revenue sources include property taxes, license and permit fees, fines and forfeits, program revenues, intergovernmental revenues, investment interest earnings, and transfers. The Exhibit A Page 415 of 423 CITY OF BROOKLYN CENTER Finance Policies Manual General Fund’s resources finance a wide range of functions including the operations of general government, public safety, and public works. The City shall manage its cash flow needs by having a target unassigned General Fund balance at the close of each fiscal year of 50 to 52% 40% to 50% of the next year’s General Fund operating budget. To account for potential changes in financial priorities, unanticipated expenditures and fluctuation in various funding sources, the City will strive to maintain 45% of the next year’s General Fund operating budget in unassigned fund balance. Unassigned General Fund monies that are not required for cash flow purposes may be transferred into other funds as may be appropriate or needed during the fiscal year. It is specifically anticipated that transfers will be made to the Street Reconstruction Fund, Capital Improvements Fund, and the Technology Fund when operating results generate a surplus of actual revenues over actual expenditures to serve as a recurring source of funding for those three funds. B. Special Revenue Funds Special revenue funds are used to account for and report the proceeds of specific revenue sources that are restricted or committed to expenditures for specified purposes other than debt service or capital projects. Governmental accounting standards require that substantial inflows of revenues into a special revenue fund be either restricted or committed in order for the fund to be considered a special revenue fund. 1. Housing and Redevelopment Authority (HRA) Fund This fund was established to account for housing and redevelopment projects within the City of Brooklyn Center. The HRA has the authority to levy an ad-valorem property tax levy, which is the primary funding source for the Economic Development Authority.. 2. Economic Development Authority (EDA) Fund This fund was established to account for the development related activities in the City of Brooklyn Center. The EDA generates the funding to accomplish the development projects from grants, HRA property tax levy, or from transfers from other funds of the City. 3. Community Development Block Grant (CDBG) Fund This fund was established to account for the collection of CDBG grant funding for related projects within the City 4. Police Forfeitures Fund This fund was established to account for the proceeds from property seized by Police Department personnel. A. The City receives property and money through law enforcement seizures under Federal Law 21USCS Section 881(e) and Minnesota Statutes, Sections 609.531-609.5317. 169A.63. B. The City will use proceeds from these seizures as defined in State law and Department of Justice guidelines. Forfeited property and cash will be used: a. Only for law enforcement purposes, or; b. Only as a supplement to budgeted funds, or; c. Not as a source to supplant ordinary operating expenses. Page 416 of 423 CITY OF BROOKLYN CENTER Finance Policies Manual C. The City will establish procedures to ensure the safekeeping of forfeited property and funds until such time as they are used for approved purposes. 5. Tax Increment Funds These funds were established to account for the collection of tax increment generated revenues for parcels within the districts. These funds are used to finance the various redevelopment activities with the Districts. 6. City Initiatives Grant fund Revenues and expenditures from grants or donations received from outside (federal, state, local) entities are accounted for in the fund. C. Debt Service Funds Debt service fund balances are considered restricted; they are resources that are being accumulated for payments of principal and interest maturing in current and future years. D. Capital Project Funds Capital project funds are used to account for and report financial resources that are restricted, committed, or assigned to expenditure for capital outlays, including the acquisition or construction of capital facilities and other capital assets. Subledger codes are used to differentiate spending on multiple projects within individual capital project funds. Capital improvements should be included in the City’s 15 year Capital Improvement Plan which is annually adopted by City Council in conjunction with the budget process. Role of the Financial Commission – If a review of an expenditure is requested by the City Council from the Financial Commission, the Financial Commission will respond on the basis of the following questions: • Does the expenditure comply with the Fund Balance and Classification Policy? • Is the expenditure appropriate considering the financial conditions of the City? 1. Capital Improvements Fund Large capital expenditures for municipal buildings, park and trail improvements, and capital projects made possible through outside funding sources, and park improvements are accounted for in the capital improvements fund. a. Funding Sources: 1) Each year, following the completion of the annual audit (typically July) the year-end fund balance of the General Fund will be reviewed for surplus operating funds. The audited year- end General Fund unassigned fund balance that exceeds 5250% of the next year’s General Fund operating budget will be transferred to the Capital Improvements fund. 2) Each year, following the completion of the annual audit (typically July) the year-end cash balance of the Brooklyn Center Liquor operations will be reviewed for surplus operating funds. The audited year-end Liquor Fund unrestricted cash balance that exceeds three and a half months of the next year’s budgeted operating expenses and one year of budgeted capital equipment needs will be transferred to the Capital Improvements fund. 3) On an annual basis, the City will receipt the greater of $650,000 (or the full amount if less than $650,000) of Local Government Aid (LGA) received or 50 percent of total LGA. 4) Project cost sharing grants from County, State or Federal government as applicable Page 417 of 423 CITY OF BROOKLYN CENTER Finance Policies Manual 5) Tax increment funds as applicable 6) Allocated investment earnings based on the fund’s cash balance Any remaining fund balance at year-end in the Capital Improvements Fund will be carried forward to fund future capital improvement projects as identified in the City’s Capital Improvement Plan. b. Use of Funds: 1) The capital improvements fund may be used, pursuant to this policy, for expenditures on capital equipment, infrastructure improvements and construction, and similar projects having an aggregate value in excess of $50,000. The types of expenditures contemplated by this policy include projects such as: a. building construction, repair, reconstruction, and remodeling, including component systems for heating, ventilation, and air conditioning b. equipment and furnishings, including furniture, lights, and communications cabling c. park landscaping, shelter, and improvements d. computer, radio, and telephone systems e. city contribution portion of cost-share or grant-funded infrastructure projects 2) The expenditures from the capital improvements fund are to be used for general governmental capital needs and not for enterprise fund capital needs, except as the general governmental portion of a joint project for both general and enterprise purposes. 3) Additionally, the capital improvements fund may be used to provide loans to other funds maintained by the City in accordance with the City’s special assessment and internal loan interest rate policy. c. Expenditures meeting the above criteria may be funded through the capital improvements fund based on the following authority limits: 1) Expenditures from $0 to $50,000: Not eligible for funding from the capital improvements fund. Funding is required through the general fund operating budget. 2) Expenditures from $50,001 to $300,000: The City Council may, through simple majority, approve these expenditures. 3) Expenditures over $300,001: Following a public hearing, the City Council may, through a 4/5ths majority, approve expenditures in this category. d. Insurance Items 1) Expenditures for repair or replacement of items funded by insurance proceeds may be authorized by the Finance Director. 2. Municipal State Aid Construction Fund Page 418 of 423 CITY OF BROOKLYN CENTER Finance Policies Manual In 1957 the Minnesota legislature authorized the establishment of a Municipal State Aid Streets system in all Minnesota cities with a population of 5,000 or greater not to exceed 20 percent of a city’s improved local mileage. The City receives an annual allocation of State Aid for streets in two pieces: a. Annual Maintenance Allocation – may be spent on crack sealing, seal coating, signs and striping on streets within the designated MSA system. b. Annual Construction Allocation – these funds are tied to specific projects that are approved by MNDOT which are then reimbursed over time via an annual allocation. Depending on need and availability of reimbursement funds, the construction funding can lag several years behind the completion of eligible projects in this fund. 3. Capital Reserve Emergency Fund While the City carries property and casualty insurance, the City may need additional funds beyond insurance proceeds in the event of natural or other disaster impacting its buildings and their contents, as well as other improvements to real property. Also, unanticipated failure of buildings or improvements to buildings may require immediate expenditure of funds for repair or replacement that are not covered by insurance. The funds placed in the Capital Expenditure Reserve Fund are not to be considered a source for planned or recurring capital needs, but only to deal with emergency needs as described due to damage, loss, or failure of existing buildings and other improvements to real property. a. Use of Funds Funds may be expended from the Capital Expenditure Reserve Fund for the repair or replacement of buildings or other improvements to real property and their contents where the repair or replacement is necessitated by damage to such buildings or other improvements to real property and their contents due to: 1) Natural disaster such as a tornado, storm, flood, earthquake, or fire 2) Fire, vandalism, terrorism, explosion, building or component collapse b. Authority to Spend Expenditures meeting the criteria for the use of funds may be funded through the Capital Expenditure Reserve Fund upon Resolution of the City Council finding that the criteria for expenditure have been met and that the use of funds would not otherwise be covered by insurance proceeds, except that the City Council may authorize the use of Capital Expenditure Reserve Funds in anticipation of the receipt of insurance proceeds providing that such funds used in anticipation of insurance proceeds are repaid to the Capital Expenditure Reserve Fund from such insurance proceeds. c. Fund Balance The Capital Expenditure Reserve Fund shall be established at $1,000,000. Such fund balance shall increase each year by the interest earned on the fund balance. In the event that the fund would drop below $1,000,000, the City Manager shall prepare a plan for restoring the balance to $1,000,000. The fund balance target should reflect an analysis of the City’s uninsured exposure to the losses identified in this policy. Such plan, as well as whether the balance should be made higher or lower, shall be reviewed by the Financial Commission and City Council. The plan adopted by the City Council shall be included in the budgetary process if the fund’s balance is not restored by transfer of existing funds from another fund, such as the Capital Improvement Fund. 4. Special Assessments Construction Page 419 of 423 CITY OF BROOKLYN CENTER Finance Policies Manual The Special Assessments Construction Fund accounts for the resources and expenditures required for the acquisition and construction of infrastructure improvements that are financed wholly or in part by special assessments levied against benefitted properties. Only those expenses that will be reimbursed via special assessment revenues or paid for from bond proceeds of which the underlying bonds will be repaid solely from special assessments qualify for reporting in the Special Assessments Construction Fund. a. The infrastructure construction fund may be used, pursuant to this policy, for expenditures on infrastructure improvements and similar projects having an aggregate value in excess of $50,000. The types of expenditures contemplated by this policy include projects such as: 1) Street repair, replacement, and construction 2) Bridge rehabilitation and construction 3) Water, sanitary sewer, storm drainage, and street light utility improvements c. Expenditures meeting the above criteria may be funded through the Infrastructure Construction fund based on the following authority limits: 1) Expenditures from $0 to $50,000: Not eligible for funding from the Infrastructure Construction fund. Funding is required through the general fund operating budget. 2) Expenditures from $50,001 to $300,000: The City Council may, through simple majority, approve these expenditures. 3) Expenditures over $300,001: Following a public hearing, the City Council may, through a 4/5ths majority, approve expenditures in this category. 5. Street Reconstruction Fund This fund was established to provide funds and to account for the expenditure of such funds, for major street infrastructure improvements. The accumulation of funds to provide for such improvements is an attempt to reduce future debt issuance. a. Sources of Funds 1) Franchise fees collected from CenterPoint Energy and Xcel Energy 2) Bond proceeds to be repaid with property tax levies b. Uses of Funds Street reconstruction projects performed in accordance with the City’s 15 year CIP plan, specifically neighborhood reconstruction projects as well as mill and overlay projects as necessary. 6. Technology Fund The Technology Fund accounts for new technology improvements and the replacement of existing technology and capital items necessary to increase productivity and operating efficiencies. The majority of expenditures in this fund relate to technology infrastructure maintenance and expansion such as servers, switches, wireless access points, surveillance and audio visual technology. Minor technology purchases such as desktop and laptop replacements, monitors, etc. are not permitted in this fund; rather they are coded to the fund and department that utilizes them. 7. Additional Capital Project Funds Page 420 of 423 CITY OF BROOKLYN CENTER Finance Policies Manual New capital project funds will be created as necessary for projects that warrant separate presentation due to their scope or complexity of funding sources. E. Enterprise Funds Enterprise Funds are those programs provided by the City which generate their own revenues for operations and capital maintenance. In some cases these funds are expected to generate enough revenue to support capital projects in other funds, thereby reducing the need for use of the property tax levy. The City of Brooklyn Center operates three Enterprise Funds: • Brooklyn Center Liquor • Centerbrook Golf Course • Earle Brown Heritage Center Capital improvement projects in these enterprise funds that exceed a total anticipated cost of $25,000 should be included in a Capital Improvement Plan which is annually adopted by City Council in conjunction with the budget process. F. Public Utility Funds The Public Utility Funds track the revenues and expenditures for fee based public utility services provided by the City. These funds operate on their own ability to generate revenues and receive no property tax support. Each year the City Council reviews the operations of these funds and sets rates for each service based on the needs for general operations, capital spending and debt service payments. The public utilities include: • Water Utility Fund • Sanitary Sewer Fund • Storm Sewer Fund • Streetlight Utility Fund • Recycling Utility Fund 1. Capital improvement projects in these Public Utility funds that exceed a total anticipated cost of $50,000 should be included in the City’s 15-year Capital Improvement Plan which is annually adopted by City Council in conjunction with the budget process. a. Capital Expenditures may be funded through the Public Utility Funds based on the following authority limits: 1) Expenditures from $50,001 to $300,000: The City Council may, through simple majority, approve these expenditures. 2) Expenditures over $300,001: Following a public hearing, the City Council may, through a 4/5ths majority, approve expenditures in this category. 3) Emergency spending is addressed in the City’s purchasing policy and those situations may be exempt from this requirement. G. Internal Service Funds Internal Service funds exist to centralize certain services and then allocate the cost of those services within the government. The City of Brooklyn Center internal services funds include: Page 421 of 423 CITY OF BROOKLYN CENTER Finance Policies Manual 1. Central Garage The Central Garage is used to fund replacement, maintenance, fueling, and insurance of the City’s fleet of vehicles through inter-fund charges to departments. Vehicle replacement costs are updated each year to ensure replacement costs being charged to departments are sufficient to purchase a new vehicle when the useful life has been reached. Replacement equipment and new equipment should be identified and approved by council during the budget process. If new or replacement equipment is needed unexpectedly subsequent to the budget process for that year, the items should be presented to and approved by council prior to purchase. 2. Employee Retirement Benefit This fund accounts for certain health care insurance benefits for City employees who retire before age 65. Substantially all of the City’s full-time police and fire employees and all other full-time employees hired before July 1, 1989 may be eligible for those benefits from the time they qualify for an unreduced PERA pension, until they reach age 65 or become eligible for Medicare. In the event that future costs would exceed earnings, other funds would be charged for the costs associated with their employees. 3. Employee Compensated Absences This fund accounts for payment of unused vacation and vested sick leave benefits, and the allocation of such costs to the respective departments and funds of the City. 4. Pension – GERF and Pension - PEPFF These funds were established to account for the net pension liability and related expense recorded with the adoption of GASB 68 related to the PERA Coordinated plan (GERF) and the PERA Police and Fire plan (PEPFF), respectively and the allocation of such costs to the respective departments and funds of the City. Reference: City Council Resolution No. 2017-186; 2017-163; 2017-137; 2007-56; 2006-46; 97-84; City Council Minutes 1/10/94 Page 422 of 423 Member introduced the following resolution and moved its adoption: RESOLUTION NO. 2026-_____ A RESOLUTION APPROVING AN AMENDMENT TO THE FUND BALANCE AND CLASSIFICATION POLICY WHEREAS, the City of Brooklyn Center, Minnesota (the “City”) desires to maintain a strong financial position and sound financial management practices; and WHEREAS, the Government Finance Officers Association (GFOA) and the Office of the State Auditor (OSA) provide guidance supporting the maintenance of adequate fund balances by local governments to promote financial stability and manage fiscal risks; and WHEREAS, from time to time, the City Council reviews and amends its Fund Balance and Classification Policy (the “Policy”) to reflect best practices and support the financial position of the City; and WHEREAS, the City Council reviewed the 2026 Financial Management Plan on May 11, 2026, which included recommendations related to the Policy. NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Brooklyn Center, Minnesota, that the Fund Balance and Classification Policy attached hereto as Exhibit A is hereby approved. _______________________________________ _______________________________________ Date Mayor ATTEST: ________________________________ City Clerk The motion for the adoption of the foregoing resolution was duly seconded by member and upon vote being taken thereon, the following voted in favor thereof: and the following voted against the same: whereupon said resolution was declared duly passed and adopted. Page 423 of 423