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HomeMy WebLinkAbout2023-11-01 Regular Council Meeting Packet (Public)1 COTTAGE GROVE CITY COUNCIL November 1, 2023 12800 RAVINE PARKWAY SOUTH COTTAGE GROVE, MINNESOTA 55016 COUNCIL CHAMBER- 7:00 PM 1 Call to Order 2 Pledge of Allegiance 3 Roll Call 4 Open Forum 5 Adoption of Agenda 6 Presentations A Mayor for the Day Staff Recommendation: Appoint Mia Nemshick as acting Mayor for the day on November 1, 2023. B Cottage Grove Holiday Events Staff Recommendation: Receive the presentation outlining the upcoming holiday events within the community. 7 Consent Agenda A Regular Meeting Minutes - October 4, 2023 Staff Recommendation: Approve the October 4, 2023, Regular Meeting Minutes. B Special Meeting Minutes - October 18, 2023 Staff Recommendation: Approve the October 18, 2023, Special Meeting Minutes. C Regular Meeting Minutes - October 18, 2023 Staff Recommendation: Approve the October 18, 2023, Regular Meeting Minutes. D Advisory Committee on Historic Preservation Minutes Staff Recommendation: Accept and place on file the minutes of the Advisory Committee on Historic Preservation from March 14, 2023; April 11, 2023; and August 8, 2023. E Planning Commission Minutes - July 24, 2023 Staff Recommendation: Accept and place on file the minutes of the July 24, 2023, Planning Commission meeting. F Approval of Rental Licenses Staff Recommendation: Approve the issuance of rental licenses to the properties in the attached table. G Accept Donations for 3rd Quarter 2023 Staff Recommendation: Adopt Resolution 2023-137, accepting donations received in the 3rd Quarter 2023 H Sale of Surplus Property Staff Recommendation: Authorize Public Works to advertise and sell surplus property on Municibid. 2 I F150 Lease Agreement with MN Department of Administration Staff Recommendation: Approve the lease agreement for the F150 with MN Department of Administration- Fleet Services for 5 years, 85,000 miles at an estimated rate of $10,216.44 per year. J Glacial Valley Park Building - Change Order #1 Staff Recommendation: Approve Glacial Valley Park change order #1 in the amount of $42,434.61. K Marathon Community Investment Grant Acceptance Staff Recommendation: Accept and approve the Marathon Community Investment Grant in the amount of $5,000.00. L Boundary Adjustment – 7560 Harkness Avenue & 7675 Hardwood Avenue Staff Recommendation: Adopt Resolution 2023-138 approving the boundary adjustment between 7560 Harkness Avenue South and 7675 Hardwood Avenue South. M Washington County CIP 2024-2028 Response Letter Staff Recommendation: Receive the Washington County Draft 2024-2028 Capital Improvements Plan response letter. 8 Approve Disbursements A Approve Disbursements 9 Public Hearings 10 Bid Awards 11 Regular Agenda 12 Council Comments and Requests 13 Workshops - Open to Public A Fire Chief Candidate Interviews - St. Croix Room Staff Recommendation: Conduct the Fire Chief Candidate Interviews - This Agenda item will be conducted in the St. Croix Room. 14 Workshops - Closed to Public 15 Adjournment 1 City Council Action Request 6.A. Meeting Date 11/1/2023 Department Administration Agenda Category Action Item Title Mayor for the Day Staff Recommendation Appoint Mia Nemshick as acting Mayor for the day on November 1, 2023. Budget Implication N/A Attachments 1. Mia Nemshick - Mayor for a Day essay 1 City Council Action Request 6.B. Meeting Date 11/1/2023 Department Administration Agenda Category Action Item Title Cottage Grove Holiday Events Staff Recommendation Receive the presentation outlining the upcoming holiday events within the community. Budget Implication N/A Attachments None 1 City Council Action Request 7.A. Meeting Date 11/1/2023 Department Administration Agenda Category Action Item Title Regular Meeting Minutes - October 4, 2023 Staff Recommendation Approve the October 4, 2023, Regular Meeting Minutes. Budget Implication N/A Attachments 1. 2023-10-04 City Council Meeting CITY OF COTTAGE GROVE  12800 Ravine Parkway  Cottage Grove, Minnesota 55016 www.cottagegrovemn.gov  651-458-2800  Fax 651-458-2897  Equal Opportunity Employer MINUTES COTTAGE GROVE CITY COUNCIL October 4, 2023 COUNCIL CHAMBER 12800 RAVINE PARKWAY SOUTH REGULAR MEETING - 7:00 P.M COUNCIL CHAMBER 1. CALL TO ORDER The City Council of the City of Cottage Grove, Washington County, Minnesota, held a regular meeting on October 4, 2023, at Cottage Grove City Hall, 12800 Ravine Parkway. Mayor Bailey called the meeting to order at 7:00 p.m. 2. PLEDGE OF ALLEGIANCE The audience, staff, and City Council Members stood and recited the Pledge of Allegiance. 3. ROLL CALL City Clerk Tammy Anderson called the roll: Mayor Bailey - Here; Council Member Dennis - Here; Council Member Khambata - Here; Council Member Olsen - Here; Council Member Thiede - Here. Also present: Jennifer Levitt, City Administrator; Amanda Johnson, Assistant City Attorney-LeVander, Gillen & Miller, PA; Tammy Anderson, City Clerk; Ryan Burfeind, Public Works Director; Gretchen Carlson, Economic Development Director; Pete Koerner, Public Safety Director; Brenda Malinowski, Finance Director; Emily Schmitz, Community Development Director. 4. OPEN FORUM Mayor Bailey opened the Open Forum. As no one wished to address the Council, Mayor Bailey closed the Open Forum. 5. ADOPTION OF AGENDA Council Member Dennis made a motion to approve the agenda; second by Council Member Thiede. Motion carried: 5-0. 6. PRESENTATIONS City Council Meeting Minutes October 4, 2023 Page 2 A. Proclamation Honoring Hispanic Heritage Month Staff Recommendation: Proclaim September 15 through October 15, 2023 Hispanic Heritage Month. Mayor Bailey asked Council Member Olsen to read aloud the proclamation. Council Member Olsen stated it was his honor and privilege to read this proclamation, after which Pete Koerner, Public Safety Director, will step to the podium, along with Rigo Aguirre, the National Latino Police Officers Association (NLPOA) representative in Cottage Grove. Council Member Olsen then read aloud the Hispanic Heritage Month Proclamation. Motion by Council Member Olsen to proclaim September 15 through October 15, 2023 Hispanic Heritage Month; second by Council Member Khambata. Motion carried: 5-0. B. Recognition of Rio Aguirre - National Latino Police Officers Association’s 2023 Lifetime Award Staff Recommendation: Recognize Commander Rigo Aguirre’s accomplishment of the NLPOA Lifetime Award. Director Koerner and Officer Rio Aguirre stepped to the podium, and Mayor Bailey asked the Council Members to join him in front of the dais. Director Koerner stated as we prepared the proclamation for this Council Meeting, one person really resonated with him, whom we will recognize tonight, St. Paul Police Commander Rigo Aguirre. Rigo was recently presented with the National Latino Police Officers’ Association 2023 Lifetime Award at the National Conference in Orlando, Florida. Director Koerner spoke about Rigo: In his 20 years in law enforcement, Commander Aguirre has had numerous assignments, which Director Koerner detailed. He's held several positions with the NLPOA; he’s currently the president of the Minnesota Chapter and is also on their Executive Board of Directors. The lifetime award is presented to someone who has shown great commitment to the mission and goals of the NLPOA and to the organization; Rigo has achieved that and more, as he’s given thousands of volunteer hours of his personal time, and consistently gives his energy to the improvement of the organization. He supports, promotes, and contributes to the growth and success of the Minnesota Latino community. Director Koerner stated some people might wonder why he’s recognizing a St. Paul Police Commander; he has many professional praises, but he wanted to honor Rigo tonight because he’s a family man who resides in Cottage Grove. He moved from St. Paul to Cottage Grove in 2004, and that says a lot about our community; there are many officers who want to live here because it’s a safe community. Rigo has also become a good friend to many of us here at the Cottage Grove Police Department. Director Koerner noted Rigo came to the Washington County Chiefs of Police Association and invited agencies to get involved in the NLPOA; so, he joined the association and it’s been nothing but a pleasure to be a member of the NLPOA. Since joining, he and Community Engagement Officer Schoen attended some of their events; Director Koerner appreciated that Cottage Grove was recognized as one of the City Council Meeting Minutes October 4, 2023 Page 3 departments that help contribute. A Woodbury member hosted their business meeting at the HERO Center, so, members from all over the metro saw the HERO Center and did some tours. Our Lions Club recently made a donation for a scholarship, so we’re slowly bringing different organizations together. Last week, Rigo and Carlos were at our HERO Center Open House, had a table there, and were engaging with residents. Director Koerner stated as the Chief, it makes him proud that so many East Metro police officers choose to live in Cottage Grove and raise their families here; they know we’re a great, safe community, and that says a lot. We’ll be presenting Rigo Aguirre with an Outstanding Citizen Achievement Award; prior to doing that, he invited Rigo to say a few words. Commander Aguirre thanked Director Koerner and the Council Members for this great honor. He appreciated the award of recognition, not only for himself but for the association. The NLPOA has been around for over 50 years nationally, 20 years here in Minnesota, and it’s all about the partnership. Building this partnership with Cottage Grove has given us so much; being able to bring Cottage Grove into the NLPOA, to go to all these events, and be showcased on a national level is the key to these partnerships. He looks at Cottage Grove as a great place to live, many officers do, as this is a very safe place to live. You may have more officers living in Cottage Grove than anywhere else, including members of his family who are in law enforcement. Cottage Grove has somewhere around 4-to-5% Latino population, but that doesn’t give the whole picture; you know how fast Cottage Grove is growing, you know all the development that’s taking place, so if you look around, we’ve probably doubled the Latino population. That’s also the community that we have to reach out to, not just what’s on paper, what the census says, but also everybody who’s coming through Cottage Grove, who uses Cottage Grove for business and pleasure. This is a great partnership. He appreciates being here, and he hopes we’re going to continue to partner up with Director Koerner, the Police Department, and with the City to do bigger and greater things. He can’t say enough about Cottage Grove and again said thank you for this great honor. Everyone applauded. Mayor Bailey read aloud the Outstanding Citizen Achievement Award, which was signed by Public Safety Director Pete Koerner, but stated he, the Council Members, and the City staff are proud to have him residing here in Cottage Grove. Mayor Bailey stated they’re very appreciative of all the work he’s done and the support within the community as well as the City of St. Paul. He thanked Rigo Aguirre for his service, and presented him with the award. Everyone applauded, photos were taken, and the Council Members congratulated Rigo. Mayor Bailey thanked Director Koerner for recognizing this opportunity and creating and promoting diversity in our community, City staff, and our Public Safety Department. As noted earlier, the demographics of our community are changing and changing for the better. He again thanked Rigo Aguirre for making Cottage Grove his home. C. Fire Prevention Week Proclamation and Fire Department Open House Overview City Council Meeting Minutes October 4, 2023 Page 4 Staff Recommendation: Proclaim the week of October 8 to 14, 2023, as Fire Prevention Week and receive a brief presentation about the Fire Department Open House. Director Koerner stated we have a Fire Department open house every year, and it will be on Thursday, October 12, from 5:00 p.m. to 8:00 p.m. at the Central Fire Station. There will be demonstrations on kitchen safety by Steve Zaccard and Mike Dandl, kids will be able to operate the nozzle, and the ladder truck will be there. There will also be EMS demonstrations including CPR and Stop the Bleed. You also get to check out all of our fire trucks, which is especially exciting for kids. There will be more information on social media about this event. Mayor Bailey asked Council Member Dennis to read the Fire Prevention Week Proclamation. Council Member Dennis stated it’s his privilege to do so, and read aloud the proclamation; the Fire Prevention Week theme is “Cooking Safety Starts with You, Pay Attention to Fire Prevention,” effectively serves to remind us to stay alert and use caution when cooking to reduce the risk of kitchen fires. Motion by Council Member Dennis to proclaim the week of October 8 to 14, 2023, as Fire Prevention Week; second by Council Member Thiede. Motion carried: 5-0. 7. CONSENT AGENDA A. Approve the September 6, 2023 City Council Special Meeting Minutes. B. Approve the September 6, 2023 City Council Regular Meeting Minutes. C. Approve the Off-Sale Liquor application for Bill’s Liquor, LLC, located at 7155 Jorgensen Lane South, #150, Cottage Grove, Minnesota. D. Approve the Tobacco application for Bill’s Liquor, LLC, located at 7155 Jorgensen Lane South, #150, Cottage Grove, Minnesota. E. Approve the Joint Powers Agreement with Washington County for elections administration. F. Approve the issuance of rental licenses to the properties listed in the attached table. G. Authorize the Fire Department to apply to the Firehouse Subs Public Safety Foundation for a grant up to $35,000.00. H. Approve the appointment of Brad Petersen to the position of Deputy Director of Public Safety - Police Captain, effective January 1, 2024. I. Approve the Community Project Funding Grant Agreement B-22-CP-MN- 0496 with the Department of Housing and Urban Development for the Shoppes at Cottage View Project. J. Adopt Resolution 2023-129 supporting the City’s Minnesota Highway Freight Program application for the County Road 19A/100th Street Realignment Project. City Council Meeting Minutes October 4, 2023 Page 5 K. Authorize Resolution 2023-119 supporting the acquisition of a 50-acre portion of the Gustafson property by the Minnesota Department of Natural Resources and inclusion in the Grey Cloud Dunes Scientific and Natural Area. L. Adopt Resolution 2023-127 approving the final payment for the Hamlet Park Phase 3 Project to Miller Excavating, Inc. in the amount of $81,769.11. M. Adopt Resolution 2023-128 approving the final payment for the 2023 Mill and Overlay Project to Bituminous Roadways, Inc. in the amount of $27,322.28. Council Member Dennis asked that we pull Items C and D, Liquor License for Bill’s Liquor and Tobacco License for Bill’s Liquor, for a separate vote. He will be abstaining from that vote as he had a connection with that property, so will recuse himself. Council Member Olsen wished to pull Item H, Appointment of Brad Petersen to Deputy Director of Public Safety-Police Captain, for further comment and/or discussion. Council Member Olsen stated he pulled this item to congratulate Brad on this tremendous opportunity. He’s known Brad for many years and has watched him move from a patrol officer into a sergeant position and now into a captain position. It’s truly been a pleasure. Brad is intensely focused on ensuring that the City of Cottage Grove Public Safety Department is the very best Public Safety Department in the State of Minnesota and, frankly, in the country. He has been instrumental with training in our department for many years. He does a tremendous job of leading the initiative of analyzing Use of Force in the City, and making sure that we are consistently reviewing all of those policies and procedures so Use of Force is something that is exceptionally rare in Cottage Grove. It was a very difficult decision for Director Koerner to make, as he had some unbelievably qualified applicants, who went through a rigorous process to become finalists, and he knows it left Director Koerner with several sleepless nights before making his decision. Director Koerner made a good decision, though he doesn’t think he could have made a bad decision with the candidates from which he had to choose. He has every confidence that Brad will do a great job. He encouraged his colleagues to approve Item H, to appoint Brad Petersen to Deputy Director of Public Safety-Police Captain. Motion by Council Member Thiede to approve the Consent Agenda without Items C and D; second by Council Member Olsen. Motion carried: 5-0. Motion by Council Member Khambata to approve Items C and D; second by Council Member Thiede. Motion carried: 4-0 (Council Member Dennis recused himself). 8. APPROVE DISBURSEMENTS City Council Meeting Minutes October 4, 2023 Page 6 A. Approve payments for the period of 9-14-2023 through 9-27-2023 in the amount of $2,037,722.93. Motion by Council Member Dennis to approve disbursements; second by Council Member Olsen. Motion carried: 5-0. 9. PUBLIC HEARINGS - None. 10. BID AWARDS - None. 11. REGULAR AGENDA A. Declare Vacancy - Council Member Dennis Staff Recommendation: Adopt Resolution 2023-130 accepting Council Member Dennis’ resignation and declaring a vacancy. Approve the appointment process outlined in the memo. Council Member Dennis read aloud his resignation letter, and noted the letter was addressed to the Honorable Mayor Myron Bailey: “It has been my honor to serve the residents and investors of the City of Cottage Grove since January, 2015. I am extremely proud of the accomplishments made by our City Council, staff team, and those community members who have volunteered their time to make Cottage Grove a better place. I also carry tremendous appreciation toward the dignified way our Council has approached our call to service and the outstanding results we have achieved on behalf of the entire community. As you are aware, the past year has brought many changes for me; as a result, I have chosen to pursue aspirations that are more closely aligned with my current and future goals, personally and professionally. And while I ultimately arrived at the decision to resign from my position on the City Council, it has been extremely difficult because of my consideration and dedication to a place that’s been my home for over 34 years. I will always care very deeply for our people but stand confident in knowing that we made an indelible difference. I am very proud of our entire work, but especially the following accomplishments, both team and personal: •Solving a decades old blight in structuring a deal to bring a new grocery store and fill the old, vacant Home Depot store; •Accomplishing the all-time records for economic development success that has allowed us to grow the community in a way that brought tremendous value to the taxpayers; •Performing a relentless and dedicated approach towards a safe and clean water supply; •Achieving a AAA stable bond rating through exceptional fiscal management and planning; •Lastly, on this particular sheet, is in the entirety of my years of service, I have never missed a Council Meeting at this dais. City Council Meeting Minutes October 4, 2023 Page 7 Please accept my sincere thanks for your partnership and friendship over the years, it’s always been my honor to serve as your Mayor Pro Tem, and as Vice President of our Economic Development Authority. I hereby resign all position and appointments at the conclusion of this meeting, October 4th, 2023. With kindness, regards, and gratitude in knowing that we moved our goals very far.” Mayor Bailey stated since Council Member Dennis is resigning, what is before us, Council, is to accept his resignation and declare a vacancy; starting tomorrow, staff will be sending out information to the public, taking in applications for those who would like to be appointed by the Council. We’ve done this once before, with Council Member Khambata, so this will be a similar process with timeframes that will be forthwith in the information. Motion by Council Member Thiede to Adopt Resolution 2023-130 accepting Council Member Dennis’ resignation and declaring a vacancy, approve the appointment process outlined in the memo; second by Council Member Khambata. Motion carried: 5-0. 12. COUNCIL COMMENTS AND REQUESTS Mayor Bailey stated once it’s his turn to make comments, he will ask all of the Council Members to join him in front of the dais. There are some guests in the audience who want to speak, and things that we want to share with Council Member Dennis on his final night here with us as a City Council Member. Council Member Khambata told Council Member Dennis that he’s been a mentor to him, and he really is a little heartbroken that you’re not going to be sitting next to me. Council Member Thiede mentioned as this is now October, Halloween is coming up and we’ve got the Monster Bash parade. So, he wants to get everybody excited about getting out there and putting on some costumes, walking in the parade; that will start on Saturday, October 28, at 10:00 a.m., at East Point Douglas Road between Applebee’s and the School Administration Center on East Point Douglas Road. He encouraged people to be there or be scared. Council Member Thiede also wished Council Member Dennis good luck. Council Member Olsen stated obviously having to vote in the affirmative on 11A, to declare that vacancy, was a reluctant vote but a necessary vote. He knows that Council Member Dennis took this decision extremely seriously and pondered for quite a long time, and obviously, we all wish him very well. On a personal note, he simply wants to say that it has been an honor and a privilege to be able to serve with Council Member Dennis; it all started with a conversation between Mayor Bailey and Council Member Dennis and me at Caribou Coffee when he said, hey, I’m thinking I might want to do this, and he never looked back. He’s an admirer of Council Member Dennis’ work ethic and his passion and dedication to fulfilling the obligations of the role of Council Member. City Council Meeting Minutes October 4, 2023 Page 8 It’s something that he thinks we all take extremely seriously, and he knows that Council Member Dennis holds that responsibility in the highest regard, and stepping aside is a very difficult decision for you. As a constituent, somebody that Council Member Dennis represents, he’s very grateful for what he’s done for our community and for being a good listener and somebody that has definitely put their heart and soul into the position of Council Member. He thinks that’s the only way you can do it well, at least that’s been his experience. As a colleague, he remembers when we talked about if this was something that he wanted to do, as the Council was going through a challenging time then; we were not a united Council. Having you come aboard and provide us with that opportunity to heal some of those wounds and move forward in a very cohesive and comprehensive way made our community better. It made our Council better. You’ve always been somebody who has looked out for the team and defended the community with every ounce of energy that you have, and he’s grateful for that as a colleague. As somebody who worked with you on the Beyond the Yellow Ribbon team for many years, your contributions, especially with the organization of the Memorial Day event, taking what former Council Member Jen Peterson had brought forth, you expanded upon that and made it even better, year after year after year. That’s something that this community appreciates, it’s something that he personally appreciates, and he knows our Beyond the Yellow Ribbon team appreciates; when we had to do it without you this last year, it was not easy, so, we’ll try to maintain some semblance of the legacy that you built with that and we’ll give it our best. He’s grateful for all that you did with that. Last, but certainly not least, just as a friend, you’ve been somebody who has always had an open ear. When I have one of my crazy days that seem to happen more often as I get older, when I really need to bounce some things off of somebody, and get some perspective that I may not have, regardless of what the issue may be, I could always stop down to the shop and sit and visit or make a phone call. I’d benefit from good, sound, solid advice. I hope to continue to be able to do that, even though we won’t be colleagues on the City Council; please don’t change your phone number, that’s all he's saying. Without getting overly emotional, just thank you for everything you’ve done, and thank you on behalf of the community for everything you’ve done. Change is a constant in life, and this Council will move forward from you and from me and from everybody else who’s sitting up here at some point in time. All we hope is that we’ve left a legacy that people can be proud of and that they can build upon. He looks back at people like Rod Hale and all of the former Council Members who came before us, Conway Olson, and we stand on their shoulders. Now, it will be somebody else’s opportunity to stand on yours; the good news is it’s a pretty stable pair of shoulders, so, he thinks it will work out okay for all of us. Thanks again. Council Member Dennis commented thank you, brother. Mayor Bailey stated if it weren’t for this being Council Member Dennis’ final night, he could almost say ditto to Council Member Olsen’s comments. He and Steve have talked about this many, many times; when he first got elected onto the Council, he thought we were down at Applebee’s, and Council Member Dennis asked how far can we take this; Mayor Bailey replied as far as we want to go, and we have taken this City to absolute new heights, never seen before within Cottage Grove. He talked about things that City Council Meeting Minutes October 4, 2023 Page 9 maybe the public doesn’t really realize; it’s funny because as a collective Council, everybody has different opinions on things, and we don’t always agree. But when it comes to the end, we all are respectful to one another, and when he goes out and talks to other mayors and other council members in other cities, that’s unheard of out there, that we have a respectful and respected Council. Council Members here respect each other, even when we may not always agree. The other part, too, is how we all kind of join together to support things; there are moments in life where you remember things vividly, you remember where you were and what you did, but he remembers us standing inside your liquor store with most of the lights off. What we were doing is we were building a wreath where the Council pooled our money together to build a wreath to have at the Holiday Train. Each of us put money in towards the wreath, and we each brought things to add to the wreath that represented Cottage Grove. That was one of those moments where you could just tell the teamwork; that’s what makes certain things that we do so special because we do it because we love this community. Whether you’re moving away from our community, you’ll still call Cottage Grove home; it will still be a place for you, and you know you can always come back, too, you know that. Your son, who is in the audience tonight, is still here in Cottage Grove, so there’s obviously going to be that opportunity for you to do that. Or it’s the Fill the Boot Campaigns, doing fundraising events, not because you had to, bagging groceries, stepping in when there was a need for the Memorial Day event. Everybody loves the Memorial Day event that we have here, and there was a need for somebody to step up, and you stepped up, and you said I’m going to take this and we’re going to run with it. So, he also appreciates the fact that you always, multiple times, if there was dissenting opinions maybe with certain people out in the public, you always tried to navigate that and tried to figure out how we can maybe in some way, shape, or form help them along the way. Maybe it isn’t going to be exactly everything they want, but we try as best as we can or to at least explain to them the reason behind it. So, you will be missed big time. I will miss our after Council dinners and trading off steaks and things like that, as I love ribeye steaks. Steve has gotten me into rare; it started out at medium well, and I’m now at a rare, and I like rare, so, that’s pretty cool. Mayor Bailey asked the Council Members to join him in front of the dais. He asked Washington County Commissioner Karla Bigham if she wished to join them, and she did. Commissioner Bigham presented Council Member Dennis with a Commissioner’s Service Award from a grateful County for his nine years of service on the Cottage Grove City Council. We wish you luck, happiness in your future ventures, and thank you for friendship, which doesn’t go away, and all the good memories, hard work, and dedication that you’ve done for this community. Thank you. Council Member Dennis told Commissioner Bigham you and I have walked a lot of miles together, and thanked her. Mayor Bailey stated Council Member Olsen is holding a plaque that we’re presenting to Council Member Steve Dennis in appreciation for his dedicated service to the City of Cottage Grove from the City, but obviously, it’s from all of the citizens in Cottage Grove, City Council Meeting Minutes October 4, 2023 Page 10 the Council, and the staff. Again, on behalf of all of us, we do appreciate everything that you’ve done for this community. We obviously wish you great success in your future endeavors. Like we already said, you can come back anytime. Council Member Olsen presented Council Member Dennis with the plaque and congratulated him. Mayor Bailey stated we’re doing a proclamation to call Wednesday, October 4, 2023, as Steve Dennis Day in the City of Cottage Grove. He read aloud the proclamation, noting all of Council Member Dennis’ multiple achievements during his tenure with the City. Everyone applauded and he was congratulated. Council Member Dennis stated wow, when he thinks back on time, he’s been trying to prepare himself mentally because people don’t want to see an old cop cry. He wanted this to be a celebration, not a day of sadness, but a celebration of accomplishments and amazing things that we were able to do and achieve as a group of people that had a call to service and were dedicated to wanting to make a difference. He’s been very, very proud to be part of the group, aligned here with everybody. He came at this from a position of gratitude. He was grateful for living in an amazing community where he had a home, my family lived here, I had a business for 20 years, my kids graduated from Park High School with a fantastic education. He was able to live an amazing life, and he wanted to take things that I learned about life and about business and be able to give back. And he was inspired by people like yourself and Justin and Karla and Dan Schoen and a number of other people who I saw were dedicated to wanting to make great things happen here, and I saw that actual work, and I saw the differences and changes that were occurring in the community. There was a time when it was difficult, when you guys advocated for this building we’re in now, and there were certain people in the community that had a differing opinion; we can be respectful of that, but it turns out it was the right thing to do, it moved the community forward. It took courage to do that. You guys did that, and so, as a local business owner and a person who lived here and paid a lot of property tax between the two, I had a vested interest in wanting to bring some things I thought could make a difference. And so I worked on a plan and I had Katie Sieben reach out to me and got me connected with Karla, and talked with Dan and you guys, and we just decided to get behind it and make the push. And that’s what really, that initial dedication, which is what allowed us to be able to accomplish these things. These things don’t belong to me, they belong to everybody up here. So, it’s a position of gratitude, and I’m more and more grateful. I always say the most successful person in the room should be the most gracious; that’s me tonight. So, you can’t do this stuff by yourself, it takes a lot of people, a lot of friends. Start with family, Kathy, Greg, my son, who is here tonight; the first time he ever attended a Council Meeting, my last one, which is kind of cool. And all the friends and people that I knew through my business over the years, and people who volunteered on campaigns and came out and worked, and my gosh, three times elected. And to be able to get that much support out of the community is amazing; so, I appreciate everyone who got behind and did that. I want to talk a little bit, very, very quickly about some of the accomplishments that were important to us. We’ve highlighted economic development; we own every single City Council Meeting Minutes October 4, 2023 Page 11 sales record ever set in the City of Cottage Grove for any measured period of time for economic development success. What are those three areas? Residential, industrial, commercial and retail. We own all of that; that took a tremendous amount of work. We had to remake the wheel here, change some things, and put together a team of dedicated people that were built for speed in sales so were ready to come in and make things happen along with the support of the Council. You and I went to Vegas every year; we promoted this City, got it to a point where we were no longer oh, you’re Cottage Grove, Oregon or Cottage Grove, Wisconsin, or whatever? No, Cottage Grove, Minnesota; everybody knew that, and those connections are what resulted in a lot of the opportunity that came our way, which is absolutely fantastic. I’m proud of the AAA bond rating; this is going to save the community millions and millions of dollars over the course of time by virtue of our financing costs to do projects that are necessary to protect the integrity of our assets. This is huge, a city of our size usually doesn’t get that, and this came through a lot of dedication and a lot of great financial standard and good work. I want to mention very quickly that we provided as a Council tremendous support for Public Safety, Police, Fire, and EMS. Having a world class operation here, thank you, Pete, and everybody on the team; fastest response times, dedicated service, taking care of our end users, keeping our people safe. This has been absolutely incredible, and I’m so happy to have played a small role in doing that. As a Council, we funded the tools and the processes that allowed this to happen by virtue of the money that the community provided, and it has been fantastic. I want to mention that as I look at things, I remember a quote from Don Shelby years ago, his final radio broadcast, and he says, “The thing people remember most about you is the last thing you did.” Okay, so this is my last thing, right here, and it’s a great message and it’s a message of my hope for the community and positive reinforcement for things that will keep Cottage Grove moving forward. We have some of the most incredible staff. I’ve provided Jennifer with a little card, I don’t know if she opened it yet, but inside of that I talk about the amazing people. This team could go and be measured against any team, any place; bottom line, fantastic. The people of the community have no idea how fortunate they are to have these dedicated public servants working on their behalf, it is world class. I hope that in my absence you guys will do everything possible to keep this team of people together as long as you can, and continue to source additional great people that can supplement what we do here and make things be even better. One thing that we did this year is we created a Financial Management Plan; my recommendation is we stick to that plan. It’s a 10-year plan, let’s keep that thing moving forward, okay? Because that provides stability and success financially for the community. Do that, and it’ll serve everybody really well. Also, continue to follow great financial principles; we’ve worked very, very hard to be stewards of the taxpayer money each and every day, to make hard decisions but to do what was best in the interest of the community long term. I also want to ask the community for their support; normally, our mayor would never talk about an election up here, but seeing as I’ve now resigned, I’m going to talk about it, next year’s election. There are three individuals who are going to be running for reelection here on this team, and I really ask the community for those who know me, City Council Meeting Minutes October 4, 2023 Page 12 have known me over the years, and trust me, keep this group of folks intact: Myron Bailey, Justin Olsen, and Tony Khambata. These guys are absolutely fantastic, and they will do everything to make sure that our community stays moving in the best possible way. One of my absolute favorite quotes, and I’m going to end with this, some of you probably heard me say this one before: “Quality has no fear of time, and whether it be in the past, present, or future, the things that we do matter; and when we do things the right way, they never come back in a bad way.” So, my ask and my support is for courage; if you ever want to reach out, I’m not going to change my phone number, okay? I’ll be here as a sounding board, I’ll come back to visit from time to time, but keep doing what we do because this is what makes this community the special place that it really is. So, I want to thank everybody here for that, but again, it doesn’t belong to me, it’s shared by everybody in this room. I’m deeply honored to have had a chance to be part of this here. So, thank you. Everyone applauded, and photos were taken. Mayor Bailey stated after the Council Meeting is completed, Council, staff, and some guests who have joined us will be having a little gathering at the River Oaks Golf & Event Center to commemorate and celebrate, as Council Member Dennis said, the years of success in having him part of our amazing team. 13. WORKSHOPS - OPEN TO PUBLIC - None. 14. WORKSHOPS - CLOSED TO PUBLIC - None. 15. ADJOURNMENT Motion by Council Member Dennis, second by Council Member Thiede, to adjourn the meeting at 7:55 p.m. Motion carried: 5-0. Mayor Bailey stated Council Member Dennis you are hereby relieved; Council Member Dennis replied, Mayor, I stand relieved. Minutes prepared by Judy Graf and reviewed by Tamara Anderson, City Clerk. 1 City Council Action Request 7.B. Meeting Date 11/1/2023 Department Administration Agenda Category Action Item Title Special Meeting Minutes - October 18, 2023 Staff Recommendation Approve the October 18, 2023, Special Meeting Minutes. Budget Implication N/A Attachments 1. 2023-10-18 City Council Special Meeting CITY OF COTTAGE GROVE  12800 Ravine Parkway  Cottage Grove, Minnesota 55016 www.cottagegrovemn.gov  651-458-2800  Fax 651-458-2897  Equal Opportunity Employer In accordance with the requirements of Minnesota Statute Section 13D.02, Council Member Khambata will appear remotely via interactive technology from the following public location: Hilton Garden Inn Conference Room, 101 East Hiawatha Drive, Wisconsin Dells, Wisconsin, 53965 MINUTES COTTAGE GROVE CITY COUNCIL October 18, 2023 COUNCIL CHAMBERS 12800 RAVINE PARKWAY SOUTH SPECIAL MEETING - 6:00 P.M. TRAINING ROOM 1. CALL TO ORDER Mayor Bailey called the Special Meeting to order at 6:00 p.m. 2. ROLL CALL City Clerk Tammy Anderson called the roll: Mayor Bailey-Here; Council Member Khambata-(Present after Roll Call taken); Council Member Thiede-Here; Council Member Olsen-Here. 3. REGULAR AGENDA A. Workshop - Development Project by Roers Staff Recommendation: Provide feedback and direction related to the proposed project, proposed building height, and requested TIF assistance by Roers Companies. Mayor Bailey stated this workshop meeting tonight is a development project by Roers. He asked those present for this meeting to introduce themselves, which they did: Council Member Justin Olsen; Mayor Myron Bailey; Council Member Dave Thiede; Monique Garza, Board Member, Cottage Grove Area Chamber of Commerce; Jennifer Levitt, City Administrator; Gretchen Larsen, Economic Development Director; Schane Rudlang, Ehlers; Ryan Burfeind, Public Works Director; Tammy Anderson, City Clerk; Peter Koerner, Public Safety Director; Brenda Malinowski, Finance Director; Tony Khambata, City Council Member; Emily Schmitz, Community Development Director; Mike Mrosla, Senior Planner; Travis Fauchald, Senior Development Associate, Roers Cos.; Pete Costanzo, Kaas Wilson Architects; Logan Schmidt, Developer, Roers Cos.; Sam Trebesch, Principal Engineer, Roers Cos. Mayor Bailey welcomed all of the guests, stated he appreciated them spending time with us to go through this project. City Council Special Meeting Minutes October 18, 2023 Page 2 Mr. Costanzo stated he’s been working with Roers for the past couple months on their Concept Plan for 6850 East Point Douglas Road. We thought it was a good time to bring this forward and ask Council to review it and discuss some options. He stated Travis and the Roers team would speak now. Travis stated Roers Cos. is a multifamily developer based in Minnesota. We’re very excited about the project and appreciate the opportunity to be here. We will introduce the project and talk through the next steps in conjunction with our PowerPoint presentation. Roers Cos. has been in business for ten years and done a number of projects, initially in North Dakota and other regions; over the last ten years, they’ve grown considerably to 200 employees. We’ve attributed our growth to being a full service real estate development company: We build our projects with general contractors in Minnesota, Florida, and Texas; once the projects are up and running, we have a property management company to manage them. We have done a lot of work in the Twin Cities and surrounding suburbs, including Woodbury and Oakdale, some are under construction in Rosemount and West St. Paul; so, we have a lot of experience in multifamily project types. We also do Mixed Use with some retail, but predominantly focus on multifamily residential communities, including senior 55+, affordable workforce, and market rates. We like to be in the room to seek feedback from the city in which we’re working. We want to be a good partner with the City, so want to propose a quality project that will benefit the residents, our neighbors. Tonight we want to seek some feedback on a 144-unit workforce housing project on East Point Douglas Road, with some units restricted at or below Washington County’s AMI (Area Median Income). The regular units will be unrestricted, but hope to have the flexibility to have them below market-rate rents. With the affordable housing, we are going to have a TIF request, which we can discuss later. We’re really excited about the project, as off Highway 61 it will have a lot of visibility, it will stand out. We’ll make sure its exterior fits with the City’s requirements as we work on the site plans, and will make sure it’s a focal point for the community. A similar workforce project we’ve done is Axle Apartments in Fridley, and its a really strong asset for Roers; its very similar to this proposed Cottage Grove project, with really nice amenities, and will look and feel like a market-rate project. This project will have exterior balconies, and interiors will have quartz or granite countertops and stainless steel appliances. Travis stated we’re here because we understand there’s a need for affordable housing, it’s one of the City’s goals, and we know Cottage Grove is a growing suburb, so it’s very attractive from a development perspective. We think this project will meet many of the goals the City has set forth in its Comprehensive Plan, including land use goals and current Zoning Districts. There are some site constraints that will force us to kind of deviate from some of the design and performance standards; the topography, stormwater, and gas lines are the main ones. We’re going to do whatever we can to kind of fit the City’s zoning codes. We’re excited to provide affordable housing wherever we can; we originally looked at this one as being 100% affordable, but with the time it takes to get tax-exempt bonds, the interest rates, and variable construction pricing, in order to make this project work we are providing some higher workforce level rent. We’re happy to propose a variety of City Council Special Meeting Minutes October 18, 2023 Page 3 different income levels and a housing project that will be right next door to bus and other public transportation. He knows some other groups have looked at doing a project here, but we’re confident with our design team we can get the project done, and it will look awesome. In addition to the housing and land use goals, the amenities of this project will include a trail system that we’re going to install, as well as private open space. Travis stated as he mentioned earlier, given the gas pipeline, the topography, the underground stormwater ridge build, the amount of soil that needs to be extracted from the site, and the interest rate environment we’re in, we’re going to need to request funds from TIF to get the affordable housing units built. TIF is unwilling to do market-rate projects, which we understand. With the affordable housing needs here, that’s what we want to provide. So, if TIF is available, we’d love to provide those units. Tonight, we’re seeking some Council feedback on the project and the design. Right now, we’re in a position to submit for preliminary plat and site plan approval as soon as later this week, if there’s no feedback or design requests, aside from the ones we discussed earlier. Travis stated he’ll open it up to questions about us and the project. Mayor Bailey thanked Travis for sharing the information. He stated he had some questions, as did the other Council Members. Mayor Bailey noted Travis had mentioned the West St. Paul project; he asked which project is theirs in West St. Paul. Travis replied that project is called Savor Apartments, which is another workforce community. It is built and has been leasing, it’s a Mixed Use project with some retail. Mayor Bailey stated when reading through the packet, it sounded like from staff’s perspective, Roers is comfortable with the trail connection and Camel’s Hump. It sounds like you’re also working with the different class of materials. Travis brought up a great point, which is very important to us: It will be the first thing people are going to see coming into Cottage Grove versus the other two projects there. So, of course we want it to look great. Mayor Bailey asked Director Koerner if Public Safety is comfortable with the height of this building. Director Koerner replied Fire Chief Rick Redenius is good with it, so there are no public safety concerns. Mayor Bailey stated that as it is built, some of it will be more into the hill, so asked if the end that’s towards Highway 61 is going to be the taller portion of that building. Travis replied that’s correct; the north side will be built into the hill with an underground garage, but the south-facing elevation towards the highway will be a little bit higher. Mayor Bailey stated that’s kind of like how The Legends are, and stated he likes what he sees. He told Travis he’s correct, we’ve had a number of people come in to try to figure out a project for that area; so, if you’ve found the right piece to fit the puzzle down there, in his opinion, he thinks it’s a great addition to that area. Council Member Olsen stated obviously when we do any kind of affordable housing project, there are several financial elements that need to come together to make that work. He heard Travis mention TIF; he assumes he’s also explored all of the various tax breaks and other opportunities that might present themselves to you financially. He City Council Special Meeting Minutes October 18, 2023 Page 4 asked as you think about TIF for this project, do you have an idea of length of time that you’re looking for with a TIF District. He asked if they’d talked about that at all. Travis replied yes, they’ve been working with Mike and with Ehlers on an initial underwriting. He thinks right now, we’re sitting at 15 years of TIF, based on the current other numbers. Council Member Olsen asked if that was accurate. Schane replied where we’re at right now is 10-to-15 years, with underwriting, we’re at 10 years. There should be a memo that was provided to the Council outlining that. The costs are still fluctuating, so we are open to continued conversations, but right now, we’re looking at 10 years. Council Member Olsen stated he asked because those TIF Districts tend to fluctuate based on how you massage the numbers, and we’re talking about some exterior façade things that need to be addressed, etc. The trap that he would not want to fall into is making it too long of a TIF District; we’ve done that before, and it’s certainly something you can do, but it doesn’t mean you should. He just wants to be careful about that. Council Member Olsen stated he’s sure Director Burfeind has been involved with the stormwater situation here; we’re looking at underground stormwater for this. He asked if we had to do it that way or was there just no other option. Council Member Olsen stated he knows we’ve got some stormwater ponding in the area for the other facilities. Director Burfeind stated there’s a pond that’s on the cul-de-sac and that actually takes like East Point Douglas Road, and there’s a pond actually uphill because there’s a ravine that comes down, but it is obviously a very tight site with that gas pipeline. So, he thinks that takes care of all the constraints they were discussing. Council Member Olsen stated that just sounds more expensive to him, so that’s why he was asking the question; Director Burfeind confirmed it is more expensive. Council Member Olsen stated if we do that and some other things, if we’re concerned about expense, he just wants to know that we explored all of that. Council Member Olsen asked if they had talked to the neighbors or if have had conversations with some of the other facilities that are in the neighborhood about what you’re planning. He knows the others in that area are pretty proud of their area, they really like it, and he’s certain that there will be some people who probably would be resistant to any sort of change. He asked if any kind of outreach had been done. Travis replied there has not been yet, but over the course of seeking site plan approval and requesting any variances, we would certainly have a neighborhood meeting; they would mail all the neighbors within a certain number of feet from the parcel. Council Member Olsen spoke about the annual Night to Unite, previously National Night Out, and we do noon outs where we go to the retirement communities. When we go there, we get peppered with questions about their little piece of the pie and future developments and their effect on traffic; they’re very sensitive to that, so he encouraged them to please do their best to make friends with them. Planner Mrosla stated something we’ve discussed with the applicant is holding onsite meetings at both The Legends and White Pine on separate days. Mayor Bailey stated he doesn’t think anybody down there is against anything, but they just want to know what we’re going to do down there, want to be in the loop. If you City Council Special Meeting Minutes October 18, 2023 Page 5 have advance meetings to share information with them, he thinks they’ll gain some actual cheerleaders for their project. Council Member Olsen stated it looks like a nice project. If we can make the necessary adjustments on façade, he thinks it will be a real nice addition to the area. Mayor Bailey stated he agreed. Council Member Thiede told Director Burfeind he had concerns about the traffic, as he understands it will be one way in and one way out. Director Burfeind stated yes, in terms of East Point Douglas Road, it’s south, and there are no issues with that. It’s just a two-lane road, but traffic could be a lot lower than what a lot of our two-lane roads are that go through other neighborhoods, so, there are no issues there. We’ll obviously continue to watch the intersections on Hardwood; he’s doing a warrant analysis for Hardwood Court, and further down the road would be Harkness. Council Member Olsen stated it’s getting busier with Pizza Ranch, and everyone agreed. Director Burfeind stated we’ll continue to watch those. We’re doing the preliminary design for the signal at Hardwood Court; we’ll have to continue to talk about that because it doesn’t meet warrants yet, but we want to be ready, as that’s in the CIP so we’re good on the preliminary designs for that. Council Member Thiede stated otherwise it looks fine to him. He asked how many stories it was going to be. Travis replied it will be six stories on the highway side; up the hill, it’s five stories, there are going to be two levels buried underground on that side. Council Member Thiede stated it’s always good to kind of see how it fits with the other buildings that are there, how it will look with White Pine, in terms of the height. Sometime it might be nice to see how it will look if you drop White Pine in there and see how it will look with the elevation, etc. Administrator Levitt asked Travis if they had included that information in their presentation; she knows that’s in the staff report. Travis replied that they’re not in the presentation, but they are in the staff report. He could pull those up for some perspective if that would be helpful. Mayor Bailey stated we could do that later; his assumption is that some of those floors, because of how far up White Pine is, will be fairly close just because of how far down Roers is going to have to go in on the other side. Administrator Levitt stated they also spent some quality time on a shadow analysis of how it would face the adjacent properties, and that information was in the packet. Council Member Olsen asked if they had any concern about the trees or tree mitigation or anything like that. Administrator Levitt replied when Frank Frattalone developed this site, a lot of that had already taken place and been mitigated. Council Member Olsen stated it’s actually a very beautiful area. That’s another thing that the retirement communities really like is that it’s almost got its own sort of personality, it’s sort of peaceful and green. Travis stated one thing we didn’t talk about through the proposal is we want to try to preserve a lot of trees. That’s one thing that Director Zac Dockter brought up during our earlier discussion of the trails was to make sure there’s some tree preservation. City Council Special Meeting Minutes October 18, 2023 Page 6 Council Member Olsen asked if they’d already done the tree inventory; Travis stated he believed the City had already done the inventory, which was confirmed. As mentioned, we’re pushing the building a little further north, so we’re impacting some trees, but the bulk of the hill will remain. Council Member Khambata thanked everyone from the Roers group for putting in the time that they have for this project. He knows that building affordable housing has become increasingly difficult with an increasing number of hoops that need to be jumped through or navigated to get it done. With that, he’s curious if they have or would consider Section 42 for additional funding. As you had stated, the time it takes to do that can be problematic, but he knows that 50% of AMI is nice, but that’s still $51,000 a year that somebody’s making if they’re at 50% of AMI. So, on the Council side, he would really like to see some more 30% AMI. He’s looking for insight from Roers, having kind of done a feasibility study on the area, what would it take to get some 30% AMI housing incorporated into this project or is it just not feasible. Travis stated we originally looked at doing a Section 42, 4% bond yield, and ultimately what drove us to prohibit from an affordable project to a workforce project was feasibility; ultimately, it was not financially feasible to get a project across the finish line with the 30% units with 50% a fair market unit. If we were to provide more 30% units here, it would come at a much larger TIF request, depending on how many units were proposed. We can certainly take a look at it and run the numbers and see if it might be feasible. Council Member Khambata stated he knows there’s a lot banking on that question, so he wasn’t anticipating that you’d have a quick response. He was just curious as we continue to try and promote affordable housing in the community, we like to promote that we have shovel-ready projects. He’s curious to learn more what a 30% AMI project looks like or what a shovel-ready opportunity looks like for a company like Roers to want to move forward. So, in the future, when those opportunities present themselves, we can maybe kind of bring those pieces together. Council Member Khambata asked other than on this project, with regard to the 50% AMI, is that something that would stay at 50% AMI for perpetuity, or are you seeking that just for the life of the TIF. What’s your long-term goal with the property and with those rental rates. Travis replied those restrictions would run with the housing TIF District, so, it would be for the 26 years of the TIF District that that restriction would be implemented. So, that’s what our plan would be. At that point, 30 years from now, we could reevaluate and see if it still made sense to do that, but that’s what it would run with. Council Member Khambata asked if you say that you want to keep the other units below market rate, do you have any projected rental rates for studio, one bedroom, two bedroom, and three bedroom options. Travis replied, off the top of his head, a studio would run around $1,200 per unit, a one bedroom would be $1,300 to $1,400 per unit, a two bedroom would be $1,700 to $1,800, and a three bedroom would be around $2,000 to $2,200. We intend to be $100- $200 below what Grove80 might be charging on a new market-rate community. Travis asked Schane to share those numbers. Schane stated for the market-rate units, they’re City Council Special Meeting Minutes October 18, 2023 Page 7 currently at $2.17 a square foot for rent, prorated, for all of the units; so, that puts the studio at $1,425, a one bedroom at $1,575, a one bedroom-den at $1,800, a two bedroom at $2,015, and a three bedroom at $2,615. Council Member Olsen stated that’s really close to Grove80. Mayor Bailey added Grove80 said that’s the market rate. Council Member Khambata stated his initial impression of the project is he thinks it’s a thoughtful use of that parcel. To Council Member Olsen’s earlier question regarding the neighbors, he thinks that’s an important aspect. Every time Council Member Khambata is in that area, the residents want to know what’s next. He feels having neighborhood meetings with the surrounding communities would serve you well in getting useful feedback. So, when you bring this back to us for further approval, we can kind of tweak that and have everything ironed out before we get too deep into it and then have to try to sell it; that’s been our experience with other projects that have come forward. The neighborhood meetings tend to bear some fruit for the developer in terms of finding out how to make the new addition fit well into the community. Mayor Bailey asked what’s your timeframe, when are you looking to get into the ground. Travis replied we would be looking to hopefully submit very shortly, we may pause to submit site plan approval and preliminary plat to receive neighborhood feedback, but ultimately we will be submitting for those approvals in the next month or two. We would then begin working on architecture drawings in the meantime, and those can certainly be modified and changed depending on the feedback that’s received. We would be seeking to submit our construction drawings in Q1 of 2024, to ultimately work alongside tending up our bank, raising money, and facilitating our equity investment so we’d ultimately be closing on the financing. He’d say our reasonable timeline to have a shovel in the ground would be late Q2 2024 if all things go well, barring anything that’s out of our control. Mayor Bailey stated that we know weather can play a big part in that, too. Council Member Olsen stated speaking of financing, as Council Member Khambata suggested, maybe just run us some numbers with respect to the 30% AMI vs. 50% AMI. Obviously, the first thing that popped into his mind was that’s a longer TIF District, and he understands that, but he still thinks there’s value in running those numbers. He’d be really curious to see what that would look like in real terms, relative to the length of the TIF District and whatever other financing nuances need to be put in place. Information is power, and we certainly appreciate that you’re coming to us with a project like this. If there is a way to make that happen that’s amenable to all involved, that could be a big win. So, if you don’t mind just doing a little bit of number crunching, he knows he’d sure appreciate it, and he assumes Council Member Khambata and the rest of the Council would. Our friends at Ehlers probably already did it, they’re that good; Schane stated it’s close, but not quite. Mayor Bailey stated once you get to the point where you’re going to have conversations with the two neighboring facilities, White Pine and The Legends, come up with your terminology of what to use for workforce housing; that’s because sometimes people City Council Special Meeting Minutes October 18, 2023 Page 8 have this thought in mind that there’s going to be, with all due respect, hoodlums and crime, etc., which is not accurate. You’re also dealing with older clientele there, so, he wants them to be aware of that when you hold those neighborhood meetings. Mayor Bailey stated he might also plan to attend those, just because he knows a lot of people who live there, and he wants them to understand that this looks like a really good project. People look at the word workforce, and some people call it Section 8 housing or low-income housing. There are all these terms out there, which change over time, so he doesn’t know what the newest term is these days, but he’d like to try to soften that comment. Council Member Olsen told Roers they will ask you about security, and they’ll also definitely ask you about parking. Travis replied that sounds great, we’re working on other affordable projects, so, we’re very comfortable with that conversation. Mayor Bailey stated when you talk to the residents in that area, they definitely have their opinions, which is fine. Travis stated that’s why we think it will be a good idea to hold the neighborhood meetings at those specific sites; we can work with the property owners of White Pine and The Legends to determine a good time to do that. Mayor Bailey asked staff if there was anything else that we need to discuss, and they indicated no, there wasn’t. Mayor Bailey asked Council Member Khambata if he had anything else he wanted to add. Council Member Khambata thanked Roers for their time and the effort that they put into this. He likes the overall scope of the project, and he echoes what Council Member Olsen said; if there’s a way to make 30% AMI obtainable, he thinks it’s a conversation worth having. Mayor Bailey told Roers that we’ll look forward to seeing them all again sometime in the near future. Travis stated he appreciated the Council’s time, and he’ll be back. Mayor Bailey confirmed with Travis that they got what they needed from the Council, and he replied yes, they certainly did. Council Member Olsen and Mayor Bailey also thanked Roers for their presentation. 4. ADJOURNMENT Mayor Bailey adjourned the meeting at 6:38 p.m. Minutes were transcribed by Judy Graf, reviewed by Tamara Anderson, City Clerk. 1 City Council Action Request 7.C. Meeting Date 11/1/2023 Department Administration Agenda Category Action Item Title Regular Meeting Minutes - October 18, 2023 Staff Recommendation Approve the October 18, 2023, Regular Meeting Minutes. Budget Implication N/A Attachments 1. 2023-10-18 City Council Meeting CITY OF COTTAGE GROVE  12800 Ravine Parkway  Cottage Grove, Minnesota 55016 www.cottagegrovemn.gov  651-458-2800  Fax 651-458-2897  Equal Opportunity Employer MINUTES COTTAGE GROVE CITY COUNCIL October 18, 2023 COUNCIL CHAMBER 12800 RAVINE PARKWAY SOUTH REGULAR MEETING - 7:00 P.M COUNCIL CHAMBER 1. CALL TO ORDER The City Council of the City of Cottage Grove, Washington County, Minnesota, held a regular meeting on October 18, 2023, at Cottage Grove City Hall, 12800 Ravine Parkway. Mayor Bailey called the meeting to order at 7:00 p.m. He noted in accordance with the requirements of Minnesota Statute Section 13D.02, Council Member Tony Khambata will appear remotely via interactive technology from the following public location: Hilton Garden Inn Conference Room, 101 East Hiawatha Drive, Wisconsin Dells, Wisconsin, 53965. 2. PLEDGE OF ALLEGIANCE The audience, staff, and City Council Members stood and recited the Pledge of Allegiance. 3. ROLL CALL City Clerk Tammy Anderson called the roll: Mayor Bailey - Here; Council Member Khambata - Here; Council Member Olsen - Here; Council Member Thiede - Here. Also present: Jennifer Levitt, City Administrator; Amanda Johnson, Assistant City Attorney-LeVander, Gillen & Miller, PA; Tammy Anderson, City Clerk; Ryan Burfeind, Public Works Director; Gretchen Larson, Economic Development Director/Acting Communications Director; Zac Dockter, Parks and Rec Director; Joe Fischbach, HR Manager; Pete Koerner, Public Safety Director; Brenda Malinowski, Finance Director; Amanda Meyer, City Engineer; Mike Mrosla, Senior Planner; Emily Schmitz, Community Development Director. 4. OPEN FORUM Mayor Bailey opened the Open Forum. He stated Robert Ebennga, 6999 East Point Douglas Road, had signed up to speak. Mayor Bailey asked him to step to the podium, and noted Mr.Ebennga had some concerns about sidewalks. City Council Meeting Minutes October 18, 2023 Page 2 Robert stated he brought in a photo of what he’s talking about on his tablet so Council could see what he was talking about so there’s no misconception about what he’s doing, because it’s pretty serious and we have to fix it. He handed his tablet to Director Burfeind, who showed the photo to the Council. He stated he lives at 6999 East Point Douglas Road, in the Dominium’s property, and there’s a sidewalk that runs on the opposite side of the road from Dominium property. It’s a City property, and it’s a sidewalk that the City should be maintaining, not left like it is. This has been this way for over a year now, with that hole in the sidewalk. He guesses what the City is looking for is one big lawsuit by not fixing it, and it costs maybe $20 to send a man out there to put something in it. There’s no excuse for that hole to be there for over a year when you have nothing but senior citizens walking in that area 24 hours a day, 7 days a week, with cats and dogs. When they run, you don’t know where they’re going to run to, and you’re going to have somebody fall in that hole, and you better have deep pockets because you will need them. Thank you, I wish you could get that done in the next 48 hours before somebody does get hurt. Mayor Bailey stated Council Member Thiede had a question for Robert. Council Member Thiede asked Robert if he had actually brought this photo to anybody in the City to let them know. Robert said he has brought it to nobody at the City, he’s just bringing it to your attention now. Mayor Bailey told Robert that we have his information. Once we get feedback from our Public Works teams on what they’re going to do about this or why it’s there, what they’ll do is provide their feedback to you and directly to the Council so you’ll know what’s going on. Robert said have Tammy email me, he thought she had his email address over there. Mayor Bailey stated absolutely. Council Member Olsen and Mayor Bailey both thanked Robert for letting us know, to which Robert replied thank you. As no one else wished to address the Council, Mayor Bailey closed the Open Forum. 5. ADOPTION OF AGENDA Council Member Thiede made a motion to approve the agenda; second by Council Member Olsen. Clerk Anderson called the roll: Council Member Khambata-Aye, Council Member Thiede-Aye, Council Member Olsen-Aye, Mayor Bailey-Aye. Motion carried: 4-0. 6. PRESENTATIONS A. Washington County Food Scrap Program Staff Recommendation: Receive the Washington County Food Scrap Program Presentation. City Council Meeting Minutes October 18, 2023 Page 3 Mayor Bailey stated Washington County Commissioner Karla Bigham is here to start the introductions of guests from Washington County, who are here tonight. Commissioner Bigham thanked Council the opportunity to speak here tonight. For the last few months, we’ve been in a pilot phase of a specific area of our community, Newport, North St. Paul, and Maplewood. She’s here to announce that every resident in Cottage Grove and the other three communities can now participate in this amazing program. She gave a shout out to the staff, who have been out all summer and fall at various events, including Fire Department open houses, booyas, and they’re still not done; they still have more events to attend to just talk about this program and get citizen feedback. She thinks that’s really made a lot of difference. We’ve been promoting this on social media, so she encouraged residents to also check that out. She has staff here, as well as some starter kits, the cost is under $5. For Cottage Grove, Newport, North St. Paul, Maplewood, and Washington County residents, the starter kits will be available in Newport. Commissioner Bigham turned the presentation over to Anna Lee Garletz, who is here to talk about the details and give some feedback about the website. Anna stated she is with Ramsey-Washington Recycling and Energy and is the supervisor of this Food Scraps pickup program. As Commissioner Bigham mentioned, she’ll run through a little bit about how the program works, how easy it is to sign up, and if there are any Cottage Grove residents in the audience here, we have some trial kits available at the back of the program. We’d love it if they grabbed one of these, took it home, and gave it a try so that you could sign up for the program. Once you determine what size bag you would like, you can go online to order your free supply of food scrap bags. You collect your food scraps in the bag and believe it or not, you put these in the trash. They’re thicker than regular compost bags, you fill them up, tie a knot, and put it in your trash or your dumpster for collection. From there, it gets hauled away and it gets sorted out at the facility. Now that it’s fully rolled out in Cottage Grove, we did a pilot in the four communities, and we thank Cottage Grove for letting us do the pilot, as you were kind of a guinea pig as we were learning about the program and how it works. We piloted it with a total of a little over 2,000 people, they were given the opportunity to participate in the pilot program, and we were able to gather a lot of information. There are lots of moving parts for the program, we learned about customer service, worked with haulers, worked on ordering and delivery. We developed a website and worked with staff and vendors. From that, we were able to identify education; we were able to do a lot of testing and a lot of learning. All households should have received a postcard, and they’ll soon start seeing geo-targeted ads letting them know that they’re eligible for the program and can sign up. We’ve also attended community events, and if City Council Members know of any other future events, we’d love to attend those. If you think there’s a good opportunity, please let us know. There are a lot of resources that we have available if there are any questions that people have, we have a phone number that people can call, which is on the website, and information is available in five different languages. We have videos, instructions, and different notifications that people can opt into. Right now, as of September 29, 2023, we have just under 5% of the eligible population in these communities signed up. City Council Meeting Minutes October 18, 2023 Page 4 We’re excited to see more participants rolling in each day. Food scraps make up about 20% of the waste that goes into the trash; so, by participating in the program, we’re keeping that amount out of the trash. She knows Council has a busy agenda tonight, so she’ll stand for any questions if there are any. Mayor Bailey thanked Anna for being here tonight and Commissioner Bigham for kind of spearheading this for our neighborhood communities in this part of Washington County. He had the opportunity a couple months ago to take a tour of the Newport facility to see how that technology works, the machine that picks these bags out of the trash was unbelievable to him, the artificial intelligence was pretty amazing. He definitely encourages everyone to sign up and help reduce the amount of product that goes into our landfills, as the ultimate goal here is better composting of this kind of product. He spoke with Commissioner Bigham about what that means from a future standpoint if we can get more and more people to do this, so he thinks that’s great. Council Member Khambata stated he’s just happy to see that this has taken off. He remembers the first time Commissioner Bigham came here to discuss this project with us, and he’s glad to see it’s getting rolled out on a larger scale. Council Member Thiede stated we have the Monster Bash parade coming up on October 28, and if you go to the Strawberry Fest site, you can get signed up if you want to walk down the street and have people hand out trial kits, you can let him know. Anna stated we can talk about that; maybe Commissioner Bigham wants to do that. Mayor Bailey stated he knows Commissioner Bigham is going to be there. Mayor Bailey thanked Anna again for coming here to share this information with us. He asked if somewhere down the road she can work with our staff to come here to give us an update to let us know how successful this is so that we can continue to push this out into the community for the betterment of everyone. Anna stated she would appreciate that opportunity; she’d love to get the word out about how many people are using it, if there are any tips and tricks that we’re learning along the way, and just share the successes of the program with people. She thanked the Council for their time. 7. CONSENT AGENDA A. Approve the September 20, 2023 City Council Special Meeting Minutes. B. Approve the September 20, 2023 City Council Regular Meeting Minutes. C. Approve the issuance of rental licenses to the properties in the attached table. D. Approve the Mayor’s Commission Appointments, as follows: Mayor Pro Tem & Economic Development Authority - Tony Khambata, Investment Committee - Dave Thiede, and Cottage Grove Convention and Visitors Bureau Chair - Justin Olsen. City Council Meeting Minutes October 18, 2023 Page 5 E. Appoint Council Member Olsen as Chairman of the CVB. Appoint Erik Olson and Sarah Grecula to fill the two vacant positions on the CVB Board. F. Approve two additional Sergeant positions for the 2024 budget. G. Authorize Public Safety to trade in surplus equipment to Guardian Fleet Safety. H. Adopt Resolution 2023-134 authorizing the use of seven of the City’s SAC credits for Dunkin’/Baskin Robbins that will be located at 7584 80th Street South. I. Adopt Resolution 2023-134 approving the plans and specifications and establishing a November 21, 2023 bid date for the Utilities and Engineering Division Building Project. J. Glacial Valley Park-Approve Change Order #2, thereby increasing the contract amount by $52,244.50 for a total contract amount of $2,595,136.44. Council Member Olsen wished to pull Item E, Appointments to the Convention and Visitors Bureau, and Mayor Bailey pulled Item D, Commission Appointments, for further comment and/or discussion. Council Member Olsen stated as we’re currently one Council Member down at the moment, as everybody is keenly aware Council Member Steve Dennis provided his resignation at our last meeting. Of course, as sad as we are to see Steve move on, we certainly have to continue doing business. Part of that is ensuring that we have a full roster on each of our various City Commissions; that includes the Convention and Visitors Bureau, which is a relatively new entity. Council Member Dennis was the Chair of the Convention and Visitors Bureau, and I have been the Vice Chair since its inception. Mayor Bailey has been kind enough to offer to have me as the Chair, so, I will graciously accept that opportunity. Council Member Olsen also took a moment to congratulate two new appointees to the Convention and Visitors Bureau: One is Erik Olson, and Council Member Olsen knows Erik and his wife, Jenny, very well as Jenny serves on our Public Services Commission. They are both tremendous people, and Erik will be a great addition to the Convention and Visitors Bureau Board. The second appointee is Sarah Grecula. He welcomed Sarah and Erik to the Board, and he looks forward to having both of them at our next meeting. Mayor Bailey stated with Council Member Dennis no longer on the Council, there were three positions available, one that Council Member Olsen just mentioned, on which we’re doing temporary appointments. What will end up happening in December is he will reset appointments for Council Members; he’s assuming by then we’ll have another Council Member appointed. Just so the public is aware, his recommendation is the Mayor Pro Tem and the Economic Development Authority person will be Council Member Khambata, the Investment Committee will be Council Member Thiede, and as mentioned earlier, the Cottage Grove Convention and Visitors Bureau Chair will be City Council Meeting Minutes October 18, 2023 Page 6 Council Member Olsen. He wanted to advise the public of those appointments through the end of the year. Motion by Council Member Olsen to approve the Consent Agenda; second by Council Member Thiede. Clerk Anderson called the roll: Council Member Khambata-Aye, Council Member Thiede-Aye, Council Member Olsen-Aye, Mayor Bailey-Aye. Motion carried: 4-0. 8. APPROVE DISBURSEMENTS A. Approve payments for the period of 9-28-2023 through 10-12-2023 in the amount of $2,319,129.40. Motion by Council Member Olsen to approve disbursements; second by Council Member Thiede. Clerk Anderson called the roll: Council Member Khambata-Aye, Council Member Thiede-Aye, Council Member Olsen-Aye, Mayor Bailey-Aye. Motion carried: 4-0. 9. PUBLIC HEARINGS A. 2023 Pavement Management Assessment Hearing Staff Recommendation: 1) Conduct the Public Hearing for the 2023 Pavement Management Project. 2) Adopt Resolution 2023-131, Adopting the Assessment Roll for the 2023 Pavement Management Project. Director Burfeind stated for tonight’s public hearing he’ll first run through the work that we did, look at some outcomes and final photos, and those final costs and assessments. We always like to show our Pavement Management history map, which dates back to 1995; this neighborhood was actually the 1996 Pavement Management Project, which we talked about when the project was ordered last winter. It’s a long process that we do to keep our roads in good condition. Part of that with our policy is assessments to the property owners within the project area. He displayed a map of the 2023 Pavement Management Area; all the roads in blue are the streets that were rehabilitated this year with a full new pavement replacement, spot curb replacement, and spot utility repairs. The neighborhood itself has been around for quite some time, longer than the pavements and utilities; so, they’re actually a lot older than our average neighborhood, so utility costs were a little bit higher than usual, which was anticipated just based on the age of the neighborhood. Director Burfeind displayed some before and after photos; in the before photos, there was lots of patching and lots of issues around the manhole covers. You can see some of the thin overlays that Public Works staff had done many years ago to kind of hold that road together. Also, there is a lot of alligator cracking, so, you’ll see some on 80th Street, the frontage road, and Homestead Avenue, as well as the after photo of that finished new pavement. On Hemingway Avenue and Hyde Court those are very similar City Council Meeting Minutes October 18, 2023 Page 7 with very poor road condition going into the project, and then there’s the new asphalt with spot curb repairs upon completion. Funding Breakdown: Our total project cost ended up being just over $3.4 million. There are four utility funds that pay for part of that; all of those utilities are assessable, so, a portion of those utility costs are in the assessment. The remainder is picked up by the utility funds. The General Levy picks up a good portion of the project, just over $1.5 million. The total assessments, if they are adopted tonight, are $1,326,125.36. Director Burfeind displayed a map of all of the Assessable Properties. Everything in green are all the single family residential properties, which total 308. There are a few park properties, and the City pays that portion of the road that’s adjacent to a park property; that’s no different than a private property owner would. There’s also a church at 8300 Hyde Avenue. Assessment Information: 308 Assessable Residential Buildable Lot Equivalent (RBLE) units; an RBLE is one single family unit. Based on the estimates when we ordered the project on the feasibility report, the calculation for the assessment was just under $5,000. We did multiple Special Benefit Appraisals on a wide variety of those single- family units, and they ranged from $5,800 to $7,100, so they supported the proposed assessment. We do the Special Benefit Appraisal because we do not want to assess more than that amount. With those project costs coming in lower, which is a good thing, the actual assessment proposed is $4,234.50; so, that’s about $730 lower than what was proposed last winter. Over 15 years, the average annual payment if it were to go to the taxes and be assessed is just under $400. As mentioned, there was one assessable religious institution, and the estimated assessment, based on the feasibility report, was $43,733.08. We did the recalculation based on the final project cost, which dropped it to $37,291.57. The Special Benefit Appraisal only supported $21,900, which was also stated at the public hearing last winter, so that caps the assessment. We do not assess more than the Special Benefit Appraisal, so their assessment amount is proposed at $21,900. Assessment Terms: If the terms are adopted tonight, if they’re paid within the first 30 days, which would be November 17, 2023, there is no interest charged. Otherwise, it does go onto the taxes payable over 15 years. The interest rate is 1.5% above the bond rate; so, we’re looking at an interest rate of 5%. Partial payment is allowed in that first 30 days, with a minimum of $500. Deferral is available for a few things: Disability, military, and those 65 years of age or older. Proof is needed for deferral, and interest still accrues during the deferral period. If residents have specific questions on those, Director Burfeind stated he and our Finance Department can work with them. Assessment Objection: Director Burfeind noted we received one Assessment Objection letter on October 10, 2023, from Hope Community Church, 8300 Hyde Avenue. We received that letter ahead of this meeting, which follows the requirements of the State Statute. If the assessments are ordered tonight, they would have to perfect that appeal; there are a few more steps they’d have to do with the District Court and with the City City Council Meeting Minutes October 18, 2023 Page 8 Clerk, and we can discuss those events if that moves forward. He just wanted to make note that we received that objection letter. Mayor Bailey asked Council if they had any questions for Director Burfeind at this time, before he opens the public hearing. Council Member Olsen thanked Director Burfeind for his presentation and the information. He knows you and I and the Mayor actually spent some time in this neighborhood, along with our Streets Supervisor, Gary Orloff, looking at the condition of the road and trying to gauge what we needed to do and when we needed to do it, as we had some neighbors who reached out. He’s been in the neighborhood recently and it is a night and day difference, it’s unbelievable, and that work was needed in a big way. He said Director Burfeind mentioned some of the infrastructure relative to utilities; obviously, that neighborhood is a little bit older, it has been through a couple of these now, in the 1990s and now today. He asked Director Burfeind to give a little insight as to what exactly, from a utilities perspective, a neighborhood like this presents that is a little bit more challenging, based on the age. Obviously, when the roads are dug up, it’s a lot easier to get to various utilities, but he asked Director Burfeind to help people understand what the improvements really are. Director Burfeind stated before any project, we do a lot of utility investigations; we’re doing televising of all the pipes in the ground, we look at all the watermain, the valve bolts to see if they’re in good condition, we recondition the hydrants, and we look at all the structures. So, based on all of that, we come up with a scope of work to include in the project; like you said, now is the time to do it. There were no wholesale utility replacements needed, which is good, because that’s extremely costly if you have to replace all the watermain or all the sanitary sewer. What we found and what we’d expect is just more cracked pipes, so we have to do what’s called a short liner; so, it’s a more cost effective way to do it where we actually line the pipe and you don’t replace the entire structure. With the manholes and such, we’re making sure all the lids and the castings are at all the right location height and they’re not leaking; you see them sucking all the road into it with all the patching going on, so we do a lot of additional mudding in the structure and rehabbing all the concrete and then some lining of the catch basins as well. The trouble is when they start to break down, they pull the road in and all the material right into it; so, that’s what we’re fixing. With that, we also recondition all the hydrants and we also did a bunch of streetlight work. Council Member Olsen stated he knows that in the past few years, we’ve changed our approach to pavement management to some degree where in addition to doing these sorts of projects, at about a 15-year lifespan or so, we do what’s called a Mill and Overlay on these projects to help them last longer. Director Burfeind has previously talked about that with the Council, but he asked him to briefly remind people of what the new process looks like because it will definitely help extend the life of this road. That means that anybody paying an assessment is going to get a lot more bang for their buck because they don’t pay anything for that Mill and Overlay. He asked Director Burfeind to briefly walk us through that. City Council Meeting Minutes October 18, 2023 Page 9 Director Burfeind stated in the past, it was sealcoating applications, which worked really well, but as pavements change, MnDOT makes changes to it, and some of those become less effective. So, that’s where we’re seeing this pavement management right now, at around 27 years, this one was right on 27 years; some of them have a bit more of a range, 22-to-30 years, in that neighborhood. Our goal with the Mill and Overlay is at that 15-to-16 year mark, we’re going to do that Mill and Overlay with those funds that we have to replace that top 1.5 inches of the asphalt. We will also do that thin overlay method, like we’ve talked about, that’s done inhouse by our staff with no assessment, hopefully around 30 years of life. That will then push these roads out for an actual full replacement project closer to 40 years, which is our goal. We’re just starting that now, and then we’ll see how we can meet those goals. So far, it’s worked well; the Mill and Overlays have been a great process, and they’re just very cost efficient. We don’t do a lot of other work, we just take that pavement off, put the new stuff down, and we’re in and out in about two weeks. Council Member Olsen stated unlike a project of this nature, there’s no assessment for that, there’s no cost to the resident in the neighborhood for that; Director Burfeind stated that’s correct. Council Member Olsen stated he likes having Director Burfeind talk about that because the major benefit is our roads are going to last longer. You’ll pay your assessment today, and in the past you might be paying again in 27-to-30 years, if we were lucky. Now, we’re looking at a 40-year lifespan, so that’s pretty fantastic. Council Member Olsen stated finally, this is a legal process; assessments are a legal process, we’re bound by State Statute as it relates to this. You mentioned that there are some opportunities for people to have deferrals, so, he appreciates Director Burfeind bringing that up because those options exist for a reason. We want people to know that they’re there. Every time we do one of these, there are always a few who are eligible for that deferral, and we want to make sure they have the correct information. He thanked Director Burfeind. Mayor Bailey opened the public hearing. If anybody wants to speak on this item or maybe object to the assessments, they are welcome to do so at this time. As no one spoke on this topic, Mayor Bailey closed the public hearing. Motion by Council Member Olsen to Adopt Resolution 2023-131, Adopting the Assessment Roll for the 2023 Pavement Management Project; second by Council Member Khambata. Mayor Bailey asked if there was any further discussion. Council Member Olsen asked Mr. Dale Shank if he approved, if we were okay, as Council Member Olsen knew this was his area. He asked him if he was happy, if it looked better. Council Member Olsen stated he was a great former teacher of his. Clerk Anderson called the roll: Council Member Khambata-Aye, Council Member Thiede-Aye, Council Member Olsen-Aye, Mayor Bailey-Aye. Motion carried: 4-0. B. Tall Weeds Assessment Hearing City Council Meeting Minutes October 18, 2023 Page 10 Staff Recommendation: 1) Hold the Public Hearing. 2) Adopt Resolution 2023-132, Adopting service charges for the removal of noxious weeds and plants from private property. Brenda Malinowski, Finance Director, stated tonight you’ll be holding a public hearing for the removal of noxious weeds and plants from private property; that is in accordance with our City Code. Specifically, it is unlawful to allow or permit any growth of weeds, grass, brush, or other rank vegetation to a height greater than eight inches. In 2023, our City Code Enforcement Officer issued 36 letters to property owners for violations of that Code. The owners were given five days to abate that condition, or else the letter stated that the City would come in, abate the condition, and invoice the property for that amount. In five instances, the City had to hire a contractor to mow the lawn, and then we invoiced those properties for the cost of that lawnmowing and the administrative fee. On four occasions on those invoices, they did not pay the City; so, City Council at your meeting on September 20, 2023, declared costs and we sent assessment notices to those property owners. One property since that time has paid, so we removed that from the roll this evening. Council should hold the public hearing and consider the assessment. If you do adopt the assessment, if it’s not paid in the next 30 days, it will be certified to their property taxes next year. She noted of the three that are on the roll this evening, we received payment this week on one of them; so, they will already be paying in the 30 days, and so they will not be certified to the property taxes. Mayor Bailey opened the public hearing. As no one wished to speak on this topic, Mayor Bailey closed the public hearing. Motion by Council Member Thiede to Adopt Resolution 2023-132, Adopting service charges for the removal of noxious weeds and plants from private property; second by Council Member Olsen. Clerk Anderson called the roll: Council Member Khambata-Aye, Council Member Thiede-Aye, Council Member Olsen-Aye, Mayor Bailey-Aye. Motion carried: 4-0. C. Street Reconstruction and Overlay Plan Public Hearing Staff Recommendation: 1) Conduct the Public Hearing for the Street Reconstruction and Overlay Plan. 2) Adopt Resolution 2023-133 Adopting a Street Reconstruction and Overlay Plan and approving the issuance of General Obligation Street Reconstruction Bonds. Director Malinowski stated earlier this year we did the 10-year Financial Management Plan (FMP). The things that it incorporated were our operating budget, staffing, equipment replacement, pavement management programs, so the assessment hearing we had this evening, and another portion was Street Reconstruction Projects. Those are projects such as East Point Douglas Road and 80th Street, so we incorporated the debt payments for those projects that needed to be done for streets into our FMP. So, now we have the opportunity to do a Street Reconstruction Overlay Plan based on our FMP. City Council Meeting Minutes October 18, 2023 Page 11 Since this is the first time that the City has followed this process, Ehlers assisted us in preparation of the plan; Keith Dahl from Ehlers is here to review it with you and take any questions. Mayor Bailey welcomed Keith Dahl. Mr. Dahl stated before Council tonight is the Street Reconstruction and Overlay Plan, more commonly referred to as an SROP. It lays out the revenues and expenses for the projects that we have identified in that plan over a five-year horizon; so, we’re looking from 2024 to 2028. This hasn’t been the traditional approach that the City has taken on street reconstruction projects; typically, you use the assessment process with the improvement bonds, but this is another option if you’re not able to achieve that 20% of project costs being assessed against benefitting property owners. With an SROP, you are able to assess, but if that assessment amount is under that 20%, that’s when this approach comes in handy. Now, it is subject to a 30-day reverse referendum; that means after we hold the public hearing and take comments, if the City Clerk receives a petition from signatures of 5% of the voters from the last general election, this item would go for a referendum vote. With that, just looking at what the revenues and the expenses are and going off of what was in the FMP and the CIP, we added some inflation to account for time, anticipating that costs may rise over this five- year horizon. We also accounted for some contingency. On the amount that we would potentially issue for bonds, this is a not to exceed amount; so, the amount that you end up issuing for these various years could be less. It does not require or commit the City Council to issuing bonds of that size, it’s just a maximum amount. We also incorporated the cost of issuance, capitalized interest, and underwriter discount in that size. So, that’s just a high level general overview of the SROP. He will turn it back over to the Mayor for any questions that he or the Council may have. Mayor Bailey stated the general public may not know that we’ve actually been discussing this program in our workshop sessions, so it’s different for Cottage Grove than what we’ve done in the past. In his opinion, it’s a great planning tool to foresee needs, budget wise, going into the future. As there were no questions from the Council, Mayor Bailey opened the public hearing. He stated anybody who wants to speak on this item is now welcome to do so. As nobody wished to speak on this topic, Mayor Bailey closed the public hearing. Motion by Council Member Olsen to Adopt Resolution 2023-133 Adopting a Street Reconstruction and Overlay Plan and approving the issuance of General Obligation Street Reconstruction Bonds; second by Council Member Khambata. Clerk Anderson called the roll: Council Member Khambata-Aye, Council Member Thiede-Aye, Council Member Olsen-Aye, Mayor Bailey-Aye. Motion carried: 4-0. 10. BID AWARDS - None. 11. REGULAR AGENDA City Council Meeting Minutes October 18, 2023 Page 12 A. Cannabis and Tobacco Use on Public Property & Public Places Staff Recommendation: Discuss the ordinances and, if acceptable, move each ordinance separately for approval. 1) Motion to approve an Ordinance Amending Cottage Grove City Code by Enacting Title 5, Chapter 1, Section 6, Prohibiting Cannabis Use on Public Property and in Public Places. 2) Motion to approve an Ordinance Amending Cottage Grove City Code by Amending Title 7, Chapter 3, Section 4, Prohibiting Smoking and Vaping Tobacco Products in Public Parks. 3) Motion to approve an Ordinance Amending Cottage Grove City Code by Enacting Title 5, Chapter 1, Section 7, Underage Possession and Use of Cannabis Products. Kori Land, City Attorney, stated we’re dealing with the legislation that was bestowed upon us in May. In July, we talked about a moratorium, public use of cannabis in public places. In August, Council adopted a moratorium, but you didn’t want to take action on a public place ordinance at that time prohibiting the use of cannabis in public places; instead, you wanted to hear some feedback from other commissions, to hear what the residents think about things that you are making policy level decisions about. In September, we held a Joint Commission meeting with the Parks Commission and the Public Service Commission to talk about these three cannabis-related topics. Tobacco is not a cannabis topic, but it was sort of an outflow from the discussion. At that September 11 meeting, we had a pretty good turnout from both of those commissions. In general, more than a majority supported all three ordinances: The first one is prohibiting smoking and vaping of cannabis in public places; the second is they felt like tobacco use, smoking and vaping, should be treated the same because it’s a public health issue; third, the Statute does not provide a penalty for underage use of cannabis, and they overwhelming supported that there should be a penalty. So, we’ll go through each of those ordinances, which have been prepared separately; they are three different sections of the Code, but she felt like Council really needed to discuss them and approve them as separate ordinances instead of packaging them in one. As you know, the State law indicates that the use of cannabis is restricted to certain places, it is only allowed in: 1) A private home, inside or outside your yard, your curtilage, which is considered areas that the general public could cross, such as your driveway or your sidewalk to get to your front door; 2) Private property with permission of the owner; or 3) Any business that has an on-site consumption license, which there are none because that can only be issued from the Office of Cannabis Management, and that will not be operational until 2025. However, there are the two caveats in the yes, they can smoke or vape in these three locations, but it must be outside the presence of a minor and it cannot violate the Clean Indoor Air Act. Again, there’s no penalty in the Statute, so that’s what we are discussing. The legislation does state the City can provide a penalty and prohibit public places, but the penalty can be no more than a petty misdemeanor. So, the way we’ve defined public places in this ordinance is that it is property generally open to or accessible by the public, and it includes public property. Public property is defined as it is owned by the City; so, that can be real property, buildings, City Council Meeting Minutes October 18, 2023 Page 13 parking lots, Rights-of-Way, trails, and sidewalks. So, smoking and vaping of cannabis of the adult use version of cannabis would be prohibited in public places, any place generally accessible to the public, as well as on public property. We recommend adopting an ordinance prohibiting smoking or vaping of cannabis on public property and in public places; the violation would be a petty misdemeanor, and the fine would be $100. This would be what we call a payable ticket, so if someone were to receive a citation for this, they can pay it and it does not show up on any kind of a criminal history; it’s like getting a parking ticket. Failure to pay it is where you get into trouble, but a petty misdemeanor is not intended to have any kind of criminal consequences. You wanted the Parks Commission and the Public Services Commission to weigh on whether or not we should prohibit tobacco smoking and vaping in our public parks; even though it hasn’t been an issue, it’s a public health issue, just as smoking and vaping of cannabis is a public health issue. The Joint Committee meeting recommended adopting an ordinance prohibiting the smoking and vaping of tobacco in public parks; so, it’s not as broad as the smoking and vaping of cannabis, it’s restricted to just public parks, but they felt that River Oaks was sort of a separate kind of park. It’s not really a park because you have to pay to play; so, that’s more of a venue than it is a park. The violation would be the same, however, as the cannabis smoking and vaping; it would be a petty misdemeanor, and the fine would be $100. As far as underage use, it is illegal for anyone under the age of 21 to use any form of cannabis, whether it’s a 0.3% or less or 0.3% or more, it is illegal, but again, the legislature decided not to punish the children and so there’s no penalty if they violate. So, we are recommending adopting an ordinance prohibiting underage possession and use of cannabis products, so it’s anyone under the age of 21; the penalty should mirror the State law on Underage Consumption of Alcohol, as both are intoxicating substances, and violations would be a misdemeanor but the fine would be $100. Anyone under age 18 is going to qualify for a diversion program; anyone between 18 and 21, it’s like getting an Underage Consumption ticket when you’re in college, so that’s the penalty, it would be a misdemeanor. We are recommending you discuss all three ordinances and recommending approval, but discuss and approve them separately. Mayor Bailey asked if Council had any questions for Attorney Land. Council Member Khambata stated when researching these ordinances, he’s sure she compared them against other municipalities and other case law. He asked if there’s any reason to think that by adopting these ordinances, they may be challenged by an individual for their constitutionality or overreach. Attorney Land replied given its similarity to a prohibition on tobacco use in a park, and she’s not aware of any challenges to those ordinances under a public health, safety, welfare sort of justification, she feels like that’s a pretty solid ground. Prohibiting use of cannabis in public places is specifically authorized in the legislation; it says cities can, and it is prohibited in public places. Please don’t misunderstand, it is not allowed in public places today, but there’s no penalty. So, unless you say it out loud in your City Council Meeting Minutes October 18, 2023 Page 14 ordinance, we mean it’s not allowed and here’s how you will be punished, there’s no way to enforce it. So, that is absolutely 100% solid. Council Member Olsen thanked Attorney Land for taking the time to bring this forward. He was fortunate enough, as was Council Member Khambata, to be part of the Joint Commission Meeting, and he can state from being part of that meeting that there was overwhelming support for each of these items. He really thanked our commissioners, as we have advisory commissions to the City Council for a reason; they exist for a reason, which is we want to have as many citizen voices of varying backgrounds, experiences, points of view to come online whenever we’re dealing with challenging situations like this. Their job is to advise the City Council, their job is to tell us we’ve looked at this, this is what we think, this is what we recommend that you do; ultimately, it’s our decision, we’re the ones who have to make the call, but it’s always helpful to have input from as many people as we had in that commission meeting, and it was very well attended. There were a lot of great questions, a lot of great dialogue; he complimented all of the commission members and the various staff liaisons who were in the building for that meeting. He thought the outcome of that was pretty solid, so he’s certainly in support of all of these recommendations, based on the fact that this is also what the commissions brought forth to us. He wants to really give them the credit they deserve for helping us with this, because this was a heavy lift. Council Member Thiede stated just to be clear, this covers any type of cannabis, no matter what form its in. Attorney Land stated it is smoking and vaping of cannabis; so, if somebody’s eating a gummy bear, we’re not going to go up and try to test the gummy bear to see if it was just purchased at the local candy store or the CBD shop. It’s just smoking and vaping. Motion by Council Member Olsen to Approve an Ordinance Amending Cottage Grove City Code by Enacting Title 5, Chapter 1, Section 6, Prohibiting Cannabis Use on Public Property and in Public Places; second by Council Member Thiede. Clerk Anderson called the roll: Council Member Khambata-Aye, Council Member Thiede-Aye, Council Member Olsen-Aye, Mayor Bailey-Aye. Motion carried: 4-0. Motion by Council Member Thiede to approve an Ordinance Amending Cottage Grove City Code by Amending Title 7, Chapter 3, Section 4, Prohibiting Smoking and Vaping Tobacco Products in Public Parks; second by Council Member Khambata. Clerk Anderson called the roll: Council Member Khambata-Aye, Council Member Thiede-Aye, Council Member Olsen-Aye, Mayor Bailey-Aye. Motion carried: 4-0 Motion by Council Member Olsen to approve an Ordinance Amending Cottage Grove City Code by Enacting Title 5, Chapter 1, Section 7, Underage Possession and Use of Cannabis Products; second by Council Member Thiede. Clerk Anderson called the roll: Council Member Khambata-Aye, Council Member Thiede-Aye, Council Member Olsen- Aye, Mayor Bailey-Aye. Motion carried: 4-0. City Council Meeting Minutes October 18, 2023 Page 15 12. COUNCIL COMMENTS AND REQUESTS Council Member Khambata stated in light of the new appointments to our various volunteer commissions, he thought it was noteworthy to just give credit and give thanks to our volunteer citizens of Cottage Grove, who for no compensation, other than their goodwill, donate their time and input to our volunteer commissions. It is an essential part of what we do in shaping our ordinance and making this City run as smoothly as it does. So, thank you to all of our volunteers. Council Member Thiede stated he mentioned it a little earlier, but Saturday, October 28, is the Monster Bash parade, which starts at the starts at the School District Service Center, 7362 East Point Douglas Road, near Applebee’s, at 10:00 a.m., and ends at the District Program Center, 8400 East Point Douglas Road. It’s a fun parade, and if you go to cottagegrovestrawberryfest.com and click on the Monster Bash parade application, it will show the parade route and applications to be in the Monster Bash parade are due by Friday, October 20. Council Member Thiede stated he's pretty lucky because he doesn’t even have to wear a costume and he’s scary. Council Member Olsen stated Council Member Thiede is always a tough act to follow. Council Member Olsen took a moment to congratulate the Park High School boys soccer team, who are in the State Tournament; they are Section Champions, they won the other night, and he knows that we’re all going to get behind them as a community here in Cottage Grove. It’s always fun when we have one of our teams in the State Tournament. It’s a real honor for our community to have teams that represent us in the State Tournament. He again congratulated the Park High School boys soccer team; he hopes that at one of the future Council Meetings we can congratulate them on a State Championship, we would love that. Council Member Olsen stated you might notice that he’s wearing a shirt that says Beyond the Yellow Ribbon, and he did that on purpose. As a member of our Beyond the Yellow Ribbon team here in Cottage Grove, one of the things that we do is we support families who may be challenged with different situations related to their participation as members of our Armed Forces. One of the most difficult is when we have National Guard soldiers who get deployed, and that deployment call can come at any time. With the conflict that is currently taking place in Israel and the Gaza Strip and the Palestinian held territory, a number of National Guard soldiers from across the country have been called into active duty. Right now, the number is over 2,000, and in the State of Minnesota we have a couple of different armories who are going to be deployed because they are going to be there to support some of the aircraft carriers and other military personnel who are already there in that region. He just wanted to take a minute to ask everybody to please give some thought to the fact that we’re approaching the holiday season, and there are going to be a lot of families out there who may have mom or dad or both or aunt, uncle, son, daughter who aren’t going to be around this holiday season because of this situation. They don’t really have control over when those City Council Meeting Minutes October 18, 2023 Page 16 deployments happen. So, we’re here as part of the Beyond the Yellow Ribbon team to help support those families. If there is anybody in need that you know of, or anybody who is in need who is watching this at home, he would ask that you please reach out to our Beyond the Yellow Ribbon team. You can contact Council Member Olsen directly, just Google his name to find his email address and phone number. He is not the Justin Olsen who is an Olympic snowboarder, just so you know; he clarified he’s the other guy, but he’s willing to have that conversation with you, and we want to help those families have a great holiday season. So, please lean on us if there’s a need. Mayor Bailey stated interestingly enough, we’re actually getting into the holiday season as Council Member Olsen just mentioned, and there are all kinds of events coming up. During our first meeting in November, he told staff that maybe we want to have a review of all the upcoming holiday events between the end of November into December. There are a couple, though, before our next Council Meeting; one is the Monster Bash parade, which is a great event here in Cottage Grove. The other one is on October 25, at the Ice Arena, is the Halloween Skating Spooktacular. It’s $10 per skater, and if you need to rent skates, you can do that there, and that cost is $5. You can go to the City website to check that out. The other event is Pumpkin Chuck. Mayor Bailey stated he missed it last year, but heard it was pretty amazing; it is free and it’s at Peter Thompson Park on November 2, between 3:30 and 5:30 p.m. He encouraged anyone who likes to chuck a pumpkin to absolutely come out to Peter Thompson Park and enjoy those festivities. Mayor Bailey stated because we’re getting into November, another item he wants to mention is down at River Oaks they’ll be having an event that they’ve not had for a couple of years, the Friendsgiving. All of the Council Members have previously taken part in this, it’s an opportunity to meet with friends and family for a family-style meal. It will be held on November 10. If you want to learn more information, check out the City website or River Oaks’ website. We have a large group of two tables because once you’ve experienced this at River Oaks and the great food prepared by our chefs, and our staff members there, you’ll want to go back. It’s absolutely amazing. He can’t recall the cost of that meal, but it’s very much worth it. It’s a great event in which to participate. Mayor Bailey stated we also have additional events for the Hometown Holiday celebration at the end of November. We recently learned that the Holiday Train will be back in Cottage Grove on Sunday, December 10, at approximately 5:00 p.m. They’re excited to be back in Cottage Grove, and they’ll be celebrating 40 years. Council Member Olsen asked if they will again be doing the collection of paper goods, etc. for the Holiday Train; Mayor Bailey stated that will take place prior to that date, and that’s why he wants to make sure that we catch all those things and share the other events with the public. 13. WORKSHOPS - OPEN TO PUBLIC - None. 14. WORKSHOPS - CLOSED TO PUBLIC - License Revocation Hearing City Council Meeting Minutes October 18, 2023 Page 17 A. Motion to close the meeting pursuant to Minnesota Statute Section 13D.05, Subd. 2(a)(2), to consider the tobacco license revocations of Cottage Grove Tobacco, LLC and Cottage Grove 4G LLC, doing business as Smoke Leaf, which will involve the discussion of active investigative data as defined in Minnesota Statute Section 13.82, Subd. 7. Mayor Bailey stated this hearing is closed to the public. Once the discussions have taken place between the Council, staff, and the representatives, we will then open the meeting in the Training Room so that the public can hear what decision has been made. Council will also adjourn this meeting from the Training Room after that hearing. 15. ADJOURNMENT Motion by Council Member Olsen, second by Council Member Thiede, to adjourn the meeting at 9:34 p.m. Motion carried: 4-0. Minutes prepared by Judy Graf and reviewed by Tamara Anderson, City Clerk 1 City Council Action Request 7.D. Meeting Date 11/1/2023 Department Community Development Agenda Category Action Item Title Advisory Committee on Historic Preservation Minutes Staff Recommendation Accept and place on file the minutes of the Advisory Committee on Historic Preservation from March 14, 2023; April 11, 2023; and August 8, 2023. Budget Implication N/A Attachments 1. ACHP Meeting Minutes 2023-03-14 2. ACHP Meeting Minutes 2023-04-11 3. ACHP Meeting Minutes 2023-08-08 MINUTES CITY OF COTTAGE GROVE ADVISORY COMMITTEE ON HISTORIC PRESERVATION March 14, 2023 Pursuant to due call and notice thereof, a meeting of the Advisory Committee on Historic Preserva - tion was duly held at the Cottage Grove City Hall, 12800 Ravine Parkway South, Cottage Grove, Minnesota, on the 14th day of March, 2023. CALL TO ORDER Chair Herb Reckinger called the meeting to order at 7:01 p.m. ROLL CALL MEMBERS PRESENT: Herb Reckinger, Corinne Marz, Tony Brinkman, Linda Johnston MEMBERS ABSENT: Jacob Grundauser, Joseph Gall, Marie Sumstine OTHERS PRESENT: Councilmember Dave Thiede, Mike Mrosla, Senior Planner, Conner Jakes, Associate Planner; Lisa Hartfield, Citizen. APROVAL OF THE AGENDA Motion made by Marz to approve the Agenda with no changes. Johnston seconded. The motion passed unanimously (4-0). OPEN FORUM No one spoke. ACTION ITEMS Committee Terms Mrosla stated the newly adopted City Code has changed term length for committees and total number of members on the committee to seven members from the previous eight members. He then proceeded to inform the committee members on their term length and remaining time available to serve on the committee. Councilmember Thiede spoke about inclusion and inviting others to attend the meetings and participate even if there is not room on the committee as a committee member. No additional action was taken. Advisory Committee on Historic Preservation Minutes March 14, 2023 Page 2 of 4 Review 2023 Meeting Schedule Discussion Mrosla summarized the memo and opened for discussion on the meeting start time. Johnston stated she wouldn’t mind an earlier start time of 5pm and it would help staff not be required to stay late for the meeting. Reckinger and Marz agreed. Brinkman stated a 5pm start time would be difficult due to personal life and proposed a 6pm meeting start time. Councilmember Thiede agreed that a 6pm start time would be a good option as he would be able to attend as well. Johnston made a motion to approve a 6pm start time for future ACHP meetings. Marz seconded. The motion was approved unanimously (4-0). William Crockett Fields at Hamlet Park Plaque Ceremony Discussion Mrosla summarized the memo and opened for discussion for a date and time of the commemoration of the Crockett Plaque. Reckinger stated that Crockett’s sister Gail is open to either April 15 or April 22, but would prefer April 22. Reckinger showed the committee a wall hanging that will be presented to Gail at the commemoration. The committee came to a consensus that April 22 would be the date for the meeting. Johnston suggested a 10am start time for the commemoration so that Gail and others could drive around the City after the event is over, all agreed. Reckinger asked whether the name will still be Crockett Fields, staff stated they will follow- up with Parks Director Dockter to confirm. April 22 at 10 am was agreed to as the date and time for the William Crockett Commemoration Event. No further action was taken on this item. Preservationist of the Year Discussion Mrosla summarized the memo and opened for discussion on whether to allow residents to nominate potential recipients for Historic Preservationist of the Year. Reckinger asked who would select the nominee, staff responded that the ACHP would still select the recipient but residents would be able to nominate potential recipients. Reckinger asked if a small write-up could be inserted in the Cottage Grove Reports mailing, staff stated they will contact the Administration Department to verify whether the mailing dates will coordinate correctly for an insert. Brinkman asked how the process was previously completed, staff responded that the ACHP previously nominated and selected the recipient. Staff showed the previous recipients of the award. All committee members agreed to allow nominations from the residents via the City’s website. No further action was taken on this item. Historical Display Discussion Jakes summarized the memo and opened for discussion on possible display case ideas and options. Johnston responded that the display case could focus on schools and the case could rotate between different themes every 6 months. Johnston further recommended the idea of having an “old to current” section within the display case that would highlight a buildings first use up to current day. Thiede presented the idea of a digital element to the display case with voice recordings of stories of what is presented within the display case. Mrosla stated staff is currently working on a potential interactive map that would be on the City website and have a voice recorded element to it. Brinkman asked if staff has photos or where items would be assembled from. Staff responded that they would go through City files to determine what items are already available and possibly contact New History, the City’s consultant for History, for additional items and files. The committee then suggested having a portion of the display be static which would contain a timeline of Cottage Grove from beginning to current, and part of the display rotating every 6 months. The rotational portion would have a specific focus around the themes of schools, Advisory Committee on Historic Preservation Minutes March 14, 2023 Page 3 of 4 evolution of Highway 61, railroads, barns, and airplanes. Staff stated they would research within the City files to find what documentation could be used for the display and would report at the next meeting. No further action was taken on this item. DISCUSSION ITEMS Aurilla Furber Discussion Jakes summarized the memo and opened for discussion/suggestions on research locations. Reckinger suggested giving the poetry written by Ms. Furber to the County. Brinkman asked staff if they have access to ancestry.com which may contain additional information, staff responded they do not have access. Marz stated she will access her ancestry.com account and send any information that is found. Johnston stated the County Historical Society should have property records for all of the past which will help determine where she may have lived. Brinkman suggested to utilize findagrave.com which may also contain additional information for siblings. No further action was taken on this item. PROJECT UPDATES Century Homes Program Staff stated they are currently researching implementing a potential Century Homes Program. The program would allow a property owner with a century old home to enroll in the program and purchase a plaque that would be displayed on the property. Reckinger stated the County had a Century Homes Display at some time and could be a resource. Historical Context Study Staff stated they are currently working with New History on the potential to develop a Historical Context study. Brinkman asked what is contained within this document, staff responded that it is yet to be determined based on what documents have previously been created. Johnston stated it would be beneficial to focus on current history from 1975+ as many people are still alive and can give oral history. Thiede stated a small event could be held at River Oaks or a senior living location within the City to invite people to share what they know relating to historic events and people. The conversations could be recorded and documented for future use. No further action was taken on this item. Cedarhurst Staff stated there are no updates relating to the site. No further action was taken on this item. 10301 Grey Cloud Trail South Staff stated the previous developer has decided not to continue with the project and there are no further updates. No further action was taken on this item . Dodge Nature Center Remodel Staff stated a small addition is being constructed on site that would allow for additional learning opportunities and educational classes to be held on site. No further discussion was taken on this item. APROVAL OF MINUTES Advisory Committee on Historic Preservation Minutes March 14, 2023 Page 4 of 4 HISTORIC INQUIRIES, ARTICLES, AND RESEARCH INFORMATION There were none. COUNCIL LIASON COMMENTS Thiede stated a group with the University of Minnesota is conducting their capstone project on the area of Old Cottage Grove. Staff explained the project and the intent of the project. Additional information on open house time and location will be presented to the Committee. COMMITTEE COMMENTS There were none. STAFF COMMENTS There were none. ADJOURNMENT Reckinger made a motion to adjourn the meeting. Marz seconded. The motion passed unani- mously, and the meeting was adjourned at 8:29 p.m. MINUTES CITY OF COTTAGE GROVE ADVISORY COMMITTEE ON HISTORIC PRESERVATION April 11, 2023 Pursuant to due call and notice thereof, a meeting of the Advisory Committee on Historic Preserva - tion was duly held at the Cottage Grove City Hall, 12800 Ravine Parkway South, Cottage Grove, Minnesota, on the 11th day of April, 2023. CALL TO ORDER Chair Herb Reckinger called the meeting to order at 6:03 p.m. ROLL CALL MEMBERS PRESENT: Herb Reckinger, Corinne Marz, Tony Brinkman, Linda Johnston, Joseph Gall, Jacob Grundhauser, Marie Sumstine MEMBERS ABSENT: OTHERS PRESENT: Councilmember Dave Thiede, David Olson, Parks & Recreation Commission, Mike Mrosla, Senior Planner, Conner Jakes, Associate Planner APROVAL OF THE AGENDA Motion made by Gall to approve the Agenda with no changes. Brinkman seconded. The motion passed unanimously (7-0). OPEN FORUM Chair Reckinger discussed details relating to the William Crockett Plaque Ceremony. Discussion included ensuring the grounds were clean, USA Flag was raised, and invitations to members throughout the community. ACTION ITEMS Historic Preservation Month 2023 Proclamation Mrosla summarized the memo and opened for discussion. Consensus among the committee was support for the proclamation and that it was correct. No additional action was taken. Advisory Committee on Historic Preservation Minutes April 11, 2023 Page 2 of 3 Preservationist of the Year Selection Mrosla summarized the memo and opened for discussion of the preservationist of the year selection. One nominee was submitted from the online submittal portal, which was Frances “Frankie” Ratzlaff. Discussion on other potential recipients of the award included Jack Germo for his property and structure maintenance, Orrin Thompson for suburban expansion, and the Sherwin Williams property for its maintenance and general upkeep. Committee member Brinkman asked for additional information on Frankie Ratzlaff in regard to why she was nominated. Staff and Chair Reckinger responded by stating she was on the ACHP for the maximum term length at the time which was 10 years (2003-2013), very involved in historical outreach throughout Washington County, and involved in various items such as the ACHP playing cards and cookbooks. There was additional discussion on whether there could be multiple recipients, staff responded only one recipient can receive the award. Johnston made a motion to nominate Fran ces “Frankie” Ratzlaff as the 2023 Preservationist of the Year. Gall seconded. The motion was approved unanimously (7-0). Historical Context Study Era Mrosla summarized the memo and opened for discussion on the context study era. Johnston asked whether Panorama City is designated on the City’s historical nomination list. Sumstine asked whether the original police station is designated on the City’s historical nomination list. Staff stated they would further research whether each is currently designated on the City’s historical nomination list. Context study’s were discussed in detail and what the desired outcome would be. Coffee over history events were discussed where staff would hold an open house for members of the community to discuss memories about specific events of the past and to share stories, with the intent of documenting oral history. Jakes provided an in depth summary of what a context study is and the potential future phases that could occur after the study is complete. Sumstine inquired as to who would conduct the study, staff responded the City currently has a contract with New History who they have been in contact with. Councilmember Thiede inquired to whether staff has contacted any organizations for grants, staff responded they have been in contact with the Minnesota Historical Society for grant funding. Chair Reckinger stated the 1945-1990 era would be a good era to study and could potentially include the lock and dam which created many rivers by Grey Cloud. Councilmember Thiede discussed utilizing the firehouse on Lamar as a local museum to display various historical items. Brinkman recommended including 3M and Chemolite in 1948. Grundhauser made a motion to approve the proposed historical context study era of 1945 to 1990 and to move forward with grant applications to the Minnesota Historical Society. Gall seconded. The motion was approved unanimously (7-0). DISCUSSION ITEMS Historical Display Case Jakes reminded the Commission of staff’s work on the historical display case to be located outside of the Training Room in City Hall, and that research has begun on schools of the present and past throughout the community. Staff had a few schools they wanted the Commission’s input and knowledge on, which included Grove Elementary School and Nessel School. Chair Reckinger recommended utilizing the Washington County Historical Society ’s website as there is a webpage containing information on various schools of the past within Washington County. The Commission Advisory Committee on Historic Preservation Minutes April 11, 2023 Page 3 of 3 discussed the Cottage Grove School which was nicknamed the Mackintosh School after the farmers that dedicated the land for the school. No further action was taken on this item. PROJECT UPDATES William Crockett Plaque Ceremony Mrosla reminded the Commission of the William Crockett Plaque Ceremony to be held at 10am on April 22, 2023 at Hamlet Park. APROVAL OF MINUTES Approval of the March 14, 2023 meeting and April 11, 2023 meeting will occur at the June 13, 2023 meeting. HISTORIC INQUIRIES, ARTICLES, AND RESEARCH INFORMATION There were none. COUNCIL LIASON COMMENTS There were none. COMMITTEE COMMENTS Sumstine inquired how to preserve the old school building off of Point Douglas Road and Kimbro Avenue, and if it would be possible to tour. Sumstine additionally inquired as to the current status of the foundation at the Furber house. STAFF COMMENTS There were none. ADJOURNMENT Gall made a motion to adjourn the meeting. Marz seconded. The motion passed unanimously, and the meeting was adjourned at 7:45 p.m. MINUTES CITY OF COTTAGE GROVE ADVISORY COMMITTEE ON HISTORIC PRESERVATION August 8, 2023 Pursuant to due call and notice thereof, a meeting of the Advisory Committee on Historic Preserva - tion was duly held at the Cottage Grove City Hall, 12800 Ravine Parkway South, Cottage Grove, Minnesota, on the 8th day of August, 2023. CALL TO ORDER Staff Liaison Mrosla called the meeting to order at 6:15 p.m. ROLL CALL MEMBERS PRESENT: Corinne Marz, Tony Brinkman, Linda Johnston, Jacob Grundhauser, Marie Sumstine MEMBERS ABSENT: Herb Reckinger, Joseph Gall OTHERS PRESENT: Councilmember Dave Thiede; David Olson, Parks & Recreation Commission; Mike Mrosla, Senior Planner; Conner Jakes, Associate Planner; Cindy Yff, Resident; Kathy DeMarre, Resident APROVAL OF THE AGENDA Motion made by Grundhauser to approve the Agenda with no changes. Johnston seconded. The motion passed 5-0. OPEN FORUM No one spoke. ACTION ITEMS There were none. DISCUSSION ITEMS There were none. PROJECT UPDATES Advisory Committee on Historic Preservation Minutes August 8, 2023 Page 2 of 3 William Crockett Plaque Ceremony Jakes summarized the William Crockett Plaque Ceremony that occurred on April 22, 2023 at Hamlet Park. He explained the ceremony consisted of a brief history of Mr. Crockett’s life followed by the reveal of the plaque and a presentation of items to the Crockett Family. Following the presentation of items, Crockett’s sister, Gail Crockett Stanghelle, said a few words to those gath - ered. There was a great turnout of both residents and non-residents to honor Mr. Crockett and to support the Crockett Family. Crockett Fields at Hamlet Park Entrance Sign Jakes informed the Committee that the City recently installed the entrance sign at Hamlet Park which honors William Crockett and provides the name of the ball fields at Hamlet Park. He stated the sign reads, “Welcome to Crockett Fields at Hamlet Park” and that the sign contains various images that relate to Crockett’s life. Among those images are the POW/MIA flag logo, William Crockett rubbing/etching, a fighter jet, and Mr. Crockett’s life dates. Historical Display Case Jakes provided an update of the historical display case progress staff has made. He stated staff is working with the Washington County Historical Society to compile information on schools of the past, and staff is also working with ISD 833 to compile information on schools of the present. He also stated at the next meeting staff will present the compiled information for the Committee to re- view, including both photos and text. APROVAL OF MINUTES Brinkman made a comment that his last name was spelt incorrectly in both the March 14, 2023 and April 11, 2023 meeting minutes. Motion made by Grundhauser to approve the March 14, 2023 and April 11, 2023 meeting minutes pursuant to the change stated by Brinkman . Brinkman seconded. The motion passed 5-0. HISTORIC INQUIRIES, ARTICLES, AND RESEARCH INFORMATION Old People’s Home & Cemetery Mrosla stated staff was contacted by a resident, Cindy Yff, inquiring about information relating to the Old People’s Home & Cemetery located in Cottage Grove. He explained that staff met with Cindy on April 27, 2023, but could only find limited information and history on the cemetery specifi - cally. Therefore, staff and Cindy wanted to ask the Committee for any additional information/ideas on where to research the cemetery with the intent of better documenting the site’s history. Cindy spoke to the Committee summarizing her findings and ideas, photos were shared with the Committee. David Olson, Parks & Recreation Commission Liaison, stated he visited the site and spoke with other residents in order to gather information relating to the site. The Committee dis- cussed knowledge of the site further. Sumstine stated the Southern Washington County Historical Society meets on the second Saturday of each month in St. Paul Park and would be a good place to also request information relating to the site. COUNCIL LIASON COMMENTS There were none. Advisory Committee on Historic Preservation Minutes August 8, 2023 Page 3 of 3 COMMITTEE COMMENTS Grundhauser inquired as to whether there are any updates relating to the Cedarhurst property. Staff stated there is no update. Grundhauser inquired as to whether there are any updates relating to the historic Furber Barn and homestead. Staff stated there was a recent planning case that went to Council. Brinkman inquired as to whether there are any updates relating to the Mississippi Landing project. Staff stated the City now owns land adjacent to the river and that the DNR is looking to purchase additional acres. STAFF COMMENTS There were none. ADJOURNMENT Grundhauser made a motion to adjourn the meeting. Marz seconded. The motion passed unani- mously, and the meeting was adjourned. 1 City Council Action Request 7.E. Meeting Date 11/1/2023 Department Community Development Agenda Category Action Item Title Planning Commission Minutes - July 24, 2023 Staff Recommendation Accept and place on file the minutes of the July 24, 2023, Planning Commission meeting. Budget Implication N/A Attachments 1. Planning Commission Minutes 2023-07-24 City of Cottage Grove Planning Commission July 24, 2023 The Regular Meeting of the Planning Commission was held at Cottage Grove City Hall, 12800 Ravine Parkway South, Cottage Grove, Minnesota, on Monday, July 24, 2023, in the Council Chamber and telecast on Local Government Cable Channel 16. Call to Order Chair Frazier called the Planning Commission meeting to order at 7:00 p.m. Roll Call Members Present: Ken Brittain, Jessica Fisher, Evan Frazier, Eric Knable, Derek Rasmussen, Emily Stephens Members Absent: None Staff Present: Emily Schmitz, Community Development Director; Mike Mrosla, Senior Planner; Conner Jakes, Associate Planner; Amanda Meyer, City Engineer; Riley Rooney, Associate Planner; Tony Khambata, City Council Liaison Approval of Agenda Fisher made a motion to approve the agenda. Rasmussen seconded. The motion was ap- proved unanimously (6-to-0 vote). Open Forum Frazier opened the Open Forum and asked if anyone wished to address the Planning Commission on any non-agenda item. No one spoke. Frazier closed the Open Forum. Chair’s Explanation of the Public Hearing Process Frazier explained the purpose of the Planning Commission, which serves in an advisory capacity to the City Council, and that the City Council makes all final decisions. In addition, he explained the process of conducting a public hearing and requested that any person wishing to speak should go to the microphone and state their full name and address for the public record. Public Hearings and Applications 6.1 Zoning Definition Text Amendment – Case TA2023-014 The City of Cottage Grove has applied for a text amendment to remove bees, honey, chickens, ducks, and eggs from the Agricultural Use definition in City Code Title 11-1-3. Jakes summarized the staff report and recommended approval. Planning Commission Minutes – Regular Meeting July 24, 2023 Page 2 of 4 Brittain asked if staff felt there was any need to maintain a certain something in Agricultural with respect to chickens and eggs regarding if they exceed a certain number; so, if somebody wanted to do agriculture, is the new ordinance going to handle agricultural and residential uses. Jakes replied the previously adopted chicken ordinance addresses both residential and agricul - tural. Also, note we have a section in the Zoning Code for Farming Operations in both Agri - cultural and Residential Districts that would also cover both of those areas. Brittain asked if there wouldn’t be a conflict in that, that you needed to change the other ones. Jakes replied that’s correct. It’s just the cleanup here to remove chickens, ducks, and eggs. Fisher asked if there is an ordinance already written to talk about bees. Jakes replied yes, there is an ordinance currently being written by the City Attorney that will be before the Council at the August 16 Council Meeting. Knable asked if this grandfathered in any current beekeepers in the City, or how does that work if you already have bees on your property. Jakes replied to our knowledge, there is currently no beekeeping within the City; however, that would be addressed as we move forward and enact this. He would imagine that we would work through that process at that point and look into whether it is legal nonconforming, etc. and work through that with the City Attorney as well. Stephens asked if this is going to be more restrictive or more allowing of bees and beekeeping . Jakes replied the current intent is to allow them in in Residential and Agricultural Districts. There is proposed to be constraints on the number of colonies, which dictates the number of bees you can have. There are also limits on certain residential Zoning Districts; so, it would just be single - family lots, R-1 through R-4, and then there would be limits on where they are allowed. There would be additional setbacks on the colony location as well. Stephens asked if the Commission is only approving it to be removed because of where it is going. Jakes replied yes, the proposed ordinance in full would be placed in Title 5, which is under the authority of the City Council, so they would be the acting body on that. The Planning Commission’s purview is within Title 11, which is where the current definition is, so the Text Amendment before you tonight deletes bees from that, since the Planning Commission has recommendation authority within Title 9, so we would be removing the definition from there and moving that to Title 5. Fisher asked what the catalyst was for the bee editing here. It seems kind of like a random thing to be looking at. Jakes replied that maybe a month or so ago, there was interest expressed from the public at one of the Council meetings, so Council directed staff to conduct further research on whether it is plausible for bees to be within residential areas, agricultural, etc. Staff has been conducting research on that and working with the City Attorney on a proposed ordinance that will be before Council. Frazier clarified with Jakes, so everyone here and those watching at home will understand, that right now, the Zoning ordinance prevents anybody from keeping bees in residential areas. Jakes replied that’s partially correct; it would be any property over five acres in a residential area. Frazier asked by removing this, City Council will then be able to pass an ordinance that they can regulate who can keep them, but will kind of give greater access to people in the City to keep bees if they have less than five acres. Jakes replied that is correct. He also noted there would a permit/licensing process that would be issued through the City Clerk’s office, similar to the chicken and duck process. Frazier opened the public hearing. No one spoke. Frazier closed the public hearing. Planning Commission Minutes – Regular Meeting July 24, 2023 Page 3 of 4 Frazier commented he will be interested to see what the ordinance looks like because he knows his wife is one of these people who would like to keep bees, and she was always very upset that we could not do that. So, we will see how it pans out. Stephens made a motion to approve the zoning definition Text Amendment. Knable seconded. Motion passed unanimously (6-to-0 vote). 6.2 Water Resource Chapter Comp Plan Amendment – CP2023-015 The City of Cottage Grove has applied for a text and map amendment to the Wastewater Management section of Chapter 7 in the 2040 Comprehensive Plan. The amendment in- cludes the most recent calculations of future wastewater flow into the Metropolitan Council’s South Washington County Interceptor and a map update showing additional sewer connections to the interceptor within the city. Mrosla summarized the staff report and recommended approval. Rasmussen asked looking at the two maps, he sees the new connection points that they were asking for and if what is in green is the future sanitary sewer. Mrosla replied that is correct; those are the future sanitary pipelines. Frazier opened the public hearing. No one spoke. Frazier closed the public hearing. Fisher made a motion to approve the Comprehensive Plan amendment to the Water Resource Chapter. Rasmussen seconded. Motion passed unanimously (6-to-0 vote). Approval of Planning Commission Minutes of June 26, 2023 Knable made a motion to approve the minutes of the June 26, 2023, Planning Commis- sion meeting. Rasmussen seconded. Motion passed unanimously (6-to-0 vote). Reports 8.1 Recap of July 2023 City Council Meetings Schmitz welcomed Riley Rooney to our Community Development team; she was here with us last summer as our Planning Intern. There was some adjustment in staffing to open an Associ- ate Planner position, and Rooney was interested in coming back to be a part of our team. Schmitz provided a summary of actions taken at the July 19, 2023 City Council meeting. Khambata thanked the Planning Commission for all of their hard work. It is always nice to have an easy meeting, especially after some of the longer meetings we have recently had. The Coun- cil appreciates all of your hard work; we know that this is time and effort out of your day. 8.2 Response to Planning Commission Inquiries None. Planning Commission Minutes – Regular Meeting July 24, 2023 Page 4 of 4 8.3 Planning Commission Requests None. Adjournment Rasmussen made a motion to adjourn the meeting. Brittain seconded. Motion passed unanimously (6-to-0 vote). The meeting was adjourned at 7:17 p.m. 1 City Council Action Request 7.F. Meeting Date 11/1/2023 Department Community Development Agenda Category Action Item Title Approval of Rental Licenses Staff Recommendation Approve the issuance of rental licenses to the properties in the attached table. Budget Implication N/A Attachments 1. Rental License Approval CC Memo 2. Rental License Approvals Table TO: Honorable Mayor and City Council Jennifer Levitt, City Administrator FROM: Samantha Drewry, Code Enforcement Officer DATE: October 26, 2023 RE: Rental License Approvals Background/Discussion Rental licenses are required for nonowner-occupied residential properties (City Code Title 9-13, Property Maintenance, and Title 9 -14, Rental Licensing) and are issued on a biennial basis. The licensing process includes submittal of the rental license application, payment of $180, and public criminal history report. Rental inspections are conducted on all rental properties as part of the licensing process. Once all information has been sub - mitted and the inspection satisfactorily completed, the Council must approve the license prior to it being issued. The properties listed in the attached table have completed the licensing process and are ready to have their licenses issued following Council approval. Recommendation Approve the issuance of rental licenses to the properties in the attached table. 2023 RENTAL LICENSES CITY COUNCIL APPROVAL - NOVEMBER 1, 2023 RENTAL LICENSE NUMBER PROPERTY STREET #PROPERTY STREET NAME PROPERTY OWNER RENT-001878 8605 IVYWOOD AVENUE SOUTH Sayler, Amanda RENT-001902 7863 HEMINGWAY AVENUE SOUTH Washington County CDA RENT-001903 6102 IDETTE AVENUE SOUTH Garcia, David RENT-001900 8430 GOODVIEW AVENUE SOUTH Gruenewald, Melissa 1 City Council Action Request 7.G. Meeting Date 11/1/2023 Department Finance Agenda Category Resolution Title Accept Donations for 3rd Quarter 2023 Staff Recommendation Adopt Resolution 2023-137, accepting donations received in the 3rd Quarter 2023 Budget Implication N/A Attachments 1. 2023-137 Resolution 3rd Quarter 2023 Donations CITY OF COTTAGE GROVE, MINNESOTA CITY COUNCIL RESOLUTION 2023-137 RESOLUTION ACCEPTING DONATIONS RECEIVED IN THE 3rd QUARTER 2023 WHEREAS, the businesses and individuals listed below have made donations to the City of Cottage Grove between July 1, 2023 and September 30, 2023; Received From Purpose Amount Paul & Allie Schumacher EMS $500 Cottage Grove Hockey Associations 2nd Half of Glacial Valley Rink Boards $22,500 Teddy’s Heart Foundation AED at Glacial Valley Park $5,912 Pheasants Forever, Cottage Grove Chapter Archery $2,000 And WHEREAS, the City of Cottage Grove, on behalf of the EMS, Parks and Recreation Departments, gratefully accepts these donations and recommends that they be used for the proposes intended by the donors. NOW, THEREFORE, BE IT RESOLVED, by the City Council of the City of Cottage Grove, County of Washington, State of Minnesota, that the donations received in the third quarter of the 2023 fiscal year, listed in this resolution, and totaling $30,912 be accepted on behalf of the city operations that they were designated to support, with the sincere thanks of the City Council. Passed this 1st day of November 2023. __________________________ Myron Bailey, Mayor Attest: ___________________________ Tamara Anderson, City Clerk 1 City Council Action Request 7.H. Meeting Date 11/1/2023 Department Public Works Agenda Category Action Item Title Sale of Surplus Property Staff Recommendation Authorize Public Works to advertise and sell surplus property on Municibid. Budget Implication N/A Attachments 1. Memo - Cranky Ape 2023 lift To: Honorable Mayor and City Council Jennifer Levitt, City Administrator From: Adam Moshier, Facilities and Fleet Maintenance Manager Date:10/23/2023 RE:Sale of Surplus Property Introduction Staff is requesting a Mohawk drive-on hoist be sold. The vehicle hoist is from the mechanic shop at Public Works. This was replaced by a new hoist as part of the 2023 budget. Unit Number Equipment Asset Number NA Mohawk FL25 drive-on lift 3282 Requested Action Authorize Public Works to advertise and sell surplus property on Municibid. 1 City Council Action Request 7.I. Meeting Date 11/1/2023 Department Public Works Agenda Category Action Item Title F150 Lease Agreement with MN Department of Administration Staff Recommendation Approve the lease agreement for the F150 with MN Department of Administration-Fleet Services for 5 years, 85,000 miles at an estimated rate of $10,216.44 per year. Budget Implication The equipment replacement fund will have a positive balance on leasing this truck compared to purchasing it outright. The estimated lease payment is $10,216.44 per year for five years or $51,082.20 total. Attachments 1. Lease of Pickup 2. FY24 New Requisition for Leased Vehicle 3. Lease Payment Estimate_COTTAGEGROVE_W1L 4. City of Cottage Grove Amortization ESTIMATE 5. 24_FD_W1L_6.5ft_bed_COTTAGEGROVE_ADAM_REV4_ To: Honorable Mayor and City Council Jennifer Levitt, City Administrator From: Adam Moshier, Fleet and Facilities Manager Ryan Burfeind, Public Works Director Brenda Malinowski, Finance Director Date:10/26/2023 RE:F150 Lease Agreement with MN Department of Administration-Fleet Services Introduction In the 2023 budget, there was $55,000 to purchase a pickup truck for streets. Due to the increased costs of purchasing other pickups, staff is recommending leasing an F150 through the state program. The addition of this vehicle was justified in the 2023 budget process and was included in the Financial Management Plan and 2023 budget. Background Staff is recommending a lease with the MN Department of Administration-Fleet Services. This is a program Hennepin and Stearns County, as well as many other cities and counties are participating in. The term of the lease would be 5 years, 85,000 miles with an estimated monthly lease rate of $851.37. The current estimated interest rate is 4.5 percent and is not final until the State receives the truck sometime next year. There will be an option to extend the lease at the end of the term at a reduced rate depending on depreciation. This lease amount includes the truck, regular maintenance and repair costs due to normal wear and tear, and depreciation. Any abuse or neglect would be the City’s responsibility as well as insurance and fuel. City staff will be able to complete all maintenance on the vehicle which would be reimbursed by the State. An annual rate adjustment (increase or decrease) may be assessed to reflect projected operating expenses effective July 1st of each year. Budget Implication The equipment replacement fund will have a positive balance leasing this truck compared to purchasing it outright. The estimated lease payment is $10,216.44 per year for five years or $51,082.20 total. Recommendation The City Council approve the lease agreement for the F150 with MN Department of Administration-Fleet Services for 5 years, 85,000 miles at an estimated rate of $10,216.44 per year. Fleet Services 5420 Old Highway 8, Arden Hills, MN 55112 Main Line: (651) 201-2524 FY23 Requisition for Leased Vehicle Minnesota Statutes 16C.137, subdivision 1, directs public agencies to implement purchasing practices that can be used to positively impact the environment. Executive Order 19-27 directs State agencies to take steps that include reducing greenhouse gas emissions and a reduction in petroleum consumption by state vehicles. The Department of Administration, Fleet Services is committed to this effort by working with State Agencies to replace fleet vehicles with “Greener” vehicles throughout the State fleet. We recommend that State Agencies choose a vehicle with the Green Fleet Choice logo whenever possible. Through these fuel efficiencies, state government will have a substantial impact on the environment and economic efficiency. Organization / Agency: M5 Dept. #: Fleet Administrator Name: Phone Number: Address: City: Email: State: Zip: Type of Vehicle Order: New/ Additional Replacement Vehicle # Being Replaced Vehicle Requested: Justification for Greenhouse Score below 7 (requires commissioner approval): Primary Use: Group Home ADA Law Enforcement Emergency Services Inspections Campus Patrol Facility/Grounds Seasonal Investigative Heavy Duty Usage Passenger Use Secure Client Transportation Management/Administrative Other: Required Passenger Vehicle Information: Average Number of Passengers Transported Daily: 1-2 3-5 6 or more Special Equipment or Options Request (There may be an additional cost if not included on contract i.e. color choice*, power seat, accessibility ramps, security partitions, tow and plow packages, etc.): *Color choices are NOT guaranteed License Plates: City/County Tax Exempt State Government Unmarked * *Unmarked per M.S. 168.012 Subdivision 1c through 1k (include letter, on agency letterhead, for the use of the unmarked plate) Vehicle Decals: “Fleet Services” Provided by Customer (prior to delivery) No decals (include justification) Customer Installing (after delivery) Required per Statute K-9 FY23 Requisition for Leased Vehicle (con’t) Page 2 eff. 12/5/2022 Lease Term: Estimated Annual Mileage: Driver Information Various Drivers Driver Name (if assigned): Address: Phone Number: City : Email: State: Zip: Vehicle Overnight Parking Location: Address: City : State: Zip: Unit Level 3: Customer agrees vehicle lease rates will begin at the time vehicle is picked up or 10 days from receipt of notification the new vehicle is ready for pickup, whichever comes first. Signature of Fleet Administrator:____________________________________________ Signature of Authorized Signer:_____________________________________________ Signature of Agency Commissioner:__________________________________________ (Commissioner signature required for vehicles not meeting the Green Fleet Choice.) Date:________ FLEET SERVICES USE ONLY: Request #: ML Draw 5100 Fund Political Sub No Transit Tax No Telematics No Fuel CardPO #: ML Term: Class 5: Profile: Unit #: Plate #: PM Code:Pick Up Date/ Mileage: Date:________ Date:________ Tech Spec: Additional Billing Information (Optional): Unit Level 1: Invoice/Program/Order #: Unit Level 2: Chargeback/Capital Adjustment Vendor:Quote #:PO # Upfit Description: Alternate Description: City of Cottage Grove EstimateMonth Date Pmt Depreciation Interest Maintenance Administration Insurance Vehicle Balance36,098.00                1 TBD 851.36  601.63                109.90     47.42                 57.83                     34.58          35,496.37                2 851.36  601.63                109.90     47.42                 57.83                     34.58          34,894.74                3 851.36  601.63                109.90     47.42                 57.83                     34.58          34,293.11                4 851.36  601.63                109.90     47.42                 57.83                     34.58          33,691.48                5 851.36  601.63                109.90     47.42                 57.83                     34.58          33,089.85                6 851.36  601.63                109.90     47.42                 57.83                     34.58          32,488.22                7 851.36  601.63                109.90     47.42                 57.83                     34.58          31,886.59                8 851.36  601.63                109.90     47.42                 57.83                     34.58          31,284.96                9 851.36  601.63                109.90     47.42                 57.83                     34.58          30,683.33                10 851.36  601.63                109.90     47.42                 57.83                     34.58          30,081.70                11 851.36  601.63                109.90     47.42                 57.83                     34.58          29,480.07                12 851.36  601.63                109.90     47.42                 57.83                     34.58          28,878.44                13 851.36  601.63                109.90     47.42                 57.83                     34.58          28,276.81                14 851.36  601.63                109.90     47.42                 57.83                     34.58          27,675.18                15 851.36  601.63                109.90     47.42                 57.83                     34.58          27,073.55                16 851.36  601.63                109.90     47.42                 57.83                     34.58          26,471.92                17 851.36  601.63                109.90     47.42                 57.83                     34.58          25,870.29                18 851.36  601.63                109.90     47.42                 57.83                     34.58          25,268.66                19 851.36  601.63                109.90     47.42                 57.83                     34.58          24,667.03                20 851.36  601.63                109.90     47.42                 57.83                     34.58          24,065.40                21 851.36  601.63                109.90     47.42                 57.83                     34.58          23,463.77                22 851.36  601.63                109.90     47.42                 57.83                     34.58          22,862.14                23 851.36  601.63                109.90     47.42                 57.83                     34.58          22,260.51                24 851.36  601.63                109.90     47.42                 57.83                     34.58          21,658.88                25 851.36  601.63                109.90     47.42                 57.83                     34.58          21,057.25                26 851.36  601.63                109.90     47.42                 57.83                     34.58          20,455.62                27 851.36  601.63                109.90     47.42                 57.83                     34.58          19,853.99                28 851.36  601.63                109.90     47.42                 57.83                     34.58          19,252.36                29 851.36  601.63                109.90     47.42                 57.83                     34.58          18,650.73                30 851.36  601.63                109.90     47.42                 57.83                     34.58          18,049.10                31 851.36  601.63                109.90     47.42                 57.83                     34.58          17,447.47                Fixed RatesAdjusts Annually 32 851.36  601.63                109.90     47.42                 57.83                     34.58          16,845.84                33 851.36  601.63                109.90     47.42                 57.83                     34.58          16,244.21                34 851.36  601.63                109.90     47.42                 57.83                     34.58          15,642.58                35 851.36  601.63                109.90     47.42                 57.83                     34.58          15,040.95                36 851.36  601.63                109.90     47.42                 57.83                     34.58          14,439.32                37 851.36  601.63                109.90     47.42                 57.83                     34.58          13,837.69                38 851.36  601.63                109.90     47.42                 57.83                     34.58          13,236.06                39 851.36  601.63                109.90     47.42                 57.83                     34.58          12,634.43                40 851.36  601.63                109.90     47.42                 57.83                     34.58          12,032.80                41 851.36  601.63                109.90     47.42                 57.83                     34.58          11,431.17                42 851.36  601.63                109.90     47.42                 57.83                     34.58          10,829.54                43 851.36  601.63                109.90     47.42                 57.83                     34.58          10,227.91                44 851.36  601.63                109.90     47.42                 57.83                     34.58          9,626.28                  45 851.36  601.63                109.90     47.42                 57.83                     34.58          9,024.65                  46 851.36  601.63                109.90     47.42                 57.83                     34.58          8,423.02                  47 851.36  601.63                109.90     47.42                 57.83                     34.58          7,821.39                  48 851.36  601.63                109.90     47.42                 57.83                     34.58          7,219.76                  49 851.36  601.63                109.90     47.42                 57.83                     34.58          6,618.13                  50 851.36  601.63                109.90     47.42                 57.83                     34.58          6,016.50                  51 851.36  601.63                109.90     47.42                 57.83                     34.58          5,414.87                  52 851.36  601.63                109.90     47.42                 57.83                     34.58          4,813.24                  53 851.36  601.63                109.90     47.42                 57.83                     34.58          4,211.61                  54 851.36  601.63                109.90     47.42                 57.83                     34.58          3,609.98                  55 851.36  601.63                109.90     47.42                 57.83                     34.58          3,008.35                  56 851.36  601.63                109.90     47.42                 57.83                     34.58          2,406.72                  57 851.36  601.63                109.90     47.42                 57.83                     34.58          1,805.09                  58 851.36  601.63                109.90     47.42                 57.83                     34.58          1,203.46                  59 851.36  601.63                109.90     47.42                 57.83                     34.58          601.83                     60 851.36  601.63                109.90     47.42                 57.83                     34.58          0.20                           2024 Ford F‐150 (W1L) XL 4WD SuperCrew 6.5' Box CITY OF COTTAGEGROVE ADAM MOSHIER Contract : T‐642 STATE ID : FTM16 CONTRACT VENDOR MIDWAY FORD 2777 SNELLING AVE N ROSEVILLE MN 55113 VENDORNO. : 0000193445 CONTRACT NO. : 169665 CODE DESCRIPTION PRICE W1L 2024 Ford F‐150 (W1L) XL 4WD SuperCrew 6.5' Box $43,264.31 101A Equipment Group 101A Standard $0.00 153 Front License Plate Bracket $0.00 41H Engine Block Heater $82.00 44G Transmission: Electronic 10‐Speed Automatic $0.00 53T Tow/Haul Package $715.00 64C Wheels: 17" Silver Steel $0.00 85H Back‐Up Alarm System $200.00 91P 8‐Way Power Driver's Seat w/Power Lumbar $319.00 924 Rear Window Fixed Privacy Glass w/Defroster $91.00 942 Daytime Running Lamps $41.00 96W Tough Bed Spray‐In Bedliner $542.00 998 Engine: 3.5L V6 EcoBoos $264.00 C09 Priced DORA $0.00 CS Black w/Medium Dark Slate, Cloth 40/20/40 Front Seat $0.00 JS Iconic Silver Metallic $0.00 T7C Tires: LT265/70R17C BSW A/T $269.00 XL9 Electronic Locking w/3.55 Axle Ratio INC. FIMAC Front & Rear Molded Splash Guards $186.00 SUB TOTAL $45,973.31 TRANSIT TAX $20.00 SUB TOTAL $45,993.31 UPFIT (Lsited Below) $5,575.00 Total Build Out Price $51,568.31 Total Lease Price 51,082.20$  $10,216.44 per year ASPEN EQUIPMENT  QUOTE: EQT001203_v1 DATED 08/10/2023 UPFIT 56" LO‐SIDE ‐ ALUMINUM, CLEAR FINISH $1,668.00 5T904 2.5 lb. Fire Extinguisher ‐ Class ABC Dry Chemical $70.00 4T307 2.5 lb. Fire Extinguisher Bracket $102.00 Mount strobe pair, route wire to switch, tie‐up and guard $639.00 Wire Strobes Hot    $160.00 Wire Strobes w/ High or Low intensity option $535.00 Whelen 15" Low Profile LINEAR Amber Strobe Bar, Perma $1,230.00 Back Rack Toolbox Style Cab Protector (See App'l Guide fo $724.00 Utility Light Bracket, Fits Driver or Pass‐side, 16"x7" Recta $292.00 Toolbox Brackets $155.00 SUB TOTAL $5,575.00 1 City Council Action Request 7.J. Meeting Date 11/1/2023 Department Parks and Recreation Agenda Category Action Item Title Glacial Valley Park Building - Change Order #1 Staff Recommendation Approve Glacial Valley Park change order #1 in the amount of $42,434.61. Budget Implication Including this change order, the project would be carrying approximately $215,000 in budgeted contingency with the project nearing substantial completion. Attachments 1. 1-Memo - Change Order #1 2. 2-CGGV Vinco CO #1 3. 3-CGGV Vinco CO #2 4. 4-CGGV Ebert CO #1 5. 5-Cottage Grove Glacial Valley Park Building -CO1 Additional Readers To:Honorable Mayor and City Council Jennifer Levitt, City Administrator From: CC: Zac Dockter, Parks and Recreation Director Date:October 18, 2023 Subject:Glacial Valley Park Building – Change Order #1 Introduction/Background Glacial Valley Park Building construction continues to progress within the original project schedule and budget. Multiple design changes have been made during construction resulting in the need for a change order request. Change order #1 is detailed as follows: Trade:Electric Contractor:Vinco Cost:$18,836.80 Description:Updated access card reader/security rough-in locations as requested by owner Added wiring and mounting of City-provided (donated) AED/SaveStation unit Modifications to HVAC systems resulting from conversion from geothermal (credit from that conversion applied to HVAC trade) Trade:Electric Contractor:Vinco Cost:$1,756.81 Description:Additional electric required for condensate pump Trade:Carpentry Contractor:Ebert Cost:($170.00) credit Description:Reduced blocking at roof as result of HVAC conversion Trade:Technology Contractor:LVI Cost:$22,011 Description:City IT staff requested the addition of 8 additional card readers at doors All change orders have been reviewed and approved by the Architect, Construction Manager and staff team. With the inclusion of this change order, the project would be carrying approximately $215,000 in budgeted contingency with the project nearing substantial completion. Staff Recommendation Approve Glacial Valley Park change order #1 in the amount of $42,434.61. Contract Change Order Minneapolis MN 55404 501 South Eighth Street Contract #: 2210103-WS 26-A2210103-02 Cottage Grove Glacial Valley ParkProject: 12800 Ravine Parkway South Cottage Grove, MN 55016 Contract Change Order #: 1 To Contractor : 18955 Forest Boulevard North, P.O. Box 907 Change Order Date: 10/2/23 Forest Lake, MN 55025 Vinco, Inc. PCO Item Description Amount THE CONTRACT IS CHANGED AS FOLLOWS: $6,155.32 Electrical per Wold PR #01. 1 1 $2,293.64 Electrical per Wold PR #05. 2 12 $10,387.84 Electrical per Wold PR #06. 2 13 Total $18,836.80 The original Contract Sum was . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . The net change by previously authorized Change Orders was . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . The Contract Sum prior to this Change Order was . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . The Contract Sum will be increased by this Change Order . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . The new Contract Sum will be . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . $361,125.00 $379,961.80 $0.00 $361,125.00 $18,836.80 NOT VALID UNTIL SIGNED BY THE OWNER, CONSTRUCTION MANAGER, ARCHITECT AND CONTRACTOR DATE: Kraus-Anderson Construction Company 501 South Eighth Street Minneapolis MN 55404 BY (Signature) CONSTRUCTION MANAGER (Firm name) ADDRESS Dan Kjellberg (Typed name) ARCHITECT (Firm name) ADDRESS BY (Signature) DATE: (Typed name) Wold Architects & Engineers Jacob Wollensak Jennifer Levitt Cottage Grove, MN 55016 8635 W. Point Douglas Rd City Of Cottage Grove (Typed name)DATE: (Typed name)DATE: BY (Signature) ADDRESS OWNER (Firm name) BY (Signature) ADDRESS CONTRACTOR (Firm name) Vinco, Inc. Forest Lake, MN 55025 18955 Forest Boulevard North, P.O. Box 907 332 Minnesota Street - Suite W2000 Saint Paul, MN 55101 Page 1 of 1 Change Order Request Project: Cottage Grove, MN 55016 12800 Ravine Parkway South Cottage Grove Glacial Valley Park 2210103-02 COR # 1.00 Date:5/2/2023 Cottage Grove, MN 55016 To: Owner From: Kraus-Anderson Construction Company Minneapolis, MN 55404 501 South Eighth Street City Of Cottage Grove 8635 W. Point Douglas Rd KA Cost Check: Cost appears in line with scope of work. AmountItem #Description Vendor PCO # 1 - Wold PR #01 - Electrical Clarifications 1 $6,155.32 Electrical per Wold PR #01.Vinco, Inc. $6,155.32 Total For Change Order Signed: ____________________________Approved By: Submitted By: Date: __________________ Signed: ____________________________Kraus-Anderson Construction Company Date: __________________ Accepted By: Wold Architects & Engineers Signed: ____________________________Date: __________________ City Of Cottage Grove DocuSign Envelope ID: 2F0940C4-02AF-4ECA-A509-DDCC4DBF5F81 7/20/2023 | 6:54 AM CDT 7/21/2023 | 2:15 PM CDT 7/24/2023 | 9:07 AM CDT Vinco, Inc.Date :4/11/23 PO BOX 907 Forest Lake, MN 55025 PCO #:1 Project Manager: Matt Rivera PR/SI #1 Description Cost Labor Total 3,906.40$ Materials and Equipment Total 1,581.52$ Tax on Materials and Equipment Only 118.61$ Self Performed Subtotal 5,487.92$ 10% Overhead and Profit 548.79$ Self Performed Total 6,036.71$ Subcontractors -$ 5% Overhead and Profit on Subs -$ Subcontractor Total -$ TOTAL COST OF CHANGE 6,155.32$ Signature:Matthew Rivera Labor By Task Qty Unit Unit Cost Total Cost Extending LV raceway into above ACT ceiling 22.55 120.00$ 2,706.00$ Install Pull Strings in LV raceway 4.5 120.00$ 540.00$ Install (2) additional receptacles 2 120.00$ 240.00$ Install stub out for fiber 3.5 120.00$ 420.00$ Sub-Total 3,906.00$ Materials and Equipment By Task Qty Unit Unit Cost Total Cost EMT Conduit for raceway 777.00$ Pull string for LV 382.25$ Fiber raceway 422.27$ -$ -$ -$ -$ -$ Sub-Total 1,581.52$ Sub-Contractor Proposals Total Cost -$ -$ -$ -$ Sub-Total (Attach Sub-Contractor Proposals)-$ CITY OF COTTAGE GROVE - GLACIAL VALLEY PARK BUILDING (10% is the max fee allowed on CO's) Description of Work Notes/Attachments (Auto Fill from Sub-Total Below) (Auto Fill from Sub-Total Below) PROVIDE DETAIL BREAKDOWN BELOW: COST SUMMARY Contractor acknowledges no other Costs assciated with this PCO. Auto Fill from Sub-Total Below (5% is the max allowed on subcontractors) <<< Provide Sales/Use Tax Total DocuSign Envelope ID: 2F0940C4-02AF-4ECA-A509-DDCC4DBF5F81 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 A B C D E F G Item #Item Name Quantity Price 1 U Ext Price 1 Labor Hours Label Set: Combined, Combined, Combined, Combined, Combined $1,581.52 32.55 CCode: Branch Rough $777.00 22.55 1,507 1/2 EMT CONDUIT 49.78 $74.29 C $36.98 1,508 3/4 EMT CONDUIT 500.00 $116.36 C $581.80 1,676 1/2 EMT CONN S/S 4.98 $27.40 C $1.36 1,677 3/4 EMT CONN S/S 75.31 $44.60 C $33.58 1,748 1/2 EMT COUP S/S 4.98 $36.37 C $1.81 1,749 3/4 EMT COUP S/S 75.31 $54.85 C $41.30 7,599 3/8-1/2 COND HGR W/BOLT 9.96 $43.49 C $4.33 7,600 3/4 STL COND HGR W/BOLT 150.61 $50.35 C $75.83 5,508 1/4-20 X 3/8 RH MACH SCREW 160.57 $2.82 C $4.53 7,575 1/4-20 APP BEAM CLAMP 160.57 $167.50 C $268.95 CCode: Trim Devices/Plates $108.76 2.00 24,734 DPLX 5-20R GFCI IV EXTRA HD 2.00 $51.36 E $102.72 26,348 GROUND SCREW/#12 PIGTAIL 2.00 $302.14 C $6.04 CCode: Drill, Cutting/Core $0.00 1.50 27,460 2X8 CORE-DRILL CONCRETE W/LAYOUT 1.00 $0.00 X $0.00 1.26 CCode: Underground/Civil Work $0.00 0.00 CCode: Branch Wire $422.27 3.35 31 12 THHN CU STRANDED 60.00 $142.03 M $22.27 10,120 90LB 1350' NYLON FISH LINE 1.00 $400.00 E $400.00 10,143 INSTALL PULL LINE WITH CONDUIT 820.90 $0.00 E $0.00 $1,581.52 32.55 DocuSign Envelope ID: 2F0940C4-02AF-4ECA-A509-DDCC4DBF5F81 Attachments: Wold PR #1 dated 3/19/23 We have reviewed the PCO and acknowledge that it is a “no change” item and does not affect our completion date. Signed By: Date: Company Name: 501 South Eighth Street Minneapolis, MN 55404 Request For Proposal Project: 2210103-02 PCO #: 1 Cottage Grove Glacial Valley Park 12800 Ravine Parkway South Cottage Grove, MN 55016 Date: 03/20/2023 To: Matt Harder, Kraus-Anderson Construction Company Zac Docter, City Of Cottage Grove Matthew Rivera, Vinco, Inc. Jacob Wollensak, Wold Architects & Engineers Michael Stephens, Wold Architects & Engineers Allison Timmins, Wold Architects & Engineers Please provide a cost breakdown in accordance with the Contract Documents and a Summary for the Change described herein and on the attachments (if any) listed. All responses are required within seven (7) days. This is not an authorization to proceed with the work described herein unless and until approved by the Owner. On approval, this change will be included in a Change Order, which will provide the formal Contract Cha nge. DESCRIPTION OF PROPOSAL: Please provide a cost estimate per the attached Wold Architects and Engineers PR #01 dated March 19, 2023 regarding electrical clarifications. DocuSign Envelope ID: 2F0940C4-02AF-4ECA-A509-DDCC4DBF5F81 PROPOSAL REQUEST Distribution: ☐ Adam Moshier, CG ☐ Zac Dockter, CG ☒ Dustin Phillips, KA ☒ Jake Wollensak, Wold ☒ Tom Clark, Wold ☒ Michael Stephens, Wold ☒ Allison Timmins, Wold ☐ Pat Jansen, Wold ☐ Angel Gonzalez, Wold ☒ Sean McNamara, Wold ☒ Derek Peterson, Wold ☐ Linda Peters, BKBM ☐ Drew Luebke, BKBM ☐ Jay Pomeroy, BMI ☐ Jeff Toutant, BMI City of Cottage Grove Glacial Valley Park Building Kraus-Anderson Attn: Dan Kjellberg/Rachel Struckman 501 South Eighth Street Minneapolis, MN 55404 612.332.7281 dan.kjellberg@krausanderson.com / rachel.struckman@krausanderson.com Submit an itemized (labor and material) quotation for the proposed modifications to the contract documents as described herein within 21 days of receipt. If a cost is not submitted within 21 days, this Proposal Request can be accepted at no additional cost. Written approval is required prior to proceeding with this change. COST EXPECTATIONS: ☐ DEDUCT ☐ NO COST ☐ ADD PR: 01 Comm: 222064 Const. Pkg: [Status] Item Description 1 Electrical Clarifications 1.1 See revised sheet E1.00 for updated locations of card access devices/head end equipment, patch panel, and security head end equipment by Owner. Attachments: E1.00 Issued By: Jake Wollensak Date: 03/19/23 DocuSign Envelope ID: 2F0940C4-02AF-4ECA-A509-DDCC4DBF5F81 GENERAL SHEET NOTES - LIGHTING KEYED SHEET NOTES 3L OS L OS L OS DDDDD D DD3L OS L OS L OS L OS L OS L OS L OS L OS L OS L OS OS3D 3DDABGFIAB GFI AB GFI ABGFIABGFIABGFIAB GFI ABGFIEWC48" AB GFI 48"48"48"48"48"48"ABGFIABGFIWP WPWPAB GFI 36"SS SSSSSS S S SS S CRK S CRK S CRK WAP WAP SCRKSCRK JJJ84"84"JJ FB2 J FB2 J FB2 J FB2 JJFS F F F F F F F F F F F FFFFACPFFS F TS F TS F TS F FL48" JJ J JJ JJ J F WPFSDFSDJ S CRK SCRK SCRK SCRKSCRKSCRKSCRK SCRK48" 48" GENERAL SHEET NOTES - POWER A. SOME NOTES MAY NOT APPLY TO THIS SHEET. B. ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR WIRING ALL ELECTRICAL ITEMS SHOWN ON THIS DRAWING. C. ALL RECESSED LIGHTING FIXTURES IN LAY-IN CEILINGS SHALL BE INSTALLED WITH 6' LONG FLEXIBLE METAL CONDUIT. D. ALL MOUNTING HEIGHTS FOR LIGHTING FIXTURES ARE TO THE BOTTOM OF THE FIXTURES UNLESS INDICATED OTHERWISE. E. SEE ARCHITECTURAL EXTERIOR ELEVATIONS FOR MOUNTING HEIGHTS OF EXTERIOR LIGHTING FIXTURES. F. CIRCUIT WIRING IS NOT SHOWN EXCEPT FOR SWITCHING INTENT OF FIXTURES AND CONTROL OF DEVICES. G. PROVIDE PROPER NUMBER OF CONDUCTORS TO ACHIEVE CIRCUITING AND SWITCHING SHOWN. H. CIRCUIT NUMBERS AT DEVICES CIRCUIT NUMBERS SHOWN ARE FOR SCHEMATIC PURPOSES AND ARE FOR DISTINGUISHING CIRCUITS. RECORD AS-BUILT CIRCUITING IN A TYPED AND DATED PANELBOARD SCHEDULE. BRANCH CIRCUITS SHALL BE SIZED ACCORDING TO THE CIRCUIT BREAKER RATING, UNLESS INDICATED OTHERWISE ON THE ELECTRICAL EQUIPMENT SCHEDULE. I. SEE BRANCH CIRCUIT CONDUCTOR SIZING SCHEDULE ON SHEET E0.00. J. ALL OCCUPANCY SENSORS SHALL HAVE AUXILIARY CONTACTS OR ADDITIONAL DEVICES TO ENABLE HVAC INTERFACE. NORMAL OPERATING LIGHT FIXTURE. FEED FIXTURE USING EXISTING LIGHTING CIRCUITRY FROM NORMAL PANEL. A NL rl-1ab FIXTURE TYPE FIXTURE NOTES RELAY #/ PANEL CIRCUIT # SWITCHING SCHEME SWITCHED EMERGENCY LIGHT. FEED FIXTURE FROM EMERGENCY PANEL xx-x VIA EMERGENCY RELAY AS INDICATED ON PLAN. UNSWITCHED EMERGENCY LIGHT (NIGHT LIGHT). FEED FIXTURE FROM UNSWITCHED CIRCUIT IN EMERGENCY PANEL EHH1. 1. MAXIMUM ALLOWABLE WATTAGE FOR A LIGHTING CIRCUIT WILL NOT EXCEED 3500 (277V) OR 1600 (120V) WATTS. 2. REFER TO DIVISION 23 SPECIFICATIONS FOR MORE INFORMATION ON BAS LIGHTING CONTROLS. EMERGENCY LIGHTING UNIT AND EXIT LIGHT. FEED FROM UNSWITCHED CIRCUIT IN EMERGENCY PANEL xx-x. 1. PROVIDE 120V CONNECTION WITH JUNCTION BOX AND 1/2" CONDUIT TO FIRE PIT. TIMER SWITCH AND EPO BY DIV 23. 2. PROVIDE 3/4" CONDUIT WITH PULL STRING FROM JUNCTION BOX TO NEAREST ACCESSIBLE CEILING SPACE. 3. RPOVIDE 3/4" CONDUIT WITH PULL STRING BETWEEN JUNCTION BOXES. 4. PROVIDE BATTERY BACK UP, BATTERY SHALL BE MOUNTED IN THE VESTIBULE, ABOVE CEILING. 5. PROVIDE SINGLE GANG JUNCTION BOX FOR MOTORIZED SCREEN CONTROL AT SWITCH HIGHT, PROVIDE 2ND JUNCTION BOX AT 96" WITH BLANK COVER PLATE. PROVIDE 1/2 CONDUIT WITH PULL STRING BETWEEN JUNCTION BOXES. 6. PROVIDE RECEPTACLE FOR MOTORIZED SCREEN, REFER TO ARCHITECTURAL DETAILS FOR MOUNTING HEIGHT. INSTALL RECEPTACLE PER MANUFACTURES RECOMMENDATIONS. 7. PROVIDE TWO JUCTION BOXES AND 120V CONNECTION AT ONE FOR ELECTRIC PLUMBING CONNECTIONS. LOW VOLTAGE PLUMBING DEVICES BY DIV 22. 8. PROVIDE JUCTION BOX AND 120V CONNECTION FOR HEAT TRACE, HEAT TRACE BY DIV 22. 9. PROVIDE 120V CONNECTION FOR CO DETECTION SYSTEM, CO SYSTEM BY DIV 23. COORDINATE LOCATION WITH DIV 23. 10. PROVIDE 90 MINUTE BATTERY BACK UP, BATTERY SHALL BE INSTALLED IN THE VESTIBULE. 11. MOUNT BATTERY PACK FOR D1 FIXTURES ABOVE ACCESSIBLE CEILING SPACE. 12. MOUNT BATTERY PACK FOR D1 FIXTURES ABOVE ACCESSIBLE CEILING PANEL. 13. PROVIDE POWER FOR A/V EQUIPMENT, COORDINATE LOCATION WITH CITY VENDOR (AVI). 14. PROVIDE JUNCTION BOX AND CONDUIT WITH PULL STRING BACK TO NEAREST ACCESSIBLE CEILING FOR CARD ACCESS (BY OWNER). 15. PROVIDE JUNCTION BOX AND CONDUIT WITH PULL STRING BACK TO NEAREST ACCESSIBLE CEILING FOR SECURITY CAMERA (BY OWNER) 16. ROUTE DATA CONDUIT FROM FLOOR BOX BACK TO ELECTRICAL ROOM, INCLUDE PULL STRING. 17. PROVIDE STUB OUT FOR FIBER, INCLUDE PULL STRING AND CAPS, TAG FOR FIBER. 18. PROVIDE DEDICATED RECEPTACLE FOR OWNERS PATCH PANEL. COORDINATE LOCATION PRIOR TO INSTALLATION. 19. PROVIDE DEDICATED RECEPTACLE FOR OWNERS HEAD END EQUIPMENT, COORDINATE LOCATION PRIOR TO INSTALLATION. 20. PROVIDE JUNCTION BOX AND CONDUIT WITH PULL STRING BACK TO NEAREST ACCESSIBLE CEILING FOR WIRELESS ACCESS POINT. TOILET 106 MECHANICAL / JAN SUPPLY 105 PARKS STORAGE 108 KITCHENETTE 107A ELECTRICAL 109 CLASSROOM / PROGRAMS 107 LOBBY / WARMING 101TOILET 103 TOILET 104 N. VEST 102 KITCHENETTE / SERVING 111 STORAGE 112 S. VEST 100 MULTIPURPOSE 110 F F F F F F F F F F A F F F F D D D D D D D D D D D D1 D1DDDDDD A A A A A A A A A A AAA DDDDDDD1 D1 D1 B B B F EM AA C C CC C C C C C C C C C C C C E EM CC C C CC E EM E EM EM E EM E CCCCCC C C C C C C CCCCCC C C C C C C AA C C C C C C C C C CCCCCCC C C C C C C C CC 1 QPNMLKJHG FEDCBA 2 3 4 CC LP1/39 LP1/41 C LP1/14 D LP1/4 D LP1/4 C LP1/12 A LP1/10 A LP1/10 A LP1/10 D/B LP1/41 D/B LP1/41 D/B LP1/41 F LP1/2 F LP1/39 C LP1/8 D LP1/6 D LP1/6 LP1 LP1/49 LP1/53 EM EM A A B B C D D D E F F F G G A 10 10 10 10 10 D D D D D LP1/6 D1 LP1/6 D1 LP1/4 11 12 1 1 1 1 FC-4 P-3 B-1 P-1 P-2 P-5 WH-1 FC-3 CF-4 CF-3 CUH-2 CF-1 CF-2 CUH-1UH-1 LP1 EF-3 (ROOF) EF-1 (ROOF) EF-2 (ROOF) CLASSROOM / PROGRAMS 107 ELECTRICAL 109 KITCHENETTE 107A PARKS STORAGE 108 TOILET 104 TOILET 103 MECHANICAL / JAN SUPPLY 105 LOBBY / WARMING 101 S. VEST 100 N. VEST 102TOILET 106 MULTIPURPOSE 110 KITCHENETTE / SERVING 111 STORAGE 112 1 QPNMLKJHG FEDCBA 2 3 4 LP1/35 LP1/11 LP1/11 LP1/11 LP1/11 LP1/1 LP1/1 LP1/1 LP1/1 LP1/1 LP1/3 LP1/5 LP1/9 LP1/7 LP1/13 LP1/13 LP1/13 LP1/13 LP1/13 LP1/15 LP1/15 LP1/15 LP1/15 LP1/15 LP1/31 LP1/15 LP1/17 LP1/31 LP1/31 LP1/31 LP1/31 LP1/31 LP1/31 LP1/33 LP1/21LP1/19 LP1/25 LP1/27LP1/29 LP1/23 LP1/17 LP1/17 LP1/17 LP1/37 GHP-1 2 2 1 TO FIRE PIT FC-1 LP1/24,26,28 LP1/31 LP1/31 LP1/12 LP1/32,34,36 LP1/8 LP1/75 LP1/18,20,22 LP1/57,59,61 LP1/63,65,67 LP1/69,71,73 LP1/10 LP1/2 LP1/38,40,42 LP1/4 LP1/16 LP1/13 LP1/13 LP1/14 LP1/6 LP1/83 LP1/83 LP1/81 LP1/81 LP1/77 LP1/77 LP1/79 LP1/79 LP1/81LP1/44 LP1/44 LP1/44 6 66 P-9 P-7 P-4 P-6 P-8 LP1/46,48,50 LP1/58 LP1/54 LP1/52 LP1/56 LP1/88 7 7 7 9 LP1/13 FC-2 LP1/30 P-10 LP1/60,62,64 3 2 13 13 LP1/44 LP1/44 LP1/44 1 1 1 1 14 15 16 2015 16 14 14 14 15 14 15 14 15 15 15 14 14 14 14 14 15 14 16 15 20 16 14 17 18 15 15 15 19 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 22 2 2 2 22 A. SOME NOTES MAY NOT APPLY TO THIS SHEETS. B. ALL BOXES, CONDUIT AND WIRING TO BE CONCEALED. NO EXPOSED BOXES, CONDUIT AND WIRING SHALL BE ALLOWED UNLESS NOTED OTHERWISE. C. COORDINATE DEVICE LOCATIONS WITH OTHER TRADES INCLUDING HVAC EQUIPMENT, DUCTWORK, SPRINKLER PIPING AND BUILDING STRUCTURAL MEMBERS. D. NO MULTI-BRANCH CIRCUIT ALLOWED. PROVIDE A SEPARATE NEUTRAL WITH EACH CIRCUIT. E. VERIFY LOCATIONS AND ROUGH-IN REQUIREMENTS OF ALL OWNER FURNISHED EQUIPMENT PRIOR TO ROUGH-IN. F. CIRCUIT WIRING IS NOT SHOWN EXCEPT FOR SWITCHING INTENT OF FIXTURES AND CONTROL OF DEVICES. G. GFCI RECEPTACLES SHALL BE WIRED TO PROTECT ONLY THE DEVICES IN THAT OUTLET BOX. DOWNSTREAM DEVICES SHALL NOT BE PROTECTED BY GFCI. H. CIRCUIT NUMBERS SHOWN ARE FOR SCHEMATIC PURPOSES AND ARE FOR DISTINGUISHING CIRCUITS. RECORD AS-BUILT CIRCUITING IN A TYPED AND DATED PANELBOARD SCHEDULE. I. PROVIDE SEPARATED CONDUITS FOR ALL EMERGENCY CIRCUITS, DO NOT COMBINE WITH NORMAL BUILDING WIRING. J. COORDINATE HEIGHTS OF ALL DEVICES WITH MILLWORK AND MODULAR FURNITURE SHOP DRAWINGS PRIOR TO ROUGH-IN. K. OFFSET BACK TO BACK BOXES AT LEAST 12 INCHES EXCEPT IN RESIDENT ROOMS WHERE PUTTY-PADS SHALL BE PROVIDED (3M MPP+ OR EQUIVALENT). L. ALL RECEPTACLES TO BE TAMPER RESISTANT. M. SEE BRANCH CIRCUIT CONDUCTOR SIZING SCHEDULE ON SHEET E0.00 N. SEE MOTOR AND EQUIPMENT SCHEDULE ON SHEET E2.00. O. REFER TO MECHANICAL SHEETS FOR EXACT MOTOR LOCATIONS. GRADE CONNECTION CABINATE AND METER EXISTING UTILITY TRANSFORMER FROM UTILITY ELECTRICAL ROOM M LP1 208/120V 3P 4W 400A MCB RISER NOTE: 1. PANELBOARD SHALL BE SQUARED NQ OR APPROVED EQUAL. 3 PHASE FEEDER SCHEDULE (COPPER) FEEDER 3W FEEDER 4W ID (NO NEUTRAL)(WITH NEUTRAL) (AMPS)CONDUIT-PHASE-GROUND CONDUIT-PHASE-GROUND 20A (1) 1/2"C, 3#12+1#12G (1) 1/2"C, 4#12+1#12G 30A (1) 3/4"C, 3#10+1#10G (1) 3/4"C, 4#10+1#10G 40A (1) 3/4"C, 3#8+1#10G (1) 3/4"C, 4#8+1#10G 50A (1) 1"C, 3#6+1#10G (1) 1"C, 4#6+1#10G 60A (1) 1.25"C, 3#4+1#8G (1) 1.25"C, 4#4+1#8G 80A (1) 1.25"C, 3#3+1#8G (1) 1.25"C, 4#3+1#8G 100A (1) 1.5"C, 3#1+1#6G (1) 1.5"C, 4#1+1#6G 125A (1) 1.5"C, 3#1+1#6G (1) 1.5"C, 4#1+1#6G 150A (1) 1.5"C, 3#1/0+1#6G (1) 1.5"C, 4#1/0+1#6G 175A (1) 1.5"C, 3#2/0+1#6G (1) 2"C, 4#2/0+1#6G 200A (1) 2"C, 3#3/0+1#6G (1) 2"C, 4#3/0+1#6G 225A (1) 2"C, 3#4/0+1#4G (1) 2.5"C, 4#4/0+1#4G 250A (1) 2"C, 3#250+1#4G (1) 2.5"C, 4#250+1#4G 300A (1) 2.5"C, 3#350+1#4G (1) 3"C, 4#350+1#4G 400A (2) 2"C, 3#3/0+1#3G (2) 2"C, 4#3/0+1#3G 500A (2) 2"C, 3#250+1#2G (2) 2.5"C, 4#250+1#2G 600A (2) 2.5"C, 3#350+1#1G (2) 3"C, 4#350+1#1G 800A (3) 2.5"C, 3#300+1#1/0G (3) 2.5"C, 4#300+1#1/0G 1000A (3) 3"C, 3#400+1#2/0G (3) 3"C, 4#400+1#2/0G 1200A (4) 3"C, 3#350+1#3/0G (4) 3"C, 4#350+1#3/0G 1600A (5) 3"C, 3#400+1#4/0G (5) 3"C, 4#400+1#4/0G 2000A (6) 3"C, 3#400+1#250G (6) 3"C, 4#400+1#250G 2500A (7) 3"C, 3#500+1#350G (7) 3"C, 4#500+1#350G 3000A (8) 3"C, 3#500+1#400G (8) 3.5"C, 4#500+1#400G GENERAL NOTES: A. THE ABOVE FEEDER SCHEDULE IS A SCHEDULE OF TYPICAL FEEDERS AND SOME SIZES MAY NOT BE UTILIZED. B. CONDUCTOR AMPACITIES ARE BASED ON TABLE 310-15 OF THE NEC FOR COPPER CONDUCTOR AT 60 DEG C FOR 100A AND BELOW. AMPACITIES ARE BASED ON 75 DEG C FOR 125A AND ABOVE. C. FEEDER SIZES SHOWN ON THE RISER DIAGRAM INDICATE FEEDER AMPACITIES AND DO NOT NECESSARILY CORRESPOND TO CIRCUIT BREAKER AMPACITIES. CERTAIN FEEDERS MAY BE SIZED FOR THE DURATION FACTORS REQUIRED BY CODE AND/OR ARE OVERSIZED FOR VOLTAGE DROP. D. WHERE PARALLEL CONDUITS ARE INDICATED FOR A SINGLE FEEDER, EACH CONDUIT SHALL CONTAIN PHASE, NEUTRAL, AND GROUND CONDUCTORS INDICATED. E. CONDUIT ABOVE GRADE INDOORS SHALL BE EMT. CONDUIT ABOVE GRADE OUTDOORS SHALL BE GALVANIZED IMC OR RMC. F. EMT USED FOR PURPOSES OF SIZING CONDUIT. CONTRACTOR TO UPSIZE CONDUIT IF DIFFERENT THAN EMT. MARK WALL SWITCH #LEGS GENERAL NOTES: A. SCHEMES ARE SCHEMATIC. PROVIDE WIRING AND COMPONENTS AS REQUIRED. B. PROVIDE MULTIPLE SWITCH LOCATIONS (3-WAY SWITCHING) IF INDICATED ON PLANS. C. INTERCONNECT ALL SENSORS IF MULTIPLE SENSORS ARE SHOWN WITHIN SAME ROOM, UNLESS INDICATED OTHERWISE. D. PROVIDE EMERGENCY RELAYS AS INDICATED ON PLANS. E. ALL OCCUPANCY SENSORS SHALL HAVE AUXILIARY CONTACTS OR ADDITIONAL DEVICES TO ENABLE HVAC INTERFACE. LIGHTING CONTROLS SCHEDULE OCC SENSOR LOCATION MANUAL /AUTO DAY LIGHT 2 MANUAL WALL DIMMING X X AUTO NONE AUTO NONE MANUAL A B C D E F G 1 1 NONE 1 NONE CEILING CEILING CEILING MANUAL MANUAL INTENDED LOCATIONS OF USE NONE MANUAL1ELECTRICAL/MECHANICAL ROOMS LOBBY/VEST PARKS STORAGE RESTROOMS STORAGE KITCHENETTE MULTIPURPOSE/CLASSROOM F E D C B A 1 2 3 4 5 6 7 8 E MN NorthCheck: Drawn: Date: Comm: License Number: 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 under the laws of the State of Scale: Date 3/17/2023 2:14:52 PMBIM 360://222064 - Glacial Valley Park Building/222064 Glacial Valley Park Building_Elec_Bim 360.rvtAs indicatedCentral: BIM 360://222064 - Glacial Valley Park Building/222064 Glacial Valley Park Building_Elec_Bim 360.rvtCITY OF COTTAGE GROVE GLACIAL VALLEY PARK BUILDING E1.00 LIGHTING / POWER & SYSTEMS PLANS 8635 W POINT DOUGLAS RD S COTTAGE GROVE, MN 55016 9900 RAVINE PKWY S COTTAGE GROVE, MN 55016 222064 S MCNAMARA D PETERSON 11/8/22 222064 MINNESOTA 11/8/22 BRADLEY R. JOHANNSEN 43936 PROFESSIONAL ENGINEER 1/8" = 1'-0" LIGHTING PLANF1 1/8" = 1'-0" POWER & SYSTEMS PLANF4 NOTES: Load Types (LT): COOL - Summer Cooling, ELEV- Elevator, EQ - Equipment, EX -Existing, GND - Grounding, HEAT - Winter Heating, KTCH- Kitchen, L MTR - Largest Motor, LTG -Lighting, MTR - Motor, RCPT - Receptacle Breaker Types (BT): AF = Arc Fault, GF = Ground Fault Circuit Interrupt, GE = Ground Fault Equipment Protection (30mA), SH = Shunt Trip, EX = Existing, NX = New Breaker For Existing Panel, M = Metered EST. DEMAND CURRENT:335 A RCPT 9900 VA 100.00% 9900 VA CONNECTED CURRENT:302 A Other 0 VA 0.00% 0 VA ESTIMATED DEMAND:120553 VA MTR 92357 VA 111.02% 102534 VA CONNECTED LOAD:108747 VA LTG 7091 VA 125.00% 8864 VA LOAD CLASSIFICATION CONNECTED DEMAND ESTIMATED PANEL TOTALS TOTAL AMPS:324 A 290 A 294 A TOTAL LOAD:39 kVA 35 kVA 35 kVA 83 STORAGE 112 Other... 20 A 1 0.4 0.0 1 20 A -- SPARE 84 81 MULTIPURPOSE 110 Other 20 A 1 0.0 0.0 1 20 A -- SPARE 82 79 FLOORBOX 110 RCPT 20 A 1 0.0 0.0 1 20 A -- SPARE 80 77 FLOORBOX 107 RCPT 20 A 1 0.0 0.0 1 20 A -- SPARE 78 75 P-5 MTR 15 A 1 1.2 0.0 1 20 A -- SPARE 76 73 -- -- -- -- -- 3.7 0.0 1 20 A -- SPARE 74 71 -- -- -- -- -- 3.7 0.0 1 20 A -- SPARE 72 69 P-3 MTR 60 A 3 3.7 0.0 1 20 A -- SPARE 70 67 -- -- -- -- -- 2.0 0.0 1 20 A -- SPARE 68 65 -- -- -- -- -- 2.0 0.0 1 20 A -- MONUMENT LIGHTS 66 63 P-2 MTR 30 A 3 2.0 0.3 -- -- -- -- -- 64 61 -- -- -- -- -- 2.0 0.3 -- -- -- -- -- 62 59 -- -- -- -- -- 2.0 0.3 3 30 A MTR P-10 60 57 P-1 MTR 30 A 3 2.0 0.5 1 15 A MTR P-9 58 55 LOBBY 101 LTG 20 A 1 1.8 1.2 1 15 A MTR P-8 56 53 MULTIPURPOSE 110 LTG 20 A 1 1.7 1.2 1 15 A MTR P-7 54 51 KITCH/STOR/MULTI... LTG 20 A 1 0.5 1.2 1 15 A MTR P-6 52 49 CLASSROOM 107 LTG 20 A 1 1.7 3.7 -- -- -- -- -- 50 47 S. VEST/S. EXTERIOR LTG 20 A 1 0.2 3.7 -- -- -- -- -- 48 45 N. VEST/N. EXTERIOR LTG 20 A 1 0.2 3.7 3 60 A MTR P-4 46 43 MECHANICAL 105 LTG 20 A 1 0.2 1.3 1 20 A Other... MULTIPURPOSE 110 44 41 TOILET/KITCH 107A LTG 20 A 1 0.3 0.8 -- -- -- -- -- 42 39 STORAGE 108/ ELEC 109 LTG 20 A 1 0.4 0.8 -- -- -- -- -- 40 37 EXTERIOR RCPT 20 A 1 0.2 0.8 3 30 A MTR FC-4 38 35 EXTERIOR RCPT 20 A 1 0.2 0.6 -- -- -- -- -- 36 33 EXTERIOR RCPT 20 A 1 0.2 0.6 -- -- -- -- -- 34 31 MULTI 110/STOR 112 MTR;... 20 A 1 1.3 0.6 3 30 A MTR FC-3 32 29 KITCHENETTE 111 RCPT 20 A 1 0.2 0.9 1 15 A MTR FC-2 30 27 KITCHENETTE 111 RCPT 20 A 1 0.2 0.8 -- -- -- -- -- 28 25 KITCHENETTE 111 RCPT 20 A 1 0.2 0.8 -- -- -- -- -- 26 23 KITCHENETTE 111 RCPT 20 A 1 0.2 0.8 3 30 A MTR FC-1 24 21 KITCHENETTE 111 RCPT 20 A 1 0.2 13.6 -- -- -- -- -- 22 19 KITCHENETTE 111 RCPT 20 A 1 0.2 13.6 -- -- -- -- -- 20 17 RESTROOMS/MECH 105 RCPT 20 A 1 0.7 13.6 3 200 A MTR GHP-1 18 15 LOBBY 101/N&S VEST RCPT 20 A 1 1.1 0.7 1 15 A MTR UH-1 16 13 CLASSROOM 107 MTR;... 20 A 1 1.1 0.5 1 15 A MTR CUH-2 14 11 ELEC 109/CLASS 107 RCPT 20 A 1 0.7 0.5 1 15 A MTR CUH-1 12 9 KITCHENETTE 107A RCPT 20 A 1 0.2 0.1 1 15 A MTR B-1 10 7 KITCHENETTE 107A RCPT 20 A 1 0.2 0.2 1 15 A MTR;... WH-1 8 5 KITCHENETTE 107A RCPT 20 A 1 0.2 0.7 1 15 A MTR EF-3 6 3 KITCHENETTE 107A RCPT 20 A 1 0.2 0.7 1 15 A MTR EF-2 4 1 PARKS STORAGE 108 RCPT 20 A 1 0.9 0.7 1 15 A MTR EF-1 2 # BT LOAD DESCRIPTION LT BKR P A B C P BKR LT LOAD DESCRIPTION BT # FED FROM: BUS AMPS: MAINS AMPS:400A MAINS TYPE:SPECIAL: MOUNTING:SURFACE A.F.C....SEE SHORT CIRCUIT STUDY LOCATION:ELECTRICAL 109 VOLTAGE:208Y/120 V. 3 ø 4 W. PANELBOARD: LP1 N.T.S. RISER DIAGRAMB1 Revisions Description Date Num ADD #1 11/28/2022 1 PR#1 3/17/2023 2 1 1 1 1 2 DocuSign Envelope ID: 2F0940C4-02AF-4ECA-A509-DDCC4DBF5F81 Change Order Request Project: Cottage Grove, MN 55016 12800 Ravine Parkway South Cottage Grove Glacial Valley Park 2210103-02 COR # 5.00 Date:9/18/2023 Cottage Grove, MN 55016 To: Owner From: Kraus-Anderson Construction Company Minneapolis, MN 55404 501 South Eighth Street City Of Cottage Grove 8635 W. Point Douglas Rd AmountItem #Description Vendor PCO # 12 - Wold PR #05 - AED Station 1 $0.00 No cost change per Wold PR #05.Ebert Construction 2 $2,293.64 Electrical per Wold PR #05.Vinco, Inc. $2,293.64 Total For Change Order Signed: ____________________________Approved By: Submitted By: Date: __________________ Signed: ____________________________Kraus-Anderson Construction Company Date: __________________ Accepted By: Wold Architects & Engineers Signed: ____________________________Date: __________________ City Of Cottage Grove DocuSign Envelope ID: 8FBEC8A9-734A-4D9C-8D86-E7174B0B7628 9/25/2023 | 6:59 AM CDT 9/25/2023 | 12:40 PM CDT 9/26/2023 | 8:31 AM CDT Vinco, Inc.Date :7/14/23 PO BOX 907 Forest Lake, MN 55025 PCO #:12 Project Manager: Matt Rivera PR/SI #5 Description Cost Labor Total 1,858.95$ Materials and Equipment Total 211.92$ Tax on Materials and Equipment Only 15.68$ Self Performed Subtotal 2,070.87$ 10% Overhead and Profit 207.09$ Self Performed Total 2,277.96$ Subcontractors -$ 5% Overhead and Profit on Subs -$ Subcontractor Total -$ TOTAL COST OF CHANGE 2,293.64$ Signature:Matthew Rivera Labor By Task Qty Unit Unit Cost Total Cost Additional raceway, wire, terminations to AED station 13.77 HR 135.00$ 1,858.95$ -$ -$ -$ Sub-Total 1,858.95$ Materials and Equipment By Task Qty Unit Unit Cost Total Cost Additional raceway, wire, misc material for AED 211.92$ -$ -$ -$ -$ -$ -$ -$ Sub-Total 211.92$ Sub-Contractor Proposals Total Cost -$ -$ -$ -$ Sub-Total (Attach Sub-Contractor Proposals)-$ CITY OF COTTAGE GROVE - GLACIAL VALLEY PARK BUILDING (10% is the max fee allowed on CO's) Description of Work Notes/Attachments (Auto Fill from Sub-Total Below) (Auto Fill from Sub-Total Below) PROVIDE DETAIL BREAKDOWN BELOW: COST SUMMARY Contractor acknowledges no other Costs assciated with this PCO. Auto Fill from Sub-Total Below (5% is the max allowed on subcontractors) <<< Provide Sales/Use Tax Total DocuSign Envelope ID: 8FBEC8A9-734A-4D9C-8D86-E7174B0B7628 1 2 3 4 5 6 7 8 9 10 11 A B C D E Item #Item Name Quantity Material Labor Label Set: Combined, Combined, Combined, Combined, Combined $211.92 13.77 31 12 THHN CU STRANDED 389.93 $55.38 1.95 1,507 1/2 EMT CONDUIT 123.79 $91.97 3.08 1,676 1/2 EMT CONN S/S 12.38 $3.39 0.62 1,748 1/2 EMT COUP S/S 12.38 $4.50 0.47 5,508 1/4-20 X 3/8 RH MACH SCREW 24.76 $0.70 0.00 7,575 1/4-20 APP BEAM CLAMP 24.76 $41.47 4.66 7,599 3/8-1/2 COND HGR W/BOLT 24.76 $10.77 2.74 24,732 DPLX 5-20R COMMERCIAL 1.00 $3.74 0.25 $211.92 13.77 DocuSign Envelope ID: 8FBEC8A9-734A-4D9C-8D86-E7174B0B7628 Attachments: Wold PR #5 dated 7/12/23 We have reviewed the PCO and acknowledge that it is a “no change” item and does not affect our completion date. Signed By: Date: Company Name: 501 South Eighth Street Minneapolis, MN 55404 Request For Proposal Project: 2210103- PCO #: 12 Cottage Grove Glacial Valley Park 9900 Ravine Parkway South Cottage Grove, MN 55016 Date: 07/13/2023 To: Matt Harder, Kraus-Anderson Construction Company Zac Dockter, City Of Cottage Grove Chris Keller, Steenberg-Watrud Construction, LLC Matthew Rivera, Vinco Inc. Jacob Wollensak, Wold Architects & Engineers Michael Stephens, Wold Architects & Engineers Allison Timmins, Wold Architects & Engineers Jake Stolquist, Ebert Construction Please provide a cost breakdown in accordance with the Contract Documents and a Summary for the Change described herein and on the attachments (if any) listed. All responses are required within seven (7) days. This is not an authorization to proceed with the work described herein unless and until approved by the Owner. On approval, this change will be included in a Change Order, which will provide the formal Contract Change. DESCRIPTION OF PROPOSAL: Please provide a cost estimate per the attached Wold Architects and Engineers PR #05 dated July 12, 2023 regarding AED station. DocuSign Envelope ID: 8FBEC8A9-734A-4D9C-8D86-E7174B0B7628 PROPOSAL REQUEST Distribution: ☐ Adam Moshier, CG ☐ Zac Dockter, CG ☒ Dustin Phillips, KA ☒ Jake Wollensak, Wold ☐ Tom Clark, Wold ☐ Michael Stephens, Wold ☐ Allison Timmins, Wold ☐ Pat Jansen, Wold ☐ Angel Gonzalez, Wold ☒ Sean McNamara, Wold ☒ Derek Peterson, Wold ☐ Linda Peters, BKBM ☐ Drew Luebke, BKBM ☐ Jay Pomeroy, BMI ☐ Jeff Toutant, BMI City of Cottage Grove Glacial Valley Park Building Kraus-Anderson Attn: Dan Kjellberg/Rachel Struckman 501 South Eighth Street Minneapolis, MN 55404 612.332.7281 dan.kjellberg@krausanderson.com / rachel.struckman@krausanderson.com Submit an itemized (labor and material) quotation for the proposed modifications to the contract documents as described herein within 21 days of receipt. If a cost is not submitted within 21 days, this Proposal Request can be accepted at no additional cost. Written approval is required prior to proceeding with this change. COST EXPECTATIONS: ☐ DEDUCT ☐ NO COST ☒ ADD PR: 05 Comm: 222064 Const. Pkg: [Status] Item Description 5 AED Station 5.1 Refer to revised sheet E1.00 for modifications to the power and systems plan to accommodate a new wall-mounted AED station. Attachments: E1.00 Issued By: Michael Stephens Date: 07/12/2023 DocuSign Envelope ID: 8FBEC8A9-734A-4D9C-8D86-E7174B0B7628 GENERAL SHEET NOTES - LIGHTING KEYED SHEET NOTES 3L OS L OS L OS DDDDD D DD3L OS L OS L OS L OS L OS L OS L OS L OS L OS L OS OS3D 3DDABGFIAB GFI AB GFI ABGFIABGFIABGFIAB GFI ABGFIEWC48" AB GFI 48"48"48"48"48"48"ABGFIABGFIWP WPWPAB GFI 36"SS SSSSSS S S SS S CRK S CRK S CRK WAP WAP SCRKSCRK JJJ84"84"JJ FB2 J FB2 J FB2 J FB2 JJFS F F F F F F F F F F F FFFFACPFFS F TS F TS F TS F FL48" JJ J JJ JJ J F WPFSDFSDJ S CRK SCRK SCRK SCRKSCRKSCRKSCRK SCRK48" 48"JGENERAL SHEET NOTES - POWER A. SOME NOTES MAY NOT APPLY TO THIS SHEET. B. ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR WIRING ALL ELECTRICAL ITEMS SHOWN ON THIS DRAWING. C. ALL RECESSED LIGHTING FIXTURES IN LAY-IN CEILINGS SHALL BE INSTALLED WITH 6' LONG FLEXIBLE METAL CONDUIT. D. ALL MOUNTING HEIGHTS FOR LIGHTING FIXTURES ARE TO THE BOTTOM OF THE FIXTURES UNLESS INDICATED OTHERWISE. E. SEE ARCHITECTURAL EXTERIOR ELEVATIONS FOR MOUNTING HEIGHTS OF EXTERIOR LIGHTING FIXTURES. F. CIRCUIT WIRING IS NOT SHOWN EXCEPT FOR SWITCHING INTENT OF FIXTURES AND CONTROL OF DEVICES. G. PROVIDE PROPER NUMBER OF CONDUCTORS TO ACHIEVE CIRCUITING AND SWITCHING SHOWN. H. CIRCUIT NUMBERS AT DEVICES CIRCUIT NUMBERS SHOWN ARE FOR SCHEMATIC PURPOSES AND ARE FOR DISTINGUISHING CIRCUITS. RECORD AS-BUILT CIRCUITING IN A TYPED AND DATED PANELBOARD SCHEDULE. BRANCH CIRCUITS SHALL BE SIZED ACCORDING TO THE CIRCUIT BREAKER RATING, UNLESS INDICATED OTHERWISE ON THE ELECTRICAL EQUIPMENT SCHEDULE. I. SEE BRANCH CIRCUIT CONDUCTOR SIZING SCHEDULE ON SHEET E0.00. J. ALL OCCUPANCY SENSORS SHALL HAVE AUXILIARY CONTACTS OR ADDITIONAL DEVICES TO ENABLE HVAC INTERFACE. NORMAL OPERATING LIGHT FIXTURE. FEED FIXTURE USING EXISTING LIGHTING CIRCUITRY FROM NORMAL PANEL. A NL rl-1ab FIXTURE TYPE FIXTURE NOTES RELAY #/ PANEL CIRCUIT # SWITCHING SCHEME SWITCHED EMERGENCY LIGHT. FEED FIXTURE FROM EMERGENCY PANEL xx-x VIA EMERGENCY RELAY AS INDICATED ON PLAN. UNSWITCHED EMERGENCY LIGHT (NIGHT LIGHT). FEED FIXTURE FROM UNSWITCHED CIRCUIT IN EMERGENCY PANEL EHH1. 1. MAXIMUM ALLOWABLE WATTAGE FOR A LIGHTING CIRCUIT WILL NOT EXCEED 3500 (277V) OR 1600 (120V) WATTS. 2. REFER TO DIVISION 23 SPECIFICATIONS FOR MORE INFORMATION ON BAS LIGHTING CONTROLS. EMERGENCY LIGHTING UNIT AND EXIT LIGHT. FEED FROM UNSWITCHED CIRCUIT IN EMERGENCY PANEL xx-x. 1. PROVIDE 120V CONNECTION WITH JUNCTION BOX AND 1/2" CONDUIT TO FIRE PIT. TIMER SWITCH AND EPO BY DIV 23. 2. PROVIDE 3/4" CONDUIT WITH PULL STRING FROM JUNCTION BOX TO NEAREST ACCESSIBLE CEILING SPACE. 3. RPOVIDE 3/4" CONDUIT WITH PULL STRING BETWEEN JUNCTION BOXES. 4. PROVIDE BATTERY BACK UP, BATTERY SHALL BE MOUNTED IN THE VESTIBULE, ABOVE CEILING. 5. PROVIDE SINGLE GANG JUNCTION BOX FOR MOTORIZED SCREEN CONTROL AT SWITCH HIGHT, PROVIDE 2ND JUNCTION BOX AT 96" WITH BLANK COVER PLATE. PROVIDE 1/2 CONDUIT WITH PULL STRING BETWEEN JUNCTION BOXES. 6. PROVIDE RECEPTACLE FOR MOTORIZED SCREEN, REFER TO ARCHITECTURAL DETAILS FOR MOUNTING HEIGHT. INSTALL RECEPTACLE PER MANUFACTURES RECOMMENDATIONS. 7. PROVIDE TWO JUCTION BOXES AND 120V CONNECTION AT ONE FOR ELECTRIC PLUMBING CONNECTIONS. LOW VOLTAGE PLUMBING DEVICES BY DIV 22. 8. PROVIDE JUCTION BOX AND 120V CONNECTION FOR HEAT TRACE, HEAT TRACE BY DIV 22. 9. PROVIDE 120V CONNECTION FOR CO DETECTION SYSTEM, CO SYSTEM BY DIV 23. COORDINATE LOCATION WITH DIV 23. 10. PROVIDE 90 MINUTE BATTERY BACK UP, BATTERY SHALL BE INSTALLED IN THE VESTIBULE. 11. MOUNT BATTERY PACK FOR D1 FIXTURES ABOVE ACCESSIBLE CEILING SPACE. 12. MOUNT BATTERY PACK FOR D1 FIXTURES ABOVE ACCESSIBLE CEILING PANEL. 13. PROVIDE POWER FOR A/V EQUIPMENT, COORDINATE LOCATION WITH CITY VENDOR (AVI). 14. PROVIDE JUNCTION BOX AND CONDUIT WITH PULL STRING BACK TO NEAREST ACCESSIBLE CEILING FOR CARD ACCESS (BY OWNER). 15. PROVIDE JUNCTION BOX AND CONDUIT WITH PULL STRING BACK TO NEAREST ACCESSIBLE CEILING FOR SECURITY CAMERA (BY OWNER) 16. ROUTE DATA CONDUIT FROM FLOOR BOX BACK TO ELECTRICAL ROOM, INCLUDE PULL STRING. 17. PROVIDE STUB OUT FOR FIBER, INCLUDE PULL STRING AND CAPS, TAG FOR FIBER. 18. PROVIDE DEDICATED RECEPTACLE FOR OWNERS PATCH PANEL. COORDINATE LOCATION PRIOR TO INSTALLATION. 19. PROVIDE DEDICATED RECEPTACLE FOR OWNERS HEAD END EQUIPMENT, COORDINATE LOCATION PRIOR TO INSTALLATION. 20. PROVIDE JUNCTION BOX AND CONDUIT WITH PULL STRING BACK TO NEAREST ACCESSIBLE CEILING FOR WIRELESS ACCESS POINT. 21. PROVIDE 1/2" CONDUIT STUBBED FROM AED BASE TO INTERIOR ACCESSIBLE WALL SPACE. ROUTE BACK TO ELECTRICAL PANEL. TOILET 106 MECHANICAL / JAN SUPPLY 105 PARKS STORAGE 108 KITCHENETTE 107A ELECTRICAL 109 CLASSROOM / PROGRAMS 107 LOBBY / WARMING 101TOILET 103 TOILET 104 N. VEST 102 KITCHENETTE / SERVING 111 STORAGE 112 S. VEST 100 MULTIPURPOSE 110 F F F F F F F F F F A F F F F D D D D D D D D D D1 D1DDDDDD A A A A A A A A A A AAA DDDDDDD1 D1 D1 B B B F EM AA C C CC C C C C C C C C C C C C E EM CC C C CC E EM E EM EM E EM E CCCCCC C C C C C C CCCCCC C C C C C C AA C C C C C C C C C CCCCCCC C C C C C C C CC 1 QPNMLKJHG FEDCBA 2 3 4 CC LP1/39 LP1/41 C LP1/14 D LP1/4 D LP1/4 C LP1/12 A LP1/10 A LP1/10 A LP1/10 B P1/41 D/B LP1/41 D/B LP1/41 F LP1/2 F LP1/39 C LP1/8 D LP1/6 D LP1/6 LP1 LP1/49 LP1/53 EM EM A A B B C D D D E F F F G G A 10 10 10 10 10 D D D D D LP1/6 D1 LP1/6 D1 LP1/4 11 12 1 1 1 1 3 FC-4 P-3 B-1 P-1 P-2 P-5 WH-1 FC-3 CF-4 CF-3 CUH-2 CF-1 CF-2 CUH-1UH-1 LP1 EF-3 (ROOF) EF-1 (ROOF) EF-2 (ROOF) CLASSROOM / PROGRAMS 107 ELECTRICAL 109 KITCHENETTE 107A PARKS STORAGE 108 TOILET 104 TOILET 103 MECHANICAL / JAN SUPPLY 105 LOBBY / WARMING 101 S. VEST 100 N. VEST 102TOILET 106 MULTIPURPOSE 110 KITCHENETTE / SERVING 111 STORAGE 112 1 QPNMLKJHG FEDCBA 2 3 4 LP1/35 LP1/11 LP1/11 LP1/11 LP1/11 LP1/1 LP1/1 LP1/1 LP1/1 LP1/1 LP1/3 LP1/5 LP1/9 LP1/7 LP1/13 LP1/13 LP1/13 LP1/13 LP1/13 LP1/15 LP1/15 LP1/15 LP1/15 LP1/15 LP1/31 LP1/15 LP1/17 LP1/31 LP1/31 LP1/31 LP1/31 LP1/31 LP1/31 LP1/33 LP1/21LP1/19 LP1/25 LP1/27LP1/29 LP1/23 LP1/17 LP1/17 LP1/17 LP1/37 GHP-1 2 2 1 TO FIRE PIT FC-1 LP1/24,26,28 LP1/31 LP1/31 LP1/12 LP1/32,34,36 LP1/8 LP1/75 LP1/18,20,22 LP1/57,59,61 LP1/63,65,67 LP1/69,71,73 LP1/10 LP1/2 LP1/38,40,42 LP1/4 LP1/16 LP1/13 LP1/13 LP1/14 LP1/6 LP1/83 LP1/83 LP1/81 LP1/81 LP1/77 LP1/77 LP1/79 LP1/79 LP1/81LP1/44 LP1/44 LP1/44 6 66 P-9 P-7 P-4 P-6 P-8 LP1/46,48,50 LP1/58 LP1/54 LP1/52 LP1/56 LP1/88 7 7 7 9 LP1/13 FC-2 LP1/30 P-10 LP1/60,62,64 3 2 13 13 LP1/44 LP1/44 LP1/44 1 1 1 1 14 15 16 2015 16 14 14 14 15 14 15 14 15 15 15 14 14 14 14 14 15 14 16 15 20 16 14 17 18 15 15 15 19 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 22 2 2 2 22 LP1/68P-11 3 LP1/70 21 4 A. SOME NOTES MAY NOT APPLY TO THIS SHEETS. B. ALL BOXES, CONDUIT AND WIRING TO BE CONCEALED. NO EXPOSED BOXES, CONDUIT AND WIRING SHALL BE ALLOWED UNLESS NOTED OTHERWISE. C. COORDINATE DEVICE LOCATIONS WITH OTHER TRADES INCLUDING HVAC EQUIPMENT, DUCTWORK, SPRINKLER PIPING AND BUILDING STRUCTURAL MEMBERS. D. NO MULTI-BRANCH CIRCUIT ALLOWED. PROVIDE A SEPARATE NEUTRAL WITH EACH CIRCUIT. E. VERIFY LOCATIONS AND ROUGH-IN REQUIREMENTS OF ALL OWNER FURNISHED EQUIPMENT PRIOR TO ROUGH-IN. F. CIRCUIT WIRING IS NOT SHOWN EXCEPT FOR SWITCHING INTENT OF FIXTURES AND CONTROL OF DEVICES. G. GFCI RECEPTACLES SHALL BE WIRED TO PROTECT ONLY THE DEVICES IN THAT OUTLET BOX. DOWNSTREAM DEVICES SHALL NOT BE PROTECTED BY GFCI. H. CIRCUIT NUMBERS SHOWN ARE FOR SCHEMATIC PURPOSES AND ARE FOR DISTINGUISHING CIRCUITS. RECORD AS-BUILT CIRCUITING IN A TYPED AND DATED PANELBOARD SCHEDULE. I. PROVIDE SEPARATED CONDUITS FOR ALL EMERGENCY CIRCUITS, DO NOT COMBINE WITH NORMAL BUILDING WIRING. J. COORDINATE HEIGHTS OF ALL DEVICES WITH MILLWORK AND MODULAR FURNITURE SHOP DRAWINGS PRIOR TO ROUGH-IN. K. OFFSET BACK TO BACK BOXES AT LEAST 12 INCHES EXCEPT IN RESIDENT ROOMS WHERE PUTTY-PADS SHALL BE PROVIDED (3M MPP+ OR EQUIVALENT). L. ALL RECEPTACLES TO BE TAMPER RESISTANT. M. SEE BRANCH CIRCUIT CONDUCTOR SIZING SCHEDULE ON SHEET E0.00 N. SEE MOTOR AND EQUIPMENT SCHEDULE ON SHEET E2.00. O. REFER TO MECHANICAL SHEETS FOR EXACT MOTOR LOCATIONS. GRADE CONNECTION CABINATE AND METER EXISTING UTILITY TRANSFORMER FROM UTILITY ELECTRICAL ROOM M LP1 208/120V 3P 4W 400A MCB RISER NOTE: 1. PANELBOARD SHALL BE SQUARED NQ OR APPROVED EQUAL. 3 PHASE FEEDER SCHEDULE (COPPER) FEEDER 3W FEEDER 4W ID (NO NEUTRAL)(WITH NEUTRAL) (AMPS)CONDUIT-PHASE-GROUND CONDUIT-PHASE-GROUND 20A (1) 1/2"C, 3#12+1#12G (1) 1/2"C, 4#12+1#12G 30A (1) 3/4"C, 3#10+1#10G (1) 3/4"C, 4#10+1#10G 40A (1) 3/4"C, 3#8+1#10G (1) 3/4"C, 4#8+1#10G 50A (1) 1"C, 3#6+1#10G (1) 1"C, 4#6+1#10G 60A (1) 1.25"C, 3#4+1#8G (1) 1.25"C, 4#4+1#8G 80A (1) 1.25"C, 3#3+1#8G (1) 1.25"C, 4#3+1#8G 100A (1) 1.5"C, 3#1+1#6G (1) 1.5"C, 4#1+1#6G 125A (1) 1.5"C, 3#1+1#6G (1) 1.5"C, 4#1+1#6G 150A (1) 1.5"C, 3#1/0+1#6G (1) 1.5"C, 4#1/0+1#6G 175A (1) 1.5"C, 3#2/0+1#6G (1) 2"C, 4#2/0+1#6G 200A (1) 2"C, 3#3/0+1#6G (1) 2"C, 4#3/0+1#6G 225A (1) 2"C, 3#4/0+1#4G (1) 2.5"C, 4#4/0+1#4G 250A (1) 2"C, 3#250+1#4G (1) 2.5"C, 4#250+1#4G 300A (1) 2.5"C, 3#350+1#4G (1) 3"C, 4#350+1#4G 400A (2) 2"C, 3#3/0+1#3G (2) 2"C, 4#3/0+1#3G 500A (2) 2"C, 3#250+1#2G (2) 2.5"C, 4#250+1#2G 600A (2) 2.5"C, 3#350+1#1G (2) 3"C, 4#350+1#1G 800A (3) 2.5"C, 3#300+1#1/0G (3) 2.5"C, 4#300+1#1/0G 1000A (3) 3"C, 3#400+1#2/0G (3) 3"C, 4#400+1#2/0G 1200A (4) 3"C, 3#350+1#3/0G (4) 3"C, 4#350+1#3/0G 1600A (5) 3"C, 3#400+1#4/0G (5) 3"C, 4#400+1#4/0G 2000A (6) 3"C, 3#400+1#250G (6) 3"C, 4#400+1#250G 2500A (7) 3"C, 3#500+1#350G (7) 3"C, 4#500+1#350G 3000A (8) 3"C, 3#500+1#400G (8) 3.5"C, 4#500+1#400G GENERAL NOTES: A. THE ABOVE FEEDER SCHEDULE IS A SCHEDULE OF TYPICAL FEEDERS AND SOME SIZES MAY NOT BE UTILIZED. B. CONDUCTOR AMPACITIES ARE BASED ON TABLE 310-15 OF THE NEC FOR COPPER CONDUCTOR AT 60 DEG C FOR 100A AND BELOW. AMPACITIES ARE BASED ON 75 DEG C FOR 125A AND ABOVE. C. FEEDER SIZES SHOWN ON THE RISER DIAGRAM INDICATE FEEDER AMPACITIES AND DO NOT NECESSARILY CORRESPOND TO CIRCUIT BREAKER AMPACITIES. CERTAIN FEEDERS MAY BE SIZED FOR THE DURATION FACTORS REQUIRED BY CODE AND/OR ARE OVERSIZED FOR VOLTAGE DROP. D. WHERE PARALLEL CONDUITS ARE INDICATED FOR A SINGLE FEEDER, EACH CONDUIT SHALL CONTAIN PHASE, NEUTRAL, AND GROUND CONDUCTORS INDICATED. E. CONDUIT ABOVE GRADE INDOORS SHALL BE EMT. CONDUIT ABOVE GRADE OUTDOORS SHALL BE GALVANIZED IMC OR RMC. F. EMT USED FOR PURPOSES OF SIZING CONDUIT. CONTRACTOR TO UPSIZE CONDUIT IF DIFFERENT THAN EMT. MARK WALL SWITCH #LEGS GENERAL NOTES: A. SCHEMES ARE SCHEMATIC. PROVIDE WIRING AND COMPONENTS AS REQUIRED. B. PROVIDE MULTIPLE SWITCH LOCATIONS (3-WAY SWITCHING) IF INDICATED ON PLANS. C. INTERCONNECT ALL SENSORS IF MULTIPLE SENSORS ARE SHOWN WITHIN SAME ROOM, UNLESS INDICATED OTHERWISE. D. PROVIDE EMERGENCY RELAYS AS INDICATED ON PLANS. E. ALL OCCUPANCY SENSORS SHALL HAVE AUXILIARY CONTACTS OR ADDITIONAL DEVICES TO ENABLE HVAC INTERFACE. LIGHTING CONTROLS SCHEDULE OCC SENSOR LOCATION MANUAL /AUTO DAY LIGHT 2 MANUAL WALL DIMMING X X AUTO NONE AUTO NONE MANUAL A B C D E F G 1 1 NONE 1 NONE CEILING CEILING CEILING MANUAL MANUAL INTENDED LOCATIONS OF USE NONE MANUAL1ELECTRICAL/MECHANICAL ROOMS LOBBY/VEST PARKS STORAGE RESTROOMS STORAGE KITCHENETTE MULTIPURPOSE/CLASSROOM F E D C B A 1 2 3 4 5 6 7 8 E MN NorthCheck: Drawn: Date: Comm: License Number: 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 under the laws of the State of Scale: Date 7/11/2023 10:37:38 AMBIM 360://222064 - Glacial Valley Park Building/222064 Glacial Valley Park Building_Elec_Bim 360.rvtAs indicatedCentral: BIM 360://222064 - Glacial Valley Park Building/222064 Glacial Valley Park Building_Elec_Bim 360.rvtCITY OF COTTAGE GROVE GLACIAL VALLEY PARK BUILDING E1.00 LIGHTING / POWER & SYSTEMS PLANS 8635 W POINT DOUGLAS RD S COTTAGE GROVE, MN 55016 9900 RAVINE PKWY S COTTAGE GROVE, MN 55016 222064 S MCNAMARA D PETERSON 11/8/22 222064 MINNESOTA 11/8/22 BRADLEY R. JOHANNSEN 43936 PROFESSIONAL ENGINEER 1/8" = 1'-0" LIGHTING PLANF1 1/8" = 1'-0" POWER & SYSTEMS PLANF4 NOTES: Load Types (LT): COOL - Summer Cooling, ELEV- Elevator, EQ - Equipment, EX -Existing, GND - Grounding, HEAT - Winter Heating, KTCH- Kitchen, L MTR - Largest Motor, LTG -Lighting, MTR - Motor, RCPT - Receptacle Breaker Types (BT): AF = Arc Fault, GF = Ground Fault Circuit Interrupt, GE = Ground Fault Equipment Protection (30mA), SH = Shunt Trip, EX = Existing, NX = New Breaker For Existing Panel, M = Metered EST. DEMAND CURRENT:335 A RCPT 9900 VA 100.00% 9900 VA CONNECTED CURRENT:302 A Other 0 VA 0.00% 0 VA ESTIMATED DEMAND:120570 VA MTR 92407 VA 111.01% 102584 VA CONNECTED LOAD:108770 VA LTG 7062 VA 125.00% 8828 VA LOAD CLASSIFICATION CONNECTED DEMAND ESTIMATED PANEL TOTALS TOTAL AMPS:324 A 290 A 294 A TOTAL LOAD:39 kVA 35 kVA 35 kVA 83 STORAGE 112 Other... 20 A 1 0.4 0.0 1 20 A -- SPARE 84 81 MULTIPURPOSE 110 Other 20 A 1 0.0 0.0 1 20 A -- SPARE 82 79 FLOORBOX 110 RCPT 20 A 1 0.0 0.0 1 20 A -- SPARE 80 77 FLOORBOX 107 RCPT 20 A 1 0.0 0.0 1 20 A -- SPARE 78 75 P-5 MTR 15 A 1 1.2 0.0 1 20 A -- SPARE 76 73 -- -- -- -- -- 3.7 0.0 1 20 A -- SPARE 74 71 -- -- -- -- -- 3.7 0.0 1 20 A -- SPARE 72 69 P-3 MTR 60 A 3 3.7 0.0 1 20 A Other AED 70 67 -- -- -- -- -- 2.0 0.1 1 20 A MTR CONDENSATE PUMP 68 65 -- -- -- -- -- 2.0 0.0 1 20 A -- MONUMENT LIGHTS 66 63 P-2 MTR 30 A 3 2.0 0.3 -- -- -- -- -- 64 61 -- -- -- -- -- 2.0 0.3 -- -- -- -- -- 62 59 -- -- -- -- -- 2.0 0.3 3 30 A MTR P-10 60 57 P-1 MTR 30 A 3 2.0 0.5 1 15 A MTR P-9 58 55 LOBBY 101 LTG 20 A 1 1.8 1.2 1 15 A MTR P-8 56 53 MULTIPURPOSE 110 LTG 20 A 1 1.7 1.2 1 15 A MTR P-7 54 51 KITCH/STOR/MULTI... LTG 20 A 1 0.5 1.2 1 15 A MTR P-6 52 49 CLASSROOM 107 LTG 20 A 1 1.7 3.7 -- -- -- -- -- 50 47 S. VEST/S. EXTERIOR LTG 20 A 1 0.2 3.7 -- -- -- -- -- 48 45 N. VEST/N. EXTERIOR LTG 20 A 1 0.2 3.7 3 60 A MTR P-4 46 43 MECHANICAL 105 LTG 20 A 1 0.2 1.3 1 20 A Other... MULTIPURPOSE 110 44 41 TOILET/KITCH 107A LTG 20 A 1 0.3 0.8 -- -- -- -- -- 42 39 STORAGE 108/ ELEC 109 LTG 20 A 1 0.4 0.8 -- -- -- -- -- 40 37 EXTERIOR RCPT 20 A 1 0.2 0.8 3 30 A MTR FC-4 38 35 EXTERIOR RCPT 20 A 1 0.2 0.6 -- -- -- -- -- 36 33 EXTERIOR RCPT 20 A 1 0.2 0.6 -- -- -- -- -- 34 31 MULTI 110/STOR 112 MTR;... 20 A 1 1.3 0.6 3 30 A MTR FC-3 32 29 KITCHENETTE 111 RCPT 20 A 1 0.2 0.9 1 15 A MTR FC-2 30 27 KITCHENETTE 111 RCPT 20 A 1 0.2 0.8 -- -- -- -- -- 28 25 KITCHENETTE 111 RCPT 20 A 1 0.2 0.8 -- -- -- -- -- 26 23 KITCHENETTE 111 RCPT 20 A 1 0.2 0.8 3 30 A MTR FC-1 24 21 KITCHENETTE 111 RCPT 20 A 1 0.2 13.6 -- -- -- -- -- 22 19 KITCHENETTE 111 RCPT 20 A 1 0.2 13.6 -- -- -- -- -- 20 17 RESTROOMS/MECH 105 RCPT 20 A 1 0.7 13.6 3 200 A MTR GHP-1 18 15 LOBBY 101/N&S VEST RCPT 20 A 1 1.1 0.7 1 15 A MTR UH-1 16 13 CLASSROOM 107 MTR;... 20 A 1 1.1 0.5 1 15 A MTR CUH-2 14 11 ELEC 109/CLASS 107 RCPT 20 A 1 0.7 0.5 1 15 A MTR CUH-1 12 9 KITCHENETTE 107A RCPT 20 A 1 0.2 0.1 1 15 A MTR B-1 10 7 KITCHENETTE 107A RCPT 20 A 1 0.2 0.2 1 15 A MTR;... WH-1 8 5 KITCHENETTE 107A RCPT 20 A 1 0.2 0.7 1 15 A MTR EF-3 6 3 KITCHENETTE 107A RCPT 20 A 1 0.2 0.7 1 15 A MTR EF-2 4 1 PARKS STORAGE 108 RCPT 20 A 1 0.9 0.7 1 15 A MTR EF-1 2 # BT LOAD DESCRIPTION LT BKR P A B C P BKR LT LOAD DESCRIPTION BT # FED FROM: BUS AMPS: MAINS AMPS:400A MAINS TYPE:SPECIAL: MOUNTING:SURFACE A.F.C....SEE SHORT CIRCUIT STUDY LOCATION:ELECTRICAL 109 VOLTAGE:208Y/120 V. 3 ø 4 W. PANELBOARD: LP1 N.T.S. RISER DIAGRAMB1 Revisions Description Date Num ADD #1 11/28/2022 1 PR#1 3/17/2023 2 PR#4 7/12/2023 3 PR#5 7/12/2023 4 1 1 1 1 2 3 4 4 DocuSign Envelope ID: 8FBEC8A9-734A-4D9C-8D86-E7174B0B7628 Vinco Inc Date :8/11/23 PO BOX 907 Forest Lake, MN 55025 PCO #:13 Project Manager: Matt Rivera PR/SI #6 Description Cost Labor Total 7,645.00$ Materials and Equipment Total 1,683.69$ Tax on Materials and Equipment Only 126.28$ Self Performed Subtotal 9,328.69$ 10% Overhead and Profit 932.87$ Self Performed Total 10,261.56$ Subcontractors -$ 5% Overhead and Profit on Subs -$ Subcontractor Total -$ TOTAL COST OF CHANGE 10,387.84$ Signature:Matthew Rivera Labor By Task Qty Unit Unit Cost Total Cost Install 200A Disconnect -1.5 HR 125.00$ (187.50)$ Install 3/0 Wire -1 HR 125.00$ (125.00)$ Raceway, pulling wire and terminations/installation of 63.66 HR 125.00$ 7,957.50$ (4) condesing units -$ Sub-Total 7,645.00$ Materials and Equipment By Task Qty Unit Unit Cost Total Cost 3/0 Wire Duduct -100 ft (315.00)$ -$ Raceway, wire, misc material to power (4) CUH 1,998.69$ See attached extension report.-$ -$ No cost for additional breakers.-$ -$ -$ Sub-Total 1,683.69$ Sub-Contractor Proposals Total Cost -$ -$ -$ -$ Sub-Total (Attach Sub-Contractor Proposals)-$ Auto Fill from Sub-Total Below (5% is the max allowed on subcontractors) <<< Provide Sales/Use Tax Total CITY OF COTTAGE GROVE - GLACIAL VALLEY PARK BUILDING (10% is the max fee allowed on CO's) Description of Work Notes/Attachments (Auto Fill from Sub-Total Below) (Auto Fill from Sub-Total Below) PROVIDE DETAIL BREAKDOWN BELOW: COST SUMMARY Contractor acknowledges no other Costs assciated with this PCO. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 A B C D E Item #Item Name Quantity Material Labor Label Set: Combined, Combined, Combined, Combined, Combined $1,998.69 63.66 31 12 THHN CU STRANDED 20.00 $2.84 0.10 32 10 THHN CU STRANDED 762.32 $165.58 4.73 33 8 THHN CU STRANDED 669.46 $221.64 5.02 1,507 1/2 EMT CONDUIT 172.93 $128.48 4.30 1,509 1 EMT CONDUIT 146.23 $283.47 7.23 1,676 1/2 EMT CONN S/S 17.29 $4.74 0.87 1,678 1 EMT CONN S/S 14.62 $11.20 1.10 1,748 1/2 EMT COUP S/S 17.29 $6.29 0.65 1,750 1 EMT COUP S/S 14.62 $12.57 0.73 5,430 #10 X 1 1/2 SCREW 8.00 $0.33 0.00 5,488 1/4-20 X 3/8 RH MACH SCREW 63.83 $1.80 0.00 5,492 1/4-20 X 1-1/4 RH MACH SCREW 8.00 $0.34 0.00 5,911 1/4" MACHINE SCRW ANCH 8.00 $4.97 0.50 5,976 #8-#12 PLASTIC ANCHOR 100# 1 1/4"8.00 $0.21 1.29 7,555 1/4-20 APP BEAM CLAMP 63.83 $106.92 12.03 7,579 3/8-1/2 COND HGR W/BOLT 34.59 $15.04 3.82 7,581 1 COND HGR W/BOLT 29.25 $17.22 4.04 8,759 1/2 LIQUIDTIGHT FLEX 8.00 $14.26 0.20 8,760 3/4 LIQUIDTIGHT FLEX 12.00 $30.02 0.45 8,771 1/2 LIQUIDTIGHT FLEX CONN 2.00 $13.16 0.20 8,772 3/4 LIQUIDTIGHT FLEX CONN 2.00 $19.26 0.23 8,819 1/2 LIQUIDTIGHT 90 FLEX CONN 2.00 $21.50 0.25 8,820 3/4 LIQUIDTIGHT 90 FLEX CONN 2.00 $31.79 0.28 9,514 20A WIRE TERMINATION 4.00 $0.00 0.50 9,515 30A WIRE TERMINATION 18.00 $0.00 2.71 9,516 40A WIRE TERMINATION 6.00 $0.00 1.13 9,518 60A WIRE TERMINATION 12.00 $0.00 2.56 9,587 O/B ORANGE/BLUE 3M WIRE NUT 6.00 $0.54 0.24 9,588 R/Y RED/YELLOW 3M WIRE NUT 10.00 $1.32 0.45 20,222 30A GD 3 PH N3R NF SW 2.00 $351.60 3.27 20,223 60A GD 3 PH N3R NF SW 2.00 $531.60 4.77 100,016 CUH 1 & 4 146.23 $0.00 0.00 $1,998.69 63.66 Attachments: Wold PR #6 dated 8/7/23 We have reviewed the PCO and acknowledge that it is a “no change” item and does not affect our completion date. Signed By: Date: Company Name: 501 South Eighth Street Minneapolis, MN 55404 Request For Proposal Project: 2210103- PCO #: 13 Cottage Grove Glacial Valley Park 9900 Ravine Parkway South Cottage Grove, MN 55016 Date: 08/08/2023 To: Matt Harder, Kraus-Anderson Construction Company Ben Albrecht, Kraus-Anderson Construction Company Zac Dockter, City Of Cottage Grove Eugene Hollister, Lake Area Roofing & Construction, Inc. Dan Mycka, Modern Piping, Inc. Griffin Rahm, NOVA Fire Protection, Inc. Nick Evans, NOVA Fire Protection, Inc. Chris Keller, Steenberg-Watrud Construction, LLC Matthew Rivera, Vinco Inc. Jacob Wollensak, Wold Architects & Engineers Michael Stephens, Wold Architects & Engineers Allison Timmins, Wold Architects & Engineers Jake Stolquist, Ebert Construction Please provide a cost breakdown in accordance with the Contract Documents and a Summary for the Change described herein and on the attachments (if any) listed. All responses are required within seven (7) days. This is not an authorization to proceed with the work described herein unless and until approved by the Owner. On approval, this change will be included in a Change Order, which will provide the formal Contract Change. DESCRIPTION OF PROPOSAL: Please provide a cost estimate per the attached Wold Architects and Engineers PR #06 dated August 7, 2023 regarding mechanical system revision. PROPOSAL REQUEST Distribution: ☐ Adam Moshier, CG ☐ Zac Dockter, CG ☒ Dustin Phillips, KA ☒ Jake Wollensak, Wold ☒ Tom Clark, Wold ☒ Michael Stephens, Wold ☒ Allison Timmins, Wold ☒ Pat Jansen, Wold ☒ Angel Gonzalez, Wold ☒ Sean McNamara, Wold ☒ Derek Peterson, Wold ☐ Linda Peters, BKBM ☐ Drew Luebke, BKBM ☐ Jay Pomeroy, BMI ☐ Jeff Toutant, BMI City of Cottage Grove Glacial Valley Park Building Kraus-Anderson Attn: Dan Kjellberg/Rachel Struckman 501 South Eighth Street Minneapolis, MN 55404 612.332.7281 dan.kjellberg@krausanderson.com / rachel.struckman@krausanderson.com Submit an itemized (labor and material) quotation for the proposed modifications to the contract documents as described herein within 21 days of receipt. If a cost is not submitted within 21 days, this Proposal Request can be accepted at no additional cost. Written approval is required prior to proceeding with this change. COST EXPECTATIONS: ☐ DEDUCT ☐ NO COST ☐ ADD PR: 06 Comm: 222064 Const. Pkg: [Status] Item Description 6 Revised Mechanical System 6.1 See revised sheet M2.0 for refrigerant piping to FC 1,2,3,4 and deletion of the geothermal wellfield and heat pump. Provide a new Dx coil and heating coil in each fan coil unit and remove the current coil. 6.2 See revised sheet M4.0 for added condensing unit locations and piping. 6.3 See revised sheet M6.3 for deletion of geothermal details and a revised heating water schematic. 6.4 See revised sheet M6.4 for the added condensing unit schedule, deletion of the geothermal heat pump schedule, and modifications to other related schedules due to the removed heat pump. 6.5 See revised cover sheet E0.00. 6.6 See revised sheet E1.00 for plan and panel revisions. 6.7 See revised sheet E2.01 for the added roof plan. 6.8 See revised sheet E3.00 for updated motor schedule. 6.9 Refer to sheet A2.001 for deletion of the concrete pad. 6.10 Refer to sheet A4.101 for deletion of the concrete pad. 6.11 Refer to revised roof plan on sheet A2.095 for addition of roof curbs. 6.12 See attached specification section 23 09 93 for updated control sequences. Attachments: A2.001, A2.095, A4.101, M2.0, M4.0, M6.3, M6.4, E0.00, E1.00, E2.01, E3.00 Specification Section 23 09 93 Issued By: Pat Jansen Date: 08/07/2023 No. 222064 23 09 93-1 BAS Sequence of Operations Addendum No. 1 – 11/28/2022 Proposal Request No. 6 – 08/07/2023 SECTION 23 09 93 BAS SEQUENCE OF OPERATIONS PART 1: GENERAL 1.01 SUMMARY A. This Section includes control sequences for HVAC systems, subsystems, and equipment. 1.02 DEFINITIONS A. DDC: Direct digital control. 1.03 CONTROL SEQUENCES A. Refer to the attached control sequences and points schedule for required Building Automation Systems work. PART 2: PRODUCTS (Not Applicable) PART 3: EXECUTION 3.01 GENERAL REQUIREMENTS A. System Programming: Provide the most current version of the system software that is available prior to the date of substantial completion. 1. It is the intent that the system be as easy as possible for the building operator to navigate. Modify the system programming and graphics as to include descriptors of the actual equipment names in addition to point mapping acronyms. In addition provide the following front-end graphic interface features: a. Graphic representation of each piece of equipment. b. Configuration of major systems including but not limited to central plants. c. Control points displayed on each page. Coordinate with the Owner’s representative as to level of detail to include on each page. d. Major equipment including air handling equipment graphics shall include a secondary text page with detailed system points and parameters. Coordinate with the Owner’s representative as to level of detail to include on each page. e. Navigation tools and page links. Provide additional navigation features at the request of the Owner. f. Building floor plan graphics showing air handling unit zone boundaries. g. Building floor plan graphics showing each temperature control zone with space temperatures represented. h. Building floor plan graphics to show exhaust fan locations. i. A graphic page to show utility use summary information. j. Graphic page to show a summary of equipment time of day schedules. 2. For all existing equipment, compare the currently installed control program to the control sequences published here in and submit a report to the engineer of discrepancies in the control intent. At the direction of the engineer, modify the existing control sequences as required. 3. Complete the time of day program scheduling for all equipment at the direction of the Owner’s representative. Modify the equipment schedules as necessary to associate equipment in control groups to minimize the number of schedules in the system. Provide a global holiday schedule for all equipment in the building. 4. Coordinate with the Owner’s representative for the initial temperature setpoints for each space. No. 222064 23 09 93-2 BAS Sequence of Operations Addendum No. 1 – 11/28/2022 Proposal Request No. 6 – 08/07/2023 B. Building Automation System Alarms: Alarms generated by the building systems shall be categorized as either critical or non-critical and be handled with the attributes as listed in items 1 and 2 below. Any alarms identified in specific control sequences that are in addition to those listed below shall be handled as non-critical alarms. 1. Critical Alarms: a. Only generated when the alarmed system is enabled. b. Send an email notification to the Owner’s personnel as designated 24 hours a day, 7 days a week. c. Log all critical alarms to server log. d. Generate pop up alarm box at the local display for building personnel as defined by user log-in. 2. Non-Critical Alarms: a. Only generated when the alarmed system is enabled. b. Log all non-critical alarms on server log. c. Generate pop-up alarm box at the local display for building personnel as defined by user log-in. 3. Boiler Plants: a. Critical: 1) Supply water temp 20 degrees +/- for a time period greater than 20 minutes (adjustable) 2) Differential pressure +/- 30% of set point for a time period greater than 15 minutes (adjustable) b. Non-Critical: 1) Each boiler general fault alarm. 2) Each hot water circulating pump VFD status. 4. Heat Pump: a. Critical: 1) Supply water temp 5 degrees +/- for a time period greater than 30 minutes (adjustable) 2) Differential pressure +/- 30% of setpoint for a time period greater than 15 minutes (adjustable) b. Non-Critical: 1) Heat pump general alarm. 2) Each heat pump water circulating pump status. 5. All Space Temperature Sensors: a. Critical: 1) Space temperature less than 45 degrees F. for a time period greater than 15 minutes. 6. Fan Coil Unit Constant Volume: Space temperature variation setpoint color-coded on floor plan graphic. All space temperatures are critical alarmed if less than 45 degrees F. for a time period greater than 15 minutes. a. Non-Critical: 1) Freeze-stat 2) Duct smoke detector 3) Static safety switches 4) High discharge air temperature exceeds 110 degrees F. for a time period greater than 15 minutes 5) Low discharge air temperature less than 38 degrees F. for a time period greater than 15 minutes 6) Supply fan status No. 222064 23 09 93-3 BAS Sequence of Operations Addendum No. 1 – 11/28/2022 Proposal Request No. 6 – 08/07/2023 7. Unit Heaters and Cabinet Unit Heaters: a. Critical: 1) Space temperature is less than 45 degrees F for a time period greater than 15 minutes b. Non-Critical: 1) Fan status 8. Domestic Water Pump: a. Non-Critical: 1) Pump status No. 222064 23 09 93-4 BAS Sequence of Operations Addendum No. 1 – 11/28/2022 Proposal Request No. 6 – 08/07/2023 3.02 CONTROL SEQUENCE AND POINTS SCHEDULE FOR: Fan Coil Units A. General 1. All equipment indicated shall be controlled by the same software defined occupied/unoccupied schedule through the Building Automation System. a. Area Served: Fan Coil Unit FC-1, FC-2, FC-3, FC-4 Relief Hood RH-1 Condensing Unit CU-1, CU-2, CU-3, CU-4 2. Provide all control dampers as referenced here-in and as shown on the drawings unless specifically shown to be provided by the fan coil unit manufacturer including but not limited to the outside air and return air. Installation is work of another Division 23 Section. Provide damper actuators for all dampers including those provided with the unit. 3. Provide the hot water and chilled water valves and actuators. Refer to equipment schedules for 2 or 3 way valves. Installation is work of another Division 23 Section. 4. Provide and wire static pressure safety switches. 5. Provide and wire all electrical interlocks to other equipment associated with this system, as indicated or otherwise necessary for proper system operation. 6. Provide a CO2 sensor in the return duct of FC-1, FC-3, and FC-4. B. Control Sequence 1. Occupied Mode a. The system shall be indexed to occupied mode by a timeclock schedule through the BAS. b. The supply fan shall run continuously. c. The outside air and return air damper shall modulate to maintain a discharge air temperature setpoint. The discharge air shall be reset between an operator adjustable minimum (initially set for 55.0 Deg F) and maximum (initially set for 65.0 Deg F) temperature. The outside air damper shall not modulate below its minimum position. d. The outside air damper shall be closed to minimum position when the outside air enthalpy is greater than the return air enthalpy, the outside air temperature is greater that 80.0 degrees, the outside air enthalpy is greater than 26.0 Btu/lb. e. A carbon dioxide sensor located in the return air stream shall reset the minimum outside air flow setpoint between a “CO2 minimum” and a “max minimum” to maintain an operator defined maximum CO2 con- centration of 1,200 ppm (adjustable). Refer to Drawing Schedules for outside air settings. f. The space relief damper shall modulate as required to maintain a positive building static pressure of 0.02 in w.g. The relief damper shall be fully closed when the outside air temperature is below 40.0°F. g. Chilled Water Coil Valve Control Condensing Unit Control 1) The system shall be indexed to the mechanical cooling mode when the space temperature is above setpoint and either the outside air dampers are fully open or the outside air enthalpy is greater than the return air enthalpy. The condensing unit operation shall be locked out unless the AHU status indicates the fan is running. No. 222064 23 09 93-5 BAS Sequence of Operations Addendum No. 1 – 11/28/2022 Proposal Request No. 6 – 08/07/2023 2) The hot water control valve shall be closed. 3) A temperature sensor in the return air stream shall cycle each stage of the condensing unit on as required to maintain the space air temperature setpoint. FC-1 and FC-4 have two stages, FC-2 and FC- 3 have one stage. 4) For FC-1 and FC-4 provide a minimum time delay between indexing on each subsequent cooling stage and minimum run timers for each stage. Coordinate with the condensing unit manufacturer for equipment interface requirements and initial time delay and run time settings. Confirm initial timed settings by field observation of the refrigeration system sight glass such that system oil is observed to circulate during all operating conditions. 5) When the number of "cooling requests" exceeds the operator-specified number, the discharge air temperature shall be decreased to prevent over heating. 6) Wire a solenoid valve for each circuit of cooling to open when the circuit stage is cycled on. Provide anti-cycle timer for each stage to prevent short cycling on FC-1 and FC-4. 7) When the outside air temperature drops below an operator setpoint initially set for 62°F, disable the mechanical cooling mode and return system to economizer operation. 8) The system shall be indexed to the mechanical cooling mode when chilled water is available, the outside air dampers are full open, the outside air temperature is greater than the return air temperature, and the space is calling for cooling. 9) The hot water control valve shall be closed. 10) The chilled water coil valve shall modulate to maintain the space temperature setpoint. h. Hot Water Control Valve Control 1) The system shall be indexed to the heating mode when hot water is available and the space temperature falls below its setpoint. 2) Cooling operation shall be locked out. 3) The heating coil valve shall be modulated open to maintain the space temperature setpoint. 4) The outside air damper shall close to minimum position. i. Dehumidification Control 1) Provide a software switch allowing the BAS operator to enable/disable dehumidification control. The switch shall provide an option for a global command to enable/disable all air handling systems. 2) When the return air humidity exceeds 55% (adjustable) for a time period greater than 30 minutes (adjustable) and cooling is available, the system shall send a request to enable the boiler plant. When hot water is available, the system shall initiate de-humidification control. 3) Provide a serpentine-type sensor for measuring the average cooling coil discharge air temperature. The discharge air reset control shall be overridden and the cooling coil discharge air temperature shall be set to an operator-defined setpoint initially set for 52°F (adj). 4) The air handling unit heating coil valve shall modulate to maintain the discharge air temperature set point. 5) When the return air humidity drops to 50% (adjustable) for a time period greater than 30 minutes (adjustable), dehumidification control shall be terminated. No. 222064 23 09 93-6 BAS Sequence of Operations Addendum No. 1 – 11/28/2022 Proposal Request No. 6 – 08/07/2023 2. Unoccupied Mode a. Cooling 1) The supply fan shall be off and cooling shall be locked out. 2) The outside air and relief damper shall be in the fully closed position. 3) The heating coil valve shall be closed. b. Heating 1) The unoccupied heating setpoint temperature shall be operator-defined initially set for 55°F (adj) with a 3°F deadband (adj.). The intent is that the deadband will reduce rapid cycling of the fan coil unit. 2) The in-floor heat shall maintain the building unoccupied temperature setpoint. If the in-floor heat valve is fully open and the space is below its unoccupied setpoint temperature then the supply fan shall start with outside air and relief damper fully closed, and the hot water heating coil valve shall modulate open to maintain until the space temperature. 3) The system shall shutdown when the setpoint temperature is achieved. c. Dehumidification Control 1) The intent of dehumidification control during unoccupied mode is to reduce the risk of microbial growth within the building and interstitial spaces. 2) Provide a software switch allowing the BAS operator to enable/disable dehumidification control during unoccupied mode. This software switch shall not affect occupied mode dehumidification control. 3) Dewpoint temperatures shall be calculated with the dry bulb temperature, relative humidity, and/or enthalpy sensors. 4) When the space dewpoint temperature and outdoor air dewpoint temperature both exceed 60°F (adj) for a time period greater than 30 minutes (adj), the BAS shall send a request to enable the cooling and heating plants. When the cooling and heating plants are available, the BAS shall initiate dehumidification control. 5) The supply fan and return fan shall start with outside air and relief air dampers fully closed and return air dampers fully open. 6) The cooling coil discharge air temperature shall be set to an operator-defined setpoint initially set for 52°F (adj). 7) The air handling unit heating coil valve shall modulate to maintain the discharge air temperature set point. 8) When the space dewpoint temperature drops below 60°F (adj) for a time period greater than 30 minutes (adj), unoccupied mode dehumidification control shall be terminated. No. 222064 23 09 93-7 BAS Sequence of Operations Addendum No. 1 – 11/28/2022 Proposal Request No. 6 – 08/07/2023 C. Safeties 1. Freezestat - Provide low temperature type (manual reset) freezestat serpentined across leaving side of hot water coil. De-energize unit fan, close outside air damper, and transmit alarm to BAS when temperature falls below the freezestat setpoint (35°F). 2. High Discharge Air Temperature - De-energize fan and transmit alarm to EMCS when the discharge air temper- ature exceeds 100.0 degrees. 3. Low Discharge Air Temperature - De-energize fan and transmit alarm to EMCS when the discharge air temper- ature drops below 38.0 degrees. D. Alarms 1. Generate an alarm when the freezestat trips. 2. Generate an alarm when the supply fan control is on but the fan status is off. 3. Generate an alarm when the space temperature is 5°F above or below the setpoint for more than a 10-minute duration (all variables operator adjustable). 4. Generate an alarm if the return air CO2 level is above 1,500 ppm for a period of 1 hour (adjustable). 5. Condensate pan overflow alarm. Provide a high level sensor in the condensate pan. E. Points Schedule Provide at a minimum the following control points for each system and as required to accomplish the control se- quences. (DO) Supply Fan Control (DI) Supply Fan Status (current sensor) (AI) Space Temperature (AI) Discharge Air Temperature (AI) Outside Air Temperature (DI) Freezestat Alarm (AO) Chilled Water Valve Modulation (DO) Outside Air Damper Control (AO) Return Air Damper Control (AO) Relief Damper Control (AI) Return Air Temperature (AO) HW Valve Modulation (AI) CO2 Concentration (AI) Return Air Humidity (AI) Mixed Air Temperature (AI) Building Differential Static Pressure (DO) Dx Control (2 stages for FC-1, FC-4) (AI) Space Humidity (AI) Outside Air Humidity (DI) Condensate Pan Overflow No. 222064 23 09 93-8 BAS Sequence of Operations Addendum No. 1 – 11/28/2022 Proposal Request No. 6 – 08/07/2023 3.03 CONTROL SEQUENCE AND POINTS SCHEDULE FOR: Central Heat Pump and Boiler System A. General 1. The central heat pump is provided with factory mounted and wired controls and control components. The factory provided controller is capable of open protocol communications through the BACnet ANSI/ASHRAE communi- cation standard 135-2004. Integrate the heat pump into the Building Automation System. Refer to specification section 23 64 30. 2. Provide and wire flow switch required for the heat pump as required for operation. Coordinate requirements with the manufacturer. Installation by another Division 23 contractor. 3. Provide and wire differential pressure sensors on the building water and geothermal water distribution system across the remote piping mains. Coordinate requirements with other Division 23 sections. 4. Coordinate with the boiler manufacturer to provide the following control functions through the Building Auto- mation System: enable/disable, temperature reset and general fault alarm. 5. Provide a push button switch at each boiler room exit at 5’-0” AFF to function as an emergency boiler and water heater shut-off. Provide with a clear plastic, hinged, cover over the buttons. Label with a red plastic laminate sign with white lettering “Emergency Boiler Shut-off”. Code requires the switch to be located adjacent to each exit outside the boiler room. Verify exact locations with the engineer prior to installation. 6. Provide BTU meter for the wellfield. 7. Provide 2-way bypass valve in the remote building system piping loop. B. Control Sequence 1. Heat Pump Boiler Control a. The central plant system shall be enabled manually through the BAS graphics or by the BAS through a user defined time clock schedule. The central plant shall broadcast an enable signal across the network. Heating or cooling mode shall be selected on the front end interface and signal shall be sent to the heat pump and the mode shall be broadcast across the network. b. The operator shall manually determine through the front-end user interface if the plant is operating in the “summer mode,” “winter mode,” or is turned off. c. In the “winter mode,” the central plant shall enabled by the BAS system when outdoor air temperature drops below a user-definable setpoint initially set for 50 degrees F. The central plant control module shall broad- cast a "heating available" signal across the network to the various system control modules. d. In the “summer mode,” the central plant shall be enabled upon a call for dehumidification from the air handling systems. The central plant control module shall broadcast a "heating available" signal across the network to the various system control modules. The primary loop differential pressure shall reset to an adjustable summer operation setpoint determined by the balancing contractor. e. When the plant is enabled, the wellfield circulating pump P-3 or P-4 shall operate continuously. Wellfield Pumps P-3 and P-4 are 100% redundant and shall operate on a lead/lag basis. When the lead pump is indi- cated to run but its status is off, the lag pump shall start. The lead pump designation shall alternate on a user defined time clock schedule initially set for one week. No. 222064 23 09 93-9 BAS Sequence of Operations Addendum No. 1 – 11/28/2022 Proposal Request No. 6 – 08/07/2023 f. Pump P-3 and P-4 shall each be controlled through their variable speed drives to maintain the loop field supply water setpoint. The supply water setpoint shall be reset between a user defined maximum and mini- mum setpoint based upon heat pump cooling and heating demand. Pumps speed shall be overridden to maintain differential pressure setpoint across the geothermal supply and return mains at the heat pump. Coordinate pressure setpoint with the heat pump manufacturer. g. When the plant is enabled, the building water circulating pump P-1 or P-2 shall operate continuously. Pumps P-1 and P-2 are 100% redundant and shall operate on a lead/lag basis. When the lead pump is indicated to run but its status is off, the lag pump shall start. The lead pump designation shall alternate on a user defined time clock schedule initially set for one week. h. Pumps P-1 and P-2 shall each be controlled through their variable speed drives to maintain differential pressure setpoint in the building system. Modulate the remote system bypass valve open if differential pres- sure exceeds setpoint by 5 psi or more and pumps are at minimum VFD speed of 20%. i. The heat pump boiler shall operate on its own internal controls to maintain the heating water temperature setpoint. The heating water setpoint shall be reset linearly based on a user adjustable reset schedule as fol- lows: 130° F 140° F at 20° F outside air temperature or less, and 90° F at 60° F outside air temperature or greater. j. The heat pump shall operate on their own internal controls to maintain the chilled water temperature setpoint of 42 degrees (adjustable). k. Pump P-10 shall operate when the boiler is enabled. Coordinate with the boiler manufacturer. 2. Boiler Control a. Boiler B-1 and circulating pump P-10 shall be enabled when the heat pump is in fault, or is unable to main- tain the heating supply water setpoint leaving the heat pump by a user adjustable offset for a user adjustable time period, or when flow is below a user adjustable setpoint at the heat pump heating water main. The boiler will operate on its own internal controls. Turn off the boiler when the above conditions are no longer valid. b. Provide a supply water temperature sensor and PID loop for boiler B-1 and control to maintain the supply water temperature setpoint use the same heating water reset schedule as the heat pump above. Override the boiler valve open prior to starting the boiler and pump P-10. c. At the end of each year on December 31, compare the amount of heat extracted versus delivered to the well field by the BTU meter. If the amount of heat extracted exceeds the amount delivered, then run the boiler for the heat source until the heat amount is balanced, the heat pump shall be off. When the totals equalize, then resume heat pump operation with the boiler off. C. Safeties 1. The heat pump flow switch shall be wired directly to the heat pump control panel circuit as and operational safety; coordinate installation methods with heat pump manufacturer. D. Alarms 1. Generate an alarm when the heat pump is indicated to run but its status is off. 2. Generate an alarm when any of the heat pump parameters are outside of the manufacturer's recommended limits. 3. Generate an alarm when the boiler is indicated to run but is in fault. 4. Generate an alarm when any of the pumps are indicated to run but its status is off. No. 222064 23 09 93-10 BAS Sequence of Operations Addendum No. 1 – 11/28/2022 Proposal Request No. 6 – 08/07/2023 5. Generate an alarm when the well field supply temperature is ± 3° F off setpoint for a period greater than 30 minutes. 6. Generate an alarm when the building supply loop is ± 5° F off setpoint for a period greater than 30 minutes. E. Points Schedule Provide at a minimum the following control points for each system and as required to accomplish the control se- quences indicated. (DO) Heat Pump Control (DO) Pump P-1 Control (DI) Heat Pump Failure Alarm (DI) Pump P-1 Status (AI) Heat Pump BACnet Points (all available points) (AO) Pump P-1 VFD Modulation (AI) Well Field Supply Temperature (DO) Pump P-2 Control (AI) Well Field Return Temperature (DI) Pump P-2 Status (AI) Building Supply Temperature (Two) (One) (AO) Pump P-2 VFD Modulation (AI) Bulding Return Temperature (DO) Pump P-3 Control (DO) B-1 Control (DI) Pump P-3 Status (DI) B-1 Failure Alarm (AO) Pump P-3 VFD Modulation (AO) B-1 Temperature Setpoint (DO) Pump P-4 Control (AI) Boiler B-1 Supply Temperature (DI) Pump P-4 Status (AI) Boiler B-1 Return Temperature (AO) Pump P-4 VFD Modulation (AO) Boiler B-1 2-Way Valve Control (DO) Pump P-10 Control (AO) Heating Supply Setpoint (AO) Cooling Supply Setpoint (DI) Pump P-10 Status (AO) Pump P-10 VFD Modulation (AI) Building Loop Differential Pressure (AI) Wellfield Loop Differential Pressure (AI) Pump P-1 VFD Speed % (DI) Pump P-1 VFD Fault (AI) Pump P-2 VFD Speed % (DI) Pump P-2 VFD Fault (AI) Pump P-3 VFD Speed % (DI) Pump P-3 VFD Fault (AI) Pump P-4 VFD Speed % (DI) Pump P-4 VFD Fault (AI) Wellfield BTU Meter (AO) Building Loop Bypass Valve Control No. 222064 23 09 93-11 BAS Sequence of Operations Addendum No. 1 – 11/28/2022 Proposal Request No. 6 – 08/07/2023 3.04 CONTROL SEQUENCE AND POINTS SCHEDULE FOR: In Floor Heating System (Radiant Heating Hydronic) A. General 1. The in-floor system is a field fabricated 35% glycol loop heated by the boiler plant with in-floor tubing as indi- cated on drawings. Provide four separate zones: a. Multi-Purpose Room: Pump P-5 b. Breakroom: Pump P-6 c. Lobby: Pump P-7 d. Classroom: Pump P-8 2. Provide a three way control valve with electric actuator for each pump. Installation by another Division 23 section. The control valve shall be selected to be normally closed. 3. Connect to an in-slab temperature sensor provided with the system. B. Control Sequence 1. Occupied Mode a. The system shall be enabled by the operator via a “button” on the front end software graphics or when space temperature drops below a user defined setpoint and hot water is available. b. Heating Mode: The zone pump shall operate continuously. The hot water valve shall modulate open to maintain the in floor temperature setpoint (maximum of 126° F). The in floor setpoint shall be reset by the space temperature sensor to maintain a space temperature of 70° (adjustable). It is the intent of the sequence to maintain the in floor temperature within a small range and to not fluctuate rapidly as to cause overheating. The fan coil units in the space are intended to react to space temperature swings within the space. c. The control valve shall be fully closed to bypass the in-floor loop when the heat pump is in cooling mode. 2. Unoccupied Mode a. The system shall be disabled by the operator through the front end software graphics. b. The pump shall be off. c. The heating valve shall be fully closed to bypass the in-floor heat loop. C. Alarms 1. Generate an alarm when the space temperature is ± 5°F off setpoint for a period greater than 30 minutes. 2. Generate an alarm when the pump control is on but its status is off. D. Points Schedule Provide at a minimum the following control points for each system and as required to accomplish the control se- quences. (DO) Pump Control (AI) Space Temperature (DI) Pump Status (Current Sensor) (AO) 3-Way Valve Modulation (AI) Supply Temperature (AI) Return Temperature (AI) In-Slab Temperature No. 222064 23 09 93-12 BAS Sequence of Operations Addendum No. 1 – 11/28/2022 Proposal Request No. 6 – 08/07/2023 3.05 CONTROL SEQUENCE AND POINTS SCHEDULE FOR: Exhaust Fans – Scheduled On/Off A. General 1. Exhaust fans as indicated on the drawings and unless indicated to be controlled by another method, shall be controlled on/off by a time of day schedule through the BAS system. 2. Each fan shall be capable of being individually controlled. The final time of day schedules and how systems may be grouped together shall be reviewed and approved by the Owner prior to occupancy. 3. 480/3 volt exhaust fans are furnished with magnetic contactors or motor starter/switches by Division 26. Division 23 to provide all required control relays for all exhaust fans. Coordinate an accessible relay location for installa- tion by Division 26. 4. Provide motorized dampers and 2-position electric actuators where noted on the drawings. Coordinate connection requirements to each fan with the fan manufacturer. Provide the damper actuator with a compatible voltage, damper end switch, and control transformer where necessary. Damper installation by another DIV 23 section. 5. Provide and wire all electrical interlocks to other equipment associated with this system, as indicated or otherwise necessary for proper system operation. B. Control Sequence 1. Occupied Control a. Enable each exhaust fan to run continuously. b. For exhaust fans provided with motorized dampers, the damper shall prove fully open prior to enabling the exhaust fan. 2. Unoccupied Control a. Disable each exhaust fan off. b. For exhaust fans with motorized dampers, fully close the damper when the fan is disabled. C. Alarms 1. Generate an alarm if the fan is enabled and its status is off. D. Points Schedule Provide at a minimum the following control points for each system and as required to accomplish the control se- quences indicated. (DO) Exhaust Fan Control (DI) Exhaust Fan Status (DO) Motorized Damper Control (DI) Motorized Damper End Switch No. 222064 23 09 93-13 BAS Sequence of Operations Addendum No. 1 – 11/28/2022 Proposal Request No. 6 – 08/07/2023 3.06 CONTROL SEQUENCE AND POINTS SCHEDULE FOR: Exhaust Fans – Local Timed Push Button A. General 1. Exhaust fans as indicated on the drawings shall be controlled by a pushbutton or pushbuttons located in the area served by the exhaust fan. 2. 480/3 volt exhaust fans are furnished with magnetic contactors or motor starter/switches by Division 26. Division 23 to provide all required control relays for all exhaust fans. Coordinate an accessible relay location for installa- tion by Division 26. 3. Provide motorized dampers and 2-position electric actuators where noted on the drawings. Coordinate connection requirements to each fan with the fan manufacturer. Provide the damper actuator with a compatible voltage, damper end switch, and control transformer where necessary. Damper installation by another DIV 23 section. 4. Provide and wire all electrical interlocks to other equipment associated with this system, as indicated or otherwise necessary for proper system operation. 5. Provide a momentary push button with stainless steel cover plate and LED pilot light indicator. The indicator light shall illuminate at all times when the exhaust fan is in operation. 6. Provide a plastic laminate sign at each switch location indicating the piece of equipment to be controlled. B. Control Sequence 1. Control Sequence a. Upon activation of the push button, the exhaust fan shall run for a time period as determined by the BAS system. The time shall initially be set for 60 minutes. b. For exhaust fans provided with motorized dampers, the damper shall prove fully open prior to enabling the exhaust fan. The damper shall close when the fan is off. c. The exhaust fan shall be turned off when the push button is activated a second time. C. Alarms 1. Generate an alarm if the fan is indicated to run and its status is off. D. Points Schedule Provide at a minimum the following control points for each system and as required to accomplish the control se- quences indicated. (DO) Exhaust Fan Control (DI) Exhaust Fan Status (DO) Motorized Damper Control (DI) Motorized Damper End Switch (DI) Momentary Push Button No. 222064 23 09 93-14 BAS Sequence of Operations Addendum No. 1 – 11/28/2022 Proposal Request No. 6 – 08/07/2023 3.07 CONTROL SEQUENCE AND POINTS SCHEDULE FOR: Exhaust Systems – Park Storage Garage A. General 1. Air Handling Systems: All equipment indicated shall be controlled by the same software defined occupied/un- occupied schedule through the Building Automation System. a. AREA SERVED: Park Storage Garage Motorized Supply and Exhaust Dampers Exhaust Fan EF-2 2. Provide all electrical interlocks to other equipment as required for operation. 3. Provide a motorized damper and end switch for each damper. Damper installation by another Division 23 section. 4. Provide and wire air quality sensor and panels as located on the plans. Provide sensor for full coverage for carbon monoxide and nitrous oxide. 5. Provide a momentary contact pushbutton switch with metal cover plate and LED pilot light for local override to occupied mode. Allow to run for a software determined length of time. Coordinate location with Owner. B. Control Sequence 1. Occupied (Air Quality Purge or Pushbutton) a. When the air quality sensor is outside of its acceptable limits or by pushbutton, then the exhaust fan EF-2 shall start and the motorized supply and exhaust dampers shall open. Dampers shall prove open prior to starting the fan. 2. Unoccupied Mode a. Exhaust system operation shall be off and dampers fully closed. C. Alarms 1. Generate an alarm when one of the following devices trips: 2. Generate an alarm if any of the exhaust fans are indicated to run but their status is off. 3. Generate an alarm if any of the air quality sensors are sensing conditions outside of their acceptable parameters for a time period greater than 30 minutes. D. Points Schedule Provide at a minimum the following control points for each system and as required to accomplish the control se- quences. (DI) Air Quality Sensor Input (DO) Exhaust Fan Control (DO) Exhaust Fan Damper Control (DI) Exhaust Fan Damper End Switch (DI) Exhaust Fan Status (DI) Pushbutton Override (DO) Damper Control (Each) (DI) Damper End Switch (Each) No. 222064 23 09 93-15 BAS Sequence of Operations Addendum No. 1 – 11/28/2022 Proposal Request No. 6 – 08/07/2023 3.08 CONTROL SEQUENCE AND POINTS SCHEDULE FOR: Cabinet Unit Heaters A. General 1. Provide a space temperature sensor and control sequence for each cabinet unit heater. 2. Provide 2-way modulating heating control valves and actuators. Installation is work of another Division 23 Sec- tion. 3. Provide and wire a surface mounted aquastat. Coordinate installation with the Division 26 contractor. 4. The unit heaters shall be indexed between its occupied and unoccupied modes by a timeclock schedule through the BAS system. B. Control Sequence 1. Occupied Mode a. The heating coil valve shall modulate open to maintain a space temperature setpoint initially set for 68.0 Deg F (adjustable). The control valve shall be fully closed when the heat pump is in cooling mode. b. An aquastat mounted on the return hot water line shall de-energize fan motor when fluid temperature falls below setpoint of aquastat (adjustable). The aquastat and the space temperature call for heat shall be wired in series such that the unit heater fan will run only if there is a call for heat and there is hot water available in the system. c. To comply with the Energy Code, the space temperature setpoint for unit heaters serving vestibules shall be set for 60.0 Deg F and the control valve shall be fully closed and the operation locked out when the outside air temperature is greater than 45.0 Deg F. 2. Unoccupied Mode a. The heating coil valve shall modulate open to maintain a unoccupied space temperature setpoint initially set for 50.0 Deg F (adjustable). The control valve shall be fully closed when the heat pump is in cooling mode. b. An aquastat mounted on the return hot water line shall de-energize fan motor when fluid temperature falls below setpoint of aquastat (adjustable). The aquastat and the space temperature call for heat shall be wired in series such that the unit heater fan will run only if there is a call for heat and there is hot water available in the system. c. To comply with the Energy Code, the control valve shall be fully closed and the operation locked out when the outside air temperature is greater than 45.0 Deg F. C. Alarms 1. Generate an alarm when space temperature drops 5°F below setpoint for 5-minute duration in heating mode. D. Points Schedule Provide at a minimum the following control points for each system and as required to accomplish the control se- quences indicated. (AI) Space Temperature (AO) Heating Valve Modulation (AI) Outside Air Temperature No. 222064 23 09 93-16 BAS Sequence of Operations Addendum No. 1 – 11/28/2022 Proposal Request No. 6 – 08/07/2023 3.09 CONTROL SEQUENCE AND POINTS SCHEDULE FOR: Horizontal Unit Heaters A. General 1. Provide a space temperature sensor and control sequence for each horizontal unit heater. 2. Provide 2-way modulating heating control valves and actuators. Installation is work of another Division 23 Sec- tion. 3. Provide and wire a surface mounted aquastat. Coordinate installation with the Division 26 contractor. 4. The unit heaters shall be indexed between its occupied and unoccupied modes by a timeclock schedule through the BAS system. B. Control Sequence 1. Occupied Mode a. On a call for heat from a space temperature sensor, the heating valve shall modulate open, to maintain a temperature setpoint of 70.0 degrees. The control valve shall be fully closed when the heat pump is in cooling mode. b. An aquastat mounted on the return hot water line shall de-energize fan motor when fluid temperature falls below setpoint of aquastat (adjustable). The aquastat and the space temperature call for heat shall be wired in series such that the unit heater fan will run only if there is a call for heat and there is hot water available in the system. 2. Unoccupied Mode a. On a call for heat from a space temperature sensor, the heating valve shall modulate open to maintain a tem- perature setpoint of 55.0 degrees. The control valve shall be fully closed when the heat pump is in cooling mode. b. An aquastat mounted on the return hot water line shall de-energize fan motor when fluid temperature falls below setpoint of aquastat (adjustable). The aquastat and the space temperature call for heat shall be wired in series such that the unit heater fan will run only if there is a call for heat and there is hot water available in the system. C. Alarms 1. Generate an alarm when the space temperature drops 5°F below setpoint for a 5-minute duration. D. Point Schedule Provide at a minimum the following control points for each system and as required to accomplish the control se- quences indicated. (AI) Space Temperature (AO) Heating Valve Modulation No. 222064 23 09 93-17 BAS Sequence of Operations Addendum No. 1 – 11/28/2022 Proposal Request No. 6 – 08/07/2023 3.10 CONTROL SEQUENCE AND POINTS SCHEDULE FOR: Convectors A. General 1. Provide a space temperature sensor and control sequence for each terminal heating device. 2. Provide 2-way modulating heating control valves and actuators. Installation is work of another Division 23 sec- tion. 3. The system shall be indexed between their occupied and unoccupied modes by a timeclock schedule through the BAS system. B. Control Sequence 1. Occupied Mode a. On a call for heating from the space temperature sensor, the heating valve shall modulate open to maintain a temperature setpoint of 72.0 degrees. The control valve shall be fully closed when the heat pump is in cooling mode. 2. Unoccupied Mode a. On a call for heating from the space temperature sensor, the heating valve shall modulate open to maintain a temperature setpoint of 55.0 degrees. The control valve shall be fully closed when the heat pump is in cooling mode. C. Alarms 1. Generate an alarm when the space temperature drops 5°F below setpoint for a 5-minute duration in the heating mode. D. Point Schedule Provide at a minimum the following control points for each system and as required to accomplish the control se- quences indicated. (AI) Space Temperature (AO) Heating Valve Modulation No. 222064 23 09 93-18 BAS Sequence of Operations Addendum No. 1 – 11/28/2022 Proposal Request No. 6 – 08/07/2023 3.11 SEQUENCE OF OPERATION AND POINTS SCHEDULES FOR: Domestic Water Heating Systems A. General 1. The following types of water heater control sequences are described in this section: a. Location: Water Heater WH-1 Recirculation Pumps P-9 2. Three phase motors are furnished with magnetic contactors or motor starter/switches by Division 26. Provide all required control relays necessary for operation. Coordinate relay installation with the Division 26 contractor to be in an accessible relay location. B. Control Sequence 1. Occupied a. The domestic water heaters shall operate continuously on their own internal controls. b. Domestic water circulating pump(s) shall be enabled. 2. Unoccupied a. The domestic water heaters shall operate continuously on their own internal controls. b. The domestic water circulating pump(s) shall be disabled. C. Alarms 1. Generate an alarm when any pump is controlled on but the status is off. D. Points Schedule Provide at a minimum the following control points for each system and as required to accomplish the control se- quences indicated. (DO) Pump Control (each) (DI) Pump Status (each) END OF SECTION 23 09 93 FLOOR PLAN KEY NOTES: 1 DOOR ACTUATORS. 2 INDUSTRIAL SHELVING, NIC. 3 MOP SINK - SEE MECHANICAL. 4 CABINET UNIT HEATER. SEE DETAIL . SEE MECH. FOR SPECIFICATIONS, COORDINATE LOCATION WITH MECH. 5 PROVIDE WALL MOUNTED FIRE EXTINGUISHER PER SPECIFICATIONS. VERIFY LOCATION WITH OWNER/ARCHITECT. 6 INTERIOR WOOD BENCH, SEE SPECIFICATION 12 67 00. 7 PROVIDE IN-WALL BACKING AS REQUIRED FOR WALL-MOUNTED AV EQUIPMENT. 8 PROVIDE RECESSED CABINET AND FIRE EXTINGUISHER PER SPECIFICATIONS. VERIFY LOCATION WITH OWNER/ARCHITECT. 9 FRP 8'-0" AFF AND EXTENDING 2'-0" TO EACH SIDE OF MOP SINK/HOSE BIB U.N.O.; SEE SPECIFICATION 06 83 16. 10 BOLLARD, SEE DETAIL 11 TRENCH DRAIN, SEE MECHANICAL. C6/A6.001 12 FOLDING GLASS DOOR SYSTEM. 13 MANUFACTURED FIREPLACE; SEE CIVIL. 14 CORNER GUARDS, TYP.; SEE SPECIFICATIONS. 15 RECESSED FIRE DEPARTMENT KEYED LOCK BOX. 16 EXTERIOR BENCH; SEE CIVIL. 17 CONCRETE SPLASH BLOCK. SEE DETAIL B6/A6.001 18 THERMALLY MODIFIED WOOD SIDING; SEE SPECIFICATIONS AND ELEVATION. 19 HOSE BIB, SEE MECHANICAL. 20 EMERGENCY EYEWASH, SEE MECHANICAL. B3/A4.705 21 AP #1; COORDINATE LOCATION WITH MECHANICAL CONTRACTOR IN FIELD. 4 A B C D E F J L M N P Q 3 2 1 G KH 24'-0"25'-8"24'-0"3'-9 1/2" 6'-5" 6'-5" 6'-5" 6'-5" 6'-5" 6'-5" 6'-5" 6'-5" 6'-5" 6'-5" 6'-5" 6'-5" 6'-5" 6'-5" 2'-5" MULTIPURPOSE 110 STORAGE 112 KITCHENETTE / SERVING 111 N. VEST 102 S. VEST 100 LOBBY / WARMING 101 MECHANICAL / JAN SUPPLY 105 PARKS STORAGE 108 CLASSROOM / PROGRAMS 107 ELECTRICAL 109 KITCHENETTE 107A TOILET 104 TOILET 103 SF1 SF2SF3 SF8 SF1 SF4SF5 _______D5 A4.101 100A 100B 102A 102B106105 104103107A 108A109 110A 111A111B _______D3 A4.101 A4.707A7A4.707 B7 A4.707 A5 A4.707 C7 A4.707 B5A4.707 D7 GA6 GA7 GA6 GA7 GA7 MA3 MA3 MA3 MA3 MA3 GA6 GA7 A4.706 B6 A4.706 E6A4.706 D6 A4.706 B3 A4.706B1 C5A5.101E1 A5.101E5A5.101C1 A5.101 9'-7 1/2"4"7'-4" D1 A5.201 _______ TOILET 106 D2 A5.201 _______ D4 A5.201 _______ 44'-0 1/2"8'-7 1/2"2'-10 1/4"40'-6 1/4"1'-4 1/2"24'-0"25'-8"24'-0"3'-4" 6'-0" 6'-3 1/2"2'-0 1/2"3'-4" 32'-8 1/2"2'-4"38'-2 1/4" 2'-10 1/4" 8'-7 1/2" 12'-7 1/4"31'-5 1/4" F2 A5.201 _______ D7 A5.201 _______ F1 A5.201 _______ 2 2 6 1 A4.706 E3 D3 B4 A5.201 _______B2 A5.201 _______ 1 1 6 6 6 4 1 1 5 1/2"10'-8"3"6'-10" 5'-8" 3'-1" 2'-11 1/2" 5'-8" 2'-2"21'-8"17'-4"1'-6 3/4" 7'-1 1/4" 7'-10 3/4" 2'-10 1/4" 5 1/2" 2'-10 1/4" 12'-0" 10" 12'-0" 10" GB6GB6 5'-0" GB6 12'-0" 4'-0" 9'-11 1/2" 3'-8" 4'-0" 1'-1" 2'-2" 8'-5"2'-2"2'-3" 1'-9"6'-7"GB6GB6 GA6 D5 A5.201 _______ F5 A5.203 _______ SIM F1 A5.201 _______ SIM D4 A5.201 _______ SIM D1 A5.201 _______ SIM D2 A5.201 _______ 10 F1 A5.202 _______ 11 F3 A5.202 _______ B5 A5.201 _______ F1 A5.203 _______ C1 A5.202 _______ C5 A5.202 _______ GBM GBM GBM GBM GBMGBM GBM F5 A5.202 _______F7 A5.202 _______ SIM F5 A5.202 _______ SIM F7 A5.202 _______ 12 111C 112 SF6SF6SF7SF7SF9 4'-8 1/2" 10'-0" 2'-0" 3'-4" 108C 108B 15'-7 1/2"38'-1"5'-3 1/2" 20'-0 1/2"6'-0"6'-3 1/2"2'-0 1/2"3'-4"15'-9"3'-0"13'-11 1/2"3'-4"6'-0"CANOPYABOVECANOPY ABOVE 1'-2" 1'-2"1'-2" 1'-2"1'-2" 1'-2" 4'-0" x 8'-8" CONC STOOP 4'-6" CANOPY ABOVE 6'-0"CANOPYABOVE1'-2" (6) EQ JOINTS IN CAP 1'-2" 4'-0" x 8'-8" CONC STOOP 4 1 1 1 4'-0"4'-8"18'-0"17'-3"4'-0" x 8'-4" CONC STOOP 4'-0" x 8'-4" CONC STOOP 10 5'-0" x 15'-6" CONC STOOP 12 12 GB7 1'-4 1/2"2'-4"GBM 1'-4 1/2"EQ EQ3'-0"3'-7" 2'-5" EQ EQ FLOOR DRAIN 99'-8 1/2"38'-1"11'-11 1/2"13'-4 1/2"5 8 8 8 3'-4" x 37'-8" CONC STOOP 13 A4.706 D1 A4.706E1 F3 A5.101F6A5.10114 14 14 14 14107B 110BB1 A5.201 _______ SIM B1 A5.201 _______ 15 GB6GB6 11'-1 1/2" 3'-8" 5 9 16 _______F1 A5.603 _______F4 A5.603 TYP _______F6 A5.603 1710"CLG ABOVE _______C1 A5.603 18 18 19 9 3 GA6 20 GA7 _______E3 A5.601 _______B5 A5.601 L1 21 21'-7" 1 1 1 GA6 1 1 77 1 1 3 3 4 FOR FRAME DEPTH, ONLY EXCEPTIONS TO THE FOLLOWING TABLE ARE SCHEDULED: GYPSUM BOARD PARTITIONS: THROAT OF FRAME TO MATCH WALL THICKNESS. MASONRY PARTITIONS: 4" WALL: 3 3/4" FRAME 6" WALL: 5 3/4" FRAME 8" AND GREATER WALL: 7 3/4" FRAME FRAME DEPTHS ARE SCHEDULED IN NOMINAL DIMENSIONS. SEE FRAME/ DOOR TYPES (DETAIL SECTION 51000) FOR CORRESPONDING ACTUAL DIMENSIONS. ALL DOORS ARE 1 3/4" THICK UNLESS OTHERWISE NOTED. FOR GLASS TYPES, ONLY EXCEPTIONS TO THE FOLLOWING TABLE ARE SCHEDULED: INTERIOR NON RATED: CLEAR (SAFETY WHEN REQUIRED BY TABLE IN GLAZING SPECIFICATION.) INTERIOR AND EXTERIOR RATED: FIRE RATED EXTERIOR NON-RATED: CLEAR INSULATED (SAFETY INSULATED WHEN REQUIRED BY TABLE IN GLAZING SPECIFICATION.) SEE SHEET A2.901 FOR FRAME TYPES. SEE SHEET A2.901 FOR DOOR TYPES. AT DOOR SCHEDULE, LABEL DESIGNATION "45/20" INDICATES: FOR ALL OPENINGS WITH SIDE LITES AND SCHEDULED TO BE RATED FOR 20 MINUTES, THE DOOR AND ANY GLASS WITHIN THE DOOR IS TO BE RATED FOR 20 MINUTES; THE FRAME AND ADJACENT SIDELITE(S) GLASS AND FRAME IS TO BE RATED FOR 45 MINUTES." 1. 2. 3. 4. 5. 6. DOOR SCHEDULE GENERAL NOTES HANDICAP ACTUATORS (AT TWO EXTERIOR VESTIBULE DOORS). CARD READER. SEE HARDWARE SPECIFICATIONS AND ELECTRICAL DRAWINGS. 1. 2. DOOR SCHEDULE REMARKS 5'-8" OPENING FOR SLIDING BARN DOOR ASSEMBLIES.3. TOTAL QTY THREE (3) FOLDING GLASS DOORS - SEE STORE FRONT TYPES ELEVATIONS FOR ADDITIONAL INFORMATION. 4. SEE INTERIOR ELEVATIONS FOR LOCATIONS OF BURNISHED BLOCK, PAINTED BLOCK, STONE, PAINT, AND VINYL BASE. 1. 3. 4. 5. PAINT CEILING AND ALL EXPOSED STRUCTURE (NOT INCLUDING GLU-LAM WOOD STRUCTURE), PIPING, CONDUIT, MECHANICAL DUCTS AND VENTS. PROVIDE VINYL BASE AT CASEWORK. 6. SEE INTERIOR ELEVATIONS SHEET A4.706 FOR GWB REVEAL LOCATIONS. SLOPE CONC. FLOOR TOWARDS TRENCH DRAIN. SEE PLANS FOR FLOOR SLOPING INFORMATION. ROOM FINISH SCHEDULE REMARKS PROVIDE REMOVABLE RESILIENT ATHLETIC FLOORING (RAF-1) INSTALLED OVER PERMANENT P-TILE FLOORING. 2. 7. PROVIDE EPOXY PT THROUGHOUT ROOM IN ALL LOCATIONS SCHEDULED FOR PT.8. BASE CONDITION VARIES FROM WALL TO WALL - REFER TO INTERIOR ELEVATIONS. 8'-6" GWB/PT-6A 8'-6" GWB/PT-6A 8'-0" ACT 2 / -- 9'-0" ACT 2 / --8'-0" ACT 2 / -- 9'-0" ACT 2 / --EQ4'-6"EQ4'-6"3'-0"4'-0"4'-0"3'-0"4'-0"4'-0" EXPOSED EXPOSED EXPOSED 3 3 3 3 4 5 4 5 3'-0"3'-0"3 9'-0" GWB/PT-6A BTM OF CLG 9'-4" TYP 3'-0"TYP 66 66 777 3'-0"2'-0"8 8 BTM OF CLG 9'-4" TYP 1 9 7'-0" GWB/PT-6A 7'-0" GWB/PT-6A 7'-0" GWB/PT-6A HIGH _______F1 A4.801 D6 A5.603 _______ B7 A4.801 _______ A7 A4.801 _______ A7 A4.801 _______ 9'-0" GWB/PT-6A A7 A4.801 _______ 10 10 11 TYP 11 TYP EQ12 HIGH 12 15 13 13 B1 A4.801 _______ B1 A4.801 _______SIM B1 A4.801 _______SIM B1 A4.801 _______ 1 1 A5 A4.801 _______ 1 EQEQ3'-2 1/2" 6'-5" 6'-5" 6'-5" 6'-5" 6'-5" 9'-7 1/2" 9'-7 1/2" 3'-2 1/2"EQ 6'-0" EQEQ EQ KA 14 G Q EQEQ6'-5" 9'-7 1/2" 6'-5" 6'-5" 6'-5" 6'-5" 6'-5" 3'-2 1/2"EQ EQ EQEQ EQ EQ EQ 9'-0" GWB/PT-6A ALIGN FINISHES 1 7'-2" GWB/PT-6A 3 A5 A4.801 _______ 8'-2" ACT 2 / -- 8'-0" GWB/PT-6A 7'-10" GWB/PT-6A 7'-10" GWB/PT-6A 3 3 3 3 3 3 8'-6" GWB/PT-6A RCP KEY NOTES: 1 PAINT ALL EXPOSED STRUCTURE, MECHANICAL, ELECTRICAL AND WALLS ABOVE 9'-4" PT-8. DO NOT PAINT FIRE ALARM WIRES OR EQUIPMENT TAGS. 2 MODIFY CEILING GRID AS REQUIRED FOR NEW WORK. 3 INTERIOR MANUAL ROLLER SHADES. 4 STAINED AND SEALED STRUCTURAL GLUE-LAMINATED BEAMS. 5 PAINT EXPOSED METAL ROOF DECK, MECHANICAL AND ELECTRICAL PT-8. DO NOT PAINT FIRE ALARM WIRES OR EQUIPMENT TAGS. 6 SUSPENDED CEILING FAN - SEE MECH 7 EXTERIOR MOTORIZED RETRACTABLE SCREENS (LOW) 8 THERMALLY MODIFIED WOOD SLOPING EXTERIOR RAINSCREEN SOFFIT 9 SUSPENDED WOOD PLANK AND GRILLE CEILING. 1" X 4" NOMINAL WOOD DIMENSIONS. REFER TO ENLARGED PLAN FOR LAYOUT INFORMATION. 10 SUSPENDED TONGUE AND GROOVE THERMALLY MODIFIED WOOD CEILING. 11 FABRIC-COVERED ACOUSTICAL PANEL, AWP-1. 12 ALTERNATE NO. 3 GYPSUM WALLBOARD FUR-DOWN CEILING 13 AP #1; COORDINATE LOCATION WITH MECHANICAL CONTRACTOR IN FIELD. 14 AP #2; COORDINATE LOCATION WITH ELECTRICAL FOR BATTERY BACKUP ACCESS AND ALIGN WITHIN TONGUE AND GROOVE CEILING. SEE DETAIL B3/A4.801. 15 AP #3; COORDINATE LOCATION WITH MECHANICAL CONTRACTOR IN FIELD. RECESSED CAN LIGHT 1 X 4 LIGHT FIXTURE 4' STRIP LIGHT FIXTURE 8' STRIP LIGHT FIXTURE 2 X 2 LIGHT FIXTURE (IN CEILING GRID) 2 X 4 LIGHT FIXTURE (IN CEILING GRID) CEILING MOUNTED LIGHT FIXTURE SPEAKER PTD. GYPSUM BOARD CEILING / SOFFIT S RCP LEGEND AP AIR DIFFUSER (IN CEILING GRID) RETURN AIR GRILLE (IN CEILING GRID) AIR DIFFUSER EXHAUST GRILLE ACCESS PANEL LINEAR DIFFUSER (IN CEILING GRID) PENDANT LIGHT FIXTURE F E D C B A 1 2 3 4 5 6 7 8 A MN NorthCheck: Drawn: Date: Comm: License Number: 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 under the laws of the State of Scale: Date 8/7/2023 4:13:56 PMBIM 360://222064 - Glacial Valley Park Building/222064 Glacial Valley Park Building.rvtAs indicatedCentral: BIM 360://222064 - Glacial Valley Park Building/222064 Glacial Valley Park Building.rvtCITY OF COTTAGE GROVE GLACIAL VALLEY PARK BUILDING A2.001 MAIN LEVEL FLOOR PLAN AND REFLECTED CEILING PLAN 12800 RAVINE PARKWAY S COTTAGE GROVE, MN 55016 9900 RAVINE PKWY S COTTAGE GROVE, MN 55016 222064 JW/JM MJS/AM/TC 11/08/2022 222064 Minnesota 11/08/2022 John McNamara 24281 ARCHITECT ROOM FINISH SCHEDULE ROOM NO ROOM NAME FLOOR BASE N WALL - TYP E WALL S WALL W WALL REMARKSMATL FIN MATL FIN MATL FIN MATL FIN 100 S. VEST P TILE-1 -- -- -- -- -- -- -- MASONRY STONE VENEER 7 101 LOBBY / WARMING P TILE-1 VB-1 MASONRY BLK-1 MASONRY BLK-1 MASONRY BLK-1 MASONRY BLK-1 1, 2, 3, 7 102 N. VEST P TILE-1 -- -- -- MASONRY STONE VENEER -- -- GYP BD PT-6A 2 103 TOILET P TILE-1 P TILE-1 GYP BD P TILE-2 MASONRY P TILE-2 GYP BD P TILE-2 GYP BD P TILE-2 2, 7, 8 104 TOILET P TILE-1 P TILE-1 GYP BD P TILE-2 MASONRY P TILE-2 GYP BD P TILE-2 GYP BD P TILE-2 2, 7, 8 105 MECHANICAL / JAN SUPPLY S. CONC. -- MASONRY PT-6A GYP BD PT-6A GYP BD PT-6A GYP BD PT-6A 106 TOILET P TILE-1 P TILE-1 GYP BD P TILE-2 GYP BD P TILE-2 MASONRY P TILE-2 GYP BD P TILE-2 2, 7, 8 107 CLASSROOM / PROGRAMS P TILE-1 VB-1 GYP BD PT-6A MASONRY STONE VENEER -- -- MASONRY STONE VENEER 1, 3, 4, 5 107A KITCHENETTE P TILE-1 VB-1 GYP BD PT-6A GYP BD PT-6A GYP BD PT-6A GYP BD PT-6A 4 108 PARKS STORAGE S. CONC. -- MASONRY PT-6A GYP BD PT-6A GYP BD PT-6A MASONRY PT-6A 6 109 ELECTRICAL S. CONC. -- GYP BD PT-6A GYP BD PT-6A GYP BD PT-6A MASONRY PT-6A 110 MULTIPURPOSE CPT-1 VB-1 -- -- MASONRY STONE VENEER GYP BD PT-6A MASONRY STONE VENEER 1, 3, 5 111 KITCHENETTE / SERVING P TILE-1 VB-1 GYP BD PT-6A GYP BD PT-6A MASONRY PT-6A MASONRY B. BLOCK 4 112 STORAGE CPT-1 VB-1 GYP BD PT-6A MASONRY PT-6A MASONRY PT-6A GYP BD PT-6A DOOR / OPENING SCHEDULE DOOR NO DOOR / OPENING LABEL/ RATING OVERALL WIDTH FRAME GL MOUNTING CONDITIONS HDW GRP REMARKSTYPE QTY WIDTH HEIGHT MATL TYPE DEPTH MATL HEAD JAMB SILL 100A AL 1 3'-4" 7'-10" AL -- 3'-0" SF 1 -- AL -- SEE ELEVATION SEE ELEVATION SEE ELEVATION 01 1, 2 100B AL 1 3'-4" 7'-10" AL -- 3'-0" SF 3 -- AL -- SEE ELEVATION SEE ELEVATION SEE ELEVATION 03 1, 2 102A AL 1 3'-4" 7'-10" AL -- 3'-0" SF 1 -- AL -- SEE ELEVATION SEE ELEVATION SEE ELEVATION 01 1, 2 102B AL 1 3'-4" 7'-10" AL -- 3'-0" SF 5 -- AL -- SEE ELEVATION SEE ELEVATION SEE ELEVATION 03 1, 2 103 F 1 3'-0" 7'-2" WD -- 3'-4" FR 1 -- HM -- D7/A4.801 E7/A4.801 -- 06 104 F 1 3'-0" 7'-2" WD -- 3'-4" FR 1 -- HM -- D7/A4.801 E7/A4.801 -- 06 105 F 1 3'-0" 7'-2" WD 45 MIN 3'-4" FR 1 -- HM -- D7/A4.801 E7/A4.801 -- 10 1 106 F 1 3'-0" 7'-0" WD -- 3'-4" FR 1 -- HM -- F7/A4.801 SIM F7/A4.801 -- 06 107A FG 1 3'-6" 7'-10" WD -- 7'-4" FR 3A 8 3/8" HM -- B5/A4.801 C5/A4.801 C7/A4.801 12 1 107B AL 1 3'-0" 7'-10" AL -- 3'-0" SF 7 -- AL -- SEE ELEVATION SEE ELEVATION SEE ELEVATION 02 1 108A F 1 3'-0" 7'-0" HM -- 3'-4" FR 1 -- HM -- F7/A4.801 SIM F7/A4.801 -- 11 1 108B F 1 3'-0" 7'-10" HM -- 3'-4" FR 1 11 3/4" HM -- C3/A5.602 E3/A5.602 C7/A5.601 04 1 108C OH 1 10'-0" 8'-0" ST -- 10'-4" OH -- -- -- C3/A5.601 E3/A5.601 F3/A5.601 -- 109 F 1 3'-0" 7'-0" HM -- 3'-4" FR 1 -- HM -- F7/A4.801 SIM F7/A4.801 -- 07 110A FG 1 3'-6" 7'-10" WD -- 7'-4" FR 3A 8 3/8" HM -- B5/A4.801 C5/A4.801 C7/A4.801 12 1 110B AL 1 3'-0" 7'-10" AL -- 3'-0" SF 7 -- AL -- SEE ELEVATION SEE ELEVATION SEE ELEVATION 02 1 111A F 1 3'-0" 7'-2" WD -- 3'-4" FR 1 -- HM -- D7/A4.801 E7/A4.801 -- 08 1 111B F 1 3'-0" 8'-0" WD -- 3'-4" FR 1 -- HM -- F7/A4.801 SIM F7/A4.801 -- 09 1 111C F 2 3'-0" 8'-7 1/4" WD -- 6'-0" SURFACE MOUNTED TRACK -- -- -- D3/A4.705 -- -- 05 3 112 F 2 3'-0" 8'-7 1/4" WD -- 6'-0" SURFACE MOUNTED TRACK -- -- -- D3/A4.705 -- -- 05 3 SF8 AL 1 12'-0" 7'-0" AL -- 12'-0" FOLDING GLASS DOOR -- AL --SEE ELEVATION SEE ELEVATION SEE ELEVATION 13 4 PLAN GENERAL NOTES 1. ALL PLAN DIMENSIONS ARE NOMINAL TO FACE OF WALL. WALL THICKNESSES ARE SHOWN NOMINAL, SEE WALL TYPES FOR ACTUAL THICKNESS. 2. ALL GYP. WALLS ARE TO BE 5 INCHES THICK UNLESS OTHERWISE NOTED. 3. ALL CONCRETE BLOCK WALLS ARE TO BE 8 INCHES THICK UNLESS OTHERWISE NOTED. 4. COORDINATE SIZE AND LOCATION OF ALL DUCT AND SHAFT OPENINGS IN WALLS AND FLOORS W/ MECH. AND ELEC. PROVIDE ALL REQUIRED LINTELS FOR OPENINGS. SEE LINTEL SCHEDULE. 5. FIELD VERIFY ALL MILLWORK OPENINGS. 6. SET FLOOR DRAINS 3/4" BELOW FINISHED CONCRETE FLOORS UNLESS OTHERWISE NOTED. PROVIDE CONSISTENT SLOPE FROM WALL TO DRAIN BY SLOPING CONCRETE, MIN. 1/4" PER FOOT. 7. VERIFY LOCATION, SIZE AND QUANTITY OF ALL MECHANICAL AND ELECTRICAL EQUIPMENT PADS. 8. ALL DOOR/SIDELITE OPENINGS TO BEGIN 4" FROM ADJACENT WALL UNLESS OTHERWISE NOTED. 9. ALL GYP. WALLS ARE CENTERED ON GRID UNLESS OTHERWISE NOTED. 10. FIRE RATED WALLS ARE INDICATED ON CODE PLANS. 11. REFER TO DETAIL A7/A4.705 FOR TYPCIAL JOINT TREATMENT BETWEEN GYPSUM BOARD AND MASONRY ASSEMBLIES. 12 REFER TO SHEET A4.705 FOR TYPCIAL SLAB ON GRADE VAPOR BARRIER DETAILS. 0 1/8" = 1'-0" MAIN LEVEL FLOOR PLANF1 6'12' ROOM FINISH SCHEDULE GENERAL NOTES 1. SEE DETAILS OF CONSTRUCTION FOR ABBREVIATIONS 2. IF ALL WALLS IN ROOM HAVE THE SAME FINISH, THE "N WALL-TYP" COLUMN WILL BE USED. 3. DISCREPANCIES BETWEEN THE ROOM FINISH SCHEDULE AND DRAWINGS SHALL BE REPORTED TO THE ARCHITECT FOR FINISH DETERMINATION. 4. ON WALLS WHICH ARE COVERED WITH MILLWORK AND TACK SURFACES, A FINISH SHALL NOT BE APPLIED TO THE WALL BEHIND EXCEPT FOR LOCATIONS WHICH MAY BE EXPOSED (I.E. SPACE BETWEEN MILLWORK AND TACK SURFACE.) CONCRETE BLOCK BEHIND MILLWORK AND MARKERBOARDS TO BE TOOLED. 5. REFER TO MATERIAL FINISH/ COLOR SCHEDULE FOR SPECIFIC FINISH TYPES AND COLORS. 6. FOR CEILING MATERIAL WHEN MORE THAN ONE CEILING MATERIAL OCCURS THE CEILING FINISH IS INDICATED THUS: "/". Revisions Description Date Num Addendum #1 11/28/2022 1 PR#02 04/10/2023 2 PR#04 07/12/2023 3 PR#06 08/07/2023 4 0 1/8" = 1'-0" MAIN LEVEL REFLECTED CEILING PLANF5 6' 12' RCP GENERAL NOTES 1. FOR WALLS THAT PENETRATE CEILINGS SEE WALL TYPES SHOWN ON THE FLOOR PLAN. 2. SPRINKLER HEADS ARE NOT SHOWN. LOCATE ALL SPRINKLER HEADS IN THE CENTER OF CEILING TILES. 3. FOR DIFFUSER AND RETURN GRILL SIZES, SEE MECHANICAL PLANS. 4. FOR LIGHT FIXTURE TYPES, SEE ELECTRICAL LIGHTING PLANS. 5. CEILINGS HEIGHTS INDICATED ON PLAN (E.G. 9'-0") ARE FROM FINISHED FLOOR OF LEVEL OF PLAN SHOWN OR INDICATED AS 109’-0”. 6. ACOUSTICAL TILE CEILING GRID IS TO BE CENTERED IN RECTANGULAR ROOM OR CENTERED BETWEEN LONGEST WALLS OF IRREGULARLY SHAPED ROOMS UNLESS OTHERWISE NOTED. 7. VERIFY GWB CONTROL JOINT LOCATIONS WITH ARCHITECT PRIOR TO INSTALLATION. 1 1 1 2 3 ROOF LEGEND EQUIPMENT CURB SUPPORTING PIPING OR CONDUIT. INSTALL MAXIMUM SPACING OF 6'-0" O.C. EQUIPMENT CURB AT MECHANICAL EQUIPMENT SLOPE OF TAPERED INSULATION DIAMOND CRICKET (SEE TYPICAL DETAIL) SLOPED STRUCTURE ROOF LADDER ROOF DRAIN (R.D.) OVERFLOW DRAIN (O.R.D.) MECH HOOD ROOF EXHAUST SKYLIGHT VENT STACK, PIPE OR CONDUIT COMBUSTION STACK CRICKET FOR POSITIVE DRAINAGE 4 A B C D E F J L M N P Q 3 2 1 G KH 2 : 122 : 121/4" / 12" 1/4" / 12"1/4" / 12" 1/4" / 12"1/4" / 12" 1/4" / 12"24'-0"25'-8"24'-0"6'-5" 6'-5" 6'-5" 6'-5" 6'-5" 6'-5" 6'-5" 6'-5" 6'-5" 6'-5" 6'-5" 6'-5" 6'-5" 6'-5" #SE6A SINGLE PLY, FULLY-ADHERED ROOF MEMBRANE PREFINISHED METAL COPING WITH SHOP PRE-COATED PVDF COATING COLOR #1: SANDSTONE PREFINISHED METAL COPING WITH SHOP PRE-COATED PVDF COATING COLOR #2: MATTE BLACK PREFINISHED METAL COPING WITH SHOP PRE-COATED PVDF COATING COLOR #2: MATTE BLACK PREFINISHED METAL COPING WITH SHOP PRE-COATED PVDF COATING COLOR #1: SANDSTONE _______A7 A5.701 TYP 3'-4"6'-0"6'-0"4'-6"2'-5" 2'-5"EQ EQ 3'-3" 28'-10"31'-8"5" MIN 4'-0"MIN4'-0"MIN 4'-0" ALTERNATE NO. 1: SOLAR PHOTOVOLTAIC SYSTEM ALTERNATE NO. 1: SOLAR PHOTOVOLTAIC SYSTEM; CONTRACTOR TO COORDINATE LAYOUT AROUND ROOFTOP MECHANICAL EQUIPMENT MIN 4'-0" MIN 4'-0"MIN4'-0"B1 A5.200 _______ B1 A5.200 _______ F1 A5.200 _______SIM F1 A5.200 _______ F1 A5.200 _______SIM D1 A5.200 _______ E3 A5.200 _______ B1 A5.200 _______ B1 A5.200 _______ F1 A5.200 _______SIM F1 A5.200 _______ F1 A5.200 _______ E3 A5.200 _______ SLOPE TRANSITION AT COPING SLOPE TRANSITION AT COPING _______D7 A5.701 A2 A5.701 _______ A2 A5.701 _______ A2 A5.701 _______ E2 A5.701 _______E2 A5.701 _______ B4 A5.701 _______ A2 A5.701 _______ B4 A5.701 _______ E2 A5.701 _______E2 A5.701 _______ A2 A5.701 _______ 1 1 1 A2 A5.701 _______C2 A5.701 _______ C2 A5.701 _______ C2 A5.701 _______ C2 A5.701 _______ C2 A5.701 _______ TYP 4'-0" O.C. F7 A5.701 _______ F7 A5.701 _______ F7 A5.701 _______ 2 2 2 F E D C B A 1 2 3 4 5 6 7 8 A MN NorthCheck: Drawn: Date: Comm: License Number: 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 under the laws of the State of Scale: Date 8/7/2023 4:13:57 PMBIM 360://222064 - Glacial Valley Park Building/222064 Glacial Valley Park Building.rvtAs indicatedCentral: BIM 360://222064 - Glacial Valley Park Building/222064 Glacial Valley Park Building.rvtCITY OF COTTAGE GROVE GLACIAL VALLEY PARK BUILDING A2.095 ROOF PLAN 12800 RAVINE PARKWAY S COTTAGE GROVE, MN 55016 9900 RAVINE PKWY S COTTAGE GROVE, MN 55016 222064 JW/JM TC 11/08/2022 222064 Minnesota 11/08/2022 John McNamara 24281 ARCHITECT ROOF PLAN GENERAL NOTES 1. TAPERED ROOF INSULATION AND CRICKETS SHALL SLOPE AT 1/4" PER 1'-0". THE MINIMUM R-VALUE OF THE ROOF INSULATION INSTALLED ENTIRELY ABOVE ROOF DECK IS R-30 ci. 2. SHOP DRAWING DESIGN AND INSTALLATION OF TAPERED INSULATION MUST ACCOUNT FOR CAMBER IN STRUCTURE TO INSURE THAT THE ROOF DRAINS AS DESIGNED. 3. AT MECH. OPENINGS AND CURBS ON ROOF, PROVIDE CRICKETS AS REQUIRED FOR POSITIVE DRAINAGE OR CUT OPENINGS IN FREE-STANDING CURBS AS AN ALTERNATIVE. 4. MECHANICAL ITEM LOCATIONS ARE SHOWN FOR REFERENCE ONLY. REFER TO MECH. DRAWINGS FOR EXTENT OF MECH. EQUIP. AND SIZE AND LOCATION OF ALL ROOF PENETRATIONS. 5. ALL MECHANICAL AND ELECTRICAL ROOFTOP EQUIPMENT, PIPING, CONDUIT, ETC. TO BE PAINTED. 6. COORDINATE ROOF AND OVERFLOW DRAIN LOCATIONS WITH STRUCTURAL COMPONENTS TO AVOID LOCATING ROOF OR OVERFLOW DRAINS OVER TOP OF BEAMS OR JOISTS. 7. REFER TO EXTERIOR ELEVATIONS FOR LOCATION OF OVERFLOW SCUPPERS AND OUTFLOWS. 8. CONTRACTOR TO FURNISH AND INSTALL SLIP SHEETS OF SIMILAR ROOF MATERIAL UNDER ALL POINTS OF CONTACT BETWEEN PV RACKING AND ROOFTOP. 0 1/8" = 1'-0" ROOF PLANF3 6' 12' Revisions Description Date Num PR#04 07/12/2023 1 PR#06 08/07/2023 2 EARTH CONCRETE MASONRY/ STONE METAL WOOD INSULATION EARTH GRANULAR FILL SAND TERRAZZO TOPPING WIRE MESHCONCRETE/ PRECAST BRICK MORTAR NETBLOCK ALUMINUM OTHERFERROUS FINISHED PLYWOOD PARTICLE BOARDCONSTRUCTION LUMBER RIGID SPRAY FOAM SEMI RIGIDBATT MISCELLANEOUS EXISTING CUT STONE SYMBOLS EXISTING DEMOLISHED MISCELLANEOUS TILE ACOUSTIC TILE PLASTER ON METAL LATH EXPANSION JOINT MATERIAL METAL STUD WOOD STUD MASONRY BRICK & BLOCK CAVITY WALL GLAZED OPENING CONCRETE/ PRECAST PARTITIONS EXISTING EXISTING SYMBOLS DEMOLISHED A102 A102L 8'-8" C1 A5.2xx 2 GA2 W1 SF1 CW1 L1 D2 A4.2xx 2 DETAIL NO DRAWING NO DETAIL NO DRAWING NO DETAIL NO DRWG NO CURTAINWALL STOREFRONT LOUVER EXTERIOR WINDOWS WALL TYPES - INTERIOR HINGE SIDE BORROWED LIGHT DOOR OR WDW SWING & NO ROOM NAME REVISIONS ELEVATION NOTES APPLY MARKERBOARDS, TACKBOARDS, MAP RAILS NOTES, DIMENSIONS & DETAIL KEYS APPLY FROM NOTED DETAIL DETAIL REFERENCE OPENINGS, DEPRESSIONS OR AS NOTED ELEVATIONS GRIDS SECTIONS A102 3 B1 A4.1xx SYMBOLS 1 A4.7xx CLASSROOM 8'-0" MBD CEILING HEIGHT CEILING MATL/ FIN ACT 1/- ROOM NUMBER OWNER INFO, AS NEEDED LENGTH MATERIAL TYPE EXISTING WALL/ DOOR/ OTHER A102 CLASSROOM ART OR DEMOLISHED WALL/ DOOR/ OTHER C1 A5.1xx INTERIOR EXTERIOR MATCHLINE WALL TYPES - EXTERIOR WA-01 NON-BEARING WALL LINTEL SCHEDULE CLR MAS OPENING 4" WALL MASONRY LINTELS 1-#4 BOTTOM 4'-0" OR LESS 4'-1" TO 8'-0" 6" WALL 1-#4 BOTTOM 8" WALL 2-#4 BOTTOM 10" WALL 2-#4 BOTTOM 12" WALL 2-#4 BOTTOM 16" WALL NA 1-#5 BOTTOM 2-#5 BOTTOM 2-#5 BOTTOM 2-#5 BOTTOM CLR MAS OPENING 4" WALL STEEL LINTELS L3 1/2x3 1/2x5/16 4'-0" OR LESS 4'-1" TO 8'-0" 6" WALL 8" WALL 10" WALL 12" WALL 16" WALL 8'-1" TO 12'-0" 2-L2 1/2x 3 1/2x5/16 LLV 2-L3 1/2x3 1/2x5/16 2-L3 1/2x3 1/2x5/16 2-L5x3 1/2x5/16 LLV + 5/16x11 PLATE W8x10+ 5/16x15 PLATE L5x3 1/2x5/16 LLV 2-L5x3x5/16 LLV 2-L5x3 1/2x5/16 LLV 2-L5x3 1/2x5/16 LLV 2-L5x3 1/2x5/16 LLV + 5/16x11 PLATE W8x10+ 5/16x15 PLATE W8x15+ 5/16x15 PLATE W8x15+ 5/16x11 PLATE W8x15+ 5/16x9 PLATE W8x15+ 5/16x7 PLATE W8x15+ 5/16x5 PLATE NA GRAB BAR #2 4"- 6" 1'-0" 2'-0"39"- 41"33"-36"PAPER TOWEL DISPENSER SINK MIRROR (CENTERED ON THE SINK)MAX TO CONTROL3'-4"6'-2" MIN3'-2" MAX2'-10" MAXSOAP DISPENSER GRAB BAR #1 TOILET PAPER HOLDER 1'-0" 39" -41"33"-36"39" -41"18"RECESSED SNR AS OCCURS 1"42" PURSE SHELF IN WOMEN'S TOILET (LOCATE AT LEAST 6" FROM GRAB BARS) NOTE: HASHED AREA INDICATES ACCEPTABLE AREA FOR PROTRUDING TOILET ACCESSORIES1 1/2"24"48"36" NOTE: HASHED AREA INDICATES ACCEPTABLE AREA FOR RECESSED TOILET ACCESSORIES ACCEPTABLE PUSH BUTTON LOCATION ACCEPTABLE PUSH BUTTON LOCATION EQ EQ MIN 30" x 48" FOR ACCESS TO HANDICAPPED PUSH BUTTON CONTROL SWITCH REQUIRED, TYPICALEQEQ60" LONG PARALLEL APPROACH ZONE WHEN OPEN27" MIN TO BOTTOMWHEN OPEN34" MAX TO TOP44" MAX TO OPERABLE PARTFFE 30" MIN36" MAX3" DIA MINIMUM HANDICAPPED PUSH BUTTON CONTROL SWITCH ACCESSIBLETO SPOUT2'-9" - 3'-0"MIN2'-3"TO SPOUT3'-4" - 3'-6"D E F 2 G 106FD TOILET 106 GA7 MA3 GA6 CLEAR 6'-8" LAV-HC PTD WC-HC M No. 1 S. DISP GB NO 2 CHANGING STATION 7'-1" 4" 3'-4 3/4" SNR No. 1 GB NO 1 TPH 1'-4 1/2" MECHANICAL / JAN SUPPLY 105 1'-8"GB6 105FRP PANELING5'-0"2 1/2"10'-3"2'-6" D7 A4.705 _______ D7 A4.705 _______ B5 A4.705 _______ FD NOTE: REFER TO E4/A4.101, E5/A4.101, E6/A4.101, F6/A4.101, AND F8/A4.101 FOR STANDARD FIXTURE AND ACCESSORY MOUNTING DETAILS. GA6 GA7 FE GA7 1'-5" XA6 _______B5 A5.602 1 CONVECTOR UNIT, SEE MECH. 1 XA5 1 3/4" 1'-8"1'-8"FD C7 A4.705 _______ 2 2 3 D E 3103104FD TOILET 104 FD TOILET 1037'-10"GA7 GA7 GB6 GB6 MA3 GA6 4" 6'-9 1/2" 1'-11 1/2" 6'-7" 4" TYP 1'-6" TYP 1'-6" CHANGING STATION GB NO 1 TPH SNR No. 1 GB NO 2 WC-HC PTD M No. 1 S. DISP LAV-HC GB NO 1 TPH SNR No. 1 GB NO 2 WC-HC PTD M No. 1 S. DISP LAV-HCCLR1'-3 1/2"CHANGING STATION GB5 GB5 1'-8"10" A4.706 F4 F6F7 F5 B5 A4.705 _______ B5 A4.705 _______ 8'-0" NOTE: REFER TO E4/A4.101, E5/A4.101, E6/A4.101, F6/A4.101, AND F8/A4.101 FOR STANDARD FIXTURE AND ACCESSORY MOUNTING DETAILS. CONVECTOR UNIT, SEE MECH. CONVECTOR UNIT, SEE MECH. 1 1 MAX TO CONTROL3'-4"F E D C B A 1 2 3 4 5 6 7 8 A MN NorthCheck: Drawn: Date: Comm: License Number: 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 under the laws of the State of Scale: Date 8/7/2023 4:13:58 PMBIM 360://222064 - Glacial Valley Park Building/222064 Glacial Valley Park Building.rvtAs indicatedCentral: BIM 360://222064 - Glacial Valley Park Building/222064 Glacial Valley Park Building.rvtCITY OF COTTAGE GROVE GLACIAL VALLEY PARK BUILDING A4.101 DETAILS - GENERAL - SYMBOLS, ABBREVIATIONS, ENLARGED PLANS 12800 RAVINE PARKWAY S COTTAGE GROVE, MN 55016 9900 RAVINE PKWY S COTTAGE GROVE, MN 55016 222064 JW/JM MJS/AM/TC 11/08/2022 222064 Minnesota 11/08/2022 John McNamara 24281 ARCHITECT RM ROOM RTU ROOF TOP UNIT RUB RUBBER RWL RAIN WATER LEADER SBD SMART BOARD SCHED SCHEDULE SD SOAP DISPENSER SF SQUARE FOOT (FEET) SF-__(#) STOREFRONT TYPE SIM SIMILAR SND SANITARY NAPKIN DISPENSER SNR SANITARY NAPKIN RECEPTOR SST STAINLESS STEEL STN STONE STRUCT STRUCTURAL TBD TACKBOARD TEMP TEMPORARY TERR TERRAZZO TO TOP OF TPH TOILET PAPER HOLDER TWC TACKABLE WALLCOVERING TYP TYPICAL UL UNDERWRITER'S LABORATORY UNO UNLESS NOTED OTHERWISE UR URINAL USF URETHANE SLURRY FLOORING V PLAS VENEER PLASTER VAT VINYL ASBESTOS TILE VCT VINYL COMPOSITION TILE VIF VERIFY IN FIELD VTR VENT THROUGH ROOF VWC VINYL WALLCOVERING VWF VINYL WALL FABRIC W-__(#) WINDOW TYPE WC WATER CLOSET WD WOOD WSCT WAINSCOT WWF WELDED WIRE FABRIC FFE FINISHED FLOOR ELEVATION FRP FIBERGLASS REINFORCED PANEL G BLK GLAZED CONCRETE BLOCK GA GAUGE GB GRAB BAR GRD BLK GROUND FACE CONCRETE BLOCK GST GLAZED STRUCTURAL TILE GWB GYPSUM BOARD HCAP HANDICAPPED HM HOLLOW METAL HT HOMOGENEOUS TILE ID INSIDE DIAMETER INSUL INSULATION L-__(#) LOUVER TYPE LAV LAVATORY LFD LINEAR FLOOR DRAIN LINO LINOLEUM LVT LUXURY VINYL TILE M/S MIRROR WITH SHELF MATL MATERIAL MAX MAXIMUM MBD MARKERBOARD MECH MECHANICAL MEF MOSAIC EPOXY FLOORING MIN MINIMUM MIR MIRROR MISC MISCELLANEOUS NIC NOT IN CONTRACT NO NUMBER NSF NON-SLIP FLOORING NTS NOT TO SCALE OH OVERHEAD P LAM PLASTIC LAMINATE P TILE PORCELAIN TILE PLAS PLASTER PT PAINT PTD PAINTED PVC POLYVINYL CHLORIDE PWP PLASTIC (PHENOLIC) WALL PANEL QRT QUARTZ QT QUARRY TILE R RADIUS RAF RESILIENT ATHLETIC FLOORING RCP REFLECTED CEILING PLAN RD ROOF DRAIN RES RESILIENT RF RESINOUS FLOORING RFT RUBBER FLOOR TILE RH RELIEF HOOD & AND @ AT ACT ACOUSTICAL CEILING TILE AF ACCESS FLOORING AFF ABOVE FINISHED FLOOR ALT #__ ALTERNATE NUMBER ALUM ALUMINUM AP ACCESS PANEL AWC ACOUSTICAL WALL COVERING AWF ACOUSTICAL WALL FABRIC AWP ACOUSTICAL WALL PANEL B BLK BURNISHED CONCRETE BLOCK BLDG BUILDING BO BOTTOM OF BRK BRICK C BLK CONCRETE BLOCK CG CORNER GUARD CIP CAST-IN-PLACE CJ CONTROL JOINT CL CENTER LINE CLG CEILING CM CULTURED MARBLE CMU CONCRETE MASONRY UNIT CONC CONCRETE CONT CONTINUOUS CPT CARPET CRF CHEMICAL RESISTANT FLOORING CT CERAMIC TILE CTP COUNTERTOP CU CONDENSING UNIT CUH CABINET UNIT HEATER CW-__(#) CURTAINWALL TYPE DEMO DEMOLITION DF DRINKING FOUNTAIN DIA DIAMETER DN DOWN E PT EPOXY PAINT EIFS EXTERIOR INSULATION AND FINISH SYSTEM EJ EXPANSION JOINT ELEC ELECTRICAL ELEV ELEVATION EPDM ETHYLENE PROPYLENE DIENE MONOMER EWC ELECTRIC WATER COOLER EXIST EXISTING EXP EXPOSED FD FLOOR DRAIN FE FIRE EXTINGUISHER FF&E FIXTURES SYMBOLS SYMBOLS SYMBOLS LINTEL SCHEDULE ABBREVIATIONS UNLESS NOTED OTHERWISE: 1. MASONRY LINTELS MAY BE USED FOR MASONRY WALL OPENINGS UNDER THE FOLLOWING CONDITIONS: A. THE HEIGHT OF THE MASONRY ABOVE THE OPENING IS AT LEAST EQUAL TO THE CLEAR WIDTH OF THE OPENING. B. THE LENGTH OF THE WALL AND DISTANCE TO THE NEAREST CONTROL JOINT ON EACH SIDE OF THE OPENING IS AT LEAST EQUAL TO THE CLEAR OPENING WIDTH. 2. USE STEEL LINTELS AT NON-BEARING WALL OPENINGS NOT MEETING MASONRY CONDITIONS. STEEL LINTELS BY MISCELLANEOUS METALS. 3. MASONRY LINTELS MAY BE USED FOR ANY LINTEL IN SOLIDLY GROUTED WALLS UP TO 8'-0" SPAN. 4. MASONRY LINTELS ARE 8" TALL LINTEL BLOCK FILLED WITH 3,000 PSI CONCRETE W/4 1/2" MIN FROM TOP OF LINTEL TO REINFORCING. 5 BEAR LINTELS 8" MINIMUM EACH SIDE OF OPENING, THEREFORE CLEAR OPENING PLUS 1'-4". 6. PROVIDE LINTELS FOR ALL OPENINGS NOT TIGHT TO DECK, INCLUDING MECHANICAL AND ELECTRICAL PENETRATIONS THROUGH MASONRY WALLS, INCLUDING DUCT OPENINGS, UNIT VENTILATORS, UNIT HEATERS, LOUVERS. 7. STEEL LINTEL PLATES SHOULD BE CENTERED IN THE WALL. EDGE OF PLATES SHALL BE A MINIMUM 5/16" FROM EACH SIDE. 8. REFER TO STRUCTURAL DRAWINGS FOR MASONRY BEARING WALL LINTELS. 9. WHERE STEEL LINTELS ARE EXPOSED, SOAP CONCRETE BLOCK ON EITHER SIDE TO CONCEAL LINTEL IN MASONRY WALLS. INTERIOR MATERIAL FINISH/ COLOR SCHEDULE Key Item Manufacturer Color/ Finish 04 20 00 Unit Masonry BLK-1 Burnished Block County Materials Premier Ultra Burnished; Color: Black Granite (63-290C) 06 65 10 Solid Surface Fabrications SSF-1 Solid Surface Fabrications Corian Color: Ash Aggregate 06 83 16 Fiber Reinforced Panels Fiber Reinforced Panels As Specified Color: White 08 14 00 Wood Doors Prefinished Stained Wood Door VT Industries Color: White Oak/ Alpine, AL18 08 36 00 Sectional Metal Overhead Doors Factory Painted Door Panels As specified Color: As selected by Architect 08 40 00 Aluminum Entrances, Storefronts, and Curtain Walls Anodized Doors Curtainwalls And Accessories EFCO Color: Clear anodized Sealant-CW/SF As specified Color: To match sample supplied by Architect 09 30 00 Tile P TILE-1 Porcelain Floor Tile DalTile Color: Chord Forte Grey CH25 Light Polished P TILE-2 Porcelain Wall Tile DalTile Color: Color Wheel Linear K775 Matte Biscuit Grout- Porcelain Floor Tile Mapei Corporation Color: 104 Timberwolf Grout- Porcelain Wall Tile Mapei Corporation Color: 14 Biscuit 09 65 00 Resilient Flooring VB-1 Vinyl Base Johnsonite Color: 460 Cotton W 09 65 66 Resilient Athletic Flooring RAF-1 Resilient Athletic Flooring Sportfloor Stamina Color: Black 09 68 00 Carpet CPT-1 Carpet Milliken Pattern/ Color: Motionscape Rapid/RAP94-79 Swift Two 09 83 13 Acoustic Wall Panels AWP-1 Fabric Carnegie Xorel Fabric/ Color: Meteor 6427-769 09 91 00 Painting PT-1 PT 1-Exterior HM doors and frames Sherwin Williams Color: SW 7069 Iron Ore PT-2 PT 2-Exterior Misc. Metals, Mech. Piping, Equipment Sherwin Williams Color: SW 7069 Iron Ore PT-3 PT 3-Exterior Rooftop Equipment Sherwin Williams Color: SW 7069 Iron Ore PT-4A PT 4A-Interior HM Frames Sherwin Williams Color: SW 7069 Iron Ore PT-4B PT 4B-Interior HM Doors Sherwin Williams Color: SW 7069 Iron Ore PT-5 PT 5-Interior Misc. Metals Sherwin Williams Color: SW 7069 Iron Ore PT-6A PT 6A-Walls Sherwin Williams Color: SW 7001 Marshmallow PT-8 PT 8-Ceilings Sherwin Williams Color: SW 7069 Iron Ore 12 24 00 Window Shades Window Shades SWFcontract Color: Zenith Ebony Stripe C9506 12 32 16 Plastic Laminate Casework PLAM-1 Plastic Laminate Pionite Color: Wisconsin Oak WO581-SD PLAM-2 Plastic Laminate - Accent Wilsonart Color: 7997-38 Ebony Recon Fine Velvet Finish Grand total: 405 0 3/8" = 1'-0" ADULT HCAP WCE5 2' 4' 0 3/8" = 1'-0" LAV ELEVE6 2' 4' 0 3/8" = 1'-0" ADULT HCAP WCE4 2' 4' 0 1/4" = 1'-0" PLAN AT HCAP PUSH BUTTON LOCATIONSF4 3' 6' 0 3/8" = 1'-0" BABY CHANGING STATIONF8 2' 4' 0 3/8" = 1'-0" ELEV AT HCAP PUSH BUTTONF5 2' 4' 0 3/8" = 1'-0" EWCE8 2' 4' 0 1/4" = 1'-0" ENLARGED PLAN AT TOILET 106 AND MECHANICAL 105D5 3' 6' 0 1/4" = 1'-0" ENLARGED PLANS AT TOILETS 103 AND 104D3 3' 6' 0 3/8" = 1'-0" HAND DRYERF6 2' 4' Revisions Description Date Num Addendum #1 11/28/2022 1 PR#04 07/12/2023 2 PR#06 08/07/2023 3 S S S S S S S S S S S S S S S HYDRONIC PLAN GENERAL NOTES: 1. ALL RISES AND DROPS IN PIPING ARE NOT NECESSARILY SHOWN. LAYOUT ROUTING AND COORDINATE WORK WITH OTHER TRADES BEFORE CONSTRUCTION. 2. MECHANICAL CONTRACTOR SHALL BE RESPONSIBLE FOR CUTTING AND PATCHING OF CONSTRUCTION UNLESS OTHERWISE NOTED ON THE PLANS. NO CUTTING OF STRUCTURAL MEMBERS OR STRUCTURE WHICH WILL DETERIORATE THE INTEGRITY AND STRENGTH OF THE BUILDING WILL BE ALLOWED WITHOUT WRITTEN APPROVAL FROM THE STRUCTURAL ENGINEER. 3. LOCATE ALL VALVES, METERS, GAUGES, AND PIPING SPECIALTIES ABOVE ACCESSIBLE CEILINGS. 4. COORDINATE TEMPERATURE SENSOR LOCATIONS WITH OTHER TRADES, BUILDING ELEMENTS, MARKER BOARDS, AND ELECTRICAL SWITCHES. ADJUST THE EXACT LOCATIONS AS REQUIRED TO AVOID CONFLICTS. 5. BRANCH PIPING TO EQUIPMENT TO BE 3/4" UNLESS OTHERWISE NOTED. 6. ROUTE PIPES BETWEEN JOIST WEBS WHERE REQUIRED TO COORDINATE WITH THE INSTALLATION OF OTHER TRADES AND TO MAINTAIN CEILING HEIGHTS. COORDINATE LOCATIONS PRIOR TO CROSS BRACING TO ENSURE THERE ARE NO CONFLICTS. HYDRONIC PLAN KEYED NOTES: 1 INFLOOR HEATING MANIFOLD AND CABINET. 2 PROVIDE EMERGENCY SHUTOFF SWITCH FOR SOLENOID VALVE IN GAS LINE TO FIRE PIT. 3 PROVIDE FIRE PIT TIMER AND GAS SOLENOID VALVE CONTROLLER. REFER TO SPECIFICATION SECTION 23 11 23 FOR CONTROLLER. 4 PROVIDE GAS SOLENOID VALVE IN FIRE PIT. ALSO PROVIDE SHUT OFF VALVE, DIRT LEG AND REGULATOR AT FIRE PIT. 5 PROVIDE 1 1/4" CONDENSATE DRAIN FROM FAN COIL UNIT. ROUTE TO MOP SINK AND TERMINATE ABOVE SPILL LINE. 6 BALANCE AT INDICATED GPM. 7 CONTRACTOR TO COORDINATE WITH THE UTILITY FOR INSTALLATION AND TO CONFORM TO ALL UTILITY REQUIREMENTS. 8 SURFACE MOUNTED IN FLOOR HEAT MANIFOLD 110 112 111 105 106 103 107A 109 108 107 101 100 102 104 2 PSI FNG GAS METER 530 MBH CUH 2 CUH 1 CV 1 UH 1 CEILING FAN SPEED CONTROLLERS A B C D E F G H J K L M N P Q 1 2 3 4 CV 2 CV 3 1 1 1 1 1" HW/CHWS 1" HW/CHWR INFLOOR HEAT ZONE #1 INFLOOR HEAT ZONE #3 INFLOOR HEAT ZONE #4 INFLOOR HEAT ZONE #2 FC 2 FC 1 2 3/4" HW/CHWS 3/4" HW/CHWR 3/4" HW/CHWR 3/4" HW/CHWS 1 1/4" HW/CHWR 3/4" HW/CHWS 1" HW/CHWS 1" HW/CHWR 3/4" HW/CHWS 3/4" HW/CHWR 1" HW/CHWS 1" HW/CHWR 3/4" HW/CHWS 1 1/2" HW/CHWS 1 1/2" HW/CHWR 1" HW/CHWR 1" HW/CHWS CEILING FAN SPEED CONTROLLERS 1/2" FNG UNDERGROUND FIRE PIT SEE FOR ENLARGED PLAN /F1 M2.0 CO/NO2 SENSOR 5 1 1/4" CD 5 1/2" FNG UNDERGROUND 1" FNG 4 3 SLOPE @ 1/8" / FT TYPE FOR ALL CONDENSATE 1 1/4" CD 1 1/4" CD P 6 P 5 2" HW/CHWR 2" HW/CHWS P 8 3/4" HW/CHWS 3/4" HW/CHWR 1 1/2" HW/CHWS 1 1/2" HW/CHWR 1 1/4" HW/CHWS 1 1/4" HW/CHWR 3/4" HW/CHWS 3/4" HW/CHWR 3/4" HW/CHWS 3/4" HW/CHWR 2" HW/CHWR 2" HW/CHWS 7 1" FNG 1 2" HW/CHWS 2" HW/CHWR 1" HW/CHWR 1" HW/CHWS 3/4" HW/CHWR FC 4 3 FC 3 3 3 P 11 5 4 4 LIQ SUC 1 1/4" HW/CHWR 1 1/4" HW/CHWS LIQ SUC 4 4 4 LIQ SUC SUC LIQ3/4" HW/CHWR 1 1/4" HW/CHWS INFLOOR HEAT ZONE #1 INFLOOR HEAT ZONE #3 INFLOOR HEAT ZONE #4 110 112 111 103107A109 108 107 101 100 104 INFLOOR HEAT ZONE #2 A B C D E F G H J K L M N P Q 1 2 3 4 HEADER CABINETS HEADER CABINETS HEADER CABINETS HEADER CABINETS 1 1 1 1 1 4 D E F G 2 P-3 P-4 WH P 9 3/4" FNG B 1 3/4" CW ET 3 WH 1 WS 1 VFD 2 VFD 1 2" FD-2 4" HUB DRAIN 2" V DN 2" V DN 3/4" HW 3/4" SCW 3/4" CW 3/4" HW 2" SCW 1/2" HW 1 1/2" V 1" HW 2" SCW HB ET 1 2" HW/CHWR 2" HW/CHWS 0.6 GPM P-7 AS 2 3/4" CW 1 1/2" SCW 4 2" CW 3/4" CW 1 1/4" SCW 1 1/4" SCW 3/4" FNG 3/4" CHW TO FIRE PROTECTION SERVICE 4" CW WATER METER 3" FD-3 2" V DN 3" FD-4 3/4" CW 2" FD-2 1" FNG 3/4" FNG 2" SCW 1 1/4" HW 4" V 2" V 1 1/4" CD DN 1 1/4" CD 1 1/4" CD TO MOP SINK 2" V DNCURB 3/4" HW/CHWR 3/4" HW/CHWS 2" HW/CHWS 2" HW/CHWR SEE C4/M1.0 FOR PLUMBING PLAN 8 3/4" HW/CHWR 3/4" HW/CHWS 2" HW/CHWS 2" HW/CHWR 1 4" CW DN 2 3 1 1/4" CD 1 1/4" HW/CHWR1 1/4" HW/CHWS P 1 P 2 P 10 F 1 P 7 1/2" CHW 3" HW/CHWR 1" HW/CHWS 1" HW/CHWS 3" HW/CHWS F E D C B A 1 2 3 4 5 6 7 8 M MN NorthCheck: Drawn: Date: Comm: License Number: 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 under the laws of the State of Scale: Date 8/7/2023 4:14:20 PMBIM 360://222064 - Glacial Valley Park Building/222064 - Glacial Valley Park Building (MECH)_Central.rvtAs indicatedCentral: BIM 360://222064 - Glacial Valley Park Building/222064 - Glacial Valley Park Building (MECH)_Central.rvtCITY OF COTTAGE GROVE GLACIAL VALLEY PARK BUILDING M2.0 HYDRONIC PLAN 8635 W POINT DOUGLAS RD S COTTAGE GROVE, MN 55016 9900 RAVINE PKWY S COTTAGE GROVE, MN 55016 222064 JM AG 11/08/22 222064 MINNESOTA 11/08/22 PROFESSIONAL ENGINEER 1/8" = 1'-0" HYDRONIC PIPING PLANC5 1/8" = 1'-0" HYDRONIC PIPING PLAN - INFLOOR HEATING PLANF51/2" = 1'-0" ENLARGED MECHANICAL ROOMF1 Revisions Description Date Num Addendum #1 11/28/2022 1 SI#02 05/02/2023 2 PR#04 07/11/2023 3 PR#06 08/07/2023 4 1 1 1 1 1 1 4 5" ORD ROOF DRAIN AREA: 2533 + (1.33*6.17*0.35) + (1.33*27.84*0.35) + (0.58*17.67*0.5) = 2554 SF ROOF DRAIN AREA: 1875 + (1.33*57.75*0.35) + (0.58*35.58*0.5) + (0.58*31.42*0.5) = 1921 SF 5" RD 5" ORD 5" RD 5" ORD 5" RD EF 3 A B C D H J K L M N P Q 1 2 3 4 3" VTR EF 2 3" WATER HEATER INTAKE 3" WATER HEATER EXHAUST RH 1 1 2 ROOF DRAIN AREA: 1875 + (1.33*57.75*0.35) + (0.58*35.58*0.5) + (0.58*31.42*0.5) = 1921 SF 2 2 3 3 3 3 3 3 3 IH 1 IH 2 3" BOILER EXHAUST VENT 3" BOILER INTAKE 4" VTR EF 1 1 1 CU 4 SUC LIQ CU 1 CU 2 4 LIQ SUC LIQ SUC CU 3 4 LIQ SUC 4 ROOF PLAN GENERAL NOTES: 1. MECHANICAL CONTRACTOR SHALL DETERMINE LIMITATIONS AND/OR CONFLICTS RELATIVE TO THE EXECUTION OF HIS WORK PRIOR TO BID. VERIFY EXACT DETAIL OF INSTALLATION REQUIRED TO PROVIDE SYSTEMS SHOWN WITHIN SPACE INTENDED. 2. MECHANICAL CONTRACTOR SHALL BE RESPONSIBLE FOR CUTTING AND PATCHING OF CONSTRUCITON UNLESS OTHERWISE NOTED ON THE PLANS. NO CUTTING OF STRUCTURAL MEMBERS OR STRUCTURE WHICH WILL DETERIORATE THE INTEGRITY AND STRENGTH OF THE BUILDING WILL BE ALLOWED WITHOUT WRITTEN APPROVAL FROM THE STRUCTURAL ENGINEER. 3. BUILDING EXHAUST AND PLUMBING VENTS SHALL BE LOCATED A MINIMUM OF 10 FEET FROM ALL VENTILATION INTAKES. 4. ANY MECHANICAL EQUIPMENT REQUIRING MAINTENANCE SHALL BE LOCATED A MINIMUM 10 FEET FROM ALL ROOF EDGES UNLESS A GUARD RAIL IS PROVIDED. 5. THE MECHANICAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL REQUIRED REINFORCEMENT OF NEW AND EXISTING STRUCTURAL MEMBERS FOR MECHANICAL SYSTEMS. REFER TO "MECHANICAL SUPPORT REINFORCEMENT DETAIL" FOR ADDITIONAL REQUIREMENTS. 6. SIZE ALL REFRIGERANT PIPES PER MANUFACTURER'S INSTRUCTIONS. ROOF PLAN KEYED NOTES: 1 MAINTAIN 10 FEET MINIMUM CLEARANCE TO INTAKE HOODS FROM ALL EXHAUST, RELIEF AND PLUMBING VENTS. F E D C B A 1 2 3 4 5 6 7 8 M MN NorthCheck: Drawn: Date: Comm: License Number: 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 under the laws of the State of Scale: Date 8/7/2023 4:14:21 PMBIM 360://222064 - Glacial Valley Park Building/222064 - Glacial Valley Park Building (MECH)_Central.rvt1/8" = 1'-0"Central: BIM 360://222064 - Glacial Valley Park Building/222064 - Glacial Valley Park Building (MECH)_Central.rvtCITY OF COTTAGE GROVE GLACIAL VALLEY PARK BUILDING M4.0 MECHANICAL ROOF PLAN 8635 W POINT DOUGLAS RD S COTTAGE GROVE, MN 55016 9900 RAVINE PKWY S COTTAGE GROVE, MN 55016 222064 JM AG 11/08/22 222064 MINNESOTA 11/08/22 PROFESSIONAL ENGINEER 1/8" = 1'-0" MECHANICAL ROOF PLANE4 Revisions Description Date Num Addendum #1 11/28/2022 1 SI#01 02/06/2023 2 PR#04 07/11/2023 3 PR#06 08/07/2023 4 3 4 4" 15'-0" JUNCTION BOX. FLUSH WITH GYPWALL 18" R-5 PERIMETER INSULATION BY OTHERS FLOOR R-10 HIGH DENSITY INSULATION BY OTHERS SENSOR AND CONTROL WIRING INSTALLED IN 1" PVC CONDUIT SO AS TO IMPLEMENT EASY REPLACEMENT IN CASE OF FAILURE RADIANT FLOOR MANIFOLD SHUTOFF VALVE SHUTOFF VALVE (TYP.) SEE FLOOR PLAN SHEET M3.1 FOR SIZE OF PIPE CONCRETE FLOOR REINFORCING BY OTHERS HIGH DENSITY R-10 INSULATION BY OTHERS BALANCING VALVE (TYP.) SEE SCHEDULE FOR SIZE OF TUBING UNION 3-WAY MIXING CONTROL VALVE BALANCING VALVE STRAINER CIRCULATING PUMP CHECK VALVE RADIANT FLOOR TUBING 12" O.C. REINFORCING R-10 HIGH DENSITY INSULATION BY OTHERS 4" CONCRETE SLAB CONCRETE SLABCONSTRUCTION JOINT STAPLE TUBING TO INSULATION PER MANUFACTURER'S GUIDELINES HWR HWS VFD TO BUILDING HEATING 1 ET 2 P 1 P 1 F VFDREFER TO INLINE PUMP DETAIL FOR ALL PIPING COMPONENTS (TYP.) ISOLATION VALVES SHALL BE LOCATED AS PRACTICAL TO THE FILTER UNIT TO MINIMIZE FLUID LOSS WHEN FILTERS ARE CHANGED (TYP.) REFER TO SCHEDULE FOR PIPE SIZES PRESSURE GAUGE (TYP.) DP DIFFERENTIAL PRESSURE SENSOR REFER TO FLOOR PLAN FOR LOCATION. BYPASS VALVE BALANCE TO 7 GPM 3" 3" ROUTE TO NEAREST FLOOR DRAIN 3/4" PRESSURE RELIEF VALVE 12" MIN. 3/4" 3" 1"1" 3"3" 23 GPM 2" 1 B 3/4" FNG 10 P DIRT LEG PRESSURE REDUCING VALVE 2"2" 1 AS FROM MANUAL GLYCOL FILL 1 1/4" 1 1/4" CW FILL. ROUTE TO SOFT WATER REDUCED PRESSURE ZONE BACKFLOW PREVENTER. REFER TO DETAIL.3/4" F E D C B A 1 2 3 4 5 6 7 8 M MN Check: Drawn: Date: Comm: License Number: 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 under the laws of the State of Scale: Date 8/7/2023 4:14:21 PMBIM 360://222064 - Glacial Valley Park Building/222064 - Glacial Valley Park Building (MECH)_Central.rvtAs indicatedCentral: BIM 360://222064 - Glacial Valley Park Building/222064 - Glacial Valley Park Building (MECH)_Central.rvtCITY OF COTTAGE GROVE GLACIAL VALLEY PARK BUILDING M6.3 SCHEMATICS AND DETAILS 8635 W POINT DOUGLAS RD S COTTAGE GROVE, MN 55016 9900 RAVINE PKWY S COTTAGE GROVE, MN 55016 222064 PJ AG 11/08/22 222064 MINNESOTA 11/08/22 PROFESSIONAL ENGINEER NOT TO SCALEC2aRADIANT FLOOR SENSOR INSTALLATION DETAIL NOT TO SCALED2TYPICAL RADIANT FLOOR MANIFOLD DETAIL NOT TO SCALEE2RADIANT FLOOR SLAB DETAIL Revisions Description Date Num Addendum #1 11/28/2022 1 PR#06 08/07/2023 2 1 1 2 1/8" = 1'-0" BOILER HEATING WATER PIPING SCHEMATICF4 EXHAUST FAN AND TRANSFER FAN SCHEDULE MANUFACTURERSERVESUNIT NO. TOTAL MODEL NO. TYPE CFM S.P. W.C. VOLTS/RPM HP MAKE-UP AIR SOURCE REMARKSBAS TEMPERATURE SENSOR CONTROL OF DAY BAS TIME BAS TIMED PUSH BUTTON TO SPECIFICATION OTHER - REFER EF 'X' EF-3 EF-2 1. 120/1 VOLT FANS SHALL BE PROVIDED WITH A FACTORY MOUNTED DISCONNECT SWITCH. 2. PROVIDE WITH EC MOTOR. 3. PROVIDE WITH A GRAVITY BACK DRAFT DAMPER UNLESS A MOTORIZED DAMPER IS INDICATED TO BE PROVIDED. 4. WHERE MOTORIZED DAMPERS ARE INDICATED, THE DAMPERS AND ACTUATORS SHALL BE PROVIDED BY THE BAS CONTRACTOR AND INSTALLED BY DIV 23 CONTRACTOR. NOTES: LOCATION EC MOTOR DRIVE PHASE MOTORIZED DAMPER EF-1 COOK COOK COOK PRV PRV PRV103, 104, 106 - TOILET ROOMS 108 - PARKS STORAGE 111 - KITCHENETTE/SERVING ROOF ROOF ROOF 300 300 175 0.5 0.5 0.375 DIRECT DIRECT DIRECT YES YES YES 1/4 1/4 1/4 YES NO NO NO NO YES NO NO NO NO YES NO NO YES NO 1, 2, 3 1, 2, 4 1, 2, 3 FANCOIL FANCOIL FANCOIL 90 ACEH 90 ACEH 101 ACED OR70 1317 120/1 120/1 120/11487 1487 DESIGN PUMP SCHEDULE NO. UNIT LOCATION SERIESMANUFACTURER MODEL NUMBER GPM TYPE 50% FLOW HEAD HEAD HEAD SIZE DESIGN SHUTOFF IMP. SIZE SIZE RPM H.P. DISCH.SUC.EFF.MOTOR VOLTS REMARKS P 'X' PHASE P-9 P-8 P-7 P-6 P-5 P-2 P-1 1. INSTALL IN ACCORDANCE WITH MANUFACTURER'S WRITTEN INSTRUCTIONS. 2. PROVIDE AND INSTALL A STRAP-ON LINE VOLTAGE AQUASTAT TO CYCLE PUMP. COORDINATE INSTALLATION WITH THE ELECTRICAL CONTRACTOR FOR WIRING. 3. VARIABLE FREQUENCY DRIVES SHALL BE PROVIDED BY THE BUILDING AUTOMATION SYSTEM CONTRACTOR. ALL VARIABLE FREQUENCY DRIVES FOR THE ENTIRE PROJECT SHALL BE BY THE SAME MANUFACTURER. 4. SELECT WITH 35% PROPYLENE GLYCOL. 5. SELECT WITH 25% PROPYLENE GLYCOL. NOTES: VFD SERVES HEATING INFLOOR HEAT ZONE #1 INFLOOR HEAT ZONE #2 INFLOOR HEAT ZONE #3 INFLOOR HEAT ZONE #4 DOMESTIC HW RECIRC. B&G B&G B&G B&G B&G B&G B&G B&G SERIES e-80 PL NBF NBF - 22 INLINE INLINE INLINE INLINE INLINE INLINE INLINE INLINE 75 70 454.6 381.5 342.0 393.1 123.0 9.125" - 2" 2" 3/4" 5 5 2/5 1/8 YES YES NO 208 3 208 3 120 1 1,3,4 1,3,4 1, 4 1, 4 1, 4 1, 4 1,2 75 70 72 73 72 73 9.125" 2" 2"SERIES e-80 SERIES e-60 120 11" 1" -2/5 120 13/4" -2/5 120 13/4" -2/5 120 13/4" - PL PL PL P-10 1, 4 HEATING NO NO NO NO MECHANICAL ROOM MECHANICAL ROOM MECHANICAL ROOM MECHANICAL ROOM 110 112 MECHANICAL ROOM 107 1 2X2X9.5C 2X2X9.5C PL 55 PL 55 PL 55 PL 55 30 24 48 45 44 45 14 26 52 52 52 52 15 27 5.25 51% 51% 21% 19% 19% 20% 20% 58%1.25" 3/4" 3/4" 3/4" 3/4" 1.25" 1800 1800 1800 3600 3600 3600 3600 3000 1/2 208 NO3 4 FAN COIL #1 & #2 112 LITTLE GIANT VCMA-15 554405 STANDARD 0.4 10 -15 - -1-1/8" 3/8"1-1/50 115 NO 1 BOILER 1.25X1.25X5.25 5 P-11 EXPANSION TANK SCHEDULE SERVES NO. UNIT MANUFACTURER MODEL NUMBER TYPE TANK (GALLONS) VOLUME TANK PRESS PRECHARGE MINIMUM WATER AVERAGE TEMP. PRESSURE (PSIG) OPER. MAXIMUM DIA. TANK HEIGHT TANK REMARKS ET 'X' (PSIG) ET-3 ET-1 1. INSTALL IN ACCORDANCE WITH MANUFACTURER'S WRITTEN INSTRUCTIONS. 2. PROVIDE AUTOMATIC AIR VENT PIPED TO NEAREST FLOOR DRAIN. NOTES: (GALLONS) VOLUME ACCEPTANCE HEATING / CHILLED WATER DOMESTIC HW B&G B&G B85-LA PLT-12 BLADDER DIAPHRAGM 115 22 11 110 4.5 2.8 ET-2 CONDENSER WATER B&G B85-LA BLADDER 80 22 11 1,2 1,2 1,21507013.5" 10.5" 12 12 30 30 34" 34" 16" 16" SPEED HIGH CFM @ FAN COIL UNIT SCHEDULE NO. UNIT TYPE LAT DB/WB EAT DB/WB SSTLIQ TEMP TOTAL MBH DX COIL DATA SEN CAP SUPER HT HOT WATER COIL DATA FC 'X' VOLTS HPPHASE FAN DATA REMARKS FLUID P.D. GPMEWT/LWTMBHLAT DB EAT DB FC-2 FC-1 OA MIN MOTOR TYPE 1. INSTALL IN ACCORDANCE WITH MANUFACTURER'S WRITTEN INSTRUCTIONS. 2. SELECT WITH 35% PROPYLENE GLYCOL. NOTES: FC-4 FC-3 ENVIRO-TEC, BCU -30 ENVIRO-TEC, BCU -20 ENVIRO-TEC, BCU -30 ENVIRO-TEC, HPP08 2000 2015 1250 400 665 175 350 675 1 1/2 1/3 1 1 1/2 1, 2 1, 2 1, 2 1, 2 ESP 1.25 0.70 1.0 1.25 78/64.7 ROWS /FPI 50/49.7 110 4558.9 47.5 92.4 1.89 2/12 208 3 ECM ECM208 377.3/64.2 51.9 ECM208 377.6/61.7 49.8 80.6/66.7 120 131.8 ECM CO2 OA 250 175 160 280 1 1 10 6/1083.8 51.3/50.6 47.7 34.3 110 45 10 4/12 48.8/48.5 70.9 60.8 110 45 10 6/12 ROWS /FPI 98.5 140/120 10.5 94.7 58.2 140/120 6.2 3.42 2/10 92.8 94.7 140/120 10 9.47 2/10 52.0/51.4 17.5 11.96 110 45 10 4/12 92.6 28.12 140/120 2.9 1.28 2/12 DOMESTIC WATER HEATER SCHEDULE SERVESUNIT NO.OR ELEC) TYPE (GASMODEL NUMBER MANUFACTURER STORAGE CAP. (GALLONS)INPUT MBH @ 90° RISE GPH RECOVERY VOLTSVENT SIZE WATER TEMP. AMPS REMARKS WH 'X' PHASE WH-1 1. INSTALL IN ACCORDANCE WITH MANUFACTURER'S WRITTEN INSTRUCTIONS. 2. PROVIDE WITH ASME RATED PRESSURE/TEMPERATURE RELIEF VALVE. 3. PROVIDE WITH SINGLE POINT ELECTRICAL CONNECTION. NOTES: LAVS AND KITCHENETTES A.O. SMITH BTH 120 GAS 120 60 154 110° 3 120 1 1,2,35.0 1 P-6 P-7 SINGLE SINK (WIDE) EMERGENCY EYEWASH - 2" -1/2" 1 1/2" 1/2" 1/2"- - 1/2"- - - ADA COMPLIANT WALL MOUNTED - - - - PLUMBING FIXTURE SCHEDULE 4"P-1H WATER CLOSET (ADA) P-2H P-3 P-4 P-5 SINGLE SINK WATER COOLER 2" 1 1/2" LAVATORY (ADA) MOP BASIN 1 1/2" 3" FIX. NO.FIXTURE TYPE SURFACE MOUNTED, DUAL HEIGHT 2" 1 1/4" 1 1/2" 1/2" 1 1/2" 1/2" 1/2"- - - - - 1 1/2" 1 1/2" 1/2" 3/4" 1/2" 3/4" - - - - ADA COMPLIANT - - - - - ADA COMPLIANT - - - - - - - - LAB GASESVENT SIZE VACUUM - - AIR - ADA COMPLIANT NAT. GAS - OTHER - REMARKS 1/2" - - TEPID WATER SIZE - 1 1/2" 3" 1 1/2" 1 1/2" 1 1/2" 3" MINIMUM TRAP SIZE MINIMUM DRAIN SIZE CW SIZE HW SIZE - - - - ADA COMPLIANT ADA COMPLIANT FAN SCHEDULE MANUFACTURERSERVESUNIT NO. MODEL NO. STYLE VOLTSDIAMETER IN. WATTS REMARKS CF 'X' PH CF-2 1. INSTALL IN ACCORDANCE WITH MANUFACTURER'S WRITT EN INSTRUCTIONS. 2. PROVIDE WITH REMOTE WALL MOUNTED SPEED CONTROL. NOTES: CEILING MOUNTED 52 22 120 1 CFM 1110F524-CL CF-1 CEILING MOUNTED110 - MULTIPURPOSE 52 22 120 1 1,21110MINKAAIRE F524-CL CF-3 CEILING MOUNTED107 - CLASSROOM/PROGRAMS 52 22 120 11350F524-CL CF-4 CEILING MOUNTED 52 22 120 11350F524-CL 110 - MULTIPURPOSE 107 - CLASSROOM/PROGRAMS 1,2 1,2 1,2 MINKAAIRE MINKAAIRE MINKAAIRE 1 MANUFACTURERUNIT NO.SERVES UNIT HEATER/CABINET UNIT HEATER SCHEDULE TYPE (GAS, HW OR ELEC) MODEL NUMBER CABINET CFM RPM HP VOLTS REMARKSGPMMBH UH 'X' PHASE CUH-2 CUH-1 UH-1 - CUH 'X' 1. INSTALL IN ACCORDANCE WITH MANUFACTURER'S WRITTEN INSTRUCTIONS. 2. UNITS ARE SELECTED WITH 125 DEGREE ENTERING WATER AND 105 DEGREE LEAVING WATER WITH A 60 DEGREE ENTERING AIR TEMPERATURE. 3. UNITS SHALL BE VERTICAL WALL MOUNTED WITH BOTTOM INLET AND TOP OUTLET. 4. SEMI-RECESSED WITH 2 1/2" EXPOSED CABINET. 5. SELECT WITH 35% PROPYLENE GLYCOL. NOTES: 108 - PARKS STORAGE 102 - NORTH VESTIBULE 100 - SOUTH VESTIBULE ZHENDER-RITTLING ZHENDER-RITTLING ZHENDER-RITTLING RRWI-330-08 RH-193 RRWI-330-08 HW HW HW 34.9 34.9 65.62900 810 810 1, 2, 5 1, 2, 3, 4, 5 1, 2, 3, 4, 5 1/4 1/15 1/15 120 120 120 1 1 1 6.6 3.7 3.7 WALL WALL - - 1 1 1 1 1 - INTAKE AND RELIEF HOOD SCHEDULE UNIT NO. SERVES MANUFACTURER BACKDRAFT NUMBER MODEL TYPE CFM THROAT SIZESP IN W.C. MAX. DAMPER (YES/NO) REMARKS RH-1 RH 'X' 1. INSTALL IN ACCORDANCE WITH MANUFACTURER'S WRITTEN INSTRUCTIONS. 2. ALL INTAKE AND RELIEF HOODS ARE SHALL HAVE LOCKABLE HINGED OPENINGS. 3. PROVIDE WITH 24" HIGH CURB. 4. PROVIDE WITH 30" HIGH ROOF CURB. NOTES: FC-1,2,3,4 COOK 48x54GR GRAVITY RELIEF HOOD 5700 48"x 54" NO 1,2,30.017 IH-1 IH-2 FC-3 FC-4 COOK COOK 24x18GI 18x12GI GRAVITY INTAKE HOOD GRAVITY INTAKE HOOD 24x18 18x12 2400 0.110 NO NO1250 0.031 1,4 1,4 1 BOILER SCHEDULE MANUFACTURER NO. UNIT NOMINAL HPNUMBER MODEL TYPE GROSS OUTPUT MBHMBH/GPH FIRING RATE AMPS VOLTS REMARKS B 'X' FUEL PHASE B-1 1. INSTALL IN ACCORDANCE WITH MANUFACTURER'S WRITTEN INSTRUCTIONS. 2. SELECT WITH 35% PROPYLENE GLYCOL. NOTES: LOCHINVAR WHB285N FIRE TUBE-COND. NG 285 264 120 1 1, 27.9 7.0 3 AIR SEPARATOR SCHEDULE UNIT NO. SERVES MANUFACTURER MODEL NUMBER GPM MAX.REMARKSINLET/OUTLET SIZE BLOWDOWN SIZE AS 'X' NOTES: AS-2 BUILDING 1. INSTALL IN ACCORDANCE WITH MANUFACTURER'S WRITTEN INSTRUCTIONS. 2. PROVIDE AUTOMATIC AIR VENT PIPED TO NEAREST FLOOR DRAIN. BELL & GOSSETT RL- 3 190 3"/3" 1" 1,2 1 1 SIZE CONVECTOR SCHEDULE SERVESUNIT NO.MANUFACTURER TYPEMODEL NO.GPM LxHxD WATER ENT.LVG. WATER MBH REMARKS CV 'X' CV-3 CV-2 CV-1 1. INSTALL IN ACCORDANCE WITH MANUFACTURER'S WRITT EN INSTRUCTIONS. 2. SELECT WITH 35% PROPYLENE GLYCOL. NOTES: 106 TOILET 104 TOILET 103 TOILET ZHENDER-RITTLING ZHENDER-RITTLING ZHENDER-RITTLING PL-26-36-04 PL-26-36-04 PL-26-36-04 RECESSED WALL RECESSED WALL RECESSED WALL 36"x26"x4" 36"x26"x4" 36"x26"x4" 1, 2 1, 2 1, 2 125 125 125 115 115 115 1 1 1 1.0 1.0 1.0 1 1 G A E D C B MANUF. & MODEL NO. GRILLES, REGISTERS AND DIFFUSERS SCHEDULE SERVICETYPE DESCRIPTION REMARKS ALUMINUM ½" x ½" x ½" EGG CRATE GRILLE OF THE SIZE INDICATED ON THE PLANS. PROVIDE WITH BORDER CHANNEL, AND FACTORY BAKED WHITE ENAMEL FINISH. ALL STEEL SUPPLY REGISTER OF THE SIZE AS INDICATED ON THE PLANS. PROVIDE WITH DOUBLE DEFLECTION HORIZONTAL FRONT BLADES, ¾" SPACING, OPPOSED BLADE DAMPER, AND BAKED WHITE ENAMEL FINISH. ALL STEEL EXHAUST REGISTER OF THE SIZE AS INDICATED ON THE PLANS. PROVIDE WITH SINGLE DEFLECTION HORIZONTAL BLADES AT A FIXED 35° PATTERN AT ¾" SPACING, OPPOSED BLADE DAMPER, AND FACTORY BAKED WHITE ENAMEL FINISH. SAME AS EXHAUST REGISTER D EXCEPT WITHOUT THE OPPOSED BLADE DAMPER. EXTRUDED ALUMINUM 3/4" SLOT WITH LENGTH AND NUMBER OF SLOTS AS INDICATED ON THE PLANS. PROVIDE WITH END PLATES, OPTIONAL PLENUM WITH INLET AS INDICATED ON DRAWINGS, BLANK-OFF PLATES AS REQUIRED. STEEL PATTERN CONTROLLERS (PAINTED BLACK) CAPABLE OF 180° AIR FLOW ADJUSTMENT, AND FACTORY BAKED WHITE ENAMEL FINISH. TITUS MODEL TMS BORDER TYPE 3 TITUS MODEL 50F BORDER TYPE 7 TITUS MODEL 300RL TITUS MODEL 350RL TITUS MODEL 350RL TITUS MODEL ML-38 BORDER TYPE 9A LINEAR SUPPLY DIFFUSER (LAY-IN CEILING MOUNT) RETURN, EXHAUST, TRANSFER GRILLE (SURFACE MOUNT) EXHAUST REGISTER (SURFACE MOUNT) SUPPLY REGISTER (SURFACE MOUNT) RETURN GRILLE (LAY-IN CEILING MOUNT) SUPPLY AIR DIFFUSER (LAY-IN CEILING MOUNT) 24" x 24" STEEL 3 CONE LOUVERED FACE SUPPLY AIR DIFFUSER WITH ROUND INLET NECK, HEAVY GAUGE STEEL BACK PAN, AND FACTORY BAKED WHITE ENAMEL FINISH. F ALL STEEL SUPPLY REGISTER OF THE SIZE AS INDICATED ON THE PLANS. PROVIDE WITH DOUBLE DEFLECTION HORIZONTAL FRONT BLADES, ¾" SPACING, AIR SCOOP DEVICE AND ANODIZED FINISH.TITUS MODEL S300FSPIRAL DUCT MOUNTED GRILLES MANUFACTURER WATER SOFTENER SCHEDULE UNIT NO. EXCHANGE CAPACITY PER TANK (GRAINS) TYPEMODEL NUMBER @ 15 PSI FLOW RATE (GPM) PEAK @ 25 PSI STD. RESIN (CU. FT.) REMARKSSOFTENER TANKBRINE TANK STORAGE (LBS) FLOW RATE BACKWASH SIZE INLET/OUTLET HEADER PIPE SIZE BRINE TANK SIZE WS 'X' WS-1 7 LBS SALT PER CU. FT (GPM) 1. INSTALL IN ACCORDANCE WITH MANUFACTURER'S WRITT EN INSTRUCTIONS. 2. PROVIDE WITH DIGITAL DISPLAY PROGRAMMABLE CONTROLLER. 3. CONNECT MECHANICAL CONTROLLER TO INLET AND OUTLET HEADER AS INDICATED ON DRAWINGS. NOTES: 13 LBS SALT PER CU. FT 1, 2, 3WCC MF-120 MR 4533 4 7 650 16W x 65H 24W x 50H 1.5"92,000 120,000CATION EXCHANGE MANUFACTURER SIDE STREAM FILTER SCHEDULE NO. UNIT SERVES F 'X' REMARKS F-1 1. FIELD INSTALLED ACCESSORIES INCLUDE AT A MINIMUM PRESSURE GAUGES ON THE INLET/OUTLET, ISOLATION SHUTOFF VALVES, UNION CONNECTIONS, AND A BALANCING VALVE FOR THE FLOW INDICATED. 2. THE MECHANICAL CONTRACTOR SHALL VERIFY INLET AND OUTLET CONFIGURATION. 3. MAXIMUM PRESSURE DROP IS BASED UPON A 5 MICRON CLEAN FILTER. NOTES: WESSELS MODEL NO. DESIGN MAXIMUM FLOW RATE CONNECTION 4NBF12-2F 160 (GPM) FLOW RATE (GPM) SIZE PRESSURE DROP MAXIMUM 0.75 (PSI) 1, 2, 3 FILTER TYPE BAGBOILER 60-140 2" 1 1 RADIANT IN FLOOR HEAT SCHEDULE TUBE TYPEUNIT NO. TUBE SPACING LOOP LENGTH # OF LOOPS REMARKS IF 'X' LOAD PER SF IF-1 1. INSTALL IN ACCORDANCE WITH MANUFACTURER'S WRITTEN INSTRUCTIONS. 2. SELECTED WITH 35% PROPYLENE GLYCOL. 3. PROVIDE ALL SLAB PIPING, MANIFOLDS, SENSORS, AND CONTROLS. NOTES: TEMP DROP GPM HEAD LOSS SERVES ZONE 1 1,2,3hePEX 1/2"12" 299'30 20°4.63 14.3 TOTAL RADIANT LOAD (BTU/HR) 43911 GROSS AREA SF 1394 REQUIRED WATER TEMP 126 MANUFACTURER UPONOR IF-2 IF-3 IF-4 ZONE 2 ZONE 3 ZONE 4 451 615 921 hePEX 1/2" hePEX 1/2" hePEX 1/2" UPONOR UPONOR UPONOR 12" 12" 12" 246' 225' 250' 126 126 126 14207 19373 29012 8.2 6.4 8.7 20° 20° 20° 1,2,3 1,2,3 1,2,3 30 30 30 1.50 2.04 3.06 1 1 1 5 2 3 4 1 1 CIRCUITSSERVESUNIT NO.MODEL NO.MFGR.VOLTSNOMINAL TONS CONDENSING UNIT SCHEDULE - AIR COOLED REFRIG.STAGES MIN EER REMARKS CU 'X' COMPRESSOR TYPE PHASE MCA CU-2 CU-1 1. INSTALL IN ACCORDANCE WITH MANUFACTURER'S WRITTEN INSTRUCTIONS. 2. PROVIDE WITH SPRING VIBRATION ISOLATORS. 3. PROVIDE WITH A RAWAL APR VALVE. 4. PROVIDE WITH SINGLE POINT ELECTRICAL CONNECTION AND TRANSFORMER FOR CONTROL CIRCUIT. 5. PROVIDE WITH SINGLE POINT DISCONNECT. NOTES: SCCR CU-4 CU-3 FC-2 FC-1 FC-4 FC-3 7.5 1.5 4 7.5 JOHNSON CONTROLS FRASER JOHNSTON FRASER JOHNSTON JOHNSON CONTROLS J07YEC00A2BAA5 AL19B4821S TCF2B18S21S J07YEC00A2BAA5 SCROLL 208 3 36.9 5kA 2SINGLE -R-410A 1SCROLL 208 1 13.2 R-410A15.2-SINGLE R-410A28.2208 1 2 19SCROLL SCROLL 208 3 36.9 5kA 2SINGLE -R-410A 1, 2, 3, 4, 5 1, 2, 4, 5 1, 2, 3, 4, 5 1, 2, 3, 4, 5 -SINGLE F E D C B A 1 2 3 4 5 6 7 8 M MN Check: Drawn: Date: Comm: License Number: 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 under the laws of the State of Scale: Date 8/7/2023 4:14:22 PMBIM 360://222064 - Glacial Valley Park Building/222064 - Glacial Valley Park Building (MECH)_Central.rvt1/8" = 1'-0"Central: BIM 360://222064 - Glacial Valley Park Building/222064 - Glacial Valley Park Building (MECH)_Central.rvtCITY OF COTTAGE GROVE GLACIAL VALLEY PARK BUILDING M6.4 SCHEDULES 8635 W POINT DOUGLAS RD S COTTAGE GROVE, MN 55016 9900 RAVINE PKWY S COTTAGE GROVE, MN 55016 222064 JM AG 11/08/22 222064 MINNESOTA 11/08/22 PROFESSIONAL ENGINEER Revisions Description Date Num Addendum #1 11/28/2022 1 SI#01 02/06/2023 2 SI#02 05/02/2023 3 PR#04 07/11/2023 4 PR#06 08/07/2023 5 1 1 1 1 1 1 1 1 1 4 5 5 5 5 5 5 ELECTRICAL ABBREVIATIONS LIST C CONDUIT CATV CABLE TELEVISION CB CIRCUIT BREAKER CCTV CLOSED CIRCUIT TELEVISION CKT CIRCUIT CLG CEILING CMPR COMPRESSOR CONN CONNECTION CONT CONTINUATION OR CONTINUOUS CONTR CONTRACTOR CONV CONVECTOR CP CIRCULATING PUMP CT CURRENT TRANSFORMER CTR CENTER CU COPPER DCP DOMESTIC WATER CIRCULATING PUMP EX EXISTING TO REMAIN FOL FIBER OPTIC LINE FS FUSIBLE SWITCH HTR HEATER HV HIGH VOLTAGE HWP HYDRONIC WATER PUMP IC INTERRUPTING CAPACITY IG ISOLATED GROUND IMC INTERMEDIATE METAL CONDUIT INCAND INCANDESCENT IR INFRARED I/W INTERLOCK WITH J-BOX JUNCTION BOX KV KILOVOLT KVA KILOVOLT-AMPERE KVAR KILOVOLT-AMPERE REACTIVE KW KILOWATT KWH KILOWATT HOUR LOC LOCATE OR LOCATION LT LIGHT LTG LIGHTING LTNG LIGHTNING LV LOW VOLTAGE MAG.S MAGNETIC STARTER M/C MOMENTARY CONTACT MCB MAIN CIRCUIT BREAKER MCC MOTOR CONTROL CENTER MDC MAIN DISTRIBUTION CENTER MDP MAIN DISTRIBUTION PANEL MFR MANUFACTURER MFS MAIN FUSED DISCONNECT SWITCH MLO MAIN LUGS ONLY MMS MANUAL MOTOR STARTER MOA MULTIOUTLET ASSEMBLY MSP MOTOR STARTER PANELBOARD MSBD MAIN SWITCHBOARD MT MOUNT MT.C EMPTY CONDUIT MTS MANUAL TRANSFER SWITCH MTR MOTOR, MOTORIZED UE UNDERGROUND ELECTRICAL UG UNDERGROUND UH UNIT HEATER UNO UNLESS NOTED OTHERWISE UT UNDERGROUND TELEPHONE UV UNIT VENTILATOR OR ULTRAVIOLET V VOLT VA VOLT-AMPERES VERT VERTICAL VFD VARIABLE FREQUENCY DRIVE VOL VOLUME W WATT W/ WITH WG WIRE GUARD WH WATER HEATER W/O WITHOUT WP WEATHERPROOF XFMR TRANSFORMER XFR TRANSFER QUAN QUANTITY RCPT RECEPTACLE REQD REQUIRED RL RELOCATED RSC RIGID STEEL CONDUIT RTU ROOF TOP UNIT SC SURFACE CONDUIT SEC SECONDARY SHT SHEET SIM SIMILAR S/N SOLID NEUTRAL SPKR SPEAKER SP SPARE SR SURFACE RACEWAY SS STAINLESS STEEL SSW SELECTOR SWITCH S/S STOP/START PUSHBUTTONS STA STATION STD STANDARD SURF SURFACE MOUNTED SW SWITCH SWBD SWITCHBOARD SYM SYMMETRICAL TERM TERMINAL TL TWIST LOCK TR TAMPER RESISTANT T-STAT THERMOSTAT TTC TELEPHONE TERMINAL CABINET TVTC TELEVISION TERMINAL CABINET TYP TYPICAL N.C. NORMALLY CLOSED NEC NATIONAL ELECTRICAL CODE NEMA NATIONAL ELECTRICAL MANUFACTURER'S ASSOCIATION NFS NON-FUSED SAFETY SWITCH NIC NOT IN CONTRACT NL NEW LOCATION N.O. NORMALLY OPEN NPF NORMAL POWER FACTOR NTS NOT TO SCALE OFE OWNER FURNISHED EQUIPMENT OH OVERHEAD OL OVERLOADS PA PUBLIC ADDRESS PB PULL BOX PE PNEUMATIC ELECTRIC PED PEDESTAL PF POWER FACTOR PH PHASE PNL PANEL PP POWER POLE PR PAIR PRI PRIMARY PROJ PROJECTION PRV POWER ROOF VENTILATOR PT POTENTIAL TRANSFORMER PVC POLYVINYL CHLORIDE (CONDUIT) PWR POWER < ANGLE @ AT ' FEET " INCHES # NUMBER 1P 1 POLE (2P, 3P, 4P, ETC.) A AMPERE AC AIR CONDITIONER ACLG ABOVE CEILING ADA AUTOMATIC DOOR ACTUATOR AFF ABOVE FINISHED FLOOR AFG ABOVE FINISHED GRADE AFI ARC FAULT CIRCUIT INTERRUPTER AHU AIR HANDLING UNIT AL ALUMINUM ALT ALTERNATE AMP AMPLIFIER ANNUN ANNUNCIATOR AQ-STAT AQUASTAT ATS AUTOMATIC TRANSFER SWITCH AV AUDIO VISUAL AWG AMERICAN WIRE GAUGE BATT BATTERY BD BOARD BLDG BUILDING BAS BUILDING AUTOMATION SYSTEM DEVICE ABBREVIATIONS: WASH CLOTHES WASHER DRY CLOTHES DRYER DISH DISHWASHER DISP UNDER SINK DISPOSER EWC ELECTRIC WATER COOLER FLSH SANITARY AUTOMATIC FLUSH FRZ FREEZER GOGG GOGGLES CABINET HAND HAND DRYER HOOD EXHAUST HOOD MWV MICROWAVE REF REFRIGERATOR RL RELOCATE NL NEW LOCATION OVN ELECTRIC OVEN VEND VENDING MACHINE PRNT PRINTER Version 3.16.22 # # PC PC OS L LIGHTING POWER DISTRIBUTION AND EQUIPMENT LIGHTING CONTROL GENERAL ELECTRICAL SYMBOLS BRANCH CIRCUIT, FEEDER, AND RACEWAY FIRE ALARM DEVICES POWER AND MOTOR DEVICESCOMMUNICATION DEVICES SECURITY DEVICES F F/S F TS F FL F I F CM F SD F F H #° FD SDB SMC SKP SDR SCR S xx F CEILING OR WALL MOUNTED JUNCTION BOX WITH REQUIRED COVERPLATE - PLAN INDICATES FUNCTION MSP MSS MS DISCONNECT SWITCH - NON FUSED. MOTOR RATED SWITCH AND PILOT. MOTOR STARTER SWITCH WITH MOTOR RUNNING PROTECTION (ADD RELAY IF CONTROL CONTACTS ARE REQUIRED). MOTOR RATED SWITCH. PUSHBUTTON - WALL MOUNTED. MOTOR, SEE MOTOR AND EQUIPMENT SCHEDULE COMBINATION STARTER/DISCONNECT SWITCH. LINEAR PENDANT LUMINAIRE; FOR SUSPENDED MOUNTING HEIGHTS, SEE DRAWINGS. TRACK LIGHT LUMINAIRE (WITH HEADS OR PENDANTS); LENGTH AND MOUNTING AS NOTED ON DRAWINGS. EXIT LIGHT-FACE SHOWN SHADED; PLAN INDICATES CEILING OR WALL MOUNTING AND DIRECTIONAL ARROWS. ATS WALL MOUNTED LUMINAIRE; SEE REFLECTED CEILING PLAN FOR MOUNTING HEIGHT. TRANSFORMER, WITH SIZE AS NOTED. SEE RISER DIAGRAM, SCHEDULE OR FLOOR PLANS; VERIFY. PULLBOX MOTOR CONTROL CENTER (W/CONCRETE PAD); FLOOR MOUNTED. PLUG-IN BUS DUCT SWITCH; SIZE AS INDICATED AND SPECIFIED. VERIFY MOUNTING HEIGHT. METER/SOCKET ASSEMBLY; MOUNT TOP AT 72" AFFM PB MCC T SWITCHBOARD WITH CONCRETE PAD: FLOOR MOUNTED. PANELBOARD; WALL MOUNTED WITH TOP AT 78" AFF. RELAY/CONNECTION CABINET; WALL MOUNTED, WITH TOP AT 72" AFF AUTOMATIC TRANSFER SWITCH; WALL OR FLOOR MOUNTED. SYMBOL DESCRIPTION ELECTRICAL SYMBOL SCHEDULE SYMBOL DESCRIPTION CIRCULAR PENDANT LUMINAIRE; FOR SUSPENDED MOUNTING HEIGHTS, SEE DRAWINGS. POLE MOUNTED SITE LUMINAIRE - SINGLE SQUARE HEAD. NUMBER OF HEADS AS SHOWN. EACH SYMBOL DENOTES A SINGLE POLE LIGHT SWITCH WHEN MULITPLE SWITCHES ARE SHOWN, LOCATE ALL UNDER SINGLE MULTI-SWITCH COVERPLATE. INDICATES CONDUIT IS SURFACE MOUNTED INDICATES CONDUIT ROUTED BELOW, IN FLOOR STRUCTURE, BELOW GRADE, OR AS NOTED. INDICATES CONDUIT ROUTED CONCEALED ABOVE FLOOR OR GRADE (IN CEILING OR WALL) SURFACE RACEWAY ASSEMBLY. PROVIDE AS SPECIFIED, UNLESS NOTED OTHERWISE. INDICATES 1" CONDUIT, (3) NO. 4 AWG CONDUCTORS AND (1) NO. 3 GROUND WIRE CONDUIT STUB - TERMINATION INDICATED BY NOTE CABLE TRAY (WIDTH X DEPTH) 1"C,3#4+1#3G INDICATES CONDUIT UP INDICATES CONDUIT DOWN DESCRIPTION POKE-THROUGH (PT) OR FLOOR BOX (FB), FULLY RECESSED IN FLOOR. REFER TO POKE-THROUGH AND FLOOR BOX SCHEDULE. DESCRIPTION SPECIAL PURPOSE OUTLET; RECESSED, MOUNT PER DWGS. RECESSED CEILING MOUNTED SINGLE OR DUPLEX RECEPTACLE W/ ADDITIONAL 10' FLEX MC/AC SLACK (COILED); FOR FUTURE DEVICE RELOCATION. DUPLEX RECEPTACLE ON EMERGENCY CIRCUIT RECEPTACLE (SINGLE) DOUBLE DUPLEX RECEPTACLE (QUAD) ON NORMAL CIRCUIT J J P DISCONNECT SWITCH - FUSED. MOTOR STARTER. SYMBOL SYMBOL 6'-0" 6'-0" 6'-0" 6'-0" 30" - 36" 18" 18" 18" 46" 46" 46" 46" 46" 90" 90" 46" 46" 90" 84" 84" MOUNTING HEIGHT MOUNTING HEIGHT MOUNTING HEIGHT 46" 46" 46" HANDHOLEHH FIRE/SMOKE DAMPER; MOUNT PER DWGS. F F PAGING/INTERCOM SPEAKER HORN ASSEMBLY- P.A. OR AS INDICATED xx INDICATES THE FOLLOWING: WG = WIREGUARD, PA = P.A. SYSTEM. (3/4"C. BUSHED EMT TO ACCESSIBLE CEILING). FIRE ALARM ANNUNCIATOR PANEL; FIREMAN PHONE JACK; MOUNT TOP 54" AFF PLUS OR MINUS 2". SPRINKLER FLOW-SWITCH; MOUNT PER DWGS. SPRINKLER TAMPER-SWITCH; MOUNT PER DWGS. SMOKE DETECTOR-CEILING MOUNTED. S-CO = COMBINATION SMOKE AND CARBON MONOXIDE DETECTOR S-H - COMBINATION SMOKE AND HEAT DETECTOR DUCT SMOKE DETECTOR; MOUNT PER DWGS. POWER POLE (DEVICES AS INDICATED) FIRE ALARM CONTROL PANEL (MASTER); FIRE ALARM MANUAL PULL STATION. FIRE ALARM CONTROL MODULE; MOUNT PER DWGS. FIRE ALARM CHIME (WP FOR EXTERIOR MOUNTING). B = BELL. MAGNETIC DOOR HOLD-OPEN (WALL MOUNTED); MOUNT PER DWGS. FIRE ALARM HORN (AUDIBLE), WALL MOUNTED. FIRE ALARM INDIVIDUAL ADDRESSABLE MODULE; MOUNT PER DWGS. HEAT DETECTOR (RATE-OF-RISE); #° = FIXTED TEMPERATURE - CEILING MOUNTED. EMERGENCY LIGHTING UNIT - TWO HEAD MOUNTING AS INDICATED ON DRAWINGS.KEYED NOTE. OCCUPANCY SENSOR - WALL OR CEILING CELING MOUNT. REFER TO LIGHTING CONTROL SCHEDULE FOR OPERATION INFORMATION. PHOTOCELL - WALL, CEILING, OR ROOF MOUNTED; SEE DRAWINGS. LOUD SPEAKER HORN ASSEMBLY; VERIFY MOUNTING HEIGHT. xx INDICATES THE FOLLOWING: WG = WIREGUARD, PA = P.A. SYSTEM. (3/4"C. BUSHED EMT TO ACCESSIBLE CEILING). FEEDER OR EQUIPMENT DRAWING NOTE. L OS S S SS B C BELL/AUDIBLE DEVICE. (3/4"C. BUSHED EMT TO ACCESSIBLE CEILING). CLOCK OUTLET. (3/4"C. BUSHED EMT TO ACCESSIBLE CEILING FOR WIRED CLOCKS ONLY). D = DOUBLE FACED - V CALL BACK SWITCH. (1/2"C. BUSHED EMT TO ACCESSIBLE CEILING). VOLUME CONTROL. (1/2"C. BUSHED EMT TO ACCESSIBLE CEILING). SPEAKER WITH BACKBOX (WALL OR CEILING). xx INDICATES THE FOLLOWING: PA = P.A. SYSTEM; V = WITH INTEGRAL VOLUME CONTROL; Z# = ZONE NUMBER. AV = REFER TO A/V SYMBOLS. (3/4"C. BUSHED EMT TO ACCESSIBLE CEILING). MOUNT 12" BELOW CEILING OR AS INDICATED ON PLANS. WALL DATA AND COMMUNICATIONS OUTLET: (BUSHED EMT TO ACCESSIBLE CEILING SPACE OR AS INDICATED). D# INDICATES TYPE OF OUTLET. SEE DETAIL SHEETS. DOOR RELEASE; MOUNT PER DWGS. MOTION DETECTOR; ARROW INDICATES DIRECTION. (WALL OR CEILING MOUNTED). MASTER CONTROL STATION KEYPAD; VERIFY MOUNTING HEIGHT WITH DWGS. DURESS BUTTON CR = CARD READER ROUGH-IN AT ADA HEIGHT CRK = CARD READER WITH INTEGRADED KEY PAD REFER TO DETAILS. MD SS MD S SECURITY DEVICE. xx INDICATES THE FOLLOWING: CM CONTROL MODULE DC DOOR CONTACTS (MONITORING) EL ELECTRIC LOCK/LATCH ES ELECTRIC STRIKE GB GLASS BREAK DETECTOR IR INFARED DETECTOR ML MAGNETIC LOCK REX REQUEST TO EXIT XP EXIT PUSHBUTTON, MOUNT AT ADA HT LL RECESSED LUMINAIRE (TYPE DENOTED) SURFACE MOUNTED LUMINAIRE (TYPE DENOTED) LUMINAIRE ON EMERGENCY CIRCUIT, SWITCHED SURVEILLANCE CAMERA. (WALL OR CEILING MOUNTED, 1"C. BUSHED EMT TO ACCESSIBLE CEILING). S S STRIP LIGHT LUMINAIRE; FOR SUSPENDED MOUNTING HEIGHTS, SEE DRAWINGS. D# D# FB# CONDUIT CONTINUATION 12"X4" FLR SWITCHING NOTATION. ## INDICATES THE FOLLOWING: 3 THREE-WAY 4 FOUR-WAY D DIMMER K KEYED LV LOW VOLTAGE MC MOMENTARY CONTACT PL PILOT LIGHT TD TIME DELAY ## RECEPTACLE NOTATION. xx INDICATES THE FOLLOWING: AB ABOVE COUNTER, BOTTOM OF BOX 2" ABOVE BACKSPLASH IG ISOLATED GROUND GFI INTEGRAL GROUND FAULT CIRCUIT INTERRUPTER GFI CB GROUND FAULT CIRCUIT INTERRUPTER IN CIRCUIT BREAKER TR TAMPER RESISTANT USB (2) USB PORTS INTEGRAL WITH RECEPTACLE WP WEATHERPROOF USB ONLY DEVICE, (4) USB CHARGING PORTS 18" CONDUIT SLEEVE WITH BUSHINGS ON BOTH ENDS, SEE SCHEDULE FOR QUANTITIES AND SIZES OF SLEEVESSL# ELEVATION, SEE DETAIL # ON SHEET E#.E# # LUMINAIRE ON EMERGENCY CIRCUIT, UNSWITCHED R EMERGENCY LIGHTING RELAY (UL 924) - SEE WIRING SCHEMATIC ON DETAIL SHEETS. Z# J CLG, 18" FAAP FACP DUPLEX RECEPTACLE ON NORMAL CIRCUIT 18" DOUBLE DUPLEX RECEPTACLE (QUAD) ON EMERGENCY CIRCUIT 18" xx S C D WAP CEILING DATA OUTLET AND WIRELESS ACCESS POINT: (BUSHED EMT TO ACCESSIBLE CEILING SPACE OR AS INDICATED). D# INDICATES TYPE OF OUTLET. SEE DETAIL SHEETS. SURFACE MOUNTED DUPLEX / QUAD RECEPTACLES AND DATA OUTLETS xx R NAC FIRE ALARM NOTIFICATION APPLIANCE CIRCUIT PANEL. MOUNT TOP 62" AFF PLUS OR MINUS 2". FF F F FIRE ALARM STROBE (VISUAL) DEVICE (WALL OR CEILING MOUNTED). xx INDICATES THE FOLLOWING: WG=WIRE GUARD; WP=WEATHER PROOF xx xx xx xx A.DEVICES SHALL BE MOUNTED AT THE HEIGHT INDICATED, UNLESS NOTED OTHERWISE. HEIGHTS ARE MEASURED TO FROM DEVICE CENTER TO FINISHED FLOOR. DEVICES MOUNTED IN BLOCK/BRICK WALLS SHALL CORRESPOND WITH BLOCK/BRICK COURSING. SEE MASONRY BACKBOX MOUNTING HEIGHT DETAIL. B.ALL MOUNTING HEIGHTS INDICATED ARE FROM THE FINISH FLOOR TO THE CENTER OF THE BOX. C. D. ON DEMOLITION DRAWINGS, DASHED ELECTRICAL ITEMS DENOTES EXISTING ITEMS TO BE REMOVED; SOLID SCREENED ELECTRICAL ITEMS DENOTES EXISTING ITEMS TO REMAIN, UNLESS NOTED OTHERWISE ON NEW WORK LIGHTING, POWER AND SYSTEMS DRAWINGS, SCREENED ELECTRICAL ITEMS DENOTES EXISTING ITEMS TO REMAIN; SOLID ELECTRICAL ITEMS DENOTES NEW ITEMS, UNLESS NOTED OTHERWISE F F DEVICES TO BE DEMOLISHED: EXISING DEVICES TO REMAIN: F NEW DEVICES: 46" TOP AT 60" AFF TOP AT 68" AFF NURSE CALL DEVICES NURSE CALL SYSTEM DEVICE. 4" SQUARE BOX WITH 3/4"C. BUSHED EMT TO ACCESSIBLE CEILING, UNO. x INDICATES THE FOLLOWING: A = STAFF ASSIST REQUEST B = CODE BLUE D = DUTY STATION, 3-GANG BOX E = EMERGENCY (PULLCORD) E1 = EMERGENCY (PUSHBUTTON) L = DOME LIGHT, ABOVE DOOR HEADER M = MASTER STATION, 1-GANG BELOW COUNTER TOP M1 = MASTER STATION WALL-MOUNTED, 3-GANG BOX P = PATIENT, 3-GANG BOX P1 = PATIENT W/ EXTRA JACK FOR PILLOW SPEAKER, 3-GANG BOX R = RELAY, 4-GANG BOX S = STAFF RESPONDER, 3-GANG BOX T = TV, MOUNT SAME HEIGHT AS ADJACENT RECEPTACLE DOME LIGHT, CEILING MOUNTED. WANDERING PATIENT DEVICE; MOUNT PER DWGS. xxx INDICATES THE FOLLOWING: KP = KEYPAD RX = RECIEVER WANDER ALERT SENSOR; MOUNT ABOVE CEILING. xx INDICATES THE FOLLOWING: ML=MAG LOCK; DC= DOOR CONTACT. Nx N Wxx W 46" 42" GROUND FIRE ALARM HORN/STROBE (COMBINATION) (WALL OR CEILING MOUNTED). xx INDICATES THE FOLLOWING: WG=WIRE GUARD; WP=WEATHER PROOF RECEPTACLES WITH GROUND FAULT CIRCUIT INTERRUPTER PUSHBUTTON - WALL MOUNTED. 33" EXTERIOR 42" INTERIORADA PT# WALL MOUNTED FURNITURE FEED.J 18" S xx S xx 18" B F TOP AT 62 ± 2" AFF 46" 18" I INTERCOM. x INDICATES THE FOLLOWING: M = MASTER STATION. IC = REFER TO A/V SYMBOLS. HS = REFER TO A/V SYMBOLS. (1/2"C. BUSHED EMT TO ACCESSIBLE CEILING). xx TOP AT 46" AFF J CORD REEL / CORD AND PLUG SET - CEILING MOUNTED. SEE PLANS FOR MORE INFORMATION. POLE MOUNTED SITE LUMINAIRE - PEDESTRIAN OR BOLLARD STYLE. S MULTI-LENS SURVEILLANCE CAMERA. (WALL OR CEILING MOUNTED, 1"C. BUSHED EMT TO ACCESSIBLE CEILING). S WALL PHONE COMMUNICATIONS OUTLET: (1" BUSHED EMT TO ACCESSIBLE CEILING SPACE). SEE DETAIL SHEETS W A DISTRIBUTED ANTENNA SYSTEM (DAS) ANTENNA.CLG 46" WALL MOUNT DATA OUTLET FOR ROOM SCHEDULING EQUIPMENT. REFER TO DETAILS. RS 46" SCRK SI SVI VIDEO INTERCOM WITH INTEGRATED DOOR RELEASE; MOUNT WITH ACTIVATION BUTTON AT MAXIMUM 48" (BUTTON LOCATION VARIES BY DEVICE MANUFACTURER). WALL MOUNT, 1" CONDUIT TO ACCESSIBLE CEILING. REFER TO DETAIL. I = INTERCOM; VI = VIDEO INTERCOM; SCS CONTROL SWITCH - INTERVIEW ROOM ACTIVITY. REFER TO DETAIL.46" SIL INDICATOR LIGHT - INTERVIEW ROOM ACTIVITY. REFER TO DETAIL.SIL F S-CO F S-H FIRE ALARM SPEAKER/STROBE (COMBINATION) (WALL OR CEILING MOUNTED). xx INDICATES THE FOLLOWING: WG=WIRE GUARD; WP=WEATHER PROOF 84", CLNGFF xx xx SS FFxxxx SS FIRE ALARM SPEAKER (WALL OR CEILING MOUNTED). xx INDICATES THE FOLLOWING: WG=WIRE GUARD; WP=WEATHER PROOF 84", CLNG 84", CLNG 84", CLNG xx DESCRIPTIONSYMBOL MOUNTING HEIGHT AUDIO / VIDEO DEVICES 18"MM MICROPHONE OUTLET ( WALL, CEILING, OR HANGING). HA = HANGING, 1 GANG J-BOX AT CEILING DECK OR AS NOTED. (1/2"C. BUSHED EMT TO ACCESSIBLE CEILING). 18"A AUXILIARY INPUT CONNECTOR. (1/2"C. BUSHED EMT TO ACCESSIBLE CEILING). TV COMMUNICATIONS OUTLET FOR TV (WALL OR CEILING). (BUSHED EMT TO ACCESSIBLE CEILING SPACE OR AS INDICATED). # = SEE DETAIL SHEETS. TV # # TV/VIDEO CAMERA, CLOSED CIRCUIT. (WALL OR CEILING MOUNTED, (1"C. BUSHED EMT TO ACCESSIBLE CEILING). MOUNT PER DRAWINGS. CAMERA BY OTHERS. C C 60" AVAVR-# AVAVR-#A/V FLOOR MOUNTED EQUIPMENT CABINET. REFER TO A/V DETAILS. AVR-# DENOTES RACK NUMBER. A/V WALL OR DESK MOUNTED EQUIPMENT RACK OR CABINET. REFER TO A/V DETAILS. AVR-# DENOTES RACK NUMBER. CEILING OR WALL MOUNTED A/V JUNCTION BOX. REFER TO KEYNOTE FOR DIMENSIONS AND ADDITIONAL INFORMATION.J JAV AV A/V CONTROL PANEL (TOUCHSCREEN OR BUTTON PANEL), WALL MOUNTED. REFER TO KEYNOTE.AVCP 56" / VERIFY M HA A/V WALL INPUT WALLPLATE/TRANSMITTER. REFER TO A/V DETAILS.AVWP A/V INPUT IN FURNITURE. REFER TO A/V DETAILS.AV 18" A/V TECH I/O PANEL (NUMBER). REFER TO A/V PANEL DETAILS FOR DIMENSIONS AND ADDITIONAL INFORMATION.AVTP-# ANTENNA J-BOX/WALLPLATE, 1-GANG, FOR WIRELESS MICS OR A.L.S. REFER TO A/V WALLPLATE DETAILS.AVANT PRODUCTION P/T/Z CAMERA AND J-BOX/WALLPLATE. REFER TO A/V WALLPLATE DETAILS.AVCAM CEILING OR WALL-MOUNT PROJECTOR. REFER TO A/V DETAILS.P P PROJECTION SCREEN - LOW VOLTAGE CONNECTIONSC PRODUCTION INTERCOM HEADSET STATION. PRODUCTION INTERCOM OUTLET WALLPLATE. REFER TO A/V WALLPLATE DETAILS. IHS IIC CEILING OR WALL-MOUNT A/V SPEAKER. FLUSH-MOUNT. Z: ZONE #.S S AV AV Z-# Z-# CEILING MOUNTED A/V SPEAKER. PENDANT MOUNT. Z: ZONE #.SAV/P Z-# SUSPENDED SPEAKER ENCLOSURE OR ARRAY, AND RIGGING. REFER TO A/V DETAILS.S RECESSED CABLE ENCLOSURE IN FURNITURE.CC A. INSTALL CONCEALED CONDUIT WITH FLUSH J.B.'S IN W ALLS AND CEILINGS UNLESS NOTED OTHERWISE. IN FINISHED AREAS WITH INACCESSIBLE WALLS OR CEILINGS, PROVIDE SURFACE (WIREMOLD) RACEW AY; PAINT TO MATCH COLOR OF ADJACENT WALL OR CEILING. B. RACEWAYS SHALL CONTAIN A GROUNDING CONDUCTOR. C. CIRCUITS SUPPLYING LINE TO NEUTRAL LOADS SHALL HAVE DEDICATED NEUTRALS, i.e. ONE NEUTRAL PER PHASE. NEUTRAL CONDUCTORS SHALL HAVE TRACER STRIPE ALONG ENTIRE LENGTH INDICATING ASSOCIATED PHASE. D. BUILDING CONDUCTORS SHALL BE THWN/THHN. CONDUCTORS IN UNDERGROUND CONDUIT OUTSIDE OF BUILDINGS SHALL BE XHHW. E. NUMBERS AT RECEPTACLES AND LIGHT FIXTURES CORRESPOND DIRECTLY WITH PANELBOARD CIRCUIT NUMBERS AS SCHEDULED. BRANCH CIRCUIT WIRING AND HOMERUNS ARE NOT SHOWN FOR CLARITY. ACCURATE RECORD DRAWING INFORMATION IS TO BE PROVIDED AT THE PROJECT COMPLETION. TYPICAL THROUGHOUT. REFER TO SPECIFICATIONS FOR MATERIALS AND INSTALLATION REQUIREMENTS. F. REFER TO CONTRACT DOCUMENTS FOR SEQUENCE OF CONSTRUCTION AND PHASING OF THE CONTRACT. G. SWITCHES SHALL BE MOUNTED PER ADA REQUIREMENTS, 46" AFF. UNLESS OTHERWISE NOTED, RECEPTACLES AND TELECOMMUNICATION OUTLETS IN FINISHED AREAS SHALL BE MOUNTED 18" AFF. RECEPTACLES IN UN- FINISHED SPACES SHALL BE MOUNTED AT 46" OR 4" ABOVE WORK SURFACE. COORDINATE RECEPTACLE MOUNTING HEIGHTS WITH MILLWORK LOCATIONS, ARCHITECTURAL ELEVATIONS, AND MASONRY COURSING. H. CRITICAL DEVICES / EQUIPMENT, INCLUDING TELEPHONE, COMPUTER, SECURITY, AND FIRE ALARM, AFFECT ASSOCIATED SYSTEMS BUILDING- WIDE. THESE SYSTEMS MUST REMAIN OPERATIONAL DURING THE CONSTRUCTION. INDIVIDUAL DEVICES MAY BE DISCONNECTED AND/OR RECONNECTED DURING CONSTRUCTION. COORDINATE POWER OUTAGES WITH OWNER. PROVIDE TEMPORARY PANEL(S) AND/OR CIRCUIT(S) AS/IF NECESSARY TO MAINTAIN CONTINUITY. PROTECT FROM PHYSICAL AND DUST DAMAGE. I. THE BUILDING SHALL MAINTAIN POWER THROUGHOUT THE CONSTRUCTION PROCESS. COORDINATE ENERGIZATION OF NEW EQUIPMENT AND THE CORRESPONDING RECONNECTION OF EXISTING AFFECTED ELECTRICAL DISTRIBUTION EQUIPMENT. J. SEE RELATED PLUMBING AND HVAC DRAWINGS FOR LOCATION OF EQUIPMENT REQUIRING ELECTRICAL CONNECTIONS. COORDINATE INTERCONNECTION REQUIREMENTS WITH EQUIPMENT SHOP DRAWINGS. K. WIRING FOR MISCELLANEOUS HVAC DEVICES AND CONTROLLERS SUCH AS DAMPER MOTORS, THERMOSTATS, DUCT SMOKE DETECTORS, FREEZESTATS, DIFFERENTIAL PRESSURE SWITCHES, OCCUPIED AND UNOCCUPIED SELECTOR SWITCHES, ALARM LIGHTS, ETC., NOT SHOWN ON ELECTRICAL DRAWINGS IS DIVISION 23 WORK. L. FIELD VERIFY EXISTING CONDITIONS. DISCREPANCIES BETWEEN THE DRAWING AND ACTUAL FIELD CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO BIDS. M. MAINTAIN EXISTING CIRCUIT CONTINUITY ON ALL SYSTEMS ON THE SITE THAT ARE EXISTING TO REMAIN. N. PROVIDE ALL CONDUIT HOMERUNS AS 3/4"C. MIN. O. COORDINATE ALL WORK WITH OTHER CONTRACTORS AND OWNER. P. ALL CUTTING AND PATCHING FOR DIV. 26 WORK SHALL BE UNDER SUPERVISION AND APPROVAL OF ARCHITECT. Q. REMOVE AND/OR REINSTALL ELECTRICAL DEVICES IN ALL AREAS OF WORK AS REQUIRED AND REPLACE ANY ELECTRICAL DEVICES DAMAGED BY WORK. NOT ALL DEVICES MAY BE SHOWN ON DRAWINGS. R. PROVIDE ALL BOXES, FITTINGS, CONDUIT, WIRING, TERMINATIONS, EQUIPMENT, ETC, FOR A COMPLETE INSTALLATION. S. BRANCH 20A CIRCUIT CONDUCTORS SHOULD BE SIZED AS FOLLOWS: GENERAL ELECTRICAL NOTES 120V CCT LENGTH 277V CCT LENGTH AWG < 75' < 130' 12 75' - 120' 130' - 215' 10 120' - 200' 215' - 330' 8 ELECTRICAL DRAWINGS F E D C B A 1 2 3 4 5 6 7 8 E MN Check: Drawn: Date: Comm: License Number: 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 under the laws of the State of Scale: Date 8/7/2023 12:34:53 PMBIM 360://222064 - Glacial Valley Park Building/222064 Glacial Valley Park Building_Elec_Bim 360.rvtAs indicatedCentral: BIM 360://222064 - Glacial Valley Park Building/222064 Glacial Valley Park Building_Elec_Bim 360.rvtCITY OF COTTAGE GROVE GLACIAL VALLEY PARK BUILDING E0.00 ELECTRICAL SYMBOLS AND ABBREVIATIONS 8635 W POINT DOUGLAS RD S COTTAGE GROVE, MN 55016 9900 RAVINE PKWY S COTTAGE GROVE, MN 55016 222064 S MCNAMARA D PETERSON 11/8/22 222064 MINNESOTA 11/8/22 BRADLEY R. JOHANNSEN 43936 PROFESSIONAL ENGINEER E0.00 ELECTRICAL SYMBOLS AND ABBREVIATIONS E0.01 ELECTRICAL SITE PLAN E1.00 LIGHTING / POWER & SYSTEMS PLANS E2.00 ROOF PLAN - SOLAR PANEL E2.01 ROOF PLAN - ELECTRICAL E3.00 MOTOR AND LUMINAIRE SCHEDULE Revisions Description Date Num PR#6 8/7/2023 1 1 GENERAL SHEET NOTES - LIGHTING KEYED SHEET NOTES 3L OS L OS L OS DDDDD D DD3L OS L OS L OS L OS L OS L OS L OS L OS L OS L OS OS3D 3DDABGFIAB GFI AB GFI ABGFIABGFIABGFIAB GFI ABGFIEWC48" AB GFI 48"48"48"48"48"48"ABGFIABGFIWP WPWPAB GFI 36"SS SSSSSS S S SS S CRK S CRK S CRK WAP WAP SCRKSCRK JJJ84"84"JJ FB2 J FB2 J FB2 J FB2 JJFS F F F F F F F F F F F FFFFACPFFS F TS F TS F TS F FL48" JJ J JJ JJ J F WPFSDFSDJ S CRK SCRK SCRK SCRKSCRKSCRKSCRK SCRK48" 48"JGENERAL SHEET NOTES - POWER A. SOME NOTES MAY NOT APPLY TO THIS SHEET. B. ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR WIRING ALL ELECTRICAL ITEMS SHOWN ON THIS DRAWING. C. ALL RECESSED LIGHTING FIXTURES IN LAY-IN CEILINGS SHALL BE INSTALLED WITH 6' LONG FLEXIBLE METAL CONDUIT. D. ALL MOUNTING HEIGHTS FOR LIGHTING FIXTURES ARE TO THE BOTTOM OF THE FIXTURES UNLESS INDICATED OTHERWISE. E. SEE ARCHITECTURAL EXTERIOR ELEVATIONS FOR MOUNTING HEIGHTS OF EXTERIOR LIGHTING FIXTURES. F. CIRCUIT WIRING IS NOT SHOWN EXCEPT FOR SWITCHING INTENT OF FIXTURES AND CONTROL OF DEVICES. G. PROVIDE PROPER NUMBER OF CONDUCTORS TO ACHIEVE CIRCUITING AND SWITCHING SHOWN. H. CIRCUIT NUMBERS AT DEVICES CIRCUIT NUMBERS SHOWN ARE FOR SCHEMATIC PURPOSES AND ARE FOR DISTINGUISHING CIRCUITS. RECORD AS-BUILT CIRCUITING IN A TYPED AND DATED PANELBOARD SCHEDULE. BRANCH CIRCUITS SHALL BE SIZED ACCORDING TO THE CIRCUIT BREAKER RATING, UNLESS INDICATED OTHERWISE ON THE ELECTRICAL EQUIPMENT SCHEDULE. I. SEE BRANCH CIRCUIT CONDUCTOR SIZING SCHEDULE ON SHEET E0.00. J. ALL OCCUPANCY SENSORS SHALL HAVE AUXILIARY CONTACTS OR ADDITIONAL DEVICES TO ENABLE HVAC INTERFACE. NORMAL OPERATING LIGHT FIXTURE. FEED FIXTURE USING EXISTING LIGHTING CIRCUITRY FROM NORMAL PANEL. A NL rl-1ab FIXTURE TYPE FIXTURE NOTES RELAY #/ PANEL CIRCUIT # SWITCHING SCHEME SWITCHED EMERGENCY LIGHT. FEED FIXTURE FROM EMERGENCY PANEL xx-x VIA EMERGENCY RELAY AS INDICATED ON PLAN. UNSWITCHED EMERGENCY LIGHT (NIGHT LIGHT). FEED FIXTURE FROM UNSWITCHED CIRCUIT IN EMERGENCY PANEL EHH1. 1. MAXIMUM ALLOWABLE WATTAGE FOR A LIGHTING CIRCUIT WILL NOT EXCEED 3500 (277V) OR 1600 (120V) WATTS. 2. REFER TO DIVISION 23 SPECIFICATIONS FOR MORE INFORMATION ON BAS LIGHTING CONTROLS. EMERGENCY LIGHTING UNIT AND EXIT LIGHT. FEED FROM UNSWITCHED CIRCUIT IN EMERGENCY PANEL xx-x. 1. PROVIDE 120V CONNECTION WITH JUNCTION BOX AND 1/2" CONDUIT TO FIRE PIT. TIMER SWITCH AND EPO BY DIV 23. 2. PROVIDE 3/4" CONDUIT WITH PULL STRING FROM JUNCTION BOX TO NEAREST ACCESSIBLE CEILING SPACE. 3. RPOVIDE 3/4" CONDUIT WITH PULL STRING BETWEEN JUNCTION BOXES. 4. PROVIDE BATTERY BACK UP, BATTERY SHALL BE MOUNTED IN THE VESTIBULE, ABOVE CEILING. 5. PROVIDE SINGLE GANG JUNCTION BOX FOR MOTORIZED SCREEN CONTROL AT SWITCH HIGHT, PROVIDE 2ND JUNCTION BOX AT 96" WITH BLANK COVER PLATE. PROVIDE 1/2 CONDUIT WITH PULL STRING BETWEEN JUNCTION BOXES. 6. PROVIDE RECEPTACLE FOR MOTORIZED SCREEN, REFER TO ARCHITECTURAL DETAILS FOR MOUNTING HEIGHT. INSTALL RECEPTACLE PER MANUFACTURES RECOMMENDATIONS. 7. PROVIDE TWO JUCTION BOXES AND 120V CONNECTION AT ONE FOR ELECTRIC PLUMBING CONNECTIONS. LOW VOLTAGE PLUMBING DEVICES BY DIV 22. 8. PROVIDE JUCTION BOX AND 120V CONNECTION FOR HEAT TRACE, HEAT TRACE BY DIV 22. 9. PROVIDE 120V CONNECTION FOR CO DETECTION SYSTEM, CO SYSTEM BY DIV 23. COORDINATE LOCATION WITH DIV 23. 10. PROVIDE 90 MINUTE BATTERY BACK UP, BATTERY SHALL BE INSTALLED IN THE VESTIBULE. 11. MOUNT BATTERY PACK FOR D1 FIXTURES ABOVE ACCESSIBLE CEILING SPACE. 12. MOUNT BATTERY PACK FOR D1 FIXTURES ABOVE ACCESSIBLE CEILING PANEL. 13. PROVIDE POWER FOR A/V EQUIPMENT, COORDINATE LOCATION WITH CITY VENDOR (AVI). 14. PROVIDE JUNCTION BOX AND CONDUIT WITH PULL STRING BACK TO NEAREST ACCESSIBLE CEILING FOR CARD ACCESS (BY OWNER). 15. PROVIDE JUNCTION BOX AND CONDUIT WITH PULL STRING BACK TO NEAREST ACCESSIBLE CEILING FOR SECURITY CAMERA (BY OWNER) 16. ROUTE DATA CONDUIT FROM FLOOR BOX BACK TO ELECTRICAL ROOM, INCLUDE PULL STRING. 17. PROVIDE STUB OUT FOR FIBER, INCLUDE PULL STRING AND CAPS, TAG FOR FIBER. 18. PROVIDE DEDICATED RECEPTACLE FOR OWNERS PATCH PANEL. COORDINATE LOCATION PRIOR TO INSTALLATION. 19. PROVIDE DEDICATED RECEPTACLE FOR OWNERS HEAD END EQUIPMENT, COORDINATE LOCATION PRIOR TO INSTALLATION. 20. PROVIDE JUNCTION BOX AND CONDUIT WITH PULL STRING BACK TO NEAREST ACCESSIBLE CEILING FOR WIRELESS ACCESS POINT. 21. PROVIDE 1/2" CONDUIT STUBBED FROM AED BASE TO INTERIOR ACCESSIBLE WALL SPACE. ROUTE BACK TO ELECTRICAL PANEL. TOILET 106 MECHANICAL / JAN SUPPLY 105 PARKS STORAGE 108 KITCHENETTE 107A ELECTRICAL 109 CLASSROOM / PROGRAMS 107 LOBBY / WARMING 101TOILET 103 TOILET 104 N. VEST 102 KITCHENETTE / SERVING 111 STORAGE 112 S. VEST 100 MULTIPURPOSE 110 F F F F F F F F F F A F F F F D D D D D D D D D D1 D1DDDDDD A A A A A A A A A A AAA DDDDDDD1 D1 D1 B B B F EM AA C C CC C C C C C C C C C C C C E EM CC C C CC E EM E EM EM E EM E CCCCCC C C C C C C CCCCCC C C C C C C AA C C C C C C C C C CCCCCCC C C C C C C C CC 1 QPNMLKJHG FEDCBA 2 3 4 CC LP1/39 LP1/41 C LP1/14 D LP1/4 D LP1/4 C LP1/12 A LP1/10 A LP1/10 A LP1/10 B P1/41 D/B LP1/41 D/B LP1/41 F LP1/2 F LP1/39 C LP1/8 D LP1/6 D LP1/6 LP1 LP1/49 LP1/53 EM EM A A B B C D D D E F F F G G A 10 10 10 10 10 D D D D D LP1/6 D1 LP1/6 D1 LP1/4 11 12 1 1 1 1 3 FC-4 B-1 P-1P-2 P-5 WH-1 FC-3 CF-4 CF-3 CUH-2 CF-1 CF-2 CUH-1UH-1 LP1 EF-3 (ROOF) EF-1 (ROOF) EF-2 (ROOF) CLASSROOM / PROGRAMS 107 ELECTRICAL 109 KITCHENETTE 107A PARKS STORAGE 108 TOILET 104 TOILET 103 MECHANICAL / JAN SUPPLY 105 LOBBY / WARMING 101 S. VEST 100 N. VEST 102TOILET 106 MULTIPURPOSE 110 KITCHENETTE / SERVING 111 STORAGE 112 1 QPNMLKJHG FEDCBA 2 3 4 LP1/35 LP1/11 LP1/11 LP1/11 LP1/11 LP1/1 LP1/1 LP1/1 LP1/1 LP1/1 LP1/3 LP1/5 LP1/9 LP1/7 LP1/13 LP1/13 LP1/13 LP1/13 LP1/13 LP1/15 LP1/15 LP1/15 LP1/15 LP1/15 LP1/31 LP1/15 LP1/17 LP1/31 LP1/31 LP1/31 LP1/31 LP1/31 LP1/31 LP1/33 LP1/21LP1/19 LP1/25 LP1/27LP1/29 LP1/23 LP1/17 LP1/17 LP1/17 LP1/37 2 2 1 TO FIRE PIT FC-1 LP1/24,26,28 LP1/31 LP1/31 LP1/12 LP1/32,34,36 LP1/8 LP1/75 LP1/57,59,61 LP1/63,65,67 LP1/10 LP1/2 LP1/38,40,42 LP1/4 LP1/16 LP1/13 LP1/13 LP1/14 LP1/6 LP1/83 LP1/83 LP1/81 LP1/81 LP1/77 LP1/77 LP1/79 LP1/79 LP1/81LP1/44 LP1/44 LP1/44 6 66 P-9 P-7 P-6 P-8 LP1/58 LP1/54 LP1/52 LP1/56 LP1/88 7 7 7 9 LP1/13 FC-2 LP1/30 P-10 LP1/60,62,64 3 2 13 13 LP1/44 LP1/44 LP1/44 1 1 1 1 14 15 16 2015 16 14 14 14 15 14 15 14 15 15 15 14 14 14 14 14 15 14 16 15 20 16 14 17 18 15 15 15 19 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 22 2 2 2 22 LP1/68P-11 3 LP1/70 21 4 5 A. SOME NOTES MAY NOT APPLY TO THIS SHEETS. B. ALL BOXES, CONDUIT AND WIRING TO BE CONCEALED. NO EXPOSED BOXES, CONDUIT AND WIRING SHALL BE ALLOWED UNLESS NOTED OTHERWISE. C. COORDINATE DEVICE LOCATIONS WITH OTHER TRADES INCLUDING HVAC EQUIPMENT, DUCTWORK, SPRINKLER PIPING AND BUILDING STRUCTURAL MEMBERS. D. NO MULTI-BRANCH CIRCUIT ALLOWED. PROVIDE A SEPARATE NEUTRAL WITH EACH CIRCUIT. E. VERIFY LOCATIONS AND ROUGH-IN REQUIREMENTS OF ALL OWNER FURNISHED EQUIPMENT PRIOR TO ROUGH-IN. F. CIRCUIT WIRING IS NOT SHOWN EXCEPT FOR SWITCHING INTENT OF FIXTURES AND CONTROL OF DEVICES. G. GFCI RECEPTACLES SHALL BE WIRED TO PROTECT ONLY THE DEVICES IN THAT OUTLET BOX. DOWNSTREAM DEVICES SHALL NOT BE PROTECTED BY GFCI. H. CIRCUIT NUMBERS SHOWN ARE FOR SCHEMATIC PURPOSES AND ARE FOR DISTINGUISHING CIRCUITS. RECORD AS-BUILT CIRCUITING IN A TYPED AND DATED PANELBOARD SCHEDULE. I. PROVIDE SEPARATED CONDUITS FOR ALL EMERGENCY CIRCUITS, DO NOT COMBINE WITH NORMAL BUILDING WIRING. J. COORDINATE HEIGHTS OF ALL DEVICES WITH MILLWORK AND MODULAR FURNITURE SHOP DRAWINGS PRIOR TO ROUGH-IN. K. OFFSET BACK TO BACK BOXES AT LEAST 12 INCHES EXCEPT IN RESIDENT ROOMS WHERE PUTTY-PADS SHALL BE PROVIDED (3M MPP+ OR EQUIVALENT). L. ALL RECEPTACLES TO BE TAMPER RESISTANT. M. SEE BRANCH CIRCUIT CONDUCTOR SIZING SCHEDULE ON SHEET E0.00 N. SEE MOTOR AND EQUIPMENT SCHEDULE ON SHEET E2.00. O. REFER TO MECHANICAL SHEETS FOR EXACT MOTOR LOCATIONS. GRADE CONNECTION CABINATE AND METER EXISTING UTILITY TRANSFORMER FROM UTILITY ELECTRICAL ROOM M LP1 208/120V 3P 4W 400A MCB RISER NOTE: 1. PANELBOARD SHALL BE SQUARED NQ OR APPROVED EQUAL. 3 PHASE FEEDER SCHEDULE (COPPER) FEEDER 3W FEEDER 4W ID (NO NEUTRAL)(WITH NEUTRAL) (AMPS)CONDUIT-PHASE-GROUND CONDUIT-PHASE-GROUND 20A (1) 1/2"C, 3#12+1#12G (1) 1/2"C, 4#12+1#12G 30A (1) 3/4"C, 3#10+1#10G (1) 3/4"C, 4#10+1#10G 40A (1) 3/4"C, 3#8+1#10G (1) 3/4"C, 4#8+1#10G 50A (1) 1"C, 3#6+1#10G (1) 1"C, 4#6+1#10G 60A (1) 1.25"C, 3#4+1#8G (1) 1.25"C, 4#4+1#8G 80A (1) 1.25"C, 3#3+1#8G (1) 1.25"C, 4#3+1#8G 100A (1) 1.5"C, 3#1+1#6G (1) 1.5"C, 4#1+1#6G 125A (1) 1.5"C, 3#1+1#6G (1) 1.5"C, 4#1+1#6G 150A (1) 1.5"C, 3#1/0+1#6G (1) 1.5"C, 4#1/0+1#6G 175A (1) 1.5"C, 3#2/0+1#6G (1) 2"C, 4#2/0+1#6G 200A (1) 2"C, 3#3/0+1#6G (1) 2"C, 4#3/0+1#6G 225A (1) 2"C, 3#4/0+1#4G (1) 2.5"C, 4#4/0+1#4G 250A (1) 2"C, 3#250+1#4G (1) 2.5"C, 4#250+1#4G 300A (1) 2.5"C, 3#350+1#4G (1) 3"C, 4#350+1#4G 400A (2) 2"C, 3#3/0+1#3G (2) 2"C, 4#3/0+1#3G 500A (2) 2"C, 3#250+1#2G (2) 2.5"C, 4#250+1#2G 600A (2) 2.5"C, 3#350+1#1G (2) 3"C, 4#350+1#1G 800A (3) 2.5"C, 3#300+1#1/0G (3) 2.5"C, 4#300+1#1/0G 1000A (3) 3"C, 3#400+1#2/0G (3) 3"C, 4#400+1#2/0G 1200A (4) 3"C, 3#350+1#3/0G (4) 3"C, 4#350+1#3/0G 1600A (5) 3"C, 3#400+1#4/0G (5) 3"C, 4#400+1#4/0G 2000A (6) 3"C, 3#400+1#250G (6) 3"C, 4#400+1#250G 2500A (7) 3"C, 3#500+1#350G (7) 3"C, 4#500+1#350G 3000A (8) 3"C, 3#500+1#400G (8) 3.5"C, 4#500+1#400G GENERAL NOTES: A. THE ABOVE FEEDER SCHEDULE IS A SCHEDULE OF TYPICAL FEEDERS AND SOME SIZES MAY NOT BE UTILIZED. B. CONDUCTOR AMPACITIES ARE BASED ON TABLE 310-15 OF THE NEC FOR COPPER CONDUCTOR AT 60 DEG C FOR 100A AND BELOW. AMPACITIES ARE BASED ON 75 DEG C FOR 125A AND ABOVE. C. FEEDER SIZES SHOWN ON THE RISER DIAGRAM INDICATE FEEDER AMPACITIES AND DO NOT NECESSARILY CORRESPOND TO CIRCUIT BREAKER AMPACITIES. CERTAIN FEEDERS MAY BE SIZED FOR THE DURATION FACTORS REQUIRED BY CODE AND/OR ARE OVERSIZED FOR VOLTAGE DROP. D. WHERE PARALLEL CONDUITS ARE INDICATED FOR A SINGLE FEEDER, EACH CONDUIT SHALL CONTAIN PHASE, NEUTRAL, AND GROUND CONDUCTORS INDICATED. E. CONDUIT ABOVE GRADE INDOORS SHALL BE EMT. CONDUIT ABOVE GRADE OUTDOORS SHALL BE GALVANIZED IMC OR RMC. F. EMT USED FOR PURPOSES OF SIZING CONDUIT. CONTRACTOR TO UPSIZE CONDUIT IF DIFFERENT THAN EMT. MARK WALL SWITCH #LEGS GENERAL NOTES: A. SCHEMES ARE SCHEMATIC. PROVIDE WIRING AND COMPONENTS AS REQUIRED. B. PROVIDE MULTIPLE SWITCH LOCATIONS (3-WAY SWITCHING) IF INDICATED ON PLANS. C. INTERCONNECT ALL SENSORS IF MULTIPLE SENSORS ARE SHOWN WITHIN SAME ROOM, UNLESS INDICATED OTHERWISE. D. PROVIDE EMERGENCY RELAYS AS INDICATED ON PLANS. E. ALL OCCUPANCY SENSORS SHALL HAVE AUXILIARY CONTACTS OR ADDITIONAL DEVICES TO ENABLE HVAC INTERFACE. LIGHTING CONTROLS SCHEDULE OCC SENSOR LOCATION MANUAL /AUTO DAY LIGHT 2 MANUAL WALL DIMMING X X AUTO NONE AUTO NONE MANUAL A B C D E F G 1 1 NONE 1 NONE CEILING CEILING CEILING MANUAL MANUAL INTENDED LOCATIONS OF USE NONE MANUAL1ELECTRICAL/MECHANICAL ROOMS LOBBY/VEST PARKS STORAGE RESTROOMS STORAGE KITCHENETTE MULTIPURPOSE/CLASSROOM F E D C B A 1 2 3 4 5 6 7 8 E MN NorthCheck: Drawn: Date: Comm: License Number: 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 under the laws of the State of Scale: Date 8/7/2023 12:34:54 PMBIM 360://222064 - Glacial Valley Park Building/222064 Glacial Valley Park Building_Elec_Bim 360.rvtAs indicatedCentral: BIM 360://222064 - Glacial Valley Park Building/222064 Glacial Valley Park Building_Elec_Bim 360.rvtCITY OF COTTAGE GROVE GLACIAL VALLEY PARK BUILDING E1.00 LIGHTING / POWER & SYSTEMS PLANS 8635 W POINT DOUGLAS RD S COTTAGE GROVE, MN 55016 9900 RAVINE PKWY S COTTAGE GROVE, MN 55016 222064 S MCNAMARA D PETERSON 11/8/22 222064 MINNESOTA 11/8/22 BRADLEY R. JOHANNSEN 43936 PROFESSIONAL ENGINEER 1/8" = 1'-0" LIGHTING PLANF1 1/8" = 1'-0" POWER & SYSTEMS PLANF4 NOTES: Load Types (LT): COOL - Summer Cooling, ELEV- Elevator, EQ - Equipment, EX -Existing, GND - Grounding, HEAT - Winter Heating, KTCH- Kitchen, L MTR - Largest Motor, LTG -Lighting, MTR - Motor, RCPT - Receptacle Breaker Types (BT): AF = Arc Fault, GF = Ground Fault Circuit Interrupt, GE = Ground Fault Equipment Protection (30mA), SH = Shunt Trip, EX = Existing, NX = New Breaker For Existing Panel, M = Metered EST. DEMAND CURRENT:239 A RCPT 9900 VA 100.00% 9900 VA CONNECTED CURRENT:225 A Other 0 VA 0.00% 0 VA ESTIMATED DEMAND:86035 VA MTR 64703 VA 105.14% 68027 VA CONNECTED LOAD:81080 VA LTG 7062 VA 125.00% 8828 VA LOAD CLASSIFICATION CONNECTED DEMAND ESTIMATED PANEL TOTALS TOTAL AMPS:251 A 200 A 233 A TOTAL LOAD:30 kVA 24 kVA 27 kVA 83 STORAGE 112 Other... 20 A 1 0.4 0.0 1 20 A -- SPARE 84 81 MULTIPURPOSE 110 Other 20 A 1 0.0 0.0 1 20 A -- SPARE 82 79 FLOORBOX 110 RCPT 20 A 1 0.0 0.0 1 20 A -- SPARE 80 77 FLOORBOX 107 RCPT 20 A 1 0.0 0.0 1 20 A -- SPARE 78 75 P-5 MTR 15 A 1 1.2 0.0 1 20 A -- SPARE 76 73 SPARE -- 20 A 1 0.0 2.9 -- -- -- -- -- 74 71 -- -- -- -- -- 1.4 2.9 2 40 A MTR CU-3 72 69 CU-2 MTR 20 A 2 1.4 0.0 1 20 A Other AED 70 67 -- -- -- -- -- 2.0 0.1 1 20 A MTR CONDENSATE PUMP 68 65 -- -- -- -- -- 2.0 0.0 1 20 A -- MONUMENT LIGHTS 66 63 P-2 MTR 30 A 3 2.0 0.3 -- -- -- -- -- 64 61 -- -- -- -- -- 2.0 0.3 -- -- -- -- -- 62 59 -- -- -- -- -- 2.0 0.3 3 30 A MTR P-10 60 57 P-1 MTR 30 A 3 2.0 0.5 1 15 A MTR P-9 58 55 LOBBY 101 LTG 20 A 1 1.8 1.2 1 15 A MTR P-8 56 53 MULTIPURPOSE 110 LTG 20 A 1 1.7 1.2 1 15 A MTR P-7 54 51 KITCH/STOR/MULTI... LTG 20 A 1 0.5 1.2 1 15 A MTR P-6 52 49 CLASSROOM 107 LTG 20 A 1 1.7 4.4 -- -- -- -- -- 50 47 S. VEST/S. EXTERIOR LTG 20 A 1 0.2 4.4 -- -- -- -- -- 48 45 N. VEST/N. EXTERIOR LTG 20 A 1 0.2 4.4 3 60 A MTR CU-4 46 43 MECHANICAL 105 LTG 20 A 1 0.2 1.3 1 20 A Other... MULTIPURPOSE 110 44 41 TOILET/KITCH 107A LTG 20 A 1 0.3 0.8 -- -- -- -- -- 42 39 STORAGE 108/ ELEC 109 LTG 20 A 1 0.4 0.8 -- -- -- -- -- 40 37 EXTERIOR RCPT 20 A 1 0.2 0.8 3 30 A MTR FC-4 38 35 EXTERIOR RCPT 20 A 1 0.2 0.6 -- -- -- -- -- 36 33 EXTERIOR RCPT 20 A 1 0.2 0.6 -- -- -- -- -- 34 31 MULTI 110/STOR 112 MTR;... 20 A 1 1.3 0.6 3 30 A MTR FC-3 32 29 KITCHENETTE 111 RCPT 20 A 1 0.2 0.9 1 15 A MTR FC-2 30 27 KITCHENETTE 111 RCPT 20 A 1 0.2 0.8 -- -- -- -- -- 28 25 KITCHENETTE 111 RCPT 20 A 1 0.2 0.8 -- -- -- -- -- 26 23 KITCHENETTE 111 RCPT 20 A 1 0.2 0.8 3 30 A MTR FC-1 24 21 KITCHENETTE 111 RCPT 20 A 1 0.2 4.4 -- -- -- -- -- 22 19 KITCHENETTE 111 RCPT 20 A 1 0.2 4.4 -- -- -- -- -- 20 17 RESTROOMS/MECH 105 RCPT 20 A 1 0.7 4.4 3 60 A MTR CU-1 18 15 LOBBY 101/N&S VEST RCPT 20 A 1 1.1 0.7 1 15 A MTR UH-1 16 13 CLASSROOM 107 MTR;... 20 A 1 1.1 0.5 1 15 A MTR CUH-2 14 11 ELEC 109/CLASS 107 RCPT 20 A 1 0.7 0.5 1 15 A MTR CUH-1 12 9 KITCHENETTE 107A RCPT 20 A 1 0.2 0.1 1 15 A MTR B-1 10 7 KITCHENETTE 107A RCPT 20 A 1 0.2 0.2 1 15 A MTR;... WH-1 8 5 KITCHENETTE 107A RCPT 20 A 1 0.2 0.7 1 15 A MTR EF-3 6 3 KITCHENETTE 107A RCPT 20 A 1 0.2 0.7 1 15 A MTR EF-2 4 1 PARKS STORAGE 108 RCPT 20 A 1 0.9 0.7 1 15 A MTR EF-1 2 # BT LOAD DESCRIPTION LT BKR P A B C P BKR LT LOAD DESCRIPTION BT # FED FROM: BUS AMPS: MAINS AMPS:400A MAINS TYPE:SPECIAL: MOUNTING:SURFACE A.F.C....SEE SHORT CIRCUIT STUDY LOCATION:ELECTRICAL 109 VOLTAGE:208Y/120 V. 3 ø 4 W. PANELBOARD: LP1 N.T.S. RISER DIAGRAMB1 Revisions Description Date Num ADD #1 11/28/2022 1 PR#1 3/17/2023 2 PR#4 7/12/2023 3 PR#5 7/12/2023 4 PR#6 8/7/2023 5 1 1 1 1 2 3 4 4 5 5 5 KEYED SHEET NOTES GENERAL SHEET NOTES - POWER CU-3 CU-4 CU-2 CU-1 LP1/18,20,22 LP1/46,48,50 LP1/69,71 LP1/72,74 1. NOTE A. ALL BOXES, CONDUIT AND WIRING TO BE CONCEALED. NO EXPOSED BOXES, CONDUIT AND WIRING SHALL BE ALLOWED UNLESS NOTED OTHERWISE. B. NO MULTI-BRANCH CIRCUIT ALLOWED. PROVIDE A SEPARATE NEUTRAL WITH EACH CIRCUIT. C. PROVIDE SEPARATED CONDUITS FOR ALL EMERGENCY AND EGRESS CIRCUITS. DO NOT COMBINE WITH NORMAL BUILDING WIRING. D. ALL MOUNTING HEIGHTS FOR LIGHTING FIXTURES ARE TO THE BOTTOM OF THE FIXTURES UNLESS INDICATED OTHERWISE. E. SEE BRANCH CIRCUIT CONDUCTOR SIZING SCHEDULE ON SHEET E0.00. F. VERIFY LOCATIONS AND ROUGH-IN REQUIREMENTS OF ALL OWNER FURNISHED EQUIPMENT PRIOR TO ROUGH-IN. G. GFCI RECEPTACLES SHALL BE WIRED TO PROTECT ONLY THE DEVICES IN THAT OUTLET BOX. DOWNSTREAM DEVICES SHALL NOT BE PROTECTED BY GFCI. H. INSTALL DATA/SYSTEMS CONDUIT WITH NO MORE THAN (2) 90° BENDS BETWEEN PULL BOXES, AND NO MORE THAN 100'-0" BETWEEN PULL BOXES. PULL BOXES SHALL BE INSTALLED FOR STRAIGHT THRU PULLS ONLY. I. ALL COMMUNICATIONS CABLES SHALL BE INSTALLED IN CONDUIT, CABLE TRAY, OR SUPPORTED BY J-HOOKS. PROVIDE BUSHINGS AT THE ENDS OF ALL CONDUIT WHERE STUBBED ABOVE ACCESSIBLE CEILINGS OR WHERE DROPPED INTO CABLE TRAY. PROVIDE J-HOOKS ABOVE ACCESSIBLE CEILINGS FOR CABLE INSTALLATION WHERE NOT INSTALLED IN CONDUIT OR CABLE TRAY. F E D C B A 1 2 3 4 5 6 7 8 E MN NorthCheck: Drawn: Date: Comm: License Number: 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 under the laws of the State of Scale: Date 8/7/2023 12:34:55 PMBIM 360://222064 - Glacial Valley Park Building/222064 Glacial Valley Park Building_Elec_Bim 360.rvt1/8" = 1'-0"Central: BIM 360://222064 - Glacial Valley Park Building/222064 Glacial Valley Park Building_Elec_Bim 360.rvtCITY OF COTTAGE GROVE GLACIAL VALLEY PARK BUILDING E2.01 ROOF PLAN - ELECTRICAL 8635 W POINT DOUGLAS RD S COTTAGE GROVE, MN 55016 9900 RAVINE PKWY S COTTAGE GROVE, MN 55016 Checker Author 11/8/22 222064 MINNESOTA 11/8/22 BRADLEY R. JOHANNSEN 43936 PROFESSIONAL ENGINEER Revisions Description Date Num PR#6 8/7/2023 1 1/8" = 1'-0" ROOF PLAN - ELECTRICALE4 1 LUMINAIRE SCHEDULE LETTER LUMINAIRE TYPE LUMENS/WATTS VOLT MOUNTING LENS / LOUVER OTHER REQUIREMENTS MANUF. & SERIES SPARES NOTES A RECESSED 2X4 TROFFER 35W, LED, 80 CRI, 3500K, 4000 LUMENS MVOLT RECESSED (GRID)MATTE WHITE ENAMEL FINISH 0-10V DIMMING LITHONIA: ENVEX SERIES METALUX: 24ID SERIES VISCOR: OCRV SERIES SPITZER: EDGE SERIES B RECESSED 1X4 TROFFER 16W, LED, 80 CRI, 3500K, 2000 LUMENS MVOLT RECESSED (GRID) MATTE WHITE ENAMEL FINISH 0-10V DIMMING LITHONIA: ENVEX SERIES METALUX: 14ID SERIES VISCOR: OCRV SERIES SPITZER: EDGE SERIES C 4' LINEAR LED 18W, LED, 80 CRI, 3500K, 1000 LMF MVOLT AIR CRAFT CABLE SUSPENDED EXTRUDED ACRYLIC 0-10V DIMMING MARK LIGHTING: SL4ID SERIES AXIS LIGHTING: BEAM 3 SERIES STARTEK: BEAMDI SERIES LUX: EOS 3.0 SERIES D 6'' ROUND LED DOWNLIGHT LED, 80 CRI, 3500K, 1500 LUMENS MVOLT RECESSED (GRID) SEMI-SPECULAR CLEAR 0-10V DIMMING GOTHAM: EVO SERIES HALO COMM: HC6 SERIES LIGHTOLIER: 6RN SERIES PRESCOLITE: LFR-6RD SERIES D1 6'' ROUND LED DOWNLIGHT LED, 80 CRI, 3500K, 4000 LUMENS MVOLT RECESSED (GRID) SEMI-SPECULAR CLEAR 0-10V DIMMING, REMOTE BATTERY BACKUP GOTHAM: EVO SERIES HALO COMM: HC6 SERIES LIGHTOLIER: 6RN SERIES PRESCOLITE: LFR-6RD SERIES E EXIT SIGN LED, <5W MVOLT CEILING MOUNTED HIGH IMPACT ACRYLIC PANEL GREEN LETTERS LITHONIA: EDGR SERIES SURE-LITES: EUX7 SERIES ABB (EMERGI-LITE): PN SERIES COMPASS: CEL SERIES EM EMERGENCY WALL PACK LED MVOLT WALL MOUNTED SELF DIAGNOSTICS, BLACK LITHONIA: AFF SERIES SURE-LITES: SELD SERIES ABB (EMERGI-LITE): SD SERIES COMPASS: CUW SERIES F 4' INDUSTRIAL STRIP 41W, LED, 80 CRI, 3500K, 5300 LUMENS MVOLT AIR CRAFT CABLE SUSPENDED SEMI-FROST LENS- NARROW 0-10V DIMMING LITHONIA: ZL1N SERIES METALUX: SNLED SERIES DAYBRITE: SDS SERIES COLUMBIA: CSL4 SERIES AA WALL PACK 27W, LED, 80CRI, 4000K, 3500 LUMENS MVOLT WALL MOUNTED FULL CUTOFF COLD WEATHER BATTERY PACK LITHONIA: WDGE2LED SERIES LUMARK: AXCS3A SERIES BROWNLEE: 7037 SERIES SPITZER: WPFP SERIES BB FLOOD LIGHT 21W, LED, 4000K, 2500 LUMENS MVOLT KNUCKLE MOUNTED ON CONCRETE BASE HORIZONTAL MEDIUM FLOOD BLACK LITHONIA: D-SERIES GARDOCO: CSFS SERIES KIM: KFL SERIES LUMINAIRE SCHEDULE GENERAL NOTES A. ALL DIMMABLE LUMINIARES SHALL BE CAPABLE OF DIMMING TO 1%. LUMINAIRE SCHEDULE NUMBERED NOTES 1. SEE PLAN FOR FIXTURE LENGTH. 2. PROVIDE (20) SPARE DRIVERS. 3. PROVIDE (5) SPARE DRIVERS. MOTOR SCHEDULE LOAD INFORMATION CONDUIT WIRE QUANTITY AND SIZE WIRE TYPE STARTER DISCONNECT CTRL'S NOTES MTR MTR DESCRIPTION LOC LOAD UNIT VOLTAGE PANEL SET(S)SIZE TYPE P+N PHASE NEUT GND TYPE INSUL SUPPLIED INSTALLED SIZE LOC SUPPLIED INSTALLED TYPE TYPE LOC BY B-1 BOILER MECHANICAL/JAN SUPPLY 105 0.5 FLA 120/1 1 3/4" EMT 2 12 AWG 12 AWG 12 AWG CU THHN ELEC ELEC MTR ELEC ELEC MMS 15A MTR MECH B-1 EF-1 EXHAUST FAN ROOF 1/4 HP 120/1 1 3/4" EMT 2 12 AWG 12 AWG 12 AWG CU THHN ELEC ELEC MTR ELEC ELEC MMS 15A MTR MECH EF-1 EF-2 EXHAUST FAN ROOF 1/4 HP 120/1 1 3/4" EMT 2 12 AWG 12 AWG 12 AWG CU THHN ELEC ELEC MTR ELEC ELEC MMS 15A MTR MECH EF-2 EF-3 EXHAUST FAN ROOF 1/4 HP 120/1 1 3/4" EMT 2 12 AWG 12 AWG 12 AWG CU THHN ELEC ELEC MTR ELEC ELEC MMS 15A MTR MECH EF-3 WH-1 WATER HEATER MECHANICAL/JAN SUPPLY 105 0.5 FLA 120/1 1 3/4" EMT 2 12 AWG 12 AWG 12 AWG CU THHN ELEC ELEC MTR ELEC ELEC MMS 15A MTR MECH WH-1 CF-1 CEILING FAN MULTIPURPOSE 110 0.022 KVA 120/1 1 3/4" EMT 2 12 AWG 12 AWG 12 AWG CU THHN ELEC ELEC MTR ELEC ELEC MMS 15A MTR MECH CF-1 CF-2 CEILING FAN MULTIPURPOSE 110 0.022 KVA 120/1 1 3/4" EMT 2 12 AWG 12 AWG 12 AWG CU THHN ELEC ELEC MTR ELEC ELEC MMS 15A MTR MECH CF-2 CF-3 CEILING FAN CLASSROOM/PROGRAMS 107 0.022 KVA 120/1 1 3/4" EMT 2 12 AWG 12 AWG 12 AWG CU THHN ELEC ELEC MTR ELEC ELEC MMS 15A MTR MECH CF-3 CF-4 CEILING FAN CLASSROOM/PROGRAMS 107 0.022 KVA 120/1 1 3/4" EMT 2 12 AWG 12 AWG 12 AWG CU THHN ELEC ELEC MTR ELEC ELEC MMS 15A MTR MECH CF-4 UH-1 UNIT HEATER PARKS STORAGE 108 1/4 HP 120/1 1 3/4" EMT 2 12 AWG 12 AWG 12 AWG CU THHN ELEC ELEC MTR ELEC ELEC MMS 15A MTR MECH UH-1 CUH-1 CABINET UNIT HEATER NORTH VESTIBULE 102 1/15 HP 120/1 1 3/4" EMT 2 12 AWG 12 AWG 12 AWG CU THHN ELEC ELEC MTR ELEC ELEC MMS 15A MTR MECH CUH-1 CUH-2 CABINET UNIT HEATER SOUTH VESTIBULE 100 1/15 HP 120/1 1 3/4" EMT 2 12 AWG 12 AWG 12 AWG CU THHN ELEC ELEC MTR ELEC ELEC MMS 15A MTR MECH CUH-2 P-1 PUMP MECHANICAL/JAN SUPPLY 105 5 HP 208/3 1 3/4" EMT 3 12 AWG 12 AWG CU THHN ELEC ELEC SIZE 1 MTR ELEC ELEC FS 30A MTR MECH 1 P-1 P-2 PUMP MECHANICAL/JAN SUPPLY 105 5 HP 208/3 1 3/4" EMT 3 12 AWG 12 AWG CU THHN ELEC ELEC SIZE 1 MTR ELEC ELEC FS 30A MTR MECH 1 P-2 P-5 PUMP MULTIPURPOSE 110 2/5 HP 120/1 1 3/4" EMT 2 12 AWG 12 AWG 12 AWG CU THHN ELEC ELEC MTR ELEC ELEC MMS 15A MTR MECH P-5 P-6 PUMP MULTIPURPOSE 110 2/5 HP 120/1 1 3/4" EMT 2 12 AWG 12 AWG 12 AWG CU THHN ELEC ELEC MTR ELEC ELEC MMS 15A MTR MECH P-6 P-7 PUMP MECHANICAL/JAN SUPPLY 105 2/5 HP 120/1 1 3/4" EMT 2 12 AWG 12 AWG 12 AWG CU THHN ELEC ELEC MTR ELEC ELEC MMS 15A MTR MECH P-7 P-8 PUMP CLASSROOM/PROGRAMS 107 2/5 HP 120/1 1 3/4" EMT 2 12 AWG 12 AWG 12 AWG CU THHN ELEC ELEC MTR ELEC ELEC MMS 15A MTR MECH P-8 P-9 PUMP MECHANICAL/JAN SUPPLY 105 1/8 HP 120/1 1 3/4" EMT 2 12 AWG 12 AWG 12 AWG CU THHN ELEC ELEC MTR ELEC ELEC MMS 15A MTR MECH P-9 P-10 PUMP MECHANICAL/JAN SUPPLY 105 1/2 HP 208/3 1 3/4" EMT 3 12 AWG 12 AWG CU THHN ELEC ELEC SIZE 00 MTR ELEC ELEC FS 30A MTR MECH P-10 FC-1 FAN COIL UNIT STORAGE 112 1 1/2 HP 208/3 1 3/4" EMT 3 12 AWG 12 AWG CU THHN ELEC ELEC SIZE 00 MTR ELEC ELEC FS 30A MTR MECH FC-1 FC-2 FAN COIL UNIT STORAGE 112 1/3 HP 120/1 1 3/4" EMT 2 12 AWG 12 AWG 12 AWG CU THHN ELEC ELEC MTR ELEC ELEC MMS 15A MTR MECH FC-2 FC-3 FAN COIL UNIT MECHANICAL/JAN SUPPLY 105 1 HP 208/3 1 3/4" EMT 3 12 AWG 12 AWG CU THHN ELEC ELEC SIZE 00 MTR ELEC ELEC FS 30A MTR MECH FC-3 FC-4 FAN COIL UNIT KITCHENETTE 107A 1 1/2 HP 208/3 1 3/4" EMT 3 12 AWG 12 AWG CU THHN ELEC ELEC SIZE 00 MTR ELEC ELEC FS 30A MTR MECH FC-4 CU-1 FAN COIL UNIT ROOF 36.9 MCA 208/3 1 3/4" EMT 3 8 AWG 10 AWG CU THHN MFR MFR MTR ELEC ELEC FS 60A MTR MECH CU-1 CU-2 FAN COIL UNIT ROOF 13.2 MCA 208/1 1 3/4" EMT 2 12 AWG 12 AWG CU THHN ELEC ELEC MMS 15A MTR MECH CU-2 CU-3 FAN COIL UNIT ROOF 28.2 MCA 208/1 1 3/4" EMT 2 10 AWG 10 AWG CU THHN ELEC ELEC MMS 30A MTR MECH CU-3 CU-4 FAN COIL UNIT ROOF 36.9 MCA 208/3 1 3/4" EMT 3 8 AWG 10 AWG CU THHN MFR MFR MTR ELEC ELEC FS 60A MTR MECH CU-4 GENERAL NOTES: A. ALL FUSE SIZES/BREAKER TRIPS ARE ESTIMATED. CONTRACTOR TO FIELD VERIFY INSTALLED MOTOR REQUIREMENTS. KEYED NOTES: 1. CONTROLLED THROUGH VFD BY MECH F E D C B A 1 2 3 4 5 6 7 8 E MN NorthCheck: Drawn: Date: Comm: License Number: 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 under the laws of the State of Scale: Date 8/7/2023 12:34:55 PMBIM 360://222064 - Glacial Valley Park Building/222064 Glacial Valley Park Building_Elec_Bim 360.rvt12" = 1'-0"Central: BIM 360://222064 - Glacial Valley Park Building/222064 Glacial Valley Park Building_Elec_Bim 360.rvtCITY OF COTTAGE GROVE GLACIAL VALLEY PARK BUILDING E3.00 MOTOR AND LUMINAIRE SCHEDULE 8635 W POINT DOUGLAS RD S COTTAGE GROVE, MN 55016 9900 RAVINE PKWY S COTTAGE GROVE, MN 55016 222064 S MCNAMARA D PETERSON 11/8/22 222064 MINNESOTA 11/8/22 BRADLEY R. JOHANNSEN 43936 PROFESSIONAL ENGINEER Revisions Description Date Num ADD #1 11/28/2022 1 PR#6 8/7/2023 2 1 1 1 1 1 1 1 1 1 1 1 1 1 2 2 2 Contract Change Order Minneapolis MN 55404 501 South Eighth Street Contract #: 2210103-WS 26-A2210103-02 Cottage Grove Glacial Valley ParkProject: 12800 Ravine Parkway South Cottage Grove, MN 55016 Contract Change Order #: 2 To Contractor : 18955 Forest Boulevard North, P.O. Box 907 Change Order Date: 10/13/23 Forest Lake, MN 55025 Vinco, Inc. PCO Item Description Amount THE CONTRACT IS CHANGED AS FOLLOWS: $1,756.81 Electrical per Wold PR #04. 4 11 Total $1,756.81 The original Contract Sum was . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . The net change by previously authorized Change Orders was . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . The Contract Sum prior to this Change Order was . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . The Contract Sum will be increased by this Change Order . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . The new Contract Sum will be . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . $379,961.80 $381,718.61 $18,836.80 $361,125.00 $1,756.81 NOT VALID UNTIL SIGNED BY THE OWNER, CONSTRUCTION MANAGER, ARCHITECT AND CONTRACTOR DATE: Kraus-Anderson Construction Company 501 South Eighth Street Minneapolis MN 55404 BY (Signature) CONSTRUCTION MANAGER (Firm name) ADDRESS Dan Kjellberg (Typed name) ARCHITECT (Firm name) ADDRESS BY (Signature) DATE: (Typed name) Wold Architects & Engineers Jacob Wollensak Jennifer Levitt Cottage Grove, MN 55016 8635 W. Point Douglas Rd City Of Cottage Grove (Typed name)DATE: (Typed name)DATE: BY (Signature) ADDRESS OWNER (Firm name) BY (Signature) ADDRESS CONTRACTOR (Firm name) Vinco, Inc. Forest Lake, MN 55025 18955 Forest Boulevard North, P.O. Box 907 332 Minnesota Street - Suite W2000 Saint Paul, MN 55101 Page 1 of 1 Vinco Inc.Date :7/14/23 PO BOX 907 Forest Lake, MN 55025 PCO #:11 Project Manager: Matt Rivera PR/SI #4 Description Cost Labor Total 1,215.00$ Materials and Equipment Total 358.02$ Tax on Materials and Equipment Only 26.49$ Self Performed Subtotal 1,573.02$ 10% Overhead and Profit 157.30$ Self Performed Total 1,730.32$ Subcontractors -$ 5% Overhead and Profit on Subs -$ Subcontractor Total -$ TOTAL COST OF CHANGE 1,756.81$ Signature:Matthew Rivera Labor By Task Qty Unit Unit Cost Total Cost Added Raceway and circuitry to P-11 9 HR 135.00$ 1,215.00$ -$ -$ -$ Sub-Total 1,215.00$ Materials and Equipment By Task Qty Unit Unit Cost Total Cost Conduit, Wire, misc material - See Extension Report 358.02$ -$ -$ -$ -$ -$ -$ -$ Sub-Total 358.02$ Sub-Contractor Proposals Total Cost -$ -$ -$ -$ Sub-Total (Attach Sub-Contractor Proposals)-$ CITY OF COTTAGE GROVE - GLACIAL VALLEY PARK BUILDING (10% is the max fee allowed on CO's) Description of Work Notes/Attachments (Auto Fill from Sub-Total Below) (Auto Fill from Sub-Total Below) PROVIDE DETAIL BREAKDOWN BELOW: COST SUMMARY Contractor acknowledges no other Costs assciated with this PCO. Auto Fill from Sub-Total Below (5% is the max allowed on subcontractors) <<< Provide Sales/Use Tax Total 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 A B C D E F G H Item Name Quantity Material Labor Combined $358.02 9.01 12 THHN CU STRANDED 459.35 $65.24 2.30 1/2 EMT CONDUIT 106.51 $79.13 2.65 1/2 EMT CONN S/S 10.65 $2.92 0.54 1/2 EMT COUP S/S 10.65 $3.87 0.40 1/2 EMT 1 HOLE STP/STL 13.31 $1.81 0.50 10 X 1-1/2 COMB PAN HD TAP SCR 13.31 $0.36 0.00 1/4 FLAT STEEL WASHER 13.31 $10.98 0.00 1/4" X 1 3/4 STUD ANCHOR 4.00 $1.18 0.40 1 1/2 KINDORF-B905 2.00 $16.15 0.13 1/2 FLEX STEEL 3.00 $2.83 0.08 1/2 FLEX SQZ CONN DIE CAST 1.00 $2.32 0.08 1/2 FLEX 90 CLAMP DIE CAST CONN 1.00 $3.64 0.11 12 GA TERMINATION 1.00 $0.00 0.13 O/B ORANGE/BLUE 3M WIRE NUT 2.00 $0.18 0.08 30A 600V 3PH N1 NF SW 1.00 $167.40 1.63 $358.02 9.01 Attachments: Wold PR #4 dated 7/12/23 We have reviewed the PCO and acknowledge that it is a “no change” item and does not affect our completion date. Signed By: Date: Company Name: 501 South Eighth Street Minneapolis, MN 55404 Request For Proposal Project: 2210103- PCO #: 11 Cottage Grove Glacial Valley Park 9900 Ravine Parkway South Cottage Grove, MN 55016 Date: 07/13/2023 To: Matt Harder, Kraus-Anderson Construction Company Jennifer Levitt, City Of Cottage Grove Zac Dockter, City Of Cottage Grove Jed Kittleson, American Structural Metals, Inc. TJ Rokke, Architectural Sales Of Minnesota, Inc. Amy Van Stippen, LaForce, LLC Nicole Bolssen, LaForce, LLC Eugene Hollister, Lake Area Roofing & Construction, Inc. Dan Mycka, Modern Piping, Inc. Eric Halvorson, NOVA Fire Protection, Inc. Griffin Rahm, NOVA Fire Protection, Inc. Nick Evans, NOVA Fire Protection, Inc. Jerry Domino, S & J Glass, Inc. Brodey Domino, S & J Glass, Inc. Chris Keller, Steenberg-Watrud Construction, LLC Matthew Rivera, Vinco Inc. Juan Munoz, Vinco Inc. Brad Feyereisen, Wasche Commercial Finishes, Inc. Adam (PM) Mueller, Renovation Systems, Inc. Jacob Wollensak, Wold Architects & Engineers Michael Stephens, Wold Architects & Engineers Allison Timmins, Wold Architects & Engineers Steven Coddington, Park Construction Company Jake Stolquist, Ebert Construction Andy Lipe, Doorco, Inc. Janelle Bittmann, Wild Cat Cleaning Services, LLC Christian Goldman, Commercial Drywall, Inc. Please provide a cost breakdown in accordance with the Contract Documents and a Summary for the Change described herein and on the attachments (if any) listed. All responses are required within seven (7) days. This is not an authorization to proceed with the work described herein unless and until approved by the Owner. On approval, this change will be included in a Change Order, which will provide the formal Contract Change. DESCRIPTION OF PROPOSAL: Attachments: Wold PR #4 dated 7/12/23 We have reviewed the PCO and acknowledge that it is a “no change” item and does not affect our completion date. Signed By: Date: Company Name: Please provide a cost estimate per the attached Wold Architects and Engineers PR #04 dated July 12, 2023 regarding mechanical layout revisions. PROPOSAL REQUEST Distribution: ☐ Adam Moshier, CG ☐ Zac Dockter, CG ☒ Dustin Phillips, KA ☒ Jake Wollensak, Wold ☒ Tom Clark, Wold ☒ Michael Stephens, Wold ☒ Allison Timmins, Wold ☒ Pat Jansen, Wold ☒ Angel Gonzalez, Wold ☒ Sean McNamara, Wold ☒ Derek Peterson, Wold ☐ Linda Peters, BKBM ☐ Drew Luebke, BKBM ☐ Jay Pomeroy, BMI ☐ Jeff Toutant, BMI City of Cottage Grove Glacial Valley Park Building Kraus-Anderson Attn: Dan Kjellberg/Rachel Struckman 501 South Eighth Street Minneapolis, MN 55404 612.332.7281 dan.kjellberg@krausanderson.com / rachel.struckman@krausanderson.com Submit an itemized (labor and material) quotation for the proposed modifications to the contract documents as described herein within 21 days of receipt. If a cost is not submitted within 21 days, this Proposal Request can be accepted at no additional cost. Written approval is required prior to proceeding with this change. COST EXPECTATIONS: ☐ DEDUCT ☐ NO COST ☒ ADD PR: 04 Comm: 222064 Const. Pkg: [Status] Item Description 4 Mechanical Layout Revisions 4.1 See revised sheet M1.0 for updated west roof drain locations as per RFI#019; west roof drain has been shifted further east since RFI response to avoid conflict with structure. For updated VTR location. And for updated Storm Drain sizes as per RFI#013 4.2 See revised sheet M2.0 for updated FC 1,2,3,4 locations. For the addition of Condensate Pump (P-11) and its location and pipe connections. 4.3 See revised sheet M3.0 for updated duct routes. For the removal of the Louver in the mechanical room. For the addition of Intake Hood and their locations. For the new location of Exhaust Fan-1 and 2. For the new location of Relief Hood and the addition of a Drip Pan. 4.4 See revised sheet M4.0 for updated west roof drain locations as per RFI#019. For updated VTR, Exhaust Fan-1, Exhaust Fan-2, Boiler Intake and Exhaust Vent, Water Heater Intake and Exhaust Vent, and Relief Hood location. For the addition of Intake Hood and their locations. And for removing the thermostats from the roof. 4.5 See revised sheet M6.2 for updated Gravity Relief Hood Detail Also, for the addition the Gravity Hood Intake Detail. Provide with Damper actuators accessible from inside the hood. Framing for new roof openings to follow structural detail 13/S3.101. 4.6 See revised sheet M6.4 for updated Pump Schedule. PROPOSAL REQUEST PR: 04 Comm: 222064 Const. Pkg: [Status] Page 2 Item Description For updated Intake and Relief Hood Schedule. 4.7 See revised sheet E1.00 for the addition of the Condensate Pump (P-11) and its location. 4.8 See sheet E1.00 for revisions to lighting in Toilet 106. 4.9 Refer to sheet A2.001 for revisions to ceiling heights, ceiling transitions, and diffuser locations. 4.10 Refer to sheet A2.001 for lighting reductions and modified access panel in Toilet 106. Added Access panel (AP #3) shall be ceiling mounted 48” x 64” double door with cam latch per the attached drawing from Nystrom or equal. 4.11 Refer to revised architectural drawings for added wall type to maintain rating between Toilet 106 and Mechanical 105. 4.12 Refer to revised architectural drawings for deletion of louver L2 and subsequent alterations to exterior wall sections and exterior elevations. 4.13 Refer to revised roof plan on sheet A2.095 to modifications to roof drains, vents, exhaust fans, and roof hoods per mechanical revisions. Attachments: A2.001, A2.095, A2.901, A4.101, A4.701, A5.101, A5.201, M1.0, M2.0, M3.0, M4.0, M6.2, M6.4, E1.0 Issued By: Michael Stephens Date: 07/12/2023 WEIGHT: 74.1DWONystrom AD NTC4864D ShpDrPROPRIETARY AND CONFIDENTIAL: THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF NYSTROM. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN DWODWG. NO.Flush Dr, Drywall, ScrDvr Cam, Conc Cont Hgn, BAB122PROJECT:48x48, Double Door, Steel, White Pwd,PERMISSION OF NYSTROM IS PROHIBITED. ©2021 NYSTROM, INC. DRAWNRELEASEDSIZEMinneapolis, MN 55428SHEET 1 OF 2DATENAMETITLE:AREVNTC4864DPART#:QTY:CONTRACTOR:ARCHITECT:15/16/23Access Door, Non-rated, 9300 73rd Avenue North 5/16/23SECTION A-A64"HEIGHTSECTION B-B 1" 48" WIDTH 1 3/8" LATCH: Screwdriver Cam5SPECIFICATIONS:1 DOOR: Galv 16 GA2 FRAME: Steel 16 Ga, 1" Flange 3 FINISH: White Pwd4 HINGE: Flush Continuous HingeROUGH OPENING: 48.25" x 64.25"CLEAR OPENING: 46.31" x 62.88"DEGREE OF OPENING: 125 65 7/8" 49 7/8" BBAA521 DWODWG. NO. WEIGHT: 74.1DWOFlush Dr, Drywall, ScrDvr Cam, Conc Cont Hgn,BAAB122148x48, Double Door, Steel, White Pwd,PERMISSION OF NYSTROM IS PROHIBITED. ©2021 NYSTROM, INC. DRAWNRELEASEDSIZEPROPRIETARY AND CONFIDENTIAL: THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF NYSTROM. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN SHEET 2 OF 2DATENAMETITLE:5/16/23REV5/16/23ANTC4864DMinneapolis, MN 55428PART#:Access Door, Non-rated, 9300 73rd Avenue North Nystrom AD NTC4864D ShpDrOPENING WIDTH47 5/8" CLEAR62 7/8"CLEAROPENINGHEIGHTCC1/4" MOUNTING HOLE26.00"B-DOORHEIGHT FLOOR PLAN KEY NOTES: 1 DOOR ACTUATORS. 2 INDUSTRIAL SHELVING, NIC. 3 MOP SINK - SEE MECHANICAL. 4 CABINET UNIT HEATER. SEE DETAIL . SEE MECH. FOR SPECIFICATIONS, COORDINATE LOCATION WITH MECH. 5 PROVIDE WALL MOUNTED FIRE EXTINGUISHER PER SPECIFICATIONS. VERIFY LOCATION WITH OWNER/ARCHITECT. 6 INTERIOR WOOD BENCH, SEE SPECIFICATION 12 67 00. 7 PROVIDE IN-WALL BACKING AS REQUIRED FOR WALL-MOUNTED AV EQUIPMENT. 8 PROVIDE RECESSED CABINET AND FIRE EXTINGUISHER PER SPECIFICATIONS. VERIFY LOCATION WITH OWNER/ARCHITECT. 9 FRP 8'-0" AFF AND EXTENDING 2'-0" TO EACH SIDE OF MOP SINK/HOSE BIB U.N.O.; SEE SPECIFICATION 06 83 16. 10 BOLLARD, SEE DETAIL 11 TRENCH DRAIN, SEE MECHANICAL. C6/A6.001 12 FOLDING GLASS DOOR SYSTEM. 13 MANUFACTURED FIREPLACE; SEE CIVIL. 14 CORNER GUARDS, TYP.; SEE SPECIFICATIONS. 15 RECESSED FIRE DEPARTMENT KEYED LOCK BOX. 16 EXTERIOR BENCH; SEE CIVIL. 17 CONCRETE SPLASH BLOCK. SEE DETAIL B6/A6.001 18 THERMALLY MODIFIED WOOD SIDING; SEE SPECIFICATIONS AND ELEVATION. 19 HOSE BIB, SEE MECHANICAL. 20 EMERGENCY EYEWASH, SEE MECHANICAL. B3/A4.705 21 AP #1; COORDINATE LOCATION WITH MECHANICAL CONTRACTOR IN FIELD. 4 A B C D E F J L M N P Q 3 2 1 G KH 24'-0"25'-8"24'-0"3'-9 1/2" 6'-5" 6'-5" 6'-5" 6'-5" 6'-5" 6'-5" 6'-5" 6'-5" 6'-5" 6'-5" 6'-5" 6'-5" 6'-5" 6'-5" 2'-5" MULTIPURPOSE 110 STORAGE 112 KITCHENETTE / SERVING 111 N. VEST 102 S. VEST 100 LOBBY / WARMING 101 MECHANICAL / JAN SUPPLY 105 PARKS STORAGE 108 CLASSROOM / PROGRAMS 107 ELECTRICAL 109 KITCHENETTE 107A TOILET 104 TOILET 103 SF1 SF2SF3 SF8 SF1 SF4SF5 _______D5 A4.101 100A 100B 102A 102B106105 104103107A 108A109 110A 111A111B _______D3 A4.101 A4.707A7A4.707 B7 A4.707 A5 A4.707 C7 A4.707 B5A4.707 D7 GA6 GA7 GA6 GA7 GA7 MA3 MA3 MA3 MA3 MA3 GA6 GA7 A4.706 B6 A4.706 E6A4.706 D6 A4.706 B3 A4.706B1 C5A5.101E1 A5.101E5A5.101C1 A5.101 9'-7 1/2"4"7'-4" D1 A5.201 _______ TOILET 106 D2 A5.201 _______ D4 A5.201 _______ 44'-0 1/2"8'-7 1/2"2'-10 1/4"40'-6 1/4"1'-4 1/2"24'-0"25'-8"24'-0"3'-4" 6'-0" 6'-3 1/2"2'-0 1/2"3'-4" 32'-8 1/2"2'-4"38'-2 1/4" 2'-10 1/4" 8'-7 1/2" 12'-7 1/4"31'-5 1/4" F2 A5.201 _______ D7 A5.201 _______ F1 A5.201 _______ 2 2 6 1 A4.706 E3 D3 B4 A5.201 _______B2 A5.201 _______ 1 1 6 6 6 4 1 1 5 1/2"10'-8"3"6'-10" 5'-8" 3'-1" 2'-11 1/2" 5'-8" 2'-2"21'-8"17'-4"1'-6 3/4" 7'-1 1/4" 7'-10 3/4" 2'-10 1/4" 5 1/2" 2'-10 1/4" 12'-0" 10" 12'-0" 10" GB6GB6 5'-0" GB6 12'-0" 4'-0" 9'-11 1/2" 3'-8" 4'-0" 1'-1" 2'-2" 8'-5"2'-2"2'-3" 1'-9"6'-7"GB6GB6 GA6 D5 A5.201 _______ F5 A5.203 _______ SIM F1 A5.201 _______ SIM D4 A5.201 _______ SIM D1 A5.201 _______ SIM D2 A5.201 _______ 10 F1 A5.202 _______ 11 F3 A5.202 _______ B5 A5.201 _______ F1 A5.203 _______ C1 A5.202 _______ C5 A5.202 _______ GBM GBM GBM GBM GBMGBM GBM F5 A5.202 _______F7 A5.202 _______ SIM F5 A5.202 _______ SIM F7 A5.202 _______ 12 111C 112 SF6SF6SF7SF7SF9 4'-8 1/2" 10'-0" 2'-0" 3'-4" 108C 108B 15'-7 1/2"38'-1"5'-3 1/2" 20'-0 1/2"6'-0"6'-3 1/2"2'-0 1/2"3'-4"15'-9"3'-0"13'-11 1/2"3'-4"6'-0"CANOPYABOVECANOPY ABOVE 1'-2" 1'-2"1'-2" 1'-2"1'-2" 1'-2" 4'-0" x 8'-8" CONC STOOP 4'-6" CANOPY ABOVE 6'-0"CANOPYABOVE1'-2" (6) EQ JOINTS IN CAP 1'-2" 4'-0" x 8'-8" CONC STOOP 4 1 1 1 4'-0"4'-8"18'-0"17'-3"4'-0" x 8'-4" CONC STOOP 4'-0" x 8'-4" CONC STOOP 10 5'-0" x 15'-6" CONC STOOP 12 12 GB7 1'-4 1/2"2'-4"GBM 1'-4 1/2"EQ EQ3'-0"3'-7" 2'-5" EQ EQ FLOOR DRAIN 99'-8 1/2"38'-1"11'-11 1/2"13'-4 1/2"5 8 8 8 3'-4" x 37'-8" CONC STOOP 13 A4.706 D1 A4.706E1 F3 A5.101F6A5.10114 14 14 14 14107B 110BB1 A5.201 _______ SIM B1 A5.201 _______ 15 GB6GB6 11'-1 1/2" 3'-8" 5 9 16 _______F1 A5.603 _______F4 A5.603 TYP _______F6 A5.603 1710"CLG ABOVE _______C1 A5.603 18 18 19 9 3 GA6 20 GA7 _______E3 A5.601 _______B5 A5.601 L1 21 21'-7" 1 1 1 GA6 1 1 77 1 1 3 3 FOR FRAME DEPTH, ONLY EXCEPTIONS TO THE FOLLOWING TABLE ARE SCHEDULED: GYPSUM BOARD PARTITIONS: THROAT OF FRAME TO MATCH WALL THICKNESS. MASONRY PARTITIONS: 4" WALL: 3 3/4" FRAME 6" WALL: 5 3/4" FRAME 8" AND GREATER WALL: 7 3/4" FRAME FRAME DEPTHS ARE SCHEDULED IN NOMINAL DIMENSIONS. SEE FRAME/ DOOR TYPES (DETAIL SECTION 51000) FOR CORRESPONDING ACTUAL DIMENSIONS. ALL DOORS ARE 1 3/4" THICK UNLESS OTHERWISE NOTED. FOR GLASS TYPES, ONLY EXCEPTIONS TO THE FOLLOWING TABLE ARE SCHEDULED: INTERIOR NON RATED: CLEAR (SAFETY WHEN REQUIRED BY TABLE IN GLAZING SPECIFICATION.) INTERIOR AND EXTERIOR RATED: FIRE RATED EXTERIOR NON-RATED: CLEAR INSULATED (SAFETY INSULATED WHEN REQUIRED BY TABLE IN GLAZING SPECIFICATION.) SEE SHEET A2.901 FOR FRAME TYPES. SEE SHEET A2.901 FOR DOOR TYPES. AT DOOR SCHEDULE, LABEL DESIGNATION "45/20" INDICATES: FOR ALL OPENINGS WITH SIDE LITES AND SCHEDULED TO BE RATED FOR 20 MINUTES, THE DOOR AND ANY GLASS WITHIN THE DOOR IS TO BE RATED FOR 20 MINUTES; THE FRAME AND ADJACENT SIDELITE(S) GLASS AND FRAME IS TO BE RATED FOR 45 MINUTES." 1. 2. 3. 4. 5. 6. DOOR SCHEDULE GENERAL NOTES HANDICAP ACTUATORS (AT TWO EXTERIOR VESTIBULE DOORS). CARD READER. SEE HARDWARE SPECIFICATIONS AND ELECTRICAL DRAWINGS. 1. 2. DOOR SCHEDULE REMARKS 5'-8" OPENING FOR SLIDING BARN DOOR ASSEMBLIES.3. TOTAL QTY THREE (3) FOLDING GLASS DOORS - SEE STORE FRONT TYPES ELEVATIONS FOR ADDITIONAL INFORMATION. 4. SEE INTERIOR ELEVATIONS FOR LOCATIONS OF BURNISHED BLOCK, PAINTED BLOCK, STONE, PAINT, AND VINYL BASE. 1. 3. 4. 5. PAINT CEILING AND ALL EXPOSED STRUCTURE (NOT INCLUDING GLU-LAM WOOD STRUCTURE), PIPING, CONDUIT, MECHANICAL DUCTS AND VENTS. PROVIDE VINYL BASE AT CASEWORK. 6. SEE INTERIOR ELEVATIONS SHEET A4.706 FOR GWB REVEAL LOCATIONS. SLOPE CONC. FLOOR TOWARDS TRENCH DRAIN. SEE PLANS FOR FLOOR SLOPING INFORMATION. ROOM FINISH SCHEDULE REMARKS PROVIDE REMOVABLE RESILIENT ATHLETIC FLOORING (RAF-1) INSTALLED OVER PERMANENT P-TILE FLOORING. 2. 7. PROVIDE EPOXY PT THROUGHOUT ROOM IN ALL LOCATIONS SCHEDULED FOR PT.8. BASE CONDITION VARIES FROM WALL TO WALL - REFER TO INTERIOR ELEVATIONS. 8'-6" GWB/PT-6A 8'-6" GWB/PT-6A 8'-0" ACT 2 / -- 9'-0" ACT 2 / --8'-0" ACT 2 / -- 9'-0" ACT 2 / --EQEQ 4'-6"EQEQ 4'-6"3'-0"4'-0"4'-0"3'-0"4'-0"4'-0" EXPOSED EXPOSED EXPOSED 3 3 3 3 EQEQ EQ 4 5 4 5 3'-0"3'-0"3 9'-0" GWB/PT-6A BTM OF CLG 9'-4" EQ TYP 3'-0"EQ TYP 66 66 777 3'-0"2'-0"8 8 BTM OF CLG 9'-4" TYP 1 9 7'-0" GWB/PT-6A 7'-0" GWB/PT-6A 7'-0" GWB/PT-6A HIGH _______F1 A4.801 D6 A5.603 _______ B7 A4.801 _______ A7 A4.801 _______ A7 A4.801 _______ 9'-0" GWB/PT-6A A7 A4.801 _______ 10 10 11 TYP 11 TYP EQ EQEQEQEQ 12 HIGH 12 15 13 13 B1 A4.801 _______ B1 A4.801 _______SIM B1 A4.801 _______SIM B1 A4.801 _______ 1 1 A5 A4.801 _______ 1 EQEQ3'-2 1/2" 6'-5" 6'-5" 6'-5" 6'-5" 6'-5" 9'-7 1/2" 9'-7 1/2" 3'-2 1/2"EQ 6'-0" EQEQ EQ KA 14 G Q EQEQ6'-5" 9'-7 1/2" 6'-5" 6'-5" 6'-5" 6'-5" 6'-5" 3'-2 1/2"EQ EQ EQEQ EQ EQ EQ 9'-0" GWB/PT-6A ALIGN FINISHES 1 7'-2" GWB/PT-6A 3 A5 A4.801 _______ 8'-2" ACT 2 / -- 8'-0" GWB/PT-6A 7'-10" GWB/PT-6A 7'-10" GWB/PT-6A 3 3 3 3 3 3 8'-6" GWB/PT-6A RCP KEY NOTES: 1 PAINT ALL EXPOSED STRUCTURE, MECHANICAL, ELECTRICAL AND WALLS ABOVE 9'-4" PT-8. DO NOT PAINT FIRE ALARM WIRES OR EQUIPMENT TAGS. 2 MODIFY CEILING GRID AS REQUIRED FOR NEW WORK. 3 INTERIOR MANUAL ROLLER SHADES. 4 STAINED AND SEALED STRUCTURAL GLUE-LAMINATED BEAMS. 5 PAINT EXPOSED METAL ROOF DECK, MECHANICAL AND ELECTRICAL PT-8. DO NOT PAINT FIRE ALARM WIRES OR EQUIPMENT TAGS. 6 SUSPENDED CEILING FAN - SEE MECH 7 EXTERIOR MOTORIZED RETRACTABLE SCREENS (LOW) 8 THERMALLY MODIFIED WOOD SLOPING EXTERIOR RAINSCREEN SOFFIT 9 SUSPENDED WOOD PLANK AND GRILLE CEILING. 1" X 4" NOMINAL WOOD DIMENSIONS. REFER TO ENLARGED PLAN FOR LAYOUT INFORMATION. 10 SUSPENDED TONGUE AND GROOVE THERMALLY MODIFIED WOOD CEILING. 11 FABRIC-COVERED ACOUSTICAL PANEL, AWP-1. 12 ALTERNATE NO. 3 GYPSUM WALLBOARD FUR-DOWN CEILING 13 AP #1; COORDINATE LOCATION WITH MECHANICAL CONTRACTOR IN FIELD. 14 AP #2; COORDINATE LOCATION WITH ELECTRICAL FOR BATTERY BACKUP ACCESS AND ALIGN WITHIN TONGUE AND GROOVE CEILING. SEE DETAIL B3/A4.801. 15 AP #3; COORDINATE LOCATION WITH MECHANICAL CONTRACTOR IN FIELD. RECESSED CAN LIGHT 1 X 4 LIGHT FIXTURE 4' STRIP LIGHT FIXTURE 8' STRIP LIGHT FIXTURE 2 X 2 LIGHT FIXTURE (IN CEILING GRID) 2 X 4 LIGHT FIXTURE (IN CEILING GRID) CEILING MOUNTED LIGHT FIXTURE SPEAKER PTD. GYPSUM BOARD CEILING / SOFFIT S RCP LEGEND AP AIR DIFFUSER (IN CEILING GRID) RETURN AIR GRILLE (IN CEILING GRID) AIR DIFFUSER EXHAUST GRILLE ACCESS PANEL LINEAR DIFFUSER (IN CEILING GRID) PENDANT LIGHT FIXTURE F E D C B A 1 2 3 4 5 6 7 8 A MN NorthCheck: Drawn: Date: Comm: License Number: 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 under the laws of the State of Scale: Date 7/11/2023 5:43:09 PMBIM 360://222064 - Glacial Valley Park Building/222064 Glacial Valley Park Building.rvtAs indicatedCentral: BIM 360://222064 - Glacial Valley Park Building/222064 Glacial Valley Park Building.rvtCITY OF COTTAGE GROVE GLACIAL VALLEY PARK BUILDING A2.001 MAIN LEVEL FLOOR PLAN AND REFLECTED CEILING PLAN 12800 RAVINE PARKWAY S COTTAGE GROVE, MN 55016 9900 RAVINE PKWY S COTTAGE GROVE, MN 55016 222064 JW/JM MJS/AM/TC 11/08/2022 222064 Minnesota 11/08/2022 John McNamara 24281 ARCHITECT ROOM FINISH SCHEDULE ROOM NO ROOM NAME FLOOR BASE N WALL - TYP E WALL S WALL W WALL REMARKSMATL FIN MATL FIN MATL FIN MATL FIN 100 S. VEST P TILE-1 -- -- -- -- -- -- -- MASONRY STONE VENEER 7 101 LOBBY / WARMING P TILE-1 VB-1 MASONRY BLK-1 MASONRY BLK-1 MASONRY BLK-1 MASONRY BLK-1 1, 2, 3, 7 102 N. VEST P TILE-1 -- -- -- MASONRY STONE VENEER -- -- GYP BD PT-6A 2 103 TOILET P TILE-1 P TILE-1 GYP BD P TILE-2 MASONRY P TILE-2 GYP BD P TILE-2 GYP BD P TILE-2 2, 7, 8 104 TOILET P TILE-1 P TILE-1 GYP BD P TILE-2 MASONRY P TILE-2 GYP BD P TILE-2 GYP BD P TILE-2 2, 7, 8 105 MECHANICAL / JAN SUPPLY S. CONC. -- MASONRY PT-6A GYP BD PT-6A GYP BD PT-6A GYP BD PT-6A 106 TOILET P TILE-1 P TILE-1 GYP BD P TILE-2 GYP BD P TILE-2 MASONRY P TILE-2 GYP BD P TILE-2 2, 7, 8 107 CLASSROOM / PROGRAMS P TILE-1 VB-1 GYP BD PT-6A MASONRY STONE VENEER -- -- MASONRY STONE VENEER 1, 3, 4, 5 107A KITCHENETTE P TILE-1 VB-1 GYP BD PT-6A GYP BD PT-6A GYP BD PT-6A GYP BD PT-6A 4 108 PARKS STORAGE S. CONC. -- MASONRY PT-6A GYP BD PT-6A GYP BD PT-6A MASONRY PT-6A 6 109 ELECTRICAL S. CONC. -- GYP BD PT-6A GYP BD PT-6A GYP BD PT-6A MASONRY PT-6A 110 MULTIPURPOSE CPT-1 VB-1 -- -- MASONRY STONE VENEER GYP BD PT-6A MASONRY STONE VENEER 1, 3, 5 111 KITCHENETTE / SERVING P TILE-1 VB-1 GYP BD PT-6A GYP BD PT-6A MASONRY PT-6A MASONRY B. BLOCK 4 112 STORAGE CPT-1 VB-1 GYP BD PT-6A MASONRY PT-6A MASONRY PT-6A GYP BD PT-6A DOOR / OPENING SCHEDULE DOOR NO DOOR / OPENING LABEL/ RATING OVERALL WIDTH FRAME GL MOUNTING CONDITIONS HDW GRP REMARKSTYPE QTY WIDTH HEIGHT MATL TYPE DEPTH MATL HEAD JAMB SILL 100A AL 1 3'-4" 7'-10" AL -- 3'-0" SF 1 -- AL -- SEE ELEVATION SEE ELEVATION SEE ELEVATION 01 1, 2 100B AL 1 3'-4" 7'-10" AL -- 3'-0" SF 3 -- AL -- SEE ELEVATION SEE ELEVATION SEE ELEVATION 03 1, 2 102A AL 1 3'-4" 7'-10" AL -- 3'-0" SF 1 -- AL -- SEE ELEVATION SEE ELEVATION SEE ELEVATION 01 1, 2 102B AL 1 3'-4" 7'-10" AL -- 3'-0" SF 5 -- AL -- SEE ELEVATION SEE ELEVATION SEE ELEVATION 03 1, 2 103 F 1 3'-0" 7'-2" WD -- 3'-4" FR 1 -- HM -- D7/A4.801 E7/A4.801 -- 06 104 F 1 3'-0" 7'-2" WD -- 3'-4" FR 1 -- HM -- D7/A4.801 E7/A4.801 -- 06 105 F 1 3'-0" 7'-2" WD 45 MIN 3'-4" FR 1 -- HM -- D7/A4.801 E7/A4.801 -- 10 1 106 F 1 3'-0" 7'-0" WD -- 3'-4" FR 1 -- HM -- F7/A4.801 SIM F7/A4.801 -- 06 107A FG 1 3'-6" 7'-10" WD -- 7'-4" FR 3A 8 3/8" HM -- B5/A4.801 C5/A4.801 C7/A4.801 12 1 107B AL 1 3'-0" 7'-10" AL -- 3'-0" SF 7 -- AL -- SEE ELEVATION SEE ELEVATION SEE ELEVATION 02 1 108A F 1 3'-0" 7'-0" HM -- 3'-4" FR 1 -- HM -- F7/A4.801 SIM F7/A4.801 -- 11 1 108B F 1 3'-0" 7'-10" HM -- 3'-4" FR 1 11 3/4" HM -- C3/A5.602 E3/A5.602 C7/A5.601 04 1 108C OH 1 10'-0" 8'-0" ST -- 10'-4" OH -- -- -- C3/A5.601 E3/A5.601 F3/A5.601 -- 109 F 1 3'-0" 7'-0" HM -- 3'-4" FR 1 -- HM -- F7/A4.801 SIM F7/A4.801 -- 07 110A FG 1 3'-6" 7'-10" WD -- 7'-4" FR 3A 8 3/8" HM -- B5/A4.801 C5/A4.801 C7/A4.801 12 1 110B AL 1 3'-0" 7'-10" AL -- 3'-0" SF 7 -- AL -- SEE ELEVATION SEE ELEVATION SEE ELEVATION 02 1 111A F 1 3'-0" 7'-2" WD -- 3'-4" FR 1 -- HM -- D7/A4.801 E7/A4.801 -- 08 1 111B F 1 3'-0" 8'-0" WD -- 3'-4" FR 1 -- HM -- F7/A4.801 SIM F7/A4.801 -- 09 1 111C F 2 3'-0" 8'-7 1/4" WD -- 6'-0" SURFACE MOUNTED TRACK -- -- -- D3/A4.705 -- -- 05 3 112 F 2 3'-0" 8'-7 1/4" WD -- 6'-0" SURFACE MOUNTED TRACK -- -- -- D3/A4.705 -- -- 05 3 SF8 AL 1 12'-0" 7'-0" AL -- 12'-0" FOLDING GLASS DOOR -- AL --SEE ELEVATION SEE ELEVATION SEE ELEVATION 13 4 PLAN GENERAL NOTES 1. ALL PLAN DIMENSIONS ARE NOMINAL TO FACE OF WALL. WALL THICKNESSES ARE SHOWN NOMINAL, SEE WALL TYPES FOR ACTUAL THICKNESS. 2. ALL GYP. WALLS ARE TO BE 5 INCHES THICK UNLESS OTHERWISE NOTED. 3. ALL CONCRETE BLOCK WALLS ARE TO BE 8 INCHES THICK UNLESS OTHERWISE NOTED. 4. COORDINATE SIZE AND LOCATION OF ALL DUCT AND SHAFT OPENINGS IN WALLS AND FLOORS W/ MECH. AND ELEC. PROVIDE ALL REQUIRED LINTELS FOR OPENINGS. SEE LINTEL SCHEDULE. 5. FIELD VERIFY ALL MILLWORK OPENINGS. 6. SET FLOOR DRAINS 3/4" BELOW FINISHED CONCRETE FLOORS UNLESS OTHERWISE NOTED. PROVIDE CONSISTENT SLOPE FROM WALL TO DRAIN BY SLOPING CONCRETE, MIN. 1/4" PER FOOT. 7. VERIFY LOCATION, SIZE AND QUANTITY OF ALL MECHANICAL AND ELECTRICAL EQUIPMENT PADS. 8. ALL DOOR/SIDELITE OPENINGS TO BEGIN 4" FROM ADJACENT WALL UNLESS OTHERWISE NOTED. 9. ALL GYP. WALLS ARE CENTERED ON GRID UNLESS OTHERWISE NOTED. 10. FIRE RATED WALLS ARE INDICATED ON CODE PLANS. 11. REFER TO DETAIL A7/A4.705 FOR TYPCIAL JOINT TREATMENT BETWEEN GYPSUM BOARD AND MASONRY ASSEMBLIES. 12 REFER TO SHEET A4.705 FOR TYPCIAL SLAB ON GRADE VAPOR BARRIER DETAILS. 0 1/8" = 1'-0" MAIN LEVEL FLOOR PLANF1 6'12' ROOM FINISH SCHEDULE GENERAL NOTES 1. SEE DETAILS OF CONSTRUCTION FOR ABBREVIATIONS 2. IF ALL WALLS IN ROOM HAVE THE SAME FINISH, THE "N WALL-TYP" COLUMN WILL BE USED. 3. DISCREPANCIES BETWEEN THE ROOM FINISH SCHEDULE AND DRAWINGS SHALL BE REPORTED TO THE ARCHITECT FOR FINISH DETERMINATION. 4. ON WALLS WHICH ARE COVERED WITH MILLWORK AND TACK SURFACES, A FINISH SHALL NOT BE APPLIED TO THE WALL BEHIND EXCEPT FOR LOCATIONS WHICH MAY BE EXPOSED (I.E. SPACE BETWEEN MILLWORK AND TACK SURFACE.) CONCRETE BLOCK BEHIND MILLWORK AND MARKERBOARDS TO BE TOOLED. 5. REFER TO MATERIAL FINISH/ COLOR SCHEDULE FOR SPECIFIC FINISH TYPES AND COLORS. 6. FOR CEILING MATERIAL WHEN MORE THAN ONE CEILING MATERIAL OCCURS THE CEILING FINISH IS INDICATED THUS: "/". Revisions Description Date Num Addendum #1 11/28/2022 1 PR#02 04/10/2023 2 PR#04 07/12/2023 3 0 1/8" = 1'-0" MAIN LEVEL REFLECTED CEILING PLANF5 6' 12' RCP GENERAL NOTES 1. FOR WALLS THAT PENETRATE CEILINGS SEE WALL TYPES SHOWN ON THE FLOOR PLAN. 2. SPRINKLER HEADS ARE NOT SHOWN. LOCATE ALL SPRINKLER HEADS IN THE CENTER OF CEILING TILES. 3. FOR DIFFUSER AND RETURN GRILL SIZES, SEE MECHANICAL PLANS. 4. FOR LIGHT FIXTURE TYPES, SEE ELECTRICAL LIGHTING PLANS. 5. CEILINGS HEIGHTS INDICATED ON PLAN (E.G. 9'-0") ARE FROM FINISHED FLOOR OF LEVEL OF PLAN SHOWN OR INDICATED AS 109’-0”. 6. ACOUSTICAL TILE CEILING GRID IS TO BE CENTERED IN RECTANGULAR ROOM OR CENTERED BETWEEN LONGEST WALLS OF IRREGULARLY SHAPED ROOMS UNLESS OTHERWISE NOTED. 7. VERIFY GWB CONTROL JOINT LOCATIONS WITH ARCHITECT PRIOR TO INSTALLATION. 1 1 1 2 3 ROOF LEGEND EQUIPMENT CURB SUPPORTING PIPING OR CONDUIT. INSTALL MAXIMUM SPACING OF 6'-0" O.C. EQUIPMENT CURB AT MECHANICAL EQUIPMENT SLOPE OF TAPERED INSULATION DIAMOND CRICKET (SEE TYPICAL DETAIL) SLOPED STRUCTURE ROOF LADDER ROOF DRAIN (R.D.) OVERFLOW DRAIN (O.R.D.) MECH HOOD ROOF EXHAUST SKYLIGHT VENT STACK, PIPE OR CONDUIT COMBUSTION STACK CRICKET FOR POSITIVE DRAINAGE 4 A B C D E F J L M N P Q 3 2 1 G KH 2 : 122 : 121/4" / 12"1/4" / 12"1/4" / 12" 1/4" / 12"1/4" / 12" 1/4" / 12"24'-0"25'-8"24'-0"6'-5" 6'-5" 6'-5" 6'-5" 6'-5" 6'-5" 6'-5" 6'-5" 6'-5" 6'-5" 6'-5" 6'-5" 6'-5" 6'-5" #SE6A SINGLE PLY, FULLY-ADHERED ROOF MEMBRANE PREFINISHED METAL COPING WITH SHOP PRE-COATED PVDF COATING COLOR #1: SANDSTONE PREFINISHED METAL COPING WITH SHOP PRE-COATED PVDF COATING COLOR #2: MATTE BLACK PREFINISHED METAL COPING WITH SHOP PRE-COATED PVDF COATING COLOR #2: MATTE BLACK PREFINISHED METAL COPING WITH SHOP PRE-COATED PVDF COATING COLOR #1: SANDSTONE _______A7 A5.701 TYP 3'-4"6'-0"6'-0"4'-6"2'-5" 2'-5"EQ EQ 3'-3" 28'-10"31'-8"5" MIN 4'-0"MIN4'-0"MIN 4'-0" ALTERNATE NO. 1: SOLAR PHOTOVOLTAIC SYSTEM ALTERNATE NO. 1: SOLAR PHOTOVOLTAIC SYSTEM; CONTRACTOR TO COORDINATE LAYOUT AROUND ROOFTOP MECHANICAL EQUIPMENT MIN 4'-0" MIN 4'-0"MIN4'-0"B1 A5.200 _______ B1 A5.200 _______ F1 A5.200 _______SIM F1 A5.200 _______ F1 A5.200 _______SIM D1 A5.200 _______ E3 A5.200 _______ B1 A5.200 _______ B1 A5.200 _______ F1 A5.200 _______SIM F1 A5.200 _______ F1 A5.200 _______ E3 A5.200 _______ SLOPE TRANSITION AT COPING SLOPE TRANSITION AT COPING _______D7 A5.701 A2 A5.701 _______ A2 A5.701 _______ A2 A5.701 _______ E2 A5.701 _______E2 A5.701 _______ B4 A5.701 _______ A2 A5.701 _______ B4 A5.701 _______ E2 A5.701 _______E2 A5.701 _______ A2 A5.701 _______ 1 1 1 A2 A5.701 _______ F E D C B A 1 2 3 4 5 6 7 8 A MN NorthCheck: Drawn: Date: Comm: License Number: 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 under the laws of the State of Scale: Date 7/11/2023 5:43:10 PMBIM 360://222064 - Glacial Valley Park Building/222064 Glacial Valley Park Building.rvtAs indicatedCentral: BIM 360://222064 - Glacial Valley Park Building/222064 Glacial Valley Park Building.rvtCITY OF COTTAGE GROVE GLACIAL VALLEY PARK BUILDING A2.095 ROOF PLAN 12800 RAVINE PARKWAY S COTTAGE GROVE, MN 55016 9900 RAVINE PKWY S COTTAGE GROVE, MN 55016 222064 JW/JM TC 11/08/2022 222064 Minnesota 11/08/2022 John McNamara 24281 ARCHITECT ROOF PLAN GENERAL NOTES 1. TAPERED ROOF INSULATION AND CRICKETS SHALL SLOPE AT 1/4" PER 1'-0". THE MINIMUM R-VALUE OF THE ROOF INSULATION INSTALLED ENTIRELY ABOVE ROOF DECK IS R-30 ci. 2. SHOP DRAWING DESIGN AND INSTALLATION OF TAPERED INSULATION MUST ACCOUNT FOR CAMBER IN STRUCTURE TO INSURE THAT THE ROOF DRAINS AS DESIGNED. 3. AT MECH. OPENINGS AND CURBS ON ROOF, PROVIDE CRICKETS AS REQUIRED FOR POSITIVE DRAINAGE OR CUT OPENINGS IN FREE-STANDING CURBS AS AN ALTERNATIVE. 4. MECHANICAL ITEM LOCATIONS ARE SHOWN FOR REFERENCE ONLY. REFER TO MECH. DRAWINGS FOR EXTENT OF MECH. EQUIP. AND SIZE AND LOCATION OF ALL ROOF PENETRATIONS. 5. ALL MECHANICAL AND ELECTRICAL ROOFTOP EQUIPMENT, PIPING, CONDUIT, ETC. TO BE PAINTED. 6. COORDINATE ROOF AND OVERFLOW DRAIN LOCATIONS WITH STRUCTURAL COMPONENTS TO AVOID LOCATING ROOF OR OVERFLOW DRAINS OVER TOP OF BEAMS OR JOISTS. 7. REFER TO EXTERIOR ELEVATIONS FOR LOCATION OF OVERFLOW SCUPPERS AND OUTFLOWS. 8. CONTRACTOR TO FURNISH AND INSTALL SLIP SHEETS OF SIMILAR ROOF MATERIAL UNDER ALL POINTS OF CONTACT BETWEEN PV RACKING AND ROOFTOP. 0 1/8" = 1'-0" ROOF PLANF3 6' 12' Revisions Description Date Num PR#04 07/12/2023 1 F AS SCHED AS SCHEDFG AS SCHED GL 8"8"AS SCHED1'-0"8"OHAS SCHEDAS SCHED FR 1 5" 2"AS SCHED2"2"AS SCHEDOVERALL WIDTH L1 3/8"5'-4"3'-0" F5 A5.601 _______ E5 A5.601 _______ D5 A5.601 _______ AL AS SCHED AS SCHEDAS SPEC'DAS SPEC'DAS SPEC'D AS SPEC'D GL MAIN LEVEL 100'-0" ET1 ET1 ET1 ET1 ET1AS SCHED AS SCHED3'-4 5/8"VERIFY11'-4 5/8"1'-2"3'-4"3'-7 1/2" 8'-7 1/2" SF1 C5 A5.601 _______ F7 A5.601 _______ F1 A5.601 _______ B1 A5.601 _______8"NOTE:6" FRAME THICKNESS B7 A5.601 _______ MAIN LEVEL 100'-0" ET1 ET111'-4 5/8"EQ EQ EQ SF2 C5 A5.601 _______ D7 A5.601 _______7'-10"D1 A5.601 _______ B5 A5.601 _______8"VERIFY9'-4"ET1 ET1 ET1 ET1 12'-4" 12 2 NOTE:6" FRAME THICKNESS MAIN LEVEL 100'-0" GL GL ET1 AS SCHED1'-6"AS SCHED9'-4"1'-2"3'-4"2'-11 7/8"2'-11 7/8"2'-10 7/8" 21'-2 3/4" SF3 D7 A5.601 _______ C1 A4.801 _______ C3 A4.801 _______E6 A5.602 _______ ET1 GL GL GL ET1 ET1 ET1 ET1 ET1 ET1 8"NOTE:6" FRAME THICKNESS F7 A5.601 _______SIM 3'-1 1/2"3'-0 7/8" MAIN LEVEL 100'-0" ET1 ET1 2'-8"5'-0"3'-10"VERIFY10'-2"EQ EQ 6'-0"VERIFY9'-2"12 2 SF6 ET1 ET1 NOTE:6" FRAME THICKNESS C5 A5.602 _______ E1 A5.602 _______ E5 A5.602 _______ F1 A5.602 _______ MAIN LEVEL 100'-0" ET1 7'-0"SF8 FOLDING GLASS DOORS (SHOWN FOR REFERENCE) 2'-11 1/2" 3'-0 1/2" 3'-0 1/2" 2'-11 1/2" 12'-0"12'-0"12'-0" 2'-11 1/2" 3'-0 1/2" 3'-0 1/2" 2'-11 1/2"2'-11 1/2" 3'-0 1/2" 3'-0 1/2" 2'-11 1/2" PANELS 1-2 PANELS 3-4 PANELS 1-2 PANELS 3-4 PANELS 1-2 PANELS 3-4ALIGNTYPALIGNTYPALIGNTYP 10"10" ET1ET1ET1ET1ET1ET1ET1ET1ET1ET1ET1 VERIFY DIMENSIONS WITH FOLDING GLASS DOOR MANUFACTURER 37'-8" 6'-0"6'-5"6'-5"6'-5"6'-5"6'-0" 2'-10 1/2"2'-10 1/2" STOREFRONT SYSTEM 3'-2 1/2"3'-2 1/2"2'-10 1/2"2'-10 1/2"2'-8 1/2"3'-2 1/2"3'-2 1/2"2'-10 1/2"2'-10 1/2"2'-8 1/2" NOTE:6" FRAME THICKNESS D6 A5.603 _______ F3 A5.602 _______ F4 A5.603 _______F1 A5.603 _______F6 A5.603 _______4'-8"B6 A5.603 _______ D4 A5.603 _______C4 A5.603 _______ MAIN LEVEL 100'-0" ET1 ET1 7'-10"VERIFY10'-3 1/8"EQ EQ 5'-3 1/2" SF4 D7 A5.601 _______ C5 A5.601 _______ D1 A5.601 _______VERIFY9'-4 3/4"8"12 2 ET1 ET1 B5 A5.602 _______ NOTE:6" FRAME THICKNESS 1 MAIN LEVEL 100'-0" GL AS SCHED 2'-8 3/4" SF57'-10"1'-6"9'-4"1'-2" 7'-10 3/4" F7 A5.601 _______ GL GLGL GL C1 A4.801 _______ C3 A4.801 _______8"NOTE:6" FRAME THICKNESS SIM MAIN LEVEL 100'-0" ET1 2'-8"5'-0"EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ 38'-2"VERIFY5'-4"ET1 VERIFY10'-8"SF9 ET1 ET1 ET1 ET1 ET1 ET1 ET1 ET1 ET1 ET1 ET1 ET1 ET1 ET1 ET1 ET1 ET1 ET1 ET1 ET1 ET1 ET1 NOTE:6" FRAME THICKNESS F1 A5.602 _______ E1 A5.602 _______C1 A5.603 _______ FR 3A 5"AS SCHEDULED2"AS SCHED AS SCHED 2"2"2" GL 2'-8"8"GL MAIN LEVEL 100'-0" SF7OVERALL HEIGHTOVERALL WIDTH NOTE:6" FRAME THICKNESS E6 A5.602 _______SIM C1 A5.602 _______ C7 A5.601 _______ F E D C B A 1 2 3 4 5 6 7 8 A MN Check: Drawn: Date: Comm: License Number: 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 under the laws of the State of Scale: Date 7/11/2023 5:43:18 PMBIM 360://222064 - Glacial Valley Park Building/222064 Glacial Valley Park Building.rvt1/4" = 1'-0"Central: BIM 360://222064 - Glacial Valley Park Building/222064 Glacial Valley Park Building.rvtCITY OF COTTAGE GROVE GLACIAL VALLEY PARK BUILDING A2.901 DOOR/FRAME/ STOREFRONT TYPES 12800 RAVINE PARKWAY S COTTAGE GROVE, MN 55016 9900 RAVINE PKWY S COTTAGE GROVE, MN 55016 222064 JW/JM MJS/AM/TC 11/08/2022 222064 Minnesota 11/08/2022 John McNamara 24281 ARCHITECT DOOR TYPES FRAME TYPES LOUVER TYPES STOREFRONT TYPE ELEVATIONS STOREFRONT TYPE ELEVATIONS GLAZING LEGEND GL: INTERIOR GLAZING ET1: TINTED INSULATED GLASS Revisions Description Date Num Addendum #1 11/28/2022 1 PR#04 07/12/2023 2 2 EARTH CONCRETE MASONRY/ STONE METAL WOOD INSULATION EARTH GRANULAR FILL SAND TERRAZZO TOPPING WIRE MESHCONCRETE/ PRECAST BRICK MORTAR NETBLOCK ALUMINUM OTHERFERROUS FINISHED PLYWOOD PARTICLE BOARDCONSTRUCTION LUMBER RIGID SPRAY FOAM SEMI RIGIDBATT MISCELLANEOUS EXISTING CUT STONE SYMBOLS EXISTING DEMOLISHED MISCELLANEOUS TILE ACOUSTIC TILE PLASTER ON METAL LATH EXPANSION JOINT MATERIAL METAL STUD WOOD STUD MASONRY BRICK & BLOCK CAVITY WALL GLAZED OPENING CONCRETE/ PRECAST PARTITIONS EXISTING EXISTING SYMBOLS DEMOLISHED A102 A102L 8'-8" C1 A5.2xx 2 GA2 W1 SF1 CW1 L1 D2 A4.2xx 2 DETAIL NO DRAWING NO DETAIL NO DRAWING NO DETAIL NO DRWG NO CURTAINWALL STOREFRONT LOUVER EXTERIOR WINDOWS WALL TYPES - INTERIOR HINGE SIDE BORROWED LIGHT DOOR OR WDW SWING & NO ROOM NAME REVISIONS ELEVATION NOTES APPLY MARKERBOARDS, TACKBOARDS, MAP RAILS NOTES, DIMENSIONS & DETAIL KEYS APPLY FROM NOTED DETAIL DETAIL REFERENCE OPENINGS, DEPRESSIONS OR AS NOTED ELEVATIONS GRIDS SECTIONS A102 3 B1 A4.1xx SYMBOLS 1 A4.7xx CLASSROOM 8'-0" MBD CEILING HEIGHT CEILING MATL/ FIN ACT 1/- ROOM NUMBER OWNER INFO, AS NEEDED LENGTH MATERIAL TYPE EXISTING WALL/ DOOR/ OTHER A102 CLASSROOM ART OR DEMOLISHED WALL/ DOOR/ OTHER C1 A5.1xx INTERIOR EXTERIOR MATCHLINE WALL TYPES - EXTERIOR WA-01 NON-BEARING WALL LINTEL SCHEDULE CLR MAS OPENING 4" WALL MASONRY LINTELS 1-#4 BOTTOM 4'-0" OR LESS 4'-1" TO 8'-0" 6" WALL 1-#4 BOTTOM 8" WALL 2-#4 BOTTOM 10" WALL 2-#4 BOTTOM 12" WALL 2-#4 BOTTOM 16" WALL NA 1-#5 BOTTOM 2-#5 BOTTOM 2-#5 BOTTOM 2-#5 BOTTOM CLR MAS OPENING 4" WALL STEEL LINTELS L3 1/2x3 1/2x5/16 4'-0" OR LESS 4'-1" TO 8'-0" 6" WALL 8" WALL 10" WALL 12" WALL 16" WALL 8'-1" TO 12'-0" 2-L2 1/2x 3 1/2x5/16 LLV 2-L3 1/2x3 1/2x5/16 2-L3 1/2x3 1/2x5/16 2-L5x3 1/2x5/16 LLV + 5/16x11 PLATE W8x10+ 5/16x15 PLATE L5x3 1/2x5/16 LLV 2-L5x3x5/16 LLV 2-L5x3 1/2x5/16 LLV 2-L5x3 1/2x5/16 LLV 2-L5x3 1/2x5/16 LLV + 5/16x11 PLATE W8x10+ 5/16x15 PLATE W8x15+ 5/16x15 PLATE W8x15+ 5/16x11 PLATE W8x15+ 5/16x9 PLATE W8x15+ 5/16x7 PLATE W8x15+ 5/16x5 PLATE NA GRAB BAR #2 4"- 6" 1'-0" 2'-0"39"- 41"33"-36"PAPER TOWEL DISPENSER SINK MIRROR (CENTERED ON THE SINK)MAX TO CONTROL3'-4"6'-2" MIN3'-2" MAX2'-10" MAXSOAP DISPENSER GRAB BAR #1 TOILET PAPER HOLDER 1'-0" 39" -41"33"-36"39" -41"18"RECESSED SNR AS OCCURS 1"42" PURSE SHELF IN WOMEN'S TOILET (LOCATE AT LEAST 6" FROM GRAB BARS) NOTE: HASHED AREA INDICATES ACCEPTABLE AREA FOR PROTRUDING TOILET ACCESSORIES1 1/2"24"48"36" NOTE: HASHED AREA INDICATES ACCEPTABLE AREA FOR RECESSED TOILET ACCESSORIES ACCEPTABLE PUSH BUTTON LOCATION ACCEPTABLE PUSH BUTTON LOCATION EQ EQ MIN 30" x 48" FOR ACCESS TO HANDICAPPED PUSH BUTTON CONTROL SWITCH REQUIRED, TYPICALEQEQ60" LONG PARALLEL APPROACH ZONE WHEN OPEN27" MIN TO BOTTOMWHEN OPEN34" MAX TO TOP44" MAX TO OPERABLE PARTFFE 30" MIN36" MAX3" DIA MINIMUM HANDICAPPED PUSH BUTTON CONTROL SWITCH ACCESSIBLETO SPOUT2'-9" - 3'-0"MIN2'-3"TO SPOUT3'-4" - 3'-6"D E F 2 G 106FD TOILET 106 GA7 MA3 GA6 CLEAR 6'-8" LAV-HC PTD WC-HC M No. 1 S. DISP GB NO 2 CHANGING STATION 7'-1" 4" 3'-4 3/4" SNR No. 1 GB NO 1 TPH 1'-4 1/2" MECHANICAL / JAN SUPPLY 105 1'-8"GB6 105FRP PANELING5'-0"2 1/2"10'-3"2'-6" 2'-0"3'-6"D7 A4.705 _______ D7 A4.705 _______ D7 A4.705 _______ B5 A4.705 _______ FD NOTE: REFER TO E4/A4.101, E5/A4.101, E6/A4.101, F6/A4.101, AND F8/A4.101 FOR STANDARD FIXTURE AND ACCESSORY MOUNTING DETAILS. GA6 GA7 FE GA7 1'-5" XA6 _______B5 A5.602 1 CONVECTOR UNIT, SEE MECH. 14'-9" XA5 1 3/4" 1'-8"1'-8"FD C7 A4.705 _______ 2 2 D E 3103104FD TOILET 104 FD TOILET 1037'-10"GA7 GA7 GB6 GB6 MA3 GA6 4" 6'-9 1/2" 1'-11 1/2" 6'-7" 4" TYP 1'-6" TYP 1'-6" CHANGING STATION GB NO 1 TPH SNR No. 1 GB NO 2 WC-HC PTD M No. 1 S. DISP LAV-HC GB NO 1 TPH SNR No. 1 GB NO 2 WC-HC PTD M No. 1 S. DISP LAV-HCCLR1'-3 1/2"CHANGING STATION GB5 GB5 1'-8"10" A4.706 F4 F6F7 F5 B5 A4.705 _______ B5 A4.705 _______ 8'-0" NOTE: REFER TO E4/A4.101, E5/A4.101, E6/A4.101, F6/A4.101, AND F8/A4.101 FOR STANDARD FIXTURE AND ACCESSORY MOUNTING DETAILS. CONVECTOR UNIT, SEE MECH. CONVECTOR UNIT, SEE MECH. 1 1 MAX TO CONTROL3'-4"F E D C B A 1 2 3 4 5 6 7 8 A MN NorthCheck: Drawn: Date: Comm: License Number: 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 under the laws of the State of Scale: Date 7/11/2023 5:43:23 PMBIM 360://222064 - Glacial Valley Park Building/222064 Glacial Valley Park Building.rvtAs indicatedCentral: BIM 360://222064 - Glacial Valley Park Building/222064 Glacial Valley Park Building.rvtCITY OF COTTAGE GROVE GLACIAL VALLEY PARK BUILDING A4.101 DETAILS - GENERAL - SYMBOLS, ABBREVIATIONS, ENLARGED PLANS 12800 RAVINE PARKWAY S COTTAGE GROVE, MN 55016 9900 RAVINE PKWY S COTTAGE GROVE, MN 55016 222064 JW/JM MJS/AM/TC 11/08/2022 222064 Minnesota 11/08/2022 John McNamara 24281 ARCHITECT RM ROOM RTU ROOF TOP UNIT RUB RUBBER RWL RAIN WATER LEADER SBD SMART BOARD SCHED SCHEDULE SD SOAP DISPENSER SF SQUARE FOOT (FEET) SF-__(#) STOREFRONT TYPE SIM SIMILAR SND SANITARY NAPKIN DISPENSER SNR SANITARY NAPKIN RECEPTOR SST STAINLESS STEEL STN STONE STRUCT STRUCTURAL TBD TACKBOARD TEMP TEMPORARY TERR TERRAZZO TO TOP OF TPH TOILET PAPER HOLDER TWC TACKABLE WALLCOVERING TYP TYPICAL UL UNDERWRITER'S LABORATORY UNO UNLESS NOTED OTHERWISE UR URINAL USF URETHANE SLURRY FLOORING V PLAS VENEER PLASTER VAT VINYL ASBESTOS TILE VCT VINYL COMPOSITION TILE VIF VERIFY IN FIELD VTR VENT THROUGH ROOF VWC VINYL WALLCOVERING VWF VINYL WALL FABRIC W-__(#) WINDOW TYPE WC WATER CLOSET WD WOOD WSCT WAINSCOT WWF WELDED WIRE FABRIC FFE FINISHED FLOOR ELEVATION FRP FIBERGLASS REINFORCED PANEL G BLK GLAZED CONCRETE BLOCK GA GAUGE GB GRAB BAR GRD BLK GROUND FACE CONCRETE BLOCK GST GLAZED STRUCTURAL TILE GWB GYPSUM BOARD HCAP HANDICAPPED HM HOLLOW METAL HT HOMOGENEOUS TILE ID INSIDE DIAMETER INSUL INSULATION L-__(#) LOUVER TYPE LAV LAVATORY LFD LINEAR FLOOR DRAIN LINO LINOLEUM LVT LUXURY VINYL TILE M/S MIRROR WITH SHELF MATL MATERIAL MAX MAXIMUM MBD MARKERBOARD MECH MECHANICAL MEF MOSAIC EPOXY FLOORING MIN MINIMUM MIR MIRROR MISC MISCELLANEOUS NIC NOT IN CONTRACT NO NUMBER NSF NON-SLIP FLOORING NTS NOT TO SCALE OH OVERHEAD P LAM PLASTIC LAMINATE P TILE PORCELAIN TILE PLAS PLASTER PT PAINT PTD PAINTED PVC POLYVINYL CHLORIDE PWP PLASTIC (PHENOLIC) WALL PANEL QRT QUARTZ QT QUARRY TILE R RADIUS RAF RESILIENT ATHLETIC FLOORING RCP REFLECTED CEILING PLAN RD ROOF DRAIN RES RESILIENT RF RESINOUS FLOORING RFT RUBBER FLOOR TILE RH RELIEF HOOD & AND @ AT ACT ACOUSTICAL CEILING TILE AF ACCESS FLOORING AFF ABOVE FINISHED FLOOR ALT #__ ALTERNATE NUMBER ALUM ALUMINUM AP ACCESS PANEL AWC ACOUSTICAL WALL COVERING AWF ACOUSTICAL WALL FABRIC AWP ACOUSTICAL WALL PANEL B BLK BURNISHED CONCRETE BLOCK BLDG BUILDING BO BOTTOM OF BRK BRICK C BLK CONCRETE BLOCK CG CORNER GUARD CIP CAST-IN-PLACE CJ CONTROL JOINT CL CENTER LINE CLG CEILING CM CULTURED MARBLE CMU CONCRETE MASONRY UNIT CONC CONCRETE CONT CONTINUOUS CPT CARPET CRF CHEMICAL RESISTANT FLOORING CT CERAMIC TILE CTP COUNTERTOP CU CONDENSING UNIT CUH CABINET UNIT HEATER CW-__(#) CURTAINWALL TYPE DEMO DEMOLITION DF DRINKING FOUNTAIN DIA DIAMETER DN DOWN E PT EPOXY PAINT EIFS EXTERIOR INSULATION AND FINISH SYSTEM EJ EXPANSION JOINT ELEC ELECTRICAL ELEV ELEVATION EPDM ETHYLENE PROPYLENE DIENE MONOMER EWC ELECTRIC WATER COOLER EXIST EXISTING EXP EXPOSED FD FLOOR DRAIN FE FIRE EXTINGUISHER FF&E FIXTURES SYMBOLS SYMBOLS SYMBOLS LINTEL SCHEDULE ABBREVIATIONS UNLESS NOTED OTHERWISE: 1. MASONRY LINTELS MAY BE USED FOR MASONRY WALL OPENINGS UNDER THE FOLLOWING CONDITIONS: A. THE HEIGHT OF THE MASONRY ABOVE THE OPENING IS AT LEAST EQUAL TO THE CLEAR WIDTH OF THE OPENING. B. THE LENGTH OF THE WALL AND DISTANCE TO THE NEAREST CONTROL JOINT ON EACH SIDE OF THE OPENING IS AT LEAST EQUAL TO THE CLEAR OPENING WIDTH. 2. USE STEEL LINTELS AT NON-BEARING WALL OPENINGS NOT MEETING MASONRY CONDITIONS. STEEL LINTELS BY MISCELLANEOUS METALS. 3. MASONRY LINTELS MAY BE USED FOR ANY LINTEL IN SOLIDLY GROUTED WALLS UP TO 8'-0" SPAN. 4. MASONRY LINTELS ARE 8" TALL LINTEL BLOCK FILLED WITH 3,000 PSI CONCRETE W/4 1/2" MIN FROM TOP OF LINTEL TO REINFORCING. 5 BEAR LINTELS 8" MINIMUM EACH SIDE OF OPENING, THEREFORE CLEAR OPENING PLUS 1'-4". 6. PROVIDE LINTELS FOR ALL OPENINGS NOT TIGHT TO DECK, INCLUDING MECHANICAL AND ELECTRICAL PENETRATIONS THROUGH MASONRY WALLS, INCLUDING DUCT OPENINGS, UNIT VENTILATORS, UNIT HEATERS, LOUVERS. 7. STEEL LINTEL PLATES SHOULD BE CENTERED IN THE WALL. EDGE OF PLATES SHALL BE A MINIMUM 5/16" FROM EACH SIDE. 8. REFER TO STRUCTURAL DRAWINGS FOR MASONRY BEARING WALL LINTELS. 9. WHERE STEEL LINTELS ARE EXPOSED, SOAP CONCRETE BLOCK ON EITHER SIDE TO CONCEAL LINTEL IN MASONRY WALLS. INTERIOR MATERIAL FINISH/ COLOR SCHEDULE Key Item Manufacturer Color/ Finish 04 20 00 Unit Masonry BLK-1 Burnished Block County Materials Premier Ultra Burnished; Color: Black Granite (63-290C) 06 65 10 Solid Surface Fabrications SSF-1 Solid Surface Fabrications Corian Color: Ash Aggregate 06 83 16 Fiber Reinforced Panels Fiber Reinforced Panels As Specified Color: White 08 14 00 Wood Doors Prefinished Stained Wood Door VT Industries Color: White Oak/ Alpine, AL18 08 36 00 Sectional Metal Overhead Doors Factory Painted Door Panels As specified Color: As selected by Architect 08 40 00 Aluminum Entrances, Storefronts, and Curtain Walls Anodized Doors Curtainwalls And Accessories EFCO Color: Clear anodized Sealant-CW/SF As specified Color: To match sample supplied by Architect 09 30 00 Tile P TILE-1 Porcelain Floor Tile DalTile Color: Chord Forte Grey CH25 Light Polished P TILE-2 Porcelain Wall Tile DalTile Color: Color Wheel Linear K775 Matte Biscuit Grout- Porcelain Floor Tile Mapei Corporation Color: 104 Timberwolf Grout- Porcelain Wall Tile Mapei Corporation Color: 14 Biscuit 09 65 00 Resilient Flooring VB-1 Vinyl Base Johnsonite Color: 460 Cotton W 09 65 66 Resilient Athletic Flooring RAF-1 Resilient Athletic Flooring Sportfloor Stamina Color: Black 09 68 00 Carpet CPT-1 Carpet Milliken Pattern/ Color: Motionscape Rapid/RAP94-79 Swift Two 09 83 13 Acoustic Wall Panels AWP-1 Fabric Carnegie Xorel Fabric/ Color: Meteor 6427-769 09 91 00 Painting PT-1 PT 1-Exterior HM doors and frames Sherwin Williams Color: SW 7069 Iron Ore PT-2 PT 2-Exterior Misc. Metals, Mech. Piping, Equipment Sherwin Williams Color: SW 7069 Iron Ore PT-3 PT 3-Exterior Rooftop Equipment Sherwin Williams Color: SW 7069 Iron Ore PT-4A PT 4A-Interior HM Frames Sherwin Williams Color: SW 7069 Iron Ore PT-4B PT 4B-Interior HM Doors Sherwin Williams Color: SW 7069 Iron Ore PT-5 PT 5-Interior Misc. Metals Sherwin Williams Color: SW 7069 Iron Ore PT-6A PT 6A-Walls Sherwin Williams Color: SW 7001 Marshmallow PT-8 PT 8-Ceilings Sherwin Williams Color: SW 7069 Iron Ore 12 24 00 Window Shades Window Shades SWFcontract Color: Zenith Ebony Stripe C9506 12 32 16 Plastic Laminate Casework PLAM-1 Plastic Laminate Pionite Color: Wisconsin Oak WO581-SD PLAM-2 Plastic Laminate - Accent Wilsonart Color: 7997-38 Ebony Recon Fine Velvet Finish Grand total: 405 0 3/8" = 1'-0" ADULT HCAP WCE5 2' 4' 0 3/8" = 1'-0" LAV ELEVE6 2' 4' 0 3/8" = 1'-0" ADULT HCAP WCE4 2' 4' 0 1/4" = 1'-0" PLAN AT HCAP PUSH BUTTON LOCATIONSF4 3' 6' 0 3/8" = 1'-0" BABY CHANGING STATIONF8 2' 4' 0 3/8" = 1'-0" ELEV AT HCAP PUSH BUTTONF5 2' 4' 0 3/8" = 1'-0" EWCE8 2' 4' 0 1/4" = 1'-0" ENLARGED PLAN AT TOILET 106 AND MECHANICAL 105D5 3' 6' 0 1/4" = 1'-0" ENLARGED PLANS AT TOILETS 103 AND 104D3 3' 6' 0 3/8" = 1'-0" HAND DRYERF6 2' 4' Revisions Description Date Num Addendum #1 11/28/2022 1 PR#04 07/12/2023 2 SEAL ALL MECHANICAL/ELECTRICAL PENETRATIONS W/ACOUSTIC SPRAY OR FIRESTOPPING SYSTEM EXTEND BRICK ONE COURSE ABOVE CEILING, AS OCCURS BRICK AS DETAILED/SCHEDULED ROOF OR FLOOR CONCRETE STRUCTURE AT NON BEARING WALLS SUPPORT WALL WITH 4" x 4" x 1/4" x 1'-0" LONG EACH SIDE AT 5'-0" OC AND ANCHOR WITH (2) 3/8" EXP BOLTS @ 5'-0" OC (AFTER INSTALLATION OF INSULATION AND SEALANT) MAINTAIN 1'' GAP AND FILL VOID W/ACOUSTIC SPRAY SYSTEM (@ RATED WALLS USE FIRESTOPPING SYSTEM) 1" CLEAR2 - #4 REBAR IN THICKENED CONCRETE SLAB HORIZONTAL JOINT REINFORCEMENT EVERY OTHER COURSE CONCRETE BLOCK BELOW FOR DIMENSION SEE SCHEDULE 4" 2x WALL THICKNESS 4" 4 5 ° 0 0 ' 0 0 " SEAL ALL MECHANICAL/ELECTRICAL PENETRATIONS W/ACOUSTIC SPARY OR FIRESTOPPING SYSTEM AT NON BEARING WALLS WELD ANGLE 4 x 4 x 1/4" x 1'-0" LONG TO BOTTOM CHORD OF BAR JOIST TYPICAL BOTH SIDES BAR JOIST, AS OCCURS PROVIDE SLOT IN CONCRETE BLOCK, 2" CLEAR ON BOTTOM AND 1/2" WIDER THAN BAR JOIST; FILL VOID W/SOUND BATT INSUL AND SEALANT (@ RATED WALLS USE FIRESTOPPING SYSTEM) CONCRETE BLOCK BETWEEN JOIST; MAINTAIN 1" BETWEEN BLOCK AND DECK FILL VOID W/ACOUSTIC SPRAY SYSTEM (@ RATED WALLS USE FIRESTOPPING SYSTEM) ROOF DECK ROOF DECK; SEE STRUCT BAR JOIST; SEE STRUCT L 3x3x1/4 @ EACH BOTTOM CHORD PANEL POINT - UNO L 4x4x1/4x1'-0" NOTE: 1. ALL CONNECTIONS TO BE WELDED 2. BRACING TO OCCUR ON EACH SIDE OF WALL CONCRETE SLAB (SEE STRUCTURAL), VAPOR BARRIER, SAND CUSHION CEILING AS OCCURS HEAD AT CONCRETE STRUCTURE HEAD AT PERPENDICULAR STEEL STRUCTURE HEAD AT PARALLEL STEEL STRUCTURE MAINTAIN 1'' GAP AND FILL VOID W/ACOUSTIC SPRAY SYSTEM (@ RATED WALLS USE FIRESTOPPING SYSTEM) SEAL ALL MECHANICAL/ELECTRICAL PENETRATIONS W/ACOUSTIC SPRAY OR FIRESTOPPING SYSTEM FLOOR FINISH AND BASE AS SCHEDULED 2 HR WALL ASSEMBLY TO COMPLY WITH IBC TABLE 721.1 (2) ONE OF THE FOLLOWING ITEMS 3-1.1; 3-1.2; 3-1.3; 3-1.4. METAL OR CONCRETE DECK, AS OCCURS FILL VOID WITH ACOUSTIC SPRAY SYSTEM (@ RATED WALLS USE FIRESTOPPING SYSTEM) (EACH SIDE) ALLOW FOR 1" ROOF DEFLECTION @ TOP OF WALL @ BOTTOM OF BAR JOIST, DO NOT ATTACH GWB TO TOP TRACK CEILING, AS OCCURS SOUND ATTENUATION BATT INSUL (SEE SCHEDULE BELOW) SEAL ALL MECHANICAL/ELECTRICAL PENETRATIONS W/ACOUSTIC SPRAY OR FIRESTOPPING SYSTEM FLOOR FINISH AND BASE AS SCHEDULED MTL STUD FRAMING @ 16'' OC 5/8'' GWB, EACH SIDE SEAL ALL VOIDS AROUND BAR JOIST WITH INSUL AND SEALANT OR FIRESTOPPING SYSTEM AND ADDITIONAL LAYERS OF GWB, AS REQUIRED (ALLOW FOR DEFLECTION) SEALANT EACH SIDE (WHEN WALL IS INSULATED) BELOW FOR DIMENSION SEE SCHEDULE SET ALL STUD TRACKS AND PERIMETER STUDS IN ACOUSTICAL SEALANT AT INSULATED WALLS A7 A4.705 _______ @ INSULATED WALLS 1 HR WALL ASSEMBLY TO COMPLY WITH UL DESIGN W415, W409, U465, ITS DESIGN NGC/WA 60-01 METAL OR CONCRETE DECK, AS OCCURS FILL VOID WITH ACOUSTIC SPRAY SYSTEM ALLOW FOR 1" ROOF DEFLECTION @ TOP OF WALL @ BOTTOM OF BAR JOIST, DO NOT ATTACH GWB TO TOP TRACK CEILING, AS OCCURS SOUND ATTENUATION BATT INSUL (SEE SCHEDULE BELOW) SEAL ALL MECHANICAL/ELECTRICAL PENETRATIONS W/ACOUSTIC SPRAY FLOOR FINISH AND BASE AS SCHEDULED METAL STUD FRAMING @ 16'' OC 5/8'' GWB SEAL ALL VOIDS AROUND BAR JOIST WITH INSUL AND SEALANT AND ADDITIONAL LAYERS OF GWB, AS REQUIRED (ALLOW FOR DEFLECTION) BELOW FOR DIMENSION SEE SCHEDULE WHEN "LEAD LINED" IS SCHEDULED BELOW, ADD AN ADDITIONAL LAYER OF 3/8'' DRYWALL ON TOP OF STUD AND BEFORE LEAD LINING SET ALL STUD TRACKS AND PERIMETER STUDS IN ACOUSTICAL SEALANT AT INSULATED WALLS A7 A4.705 _______ @ INSULATED WALLS METAL OR CONCRETE DECK, AS OCCURS FILL VOID WITH ACOUSTIC SPRAY SYSTEM (@ RATED WALLS USE FIRESTOPPING SYSTEM) (EACH SIDE) ALLOW FOR 1" ROOF DEFLECTION @ TOP OF WALL @ BOTTOM OF BAR JOIST, DO NOT ATTACH GWB TO TOP TRACK CEILING, AS OCCURS SOUND ATTENUATION BATT INSUL (SEE SCHEDULE BELOW) SEAL ALL MECHANICAL/ELECTRICAL PENETRATIONS W/ACOUSTIC SPRAY OR FIRESTOPPING SYSTEM FLOOR FINISH AS SCHEDULED 5/8'' GYPSUM WALLBOARD SEAL ALL VOIDS AROUND BAR JOIST WITH INSUL AND SEALANT OR FIRESTOPPING SYSTEM AND ADDITIONAL LAYERS OF GWB, AS REQUIRED (ALLOW FOR DEFLECTION) SET ALL STUD TRACKS AND PERIMETER STUDS IN ACOUSTICAL SEALANT AT INSULATED WALLS A7 A4.705 _______@ INSULATED WALLS 1 HR WALL ASSEMBLY TO COMPLY WITH UL DESIGN W415, W409, U465, ITS DESIGN NGC/WA 60-01 1/2"8"MTL STUD FRAMING @ 16'' OC 8" BASE COURSE CAST STONE, 3'-0" SEGMENTS TYPICAL STONE MASONRY VENEER TO ABOVE CEILING, PATTERN TO MATCH EXTERIOR; SEE ANCHOR MASONRY TO STUD BACKUP HORIZONTALLY 16" O.C. AND VERTICALLY 24" O.C. 4"1 1/2" F1/A5.101 FIRESTOPPING SYSTEM ROOF DECK OR FLOOR STRUCTURE ALLOW FOR 1'' ROOF DEFLECTION, DO NOT FASTEN GWB TO TOP TRACK SHAFT WALL SYSTEM: 1'' GYPSUM CORE BD SHAFT WALL STUDS 1 LAYER 5/8'' GWB OR AS REQUIRED BY MANUFACTURER'S REQUIREMENTS TO MEET UL DESIGN CEILING, AS OCCURS SOUND ATTENUATION BLANKET (SEE SCHEDULE BELOW) SHAFT WALL STUD FRAMING FIRE RESISTIVE JOINT SYSTEM FINISHED FLOOR AND BASE AS SCHEDULED SEAL ALL MECHANICAL/ELECTRICAL PENETRATIONS W/ FIRESTOPPING SYSTEM BELOW FOR DIMENSION SEE SCHEDULE 1-HOUR SHAFT WALL ASSEMBLY TO COMPLY WITH A TESTING AGENCY PROVIDED BY CONTRACTOR BASED ON PRODUCT MANUFACTURER USED. F E D C B A 1 2 3 4 5 6 7 8 A MN Check: Drawn: Date: Comm: License Number: 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 under the laws of the State of Scale: Date 7/11/2023 5:43:36 PMBIM 360://222064 - Glacial Valley Park Building/222064 Glacial Valley Park Building.rvt1 1/2" = 1'-0"Central: BIM 360://222064 - Glacial Valley Park Building/222064 Glacial Valley Park Building.rvtCITY OF COTTAGE GROVE GLACIAL VALLEY PARK BUILDING A4.701 DETAILS - INTERIOR WALL TYPES 12800 RAVINE PARKWAY S COTTAGE GROVE, MN 55016 9900 RAVINE PKWY S COTTAGE GROVE, MN 55016 222064 JW/JM MJS 11/08/2022 222064 Minnesota 11/08/2022 John McNamara 24281 ARCHITECT 0 1 1/2" = 1'-0" WALL TYPE MA _ 1/2'1' TYPE BLOCK SIZE INSULATION MIN STC NOTES MA3 8" NONE 48 0 1 1/2" = 1'-0" WALL TYPE GA _ 1/2'1' TYPE STUD SIZE INSULATION MIN STC NOTES GA6 3 5/8" SOUND BATT 48 GA7 6" SOUND BATT 48 0 1 1/2" = 1'-0" WALL TYPE GB _ 1/2'1' TYPE STUD SIZE INSULATION MIN STC NOTES GB4 1 5/8" SOUND BATT N/A GB5 2 1/2" SOUND BATT N/A GB6 3 5/8" SOUND BATT N/A GB7 6" SOUND BATT N/A 0 1 1/2" = 1'-0" WALL TYPE GBM 1/2'1' TYPE STUD SIZE INSULATION MIN STC NOTES GBM 3 5/8" SOUND BATT N/A Revisions Description Date Num PR#04 07/12/2023 1 0 1 1/2" = 1'-0" WALL TYPE XA_ 1/2'1' TYPE STUD SIZE INSULATION MIN STC NOTES XA5 2 1/2" SOUND BATT 37 XA6 4" SOUND BATT 48 1 MAIN LEVEL 100'-0" T.O. STONE 114'-5 3/8" 4 3 2 1 07.0207.0107.02 07.02 06.10 BEYOND 07.03 04.0104.02 08.58 04.01 04.02 08.0708.07 08.07 08.58 07.03 04.01 BEYOND BRICK LEDGE 99'-0" T.O. STUD 120'-4" 09.68 TYP 08.59 04.02 26.9704.03 _______F8 A5.101 1 MAIN LEVEL 100'-0" T.O. STONE 114'-5 3/8" A B C D E F J L M N P QGKH 07.04 04.02 06.10 BEYOND SEE ELEVATION F3/A5.101 07.03 04.01 08.58 07.02 07.01 06.10 08.58 04.0104.02 04.01 04.0204.0104.02 07.01 BEYOND BRICK LEDGE 99'-0" T.O. STUD 120'-4" 09.6809.68 04.03 6"H VINYL GRAPHIC SIGNAGE; VERIFY BUILDING ADDRESS WITH OWNER MAIN LEVEL 100'-0" T.O. STONE 114'-5 3/8" 4321 06.10 BEYOND 04.02 04.01 08.0708.58 04.01 04.02 08.07 04.0208.5808.07 04.01 BEYOND 07.0307.0207.0207.0207.03 BRICK LEDGE 99'-0" T.O. STUD 120'-4" 09.68 04.03 TYP 26.97 2'-8"ALTERNATE NO. 2 FDC - SEE MECH _______F8 A5.101 1 MAIN LEVEL 100'-0" T.O. STONE 114'-5 3/8" ABCDEFJLMNPQGKH 08.12 08.1107.06 07.0607.06 07.0607.06 08.12 08.12 07.02 06.1007.01 07.01 BRICK LEDGE 99'-0" T.O. STUD 120'-4" 04.01 BEYOND 04.01 07.03 CEILING 08.5808.0704.0104.02 09.68 05.9505.95 09.6809.68 04.02 SEE ELEVATION F6/A5.101 SIM 04.03 TYP 04.02 2 2 BASE ML 100'-0" BRICK LEDGE 99'-4"8"3C8"5 3/8"3C8"2 5/8"3C8"5C1'-1 3/8"2 5/8"2 5/8"2 5/8"8C1'-9 3/8"4C10 5/8"2 5/8"5 3/8"5 3/8"4C10 5/8"3C8"5 3/8"6 C1'-4"2 5/8"3C8"2 5/8"2 5/8"2 5/8"3C8"2C1C 1C1C1C 1C 2C 2C 2C 1C 1C1C1C T.O. MASONRY 114'-5 3/8"STONE MASONRY VENEER FINISH/COLOR LEGEND HONED/CREAM SPLIT FACE/CREAM, RECESSED 1/2" HONED/BUFF SPLIT FACE/BUFF, RECESSED 1/2"62 COURSES STONE MASONRY13'-9 3/8"CAST STONE BASE COURSE, SEE SECTIONS NOTE: COURSED ASHLAR PATTERN AS DRAWN IS REPRESENTATIVE OF DESIGN INTENT. STONE MASONRY UNITS TO VARY IN LENGTH FROM 8 INCHES MINIMUM TO 30 INCHES MAXIMUM. HEAD JOINTS SHALL NOT STACK ON CONSECUTIVE COURSES. NOTE: PROVIDE A 4' X 4' MOCK UP OF ENTIRE WALL ASSEMBLY (STONE MASONRY VENEER ON STUD BACKUP, SEE DETAIL B6/A5.200) FOR APPROVAL BY ARCHITECT PRIOR TO INSTALLATION. PROVIDE AN 8" DEEP CAST IN PLACE CONCRETE BASE FOR A TOTAL MOCK-UP HEIGHT OF 4'-8". F3 A5.501 _______ 1 J MK 2'-0"4"8"2 1/2"3"4"H ALUM DIMENSIONAL CHARACTERS, POWDER-COATED FINISH 8"H BOLD ALUM DIMENSIONAL CHARACTERS, POWDER-COATED FINISH8"3'-0"1'-5"21'-8" 04.01 NOTES: - SEE STRUCTURAL FOR FOUNDATION AND FOOTING REQUIREMENTS - ALL TYPE FACE TO BE ARIAL - ALL LETTERS TO BE PIN MOUNTED WITH 1/2" STANDOFF - SEE ELECTRICAL FOR EXTERNAL LIGHTING 10.06 04.02 1'-0"6'-0" GLUE-LAMINATED COLUMNS - SEE STRUCTURAL 09.6809.68 F6 A6.001 _______ 14'-0 1/2"6'-5"1'-2 1/2" TYP STONE MASONRY CAP JOINTS - SEE PLAN ALIGN CAST STONE MASONRY JOINTS WITH STONE MASONRY CAP JOINTS - TYPALIGN1 4"2'-0"8"3'-0"EQ EQ 2'-5" 04.0204.01 GRADE/PAVING - SEE CIVIL 09.68 10.06 GLU-LAMINATED COLUMN - SEE STRUCTURAL F6 A6.001 _______ AS OCCURS B6 A5.602 _______ B6 A5.602 _______ C6 A5.602 _______ F1 A5.602 _______ ALIGN ALIGN ALIGN F E D C B A 1 2 3 4 5 6 7 8 A MN Check: Drawn: Date: Comm: License Number: 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 under the laws of the State of Scale: Date 7/11/2023 5:43:43 PMBIM 360://222064 - Glacial Valley Park Building/222064 Glacial Valley Park Building.rvtAs indicatedCentral: BIM 360://222064 - Glacial Valley Park Building/222064 Glacial Valley Park Building.rvtCITY OF COTTAGE GROVE GLACIAL VALLEY PARK BUILDING A5.101 EXTERIOR ELEVATIONS 12800 RAVINE PARKWAY S COTTAGE GROVE, MN 55016 9900 RAVINE PKWY S COTTAGE GROVE, MN 55016 222064 JW/JM TC/MJS 11/08/2022 222064 Minnesota 11/08/2022 John McNamara 24281 ARCHITECT MATERIALS KEY KEY MATERIAL 04.01 STONE MASONRY VENEER (SEE ENLARGED ELEVATION FOR PATTERN) 04.02 CAST STONE MASONRY 04.03 STONE MASONRY VENEER CONTROL JOINT 05.95 PIPE BOLLARD - PAINT PT-8 06.10 GLUED-LAMINATED CONSTRUCTION 07.01 PREFINISHED SHEET METAL COPING #1 (SANDSTONE) 07.02 PREFINISHED SHEET METAL COPING/FLASHING #2 (MATTE BLACK) 07.03 FIBER CEMENT PANELS AND VERTICAL TRIM SIDING 07.04 THERMALLY MODIFIED WOOD SOFFIT 07.06 PREFINISHED ALUMINUM PANEL 08.07 PREFINISHED ALUMINUM FRAME 08.11 SECTIONAL METAL OVERHEAD DOOR 08.12 FOLDING GLASS DOOR SYSTEM 08.58 EXTERIOR GLAZING 08.59 PREFINISHED METAL LOUVER 09.68 PT-8 (ON EXPOSED STEEL) 10.06 ALUMINUM DIMENSIONAL LETTER SIGNAGE 26.97 EXTERIOR LIGHTING (SEE ELEC.) 0 1/8" = 1'-0" EAST EXTERIOR ELEVATIONC5 6' 12' 0 1/8" = 1'-0" SOUTH EXTERIOR ELEVATIONE1 6' 12' 0 1/8" = 1'-0" WEST EXTERIOR ELEVATIONE5 6' 12' 0 1/8" = 1'-0" NORTH EXTERIOR ELEVATIONC1 6' 12' 0 1/2" = 1'-0" STONE MASONRY VENEER ELEVATION PATTERNF1 1'-6" 3' 0 1/2" = 1'-0" MONUMENT SIGNF3 1'-6" 3' 0 1/2" = 1'-0" MONUMENT/COLUMN WRAP SIDE ELEVATIONF6 1'-6" 3' Revisions Description Date Num Addendum #1 11/28/2022 1 PR#04 07/12/2023 2 EXTERIOR ELEVATIONS GENERAL NOTES 1. WHERE NOT SHOWN, MASONRY VENEER EXPANSION JOINTS ARE TO BE LOCATED AT A MINIMUM OF 2 FEET AND 10 FEET FROM OUTSIDE CORNERS, AT INSIDE CORNERS, ABOVE WINDOW AND DOOR JAMBS, BETWEEN DISSIMILAR MATERIALS, AND NO MORE THAN 20 FEET ON CENTER ELSEWHERE. 0 1/4" = 1'-0" ENLARGED ELEVATION AT ALUM TRIMF8 3' 6' 1 MAIN LEVEL 100'-0" Q T.O. STUD VARIES, SEE ELEV T.O. BEAM VARIES, SEE STRUCT SEE ELEVATIONSVARIES2'-8"FDN/FOOTING SEE STRUCTURAL PREFINISHED METAL COPING ROOFING SYSTEM GLULAM BEAM AND DECK AS OCCURS, SEE STRUCT FLOOR CONSTRUCTION: -HEATED CONCRETE SLAB ON GRADE, SEE STRUCT & MECH -2" FLOOR INSULATION -VAPOR BARRIER -AGGREGATE BASE, SEE CIVIL 3" PERIMETER INSULATION E-PS06 E-FS06 CAST STONE LEDGE SEE ELEVATIONS _______D1 A5.200 _______F3 A5.501 _______C6 A5.602 _______B6 A5.602 1 MAIN LEVEL 100'-0" Q T.O. STEEL 112'-8" T.O. STUD 114'-5 3/8" FDN/FOOTING SEE STRUCTURAL FLOOR CONSTRUCTION: -HEATED CONCRETE SLAB ON GRADE, SEE STRUCT & MECH -2" FLOOR INSULATION -VAPOR BARRIER -AGGREGATE BASE, SEE CIVIL 3" SLAB PERIMETER INSULATION PREFINISHED METAL COPING ROOFING SYSTEM CEILING AS OCCURS, SEE REFLECTED CEILING PLANS E-PS06 CAST STONE LEDGE SEE ELEVATIONS 13'-9 3/8"8"E-SS06 _______B1 A5.200 _______F3 A5.501 1 MAIN LEVEL 100'-0" Q SEE ELEVATIONSVARIES2'-8"STOREFRONT SYSTEM, SEE ELEVATIONS T.O. STUD VARIES, SEE ELEV T.O. BEAM VARIES, SEE STRUCT FDN/FOOTING SEE STRUCTURAL NOTES APPLY A5.201 D1 CAST STONE LEDGE SEE ELEVATIONS E-PS06 E-FS06 _______D1 A5.200 _______C5 A5.602 _______F1 A5.602 _______F3 A5.501 1 MAIN LEVEL 100'-0" Q T.O. STEEL 112'-8" T.O. STONE 114'-5 3/8" FDN/FOOTING SEE STRUCTURAL NOTES APPLY A5.201 F1 CAST STONE LEDGE SEE ELEVATIONS SEE PLAN FOR WALL TYPE DUCT, SEE MECHANICAL LOUVER _______B1 A5.200 _______F5 A5.601 _______D5 A5.601 _______F3 A5.501 1 MAIN LEVEL 100'-0" Q T.O. BEAM VARIES, SEE STRUCT T.O. ST0NE 114'-5 3/8" FDN/FOOTING SEE STRUCTURAL T.O. STUD VARIES, SEE ELEV. PREFINISHED METAL COPING ROOFING SYSTEM GLULAM BEAM AND DECK AS OCCURS, SEE STRUCT FLOOR CONSTRUCTION: -HEATED CONCRETE SLAB ON GRADE, SEE STRUCT & MECH -2" FLOOR INSULATION -VAPOR BARRIER -AGGREGATE BASE, SEE CIVIL 3" PERIMETER INSULATION CEILING AS OCCURS, SEE RELFECTED CEILING PLANS CAST STONE LEDGE SEE ELEVATIONS T.O. CAST STONE 108'-0" _______E3 A5.200 _______F3 A5.501 1 MAIN LEVEL 100'-0" Q _______C7 A5.501 NOTES APPLY A5.201 F2 STOREFRONT SYSTEM, SEE ELEVATIONS STOOP T.O. BEAM VARIES, SEE STRUCT T.O. STONE 114'-5 3/8" FDN/FOOTING SEE STRUCTURAL T.O. STUD VARIES, SEE ELEV._______E3 A5.200 _______C1 A5.602 MAIN LEVEL 100'-0" 3 STOREFRONT SYSTEM, SEE ELEVATIONS FLOOR CONSTRUCTION: -HEATED CONCRETE SLAB ON GRADE, SEE STRUCT & MECH -2" FLOOR INSULATION -VAPOR BARRIER -AGGREGATE BASE, SEE CIVIL 3" SLAB PERIMETER INSULATION ROOFING SYSTEM GLULAM AND STEEL BEAMS, SEE STRUCT CEILING AS OCCURS, SEE REFLECTED CEILING PLANS T.O. STEEL 112'-8" FDN/FOOTING SEE STRUCTURAL SLOT DIFFUSER & PLENUM BOX, SEE MECH CONC WALK AS OCCURS, SEE CIVIL NOTES APPLY A5.202 C1 ES-WS03 _______D7 A5.601 _______B1 A5.601 SIM 1 1 MAIN LEVEL 100'-0" 2 T.O. STEEL 112'-8" FDN/FOOTING SEE STRUCTURAL T.O. STONE 114'-5 3/8" E-PS06 E-SS06 CAST STONE LEDGE SEE ELEVATIONS T.O. CAST STONE 108'-0" NOTES APPLY A5.201 B1 _______B1 A5.200 _______F3 A5.501 1 MAIN LEVEL 100'-0" 2 FDN/FOOTING SEE STRUCTURAL NOTES APPLY A5.201 B1 STOOP HM DOOR AND FRAME _______C7 A5.501 T.O. STEEL 112'-8" T.O. STONE 114'-5 3/8" _______B1 A5.200 _______C3 A5.602 MAIN LEVEL 100'-0" 2 T.O. STONE 114'-5 3/8" FDN/FOOTING SEE STRUCTURAL T.O. STEEL 112'-8" NOTES APPLY A5.201 B1 CONCRETE APRON W/ STOOP FOUNDATION, SEE PLAN FOR EXTENTS SECTIONAL OVERHEAD DOOR T.O. OPENING 108'-0" _______C7 A5.501 _______B1 A5.200 _______C3 A5.601 _______F3 A5.601 MAIN LEVEL 100'-0" 2 FDN/FOOTING SEE STRUCTURAL T.O. STEEL 112'-8" T.O. STONE 114'-5 3/8" CAST STONE LEDGE SEE ELEVATIONS BRACE FRAME AS OCCURS, SEE STRUCTURAL FLOOR CONSTRUCTION: -CONCRETE SLAB ON GRADE, SEE STRUCT -VAPOR BARRIER -AGGREGATE BASE, SEE CIVIL 2" PERIMETER INSULATION PREFINISHED METAL COPING ROOFING SYSTEM E-SS06 E-PS06 _______B1 A5.200 _______F3 A5.501 1 F E D C B A 1 2 3 4 5 6 7 8 A MN Check: Drawn: Date: Comm: License Number: 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 under the laws of the State of Scale: Date 7/11/2023 5:43:48 PMBIM 360://222064 - Glacial Valley Park Building/222064 Glacial Valley Park Building.rvt3/8" = 1'-0"Central: BIM 360://222064 - Glacial Valley Park Building/222064 Glacial Valley Park Building.rvtCITY OF COTTAGE GROVE GLACIAL VALLEY PARK BUILDING A5.201 WALL SECTIONS 12800 RAVINE PARKWAY S COTTAGE GROVE, MN 55016 9900 RAVINE PKWY S COTTAGE GROVE, MN 55016 222064 JW/JM MJS 11/08/2022 222064 Minnesota 11/08/2022 John McNamara 24281 ARCHITECT 0 3/8" = 1'-0" TYPICAL SECTION AT FIBER CEMENT SIDINGD1 2' 4' 0 3/8" = 1'-0" TYPICAL SECTION AT STONE MASONRY - HEATED SLABF1 2' 4' 0 3/8" = 1'-0" STOREFRONT SECTION AT FIBER CEMENT SIDINGD2 2' 4'0 3/8" = 1'-0" SECTION AT EAST LOUVERD7 2' 4' 0 3/8" = 1'-0" SECTION AT STONE MASONRY / STEPPED PARAPETF2 2' 4' 0 3/8" = 1'-0" SECTION AT STOOP 110CD4 2' 4' 0 3/8" = 1'-0" SECTION AT STOREFRONT 3D5 2' 4' 0 3/8" = 1'-0" SECTION AT PARKS STORAGEB4 2' 4'0 3/8" = 1'-0" SECTION AT HM DOORB5 2' 4' 0 3/8" = 1'-0" SECTION AT OVERHEAD DOORB2 2' 4'0 3/8" = 1'-0" TYPICAL SECTION AT STONE MASONRY - UNHEATED SLABB1 2' 4' Revisions Description Date Num Addendum #1 11/28/2022 1 PR#04 07/12/2023 2 2 PLUMBING PLAN GENERAL NOTES: 1. MECHANICAL CONTRACTOR SHALL DETERMINE LIMITATIONS AND/OR CONFLICTS RELATIVE TO THE EXECUTION OF HIS WORK PRIOR TO BID. VERIFY EXACT DETAIL OF INSTALLATION REQUIRED TO PROVIDE SYSTEMS SHOWN WITHIN SPACE INTENDED. 2. ALL RISES AND DROPS IN PIPING ARE NOT NECESSARILY SHOWN. LAYOUT ROUTING AND COORDINATE WORK WITH OTHER TRADES BEFORE CONSTRUCTION. 3. MECHANICAL CONTRACTOR SHALL BE RESPONSIBLE FOR CUTTING AND PATCHING OF CONSTRUCTION UNLESS OTHERWISE NOTED ON THE PLANS. NO CUTTING OF STRUCTURAL MEMBERS OR STRUCTURE WHICH WILL DETERIORATE THE INTEGRITY AND STRENGTH OF THE BUILDING WILL BE ALLOWED WITHOUT WRITTEN APPROVAL FROM THE STRUCTURAL ENGINEER. 4. LOCATE ALL VALVES, METERS, GAUGES AND PIPING SPECIALTIES ABOVE ACCESSIBLE CEILINGS. 5. COORDINATE ALL UTILITY CONNECTION SIZES, LOCATIONS, AND INVERTS WITH THE SITE UTILITY CONTRACTOR. 6. INSTALL WALL HYDRANTS AT 2'-0" ABOVE FINISHED GRADE. FIELD VERIFY EXACT LOCATION. 7. REFER TO PLUMBING RISER DIAGRAMS FOR ADDITIONAL PIPE SIZES NOT SHOWN ON DRAWING. 8. PROVIDE AND INSTALL ALL LOW VOLTAGE WIRING TO ELECTRONIC PLUMBING FIXTURES IN A CONTINUOUS RACEWAY SYSTEM TO CONFORM TO ALL DIVISION 26 REQUIREMENTS. WORK TO INCLUDE TRANSFORMERS AS NECESSARY FOR THE CONNECTED QUANTITY OF FIXTURES, WIRING, CONDUIT, JUNCTION BOXES, AND FINAL CONNECTIONS. THE ELECTRICAL CONTRACTOR WILL PROVIDE 120/1 VOLT POWER AND CONNECTIONS TO LINE VOLTAGE SIDE OF THE TRANSFORMER. REFER TO THE ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION. PLUMBING PLAN KEYED NOTES: 1 PROVIDE OVERFLOW STORM DRAIN OUTFALL 24" ABOVE GRADE. PROVIDE SIGNAGE STATING "OVERFLOW". 2 PROVIDE PRIMARY STORM DRAIN OUTFALL 24" ABOVE GRADE. PROVIDE SIGNAGE INDICATING "PRIMARY". 3 PROVIDE HEAT TRACE IN THE PRIMARY STORM DRAIN. REFER TO DETAIL B1/M6.1 4 PROVIDE WALL OUTLET BOX FOR REFRIGERATOR ICEMAKER. 5 BALANCE TO INDICATED GPM. 6 PROVIDE CLEANOUT IN WALL. 7 CONNECT THE EASTERN SET OF ROOF DRAINS INTO A 6" VERTICAL, BUT UPSIZE THE VERTICAL TO A 8" BELOW THE WYE CONNECTION. P-6P-5 P-2H P-1H P-1H P-2H P-2H P-1H P-4 3/4" CW WH WH 4" TRENCH DRAIN BY DIV. 22 2" FD-1 SEE FOR BOILER ROOM 5" SD UP 1921 SF 5" OSD UP 1921 SF5" SD UP 2554 SF 5" OSD UP 2554 SF5" SD UP 1921 SF 5" OSD UP 1921 SF CO CO 5" SD 6" SD 6" OSD 5" OSD 6" SD6" OSD CO A B C D E F G H J K L M N P Q 1 2 3 4 CO CO 5" OSD 3" VTR 4" VTR /F1 M2.0 2"FD-1 2" FD-1 1 2 3/4" CW 3/4" HW 3/4" HW 3/4" SCW 3/4" CW 4" V HB 3 3/4" CHW 1/2" CHW 2" SCW 2" SCW 4 5 1.5 GPM 5" SD 3/4" CHW 1/2" CW CO 5" OSD 5" SD 6 6 CO CO CO CO 2" V DN 2 2 2 2 3 8" OSD 8" SD 7 7 3 2" SS UP CO 2" V UP 4" TRENCH DRAIN CO I.E. 92'-6" I.E. 91'-6" 5' - 0" BY SITE UTILITY CONTRACTOR BY DIV.22 5' - 0"BY SITE UTILITY CONTRACTOR BY DIV.22 A B C D E F G H J K L M N P Q 1 2 3 4 2" V UP 2" SS UP 4" SS UP 4" CW UP 2" V UP 2" SS UP 2" SS UP 2" SS UP 2" SS UP 2" SS UP 4" SS UP 4" SS UP 2" SS UP 2" SS UP 4" SS UP 2" SS UP 2" V UP 2" SS UP 4" SS 2" V UP 4" CW 2" V UP 4" SS 4" SS 4" SS 4" SS 4" SS 2" V UP 3" SS UP TO FD 2" V UP 3" SS CO 3" SS UP 2 3" VTR 3" V 1 1/2" V 2" V 4" VTR P-7 P-6 CO 2" SS 2" SS P-5 2" FD-1 2" FD-1P-1H P-1H P-2H P-2H 2" FD-1 4" HUB DRAIN 2" FD-1 3" FD-1 P-1H P-3 P-7 P-2H 4" SS 2" V 1 1/2" V 1 1/2" V 2" V CO 2" SS 2" SS 1 1/2" V 2" V 2" V 2" V 4" SS 2" SS 4" SS 4" SS 2" V 4" V 2" V 2" SS 2" SS 4" SS 2" SS 4" SS 4" SS 2" SS 2" SS 1 1/2" V 4" SS 2" V 2" V 4" V 1 1/2" V 1 1/2" V 4" V 2" V 4" SS 2" SS 1 1/2" SS 1 1/2" SS 4" V 4" TRENCH DRAIN CO 2" V 2" V CO CO 3" FD-1 3" SS 3" SS CO P-5 P-1H P-2H P-1H P-2H HB P-1H P-2HP-3 P-7 P-4 WH WH P-6 4" CW 1/2" CW 2" SCW 3/4" CW 1 1/4" SCW 2" SCW 1 1/2" SCW 1 1/2" SCW 1/2" SCW 1/2" SCW 3/4" SCW 3/4" SCW 2" SCW 1 1/4" SCW 1/2" SCW 1/2" HW 1/2" SCW 1/2" HW 1/2" HW 1/2" SCW 1 1/4" SCW 1/2" SCW 2" SCW2" SCW 3/4" CW 1/2" CW 3/4" HW 1 1/4" HW 3/4" CW 3/4" CHW 3/4" HW 3/4" SCW 3/4" CHW 3/4" HW 3/4" SCW 1/2" CW 1/2" CW 1/2" CHW 1/2" HW 2" SCW 3/4" CW 3/4" CW 1.5 GPM 0.6 GPM REFRIGERATOR/ICEMAKER WATER METER 4" CW TO FIRE PROTECTION 2" CW WS-1 WH-1 ET-3 P-9 4" CW F E D C B A 1 2 3 4 5 6 7 8 M MN NorthCheck: Drawn: Date: Comm: License Number: 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 under the laws of the State of Scale: Date 7/12/2023 9:38:19 AMBIM 360://222064 - Glacial Valley Park Building/222064 - Glacial Valley Park Building (MECH)_Central.rvt1/8" = 1'-0"Central: BIM 360://222064 - Glacial Valley Park Building/222064 - Glacial Valley Park Building (MECH)_Central.rvtCITY OF COTTAGE GROVE GLACIAL VALLEY PARK BUILDING M1.0 PLUMBING PLAN 8635 W POINT DOUGLAS RD S COTTAGE GROVE, MN 55016 9900 RAVINE PKWY S COTTAGE GROVE, MN 55016 222064 JM AG 11/08/22 222064 MINNESOTA 11/08/22 PROFESSIONAL ENGINEER 1/8" = 1'-0" PLUMBING PLAN - MAIN LEVELC4 1/8" = 1'-0" PLUMBING PLAN - UNDERGROUNDF5Waste and Vent Riser DiagramF1 Supply Riser DiagramC1 Revisions Description Date Num Addendum #1 11/28/2022 1 SI#01 02/06/2023 2 PR#04 07/11/2023 3 1 WATER HAMMER ARRESTOR 1 2 3 H H H H H H H H S S S S S S S S S S S S S S S HYDRONIC PLAN GENERAL NOTES: 1. ALL RISES AND DROPS IN PIPING ARE NOT NECESSARILY SHOWN. LAYOUT ROUTING AND COORDINATE WORK WITH OTHER TRADES BEFORE CONSTRUCTION. 2. MECHANICAL CONTRACTOR SHALL BE RESPONSIBLE FOR CUTTING AND PATCHING OF CONSTRUCTION UNLESS OTHERWISE NOTED ON THE PLANS. NO CUTTING OF STRUCTURAL MEMBERS OR STRUCTURE WHICH WILL DETERIORATE THE INTEGRITY AND STRENGTH OF THE BUILDING WILL BE ALLOWED WITHOUT WRITTEN APPROVAL FROM THE STRUCTURAL ENGINEER. 3. LOCATE ALL VALVES, METERS, GAUGES, AND PIPING SPECIALTIES ABOVE ACCESSIBLE CEILINGS. 4. COORDINATE TEMPERATURE SENSOR LOCATIONS WITH OTHER TRADES, BUILDING ELEMENTS, MARKER BOARDS, AND ELECTRICAL SWITCHES. ADJUST THE EXACT LOCATIONS AS REQUIRED TO AVOID CONFLICTS. 5. BRANCH PIPING TO EQUIPMENT TO BE 3/4" UNLESS OTHERWISE NOTED. 6. ROUTE PIPES BETWEEN JOIST WEBS WHERE REQUIRED TO COORDINATE WITH THE INSTALLATION OF OTHER TRADES AND TO MAINTAIN CEILING HEIGHTS. COORDINATE LOCATIONS PRIOR TO CROSS BRACING TO ENSURE THERE ARE NO CONFLICTS. HYDRONIC PLAN KEYED NOTES: 1 INFLOOR HEATING MANIFOLD AND CABINET. 2 PROVIDE EMERGENCY SHUTOFF SWITCH FOR SOLENOID VALVE IN GAS LINE TO FIRE PIT. 3 PROVIDE FIRE PIT TIMER AND GAS SOLENOID VALVE CONTROLLER. REFER TO SPECIFICATION SECTION 23 11 23 FOR CONTROLLER. 4 PROVIDE GAS SOLENOID VALVE IN FIRE PIT. ALSO PROVIDE SHUT OFF VALVE, DIRT LEG AND REGULATOR AT FIRE PIT. 5 PROVIDE 1 1/4" CONDENSATE DRAIN FROM FAN COIL UNIT. ROUTE TO MOP SINK AND TERMINATE ABOVE SPILL LINE. 6 BALANCE AT INDICATED GPM. 7 CONTRACTOR TO COORDINATE WITH THE UTILITY FOR INSTALLATION AND TO CONFORM TO ALL UTILITY REQUIREMENTS. 8 SURFACE MOUNTED IN FLOOR HEAT MANIFOLD 110 112 111 105 106 103 107A 109 108 107 101 100 102 104 2 PSI FNG GAS METER 530 MBH CUH 2 CUH 1 CV 1 UH 1 CEILING FAN SPEED CONTROLLERS A B C D E F G H J K L M N P Q 1 2 3 4 CV 2 CV 3 1 1 1 1 1" HW/CHWS 1" HW/CHWR INFLOOR HEAT ZONE #1 INFLOOR HEAT ZONE #3 INFLOOR HEAT ZONE #4 INFLOOR HEAT ZONE #2 FC 2 FC 1 2 3/4" HW/CHWS 3/4" HW/CHWR 3/4" HW/CHWR 3/4" HW/CHWS 1 1/4" HW/CHWR 1 1/4" HW/CHWS 3/4" HW/CHWR 3/4" HW/CHWS 1" HW/CHWS 1" HW/CHWR 3/4" HW/CHWS 3/4" HW/CHWR 1 1/4" HW/CHWS 1 1/4" HW/CHWR 1" HW/CHWS 1" HW/CHWR 3/4" HW/CHWS 1 1/2" HW/CHWS 1 1/2" HW/CHWR 1" HW/CHWR 1" HW/CHWS CEILING FAN SPEED CONTROLLERS 1/2" FNG UNDERGROUND FIRE PIT SEE FOR ENLARGED PLAN /F1 M2.0 CO/NO2 SENSOR 5 5 1 1/4" CD 5 1/2" FNG UNDERGROUND 1" FNG 4 3 SLOPE @ 1/8" / FT TYPE FOR ALL CONDENSATE 1 1/4" CD 1 1/4" CD P 6 P 5 2" HW/CHWR 2" HW/CHWS P 8 3/4" HW/CHWS 3/4" HW/CHWR 1 1/2" HW/CHWS 1 1/2" HW/CHWR 1 1/4" HW/CHWS 1 1/4" HW/CHWR 3/4" HW/CHWS 3/4" HW/CHWR 3/4" HW/CHWS 3/4" HW/CHWR 2" HW/CHWR 2" HW/CHWS 7 1" FNG 1 2" HW/CHWS 2" HW/CHWR 1" HW/CHWR 1" HW/CHWS 3/4" HW/CHWR FC 4 3 FC 3 3 3 P 115 INFLOOR HEAT ZONE #1 INFLOOR HEAT ZONE #3 INFLOOR HEAT ZONE #4 110 112 111 103107A109 108 107 101 100 104 INFLOOR HEAT ZONE #2 A B C D E F G H J K L M N P Q 1 2 3 4 GEOTHERMAL PIPING OUT TO WELL FIELD. SEE C1 / M2.0 FOR CONTINUATION. HEADER CABINETS HEADER CABINETS HEADER CABINETS HEADER CABINETS 1 1 1 1 1 D E F G 2 P-3 P-4 WH P 9 3/4" FNG B 1 P 1 3/4" CW ET 3 WH 1 WS 1 VFD 2 VFD 1 GHP 1 2" FD-2 4" HUB DRAIN 2" V DN 2" V DN 3/4" HW 3/4" SCW 3/4" CW 3/4" HW 2" SCW 1/2" HW 1 1/2" V 1" HW 2" SCW WELL FIELD HEADER ET 2 P 3 HB BUFFER TANK 1" HW/CHWR P 10 ET 1 2" HW/CHWR 2" HW/CHWS 0.6 GPM P-7 AS 2 AS 1 P 4 3/4" CW VFD 3 VFD 4 P 2 1 1/2" SCW 4 2" CW 3/4" CW 1 1/4" SCW 1 1/4" SCW 3/4" FNG 3/4" CHW TO FIRE PROTECTION SERVICE 4" CW WATER METER 3" FD-32" V DN 3" FD-4 3/4" CW 2" FD-2 1" FNG 3/4" FNG 2" SCW 1 1/4" HW 4" V 3" HW/CHWR 3" GWR 3" GWS /F2 M6.3 REFER TO DETAIL . 2" V1 1/4" CD DN 1 1/4" CD 3" HW/CHWS 1 1/4" CD TO MOP SINK 2" HW/CHWS 2" V DN 1/2" CHW CURB 3/4" HW/CHWR 3/4" HW/CHWS 2" HW/CHWS 2" HW/CHWR SEE C4/M1.0 FOR PLUMBING PLAN 8 P 7 3" GWR 3" GWS 3" HW/CHWR 3/4" HW/CHWR 3/4" HW/CHWS 2" HW/CHWS 2" HW/CHWR 1 3" HW/CHWS 3" HW/CHWS 4" CW DN 3" HW/CHWS 2 10' - 9 3/4"3 1 1/4" CD 1 1/4" HW/CHWR 1 1/4" HW/CHWS GEOTHERMAL PLAN GENERAL NOTES: 1. REFER TO GROUND HEAT EXCHANGER SPECIFICATIONS FOR FULL DETAILS. 2. THE GROUND HEAT EXCHANGER CONSISTS OF 2 HEADER MAINS EACH WITH 8 HORIZONTAL BOREHOLES, FOR A TOTAL OF 16 BOREHOLES AT A DEPTH OF 14', WITH A HORIZONTAL LENGTH OF 350' PER BOREHOLE. 3. BOREHOLES ARE TO BE A MINIMUM OF 10' AWAY FROM BUILDINGS AND A MINIMUM OF 5' AWAY FROM PROPERTY LINES. 4. GLYCOL TO BE USED IS 25% BY VOLUME PROPYLENE GLYCOL, PREMIXED WITH DI WATER AND SUITABLE CORROSION INHIBITORS BY MANUFACTURER. REFER TO 23 21 13 FOR FURTHER REQUIREMENTS. 5. CIRCUIT PIPES TO BE CONNECTED TO THE HEADER IN A REVERSE RETURN LAYOUT AS SHOWN IN C4/M6.3. 6. GHX CONTRACTOR IS RESPONSIBLE FOR COORDINATING WITH UTILITY SERVICES UNDERNEATH THE GHX. 7. MINIMUM BENDING RADIUS IS 20 TIMES THE OUTER DIAMETER FOR ANY PIPE CURVATURE. 8. NO PETROLEUM BASED PRODUCTS ARE TO BE IN CONTACT WITH THE HDPE PIPE AT ANY TIME. 9. ALL PIPING IS TO BE CAPPED AND PRESSURIZED TO 100 PSIG USING FUSION WELDED ENDCAPS ONCE THE U-BEND PIPING ASSEMBLY HAS BEEN INSTALLED. 10. NO OPEN PIPE ENDS ARE TO BE LEFT UNATTENDED AT ANY TIME. PIPING MUST MAINTAIN 100 PSIG BEFORE AND AFTER BACKFILLING OF TRENCHES. 11. BURIED PIPING SHALL INCLUDE METALLIC TRACER WIRE FOR EASE OF LOCATING. 12. A WARNING STRIP 1.5" WIDE, INDICATING "CAUTION: GEOTHERMAL PIPING," TO BE BURRIED 12" TO 18" BELOW GRADE, ABOVE PIPING. 13. CONTRACTOR SHALL PROVIDE A TEST WELL GROUT, CONDUCTIVITY TEST AND PROVIDE REPORT TO THE ENGINEER FOR REVIEW PRIOR TO PROCEEDING WITH THE WORK. TEST WELL AND CONDUCTIVITY TESTING SHALL BE IN ACCORDANCE WITH ALL ASHRAE, IGSHPA AND MN RULES PROCEDURES, REFER TO SPECIFICATION SECTION 23 21 14. 14. COORDINATE ALL WORK ON SITE WITH THE OWNER'S CONTRACTOR THAT IS PROVIDING THE SITE WORK UNDER SEPARATE CONTRACT. 15. REFER TO SPECIFICATIONSECTION 01 22 00 - "UNIT PRICES" FOR ADDING/SUBTRACTING GEOTHERMAL WELLS. F E D C B A 1 2 3 4 5 6 7 8 M MN NorthCheck: Drawn: Date: Comm: License Number: 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 under the laws of the State of Scale: Date 7/12/2023 9:38:27 AMBIM 360://222064 - Glacial Valley Park Building/222064 - Glacial Valley Park Building (MECH)_Central.rvtAs indicatedCentral: BIM 360://222064 - Glacial Valley Park Building/222064 - Glacial Valley Park Building (MECH)_Central.rvtCITY OF COTTAGE GROVE GLACIAL VALLEY PARK BUILDING M2.0 HYDRONIC PLAN 8635 W POINT DOUGLAS RD S COTTAGE GROVE, MN 55016 9900 RAVINE PKWY S COTTAGE GROVE, MN 55016 222064 JM AG 11/08/22 222064 MINNESOTA 11/08/22 PROFESSIONAL ENGINEER 1/8" = 1'-0" HYDRONIC PIPING PLANC5 1/8" = 1'-0" HYDRONIC PIPING PLAN - INFLOOR HEATING PLANF51/2" = 1'-0" ENLARGED MECHANICAL ROOMF1 GEOTHERMAL WELL LOCATIONC13/200" = 1'-0" MIN 4" DIAMETER BORE HOLES ON THIS END AT EACH WELL. APPROXIMATE 350'x150' HORIZONTAL GEOTHERMAL WELLFIELD WITH 16 BORES. DIRECTIONALLY BORED 14' BELOW GROUND. REFER TO DETAILS C4 AND D4 ON SHEET M6.3 TRENCH ON THIS END FOR A PIPE HEADER TO CONNECT THE HORIZONTAL WELL PIPING TO THE MAIN PIPES BACK TO THE BUILDING. BUILDING MECH ROOM ROUTE GEOTHERMAL PIPES FROM BUILDING TO WELL FIELD Revisions Description Date Num Addendum #1 11/28/2022 1 SI#02 05/02/2023 2 PR#04 07/11/2023 3 1 1 1 1 1 COORDINATE PIPE ROUTING BELOW ELECTRICAL CONDUIT IN THIS LOCATION. ROUTE PIPES BELOW WATER SERVICE IN THIS LOCATION. MAINTAIN A MINIMUM OF 12" CLEARANCE 1 106 102 110 112 111 101 107 107A 109 103 104 105 108 100 FC 2 UP4-2-8 100 G 2408 100 A (TYP. 3)26x1426x1416ø 18x14 12x12 18ø 40x16 30x12 M 10x10 UP TO EF-3 A B C D E F G H J K L M N P Q 1 2 3 414x12FC 1 16ø 1208 90 C 1208 90 C 8x8 100 D 8x8 100 D 8x8 100 D 2408 250 A 10x8 175 D LOUVER 4-2-8 100 G 4-2-8 100 G B F 12x6 200 (TYP. 8) G 4-2-8 100 (TYP. 6) F 12x6 175 (TYP. 8) 8x8 UP TO EF-2 1 10x10 1 26x1436x54 2408 150 A 1 B 4-2-8 100 G 4-2-8 100 G 8x8 75 C CF 1 CF 2 CF 4 CF 3 18x18 E 40x16 M 16ø8x8 200 C 1208 150 C M 8x8 4 SRA B 1 2 B M OA M RA S 1 1 1 1 4 10x10 1 1 RE 1 2 MOA 14x8 50x26 12x10 30x14 2 8ø 2 54x48 UP RH-1 DRIP PAN10x10 UP TO EF-1 3 FC 4 8x8 150 D 8x10 10x1024x18 UP IH-1 FC 3 18x12 44x16 18x12 UP IH-2 50x26 M RA40x18 M M M 16x14 12x12 26x14 M 18x12OA 8ø RA OA 8x8 8x88x8 1208 90 C HVAC PLAN GENERAL NOTES: 1. TRANSFER DUCTS AND DUCTS CONNECTED TO TRANSFER FANS SHALL HAVE 1" INTERNAL SOUND ATTENUATING LINER 2. DO NOT INSTALL FLEXIBLE DUCT CONNECTIONS ABOVE INACCESSIBLE CEILINGS 3. DIFFUSER DUCT RUNOUTS AND FLEXIBLE DUCT CONNECTIONS SHALL BE THE SAME SIZE AS THE DIFFUSER NECK. 4. LOCATE BALANCING DAMPERS ABOVE ACCESSIBLE CEILINGS WHERE POSSIBLE. 5. COORDINATE LOCATIONS OF ANY ACCESS PANELS REQUIRED IN WALLS OR CEILINGS WITH GENERAL CONTRACTOR. 6. ROUTE DUCTS BETWEEN JOISTS AND THROUGH JOIST WEBS WHERE REQUIRED TO COORDINATE WITH THE INSTALLATION OF OTHER TRADES AND TO MAINTAIN CEILING HEIGHTS. COORDINATE LOCATIONS PRIOR TO CROSS BRACING TO ENSURE THERE ARE NO CONFLICTS. AREAS KEYNOTED ARE MINIMUM REQUIRED. 7. DIFFUSER AND REGISTER LOCATIONS SHALL BE COORDINATED WITH LIGHT FIXTURE LOCATIONS AND SHALL BE IN ACCORDANCE WITH CEILING PATTERNS AS SHOWN ON THE ARCHITECTURAL REFLECTED CEILING PLANS. 8. ALL RISES AND DROPS IN DUCTWORK ARE NOT NECESSARILY SHOWN. LAYOUT ROUTING AND COORDINATE WORK WITH OTHER TRADES BEFORE CONSTRUCTION. 9. MECHANICAL CONTRACTOR SHALL BE RESPONSIBLE FOR CUTTING AND PATCHING OF CONSTRUCTION UNLESS OTHERWISE NOTED ON THE PLANS. NO CUTTING OF STRUCTURAL MEMBERS OR STRUCTURE WHICH WILL DETERIORATE THE INTEGRITY AND STRENGTH OF THE BUILDING WILL BE ALLOWED WITHOUT WRITTEN APPROVAL FROM THE STRUCTURAL ENGINEER. 10. MECHANICAL CONTRACTOR SHALL DETERMINE LIMITATIONS AND/OR CONFLICTS RELATIVE TO THE EXECUTION OF HIS WORK PRIOR TO BID. VERIFY EXACT DETAIL OF INSTALLATION REQUIRED TO PROVIDE SYSTEMS SHOWN WITHIN SPACE INTENDED. HVAC PLAN KEYED NOTES: 1 PROVIDE DOUBLE WALL DUCTWORK WHARE DUCT IS SHOWN WITH AN INNER DASHED LINE. 2 PROVIDE FULL SIZE LOUVER PLENUM. REFER TO DETAIL C5/M6.2. REFER TO ARCH. PLAN FOR LOUVER SIZES. 3 REFER TO DETAIL F7/M6.1 FOR DUCT PROTECTION DETAIL IN GARAGE. 4 PROVIDE DUCT/ SMOKE DETECTOR IN RETURN DUCT. COORDINATE WITH DIV. 28. F E D C B A 1 2 3 4 5 6 7 8 M MN NorthCheck: Drawn: Date: Comm: License Number: 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 under the laws of the State of Scale: Date 7/12/2023 9:38:35 AMBIM 360://222064 - Glacial Valley Park Building/222064 - Glacial Valley Park Building (MECH)_Central.rvt1/8" = 1'-0"Central: BIM 360://222064 - Glacial Valley Park Building/222064 - Glacial Valley Park Building (MECH)_Central.rvtCITY OF COTTAGE GROVE GLACIAL VALLEY PARK BUILDING M3.0 HVAC PLAN 8635 W POINT DOUGLAS RD S COTTAGE GROVE, MN 55016 9900 RAVINE PKWY S COTTAGE GROVE, MN 55016 222064 JM AG 11/08/22 222064 MINNESOTA 11/08/22 PROFESSIONAL ENGINEER 1/8" = 1'-0" HVAC PLANE4 Revisions Description Date Num Addendum #1 11/28/2022 1 PR#04 07/11/2023 2 1 5" ORD ROOF DRAIN AREA: 2533 + (1.33*6.17*0.35) + (1.33*27.84*0.35) + (0.58*17.67*0.5) = 2554 SF ROOF DRAIN AREA: 1875 + (1.33*57.75*0.35) + (0.58*35.58*0.5) + (0.58*31.42*0.5) = 1921 SF 5" RD 5" ORD 5" RD 5" ORD 5" RD EF 3 A B C D E F G H J K L M N P Q 1 2 3 4 3" VTR EF 2 3" WATER HEATER INTAKE 3" WATER HEATER EXHAUST RH 1 1 2 ROOF DRAIN AREA: 1875 + (1.33*57.75*0.35) + (0.58*35.58*0.5) + (0.58*31.42*0.5) = 1921 SF 2 2 3 3 3 3 3 3 3 IH 1 IH 2 3" BOILER EXHAUST VENT 3" BOILER INTAKE 4" VTR 4' - 8"28' - 0"EF 1 1 1 ROOF PLAN GENERAL NOTES: 1. MECHANICAL CONTRACTOR SHALL DETERMINE LIMITATIONS AND/OR CONFLICTS RELATIVE TO THE EXECUTION OF HIS WORK PRIOR TO BID. VERIFY EXACT DETAIL OF INSTALLATION REQUIRED TO PROVIDE SYSTEMS SHOWN WITHIN SPACE INTENDED. 2. MECHANICAL CONTRACTOR SHALL BE RESPONSIBLE FOR CUTTING AND PATCHING OF CONSTRUCITON UNLESS OTHERWISE NOTED ON THE PLANS. NO CUTTING OF STRUCTURAL MEMBERS OR STRUCTURE WHICH WILL DETERIORATE THE INTEGRITY AND STRENGTH OF THE BUILDING WILL BE ALLOWED WITHOUT WRITTEN APPROVAL FROM THE STRUCTURAL ENGINEER. 3. BUILDING EXHAUST AND PLUMBING VENTS SHALL BE LOCATED A MINIMUM OF 10 FEET FROM ALL VENTILATION INTAKES. 4. ANY MECHANICAL EQUIPMENT REQUIRING MAINTENANCE SHALL BE LOCATED A MINIMUM 10 FEET FROM ALL ROOF EDGES UNLESS A GUARD RAIL IS PROVIDED. 5. THE MECHANICAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL REQUIRED REINFORCEMENT OF NEW AND EXISTING STRUCTURAL MEMBERS FOR MECHANICAL SYSTEMS. REFER TO "MECHANICAL SUPPORT REINFORCEMENT DETAIL" FOR ADDITIONAL REQUIREMENTS. ROOF PLAN KEYED NOTES: 1 MAINTAIN 10 FEET MINIMUM CLEARANCE TO INTAKE HOODS FROM ALL EXHAUST, RELIEF AND PLUMBING VENTS. F E D C B A 1 2 3 4 5 6 7 8 M MN NorthCheck: Drawn: Date: Comm: License Number: 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 under the laws of the State of Scale: Date 7/12/2023 9:38:36 AMBIM 360://222064 - Glacial Valley Park Building/222064 - Glacial Valley Park Building (MECH)_Central.rvt1/8" = 1'-0"Central: BIM 360://222064 - Glacial Valley Park Building/222064 - Glacial Valley Park Building (MECH)_Central.rvtCITY OF COTTAGE GROVE GLACIAL VALLEY PARK BUILDING M4.0 MECHANICAL ROOF PLAN 8635 W POINT DOUGLAS RD S COTTAGE GROVE, MN 55016 9900 RAVINE PKWY S COTTAGE GROVE, MN 55016 222064 JM AG 11/08/22 222064 MINNESOTA 11/08/22 PROFESSIONAL ENGINEER 1/8" = 1'-0" MECHANICAL ROOF PLANE4 Revisions Description Date Num Addendum #1 11/28/2022 1 SI#01 02/06/2023 2 PR#04 07/11/2023 3 3 VARIES SEE SUPPLYER2 2 4 4 COUNTER FLASHING BY MECHANICAL CONTRACTOR TOP OF WOOD BLOCKING 1" TO 2" BELOW ROOF BY OTHERS. MECHANICAL CONTRACTOR TO COORDINATE EXACT LOCATIONS CANT AS REQUIRED FOR ROOF TYPE. SEE ARCH. ROOFING ADHERED TO CURB . SEE ARCH. PRE-MANUFACTURED ROOF CURB. INSTALLED BY MECHANICAL CONTRACTOR. DUCT OPENING RETURN AIR INTERNAL CONDENSATE PUMP BLOWERBLOWERSERVICE CLEARANCE FOR FILTER REPLACEMENT REFER TO FLOOR PLAN FOR LOCATION OF SERVICE CLEARANCE. COODRINATE WITH ALL TRADES. CONDENSATE DRAIN OUTSIDE AIRCONTROL AND ELECTRICAL BOX VIBRATION ISOLATOR CONTROL/ ELECTRICAL BOX COIL CONNECTIONS CONDENSATE DRAIN THREADED ROD HANGER FILTER BOX FILTER BOX PROVIDED SERPARATELY2" MERV 13 FILTERCOIL CONNECTIONS ELECTRICAL CLEARANCE PER NEC AND ALL CODES MAIN DUCT EXTERIOR INSULATION SPIN-IN DUCT TAKE- OFF W/INTEGRAL BALANCING DAMPER. ROUND GALVANIZED SHEETMETAL DUCT. STAINLESS STEEL TIGHTENING BAND W/ SCREWDRIVER OPERATOR INSULATED FLEXIBLE DUCT STAINLESS STEEL TIGHTENING BAND W/ SCREWDRIVER OPERATOR SUPPLY AIR DIFFUSER LAY-IN CEILING OR OVERLAP INSTALLATION AS REQUIRED. 5'-0" MAX. LENGTH MINIMUM 2" GALVANIZED SHEETMETAL DUCT WITH BEADED END. INSTALL PER SMACNA AND FLEX DUCT MANUFACTURERS GUIDELINES. FILL SPACE BETWEEN DUCT & CURB WITH INSULATION. ROOF INSULATION REMOVABLE FAN SECTION AIR FLOW BAR JOIST BIRDSCREEN DISCONNECT SWITCH (UNFUSED) EXHAUST AIR DUCT (REFER TO DRAWINGS FOR SIZE) ELECTRICAL CONDUIT TO BE RUN IN CORNER INSIDE OF CURB BY ELECTRICAL CONTRACTOR. CONCRETE DECK ROOFING ROOF CURB PROVIDED AND INSTALLED BY MECHANICAL CONTRACTOR. BLOCK TO MATCH ROOF INSULATION THICKNESS AND CANT WHERE REQUIRED. MOTORIZED OR AUTOMATIC BACKDRAFT DAMPER FASTEN SECURELY TO ROOF CURB ALL FOUR SIDES FOAM RUBBER GASKETING AT TOP OF CURB. ANGLE SUPPORT- SPAN BAR JOISTS EXTERIOR INSULATION2" DRIP PAN SOLDERED WATERTIGHT. PROVIDE 2 MIL EPOXY MASTIC. ACCESS PANEL 12" MIN. 1" 2" CAM LATCH DUCT OPENING AIR FLOW 12" MIN. PROVIDE AIR TIGHT GASKET AROUND ENTIRE PERIMETER OF ACCESS PANEL HEATING COIL, MOTORIZED DAMPER, FIRE/SMOKE DAMPER, AIR FLOW MEASURING STATION, AND INLINE FAN. NOTES: 1. ACCESS PANEL SHALL BE AS DIMENSIONED ABOVE W/ 12" MIN. PROVIDE 4 LATCHES ON DIMENSIONS LARGER THAN 12 INCHES. 2. PROVIDE ACCESS PANELS AT ALL IN-DUCT HEATING COILS, MOTORIZED DAMPERS, SMOKE/FIRE DAMPERS, INTAKE LOUVERS AND AIRFLOW MEASURING STATIONS, AND INLINE FANS. FIRE SEPARATION. STRUCTURE SLEEVE MINERAL WOOL IF TOP OF FIRE DAMPER IS CLOSE TO STRUCTURE, USE ANGLES AND MINERAL WOOL AS SHOWN. RIVET, BOLT, OR WELD ANGLE IRON TO SLEEVE. ANGLE IRON FRAME AROUND ENTIRE WALL OPENING. BLADES WITH INTERLOCKING JOINTS. 1½ HOUR RATED UNLESS OTHERWISE NOTED. INSTALL PER MANUFACTURER'S UL LISTED TESTED ASSEMBLY REQUIREMENTS. S-SLIP JOINTS TYPICAL ALL FOUR SIDES. NOTES: 1. FIRE DAMPER DETAIL FOR ROUND DUCTS SIMILAR EXCEPT DAMPER SLEEVE IS FURNISHED WITH DAMPER FOR TRANSITION FROM ROUND DUCT TO DAMPER FRAME. 2. INSTALLATION SHALL BE IN ACCORDANCE WITH MANUFACTURERS APPROVED U.L. LISTED ASSEMBLY. 3. ALL DAMPERS SHALL BE U.L. 555 LABELED. 4. WHERE NEW FIRE DAMPERS ARE INSTALLED IN EXISTING DUCTWORK, VERIFY EXACT SIZE OF DUCTS IN FIELD BEFORE CONSTRUCTION. SIZES SHOWN ON PLAN ARE NOT FOR CONSTRUCTION. 5. FACTORY STANDARD SLEEVE MAY BE PROVIDED IN LIEU OF FIELD FABRICATED SLEEVE INDICATED. INFILL ANY VOID OPENINGS AROUND FRAMES WITH SUITABLE MATERIAL TO MAINTAIN FIRE RATING. SIDE OR BOTTOM ACCESS PANEL. REFER TO ACCESS PANEL DETAIL. PROVIDE IDENTIFICATION OF FIRE, SMOKE, OR COMBINATION FIRE SMOKE DAMPER AT ACCESS PANEL. DUCT PROVIDE SHEET METAL FLANGE AROUND ALL FOUR SIDES OF DUCT. FLANGE SIZE AS REQUIRED TO OVERLAP WALL OPENING BY AT LEAST 1-1/2 INCHES. WALL OR PARTITION. PACK SPACE WITH FIBERGLASS INSULATION FOR NON FIRE RATED WALL OR FIRE STOPPING AT RATED WALLS. REFER TO THE ARCHITECTURAL DRAWINGS FOR FIRE RATING REQUIREMENTS. NOTES: 1. PROVIDE DUCT WALL PENETRATION AS INDICATED FOR ALL ABOVE GROUND WALL PENETRATIONS. 2. MAINTAIN A CONTINUOUS VAPOR BARRIER FOR EXTERNALLY INSULATED DUCTS. DUCTWORK MAY BE INTERNALLY OR EXTERNALLY INSULATED AS REQUIRED PER PLANS AND SPECIFICATIONS. PROVIDE SEALANT AT ALL EDGES OF FLANGE WHERE DUCTWORK IS EXPOSED TO OUTSIDE ELEMENTS. ROOFING ANCHOR TO BAR JOIST (TYP) TALL CONE FLASHING BY MECH. CONTR. (TYP) STORM COLLAR (TYP) EXHAUST STACK HIGH VELOCITY EXIT CONE INTAKE STACKROUTE A MINIMUM 5'-0" ABOVE THE ROOF. ROOF INSULATION ROUTE A MINIMUM 2'-6" ABOVE THE ROOF. BIRD SCREEN REFER TO MANUFACTURER'S GUIDELINES FOR INTAKE AND EXHAUSTSEPARARTION DISTANCE REQUIREMENTS. MAINTAIN CLEARANCE PER MANUFACTURER'S RECOMMENDATIONS. PROVIDE ROOF THIMBLE AS REQUIRED. 1" 24" MIN.24" MIN.DRAINABLE LOUVER W/BIRDSCREEN (SEE ARCH.) CAM LATCHES CONTINUOUS 12 GA CAVITY SEALING SLEEVE AROUND ENTIRE WALL OPENING BY MECH. CONTR. EXTEND 4" PAST INTERIOR WALL FACE & INSTALL BEFORE LOUVER IS INSTALLED. SEAL TO BRICK & CONCRETE BLOCK W/SEALANT. CONNECT DUCTWORK TO SLEEVE. HINGED ACCESS PANEL PROVIDE WITH AIR TIGHT GASKET AROUND ENTIRE PERIMETER. EXTERIOR DUCT INSULATION CONNECT DUCT TO TOP OF LOUVER BLADE & SEAL WATERTIGHT SLOPE BOTTOM OF DUCT MINIMUM 1/4" PER FOOT DOWN TOWARD LOUVER SEAL BOTTOM OF LOUVER PLENUM PAN WATERTIGHT WITH BITUMASTIC NOTE: BLANK OFF ALL UNUSED PORTIONS OF LOUVER WITH SHEETMETAL AND 2" THICK RIGID FIBERGLASS INSTALLATION. MINIMUM 3 DUCT WIDTHS 1" DUCT LINER REFER TO DRAWING FOR RETURN AIR OR TRANSFER AIR GRILLE OR OPEN TO PLENUM WHERE INDICATEDMINIMUM 3 DUCT WIDTHS12" AFF3'-0"BALANCING DAMPER OPEN DUCT COVERED WITH 1/2"X1/2" WIRE BIRDSCREEN EXHAUST AIR AS INDICATED ON PLANS. 1-1/2" X 1-1/2" X 3/8" WELDED ANGLE IRON FRAME TO PROTECT DUCT. FASTEN ANGLE IRON FRAME SECURELY TO WALL AND FLOOR M 20" ROOF CURB PROVIDED AND INSTALLED BY THE MECHANICAL CONTRACTOR. BLOCK TO WATCH ROOF INSULATION THICKNESS AND CANT WHERE REQUIRED. HANG PAN FROM STRUCTURE EXTEND DRIP 12" LARGER THAN ROOF OPENING. TYPICAL OF ALL SIDES. FILL SPACE BETWEEN DUCT & CURB WITH INSULATION. CURB ON ALL SIDES. FASTEN SECURELY TO CONCRETE DECK FOAM RUBBER GASKET AT TOP OF CURB. INTERNAL MOTORIZED OPPOSED DAMPER. INSTALL ACTUATOR IN AN ACCESSIBLE LOCATION. EXTERIOR INSULATION ROOFING BAR JOIST ANGLE SUPPORT- SPAN BAR JOISTS 2" DRIP PAN SOLDERED WATERTIGHT. PROVIDE 2 MIL EPOXY MASTIC. GRAVITY RELIEF HOOD W/ BIRDSCREEN MOTORIZED OPPOSED BLADE DAMPER WHERE INDICATED ON THE DRAWINGS. PROVIDE WITH INTERNAL ACTUATOR. EXTERIOR INSULATION CONCRETE DECK ROOFING ROOF CURB PROVIDED AND INSTALLED BY THE MECHANICAL CONTRACTOR. BLOCK TO MATCH ROOF INSULATION THICKNESS AND CANT WHERE REQUIRED. GRAVITY INTAKE HOOD W/ BIRDSCREEN BY MECH. CONTR. ANGLE SUPPORT- SPAN BAR JOISTS 2" DRIP PAN SOLDERED WATERTIGHT. PROVIDE 2 MIL EPOXY MASTIC. BAR JOIST FILL SPACE BETWEEN DUCT & CURB WITH INSULATION. FASTEN SECURELY TO CURB ON ALL SIDES. FOAM RUBBER GASKET AT TOP OF CURB. ACCESS PANEL M F E D C B A 1 2 3 4 5 6 7 8 M MN Check: Drawn: Date: Comm: License Number: 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 under the laws of the State of Scale: Date 7/12/2023 9:38:38 AMBIM 360://222064 - Glacial Valley Park Building/222064 - Glacial Valley Park Building (MECH)_Central.rvt1/8" = 1'-0"Central: BIM 360://222064 - Glacial Valley Park Building/222064 - Glacial Valley Park Building (MECH)_Central.rvtCITY OF COTTAGE GROVE GLACIAL VALLEY PARK BUILDING M6.2 DETAILS 8635 W POINT DOUGLAS RD S COTTAGE GROVE, MN 55016 9900 RAVINE PKWY S COTTAGE GROVE, MN 55016 222064 PJJ AG 11/08/22 222064 MINNESOTA 11/08/22 PROFESSIONAL ENGINEERNOT TO SCALEE7MANUFACTURED CURB DETAIL NOT TO SCALEB3FAN COIL DETAIL NOT TO SCALEB7FLEXIBLE DUCT CONNECTION DETAIL NOT TO SCALEE3TYPICAL P.R.V. EXHAUST FAN DETAIL NOT TO SCALEC7ACCESS PANEL DETAIL NOT TO SCALEC1FIRE DAMPER AT WALL DETAIL NOT TO SCALEC3DUCT WALL PENETRATION DETAIL NOT TO SCALEE1HIGH EFFICIENCY BOILER EXHAUST/INTAKE VENT DETAIL NOT TO SCALEC5LOUVER INSTALLATION DETAIL NOT TO SCALEB1TRANSFER AIR DUCT NOT TO SCALEF7GARAGE FLOOR EXHAUST DETAIL Revisions Description Date Num PR#04 07/11/2023 1 NOT TO SCALEE5GRAVITY RELIEF HOOD DETAIL 1 1 NOT TO SCALEF1GRAVITY HOOD INTAKE DETAIL EXHAUST FAN AND TRANSFER FAN SCHEDULE MANUFACTURERSERVESUNIT NO. TOTAL MODEL NO. TYPE CFM S.P. W.C. VOLTS/RPM HP MAKE-UP AIR SOURCE REMARKSBAS TEMPERATURE SENSOR CONTROL OF DAY BAS TIME BAS TIMED PUSH BUTTON TO SPECIFICATION OTHER - REFER EF 'X' EF-3 EF-2 1. 120/1 VOLT FANS SHALL BE PROVIDED WITH A FACTORY MOUNTED DISCONNECT SWITCH. 2. PROVIDE WITH EC MOTOR. 3. PROVIDE WITH A GRAVITY BACK DRAFT DAMPER UNLESS A MOTORIZED DAMPER IS INDICATED TO BE PROVIDED. 4. WHERE MOTORIZED DAMPERS ARE INDICATED, THE DAMPERS AND ACTUATORS SHALL BE PROVIDED BY THE BAS CONTRACTOR AND INSTALLED BY DIV 23 CONTRACTOR. NOTES: LOCATION EC MOTOR DRIVE PHASE MOTORIZED DAMPER EF-1 COOK COOK COOK PRV PRV PRV103, 104, 106 - TOILET ROOMS 108 - PARKS STORAGE 111 - KITCHENETTE/SERVING ROOF ROOF ROOF 300 300 175 0.5 0.5 0.375 DIRECT DIRECT DIRECT YES YES YES 1/4 1/4 1/4 YES NO NO NO NO YES NO NO NO NO YES NO NO YES NO 1, 2, 3 1, 2, 4 1, 2, 3 FANCOIL FANCOIL FANCOIL 90 ACEH 90 ACEH 101 ACED OR70 1317 120/1 120/1 120/11487 1487 DESIGN PUMP SCHEDULE NO. UNIT LOCATION SERIESMANUFACTURER MODEL NUMBER GPM TYPE 50% FLOW HEAD HEAD HEAD SIZE DESIGN SHUTOFF IMP. SIZE SIZE RPM H.P. DISCH.SUC.EFF.MOTOR VOLTS REMARKS P 'X' PHASE P-9 P-8 P-7 P-6 P-5 P-4 P-3 P-2 P-1 1. INSTALL IN ACCORDANCE WITH MANUFACTURER'S WRITTEN INSTRUCTIONS. 2. PROVIDE AND INSTALL A STRAP-ON LINE VOLTAGE AQUASTAT TO CYCLE PUMP. COORDINATE INSTALLATION WITH THE ELECTRICAL CONTRACTOR FOR WIRING. 3. VARIABLE FREQUENCY DRIVES SHALL BE PROVIDED BY THE BUILDING AUTOMATION SYSTEM CONTRACTOR. ALL VARIABLE FREQUENCY DRIVES FOR THE ENTIRE PROJECT SHALL BE BY THE SAME MANUFACTURER. 4. SELECT WITH 35% PROPYLENE GLYCOL. 5. SELECT WITH 25% PROPYLENE GLYCOL. NOTES: VFD SERVES HEATING/CHILLED INFLOOR HEAT ZONE #1 INFLOOR HEAT ZONE #2 INFLOOR HEAT ZONE #3 INFLOOR HEAT ZONE #4 DOMESTIC HW RECIRC. B&G B&G B&G B&G B&G B&G B&G B&G B&G SERIES e-80 PL NBF NBF - 22 INLINE INLINE INLINE INLINE INLINE INLINE INLINE INLINE INLINE 75 70 105 100 454.6 381.5 342.0 393.1 123.0 9.125" 10.25" - 2" 2" 3" 3" 3/4" 5 5 10 2/5 1/8 YES YES YES YES NO WELL FIELD 208 3 208 3 208 3 208 3 120 1 1,3,4 1,3,4 1,3,5 1,3,5 1, 4 1, 4 1, 4 1, 4 1,2 75 70 72 73 72 73 105 100 102 105 102 105 9.125"2" 2" 10.25"3" 3"10 SERIES e-80 SERIES e-80 SERIES e-80 120 11" 1" -2/5 120 13/4" -2/5 120 13/4" -2/5 120 13/4" - PL PL PL P-10 BOILER 1, 4 HEATING/CHILLED WELL FIELD B&GMECHANICAL ROOM NO NO NO NO MECHANICAL ROOM MECHANICAL ROOM MECHANICAL ROOM MECHANICAL ROOM MECHANICAL ROOM 110 112 MECHANICAL ROOM 107 1 SERIES e-60 2X2X9.5C 2X2X9.5C 3X3X11B 3X3X11B PL 55 PL 55 PL 55 PL 55 1.25X1.25X5.25 INLINE 30 24 48 45 44 45 14 26 52 52 52 52 15 27 5.25 51% 51% 49% 49% 21% 19% 19% 20% 20% 58%1.25" 3/4" 3/4" 3/4" 3/4" 1.25" 1800 1800 1800 1800 1800 3600 3600 3600 3600 3000 1/2 208 NO3 4 P-11 FAN COIL #1 & #2 112 LITTLE GIANT VCMA-15 554405 STANDARD 0.4 10 -15 - -1-1/8" 3/8"1-1/50 115 NO 1 EXPANSION TANK SCHEDULE SERVES NO. UNIT MANUFACTURER MODEL NUMBER TYPE TANK (GALLONS) VOLUME TANK PRESS PRECHARGE MINIMUM WATER AVERAGE TEMP. PRESSURE (PSIG) OPER. MAXIMUM DIA. TANK HEIGHT TANK REMARKS ET 'X' (PSIG) ET-3 ET-1 1. INSTALL IN ACCORDANCE WITH MANUFACTURER'S WRITTEN INSTRUCTIONS. 2. PROVIDE AUTOMATIC AIR VENT PIPED TO NEAREST FLOOR DRAIN. NOTES: (GALLONS) VOLUME ACCEPTANCE HEATING / CHILLED WATER DOMESTIC HW B&G B&G B85-LA PLT-12 BLADDER DIAPHRAGM 115 22 11 110 4.5 2.8 ET-2 CONDENSER WATER B&G B85-LA BLADDER 80 22 11 1,2 1,2 1,21507013.5" 10.5" 12 12 30 30 34" 34" 16" 16" SPEED HIGH CFM @ FAN COIL UNIT SCHEDULE NO. UNIT TYPE LAT DB/WB EAT DB/WB LWTEWT MBH COOLING DATA GPM P.D. FLUID HEATING DATA FC 'X' VOLTS HPPHASE FAN DATA REMARKS FLUID P.D. GPMLWTEWTMBHLAT DB EAT DB FC-2 FC-1 OA MIN MOTOR TYPE 1. INSTALL IN ACCORDANCE WITH MANUFACTURER'S WRITTEN INSTRUCTIONS. 2. SELECT WITH 35% PROPYLENE GLYCOL. NOTES: FC-4 FC-3 ENVIRO-TEC, BCU -30 ENVIRO-TEC, BCU -20 ENVIRO-TEC, BCU -30 ENVIRO-TEC, HPP08 2000 2015 1250 400 665 175 350 675 1 1/2 1/3 1 1 1/2 1, 2 1, 2 1, 2 1, 2 ESP 1.25 0.73 1.0 1.25 78/64.7 P.D. AIR P.D. AIR 54.8/54.6 42 54 58.9 10.5 6.54 0.32 47.5 91 125 105.1 95.4 10.2 10.01 0.1 208 3 ECM ECM208 377.3/64.2 53.2/53.2 42 54.1 39.5 7.0 5.77 0.26 51.9 91.6 125 105 54 5.7 3.18 0.16 ECM208 377.6/61.7 54.1/52.6 42 54 50.7 9.0 5.28 0.33 49.8 91.6 125 105 92 9.7 9.23 0.1 80.6/66.7 53.0/52.8 42 54 15.82 120 14.28 31.8 90.8 125 1053.0 27.55 2.80 4.57--ECM CO2 OA 250 175 160 280 1 1 DOMESTIC WATER HEATER SCHEDULE SERVESUNIT NO.OR ELEC) TYPE (GASMODEL NUMBER MANUFACTURER STORAGE CAP. (GALLONS)INPUT MBH @ 90° RISE GPH RECOVERY VOLTSVENT SIZE WATER TEMP. AMPS REMARKS WH 'X' PHASE WH-1 1. INSTALL IN ACCORDANCE WITH MANUFACTURER'S WRITTEN INSTRUCTIONS. 2. PROVIDE WITH ASME RATED PRESSURE/TEMPERATURE RELIEF VALVE. 3. PROVIDE WITH SINGLE POINT ELECTRICAL CONNECTION. NOTES: LAVS AND KITCHENETTES A.O. SMITH BTH 120 GAS 120 60 154 110° 3 120 1 1,2,35.0 1 P-6 P-7 SINGLE SINK (WIDE) EMERGENCY EYEWASH - 2" -1/2" 1 1/2" 1/2" 1/2"- - 1/2"- - - ADA COMPLIANT WALL MOUNTED - - - - PLUMBING FIXTURE SCHEDULE 4"P-1H WATER CLOSET (ADA) P-2H P-3 P-4 P-5 SINGLE SINK WATER COOLER 2" 1 1/2" LAVATORY (ADA) MOP BASIN 1 1/2" 3" FIX. NO.FIXTURE TYPE SURFACE MOUNTED, DUAL HEIGHT 2"1 1/4" 1 1/2" 1/2" 1 1/2" 1/2" 1/2"- - - - - 1 1/2" 1 1/2" 1/2" 3/4" 1/2" 3/4" - - - - ADA COMPLIANT - - - - - ADA COMPLIANT - - - - - - - - LAB GASESVENT SIZE VACUUM - - AIR - ADA COMPLIANT NAT. GAS - OTHER - REMARKS 1/2" - - TEPID WATER SIZE - 1 1/2" 3" 1 1/2" 1 1/2" 1 1/2" 3" MINIMUM TRAP SIZE MINIMUM DRAIN SIZE CW SIZE HW SIZE - - - - ADA COMPLIANT ADA COMPLIANT FAN SCHEDULE MANUFACTURERSERVESUNIT NO. MODEL NO. STYLE VOLTSDIAMETER IN. WATTS REMARKS CF 'X' PH CF-2 1. INSTALL IN ACCORDANCE WITH MANUFACTURER'S WRITTEN INSTRUCTIONS. 2. PROVIDE WITH REMOTE WALL MOUNTED SPEED CONTROL. NOTES: CEILING MOUNTED 52 22 120 1 CFM 1110F524-CL CF-1 CEILING MOUNTED110 - MULTIPURPOSE 52 22 120 1 1,21110MINKAAIRE F524-CL CF-3 CEILING MOUNTED107 - CLASSROOM/PROGRAMS 52 22 120 11350F524-CL CF-4 CEILING MOUNTED 52 22 120 11350F524-CL 110 - MULTIPURPOSE 107 - CLASSROOM/PROGRAMS 1,2 1,2 1,2 MINKAAIRE MINKAAIRE MINKAAIRE 1 MANUFACTURERUNIT NO.SERVES UNIT HEATER/CABINET UNIT HEATER SCHEDULE TYPE (GAS, HW OR ELEC) MODEL NUMBER CABINET CFM RPM HP VOLTS REMARKSGPMMBH UH 'X' PHASE CUH-2 CUH-1 UH-1 - CUH 'X' 1. INSTALL IN ACCORDANCE WITH MANUFACTURER'S WRITTEN INSTRUCTIONS. 2. UNITS ARE SELECTED WITH 125 DEGREE ENTERING WATER AND 105 DEGREE LEAVING WATER WITH A 60 DEGREE ENTERING AIR TEMPERATURE. 3. UNITS SHALL BE VERTICAL WALL MOUNTED WITH BOTTOM INLET AND TOP OUTLET. 4. SEMI-RECESSED WITH 2 1/2" EXPOSED CABINET. 5. SELECT WITH 35% PROPYLENE GLYCOL. NOTES: 108 - PARKS STORAGE 102 - NORTH VESTIBULE 100 - SOUTH VESTIBULE ZHENDER-RITTLING ZHENDER-RITTLING ZHENDER-RITTLING RRWI-330-08 RH-193 RRWI-330-08 HW HW HW 34.9 34.9 65.62900 810 810 1, 2, 5 1, 2, 3, 4, 5 1, 2, 3, 4, 5 1/4 1/15 1/15 120 120 120 1 1 1 6.6 3.7 3.7 WALL WALL - - 1 1 1 1 1 - INTAKE AND RELIEF HOOD SCHEDULE UNIT NO. SERVES MANUFACTURER BACKDRAFT NUMBER MODEL TYPE CFM THROAT SIZESP IN W.C. MAX. DAMPER (YES/NO) REMARKS RH-1 RH 'X' 1. INSTALL IN ACCORDANCE WITH MANUFACTURER'S WRITTEN INSTRUCTIONS. 2. ALL INTAKE AND RELIEF HOODS ARE SHALL HAVE LOCKABLE HINGED OPENINGS. 3. PROVIDE WITH 24" HIGH CURB. 4. PROVIDE WITH 30" HIGH ROOF CURB. NOTES: FC-1,2,3,4 COOK 48x54GR GRAVITY RELIEF HOOD 5700 48"x 54" NO 1,2,30.017 IH-1 IH-2 FC-3 FC-4 COOK COOK 24x18GI 18x12GI GRAVITY INTAKE HOOD GRAVITY INTAKE HOOD 24x18 18x12 2400 0.110 NO NO12500.031 1,4 1,4 SERVESUNIT NO.MODEL NO.MANUF. GEOTHERMAL HEAT PUMP SCHEDULE REMARKS GHP 'X' GHP-1 1. INSTALL IN ACCORDANCE WITH MANUFACTURER'S WRITTEN INSTRUCTIONS. 2. SELECT WELL FIELD WITH 25% PROPYLENE GLYCOL AND BUILDING LOOP WITH 35% PROPYLENE GLYCOL. NOTES: NOMINAL MODULE TONS PIPE CONNECTION SIZE HEATING DATA GEOTHERMAL WELL FIELD MULTISTACK MSR030X COMPRESSOR TYPE SCROLL REFRIGERANT TYPE R410A NUMBER OF MODULES 1 1(30) SOURCE GPM LOAD EWT/LWT COOLING DATA PHASEVOLTS MCA ELECTRICAL SOURCE EWT/LWT TONS COP SOURCE GPM LOAD EWT/LWT SOURCE EWT/LWT OUTPUT MBH COP 31.69 310.5 1, 26"100.7 81.1254.0/42.0 105/12577/87 31.0/25.0 208 3 1134.74 2.65 SOURCE P.D.-FT 15.66 LOAD GPM LOAD P.D.-FT LOAD GPM LOAD P.D.-FT 69.64 11.95 SOURCE P.D.-FT 23.25 32.33 6.0 1 BOILER SCHEDULE MANUFACTURER NO. UNIT NOMINAL HPNUMBER MODEL TYPE GROSS OUTPUT MBHMBH/GPH FIRING RATE AMPS VOLTS REMARKS B 'X' FUEL PHASE B-1 1. INSTALL IN ACCORDANCE WITH MANUFACTURER'S WRITTEN INSTRUCTIONS. 2. SELECT WITH 35% PROPYLENE GLYCOL. NOTES: LOCHINVAR WHB285N FIRE TUBE-COND. NG 285 264 120 1 1, 27.9 7.0 3 AIR SEPARATOR SCHEDULE UNIT NO. SERVES MANUFACTURER MODEL NUMBER GPM MAX.REMARKSINLET/OUTLET SIZE BLOWDOWN SIZE AS 'X' NOTES: AS-2 AS-1 BUILDING WELL FIELD 1. INSTALL IN ACCORDANCE WITH MANUFACTURER'S WRITTEN INSTRUCTIONS. 2. PROVIDE AUTOMATIC AIR VENT PIPED TO NEAREST FLOOR DRAIN. BELL & GOSSETT RL- 3 190 3"/3"1" 1,2 BELL & GOSSETT RL- 3 190 3"/3"1" 1,2 1 1 SIZE CONVECTOR SCHEDULE SERVESUNIT NO.MANUFACTURER TYPEMODEL NO.GPM LxHxD WATER ENT.LVG. WATER MBH REMARKS CV 'X' CV-3 CV-2 CV-1 1. INSTALL IN ACCORDANCE WITH MANUFACTURER'S WRITTEN INSTRUCTIONS. 2. SELECT WITH 35% PROPYLENE GLYCOL. NOTES: 106 TOILET 104 TOILET 103 TOILET ZHENDER-RITTLING ZHENDER-RITTLING ZHENDER-RITTLING PL-26-36-04 PL-26-36-04 PL-26-36-04 RECESSED WALL RECESSED WALL RECESSED WALL 36"x26"x4" 36"x26"x4" 36"x26"x4" 1, 2 1, 2 1, 2 125 125 125 115 115 115 1 1 1 1.0 1.0 1.0 1 1 G A E D C B MANUF. & MODEL NO. GRILLES, REGISTERS AND DIFFUSERS SCHEDULE SERVICETYPE DESCRIPTION REMARKS ALUMINUM ½" x ½" x ½" EGG CRATE GRILLE OF THE SIZE INDICATED ON THE PLANS. PROVIDE WITH BORDER CHANNEL, AND FACTORY BAKED WHITE ENAMEL FINISH. ALL STEEL SUPPLY REGISTER OF THE SIZE AS INDICATED ON THE PLANS. PROVIDE WITH DOUBLE DEFLECTION HORIZONTAL FRONT BLADES, ¾" SPACING, OPPOSED BLADE DAMPER, AND BAKED WHITE ENAMEL FINISH. ALL STEEL EXHAUST REGISTER OF THE SIZE AS INDICATED ON THE PLANS. PROVIDE WITH SINGLE DEFLECTION HORIZONTAL BLADES AT A FIXED 35° PATTERN AT ¾" SPACING, OPPOSED BLADE DAMPER, AND FACTORY BAKED WHITE ENAMEL FINISH. SAME AS EXHAUST REGISTER D EXCEPT WITHOUT THE OPPOSED BLADE DAMPER. EXTRUDED ALUMINUM 3/4" SLOT WITH LENGTH AND NUMBER OF SLOTS AS INDICATED ON THE PLANS. PROVIDE WITH END PLATES, OPTIONAL PLENUM WITH INLET AS INDICATED ON DRAWINGS, BLANK-OFF PLATES AS REQUIRED. STEEL PATTERN CONTROLLERS (PAINTED BLACK) CAPABLE OF 180° AIR FLOW ADJUSTMENT, AND FACTORY BAKED WHITE ENAMEL FINISH. TITUS MODEL TMS BORDER TYPE 3 TITUS MODEL 50F BORDER TYPE 7 TITUS MODEL 300RL TITUS MODEL 350RL TITUS MODEL 350RL TITUS MODEL ML-38 BORDER TYPE 9A LINEAR SUPPLY DIFFUSER (LAY-IN CEILING MOUNT) RETURN, EXHAUST, TRANSFER GRILLE (SURFACE MOUNT) EXHAUST REGISTER (SURFACE MOUNT) SUPPLY REGISTER (SURFACE MOUNT) RETURN GRILLE (LAY-IN CEILING MOUNT) SUPPLY AIR DIFFUSER (LAY-IN CEILING MOUNT) 24" x 24" STEEL 3 CONE LOUVERED FACE SUPPLY AIR DIFFUSER WITH ROUND INLET NECK, HEAVY GAUGE STEEL BACK PAN, AND FACTORY BAKED WHITE ENAMEL FINISH. F ALL STEEL SUPPLY REGISTER OF THE SIZE AS INDICATED ON THE PLANS. PROVIDE WITH DOUBLE DEFLECTION HORIZONTAL FRONT BLADES, ¾" SPACING, AIR SCOOP DEVICE AND ANODIZED FINISH.TITUS MODEL S300FSPIRAL DUCT MOUNTED GRILLES MANUFACTURER WATER SOFTENER SCHEDULE UNIT NO. EXCHANGE CAPACITY PER TANK (GRAINS) TYPEMODEL NUMBER @ 15 PSI FLOW RATE (GPM) PEAK @ 25 PSI STD. RESIN (CU. FT.) REMARKSSOFTENER TANKBRINE TANK STORAGE (LBS) FLOW RATE BACKWASH SIZE INLET/OUTLET HEADER PIPE SIZE BRINE TANK SIZE WS 'X' WS-1 7 LBS SALT PER CU. FT (GPM) 1. INSTALL IN ACCORDANCE WITH MANUFACTURER'S WRITTEN INSTRUCTIONS. 2. PROVIDE WITH DIGITAL DISPLAY PROGRAMMABLE CONTROLLER. 3. CONNECT MECHANICAL CONTROLLER TO INLET AND OUTLET HEADER AS INDICATED ON DRAWINGS. NOTES: 13 LBS SALT PER CU. FT 1, 2, 3WCCMF-120 MR 4533 4 7 650 16W x 65H 24W x 50H 1.5"92,000 120,000CATION EXCHANGE MANUFACTURER SIDE STREAM FILTER SCHEDULE NO. UNIT SERVES F 'X' REMARKS F-1 1. FIELD INSTALLED ACCESSORIES INCLUDE AT A MINIMUM PRESSURE GAUGES ON THE INLET/OUTLET, ISOLATION SHUTOFF VALVES, UNION CONNECTIONS, AND A BALANCING VALVE FOR THE FLOW INDICATED. 2. THE MECHANICAL CONTRACTOR SHALL VERIFY INLET AND OUTLET CONFIGURATION. 3. MAXIMUM PRESSURE DROP IS BASED UPON A 5 MICRON CLEAN FILTER. NOTES: F-2 WESSELS WESSELS MODEL NO. DESIGN MAXIMUM FLOW RATE CONNECTION 4NBF12-2F 4NBF12-2F 60-140 160 160 2" (GPM) FLOW RATE (GPM) SIZE PRESSURE DROP MAXIMUM 0.75 (PSI) 0.75 1, 2, 3 1, 2, 3 FILTER TYPE BAG BAG GEOTHERMAL PLANT GEOTHERMAL PLANT 60-140 2" 1 1 RADIANT IN FLOOR HEAT SCHEDULE TUBE TYPEUNIT NO. TUBE SPACING LOOP LENGTH # OF LOOPS REMARKS IF 'X' LOAD PER SF IF-1 1. INSTALL IN ACCORDANCE WITH MANUFACTURER'S WRITTEN INSTRUCTIONS. 2. SELECTED WITH 35% PROPYLENE GLYCOL. 3. PROVIDE ALL SLAB PIPING, MANIFOLDS, SENSORS, AND CONTROLS. NOTES: TEMP DROP GPM HEAD LOSS SERVES ZONE 1 1,2,3hePEX 1/2"12" 299' 30 20°4.63 14.3 TOTAL RADIANT LOAD (BTU/HR) 43911 GROSS AREA SF 1394 REQUIRED WATER TEMP 126 MANUFACTURER UPONOR IF-2 IF-3 IF-4 ZONE 2 ZONE 3 ZONE 4 451 615 921 hePEX 1/2" hePEX 1/2" hePEX 1/2" UPONOR UPONOR UPONOR 12" 12" 12" 246' 225' 250' 126 126 126 14207 19373 29012 8.2 6.4 8.7 20° 20° 20° 1,2,3 1,2,3 1,2,3 30 30 30 1.50 2.04 3.06 1 1 1 5 2 3 4 1 1 F E D C B A 1 2 3 4 5 6 7 8 M MN Check: Drawn: Date: Comm: License Number: 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 under the laws of the State of Scale: Date 7/12/2023 9:38:41 AMBIM 360://222064 - Glacial Valley Park Building/222064 - Glacial Valley Park Building (MECH)_Central.rvt1/8" = 1'-0"Central: BIM 360://222064 - Glacial Valley Park Building/222064 - Glacial Valley Park Building (MECH)_Central.rvtCITY OF COTTAGE GROVE GLACIAL VALLEY PARK BUILDING M6.4 SCHEDULES 8635 W POINT DOUGLAS RD S COTTAGE GROVE, MN 55016 9900 RAVINE PKWY S COTTAGE GROVE, MN 55016 222064 JM AG 11/08/22 222064 MINNESOTA 11/08/22 PROFESSIONAL ENGINEER Revisions Description Date Num Addendum #1 11/28/2022 1 SI#01 02/06/2023 2 SI#02 05/02/2023 3 PR#04 07/11/2023 4 1 1 1 1 1 1 1 1 1 4 GENERAL SHEET NOTES - LIGHTING KEYED SHEET NOTES 3L OS L OS L OS DDDDD D DD3L OS L OS L OS L OS L OS L OS L OS L OS L OS L OS OS3D 3DDABGFIAB GFI AB GFI ABGFIABGFIABGFIAB GFI ABGFIEWC48" AB GFI 48"48"48"48"48"48"ABGFIABGFIWP WPWPAB GFI 36"SS SSSSSS S S SS S CRK S CRK S CRK WAP WAP SCRKSCRK JJJ84"84"JJ FB2 J FB2 J FB2 J FB2 JJFS F F F F F F F F F F F FFFFACPFFS F TS F TS F TS F FL48" JJ J JJ JJ J F WPFSDFSDJ S CRK SCRK SCRK SCRKSCRKSCRKSCRK SCRK48" 48" GENERAL SHEET NOTES - POWER A. SOME NOTES MAY NOT APPLY TO THIS SHEET. B. ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR WIRING ALL ELECTRICAL ITEMS SHOWN ON THIS DRAWING. C. ALL RECESSED LIGHTING FIXTURES IN LAY-IN CEILINGS SHALL BE INSTALLED WITH 6' LONG FLEXIBLE METAL CONDUIT. D. ALL MOUNTING HEIGHTS FOR LIGHTING FIXTURES ARE TO THE BOTTOM OF THE FIXTURES UNLESS INDICATED OTHERWISE. E. SEE ARCHITECTURAL EXTERIOR ELEVATIONS FOR MOUNTING HEIGHTS OF EXTERIOR LIGHTING FIXTURES. F. CIRCUIT WIRING IS NOT SHOWN EXCEPT FOR SWITCHING INTENT OF FIXTURES AND CONTROL OF DEVICES. G. PROVIDE PROPER NUMBER OF CONDUCTORS TO ACHIEVE CIRCUITING AND SWITCHING SHOWN. H. CIRCUIT NUMBERS AT DEVICES CIRCUIT NUMBERS SHOWN ARE FOR SCHEMATIC PURPOSES AND ARE FOR DISTINGUISHING CIRCUITS. RECORD AS-BUILT CIRCUITING IN A TYPED AND DATED PANELBOARD SCHEDULE. BRANCH CIRCUITS SHALL BE SIZED ACCORDING TO THE CIRCUIT BREAKER RATING, UNLESS INDICATED OTHERWISE ON THE ELECTRICAL EQUIPMENT SCHEDULE. I. SEE BRANCH CIRCUIT CONDUCTOR SIZING SCHEDULE ON SHEET E0.00. J. ALL OCCUPANCY SENSORS SHALL HAVE AUXILIARY CONTACTS OR ADDITIONAL DEVICES TO ENABLE HVAC INTERFACE. NORMAL OPERATING LIGHT FIXTURE. FEED FIXTURE USING EXISTING LIGHTING CIRCUITRY FROM NORMAL PANEL. A NL rl-1ab FIXTURE TYPE FIXTURE NOTES RELAY #/ PANEL CIRCUIT # SWITCHING SCHEME SWITCHED EMERGENCY LIGHT. FEED FIXTURE FROM EMERGENCY PANEL xx-x VIA EMERGENCY RELAY AS INDICATED ON PLAN. UNSWITCHED EMERGENCY LIGHT (NIGHT LIGHT). FEED FIXTURE FROM UNSWITCHED CIRCUIT IN EMERGENCY PANEL EHH1. 1. MAXIMUM ALLOWABLE WATTAGE FOR A LIGHTING CIRCUIT WILL NOT EXCEED 3500 (277V) OR 1600 (120V) WATTS. 2. REFER TO DIVISION 23 SPECIFICATIONS FOR MORE INFORMATION ON BAS LIGHTING CONTROLS. EMERGENCY LIGHTING UNIT AND EXIT LIGHT. FEED FROM UNSWITCHED CIRCUIT IN EMERGENCY PANEL xx-x. 1. PROVIDE 120V CONNECTION WITH JUNCTION BOX AND 1/2" CONDUIT TO FIRE PIT. TIMER SWITCH AND EPO BY DIV 23. 2. PROVIDE 3/4" CONDUIT WITH PULL STRING FROM JUNCTION BOX TO NEAREST ACCESSIBLE CEILING SPACE. 3. RPOVIDE 3/4" CONDUIT WITH PULL STRING BETWEEN JUNCTION BOXES. 4. PROVIDE BATTERY BACK UP, BATTERY SHALL BE MOUNTED IN THE VESTIBULE, ABOVE CEILING. 5. PROVIDE SINGLE GANG JUNCTION BOX FOR MOTORIZED SCREEN CONTROL AT SWITCH HIGHT, PROVIDE 2ND JUNCTION BOX AT 96" WITH BLANK COVER PLATE. PROVIDE 1/2 CONDUIT WITH PULL STRING BETWEEN JUNCTION BOXES. 6. PROVIDE RECEPTACLE FOR MOTORIZED SCREEN, REFER TO ARCHITECTURAL DETAILS FOR MOUNTING HEIGHT. INSTALL RECEPTACLE PER MANUFACTURES RECOMMENDATIONS. 7. PROVIDE TWO JUCTION BOXES AND 120V CONNECTION AT ONE FOR ELECTRIC PLUMBING CONNECTIONS. LOW VOLTAGE PLUMBING DEVICES BY DIV 22. 8. PROVIDE JUCTION BOX AND 120V CONNECTION FOR HEAT TRACE, HEAT TRACE BY DIV 22. 9. PROVIDE 120V CONNECTION FOR CO DETECTION SYSTEM, CO SYSTEM BY DIV 23. COORDINATE LOCATION WITH DIV 23. 10. PROVIDE 90 MINUTE BATTERY BACK UP, BATTERY SHALL BE INSTALLED IN THE VESTIBULE. 11. MOUNT BATTERY PACK FOR D1 FIXTURES ABOVE ACCESSIBLE CEILING SPACE. 12. MOUNT BATTERY PACK FOR D1 FIXTURES ABOVE ACCESSIBLE CEILING PANEL. 13. PROVIDE POWER FOR A/V EQUIPMENT, COORDINATE LOCATION WITH CITY VENDOR (AVI). 14. PROVIDE JUNCTION BOX AND CONDUIT WITH PULL STRING BACK TO NEAREST ACCESSIBLE CEILING FOR CARD ACCESS (BY OWNER). 15. PROVIDE JUNCTION BOX AND CONDUIT WITH PULL STRING BACK TO NEAREST ACCESSIBLE CEILING FOR SECURITY CAMERA (BY OWNER) 16. ROUTE DATA CONDUIT FROM FLOOR BOX BACK TO ELECTRICAL ROOM, INCLUDE PULL STRING. 17. PROVIDE STUB OUT FOR FIBER, INCLUDE PULL STRING AND CAPS, TAG FOR FIBER. 18. PROVIDE DEDICATED RECEPTACLE FOR OWNERS PATCH PANEL. COORDINATE LOCATION PRIOR TO INSTALLATION. 19. PROVIDE DEDICATED RECEPTACLE FOR OWNERS HEAD END EQUIPMENT, COORDINATE LOCATION PRIOR TO INSTALLATION. 20. PROVIDE JUNCTION BOX AND CONDUIT WITH PULL STRING BACK TO NEAREST ACCESSIBLE CEILING FOR WIRELESS ACCESS POINT. TOILET 106 MECHANICAL / JAN SUPPLY 105 PARKS STORAGE 108 KITCHENETTE 107A ELECTRICAL 109 CLASSROOM / PROGRAMS 107 LOBBY / WARMING 101TOILET 103 TOILET 104 N. VEST 102 KITCHENETTE / SERVING 111 STORAGE 112 S. VEST 100 MULTIPURPOSE 110 F F F F F F F F F F A F F F F D D D D D D D D D D1 D1DDDDDD A A A A A A A A A A AAA DDDDDDD1 D1 D1 B B B F EM AA C C CC C C C C C C C C C C C C E EM CC C C CC E EM E EM EM E EM E CCCCCC C C C C C C CCCCCC C C C C C C AA C C C C C C C C C CCCCCCC C C C C C C C CC 1 QPNMLKJHG FEDCBA 2 3 4 CC LP1/39 LP1/41 C LP1/14 D LP1/4 D LP1/4 C LP1/12 A LP1/10 A LP1/10 A LP1/10 B P1/41 D/B LP1/41 D/B LP1/41 F LP1/2 F LP1/39 C LP1/8 D LP1/6 D LP1/6 LP1 LP1/49 LP1/53 EM EM A A B B C D D D E F F F G G A 10 10 10 10 10 D D D D D LP1/6 D1 LP1/6 D1 LP1/4 11 12 1 1 1 1 3 FC-4 P-3 B-1 P-1 P-2 P-5 WH-1 FC-3 CF-4 CF-3 CUH-2 CF-1 CF-2 CUH-1UH-1 LP1 EF-3 (ROOF) EF-1 (ROOF) EF-2 (ROOF) CLASSROOM / PROGRAMS 107 ELECTRICAL 109 KITCHENETTE 107A PARKS STORAGE 108 TOILET 104 TOILET 103 MECHANICAL / JAN SUPPLY 105 LOBBY / WARMING 101 S. VEST 100 N. VEST 102TOILET 106 MULTIPURPOSE 110 KITCHENETTE / SERVING 111 STORAGE 112 1 QPNMLKJHG FEDCBA 2 3 4 LP1/35 LP1/11 LP1/11 LP1/11 LP1/11 LP1/1 LP1/1 LP1/1 LP1/1 LP1/1 LP1/3 LP1/5 LP1/9 LP1/7 LP1/13 LP1/13 LP1/13 LP1/13 LP1/13 LP1/15 LP1/15 LP1/15 LP1/15 LP1/15 LP1/31 LP1/15 LP1/17 LP1/31 LP1/31 LP1/31 LP1/31 LP1/31 LP1/31 LP1/33 LP1/21LP1/19 LP1/25 LP1/27LP1/29 LP1/23 LP1/17 LP1/17 LP1/17 LP1/37 GHP-1 2 2 1 TO FIRE PIT FC-1 LP1/24,26,28 LP1/31 LP1/31 LP1/12 LP1/32,34,36 LP1/8 LP1/75 LP1/18,20,22 LP1/57,59,61 LP1/63,65,67 LP1/69,71,73 LP1/10 LP1/2 LP1/38,40,42 LP1/4 LP1/16 LP1/13 LP1/13 LP1/14 LP1/6 LP1/83 LP1/83 LP1/81 LP1/81 LP1/77 LP1/77 LP1/79 LP1/79 LP1/81LP1/44 LP1/44 LP1/44 6 66 P-9 P-7 P-4 P-6 P-8 LP1/46,48,50 LP1/58 LP1/54 LP1/52 LP1/56 LP1/88 7 7 7 9 LP1/13 FC-2 LP1/30 P-10 LP1/60,62,64 3 2 13 13 LP1/44 LP1/44 LP1/44 1 1 1 1 14 15 16 2015 16 14 14 14 15 14 15 14 15 15 15 14 14 14 14 14 15 14 16 15 20 16 14 17 18 15 15 15 19 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 22 2 2 2 22 LP1/68P-11 3 A. SOME NOTES MAY NOT APPLY TO THIS SHEETS. B. ALL BOXES, CONDUIT AND WIRING TO BE CONCEALED. NO EXPOSED BOXES, CONDUIT AND WIRING SHALL BE ALLOWED UNLESS NOTED OTHERWISE. C. COORDINATE DEVICE LOCATIONS WITH OTHER TRADES INCLUDING HVAC EQUIPMENT, DUCTWORK, SPRINKLER PIPING AND BUILDING STRUCTURAL MEMBERS. D. NO MULTI-BRANCH CIRCUIT ALLOWED. PROVIDE A SEPARATE NEUTRAL WITH EACH CIRCUIT. E. VERIFY LOCATIONS AND ROUGH-IN REQUIREMENTS OF ALL OWNER FURNISHED EQUIPMENT PRIOR TO ROUGH-IN. F. CIRCUIT WIRING IS NOT SHOWN EXCEPT FOR SWITCHING INTENT OF FIXTURES AND CONTROL OF DEVICES. G. GFCI RECEPTACLES SHALL BE WIRED TO PROTECT ONLY THE DEVICES IN THAT OUTLET BOX. DOWNSTREAM DEVICES SHALL NOT BE PROTECTED BY GFCI. H. CIRCUIT NUMBERS SHOWN ARE FOR SCHEMATIC PURPOSES AND ARE FOR DISTINGUISHING CIRCUITS. RECORD AS-BUILT CIRCUITING IN A TYPED AND DATED PANELBOARD SCHEDULE. I. PROVIDE SEPARATED CONDUITS FOR ALL EMERGENCY CIRCUITS, DO NOT COMBINE WITH NORMAL BUILDING WIRING. J. COORDINATE HEIGHTS OF ALL DEVICES WITH MILLWORK AND MODULAR FURNITURE SHOP DRAWINGS PRIOR TO ROUGH-IN. K. OFFSET BACK TO BACK BOXES AT LEAST 12 INCHES EXCEPT IN RESIDENT ROOMS WHERE PUTTY-PADS SHALL BE PROVIDED (3M MPP+ OR EQUIVALENT). L. ALL RECEPTACLES TO BE TAMPER RESISTANT. M. SEE BRANCH CIRCUIT CONDUCTOR SIZING SCHEDULE ON SHEET E0.00 N. SEE MOTOR AND EQUIPMENT SCHEDULE ON SHEET E2.00. O. REFER TO MECHANICAL SHEETS FOR EXACT MOTOR LOCATIONS. GRADE CONNECTION CABINATE AND METER EXISTING UTILITY TRANSFORMER FROM UTILITY ELECTRICAL ROOM M LP1 208/120V 3P 4W 400A MCB RISER NOTE: 1. PANELBOARD SHALL BE SQUARED NQ OR APPROVED EQUAL. 3 PHASE FEEDER SCHEDULE (COPPER) FEEDER 3W FEEDER 4W ID (NO NEUTRAL)(WITH NEUTRAL) (AMPS)CONDUIT-PHASE-GROUND CONDUIT-PHASE-GROUND 20A (1) 1/2"C, 3#12+1#12G (1) 1/2"C, 4#12+1#12G 30A (1) 3/4"C, 3#10+1#10G (1) 3/4"C, 4#10+1#10G 40A (1) 3/4"C, 3#8+1#10G (1) 3/4"C, 4#8+1#10G 50A (1) 1"C, 3#6+1#10G (1) 1"C, 4#6+1#10G 60A (1) 1.25"C, 3#4+1#8G (1) 1.25"C, 4#4+1#8G 80A (1) 1.25"C, 3#3+1#8G (1) 1.25"C, 4#3+1#8G 100A (1) 1.5"C, 3#1+1#6G (1) 1.5"C, 4#1+1#6G 125A (1) 1.5"C, 3#1+1#6G (1) 1.5"C, 4#1+1#6G 150A (1) 1.5"C, 3#1/0+1#6G (1) 1.5"C, 4#1/0+1#6G 175A (1) 1.5"C, 3#2/0+1#6G (1) 2"C, 4#2/0+1#6G 200A (1) 2"C, 3#3/0+1#6G (1) 2"C, 4#3/0+1#6G 225A (1) 2"C, 3#4/0+1#4G (1) 2.5"C, 4#4/0+1#4G 250A (1) 2"C, 3#250+1#4G (1) 2.5"C, 4#250+1#4G 300A (1) 2.5"C, 3#350+1#4G (1) 3"C, 4#350+1#4G 400A (2) 2"C, 3#3/0+1#3G (2) 2"C, 4#3/0+1#3G 500A (2) 2"C, 3#250+1#2G (2) 2.5"C, 4#250+1#2G 600A (2) 2.5"C, 3#350+1#1G (2) 3"C, 4#350+1#1G 800A (3) 2.5"C, 3#300+1#1/0G (3) 2.5"C, 4#300+1#1/0G 1000A (3) 3"C, 3#400+1#2/0G (3) 3"C, 4#400+1#2/0G 1200A (4) 3"C, 3#350+1#3/0G (4) 3"C, 4#350+1#3/0G 1600A (5) 3"C, 3#400+1#4/0G (5) 3"C, 4#400+1#4/0G 2000A (6) 3"C, 3#400+1#250G (6) 3"C, 4#400+1#250G 2500A (7) 3"C, 3#500+1#350G (7) 3"C, 4#500+1#350G 3000A (8) 3"C, 3#500+1#400G (8) 3.5"C, 4#500+1#400G GENERAL NOTES: A. THE ABOVE FEEDER SCHEDULE IS A SCHEDULE OF TYPICAL FEEDERS AND SOME SIZES MAY NOT BE UTILIZED. B. CONDUCTOR AMPACITIES ARE BASED ON TABLE 310-15 OF THE NEC FOR COPPER CONDUCTOR AT 60 DEG C FOR 100A AND BELOW. AMPACITIES ARE BASED ON 75 DEG C FOR 125A AND ABOVE. C. FEEDER SIZES SHOWN ON THE RISER DIAGRAM INDICATE FEEDER AMPACITIES AND DO NOT NECESSARILY CORRESPOND TO CIRCUIT BREAKER AMPACITIES. CERTAIN FEEDERS MAY BE SIZED FOR THE DURATION FACTORS REQUIRED BY CODE AND/OR ARE OVERSIZED FOR VOLTAGE DROP. D. WHERE PARALLEL CONDUITS ARE INDICATED FOR A SINGLE FEEDER, EACH CONDUIT SHALL CONTAIN PHASE, NEUTRAL, AND GROUND CONDUCTORS INDICATED. E. CONDUIT ABOVE GRADE INDOORS SHALL BE EMT. CONDUIT ABOVE GRADE OUTDOORS SHALL BE GALVANIZED IMC OR RMC. F. EMT USED FOR PURPOSES OF SIZING CONDUIT. CONTRACTOR TO UPSIZE CONDUIT IF DIFFERENT THAN EMT. MARK WALL SWITCH #LEGS GENERAL NOTES: A. SCHEMES ARE SCHEMATIC. PROVIDE WIRING AND COMPONENTS AS REQUIRED. B. PROVIDE MULTIPLE SWITCH LOCATIONS (3-WAY SWITCHING) IF INDICATED ON PLANS. C. INTERCONNECT ALL SENSORS IF MULTIPLE SENSORS ARE SHOWN WITHIN SAME ROOM, UNLESS INDICATED OTHERWISE. D. PROVIDE EMERGENCY RELAYS AS INDICATED ON PLANS. E. ALL OCCUPANCY SENSORS SHALL HAVE AUXILIARY CONTACTS OR ADDITIONAL DEVICES TO ENABLE HVAC INTERFACE. LIGHTING CONTROLS SCHEDULE OCC SENSOR LOCATION MANUAL /AUTO DAY LIGHT 2 MANUAL WALL DIMMING X X AUTO NONE AUTO NONE MANUAL A B C D E F G 1 1 NONE 1 NONE CEILING CEILING CEILING MANUAL MANUAL INTENDED LOCATIONS OF USE NONE MANUAL1ELECTRICAL/MECHANICAL ROOMS LOBBY/VEST PARKS STORAGE RESTROOMS STORAGE KITCHENETTE MULTIPURPOSE/CLASSROOM F E D C B A 1 2 3 4 5 6 7 8 E MN NorthCheck: Drawn: Date: Comm: License Number: 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 under the laws of the State of Scale: Date 7/11/2023 10:31:02 AMBIM 360://222064 - Glacial Valley Park Building/222064 Glacial Valley Park Building_Elec_Bim 360.rvtAs indicatedCentral: BIM 360://222064 - Glacial Valley Park Building/222064 Glacial Valley Park Building_Elec_Bim 360.rvtCITY OF COTTAGE GROVE GLACIAL VALLEY PARK BUILDING E1.00 LIGHTING / POWER & SYSTEMS PLANS 8635 W POINT DOUGLAS RD S COTTAGE GROVE, MN 55016 9900 RAVINE PKWY S COTTAGE GROVE, MN 55016 222064 S MCNAMARA D PETERSON 11/8/22 222064 MINNESOTA 11/8/22 BRADLEY R. JOHANNSEN 43936 PROFESSIONAL ENGINEER 1/8" = 1'-0" LIGHTING PLANF1 1/8" = 1'-0" POWER & SYSTEMS PLANF4 NOTES: Load Types (LT): COOL - Summer Cooling, ELEV- Elevator, EQ - Equipment, EX -Existing, GND - Grounding, HEAT - Winter Heating, KTCH- Kitchen, L MTR - Largest Motor, LTG -Lighting, MTR - Motor, RCPT - Receptacle Breaker Types (BT): AF = Arc Fault, GF = Ground Fault Circuit Interrupt, GE = Ground Fault Equipment Protection (30mA), SH = Shunt Trip, EX = Existing, NX = New Breaker For Existing Panel, M = Metered EST. DEMAND CURRENT:335 A RCPT 9900 VA 100.00% 9900 VA CONNECTED CURRENT:302 A Other 0 VA 0.00% 0 VA ESTIMATED DEMAND:120570 VA MTR 92407 VA 111.01% 102584 VA CONNECTED LOAD:108770 VA LTG 7062 VA 125.00% 8828 VA LOAD CLASSIFICATION CONNECTED DEMAND ESTIMATED PANEL TOTALS TOTAL AMPS:324 A 290 A 294 A TOTAL LOAD:39 kVA 35 kVA 35 kVA 83 STORAGE 112 Other... 20 A 1 0.4 0.0 1 20 A -- SPARE 84 81 MULTIPURPOSE 110 Other 20 A 1 0.0 0.0 1 20 A -- SPARE 82 79 FLOORBOX 110 RCPT 20 A 1 0.0 0.0 1 20 A -- SPARE 80 77 FLOORBOX 107 RCPT 20 A 1 0.0 0.0 1 20 A -- SPARE 78 75 P-5 MTR 15 A 1 1.2 0.0 1 20 A -- SPARE 76 73 -- -- -- -- -- 3.7 0.0 1 20 A -- SPARE 74 71 -- -- -- -- -- 3.7 0.0 1 20 A -- SPARE 72 69 P-3 MTR 60 A 3 3.7 0.0 1 20 A -- SPARE 70 67 -- -- -- -- -- 2.0 0.1 1 20 A MTR CONDENSATE PUMP 68 65 -- -- -- -- -- 2.0 0.0 1 20 A -- MONUMENT LIGHTS 66 63 P-2 MTR 30 A 3 2.0 0.3 -- -- -- -- -- 64 61 -- -- -- -- -- 2.0 0.3 -- -- -- -- -- 62 59 -- -- -- -- -- 2.0 0.3 3 30 A MTR P-10 60 57 P-1 MTR 30 A 3 2.0 0.5 1 15 A MTR P-9 58 55 LOBBY 101 LTG 20 A 1 1.8 1.2 1 15 A MTR P-8 56 53 MULTIPURPOSE 110 LTG 20 A 1 1.7 1.2 1 15 A MTR P-7 54 51 KITCH/STOR/MULTI... LTG 20 A 1 0.5 1.2 1 15 A MTR P-6 52 49 CLASSROOM 107 LTG 20 A 1 1.7 3.7 -- -- -- -- -- 50 47 S. VEST/S. EXTERIOR LTG 20 A 1 0.2 3.7 -- -- -- -- -- 48 45 N. VEST/N. EXTERIOR LTG 20 A 1 0.2 3.7 3 60 A MTR P-4 46 43 MECHANICAL 105 LTG 20 A 1 0.2 1.3 1 20 A Other... MULTIPURPOSE 110 44 41 TOILET/KITCH 107A LTG 20 A 1 0.3 0.8 -- -- -- -- -- 42 39 STORAGE 108/ ELEC 109 LTG 20 A 1 0.4 0.8 -- -- -- -- -- 40 37 EXTERIOR RCPT 20 A 1 0.2 0.8 3 30 A MTR FC-4 38 35 EXTERIOR RCPT 20 A 1 0.2 0.6 -- -- -- -- -- 36 33 EXTERIOR RCPT 20 A 1 0.2 0.6 -- -- -- -- -- 34 31 MULTI 110/STOR 112 MTR;... 20 A 1 1.3 0.6 3 30 A MTR FC-3 32 29 KITCHENETTE 111 RCPT 20 A 1 0.2 0.9 1 15 A MTR FC-2 30 27 KITCHENETTE 111 RCPT 20 A 1 0.2 0.8 -- -- -- -- -- 28 25 KITCHENETTE 111 RCPT 20 A 1 0.2 0.8 -- -- -- -- -- 26 23 KITCHENETTE 111 RCPT 20 A 1 0.2 0.8 3 30 A MTR FC-1 24 21 KITCHENETTE 111 RCPT 20 A 1 0.2 13.6 -- -- -- -- -- 22 19 KITCHENETTE 111 RCPT 20 A 1 0.2 13.6 -- -- -- -- -- 20 17 RESTROOMS/MECH 105 RCPT 20 A 1 0.7 13.6 3 200 A MTR GHP-1 18 15 LOBBY 101/N&S VEST RCPT 20 A 1 1.1 0.7 1 15 A MTR UH-1 16 13 CLASSROOM 107 MTR;... 20 A 1 1.1 0.5 1 15 A MTR CUH-2 14 11 ELEC 109/CLASS 107 RCPT 20 A 1 0.7 0.5 1 15 A MTR CUH-1 12 9 KITCHENETTE 107A RCPT 20 A 1 0.2 0.1 1 15 A MTR B-1 10 7 KITCHENETTE 107A RCPT 20 A 1 0.2 0.2 1 15 A MTR;... WH-1 8 5 KITCHENETTE 107A RCPT 20 A 1 0.2 0.7 1 15 A MTR EF-3 6 3 KITCHENETTE 107A RCPT 20 A 1 0.2 0.7 1 15 A MTR EF-2 4 1 PARKS STORAGE 108 RCPT 20 A 1 0.9 0.7 1 15 A MTR EF-1 2 # BT LOAD DESCRIPTION LT BKR P A B C P BKR LT LOAD DESCRIPTION BT # FED FROM: BUS AMPS: MAINS AMPS:400A MAINS TYPE:SPECIAL: MOUNTING:SURFACE A.F.C....SEE SHORT CIRCUIT STUDY LOCATION:ELECTRICAL 109 VOLTAGE:208Y/120 V. 3 ø 4 W. PANELBOARD: LP1 N.T.S. RISER DIAGRAMB1 Revisions Description Date Num ADD #1 11/28/2022 1 PR#1 3/17/2023 2 PR#4 7/12/2023 3 1 1 1 1 2 3 Contract Change Order Minneapolis MN 55404 501 South Eighth Street Contract #: 2210103-WS 06-A2210103-02 Cottage Grove Glacial Valley ParkProject: 12800 Ravine Parkway South Cottage Grove, MN 55016 Contract Change Order #: 1 To Contractor : 23350 County Road 10 Change Order Date: 10/13/23 Corcoran, MN 55357 Ebert, Inc. dba Ebert Construction PCO Item Description Amount THE CONTRACT IS CHANGED AS FOLLOWS: ($170.00)Carpentry per Wold PR #04. 2 11 $0.00 No cost change per Wold PR #05. 1 12 $0.00 No cost change per Wold PR #06. 1 13 Total ($170.00) The original Contract Sum was . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . The net change by previously authorized Change Orders was . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . The Contract Sum prior to this Change Order was . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . The Contract Sum will be decreased by this Change Order . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . The new Contract Sum will be . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . $363,300.00 $363,130.00 $0.00 $363,300.00 ($170.00) NOT VALID UNTIL SIGNED BY THE OWNER, CONSTRUCTION MANAGER, ARCHITECT AND CONTRACTOR DATE: Kraus-Anderson Construction Company 501 South Eighth Street Minneapolis MN 55404 BY (Signature) CONSTRUCTION MANAGER (Firm name) ADDRESS Dan Kjellberg (Typed name) ARCHITECT (Firm name) ADDRESS BY (Signature) DATE: (Typed name) Wold Architects & Engineers Jacob Wollensak Jennifer Levitt Cottage Grove, MN 55016 8635 W. Point Douglas Rd City Of Cottage Grove (Typed name)DATE: (Typed name)DATE: BY (Signature) ADDRESS OWNER (Firm name) BY (Signature) ADDRESS CONTRACTOR (Firm name) Ebert, Inc. dba Ebert Construction Corcoran, MN 55357 23350 County Road 10 332 Minnesota Street - Suite W2000 Saint Paul, MN 55101 Page 1 of 1 Corcoran, MN 55357 23350 County Road 10 Ph : 763-498-7844 Change Proposal Phone: Job:66001 City Cottage Grove-Glacial 6A Number: Date: 5 7/21/23 To:Kraus Anderson 416 South Broadway Rochester, MN 55904 Description:PCO # 11 Proposed are the following changes: See pricing as requested for PCO # 11. The total amount to provide this work is ..................................................................................................$-170.00 (Please refer to attached sheet for details.) If you have any questions, please contact me at 763-498-7844. Submitted by:Approved by: Date: Ebert Companies Pricing subject to review/change if not approved within 14 days of receipt. Page 1 of 2 Corcoran, MN 55357 23350 County Road 10 Ph : 763-498-7844 Change Proposal 5 Price Breakdown Continuation Sheet Description:PCO # 11 Description PriceMaterialSubcontractOtherEquipmentLabor Rough Carpentry $-170.00$-170.00 Subtotal:$-170.00 Total:$-170.00 Page 2 of 2 COST ISSUE DATE:7/19/2023 TO:PROJECT:66001 Glacial Valley 6A Ebert Construction RE:PCO #11 DATE: TIME EXTENSION REQUESTED: DESCRIPTON: MATERIAL/LABOR BREAK-DOWN AMOUNT Carpenter Credit 1-pc blocking at louver jamb and head, 4- pc blocking at sill.-2 Hrs @ $85.00 Hr =($170.00) Access Panel in gyp ceiling by WS #9A Roof Blocking at added curbs by WS #7A SIGN: DATE:TOTAL ADDITIONAL COST:($170.00) Prepared By: Kevin Roehl DISTRIBUTION 7/13/2023 Jake Stolquist Corcoran, MN 55357 23350 County Road 10 Changes per PCO #11. APPROVAL EBERT CONSTRUCTION Attachments: Wold PR #4 dated 7/12/23 We have reviewed the PCO and acknowledge that it is a “no change” item and does not affect our completion date. Signed By: Date: Company Name: 501 South Eighth Street Minneapolis, MN 55404 Request For Proposal Project: 2210103- PCO #: 11 Cottage Grove Glacial Valley Park 9900 Ravine Parkway South Cottage Grove, MN 55016 Date: 07/13/2023 To: Matt Harder, Kraus-Anderson Construction Company Jennifer Levitt, City Of Cottage Grove Zac Dockter, City Of Cottage Grove Jed Kittleson, American Structural Metals, Inc. TJ Rokke, Architectural Sales Of Minnesota, Inc. Amy Van Stippen, LaForce, LLC Nicole Bolssen, LaForce, LLC Eugene Hollister, Lake Area Roofing & Construction, Inc. Dan Mycka, Modern Piping, Inc. Eric Halvorson, NOVA Fire Protection, Inc. Griffin Rahm, NOVA Fire Protection, Inc. Nick Evans, NOVA Fire Protection, Inc. Jerry Domino, S & J Glass, Inc. Brodey Domino, S & J Glass, Inc. Chris Keller, Steenberg-Watrud Construction, LLC Matthew Rivera, Vinco Inc. Juan Munoz, Vinco Inc. Brad Feyereisen, Wasche Commercial Finishes, Inc. Adam (PM) Mueller, Renovation Systems, Inc. Jacob Wollensak, Wold Architects & Engineers Michael Stephens, Wold Architects & Engineers Allison Timmins, Wold Architects & Engineers Steven Coddington, Park Construction Company Jake Stolquist, Ebert Construction Andy Lipe, Doorco, Inc. Janelle Bittmann, Wild Cat Cleaning Services, LLC Christian Goldman, Commercial Drywall, Inc. Please provide a cost breakdown in accordance with the Contract Documents and a Summary for the Change described herein and on the attachments (if any) listed. All responses are required within seven (7) days. This is not an authorization to proceed with the work described herein unless and until approved by the Owner. On approval, this change will be included in a Change Order, which will provide the formal Contract Change. DESCRIPTION OF PROPOSAL: Attachments: Wold PR #4 dated 7/12/23 We have reviewed the PCO and acknowledge that it is a “no change” item and does not affect our completion date. Signed By: Date: Company Name: Please provide a cost estimate per the attached Wold Architects and Engineers PR #04 dated July 12, 2023 regarding mechanical layout revisions. PROPOSAL REQUEST Distribution: ☐ Adam Moshier, CG ☐ Zac Dockter, CG ☒ Dustin Phillips, KA ☒ Jake Wollensak, Wold ☒ Tom Clark, Wold ☒ Michael Stephens, Wold ☒ Allison Timmins, Wold ☒ Pat Jansen, Wold ☒ Angel Gonzalez, Wold ☒ Sean McNamara, Wold ☒ Derek Peterson, Wold ☐ Linda Peters, BKBM ☐ Drew Luebke, BKBM ☐ Jay Pomeroy, BMI ☐ Jeff Toutant, BMI City of Cottage Grove Glacial Valley Park Building Kraus-Anderson Attn: Dan Kjellberg/Rachel Struckman 501 South Eighth Street Minneapolis, MN 55404 612.332.7281 dan.kjellberg@krausanderson.com / rachel.struckman@krausanderson.com Submit an itemized (labor and material) quotation for the proposed modifications to the contract documents as described herein within 21 days of receipt. If a cost is not submitted within 21 days, this Proposal Request can be accepted at no additional cost. Written approval is required prior to proceeding with this change. COST EXPECTATIONS: ☐ DEDUCT ☐ NO COST ☒ ADD PR: 04 Comm: 222064 Const. Pkg: [Status] Item Description 4 Mechanical Layout Revisions 4.1 See revised sheet M1.0 for updated west roof drain locations as per RFI#019; west roof drain has been shifted further east since RFI response to avoid conflict with structure. For updated VTR location. And for updated Storm Drain sizes as per RFI#013 4.2 See revised sheet M2.0 for updated FC 1,2,3,4 locations. For the addition of Condensate Pump (P-11) and its location and pipe connections. 4.3 See revised sheet M3.0 for updated duct routes. For the removal of the Louver in the mechanical room. For the addition of Intake Hood and their locations. For the new location of Exhaust Fan-1 and 2. For the new location of Relief Hood and the addition of a Drip Pan. 4.4 See revised sheet M4.0 for updated west roof drain locations as per RFI#019. For updated VTR, Exhaust Fan-1, Exhaust Fan-2, Boiler Intake and Exhaust Vent, Water Heater Intake and Exhaust Vent, and Relief Hood location. For the addition of Intake Hood and their locations. And for removing the thermostats from the roof. 4.5 See revised sheet M6.2 for updated Gravity Relief Hood Detail Also, for the addition the Gravity Hood Intake Detail. Provide with Damper actuators accessible from inside the hood. Framing for new roof openings to follow structural detail 13/S3.101. 4.6 See revised sheet M6.4 for updated Pump Schedule. PROPOSAL REQUEST PR: 04 Comm: 222064 Const. Pkg: [Status] Page 2 Item Description For updated Intake and Relief Hood Schedule. 4.7 See revised sheet E1.00 for the addition of the Condensate Pump (P-11) and its location. 4.8 See sheet E1.00 for revisions to lighting in Toilet 106. 4.9 Refer to sheet A2.001 for revisions to ceiling heights, ceiling transitions, and diffuser locations. 4.10 Refer to sheet A2.001 for lighting reductions and modified access panel in Toilet 106. Added Access panel (AP #3) shall be ceiling mounted 48” x 64” double door with cam latch per the attached drawing from Nystrom or equal. 4.11 Refer to revised architectural drawings for added wall type to maintain rating between Toilet 106 and Mechanical 105. 4.12 Refer to revised architectural drawings for deletion of louver L2 and subsequent alterations to exterior wall sections and exterior elevations. 4.13 Refer to revised roof plan on sheet A2.095 to modifications to roof drains, vents, exhaust fans, and roof hoods per mechanical revisions. Attachments: A2.001, A2.095, A2.901, A4.101, A4.701, A5.101, A5.201, M1.0, M2.0, M3.0, M4.0, M6.2, M6.4, E1.0 Issued By: Michael Stephens Date: 07/12/2023 WEIGHT: 74.1DWONystrom AD NTC4864D ShpDrPROPRIETARY AND CONFIDENTIAL: THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF NYSTROM. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN DWODWG. NO.Flush Dr, Drywall, ScrDvr Cam, Conc Cont Hgn, BAB122PROJECT:48x48, Double Door, Steel, White Pwd,PERMISSION OF NYSTROM IS PROHIBITED. ©2021 NYSTROM, INC. DRAWNRELEASEDSIZEMinneapolis, MN 55428SHEET 1 OF 2DATENAMETITLE:AREVNTC4864DPART#:QTY:CONTRACTOR:ARCHITECT:15/16/23Access Door, Non-rated, 9300 73rd Avenue North 5/16/23SECTION A-A64"HEIGHTSECTION B-B 1" 48" WIDTH 1 3/8" LATCH: Screwdriver Cam5SPECIFICATIONS:1 DOOR: Galv 16 GA2 FRAME: Steel 16 Ga, 1" Flange 3 FINISH: White Pwd4 HINGE: Flush Continuous HingeROUGH OPENING: 48.25" x 64.25"CLEAR OPENING: 46.31" x 62.88"DEGREE OF OPENING: 125 65 7/8" 49 7/8" BBAA521 DWODWG. NO. WEIGHT: 74.1DWOFlush Dr, Drywall, ScrDvr Cam, Conc Cont Hgn,BAAB122148x48, Double Door, Steel, White Pwd,PERMISSION OF NYSTROM IS PROHIBITED. ©2021 NYSTROM, INC. DRAWNRELEASEDSIZEPROPRIETARY AND CONFIDENTIAL: THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF NYSTROM. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN SHEET 2 OF 2DATENAMETITLE:5/16/23REV5/16/23ANTC4864DMinneapolis, MN 55428PART#:Access Door, Non-rated, 9300 73rd Avenue North Nystrom AD NTC4864D ShpDrOPENING WIDTH47 5/8" CLEAR62 7/8"CLEAROPENINGHEIGHTCC1/4" MOUNTING HOLE26.00"B-DOORHEIGHT FLOOR PLAN KEY NOTES: 1 DOOR ACTUATORS. 2 INDUSTRIAL SHELVING, NIC. 3 MOP SINK - SEE MECHANICAL. 4 CABINET UNIT HEATER. SEE DETAIL . SEE MECH. FOR SPECIFICATIONS, COORDINATE LOCATION WITH MECH. 5 PROVIDE WALL MOUNTED FIRE EXTINGUISHER PER SPECIFICATIONS. VERIFY LOCATION WITH OWNER/ARCHITECT. 6 INTERIOR WOOD BENCH, SEE SPECIFICATION 12 67 00. 7 PROVIDE IN-WALL BACKING AS REQUIRED FOR WALL-MOUNTED AV EQUIPMENT. 8 PROVIDE RECESSED CABINET AND FIRE EXTINGUISHER PER SPECIFICATIONS. VERIFY LOCATION WITH OWNER/ARCHITECT. 9 FRP 8'-0" AFF AND EXTENDING 2'-0" TO EACH SIDE OF MOP SINK/HOSE BIB U.N.O.; SEE SPECIFICATION 06 83 16. 10 BOLLARD, SEE DETAIL 11 TRENCH DRAIN, SEE MECHANICAL. C6/A6.001 12 FOLDING GLASS DOOR SYSTEM. 13 MANUFACTURED FIREPLACE; SEE CIVIL. 14 CORNER GUARDS, TYP.; SEE SPECIFICATIONS. 15 RECESSED FIRE DEPARTMENT KEYED LOCK BOX. 16 EXTERIOR BENCH; SEE CIVIL. 17 CONCRETE SPLASH BLOCK. SEE DETAIL B6/A6.001 18 THERMALLY MODIFIED WOOD SIDING; SEE SPECIFICATIONS AND ELEVATION. 19 HOSE BIB, SEE MECHANICAL. 20 EMERGENCY EYEWASH, SEE MECHANICAL. B3/A4.705 21 AP #1; COORDINATE LOCATION WITH MECHANICAL CONTRACTOR IN FIELD. 4 A B C D E F J L M N P Q 3 2 1 G KH 24'-0"25'-8"24'-0"3'-9 1/2" 6'-5" 6'-5" 6'-5" 6'-5" 6'-5" 6'-5" 6'-5" 6'-5" 6'-5" 6'-5" 6'-5" 6'-5" 6'-5" 6'-5" 2'-5" MULTIPURPOSE 110 STORAGE 112 KITCHENETTE / SERVING 111 N. VEST 102 S. VEST 100 LOBBY / WARMING 101 MECHANICAL / JAN SUPPLY 105 PARKS STORAGE 108 CLASSROOM / PROGRAMS 107 ELECTRICAL 109 KITCHENETTE 107A TOILET 104 TOILET 103 SF1 SF2SF3 SF8 SF1 SF4SF5 _______D5 A4.101 100A 100B 102A 102B106105 104103107A 108A109 110A 111A111B _______D3 A4.101 A4.707A7A4.707 B7 A4.707 A5 A4.707 C7 A4.707 B5A4.707 D7 GA6 GA7 GA6 GA7 GA7 MA3 MA3 MA3 MA3 MA3 GA6 GA7 A4.706 B6 A4.706 E6A4.706 D6 A4.706 B3 A4.706B1 C5A5.101E1 A5.101E5A5.101C1 A5.101 9'-7 1/2"4"7'-4" D1 A5.201 _______ TOILET 106 D2 A5.201 _______ D4 A5.201 _______ 44'-0 1/2"8'-7 1/2"2'-10 1/4"40'-6 1/4"1'-4 1/2"24'-0"25'-8"24'-0"3'-4" 6'-0" 6'-3 1/2"2'-0 1/2"3'-4" 32'-8 1/2"2'-4"38'-2 1/4" 2'-10 1/4" 8'-7 1/2" 12'-7 1/4"31'-5 1/4" F2 A5.201 _______ D7 A5.201 _______ F1 A5.201 _______ 2 2 6 1 A4.706 E3 D3 B4 A5.201 _______B2 A5.201 _______ 1 1 6 6 6 4 1 1 5 1/2"10'-8"3"6'-10" 5'-8" 3'-1" 2'-11 1/2" 5'-8" 2'-2"21'-8"17'-4"1'-6 3/4" 7'-1 1/4" 7'-10 3/4" 2'-10 1/4" 5 1/2" 2'-10 1/4" 12'-0" 10" 12'-0" 10" GB6GB6 5'-0" GB6 12'-0" 4'-0" 9'-11 1/2" 3'-8" 4'-0" 1'-1" 2'-2" 8'-5"2'-2"2'-3" 1'-9"6'-7"GB6GB6 GA6 D5 A5.201 _______ F5 A5.203 _______ SIM F1 A5.201 _______ SIM D4 A5.201 _______ SIM D1 A5.201 _______ SIM D2 A5.201 _______ 10 F1 A5.202 _______ 11 F3 A5.202 _______ B5 A5.201 _______ F1 A5.203 _______ C1 A5.202 _______ C5 A5.202 _______ GBM GBM GBM GBM GBMGBM GBM F5 A5.202 _______F7 A5.202 _______ SIM F5 A5.202 _______ SIM F7 A5.202 _______ 12 111C 112 SF6SF6SF7SF7SF9 4'-8 1/2" 10'-0" 2'-0" 3'-4" 108C 108B 15'-7 1/2"38'-1"5'-3 1/2" 20'-0 1/2"6'-0"6'-3 1/2"2'-0 1/2"3'-4"15'-9"3'-0"13'-11 1/2"3'-4"6'-0"CANOPYABOVECANOPY ABOVE 1'-2" 1'-2"1'-2" 1'-2"1'-2" 1'-2" 4'-0" x 8'-8" CONC STOOP 4'-6" CANOPY ABOVE 6'-0"CANOPYABOVE1'-2" (6) EQ JOINTS IN CAP 1'-2" 4'-0" x 8'-8" CONC STOOP 4 1 1 1 4'-0"4'-8"18'-0"17'-3"4'-0" x 8'-4" CONC STOOP 4'-0" x 8'-4" CONC STOOP 10 5'-0" x 15'-6" CONC STOOP 12 12 GB7 1'-4 1/2"2'-4"GBM 1'-4 1/2"EQ EQ3'-0"3'-7" 2'-5" EQ EQ FLOOR DRAIN 99'-8 1/2"38'-1"11'-11 1/2"13'-4 1/2"5 8 8 8 3'-4" x 37'-8" CONC STOOP 13 A4.706 D1 A4.706E1 F3 A5.101F6A5.10114 14 14 14 14107B 110BB1 A5.201 _______ SIM B1 A5.201 _______ 15 GB6GB6 11'-1 1/2" 3'-8" 5 9 16 _______F1 A5.603 _______F4 A5.603 TYP _______F6 A5.603 1710"CLG ABOVE _______C1 A5.603 18 18 19 9 3 GA6 20 GA7 _______E3 A5.601 _______B5 A5.601 L1 21 21'-7" 1 1 1 GA6 1 1 77 1 1 3 3 FOR FRAME DEPTH, ONLY EXCEPTIONS TO THE FOLLOWING TABLE ARE SCHEDULED: GYPSUM BOARD PARTITIONS: THROAT OF FRAME TO MATCH WALL THICKNESS. MASONRY PARTITIONS: 4" WALL: 3 3/4" FRAME 6" WALL: 5 3/4" FRAME 8" AND GREATER WALL: 7 3/4" FRAME FRAME DEPTHS ARE SCHEDULED IN NOMINAL DIMENSIONS. SEE FRAME/ DOOR TYPES (DETAIL SECTION 51000) FOR CORRESPONDING ACTUAL DIMENSIONS. ALL DOORS ARE 1 3/4" THICK UNLESS OTHERWISE NOTED. FOR GLASS TYPES, ONLY EXCEPTIONS TO THE FOLLOWING TABLE ARE SCHEDULED: INTERIOR NON RATED: CLEAR (SAFETY WHEN REQUIRED BY TABLE IN GLAZING SPECIFICATION.) INTERIOR AND EXTERIOR RATED: FIRE RATED EXTERIOR NON-RATED: CLEAR INSULATED (SAFETY INSULATED WHEN REQUIRED BY TABLE IN GLAZING SPECIFICATION.) SEE SHEET A2.901 FOR FRAME TYPES. SEE SHEET A2.901 FOR DOOR TYPES. AT DOOR SCHEDULE, LABEL DESIGNATION "45/20" INDICATES: FOR ALL OPENINGS WITH SIDE LITES AND SCHEDULED TO BE RATED FOR 20 MINUTES, THE DOOR AND ANY GLASS WITHIN THE DOOR IS TO BE RATED FOR 20 MINUTES; THE FRAME AND ADJACENT SIDELITE(S) GLASS AND FRAME IS TO BE RATED FOR 45 MINUTES." 1. 2. 3. 4. 5. 6. DOOR SCHEDULE GENERAL NOTES HANDICAP ACTUATORS (AT TWO EXTERIOR VESTIBULE DOORS). CARD READER. SEE HARDWARE SPECIFICATIONS AND ELECTRICAL DRAWINGS. 1. 2. DOOR SCHEDULE REMARKS 5'-8" OPENING FOR SLIDING BARN DOOR ASSEMBLIES.3. TOTAL QTY THREE (3) FOLDING GLASS DOORS - SEE STORE FRONT TYPES ELEVATIONS FOR ADDITIONAL INFORMATION. 4. SEE INTERIOR ELEVATIONS FOR LOCATIONS OF BURNISHED BLOCK, PAINTED BLOCK, STONE, PAINT, AND VINYL BASE. 1. 3. 4. 5. PAINT CEILING AND ALL EXPOSED STRUCTURE (NOT INCLUDING GLU-LAM WOOD STRUCTURE), PIPING, CONDUIT, MECHANICAL DUCTS AND VENTS. PROVIDE VINYL BASE AT CASEWORK. 6. SEE INTERIOR ELEVATIONS SHEET A4.706 FOR GWB REVEAL LOCATIONS. SLOPE CONC. FLOOR TOWARDS TRENCH DRAIN. SEE PLANS FOR FLOOR SLOPING INFORMATION. ROOM FINISH SCHEDULE REMARKS PROVIDE REMOVABLE RESILIENT ATHLETIC FLOORING (RAF-1) INSTALLED OVER PERMANENT P-TILE FLOORING. 2. 7. PROVIDE EPOXY PT THROUGHOUT ROOM IN ALL LOCATIONS SCHEDULED FOR PT.8. BASE CONDITION VARIES FROM WALL TO WALL - REFER TO INTERIOR ELEVATIONS. 8'-6" GWB/PT-6A 8'-6" GWB/PT-6A 8'-0" ACT 2 / -- 9'-0" ACT 2 / --8'-0" ACT 2 / -- 9'-0" ACT 2 / --EQEQ 4'-6"EQEQ 4'-6"3'-0"4'-0"4'-0"3'-0"4'-0"4'-0" EXPOSED EXPOSED EXPOSED 3 3 3 3 EQEQ EQ 4 5 4 5 3'-0"3'-0"3 9'-0" GWB/PT-6A BTM OF CLG 9'-4" EQ TYP 3'-0"EQ TYP 66 66 777 3'-0"2'-0"8 8 BTM OF CLG 9'-4" TYP 1 9 7'-0" GWB/PT-6A 7'-0" GWB/PT-6A 7'-0" GWB/PT-6A HIGH _______F1 A4.801 D6 A5.603 _______ B7 A4.801 _______ A7 A4.801 _______ A7 A4.801 _______ 9'-0" GWB/PT-6A A7 A4.801 _______ 10 10 11 TYP 11 TYP EQ EQEQEQEQ 12 HIGH 12 15 13 13 B1 A4.801 _______ B1 A4.801 _______SIM B1 A4.801 _______SIM B1 A4.801 _______ 1 1 A5 A4.801 _______ 1 EQEQ3'-2 1/2" 6'-5" 6'-5" 6'-5" 6'-5" 6'-5" 9'-7 1/2" 9'-7 1/2" 3'-2 1/2"EQ 6'-0" EQEQ EQ KA 14 G Q EQEQ6'-5" 9'-7 1/2" 6'-5" 6'-5" 6'-5" 6'-5" 6'-5" 3'-2 1/2"EQ EQ EQEQ EQ EQ EQ 9'-0" GWB/PT-6A ALIGN FINISHES 1 7'-2" GWB/PT-6A 3 A5 A4.801 _______ 8'-2" ACT 2 / -- 8'-0" GWB/PT-6A 7'-10" GWB/PT-6A 7'-10" GWB/PT-6A 3 3 3 3 3 3 8'-6" GWB/PT-6A RCP KEY NOTES: 1 PAINT ALL EXPOSED STRUCTURE, MECHANICAL, ELECTRICAL AND WALLS ABOVE 9'-4" PT-8. DO NOT PAINT FIRE ALARM WIRES OR EQUIPMENT TAGS. 2 MODIFY CEILING GRID AS REQUIRED FOR NEW WORK. 3 INTERIOR MANUAL ROLLER SHADES. 4 STAINED AND SEALED STRUCTURAL GLUE-LAMINATED BEAMS. 5 PAINT EXPOSED METAL ROOF DECK, MECHANICAL AND ELECTRICAL PT-8. DO NOT PAINT FIRE ALARM WIRES OR EQUIPMENT TAGS. 6 SUSPENDED CEILING FAN - SEE MECH 7 EXTERIOR MOTORIZED RETRACTABLE SCREENS (LOW) 8 THERMALLY MODIFIED WOOD SLOPING EXTERIOR RAINSCREEN SOFFIT 9 SUSPENDED WOOD PLANK AND GRILLE CEILING. 1" X 4" NOMINAL WOOD DIMENSIONS. REFER TO ENLARGED PLAN FOR LAYOUT INFORMATION. 10 SUSPENDED TONGUE AND GROOVE THERMALLY MODIFIED WOOD CEILING. 11 FABRIC-COVERED ACOUSTICAL PANEL, AWP-1. 12 ALTERNATE NO. 3 GYPSUM WALLBOARD FUR-DOWN CEILING 13 AP #1; COORDINATE LOCATION WITH MECHANICAL CONTRACTOR IN FIELD. 14 AP #2; COORDINATE LOCATION WITH ELECTRICAL FOR BATTERY BACKUP ACCESS AND ALIGN WITHIN TONGUE AND GROOVE CEILING. SEE DETAIL B3/A4.801. 15 AP #3; COORDINATE LOCATION WITH MECHANICAL CONTRACTOR IN FIELD. RECESSED CAN LIGHT 1 X 4 LIGHT FIXTURE 4' STRIP LIGHT FIXTURE 8' STRIP LIGHT FIXTURE 2 X 2 LIGHT FIXTURE (IN CEILING GRID) 2 X 4 LIGHT FIXTURE (IN CEILING GRID) CEILING MOUNTED LIGHT FIXTURE SPEAKER PTD. GYPSUM BOARD CEILING / SOFFIT S RCP LEGEND AP AIR DIFFUSER (IN CEILING GRID) RETURN AIR GRILLE (IN CEILING GRID) AIR DIFFUSER EXHAUST GRILLE ACCESS PANEL LINEAR DIFFUSER (IN CEILING GRID) PENDANT LIGHT FIXTURE F E D C B A 1 2 3 4 5 6 7 8 A MN NorthCheck: Drawn: Date: Comm: License Number: 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 under the laws of the State of Scale: Date 7/11/2023 5:43:09 PMBIM 360://222064 - Glacial Valley Park Building/222064 Glacial Valley Park Building.rvtAs indicatedCentral: BIM 360://222064 - Glacial Valley Park Building/222064 Glacial Valley Park Building.rvtCITY OF COTTAGE GROVE GLACIAL VALLEY PARK BUILDING A2.001 MAIN LEVEL FLOOR PLAN AND REFLECTED CEILING PLAN 12800 RAVINE PARKWAY S COTTAGE GROVE, MN 55016 9900 RAVINE PKWY S COTTAGE GROVE, MN 55016 222064 JW/JM MJS/AM/TC 11/08/2022 222064 Minnesota 11/08/2022 John McNamara 24281 ARCHITECT ROOM FINISH SCHEDULE ROOM NO ROOM NAME FLOOR BASE N WALL - TYP E WALL S WALL W WALL REMARKSMATL FIN MATL FIN MATL FIN MATL FIN 100 S. VEST P TILE-1 -- -- -- -- -- -- -- MASONRY STONE VENEER 7 101 LOBBY / WARMING P TILE-1 VB-1 MASONRY BLK-1 MASONRY BLK-1 MASONRY BLK-1 MASONRY BLK-1 1, 2, 3, 7 102 N. VEST P TILE-1 -- -- -- MASONRY STONE VENEER -- -- GYP BD PT-6A 2 103 TOILET P TILE-1 P TILE-1 GYP BD P TILE-2 MASONRY P TILE-2 GYP BD P TILE-2 GYP BD P TILE-2 2, 7, 8 104 TOILET P TILE-1 P TILE-1 GYP BD P TILE-2 MASONRY P TILE-2 GYP BD P TILE-2 GYP BD P TILE-2 2, 7, 8 105 MECHANICAL / JAN SUPPLY S. CONC. -- MASONRY PT-6A GYP BD PT-6A GYP BD PT-6A GYP BD PT-6A 106 TOILET P TILE-1 P TILE-1 GYP BD P TILE-2 GYP BD P TILE-2 MASONRY P TILE-2 GYP BD P TILE-2 2, 7, 8 107 CLASSROOM / PROGRAMS P TILE-1 VB-1 GYP BD PT-6A MASONRY STONE VENEER -- -- MASONRY STONE VENEER 1, 3, 4, 5 107A KITCHENETTE P TILE-1 VB-1 GYP BD PT-6A GYP BD PT-6A GYP BD PT-6A GYP BD PT-6A 4 108 PARKS STORAGE S. CONC. -- MASONRY PT-6A GYP BD PT-6A GYP BD PT-6A MASONRY PT-6A 6 109 ELECTRICAL S. CONC. -- GYP BD PT-6A GYP BD PT-6A GYP BD PT-6A MASONRY PT-6A 110 MULTIPURPOSE CPT-1 VB-1 -- -- MASONRY STONE VENEER GYP BD PT-6A MASONRY STONE VENEER 1, 3, 5 111 KITCHENETTE / SERVING P TILE-1 VB-1 GYP BD PT-6A GYP BD PT-6A MASONRY PT-6A MASONRY B. BLOCK 4 112 STORAGE CPT-1 VB-1 GYP BD PT-6A MASONRY PT-6A MASONRY PT-6A GYP BD PT-6A DOOR / OPENING SCHEDULE DOOR NO DOOR / OPENING LABEL/ RATING OVERALL WIDTH FRAME GL MOUNTING CONDITIONS HDW GRP REMARKSTYPE QTY WIDTH HEIGHT MATL TYPE DEPTH MATL HEAD JAMB SILL 100A AL 1 3'-4" 7'-10" AL -- 3'-0" SF 1 -- AL -- SEE ELEVATION SEE ELEVATION SEE ELEVATION 01 1, 2 100B AL 1 3'-4" 7'-10" AL -- 3'-0" SF 3 -- AL -- SEE ELEVATION SEE ELEVATION SEE ELEVATION 03 1, 2 102A AL 1 3'-4" 7'-10" AL -- 3'-0" SF 1 -- AL -- SEE ELEVATION SEE ELEVATION SEE ELEVATION 01 1, 2 102B AL 1 3'-4" 7'-10" AL -- 3'-0" SF 5 -- AL -- SEE ELEVATION SEE ELEVATION SEE ELEVATION 03 1, 2 103 F 1 3'-0" 7'-2" WD -- 3'-4" FR 1 -- HM -- D7/A4.801 E7/A4.801 -- 06 104 F 1 3'-0" 7'-2" WD -- 3'-4" FR 1 -- HM -- D7/A4.801 E7/A4.801 -- 06 105 F 1 3'-0" 7'-2" WD 45 MIN 3'-4" FR 1 -- HM -- D7/A4.801 E7/A4.801 -- 10 1 106 F 1 3'-0" 7'-0" WD -- 3'-4" FR 1 -- HM -- F7/A4.801 SIM F7/A4.801 -- 06 107A FG 1 3'-6" 7'-10" WD -- 7'-4" FR 3A 8 3/8" HM -- B5/A4.801 C5/A4.801 C7/A4.801 12 1 107B AL 1 3'-0" 7'-10" AL -- 3'-0" SF 7 -- AL -- SEE ELEVATION SEE ELEVATION SEE ELEVATION 02 1 108A F 1 3'-0" 7'-0" HM -- 3'-4" FR 1 -- HM -- F7/A4.801 SIM F7/A4.801 -- 11 1 108B F 1 3'-0" 7'-10" HM -- 3'-4" FR 1 11 3/4" HM -- C3/A5.602 E3/A5.602 C7/A5.601 04 1 108C OH 1 10'-0" 8'-0" ST -- 10'-4" OH -- -- -- C3/A5.601 E3/A5.601 F3/A5.601 -- 109 F 1 3'-0" 7'-0" HM -- 3'-4" FR 1 -- HM -- F7/A4.801 SIM F7/A4.801 -- 07 110A FG 1 3'-6" 7'-10" WD -- 7'-4" FR 3A 8 3/8" HM -- B5/A4.801 C5/A4.801 C7/A4.801 12 1 110B AL 1 3'-0" 7'-10" AL -- 3'-0" SF 7 -- AL -- SEE ELEVATION SEE ELEVATION SEE ELEVATION 02 1 111A F 1 3'-0" 7'-2" WD -- 3'-4" FR 1 -- HM -- D7/A4.801 E7/A4.801 -- 08 1 111B F 1 3'-0" 8'-0" WD -- 3'-4" FR 1 -- HM -- F7/A4.801 SIM F7/A4.801 -- 09 1 111C F 2 3'-0" 8'-7 1/4" WD -- 6'-0" SURFACE MOUNTED TRACK -- -- -- D3/A4.705 -- -- 05 3 112 F 2 3'-0" 8'-7 1/4" WD -- 6'-0" SURFACE MOUNTED TRACK -- -- -- D3/A4.705 -- -- 05 3 SF8 AL 1 12'-0" 7'-0" AL -- 12'-0" FOLDING GLASS DOOR -- AL --SEE ELEVATION SEE ELEVATION SEE ELEVATION 13 4 PLAN GENERAL NOTES 1. ALL PLAN DIMENSIONS ARE NOMINAL TO FACE OF WALL. WALL THICKNESSES ARE SHOWN NOMINAL, SEE WALL TYPES FOR ACTUAL THICKNESS. 2. ALL GYP. WALLS ARE TO BE 5 INCHES THICK UNLESS OTHERWISE NOTED. 3. ALL CONCRETE BLOCK WALLS ARE TO BE 8 INCHES THICK UNLESS OTHERWISE NOTED. 4. COORDINATE SIZE AND LOCATION OF ALL DUCT AND SHAFT OPENINGS IN WALLS AND FLOORS W/ MECH. AND ELEC. PROVIDE ALL REQUIRED LINTELS FOR OPENINGS. SEE LINTEL SCHEDULE. 5. FIELD VERIFY ALL MILLWORK OPENINGS. 6. SET FLOOR DRAINS 3/4" BELOW FINISHED CONCRETE FLOORS UNLESS OTHERWISE NOTED. PROVIDE CONSISTENT SLOPE FROM WALL TO DRAIN BY SLOPING CONCRETE, MIN. 1/4" PER FOOT. 7. VERIFY LOCATION, SIZE AND QUANTITY OF ALL MECHANICAL AND ELECTRICAL EQUIPMENT PADS. 8. ALL DOOR/SIDELITE OPENINGS TO BEGIN 4" FROM ADJACENT WALL UNLESS OTHERWISE NOTED. 9. ALL GYP. WALLS ARE CENTERED ON GRID UNLESS OTHERWISE NOTED. 10. FIRE RATED WALLS ARE INDICATED ON CODE PLANS. 11. REFER TO DETAIL A7/A4.705 FOR TYPCIAL JOINT TREATMENT BETWEEN GYPSUM BOARD AND MASONRY ASSEMBLIES. 12 REFER TO SHEET A4.705 FOR TYPCIAL SLAB ON GRADE VAPOR BARRIER DETAILS. 0 1/8" = 1'-0" MAIN LEVEL FLOOR PLANF1 6'12' ROOM FINISH SCHEDULE GENERAL NOTES 1. SEE DETAILS OF CONSTRUCTION FOR ABBREVIATIONS 2. IF ALL WALLS IN ROOM HAVE THE SAME FINISH, THE "N WALL-TYP" COLUMN WILL BE USED. 3. DISCREPANCIES BETWEEN THE ROOM FINISH SCHEDULE AND DRAWINGS SHALL BE REPORTED TO THE ARCHITECT FOR FINISH DETERMINATION. 4. ON WALLS WHICH ARE COVERED WITH MILLWORK AND TACK SURFACES, A FINISH SHALL NOT BE APPLIED TO THE WALL BEHIND EXCEPT FOR LOCATIONS WHICH MAY BE EXPOSED (I.E. SPACE BETWEEN MILLWORK AND TACK SURFACE.) CONCRETE BLOCK BEHIND MILLWORK AND MARKERBOARDS TO BE TOOLED. 5. REFER TO MATERIAL FINISH/ COLOR SCHEDULE FOR SPECIFIC FINISH TYPES AND COLORS. 6. FOR CEILING MATERIAL WHEN MORE THAN ONE CEILING MATERIAL OCCURS THE CEILING FINISH IS INDICATED THUS: "/". Revisions Description Date Num Addendum #1 11/28/2022 1 PR#02 04/10/2023 2 PR#04 07/12/2023 3 0 1/8" = 1'-0" MAIN LEVEL REFLECTED CEILING PLANF5 6' 12' RCP GENERAL NOTES 1. FOR WALLS THAT PENETRATE CEILINGS SEE WALL TYPES SHOWN ON THE FLOOR PLAN. 2. SPRINKLER HEADS ARE NOT SHOWN. LOCATE ALL SPRINKLER HEADS IN THE CENTER OF CEILING TILES. 3. FOR DIFFUSER AND RETURN GRILL SIZES, SEE MECHANICAL PLANS. 4. FOR LIGHT FIXTURE TYPES, SEE ELECTRICAL LIGHTING PLANS. 5. CEILINGS HEIGHTS INDICATED ON PLAN (E.G. 9'-0") ARE FROM FINISHED FLOOR OF LEVEL OF PLAN SHOWN OR INDICATED AS 109’-0”. 6. ACOUSTICAL TILE CEILING GRID IS TO BE CENTERED IN RECTANGULAR ROOM OR CENTERED BETWEEN LONGEST WALLS OF IRREGULARLY SHAPED ROOMS UNLESS OTHERWISE NOTED. 7. VERIFY GWB CONTROL JOINT LOCATIONS WITH ARCHITECT PRIOR TO INSTALLATION. 1 1 1 2 3 ROOF LEGEND EQUIPMENT CURB SUPPORTING PIPING OR CONDUIT. INSTALL MAXIMUM SPACING OF 6'-0" O.C. EQUIPMENT CURB AT MECHANICAL EQUIPMENT SLOPE OF TAPERED INSULATION DIAMOND CRICKET (SEE TYPICAL DETAIL) SLOPED STRUCTURE ROOF LADDER ROOF DRAIN (R.D.) OVERFLOW DRAIN (O.R.D.) MECH HOOD ROOF EXHAUST SKYLIGHT VENT STACK, PIPE OR CONDUIT COMBUSTION STACK CRICKET FOR POSITIVE DRAINAGE 4 A B C D E F J L M N P Q 3 2 1 G KH 2 : 122 : 121/4" / 12"1/4" / 12"1/4" / 12" 1/4" / 12"1/4" / 12" 1/4" / 12"24'-0"25'-8"24'-0"6'-5" 6'-5" 6'-5" 6'-5" 6'-5" 6'-5" 6'-5" 6'-5" 6'-5" 6'-5" 6'-5" 6'-5" 6'-5" 6'-5" #SE6A SINGLE PLY, FULLY-ADHERED ROOF MEMBRANE PREFINISHED METAL COPING WITH SHOP PRE-COATED PVDF COATING COLOR #1: SANDSTONE PREFINISHED METAL COPING WITH SHOP PRE-COATED PVDF COATING COLOR #2: MATTE BLACK PREFINISHED METAL COPING WITH SHOP PRE-COATED PVDF COATING COLOR #2: MATTE BLACK PREFINISHED METAL COPING WITH SHOP PRE-COATED PVDF COATING COLOR #1: SANDSTONE _______A7 A5.701 TYP 3'-4"6'-0"6'-0"4'-6"2'-5" 2'-5"EQ EQ 3'-3" 28'-10"31'-8"5" MIN 4'-0"MIN4'-0"MIN 4'-0" ALTERNATE NO. 1: SOLAR PHOTOVOLTAIC SYSTEM ALTERNATE NO. 1: SOLAR PHOTOVOLTAIC SYSTEM; CONTRACTOR TO COORDINATE LAYOUT AROUND ROOFTOP MECHANICAL EQUIPMENT MIN 4'-0" MIN 4'-0"MIN4'-0"B1 A5.200 _______ B1 A5.200 _______ F1 A5.200 _______SIM F1 A5.200 _______ F1 A5.200 _______SIM D1 A5.200 _______ E3 A5.200 _______ B1 A5.200 _______ B1 A5.200 _______ F1 A5.200 _______SIM F1 A5.200 _______ F1 A5.200 _______ E3 A5.200 _______ SLOPE TRANSITION AT COPING SLOPE TRANSITION AT COPING _______D7 A5.701 A2 A5.701 _______ A2 A5.701 _______ A2 A5.701 _______ E2 A5.701 _______E2 A5.701 _______ B4 A5.701 _______ A2 A5.701 _______ B4 A5.701 _______ E2 A5.701 _______E2 A5.701 _______ A2 A5.701 _______ 1 1 1 A2 A5.701 _______ F E D C B A 1 2 3 4 5 6 7 8 A MN NorthCheck: Drawn: Date: Comm: License Number: 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 under the laws of the State of Scale: Date 7/11/2023 5:43:10 PMBIM 360://222064 - Glacial Valley Park Building/222064 Glacial Valley Park Building.rvtAs indicatedCentral: BIM 360://222064 - Glacial Valley Park Building/222064 Glacial Valley Park Building.rvtCITY OF COTTAGE GROVE GLACIAL VALLEY PARK BUILDING A2.095 ROOF PLAN 12800 RAVINE PARKWAY S COTTAGE GROVE, MN 55016 9900 RAVINE PKWY S COTTAGE GROVE, MN 55016 222064 JW/JM TC 11/08/2022 222064 Minnesota 11/08/2022 John McNamara 24281 ARCHITECT ROOF PLAN GENERAL NOTES 1. TAPERED ROOF INSULATION AND CRICKETS SHALL SLOPE AT 1/4" PER 1'-0". THE MINIMUM R-VALUE OF THE ROOF INSULATION INSTALLED ENTIRELY ABOVE ROOF DECK IS R-30 ci. 2. SHOP DRAWING DESIGN AND INSTALLATION OF TAPERED INSULATION MUST ACCOUNT FOR CAMBER IN STRUCTURE TO INSURE THAT THE ROOF DRAINS AS DESIGNED. 3. AT MECH. OPENINGS AND CURBS ON ROOF, PROVIDE CRICKETS AS REQUIRED FOR POSITIVE DRAINAGE OR CUT OPENINGS IN FREE-STANDING CURBS AS AN ALTERNATIVE. 4. MECHANICAL ITEM LOCATIONS ARE SHOWN FOR REFERENCE ONLY. REFER TO MECH. DRAWINGS FOR EXTENT OF MECH. EQUIP. AND SIZE AND LOCATION OF ALL ROOF PENETRATIONS. 5. ALL MECHANICAL AND ELECTRICAL ROOFTOP EQUIPMENT, PIPING, CONDUIT, ETC. TO BE PAINTED. 6. COORDINATE ROOF AND OVERFLOW DRAIN LOCATIONS WITH STRUCTURAL COMPONENTS TO AVOID LOCATING ROOF OR OVERFLOW DRAINS OVER TOP OF BEAMS OR JOISTS. 7. REFER TO EXTERIOR ELEVATIONS FOR LOCATION OF OVERFLOW SCUPPERS AND OUTFLOWS. 8. CONTRACTOR TO FURNISH AND INSTALL SLIP SHEETS OF SIMILAR ROOF MATERIAL UNDER ALL POINTS OF CONTACT BETWEEN PV RACKING AND ROOFTOP. 0 1/8" = 1'-0" ROOF PLANF3 6' 12' Revisions Description Date Num PR#04 07/12/2023 1 F AS SCHED AS SCHEDFG AS SCHED GL 8"8"AS SCHED1'-0"8"OHAS SCHEDAS SCHED FR 1 5" 2"AS SCHED2"2"AS SCHEDOVERALL WIDTH L1 3/8"5'-4"3'-0" F5 A5.601 _______ E5 A5.601 _______ D5 A5.601 _______ AL AS SCHED AS SCHEDAS SPEC'DAS SPEC'DAS SPEC'D AS SPEC'D GL MAIN LEVEL 100'-0" ET1 ET1 ET1 ET1 ET1AS SCHED AS SCHED3'-4 5/8"VERIFY11'-4 5/8"1'-2"3'-4"3'-7 1/2" 8'-7 1/2" SF1 C5 A5.601 _______ F7 A5.601 _______ F1 A5.601 _______ B1 A5.601 _______8"NOTE:6" FRAME THICKNESS B7 A5.601 _______ MAIN LEVEL 100'-0" ET1 ET111'-4 5/8"EQ EQ EQ SF2 C5 A5.601 _______ D7 A5.601 _______7'-10"D1 A5.601 _______ B5 A5.601 _______8"VERIFY9'-4"ET1 ET1 ET1 ET1 12'-4" 12 2 NOTE:6" FRAME THICKNESS MAIN LEVEL 100'-0" GL GL ET1 AS SCHED1'-6"AS SCHED9'-4"1'-2"3'-4"2'-11 7/8"2'-11 7/8"2'-10 7/8" 21'-2 3/4" SF3 D7 A5.601 _______ C1 A4.801 _______ C3 A4.801 _______E6 A5.602 _______ ET1 GL GL GL ET1 ET1 ET1 ET1 ET1 ET1 8"NOTE:6" FRAME THICKNESS F7 A5.601 _______SIM 3'-1 1/2"3'-0 7/8" MAIN LEVEL 100'-0" ET1 ET1 2'-8"5'-0"3'-10"VERIFY10'-2"EQ EQ 6'-0"VERIFY9'-2"12 2 SF6 ET1 ET1 NOTE:6" FRAME THICKNESS C5 A5.602 _______ E1 A5.602 _______ E5 A5.602 _______ F1 A5.602 _______ MAIN LEVEL 100'-0" ET1 7'-0"SF8 FOLDING GLASS DOORS (SHOWN FOR REFERENCE) 2'-11 1/2" 3'-0 1/2" 3'-0 1/2" 2'-11 1/2" 12'-0"12'-0"12'-0" 2'-11 1/2" 3'-0 1/2" 3'-0 1/2" 2'-11 1/2"2'-11 1/2" 3'-0 1/2" 3'-0 1/2" 2'-11 1/2" PANELS 1-2 PANELS 3-4 PANELS 1-2 PANELS 3-4 PANELS 1-2 PANELS 3-4ALIGNTYPALIGNTYPALIGNTYP 10"10" ET1ET1ET1ET1ET1ET1ET1ET1ET1ET1ET1 VERIFY DIMENSIONS WITH FOLDING GLASS DOOR MANUFACTURER 37'-8" 6'-0"6'-5"6'-5"6'-5"6'-5"6'-0" 2'-10 1/2"2'-10 1/2" STOREFRONT SYSTEM 3'-2 1/2"3'-2 1/2"2'-10 1/2"2'-10 1/2"2'-8 1/2"3'-2 1/2"3'-2 1/2"2'-10 1/2"2'-10 1/2"2'-8 1/2" NOTE:6" FRAME THICKNESS D6 A5.603 _______ F3 A5.602 _______ F4 A5.603 _______F1 A5.603 _______F6 A5.603 _______4'-8"B6 A5.603 _______ D4 A5.603 _______C4 A5.603 _______ MAIN LEVEL 100'-0" ET1 ET1 7'-10"VERIFY10'-3 1/8"EQ EQ 5'-3 1/2" SF4 D7 A5.601 _______ C5 A5.601 _______ D1 A5.601 _______VERIFY9'-4 3/4"8"12 2 ET1 ET1 B5 A5.602 _______ NOTE:6" FRAME THICKNESS 1 MAIN LEVEL 100'-0" GL AS SCHED 2'-8 3/4" SF57'-10"1'-6"9'-4"1'-2" 7'-10 3/4" F7 A5.601 _______ GL GLGL GL C1 A4.801 _______ C3 A4.801 _______8"NOTE:6" FRAME THICKNESS SIM MAIN LEVEL 100'-0" ET1 2'-8"5'-0"EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ 38'-2"VERIFY5'-4"ET1 VERIFY10'-8"SF9 ET1 ET1 ET1 ET1 ET1 ET1 ET1 ET1 ET1 ET1 ET1 ET1 ET1 ET1 ET1 ET1 ET1 ET1 ET1 ET1 ET1 ET1 NOTE:6" FRAME THICKNESS F1 A5.602 _______ E1 A5.602 _______C1 A5.603 _______ FR 3A 5"AS SCHEDULED2"AS SCHED AS SCHED 2"2"2" GL 2'-8"8"GL MAIN LEVEL 100'-0" SF7OVERALL HEIGHTOVERALL WIDTH NOTE:6" FRAME THICKNESS E6 A5.602 _______SIM C1 A5.602 _______ C7 A5.601 _______ F E D C B A 1 2 3 4 5 6 7 8 A MN Check: Drawn: Date: Comm: License Number: 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 under the laws of the State of Scale: Date 7/11/2023 5:43:18 PMBIM 360://222064 - Glacial Valley Park Building/222064 Glacial Valley Park Building.rvt1/4" = 1'-0"Central: BIM 360://222064 - Glacial Valley Park Building/222064 Glacial Valley Park Building.rvtCITY OF COTTAGE GROVE GLACIAL VALLEY PARK BUILDING A2.901 DOOR/FRAME/ STOREFRONT TYPES 12800 RAVINE PARKWAY S COTTAGE GROVE, MN 55016 9900 RAVINE PKWY S COTTAGE GROVE, MN 55016 222064 JW/JM MJS/AM/TC 11/08/2022 222064 Minnesota 11/08/2022 John McNamara 24281 ARCHITECT DOOR TYPES FRAME TYPES LOUVER TYPES STOREFRONT TYPE ELEVATIONS STOREFRONT TYPE ELEVATIONS GLAZING LEGEND GL: INTERIOR GLAZING ET1: TINTED INSULATED GLASS Revisions Description Date Num Addendum #1 11/28/2022 1 PR#04 07/12/2023 2 2 EARTH CONCRETE MASONRY/ STONE METAL WOOD INSULATION EARTH GRANULAR FILL SAND TERRAZZO TOPPING WIRE MESHCONCRETE/ PRECAST BRICK MORTAR NETBLOCK ALUMINUM OTHERFERROUS FINISHED PLYWOOD PARTICLE BOARDCONSTRUCTION LUMBER RIGID SPRAY FOAM SEMI RIGIDBATT MISCELLANEOUS EXISTING CUT STONE SYMBOLS EXISTING DEMOLISHED MISCELLANEOUS TILE ACOUSTIC TILE PLASTER ON METAL LATH EXPANSION JOINT MATERIAL METAL STUD WOOD STUD MASONRY BRICK & BLOCK CAVITY WALL GLAZED OPENING CONCRETE/ PRECAST PARTITIONS EXISTING EXISTING SYMBOLS DEMOLISHED A102 A102L 8'-8" C1 A5.2xx 2 GA2 W1 SF1 CW1 L1 D2 A4.2xx 2 DETAIL NO DRAWING NO DETAIL NO DRAWING NO DETAIL NO DRWG NO CURTAINWALL STOREFRONT LOUVER EXTERIOR WINDOWS WALL TYPES - INTERIOR HINGE SIDE BORROWED LIGHT DOOR OR WDW SWING & NO ROOM NAME REVISIONS ELEVATION NOTES APPLY MARKERBOARDS, TACKBOARDS, MAP RAILS NOTES, DIMENSIONS & DETAIL KEYS APPLY FROM NOTED DETAIL DETAIL REFERENCE OPENINGS, DEPRESSIONS OR AS NOTED ELEVATIONS GRIDS SECTIONS A102 3 B1 A4.1xx SYMBOLS 1 A4.7xx CLASSROOM 8'-0" MBD CEILING HEIGHT CEILING MATL/ FIN ACT 1/- ROOM NUMBER OWNER INFO, AS NEEDED LENGTH MATERIAL TYPE EXISTING WALL/ DOOR/ OTHER A102 CLASSROOM ART OR DEMOLISHED WALL/ DOOR/ OTHER C1 A5.1xx INTERIOR EXTERIOR MATCHLINE WALL TYPES - EXTERIOR WA-01 NON-BEARING WALL LINTEL SCHEDULE CLR MAS OPENING 4" WALL MASONRY LINTELS 1-#4 BOTTOM 4'-0" OR LESS 4'-1" TO 8'-0" 6" WALL 1-#4 BOTTOM 8" WALL 2-#4 BOTTOM 10" WALL 2-#4 BOTTOM 12" WALL 2-#4 BOTTOM 16" WALL NA 1-#5 BOTTOM 2-#5 BOTTOM 2-#5 BOTTOM 2-#5 BOTTOM CLR MAS OPENING 4" WALL STEEL LINTELS L3 1/2x3 1/2x5/16 4'-0" OR LESS 4'-1" TO 8'-0" 6" WALL 8" WALL 10" WALL 12" WALL 16" WALL 8'-1" TO 12'-0" 2-L2 1/2x 3 1/2x5/16 LLV 2-L3 1/2x3 1/2x5/16 2-L3 1/2x3 1/2x5/16 2-L5x3 1/2x5/16 LLV + 5/16x11 PLATE W8x10+ 5/16x15 PLATE L5x3 1/2x5/16 LLV 2-L5x3x5/16 LLV 2-L5x3 1/2x5/16 LLV 2-L5x3 1/2x5/16 LLV 2-L5x3 1/2x5/16 LLV + 5/16x11 PLATE W8x10+ 5/16x15 PLATE W8x15+ 5/16x15 PLATE W8x15+ 5/16x11 PLATE W8x15+ 5/16x9 PLATE W8x15+ 5/16x7 PLATE W8x15+ 5/16x5 PLATE NA GRAB BAR #2 4"- 6" 1'-0" 2'-0"39"- 41"33"-36"PAPER TOWEL DISPENSER SINK MIRROR (CENTERED ON THE SINK)MAX TO CONTROL3'-4"6'-2" MIN3'-2" MAX2'-10" MAXSOAP DISPENSER GRAB BAR #1 TOILET PAPER HOLDER 1'-0" 39" -41"33"-36"39" -41"18"RECESSED SNR AS OCCURS 1"42" PURSE SHELF IN WOMEN'S TOILET (LOCATE AT LEAST 6" FROM GRAB BARS) NOTE: HASHED AREA INDICATES ACCEPTABLE AREA FOR PROTRUDING TOILET ACCESSORIES1 1/2"24"48"36" NOTE: HASHED AREA INDICATES ACCEPTABLE AREA FOR RECESSED TOILET ACCESSORIES ACCEPTABLE PUSH BUTTON LOCATION ACCEPTABLE PUSH BUTTON LOCATION EQ EQ MIN 30" x 48" FOR ACCESS TO HANDICAPPED PUSH BUTTON CONTROL SWITCH REQUIRED, TYPICALEQEQ60" LONG PARALLEL APPROACH ZONE WHEN OPEN27" MIN TO BOTTOMWHEN OPEN34" MAX TO TOP44" MAX TO OPERABLE PARTFFE 30" MIN36" MAX3" DIA MINIMUM HANDICAPPED PUSH BUTTON CONTROL SWITCH ACCESSIBLETO SPOUT2'-9" - 3'-0"MIN2'-3"TO SPOUT3'-4" - 3'-6"D E F 2 G 106FD TOILET 106 GA7 MA3 GA6 CLEAR 6'-8" LAV-HC PTD WC-HC M No. 1 S. DISP GB NO 2 CHANGING STATION 7'-1" 4" 3'-4 3/4" SNR No. 1 GB NO 1 TPH 1'-4 1/2" MECHANICAL / JAN SUPPLY 105 1'-8"GB6 105FRP PANELING5'-0"2 1/2"10'-3"2'-6" 2'-0"3'-6"D7 A4.705 _______ D7 A4.705 _______ D7 A4.705 _______ B5 A4.705 _______ FD NOTE: REFER TO E4/A4.101, E5/A4.101, E6/A4.101, F6/A4.101, AND F8/A4.101 FOR STANDARD FIXTURE AND ACCESSORY MOUNTING DETAILS. GA6 GA7 FE GA7 1'-5" XA6 _______B5 A5.602 1 CONVECTOR UNIT, SEE MECH. 14'-9" XA5 1 3/4" 1'-8"1'-8"FD C7 A4.705 _______ 2 2 D E 3103104FD TOILET 104 FD TOILET 1037'-10"GA7 GA7 GB6 GB6 MA3 GA6 4" 6'-9 1/2" 1'-11 1/2" 6'-7" 4" TYP 1'-6" TYP 1'-6" CHANGING STATION GB NO 1 TPH SNR No. 1 GB NO 2 WC-HC PTD M No. 1 S. DISP LAV-HC GB NO 1 TPH SNR No. 1 GB NO 2 WC-HC PTD M No. 1 S. DISP LAV-HCCLR1'-3 1/2"CHANGING STATION GB5 GB5 1'-8"10" A4.706 F4 F6F7 F5 B5 A4.705 _______ B5 A4.705 _______ 8'-0" NOTE: REFER TO E4/A4.101, E5/A4.101, E6/A4.101, F6/A4.101, AND F8/A4.101 FOR STANDARD FIXTURE AND ACCESSORY MOUNTING DETAILS. CONVECTOR UNIT, SEE MECH. CONVECTOR UNIT, SEE MECH. 1 1 MAX TO CONTROL3'-4"F E D C B A 1 2 3 4 5 6 7 8 A MN NorthCheck: Drawn: Date: Comm: License Number: 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 under the laws of the State of Scale: Date 7/11/2023 5:43:23 PMBIM 360://222064 - Glacial Valley Park Building/222064 Glacial Valley Park Building.rvtAs indicatedCentral: BIM 360://222064 - Glacial Valley Park Building/222064 Glacial Valley Park Building.rvtCITY OF COTTAGE GROVE GLACIAL VALLEY PARK BUILDING A4.101 DETAILS - GENERAL - SYMBOLS, ABBREVIATIONS, ENLARGED PLANS 12800 RAVINE PARKWAY S COTTAGE GROVE, MN 55016 9900 RAVINE PKWY S COTTAGE GROVE, MN 55016 222064 JW/JM MJS/AM/TC 11/08/2022 222064 Minnesota 11/08/2022 John McNamara 24281 ARCHITECT RM ROOM RTU ROOF TOP UNIT RUB RUBBER RWL RAIN WATER LEADER SBD SMART BOARD SCHED SCHEDULE SD SOAP DISPENSER SF SQUARE FOOT (FEET) SF-__(#) STOREFRONT TYPE SIM SIMILAR SND SANITARY NAPKIN DISPENSER SNR SANITARY NAPKIN RECEPTOR SST STAINLESS STEEL STN STONE STRUCT STRUCTURAL TBD TACKBOARD TEMP TEMPORARY TERR TERRAZZO TO TOP OF TPH TOILET PAPER HOLDER TWC TACKABLE WALLCOVERING TYP TYPICAL UL UNDERWRITER'S LABORATORY UNO UNLESS NOTED OTHERWISE UR URINAL USF URETHANE SLURRY FLOORING V PLAS VENEER PLASTER VAT VINYL ASBESTOS TILE VCT VINYL COMPOSITION TILE VIF VERIFY IN FIELD VTR VENT THROUGH ROOF VWC VINYL WALLCOVERING VWF VINYL WALL FABRIC W-__(#) WINDOW TYPE WC WATER CLOSET WD WOOD WSCT WAINSCOT WWF WELDED WIRE FABRIC FFE FINISHED FLOOR ELEVATION FRP FIBERGLASS REINFORCED PANEL G BLK GLAZED CONCRETE BLOCK GA GAUGE GB GRAB BAR GRD BLK GROUND FACE CONCRETE BLOCK GST GLAZED STRUCTURAL TILE GWB GYPSUM BOARD HCAP HANDICAPPED HM HOLLOW METAL HT HOMOGENEOUS TILE ID INSIDE DIAMETER INSUL INSULATION L-__(#) LOUVER TYPE LAV LAVATORY LFD LINEAR FLOOR DRAIN LINO LINOLEUM LVT LUXURY VINYL TILE M/S MIRROR WITH SHELF MATL MATERIAL MAX MAXIMUM MBD MARKERBOARD MECH MECHANICAL MEF MOSAIC EPOXY FLOORING MIN MINIMUM MIR MIRROR MISC MISCELLANEOUS NIC NOT IN CONTRACT NO NUMBER NSF NON-SLIP FLOORING NTS NOT TO SCALE OH OVERHEAD P LAM PLASTIC LAMINATE P TILE PORCELAIN TILE PLAS PLASTER PT PAINT PTD PAINTED PVC POLYVINYL CHLORIDE PWP PLASTIC (PHENOLIC) WALL PANEL QRT QUARTZ QT QUARRY TILE R RADIUS RAF RESILIENT ATHLETIC FLOORING RCP REFLECTED CEILING PLAN RD ROOF DRAIN RES RESILIENT RF RESINOUS FLOORING RFT RUBBER FLOOR TILE RH RELIEF HOOD & AND @ AT ACT ACOUSTICAL CEILING TILE AF ACCESS FLOORING AFF ABOVE FINISHED FLOOR ALT #__ ALTERNATE NUMBER ALUM ALUMINUM AP ACCESS PANEL AWC ACOUSTICAL WALL COVERING AWF ACOUSTICAL WALL FABRIC AWP ACOUSTICAL WALL PANEL B BLK BURNISHED CONCRETE BLOCK BLDG BUILDING BO BOTTOM OF BRK BRICK C BLK CONCRETE BLOCK CG CORNER GUARD CIP CAST-IN-PLACE CJ CONTROL JOINT CL CENTER LINE CLG CEILING CM CULTURED MARBLE CMU CONCRETE MASONRY UNIT CONC CONCRETE CONT CONTINUOUS CPT CARPET CRF CHEMICAL RESISTANT FLOORING CT CERAMIC TILE CTP COUNTERTOP CU CONDENSING UNIT CUH CABINET UNIT HEATER CW-__(#) CURTAINWALL TYPE DEMO DEMOLITION DF DRINKING FOUNTAIN DIA DIAMETER DN DOWN E PT EPOXY PAINT EIFS EXTERIOR INSULATION AND FINISH SYSTEM EJ EXPANSION JOINT ELEC ELECTRICAL ELEV ELEVATION EPDM ETHYLENE PROPYLENE DIENE MONOMER EWC ELECTRIC WATER COOLER EXIST EXISTING EXP EXPOSED FD FLOOR DRAIN FE FIRE EXTINGUISHER FF&E FIXTURES SYMBOLS SYMBOLS SYMBOLS LINTEL SCHEDULE ABBREVIATIONS UNLESS NOTED OTHERWISE: 1. MASONRY LINTELS MAY BE USED FOR MASONRY WALL OPENINGS UNDER THE FOLLOWING CONDITIONS: A. THE HEIGHT OF THE MASONRY ABOVE THE OPENING IS AT LEAST EQUAL TO THE CLEAR WIDTH OF THE OPENING. B. THE LENGTH OF THE WALL AND DISTANCE TO THE NEAREST CONTROL JOINT ON EACH SIDE OF THE OPENING IS AT LEAST EQUAL TO THE CLEAR OPENING WIDTH. 2. USE STEEL LINTELS AT NON-BEARING WALL OPENINGS NOT MEETING MASONRY CONDITIONS. STEEL LINTELS BY MISCELLANEOUS METALS. 3. MASONRY LINTELS MAY BE USED FOR ANY LINTEL IN SOLIDLY GROUTED WALLS UP TO 8'-0" SPAN. 4. MASONRY LINTELS ARE 8" TALL LINTEL BLOCK FILLED WITH 3,000 PSI CONCRETE W/4 1/2" MIN FROM TOP OF LINTEL TO REINFORCING. 5 BEAR LINTELS 8" MINIMUM EACH SIDE OF OPENING, THEREFORE CLEAR OPENING PLUS 1'-4". 6. PROVIDE LINTELS FOR ALL OPENINGS NOT TIGHT TO DECK, INCLUDING MECHANICAL AND ELECTRICAL PENETRATIONS THROUGH MASONRY WALLS, INCLUDING DUCT OPENINGS, UNIT VENTILATORS, UNIT HEATERS, LOUVERS. 7. STEEL LINTEL PLATES SHOULD BE CENTERED IN THE WALL. EDGE OF PLATES SHALL BE A MINIMUM 5/16" FROM EACH SIDE. 8. REFER TO STRUCTURAL DRAWINGS FOR MASONRY BEARING WALL LINTELS. 9. WHERE STEEL LINTELS ARE EXPOSED, SOAP CONCRETE BLOCK ON EITHER SIDE TO CONCEAL LINTEL IN MASONRY WALLS. INTERIOR MATERIAL FINISH/ COLOR SCHEDULE Key Item Manufacturer Color/ Finish 04 20 00 Unit Masonry BLK-1 Burnished Block County Materials Premier Ultra Burnished; Color: Black Granite (63-290C) 06 65 10 Solid Surface Fabrications SSF-1 Solid Surface Fabrications Corian Color: Ash Aggregate 06 83 16 Fiber Reinforced Panels Fiber Reinforced Panels As Specified Color: White 08 14 00 Wood Doors Prefinished Stained Wood Door VT Industries Color: White Oak/ Alpine, AL18 08 36 00 Sectional Metal Overhead Doors Factory Painted Door Panels As specified Color: As selected by Architect 08 40 00 Aluminum Entrances, Storefronts, and Curtain Walls Anodized Doors Curtainwalls And Accessories EFCO Color: Clear anodized Sealant-CW/SF As specified Color: To match sample supplied by Architect 09 30 00 Tile P TILE-1 Porcelain Floor Tile DalTile Color: Chord Forte Grey CH25 Light Polished P TILE-2 Porcelain Wall Tile DalTile Color: Color Wheel Linear K775 Matte Biscuit Grout- Porcelain Floor Tile Mapei Corporation Color: 104 Timberwolf Grout- Porcelain Wall Tile Mapei Corporation Color: 14 Biscuit 09 65 00 Resilient Flooring VB-1 Vinyl Base Johnsonite Color: 460 Cotton W 09 65 66 Resilient Athletic Flooring RAF-1 Resilient Athletic Flooring Sportfloor Stamina Color: Black 09 68 00 Carpet CPT-1 Carpet Milliken Pattern/ Color: Motionscape Rapid/RAP94-79 Swift Two 09 83 13 Acoustic Wall Panels AWP-1 Fabric Carnegie Xorel Fabric/ Color: Meteor 6427-769 09 91 00 Painting PT-1 PT 1-Exterior HM doors and frames Sherwin Williams Color: SW 7069 Iron Ore PT-2 PT 2-Exterior Misc. Metals, Mech. Piping, Equipment Sherwin Williams Color: SW 7069 Iron Ore PT-3 PT 3-Exterior Rooftop Equipment Sherwin Williams Color: SW 7069 Iron Ore PT-4A PT 4A-Interior HM Frames Sherwin Williams Color: SW 7069 Iron Ore PT-4B PT 4B-Interior HM Doors Sherwin Williams Color: SW 7069 Iron Ore PT-5 PT 5-Interior Misc. Metals Sherwin Williams Color: SW 7069 Iron Ore PT-6A PT 6A-Walls Sherwin Williams Color: SW 7001 Marshmallow PT-8 PT 8-Ceilings Sherwin Williams Color: SW 7069 Iron Ore 12 24 00 Window Shades Window Shades SWFcontract Color: Zenith Ebony Stripe C9506 12 32 16 Plastic Laminate Casework PLAM-1 Plastic Laminate Pionite Color: Wisconsin Oak WO581-SD PLAM-2 Plastic Laminate - Accent Wilsonart Color: 7997-38 Ebony Recon Fine Velvet Finish Grand total: 405 0 3/8" = 1'-0" ADULT HCAP WCE5 2' 4' 0 3/8" = 1'-0" LAV ELEVE6 2' 4' 0 3/8" = 1'-0" ADULT HCAP WCE4 2' 4' 0 1/4" = 1'-0" PLAN AT HCAP PUSH BUTTON LOCATIONSF4 3' 6' 0 3/8" = 1'-0" BABY CHANGING STATIONF8 2' 4' 0 3/8" = 1'-0" ELEV AT HCAP PUSH BUTTONF5 2' 4' 0 3/8" = 1'-0" EWCE8 2' 4' 0 1/4" = 1'-0" ENLARGED PLAN AT TOILET 106 AND MECHANICAL 105D5 3' 6' 0 1/4" = 1'-0" ENLARGED PLANS AT TOILETS 103 AND 104D3 3' 6' 0 3/8" = 1'-0" HAND DRYERF6 2' 4' Revisions Description Date Num Addendum #1 11/28/2022 1 PR#04 07/12/2023 2 SEAL ALL MECHANICAL/ELECTRICAL PENETRATIONS W/ACOUSTIC SPRAY OR FIRESTOPPING SYSTEM EXTEND BRICK ONE COURSE ABOVE CEILING, AS OCCURS BRICK AS DETAILED/SCHEDULED ROOF OR FLOOR CONCRETE STRUCTURE AT NON BEARING WALLS SUPPORT WALL WITH 4" x 4" x 1/4" x 1'-0" LONG EACH SIDE AT 5'-0" OC AND ANCHOR WITH (2) 3/8" EXP BOLTS @ 5'-0" OC (AFTER INSTALLATION OF INSULATION AND SEALANT) MAINTAIN 1'' GAP AND FILL VOID W/ACOUSTIC SPRAY SYSTEM (@ RATED WALLS USE FIRESTOPPING SYSTEM) 1" CLEAR2 - #4 REBAR IN THICKENED CONCRETE SLAB HORIZONTAL JOINT REINFORCEMENT EVERY OTHER COURSE CONCRETE BLOCK BELOW FOR DIMENSION SEE SCHEDULE 4" 2x WALL THICKNESS 4" 4 5 ° 0 0 ' 0 0 " SEAL ALL MECHANICAL/ELECTRICAL PENETRATIONS W/ACOUSTIC SPARY OR FIRESTOPPING SYSTEM AT NON BEARING WALLS WELD ANGLE 4 x 4 x 1/4" x 1'-0" LONG TO BOTTOM CHORD OF BAR JOIST TYPICAL BOTH SIDES BAR JOIST, AS OCCURS PROVIDE SLOT IN CONCRETE BLOCK, 2" CLEAR ON BOTTOM AND 1/2" WIDER THAN BAR JOIST; FILL VOID W/SOUND BATT INSUL AND SEALANT (@ RATED WALLS USE FIRESTOPPING SYSTEM) CONCRETE BLOCK BETWEEN JOIST; MAINTAIN 1" BETWEEN BLOCK AND DECK FILL VOID W/ACOUSTIC SPRAY SYSTEM (@ RATED WALLS USE FIRESTOPPING SYSTEM) ROOF DECK ROOF DECK; SEE STRUCT BAR JOIST; SEE STRUCT L 3x3x1/4 @ EACH BOTTOM CHORD PANEL POINT - UNO L 4x4x1/4x1'-0" NOTE: 1. ALL CONNECTIONS TO BE WELDED 2. BRACING TO OCCUR ON EACH SIDE OF WALL CONCRETE SLAB (SEE STRUCTURAL), VAPOR BARRIER, SAND CUSHION CEILING AS OCCURS HEAD AT CONCRETE STRUCTURE HEAD AT PERPENDICULAR STEEL STRUCTURE HEAD AT PARALLEL STEEL STRUCTURE MAINTAIN 1'' GAP AND FILL VOID W/ACOUSTIC SPRAY SYSTEM (@ RATED WALLS USE FIRESTOPPING SYSTEM) SEAL ALL MECHANICAL/ELECTRICAL PENETRATIONS W/ACOUSTIC SPRAY OR FIRESTOPPING SYSTEM FLOOR FINISH AND BASE AS SCHEDULED 2 HR WALL ASSEMBLY TO COMPLY WITH IBC TABLE 721.1 (2) ONE OF THE FOLLOWING ITEMS 3-1.1; 3-1.2; 3-1.3; 3-1.4. METAL OR CONCRETE DECK, AS OCCURS FILL VOID WITH ACOUSTIC SPRAY SYSTEM (@ RATED WALLS USE FIRESTOPPING SYSTEM) (EACH SIDE) ALLOW FOR 1" ROOF DEFLECTION @ TOP OF WALL @ BOTTOM OF BAR JOIST, DO NOT ATTACH GWB TO TOP TRACK CEILING, AS OCCURS SOUND ATTENUATION BATT INSUL (SEE SCHEDULE BELOW) SEAL ALL MECHANICAL/ELECTRICAL PENETRATIONS W/ACOUSTIC SPRAY OR FIRESTOPPING SYSTEM FLOOR FINISH AND BASE AS SCHEDULED MTL STUD FRAMING @ 16'' OC 5/8'' GWB, EACH SIDE SEAL ALL VOIDS AROUND BAR JOIST WITH INSUL AND SEALANT OR FIRESTOPPING SYSTEM AND ADDITIONAL LAYERS OF GWB, AS REQUIRED (ALLOW FOR DEFLECTION) SEALANT EACH SIDE (WHEN WALL IS INSULATED) BELOW FOR DIMENSION SEE SCHEDULE SET ALL STUD TRACKS AND PERIMETER STUDS IN ACOUSTICAL SEALANT AT INSULATED WALLS A7 A4.705 _______ @ INSULATED WALLS 1 HR WALL ASSEMBLY TO COMPLY WITH UL DESIGN W415, W409, U465, ITS DESIGN NGC/WA 60-01 METAL OR CONCRETE DECK, AS OCCURS FILL VOID WITH ACOUSTIC SPRAY SYSTEM ALLOW FOR 1" ROOF DEFLECTION @ TOP OF WALL @ BOTTOM OF BAR JOIST, DO NOT ATTACH GWB TO TOP TRACK CEILING, AS OCCURS SOUND ATTENUATION BATT INSUL (SEE SCHEDULE BELOW) SEAL ALL MECHANICAL/ELECTRICAL PENETRATIONS W/ACOUSTIC SPRAY FLOOR FINISH AND BASE AS SCHEDULED METAL STUD FRAMING @ 16'' OC 5/8'' GWB SEAL ALL VOIDS AROUND BAR JOIST WITH INSUL AND SEALANT AND ADDITIONAL LAYERS OF GWB, AS REQUIRED (ALLOW FOR DEFLECTION) BELOW FOR DIMENSION SEE SCHEDULE WHEN "LEAD LINED" IS SCHEDULED BELOW, ADD AN ADDITIONAL LAYER OF 3/8'' DRYWALL ON TOP OF STUD AND BEFORE LEAD LINING SET ALL STUD TRACKS AND PERIMETER STUDS IN ACOUSTICAL SEALANT AT INSULATED WALLS A7 A4.705 _______ @ INSULATED WALLS METAL OR CONCRETE DECK, AS OCCURS FILL VOID WITH ACOUSTIC SPRAY SYSTEM (@ RATED WALLS USE FIRESTOPPING SYSTEM) (EACH SIDE) ALLOW FOR 1" ROOF DEFLECTION @ TOP OF WALL @ BOTTOM OF BAR JOIST, DO NOT ATTACH GWB TO TOP TRACK CEILING, AS OCCURS SOUND ATTENUATION BATT INSUL (SEE SCHEDULE BELOW) SEAL ALL MECHANICAL/ELECTRICAL PENETRATIONS W/ACOUSTIC SPRAY OR FIRESTOPPING SYSTEM FLOOR FINISH AS SCHEDULED 5/8'' GYPSUM WALLBOARD SEAL ALL VOIDS AROUND BAR JOIST WITH INSUL AND SEALANT OR FIRESTOPPING SYSTEM AND ADDITIONAL LAYERS OF GWB, AS REQUIRED (ALLOW FOR DEFLECTION) SET ALL STUD TRACKS AND PERIMETER STUDS IN ACOUSTICAL SEALANT AT INSULATED WALLS A7 A4.705 _______@ INSULATED WALLS 1 HR WALL ASSEMBLY TO COMPLY WITH UL DESIGN W415, W409, U465, ITS DESIGN NGC/WA 60-01 1/2"8"MTL STUD FRAMING @ 16'' OC 8" BASE COURSE CAST STONE, 3'-0" SEGMENTS TYPICAL STONE MASONRY VENEER TO ABOVE CEILING, PATTERN TO MATCH EXTERIOR; SEE ANCHOR MASONRY TO STUD BACKUP HORIZONTALLY 16" O.C. AND VERTICALLY 24" O.C. 4"1 1/2" F1/A5.101 FIRESTOPPING SYSTEM ROOF DECK OR FLOOR STRUCTURE ALLOW FOR 1'' ROOF DEFLECTION, DO NOT FASTEN GWB TO TOP TRACK SHAFT WALL SYSTEM: 1'' GYPSUM CORE BD SHAFT WALL STUDS 1 LAYER 5/8'' GWB OR AS REQUIRED BY MANUFACTURER'S REQUIREMENTS TO MEET UL DESIGN CEILING, AS OCCURS SOUND ATTENUATION BLANKET (SEE SCHEDULE BELOW) SHAFT WALL STUD FRAMING FIRE RESISTIVE JOINT SYSTEM FINISHED FLOOR AND BASE AS SCHEDULED SEAL ALL MECHANICAL/ELECTRICAL PENETRATIONS W/ FIRESTOPPING SYSTEM BELOW FOR DIMENSION SEE SCHEDULE 1-HOUR SHAFT WALL ASSEMBLY TO COMPLY WITH A TESTING AGENCY PROVIDED BY CONTRACTOR BASED ON PRODUCT MANUFACTURER USED. F E D C B A 1 2 3 4 5 6 7 8 A MN Check: Drawn: Date: Comm: License Number: 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 under the laws of the State of Scale: Date 7/11/2023 5:43:36 PMBIM 360://222064 - Glacial Valley Park Building/222064 Glacial Valley Park Building.rvt1 1/2" = 1'-0"Central: BIM 360://222064 - Glacial Valley Park Building/222064 Glacial Valley Park Building.rvtCITY OF COTTAGE GROVE GLACIAL VALLEY PARK BUILDING A4.701 DETAILS - INTERIOR WALL TYPES 12800 RAVINE PARKWAY S COTTAGE GROVE, MN 55016 9900 RAVINE PKWY S COTTAGE GROVE, MN 55016 222064 JW/JM MJS 11/08/2022 222064 Minnesota 11/08/2022 John McNamara 24281 ARCHITECT 0 1 1/2" = 1'-0" WALL TYPE MA _ 1/2'1' TYPE BLOCK SIZE INSULATION MIN STC NOTES MA3 8" NONE 48 0 1 1/2" = 1'-0" WALL TYPE GA _ 1/2'1' TYPE STUD SIZE INSULATION MIN STC NOTES GA6 3 5/8" SOUND BATT 48 GA7 6" SOUND BATT 48 0 1 1/2" = 1'-0" WALL TYPE GB _ 1/2'1' TYPE STUD SIZE INSULATION MIN STC NOTES GB4 1 5/8" SOUND BATT N/A GB5 2 1/2" SOUND BATT N/A GB6 3 5/8" SOUND BATT N/A GB7 6" SOUND BATT N/A 0 1 1/2" = 1'-0" WALL TYPE GBM 1/2'1' TYPE STUD SIZE INSULATION MIN STC NOTES GBM 3 5/8" SOUND BATT N/A Revisions Description Date Num PR#04 07/12/2023 1 0 1 1/2" = 1'-0" WALL TYPE XA_ 1/2'1' TYPE STUD SIZE INSULATION MIN STC NOTES XA5 2 1/2" SOUND BATT 37 XA6 4" SOUND BATT 48 1 MAIN LEVEL 100'-0" T.O. STONE 114'-5 3/8" 4 3 2 1 07.0207.0107.02 07.02 06.10 BEYOND 07.03 04.0104.02 08.58 04.01 04.02 08.0708.07 08.07 08.58 07.03 04.01 BEYOND BRICK LEDGE 99'-0" T.O. STUD 120'-4" 09.68 TYP 08.59 04.02 26.9704.03 _______F8 A5.101 1 MAIN LEVEL 100'-0" T.O. STONE 114'-5 3/8" A B C D E F J L M N P QGKH 07.04 04.02 06.10 BEYOND SEE ELEVATION F3/A5.101 07.03 04.01 08.58 07.02 07.01 06.10 08.58 04.0104.02 04.01 04.0204.0104.02 07.01 BEYOND BRICK LEDGE 99'-0" T.O. STUD 120'-4" 09.6809.68 04.03 6"H VINYL GRAPHIC SIGNAGE; VERIFY BUILDING ADDRESS WITH OWNER MAIN LEVEL 100'-0" T.O. STONE 114'-5 3/8" 4321 06.10 BEYOND 04.02 04.01 08.0708.58 04.01 04.02 08.07 04.0208.5808.07 04.01 BEYOND 07.0307.0207.0207.0207.03 BRICK LEDGE 99'-0" T.O. STUD 120'-4" 09.68 04.03 TYP 26.97 2'-8"ALTERNATE NO. 2 FDC - SEE MECH _______F8 A5.101 1 MAIN LEVEL 100'-0" T.O. STONE 114'-5 3/8" ABCDEFJLMNPQGKH 08.12 08.1107.06 07.0607.06 07.0607.06 08.12 08.12 07.02 06.1007.01 07.01 BRICK LEDGE 99'-0" T.O. STUD 120'-4" 04.01 BEYOND 04.01 07.03 CEILING 08.5808.0704.0104.02 09.68 05.9505.95 09.6809.68 04.02 SEE ELEVATION F6/A5.101 SIM 04.03 TYP 04.02 2 2 BASE ML 100'-0" BRICK LEDGE 99'-4"8"3C8"5 3/8"3C8"2 5/8"3C8"5C1'-1 3/8"2 5/8"2 5/8"2 5/8"8C1'-9 3/8"4C10 5/8"2 5/8"5 3/8"5 3/8"4C10 5/8"3C8"5 3/8"6 C1'-4"2 5/8"3C8"2 5/8"2 5/8"2 5/8"3C8"2C1C 1C1C1C 1C 2C 2C 2C 1C 1C1C1C T.O. MASONRY 114'-5 3/8"STONE MASONRY VENEER FINISH/COLOR LEGEND HONED/CREAM SPLIT FACE/CREAM, RECESSED 1/2" HONED/BUFF SPLIT FACE/BUFF, RECESSED 1/2"62 COURSES STONE MASONRY13'-9 3/8"CAST STONE BASE COURSE, SEE SECTIONS NOTE: COURSED ASHLAR PATTERN AS DRAWN IS REPRESENTATIVE OF DESIGN INTENT. STONE MASONRY UNITS TO VARY IN LENGTH FROM 8 INCHES MINIMUM TO 30 INCHES MAXIMUM. HEAD JOINTS SHALL NOT STACK ON CONSECUTIVE COURSES. NOTE: PROVIDE A 4' X 4' MOCK UP OF ENTIRE WALL ASSEMBLY (STONE MASONRY VENEER ON STUD BACKUP, SEE DETAIL B6/A5.200) FOR APPROVAL BY ARCHITECT PRIOR TO INSTALLATION. PROVIDE AN 8" DEEP CAST IN PLACE CONCRETE BASE FOR A TOTAL MOCK-UP HEIGHT OF 4'-8". F3 A5.501 _______ 1 J MK 2'-0"4"8"2 1/2"3"4"H ALUM DIMENSIONAL CHARACTERS, POWDER-COATED FINISH 8"H BOLD ALUM DIMENSIONAL CHARACTERS, POWDER-COATED FINISH8"3'-0"1'-5"21'-8" 04.01 NOTES: - SEE STRUCTURAL FOR FOUNDATION AND FOOTING REQUIREMENTS - ALL TYPE FACE TO BE ARIAL - ALL LETTERS TO BE PIN MOUNTED WITH 1/2" STANDOFF - SEE ELECTRICAL FOR EXTERNAL LIGHTING 10.06 04.02 1'-0"6'-0" GLUE-LAMINATED COLUMNS - SEE STRUCTURAL 09.6809.68 F6 A6.001 _______ 14'-0 1/2"6'-5"1'-2 1/2" TYP STONE MASONRY CAP JOINTS - SEE PLAN ALIGN CAST STONE MASONRY JOINTS WITH STONE MASONRY CAP JOINTS - TYPALIGN1 4"2'-0"8"3'-0"EQ EQ 2'-5" 04.0204.01 GRADE/PAVING - SEE CIVIL 09.68 10.06 GLU-LAMINATED COLUMN - SEE STRUCTURAL F6 A6.001 _______ AS OCCURS B6 A5.602 _______ B6 A5.602 _______ C6 A5.602 _______ F1 A5.602 _______ ALIGN ALIGN ALIGN F E D C B A 1 2 3 4 5 6 7 8 A MN Check: Drawn: Date: Comm: License Number: 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 under the laws of the State of Scale: Date 7/11/2023 5:43:43 PMBIM 360://222064 - Glacial Valley Park Building/222064 Glacial Valley Park Building.rvtAs indicatedCentral: BIM 360://222064 - Glacial Valley Park Building/222064 Glacial Valley Park Building.rvtCITY OF COTTAGE GROVE GLACIAL VALLEY PARK BUILDING A5.101 EXTERIOR ELEVATIONS 12800 RAVINE PARKWAY S COTTAGE GROVE, MN 55016 9900 RAVINE PKWY S COTTAGE GROVE, MN 55016 222064 JW/JM TC/MJS 11/08/2022 222064 Minnesota 11/08/2022 John McNamara 24281 ARCHITECT MATERIALS KEY KEY MATERIAL 04.01 STONE MASONRY VENEER (SEE ENLARGED ELEVATION FOR PATTERN) 04.02 CAST STONE MASONRY 04.03 STONE MASONRY VENEER CONTROL JOINT 05.95 PIPE BOLLARD - PAINT PT-8 06.10 GLUED-LAMINATED CONSTRUCTION 07.01 PREFINISHED SHEET METAL COPING #1 (SANDSTONE) 07.02 PREFINISHED SHEET METAL COPING/FLASHING #2 (MATTE BLACK) 07.03 FIBER CEMENT PANELS AND VERTICAL TRIM SIDING 07.04 THERMALLY MODIFIED WOOD SOFFIT 07.06 PREFINISHED ALUMINUM PANEL 08.07 PREFINISHED ALUMINUM FRAME 08.11 SECTIONAL METAL OVERHEAD DOOR 08.12 FOLDING GLASS DOOR SYSTEM 08.58 EXTERIOR GLAZING 08.59 PREFINISHED METAL LOUVER 09.68 PT-8 (ON EXPOSED STEEL) 10.06 ALUMINUM DIMENSIONAL LETTER SIGNAGE 26.97 EXTERIOR LIGHTING (SEE ELEC.) 0 1/8" = 1'-0" EAST EXTERIOR ELEVATIONC5 6' 12' 0 1/8" = 1'-0" SOUTH EXTERIOR ELEVATIONE1 6' 12' 0 1/8" = 1'-0" WEST EXTERIOR ELEVATIONE5 6' 12' 0 1/8" = 1'-0" NORTH EXTERIOR ELEVATIONC1 6' 12' 0 1/2" = 1'-0" STONE MASONRY VENEER ELEVATION PATTERNF1 1'-6" 3' 0 1/2" = 1'-0" MONUMENT SIGNF3 1'-6" 3' 0 1/2" = 1'-0" MONUMENT/COLUMN WRAP SIDE ELEVATIONF6 1'-6" 3' Revisions Description Date Num Addendum #1 11/28/2022 1 PR#04 07/12/2023 2 EXTERIOR ELEVATIONS GENERAL NOTES 1. WHERE NOT SHOWN, MASONRY VENEER EXPANSION JOINTS ARE TO BE LOCATED AT A MINIMUM OF 2 FEET AND 10 FEET FROM OUTSIDE CORNERS, AT INSIDE CORNERS, ABOVE WINDOW AND DOOR JAMBS, BETWEEN DISSIMILAR MATERIALS, AND NO MORE THAN 20 FEET ON CENTER ELSEWHERE. 0 1/4" = 1'-0" ENLARGED ELEVATION AT ALUM TRIMF8 3' 6' 1 MAIN LEVEL 100'-0" Q T.O. STUD VARIES, SEE ELEV T.O. BEAM VARIES, SEE STRUCT SEE ELEVATIONSVARIES2'-8"FDN/FOOTING SEE STRUCTURAL PREFINISHED METAL COPING ROOFING SYSTEM GLULAM BEAM AND DECK AS OCCURS, SEE STRUCT FLOOR CONSTRUCTION: -HEATED CONCRETE SLAB ON GRADE, SEE STRUCT & MECH -2" FLOOR INSULATION -VAPOR BARRIER -AGGREGATE BASE, SEE CIVIL 3" PERIMETER INSULATION E-PS06 E-FS06 CAST STONE LEDGE SEE ELEVATIONS _______D1 A5.200 _______F3 A5.501 _______C6 A5.602 _______B6 A5.602 1 MAIN LEVEL 100'-0" Q T.O. STEEL 112'-8" T.O. STUD 114'-5 3/8" FDN/FOOTING SEE STRUCTURAL FLOOR CONSTRUCTION: -HEATED CONCRETE SLAB ON GRADE, SEE STRUCT & MECH -2" FLOOR INSULATION -VAPOR BARRIER -AGGREGATE BASE, SEE CIVIL 3" SLAB PERIMETER INSULATION PREFINISHED METAL COPING ROOFING SYSTEM CEILING AS OCCURS, SEE REFLECTED CEILING PLANS E-PS06 CAST STONE LEDGE SEE ELEVATIONS 13'-9 3/8"8"E-SS06 _______B1 A5.200 _______F3 A5.501 1 MAIN LEVEL 100'-0" Q SEE ELEVATIONSVARIES2'-8"STOREFRONT SYSTEM, SEE ELEVATIONS T.O. STUD VARIES, SEE ELEV T.O. BEAM VARIES, SEE STRUCT FDN/FOOTING SEE STRUCTURAL NOTES APPLY A5.201 D1 CAST STONE LEDGE SEE ELEVATIONS E-PS06 E-FS06 _______D1 A5.200 _______C5 A5.602 _______F1 A5.602 _______F3 A5.501 1 MAIN LEVEL 100'-0" Q T.O. STEEL 112'-8" T.O. STONE 114'-5 3/8" FDN/FOOTING SEE STRUCTURAL NOTES APPLY A5.201 F1 CAST STONE LEDGE SEE ELEVATIONS SEE PLAN FOR WALL TYPE DUCT, SEE MECHANICAL LOUVER _______B1 A5.200 _______F5 A5.601 _______D5 A5.601 _______F3 A5.501 1 MAIN LEVEL 100'-0" Q T.O. BEAM VARIES, SEE STRUCT T.O. ST0NE 114'-5 3/8" FDN/FOOTING SEE STRUCTURAL T.O. STUD VARIES, SEE ELEV. PREFINISHED METAL COPING ROOFING SYSTEM GLULAM BEAM AND DECK AS OCCURS, SEE STRUCT FLOOR CONSTRUCTION: -HEATED CONCRETE SLAB ON GRADE, SEE STRUCT & MECH -2" FLOOR INSULATION -VAPOR BARRIER -AGGREGATE BASE, SEE CIVIL 3" PERIMETER INSULATION CEILING AS OCCURS, SEE RELFECTED CEILING PLANS CAST STONE LEDGE SEE ELEVATIONS T.O. CAST STONE 108'-0" _______E3 A5.200 _______F3 A5.501 1 MAIN LEVEL 100'-0" Q _______C7 A5.501 NOTES APPLY A5.201 F2 STOREFRONT SYSTEM, SEE ELEVATIONS STOOP T.O. BEAM VARIES, SEE STRUCT T.O. STONE 114'-5 3/8" FDN/FOOTING SEE STRUCTURAL T.O. STUD VARIES, SEE ELEV._______E3 A5.200 _______C1 A5.602 MAIN LEVEL 100'-0" 3 STOREFRONT SYSTEM, SEE ELEVATIONS FLOOR CONSTRUCTION: -HEATED CONCRETE SLAB ON GRADE, SEE STRUCT & MECH -2" FLOOR INSULATION -VAPOR BARRIER -AGGREGATE BASE, SEE CIVIL 3" SLAB PERIMETER INSULATION ROOFING SYSTEM GLULAM AND STEEL BEAMS, SEE STRUCT CEILING AS OCCURS, SEE REFLECTED CEILING PLANS T.O. STEEL 112'-8" FDN/FOOTING SEE STRUCTURAL SLOT DIFFUSER & PLENUM BOX, SEE MECH CONC WALK AS OCCURS, SEE CIVIL NOTES APPLY A5.202 C1 ES-WS03 _______D7 A5.601 _______B1 A5.601 SIM 1 1 MAIN LEVEL 100'-0" 2 T.O. STEEL 112'-8" FDN/FOOTING SEE STRUCTURAL T.O. STONE 114'-5 3/8" E-PS06 E-SS06 CAST STONE LEDGE SEE ELEVATIONS T.O. CAST STONE 108'-0" NOTES APPLY A5.201 B1 _______B1 A5.200 _______F3 A5.501 1 MAIN LEVEL 100'-0" 2 FDN/FOOTING SEE STRUCTURAL NOTES APPLY A5.201 B1 STOOP HM DOOR AND FRAME _______C7 A5.501 T.O. STEEL 112'-8" T.O. STONE 114'-5 3/8" _______B1 A5.200 _______C3 A5.602 MAIN LEVEL 100'-0" 2 T.O. STONE 114'-5 3/8" FDN/FOOTING SEE STRUCTURAL T.O. STEEL 112'-8" NOTES APPLY A5.201 B1 CONCRETE APRON W/ STOOP FOUNDATION, SEE PLAN FOR EXTENTS SECTIONAL OVERHEAD DOOR T.O. OPENING 108'-0" _______C7 A5.501 _______B1 A5.200 _______C3 A5.601 _______F3 A5.601 MAIN LEVEL 100'-0" 2 FDN/FOOTING SEE STRUCTURAL T.O. STEEL 112'-8" T.O. STONE 114'-5 3/8" CAST STONE LEDGE SEE ELEVATIONS BRACE FRAME AS OCCURS, SEE STRUCTURAL FLOOR CONSTRUCTION: -CONCRETE SLAB ON GRADE, SEE STRUCT -VAPOR BARRIER -AGGREGATE BASE, SEE CIVIL 2" PERIMETER INSULATION PREFINISHED METAL COPING ROOFING SYSTEM E-SS06 E-PS06 _______B1 A5.200 _______F3 A5.501 1 F E D C B A 1 2 3 4 5 6 7 8 A MN Check: Drawn: Date: Comm: License Number: 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 under the laws of the State of Scale: Date 7/11/2023 5:43:48 PMBIM 360://222064 - Glacial Valley Park Building/222064 Glacial Valley Park Building.rvt3/8" = 1'-0"Central: BIM 360://222064 - Glacial Valley Park Building/222064 Glacial Valley Park Building.rvtCITY OF COTTAGE GROVE GLACIAL VALLEY PARK BUILDING A5.201 WALL SECTIONS 12800 RAVINE PARKWAY S COTTAGE GROVE, MN 55016 9900 RAVINE PKWY S COTTAGE GROVE, MN 55016 222064 JW/JM MJS 11/08/2022 222064 Minnesota 11/08/2022 John McNamara 24281 ARCHITECT 0 3/8" = 1'-0" TYPICAL SECTION AT FIBER CEMENT SIDINGD1 2' 4' 0 3/8" = 1'-0" TYPICAL SECTION AT STONE MASONRY - HEATED SLABF1 2' 4' 0 3/8" = 1'-0" STOREFRONT SECTION AT FIBER CEMENT SIDINGD2 2' 4'0 3/8" = 1'-0" SECTION AT EAST LOUVERD7 2' 4' 0 3/8" = 1'-0" SECTION AT STONE MASONRY / STEPPED PARAPETF2 2' 4' 0 3/8" = 1'-0" SECTION AT STOOP 110CD4 2' 4' 0 3/8" = 1'-0" SECTION AT STOREFRONT 3D5 2' 4' 0 3/8" = 1'-0" SECTION AT PARKS STORAGEB4 2' 4'0 3/8" = 1'-0" SECTION AT HM DOORB5 2' 4' 0 3/8" = 1'-0" SECTION AT OVERHEAD DOORB2 2' 4'0 3/8" = 1'-0" TYPICAL SECTION AT STONE MASONRY - UNHEATED SLABB1 2' 4' Revisions Description Date Num Addendum #1 11/28/2022 1 PR#04 07/12/2023 2 2 PLUMBING PLAN GENERAL NOTES: 1. MECHANICAL CONTRACTOR SHALL DETERMINE LIMITATIONS AND/OR CONFLICTS RELATIVE TO THE EXECUTION OF HIS WORK PRIOR TO BID. VERIFY EXACT DETAIL OF INSTALLATION REQUIRED TO PROVIDE SYSTEMS SHOWN WITHIN SPACE INTENDED. 2. ALL RISES AND DROPS IN PIPING ARE NOT NECESSARILY SHOWN. LAYOUT ROUTING AND COORDINATE WORK WITH OTHER TRADES BEFORE CONSTRUCTION. 3. MECHANICAL CONTRACTOR SHALL BE RESPONSIBLE FOR CUTTING AND PATCHING OF CONSTRUCTION UNLESS OTHERWISE NOTED ON THE PLANS. NO CUTTING OF STRUCTURAL MEMBERS OR STRUCTURE WHICH WILL DETERIORATE THE INTEGRITY AND STRENGTH OF THE BUILDING WILL BE ALLOWED WITHOUT WRITTEN APPROVAL FROM THE STRUCTURAL ENGINEER. 4. LOCATE ALL VALVES, METERS, GAUGES AND PIPING SPECIALTIES ABOVE ACCESSIBLE CEILINGS. 5. COORDINATE ALL UTILITY CONNECTION SIZES, LOCATIONS, AND INVERTS WITH THE SITE UTILITY CONTRACTOR. 6. INSTALL WALL HYDRANTS AT 2'-0" ABOVE FINISHED GRADE. FIELD VERIFY EXACT LOCATION. 7. REFER TO PLUMBING RISER DIAGRAMS FOR ADDITIONAL PIPE SIZES NOT SHOWN ON DRAWING. 8. PROVIDE AND INSTALL ALL LOW VOLTAGE WIRING TO ELECTRONIC PLUMBING FIXTURES IN A CONTINUOUS RACEWAY SYSTEM TO CONFORM TO ALL DIVISION 26 REQUIREMENTS. WORK TO INCLUDE TRANSFORMERS AS NECESSARY FOR THE CONNECTED QUANTITY OF FIXTURES, WIRING, CONDUIT, JUNCTION BOXES, AND FINAL CONNECTIONS. THE ELECTRICAL CONTRACTOR WILL PROVIDE 120/1 VOLT POWER AND CONNECTIONS TO LINE VOLTAGE SIDE OF THE TRANSFORMER. REFER TO THE ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION. PLUMBING PLAN KEYED NOTES: 1 PROVIDE OVERFLOW STORM DRAIN OUTFALL 24" ABOVE GRADE. PROVIDE SIGNAGE STATING "OVERFLOW". 2 PROVIDE PRIMARY STORM DRAIN OUTFALL 24" ABOVE GRADE. PROVIDE SIGNAGE INDICATING "PRIMARY". 3 PROVIDE HEAT TRACE IN THE PRIMARY STORM DRAIN. REFER TO DETAIL B1/M6.1 4 PROVIDE WALL OUTLET BOX FOR REFRIGERATOR ICEMAKER. 5 BALANCE TO INDICATED GPM. 6 PROVIDE CLEANOUT IN WALL. 7 CONNECT THE EASTERN SET OF ROOF DRAINS INTO A 6" VERTICAL, BUT UPSIZE THE VERTICAL TO A 8" BELOW THE WYE CONNECTION. P-6P-5 P-2H P-1H P-1H P-2H P-2H P-1H P-4 3/4" CW WH WH 4" TRENCH DRAIN BY DIV. 22 2" FD-1 SEE FOR BOILER ROOM 5" SD UP 1921 SF 5" OSD UP 1921 SF5" SD UP 2554 SF 5" OSD UP 2554 SF5" SD UP 1921 SF 5" OSD UP 1921 SF CO CO 5" SD 6" SD 6" OSD 5" OSD 6" SD6" OSD CO A B C D E F G H J K L M N P Q 1 2 3 4 CO CO 5" OSD 3" VTR 4" VTR /F1 M2.0 2"FD-1 2" FD-1 1 2 3/4" CW 3/4" HW 3/4" HW 3/4" SCW 3/4" CW 4" V HB 3 3/4" CHW 1/2" CHW 2" SCW 2" SCW 4 5 1.5 GPM 5" SD 3/4" CHW 1/2" CW CO 5" OSD 5" SD 6 6 CO CO CO CO 2" V DN 2 2 2 2 3 8" OSD 8" SD 7 7 3 2" SS UP CO 2" V UP 4" TRENCH DRAIN CO I.E. 92'-6" I.E. 91'-6" 5' - 0" BY SITE UTILITY CONTRACTOR BY DIV.22 5' - 0"BY SITE UTILITY CONTRACTOR BY DIV.22 A B C D E F G H J K L M N P Q 1 2 3 4 2" V UP 2" SS UP 4" SS UP 4" CW UP 2" V UP 2" SS UP 2" SS UP 2" SS UP 2" SS UP 2" SS UP 4" SS UP 4" SS UP 2" SS UP 2" SS UP 4" SS UP 2" SS UP 2" V UP 2" SS UP 4" SS 2" V UP 4" CW 2" V UP 4" SS 4" SS 4" SS 4" SS 4" SS 2" V UP 3" SS UP TO FD 2" V UP 3" SS CO 3" SS UP 2 3" VTR 3" V 1 1/2" V 2" V 4" VTR P-7 P-6 CO 2" SS 2" SS P-5 2" FD-1 2" FD-1P-1H P-1H P-2H P-2H 2" FD-1 4" HUB DRAIN 2" FD-1 3" FD-1 P-1H P-3 P-7 P-2H 4" SS 2" V 1 1/2" V 1 1/2" V 2" V CO 2" SS 2" SS 1 1/2" V 2" V 2" V 2" V 4" SS 2" SS 4" SS 4" SS 2" V 4" V 2" V 2" SS 2" SS 4" SS 2" SS 4" SS 4" SS 2" SS 2" SS 1 1/2" V 4" SS 2" V 2" V 4" V 1 1/2" V 1 1/2" V 4" V 2" V 4" SS 2" SS 1 1/2" SS 1 1/2" SS 4" V 4" TRENCH DRAIN CO 2" V 2" V CO CO 3" FD-1 3" SS 3" SS CO P-5 P-1H P-2H P-1H P-2H HB P-1H P-2HP-3 P-7 P-4 WH WH P-6 4" CW 1/2" CW 2" SCW 3/4" CW 1 1/4" SCW 2" SCW 1 1/2" SCW 1 1/2" SCW 1/2" SCW 1/2" SCW 3/4" SCW 3/4" SCW 2" SCW 1 1/4" SCW 1/2" SCW 1/2" HW 1/2" SCW 1/2" HW 1/2" HW 1/2" SCW 1 1/4" SCW 1/2" SCW 2" SCW2" SCW 3/4" CW 1/2" CW 3/4" HW 1 1/4" HW 3/4" CW 3/4" CHW 3/4" HW 3/4" SCW 3/4" CHW 3/4" HW 3/4" SCW 1/2" CW 1/2" CW 1/2" CHW 1/2" HW 2" SCW 3/4" CW 3/4" CW 1.5 GPM 0.6 GPM REFRIGERATOR/ICEMAKER WATER METER 4" CW TO FIRE PROTECTION 2" CW WS-1 WH-1 ET-3 P-9 4" CW F E D C B A 1 2 3 4 5 6 7 8 M MN NorthCheck: Drawn: Date: Comm: License Number: 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 under the laws of the State of Scale: Date 7/12/2023 9:38:19 AMBIM 360://222064 - Glacial Valley Park Building/222064 - Glacial Valley Park Building (MECH)_Central.rvt1/8" = 1'-0"Central: BIM 360://222064 - Glacial Valley Park Building/222064 - Glacial Valley Park Building (MECH)_Central.rvtCITY OF COTTAGE GROVE GLACIAL VALLEY PARK BUILDING M1.0 PLUMBING PLAN 8635 W POINT DOUGLAS RD S COTTAGE GROVE, MN 55016 9900 RAVINE PKWY S COTTAGE GROVE, MN 55016 222064 JM AG 11/08/22 222064 MINNESOTA 11/08/22 PROFESSIONAL ENGINEER 1/8" = 1'-0" PLUMBING PLAN - MAIN LEVELC4 1/8" = 1'-0" PLUMBING PLAN - UNDERGROUNDF5Waste and Vent Riser DiagramF1 Supply Riser DiagramC1 Revisions Description Date Num Addendum #1 11/28/2022 1 SI#01 02/06/2023 2 PR#04 07/11/2023 3 1 WATER HAMMER ARRESTOR 1 2 3 H H H H H H H H S S S S S S S S S S S S S S S HYDRONIC PLAN GENERAL NOTES: 1. ALL RISES AND DROPS IN PIPING ARE NOT NECESSARILY SHOWN. LAYOUT ROUTING AND COORDINATE WORK WITH OTHER TRADES BEFORE CONSTRUCTION. 2. MECHANICAL CONTRACTOR SHALL BE RESPONSIBLE FOR CUTTING AND PATCHING OF CONSTRUCTION UNLESS OTHERWISE NOTED ON THE PLANS. NO CUTTING OF STRUCTURAL MEMBERS OR STRUCTURE WHICH WILL DETERIORATE THE INTEGRITY AND STRENGTH OF THE BUILDING WILL BE ALLOWED WITHOUT WRITTEN APPROVAL FROM THE STRUCTURAL ENGINEER. 3. LOCATE ALL VALVES, METERS, GAUGES, AND PIPING SPECIALTIES ABOVE ACCESSIBLE CEILINGS. 4. COORDINATE TEMPERATURE SENSOR LOCATIONS WITH OTHER TRADES, BUILDING ELEMENTS, MARKER BOARDS, AND ELECTRICAL SWITCHES. ADJUST THE EXACT LOCATIONS AS REQUIRED TO AVOID CONFLICTS. 5. BRANCH PIPING TO EQUIPMENT TO BE 3/4" UNLESS OTHERWISE NOTED. 6. ROUTE PIPES BETWEEN JOIST WEBS WHERE REQUIRED TO COORDINATE WITH THE INSTALLATION OF OTHER TRADES AND TO MAINTAIN CEILING HEIGHTS. COORDINATE LOCATIONS PRIOR TO CROSS BRACING TO ENSURE THERE ARE NO CONFLICTS. HYDRONIC PLAN KEYED NOTES: 1 INFLOOR HEATING MANIFOLD AND CABINET. 2 PROVIDE EMERGENCY SHUTOFF SWITCH FOR SOLENOID VALVE IN GAS LINE TO FIRE PIT. 3 PROVIDE FIRE PIT TIMER AND GAS SOLENOID VALVE CONTROLLER. REFER TO SPECIFICATION SECTION 23 11 23 FOR CONTROLLER. 4 PROVIDE GAS SOLENOID VALVE IN FIRE PIT. ALSO PROVIDE SHUT OFF VALVE, DIRT LEG AND REGULATOR AT FIRE PIT. 5 PROVIDE 1 1/4" CONDENSATE DRAIN FROM FAN COIL UNIT. ROUTE TO MOP SINK AND TERMINATE ABOVE SPILL LINE. 6 BALANCE AT INDICATED GPM. 7 CONTRACTOR TO COORDINATE WITH THE UTILITY FOR INSTALLATION AND TO CONFORM TO ALL UTILITY REQUIREMENTS. 8 SURFACE MOUNTED IN FLOOR HEAT MANIFOLD 110 112 111 105 106 103 107A 109 108 107 101 100 102 104 2 PSI FNG GAS METER 530 MBH CUH 2 CUH 1 CV 1 UH 1 CEILING FAN SPEED CONTROLLERS A B C D E F G H J K L M N P Q 1 2 3 4 CV 2 CV 3 1 1 1 1 1" HW/CHWS 1" HW/CHWR INFLOOR HEAT ZONE #1 INFLOOR HEAT ZONE #3 INFLOOR HEAT ZONE #4 INFLOOR HEAT ZONE #2 FC 2 FC 1 2 3/4" HW/CHWS 3/4" HW/CHWR 3/4" HW/CHWR 3/4" HW/CHWS 1 1/4" HW/CHWR 1 1/4" HW/CHWS 3/4" HW/CHWR 3/4" HW/CHWS 1" HW/CHWS 1" HW/CHWR 3/4" HW/CHWS 3/4" HW/CHWR 1 1/4" HW/CHWS 1 1/4" HW/CHWR 1" HW/CHWS 1" HW/CHWR 3/4" HW/CHWS 1 1/2" HW/CHWS 1 1/2" HW/CHWR 1" HW/CHWR 1" HW/CHWS CEILING FAN SPEED CONTROLLERS 1/2" FNG UNDERGROUND FIRE PIT SEE FOR ENLARGED PLAN /F1 M2.0 CO/NO2 SENSOR 5 5 1 1/4" CD 5 1/2" FNG UNDERGROUND 1" FNG 4 3 SLOPE @ 1/8" / FT TYPE FOR ALL CONDENSATE 1 1/4" CD 1 1/4" CD P 6 P 5 2" HW/CHWR 2" HW/CHWS P 8 3/4" HW/CHWS 3/4" HW/CHWR 1 1/2" HW/CHWS 1 1/2" HW/CHWR 1 1/4" HW/CHWS 1 1/4" HW/CHWR 3/4" HW/CHWS 3/4" HW/CHWR 3/4" HW/CHWS 3/4" HW/CHWR 2" HW/CHWR 2" HW/CHWS 7 1" FNG 1 2" HW/CHWS 2" HW/CHWR 1" HW/CHWR 1" HW/CHWS 3/4" HW/CHWR FC 4 3 FC 3 3 3 P 115 INFLOOR HEAT ZONE #1 INFLOOR HEAT ZONE #3 INFLOOR HEAT ZONE #4 110 112 111 103107A109 108 107 101 100 104 INFLOOR HEAT ZONE #2 A B C D E F G H J K L M N P Q 1 2 3 4 GEOTHERMAL PIPING OUT TO WELL FIELD. SEE C1 / M2.0 FOR CONTINUATION. HEADER CABINETS HEADER CABINETS HEADER CABINETS HEADER CABINETS 1 1 1 1 1 D E F G 2 P-3 P-4 WH P 9 3/4" FNG B 1 P 1 3/4" CW ET 3 WH 1 WS 1 VFD 2 VFD 1 GHP 1 2" FD-2 4" HUB DRAIN 2" V DN 2" V DN 3/4" HW 3/4" SCW 3/4" CW 3/4" HW 2" SCW 1/2" HW 1 1/2" V 1" HW 2" SCW WELL FIELD HEADER ET 2 P 3 HB BUFFER TANK 1" HW/CHWR P 10 ET 1 2" HW/CHWR 2" HW/CHWS 0.6 GPM P-7 AS 2 AS 1 P 4 3/4" CW VFD 3 VFD 4 P 2 1 1/2" SCW 4 2" CW 3/4" CW 1 1/4" SCW 1 1/4" SCW 3/4" FNG 3/4" CHW TO FIRE PROTECTION SERVICE 4" CW WATER METER 3" FD-32" V DN 3" FD-4 3/4" CW 2" FD-2 1" FNG 3/4" FNG 2" SCW 1 1/4" HW 4" V 3" HW/CHWR 3" GWR 3" GWS /F2 M6.3 REFER TO DETAIL . 2" V1 1/4" CD DN 1 1/4" CD 3" HW/CHWS 1 1/4" CD TO MOP SINK 2" HW/CHWS 2" V DN 1/2" CHW CURB 3/4" HW/CHWR 3/4" HW/CHWS 2" HW/CHWS 2" HW/CHWR SEE C4/M1.0 FOR PLUMBING PLAN 8 P 7 3" GWR 3" GWS 3" HW/CHWR 3/4" HW/CHWR 3/4" HW/CHWS 2" HW/CHWS 2" HW/CHWR 1 3" HW/CHWS 3" HW/CHWS 4" CW DN 3" HW/CHWS 2 10' - 9 3/4"3 1 1/4" CD 1 1/4" HW/CHWR 1 1/4" HW/CHWS GEOTHERMAL PLAN GENERAL NOTES: 1. REFER TO GROUND HEAT EXCHANGER SPECIFICATIONS FOR FULL DETAILS. 2. THE GROUND HEAT EXCHANGER CONSISTS OF 2 HEADER MAINS EACH WITH 8 HORIZONTAL BOREHOLES, FOR A TOTAL OF 16 BOREHOLES AT A DEPTH OF 14', WITH A HORIZONTAL LENGTH OF 350' PER BOREHOLE. 3. BOREHOLES ARE TO BE A MINIMUM OF 10' AWAY FROM BUILDINGS AND A MINIMUM OF 5' AWAY FROM PROPERTY LINES. 4. GLYCOL TO BE USED IS 25% BY VOLUME PROPYLENE GLYCOL, PREMIXED WITH DI WATER AND SUITABLE CORROSION INHIBITORS BY MANUFACTURER. REFER TO 23 21 13 FOR FURTHER REQUIREMENTS. 5. CIRCUIT PIPES TO BE CONNECTED TO THE HEADER IN A REVERSE RETURN LAYOUT AS SHOWN IN C4/M6.3. 6. GHX CONTRACTOR IS RESPONSIBLE FOR COORDINATING WITH UTILITY SERVICES UNDERNEATH THE GHX. 7. MINIMUM BENDING RADIUS IS 20 TIMES THE OUTER DIAMETER FOR ANY PIPE CURVATURE. 8. NO PETROLEUM BASED PRODUCTS ARE TO BE IN CONTACT WITH THE HDPE PIPE AT ANY TIME. 9. ALL PIPING IS TO BE CAPPED AND PRESSURIZED TO 100 PSIG USING FUSION WELDED ENDCAPS ONCE THE U-BEND PIPING ASSEMBLY HAS BEEN INSTALLED. 10. NO OPEN PIPE ENDS ARE TO BE LEFT UNATTENDED AT ANY TIME. PIPING MUST MAINTAIN 100 PSIG BEFORE AND AFTER BACKFILLING OF TRENCHES. 11. BURIED PIPING SHALL INCLUDE METALLIC TRACER WIRE FOR EASE OF LOCATING. 12. A WARNING STRIP 1.5" WIDE, INDICATING "CAUTION: GEOTHERMAL PIPING," TO BE BURRIED 12" TO 18" BELOW GRADE, ABOVE PIPING. 13. CONTRACTOR SHALL PROVIDE A TEST WELL GROUT, CONDUCTIVITY TEST AND PROVIDE REPORT TO THE ENGINEER FOR REVIEW PRIOR TO PROCEEDING WITH THE WORK. TEST WELL AND CONDUCTIVITY TESTING SHALL BE IN ACCORDANCE WITH ALL ASHRAE, IGSHPA AND MN RULES PROCEDURES, REFER TO SPECIFICATION SECTION 23 21 14. 14. COORDINATE ALL WORK ON SITE WITH THE OWNER'S CONTRACTOR THAT IS PROVIDING THE SITE WORK UNDER SEPARATE CONTRACT. 15. REFER TO SPECIFICATIONSECTION 01 22 00 - "UNIT PRICES" FOR ADDING/SUBTRACTING GEOTHERMAL WELLS. F E D C B A 1 2 3 4 5 6 7 8 M MN NorthCheck: Drawn: Date: Comm: License Number: 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 under the laws of the State of Scale: Date 7/12/2023 9:38:27 AMBIM 360://222064 - Glacial Valley Park Building/222064 - Glacial Valley Park Building (MECH)_Central.rvtAs indicatedCentral: BIM 360://222064 - Glacial Valley Park Building/222064 - Glacial Valley Park Building (MECH)_Central.rvtCITY OF COTTAGE GROVE GLACIAL VALLEY PARK BUILDING M2.0 HYDRONIC PLAN 8635 W POINT DOUGLAS RD S COTTAGE GROVE, MN 55016 9900 RAVINE PKWY S COTTAGE GROVE, MN 55016 222064 JM AG 11/08/22 222064 MINNESOTA 11/08/22 PROFESSIONAL ENGINEER 1/8" = 1'-0" HYDRONIC PIPING PLANC5 1/8" = 1'-0" HYDRONIC PIPING PLAN - INFLOOR HEATING PLANF51/2" = 1'-0" ENLARGED MECHANICAL ROOMF1 GEOTHERMAL WELL LOCATIONC13/200" = 1'-0" MIN 4" DIAMETER BORE HOLES ON THIS END AT EACH WELL. APPROXIMATE 350'x150' HORIZONTAL GEOTHERMAL WELLFIELD WITH 16 BORES. DIRECTIONALLY BORED 14' BELOW GROUND. REFER TO DETAILS C4 AND D4 ON SHEET M6.3 TRENCH ON THIS END FOR A PIPE HEADER TO CONNECT THE HORIZONTAL WELL PIPING TO THE MAIN PIPES BACK TO THE BUILDING. BUILDING MECH ROOM ROUTE GEOTHERMAL PIPES FROM BUILDING TO WELL FIELD Revisions Description Date Num Addendum #1 11/28/2022 1 SI#02 05/02/2023 2 PR#04 07/11/2023 3 1 1 1 1 1 COORDINATE PIPE ROUTING BELOW ELECTRICAL CONDUIT IN THIS LOCATION. ROUTE PIPES BELOW WATER SERVICE IN THIS LOCATION. MAINTAIN A MINIMUM OF 12" CLEARANCE 1 106 102 110 112 111 101 107 107A 109 103 104 105 108 100 FC 2 UP4-2-8 100 G 2408 100 A (TYP. 3)26x1426x1416ø 18x14 12x12 18ø 40x16 30x12 M 10x10 UP TO EF-3 A B C D E F G H J K L M N P Q 1 2 3 414x12FC 1 16ø 1208 90 C 1208 90 C 8x8 100 D 8x8 100 D 8x8 100 D 2408 250 A 10x8 175 D LOUVER 4-2-8 100 G 4-2-8 100 G B F 12x6 200 (TYP. 8) G 4-2-8 100 (TYP. 6) F 12x6 175 (TYP. 8) 8x8 UP TO EF-2 1 10x10 1 26x1436x54 2408 150 A 1 B 4-2-8 100 G 4-2-8 100 G 8x8 75 C CF 1 CF 2 CF 4 CF 3 18x18 E 40x16 M 16ø8x8 200 C 1208 150 C M 8x8 4 SRA B 1 2 B M OA M RA S 1 1 1 1 4 10x10 1 1 RE 1 2 MOA 14x8 50x26 12x10 30x14 2 8ø 2 54x48 UP RH-1 DRIP PAN10x10 UP TO EF-1 3 FC 4 8x8 150 D 8x10 10x1024x18 UP IH-1 FC 3 18x12 44x16 18x12 UP IH-2 50x26 M RA40x18 M M M 16x14 12x12 26x14 M 18x12OA 8ø RA OA 8x8 8x88x8 1208 90 C HVAC PLAN GENERAL NOTES: 1. TRANSFER DUCTS AND DUCTS CONNECTED TO TRANSFER FANS SHALL HAVE 1" INTERNAL SOUND ATTENUATING LINER 2. DO NOT INSTALL FLEXIBLE DUCT CONNECTIONS ABOVE INACCESSIBLE CEILINGS 3. DIFFUSER DUCT RUNOUTS AND FLEXIBLE DUCT CONNECTIONS SHALL BE THE SAME SIZE AS THE DIFFUSER NECK. 4. LOCATE BALANCING DAMPERS ABOVE ACCESSIBLE CEILINGS WHERE POSSIBLE. 5. COORDINATE LOCATIONS OF ANY ACCESS PANELS REQUIRED IN WALLS OR CEILINGS WITH GENERAL CONTRACTOR. 6. ROUTE DUCTS BETWEEN JOISTS AND THROUGH JOIST WEBS WHERE REQUIRED TO COORDINATE WITH THE INSTALLATION OF OTHER TRADES AND TO MAINTAIN CEILING HEIGHTS. COORDINATE LOCATIONS PRIOR TO CROSS BRACING TO ENSURE THERE ARE NO CONFLICTS. AREAS KEYNOTED ARE MINIMUM REQUIRED. 7. DIFFUSER AND REGISTER LOCATIONS SHALL BE COORDINATED WITH LIGHT FIXTURE LOCATIONS AND SHALL BE IN ACCORDANCE WITH CEILING PATTERNS AS SHOWN ON THE ARCHITECTURAL REFLECTED CEILING PLANS. 8. ALL RISES AND DROPS IN DUCTWORK ARE NOT NECESSARILY SHOWN. LAYOUT ROUTING AND COORDINATE WORK WITH OTHER TRADES BEFORE CONSTRUCTION. 9. MECHANICAL CONTRACTOR SHALL BE RESPONSIBLE FOR CUTTING AND PATCHING OF CONSTRUCTION UNLESS OTHERWISE NOTED ON THE PLANS. NO CUTTING OF STRUCTURAL MEMBERS OR STRUCTURE WHICH WILL DETERIORATE THE INTEGRITY AND STRENGTH OF THE BUILDING WILL BE ALLOWED WITHOUT WRITTEN APPROVAL FROM THE STRUCTURAL ENGINEER. 10. MECHANICAL CONTRACTOR SHALL DETERMINE LIMITATIONS AND/OR CONFLICTS RELATIVE TO THE EXECUTION OF HIS WORK PRIOR TO BID. VERIFY EXACT DETAIL OF INSTALLATION REQUIRED TO PROVIDE SYSTEMS SHOWN WITHIN SPACE INTENDED. HVAC PLAN KEYED NOTES: 1 PROVIDE DOUBLE WALL DUCTWORK WHARE DUCT IS SHOWN WITH AN INNER DASHED LINE. 2 PROVIDE FULL SIZE LOUVER PLENUM. REFER TO DETAIL C5/M6.2. REFER TO ARCH. PLAN FOR LOUVER SIZES. 3 REFER TO DETAIL F7/M6.1 FOR DUCT PROTECTION DETAIL IN GARAGE. 4 PROVIDE DUCT/ SMOKE DETECTOR IN RETURN DUCT. COORDINATE WITH DIV. 28. F E D C B A 1 2 3 4 5 6 7 8 M MN NorthCheck: Drawn: Date: Comm: License Number: 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 under the laws of the State of Scale: Date 7/12/2023 9:38:35 AMBIM 360://222064 - Glacial Valley Park Building/222064 - Glacial Valley Park Building (MECH)_Central.rvt1/8" = 1'-0"Central: BIM 360://222064 - Glacial Valley Park Building/222064 - Glacial Valley Park Building (MECH)_Central.rvtCITY OF COTTAGE GROVE GLACIAL VALLEY PARK BUILDING M3.0 HVAC PLAN 8635 W POINT DOUGLAS RD S COTTAGE GROVE, MN 55016 9900 RAVINE PKWY S COTTAGE GROVE, MN 55016 222064 JM AG 11/08/22 222064 MINNESOTA 11/08/22 PROFESSIONAL ENGINEER 1/8" = 1'-0" HVAC PLANE4 Revisions Description Date Num Addendum #1 11/28/2022 1 PR#04 07/11/2023 2 1 5" ORD ROOF DRAIN AREA: 2533 + (1.33*6.17*0.35) + (1.33*27.84*0.35) + (0.58*17.67*0.5) = 2554 SF ROOF DRAIN AREA: 1875 + (1.33*57.75*0.35) + (0.58*35.58*0.5) + (0.58*31.42*0.5) = 1921 SF 5" RD 5" ORD 5" RD 5" ORD 5" RD EF 3 A B C D E F G H J K L M N P Q 1 2 3 4 3" VTR EF 2 3" WATER HEATER INTAKE 3" WATER HEATER EXHAUST RH 1 1 2 ROOF DRAIN AREA: 1875 + (1.33*57.75*0.35) + (0.58*35.58*0.5) + (0.58*31.42*0.5) = 1921 SF 2 2 3 3 3 3 3 3 3 IH 1 IH 2 3" BOILER EXHAUST VENT 3" BOILER INTAKE 4" VTR 4' - 8"28' - 0"EF 1 1 1 ROOF PLAN GENERAL NOTES: 1. MECHANICAL CONTRACTOR SHALL DETERMINE LIMITATIONS AND/OR CONFLICTS RELATIVE TO THE EXECUTION OF HIS WORK PRIOR TO BID. VERIFY EXACT DETAIL OF INSTALLATION REQUIRED TO PROVIDE SYSTEMS SHOWN WITHIN SPACE INTENDED. 2. MECHANICAL CONTRACTOR SHALL BE RESPONSIBLE FOR CUTTING AND PATCHING OF CONSTRUCITON UNLESS OTHERWISE NOTED ON THE PLANS. NO CUTTING OF STRUCTURAL MEMBERS OR STRUCTURE WHICH WILL DETERIORATE THE INTEGRITY AND STRENGTH OF THE BUILDING WILL BE ALLOWED WITHOUT WRITTEN APPROVAL FROM THE STRUCTURAL ENGINEER. 3. BUILDING EXHAUST AND PLUMBING VENTS SHALL BE LOCATED A MINIMUM OF 10 FEET FROM ALL VENTILATION INTAKES. 4. ANY MECHANICAL EQUIPMENT REQUIRING MAINTENANCE SHALL BE LOCATED A MINIMUM 10 FEET FROM ALL ROOF EDGES UNLESS A GUARD RAIL IS PROVIDED. 5. THE MECHANICAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL REQUIRED REINFORCEMENT OF NEW AND EXISTING STRUCTURAL MEMBERS FOR MECHANICAL SYSTEMS. REFER TO "MECHANICAL SUPPORT REINFORCEMENT DETAIL" FOR ADDITIONAL REQUIREMENTS. ROOF PLAN KEYED NOTES: 1 MAINTAIN 10 FEET MINIMUM CLEARANCE TO INTAKE HOODS FROM ALL EXHAUST, RELIEF AND PLUMBING VENTS. F E D C B A 1 2 3 4 5 6 7 8 M MN NorthCheck: Drawn: Date: Comm: License Number: 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 under the laws of the State of Scale: Date 7/12/2023 9:38:36 AMBIM 360://222064 - Glacial Valley Park Building/222064 - Glacial Valley Park Building (MECH)_Central.rvt1/8" = 1'-0"Central: BIM 360://222064 - Glacial Valley Park Building/222064 - Glacial Valley Park Building (MECH)_Central.rvtCITY OF COTTAGE GROVE GLACIAL VALLEY PARK BUILDING M4.0 MECHANICAL ROOF PLAN 8635 W POINT DOUGLAS RD S COTTAGE GROVE, MN 55016 9900 RAVINE PKWY S COTTAGE GROVE, MN 55016 222064 JM AG 11/08/22 222064 MINNESOTA 11/08/22 PROFESSIONAL ENGINEER 1/8" = 1'-0" MECHANICAL ROOF PLANE4 Revisions Description Date Num Addendum #1 11/28/2022 1 SI#01 02/06/2023 2 PR#04 07/11/2023 3 3 VARIES SEE SUPPLYER2 2 4 4 COUNTER FLASHING BY MECHANICAL CONTRACTOR TOP OF WOOD BLOCKING 1" TO 2" BELOW ROOF BY OTHERS. MECHANICAL CONTRACTOR TO COORDINATE EXACT LOCATIONS CANT AS REQUIRED FOR ROOF TYPE. SEE ARCH. ROOFING ADHERED TO CURB . SEE ARCH. PRE-MANUFACTURED ROOF CURB. INSTALLED BY MECHANICAL CONTRACTOR. DUCT OPENING RETURN AIR INTERNAL CONDENSATE PUMP BLOWERBLOWERSERVICE CLEARANCE FOR FILTER REPLACEMENT REFER TO FLOOR PLAN FOR LOCATION OF SERVICE CLEARANCE. COODRINATE WITH ALL TRADES. CONDENSATE DRAIN OUTSIDE AIRCONTROL AND ELECTRICAL BOX VIBRATION ISOLATOR CONTROL/ ELECTRICAL BOX COIL CONNECTIONS CONDENSATE DRAIN THREADED ROD HANGER FILTER BOX FILTER BOX PROVIDED SERPARATELY2" MERV 13 FILTERCOIL CONNECTIONS ELECTRICAL CLEARANCE PER NEC AND ALL CODES MAIN DUCT EXTERIOR INSULATION SPIN-IN DUCT TAKE- OFF W/INTEGRAL BALANCING DAMPER. ROUND GALVANIZED SHEETMETAL DUCT. STAINLESS STEEL TIGHTENING BAND W/ SCREWDRIVER OPERATOR INSULATED FLEXIBLE DUCT STAINLESS STEEL TIGHTENING BAND W/ SCREWDRIVER OPERATOR SUPPLY AIR DIFFUSER LAY-IN CEILING OR OVERLAP INSTALLATION AS REQUIRED. 5'-0" MAX. LENGTH MINIMUM 2" GALVANIZED SHEETMETAL DUCT WITH BEADED END. INSTALL PER SMACNA AND FLEX DUCT MANUFACTURERS GUIDELINES. FILL SPACE BETWEEN DUCT & CURB WITH INSULATION. ROOF INSULATION REMOVABLE FAN SECTION AIR FLOW BAR JOIST BIRDSCREEN DISCONNECT SWITCH (UNFUSED) EXHAUST AIR DUCT (REFER TO DRAWINGS FOR SIZE) ELECTRICAL CONDUIT TO BE RUN IN CORNER INSIDE OF CURB BY ELECTRICAL CONTRACTOR. CONCRETE DECK ROOFING ROOF CURB PROVIDED AND INSTALLED BY MECHANICAL CONTRACTOR. BLOCK TO MATCH ROOF INSULATION THICKNESS AND CANT WHERE REQUIRED. MOTORIZED OR AUTOMATIC BACKDRAFT DAMPER FASTEN SECURELY TO ROOF CURB ALL FOUR SIDES FOAM RUBBER GASKETING AT TOP OF CURB. ANGLE SUPPORT- SPAN BAR JOISTS EXTERIOR INSULATION2" DRIP PAN SOLDERED WATERTIGHT. PROVIDE 2 MIL EPOXY MASTIC. ACCESS PANEL 12" MIN. 1" 2" CAM LATCH DUCT OPENING AIR FLOW 12" MIN. PROVIDE AIR TIGHT GASKET AROUND ENTIRE PERIMETER OF ACCESS PANEL HEATING COIL, MOTORIZED DAMPER, FIRE/SMOKE DAMPER, AIR FLOW MEASURING STATION, AND INLINE FAN. NOTES: 1. ACCESS PANEL SHALL BE AS DIMENSIONED ABOVE W/ 12" MIN. PROVIDE 4 LATCHES ON DIMENSIONS LARGER THAN 12 INCHES. 2. PROVIDE ACCESS PANELS AT ALL IN-DUCT HEATING COILS, MOTORIZED DAMPERS, SMOKE/FIRE DAMPERS, INTAKE LOUVERS AND AIRFLOW MEASURING STATIONS, AND INLINE FANS. FIRE SEPARATION. STRUCTURE SLEEVE MINERAL WOOL IF TOP OF FIRE DAMPER IS CLOSE TO STRUCTURE, USE ANGLES AND MINERAL WOOL AS SHOWN. RIVET, BOLT, OR WELD ANGLE IRON TO SLEEVE. ANGLE IRON FRAME AROUND ENTIRE WALL OPENING. BLADES WITH INTERLOCKING JOINTS. 1½ HOUR RATED UNLESS OTHERWISE NOTED. INSTALL PER MANUFACTURER'S UL LISTED TESTED ASSEMBLY REQUIREMENTS. S-SLIP JOINTS TYPICAL ALL FOUR SIDES. NOTES: 1. FIRE DAMPER DETAIL FOR ROUND DUCTS SIMILAR EXCEPT DAMPER SLEEVE IS FURNISHED WITH DAMPER FOR TRANSITION FROM ROUND DUCT TO DAMPER FRAME. 2. INSTALLATION SHALL BE IN ACCORDANCE WITH MANUFACTURERS APPROVED U.L. LISTED ASSEMBLY. 3. ALL DAMPERS SHALL BE U.L. 555 LABELED. 4. WHERE NEW FIRE DAMPERS ARE INSTALLED IN EXISTING DUCTWORK, VERIFY EXACT SIZE OF DUCTS IN FIELD BEFORE CONSTRUCTION. SIZES SHOWN ON PLAN ARE NOT FOR CONSTRUCTION. 5. FACTORY STANDARD SLEEVE MAY BE PROVIDED IN LIEU OF FIELD FABRICATED SLEEVE INDICATED. INFILL ANY VOID OPENINGS AROUND FRAMES WITH SUITABLE MATERIAL TO MAINTAIN FIRE RATING. SIDE OR BOTTOM ACCESS PANEL. REFER TO ACCESS PANEL DETAIL. PROVIDE IDENTIFICATION OF FIRE, SMOKE, OR COMBINATION FIRE SMOKE DAMPER AT ACCESS PANEL. DUCT PROVIDE SHEET METAL FLANGE AROUND ALL FOUR SIDES OF DUCT. FLANGE SIZE AS REQUIRED TO OVERLAP WALL OPENING BY AT LEAST 1-1/2 INCHES. WALL OR PARTITION. PACK SPACE WITH FIBERGLASS INSULATION FOR NON FIRE RATED WALL OR FIRE STOPPING AT RATED WALLS. REFER TO THE ARCHITECTURAL DRAWINGS FOR FIRE RATING REQUIREMENTS. NOTES: 1. PROVIDE DUCT WALL PENETRATION AS INDICATED FOR ALL ABOVE GROUND WALL PENETRATIONS. 2. MAINTAIN A CONTINUOUS VAPOR BARRIER FOR EXTERNALLY INSULATED DUCTS. DUCTWORK MAY BE INTERNALLY OR EXTERNALLY INSULATED AS REQUIRED PER PLANS AND SPECIFICATIONS. PROVIDE SEALANT AT ALL EDGES OF FLANGE WHERE DUCTWORK IS EXPOSED TO OUTSIDE ELEMENTS. ROOFING ANCHOR TO BAR JOIST (TYP) TALL CONE FLASHING BY MECH. CONTR. (TYP) STORM COLLAR (TYP) EXHAUST STACK HIGH VELOCITY EXIT CONE INTAKE STACKROUTE A MINIMUM 5'-0" ABOVE THE ROOF. ROOF INSULATION ROUTE A MINIMUM 2'-6" ABOVE THE ROOF. BIRD SCREEN REFER TO MANUFACTURER'S GUIDELINES FOR INTAKE AND EXHAUSTSEPARARTION DISTANCE REQUIREMENTS. MAINTAIN CLEARANCE PER MANUFACTURER'S RECOMMENDATIONS. PROVIDE ROOF THIMBLE AS REQUIRED. 1" 24" MIN.24" MIN.DRAINABLE LOUVER W/BIRDSCREEN (SEE ARCH.) CAM LATCHES CONTINUOUS 12 GA CAVITY SEALING SLEEVE AROUND ENTIRE WALL OPENING BY MECH. CONTR. EXTEND 4" PAST INTERIOR WALL FACE & INSTALL BEFORE LOUVER IS INSTALLED. SEAL TO BRICK & CONCRETE BLOCK W/SEALANT. CONNECT DUCTWORK TO SLEEVE. HINGED ACCESS PANEL PROVIDE WITH AIR TIGHT GASKET AROUND ENTIRE PERIMETER. EXTERIOR DUCT INSULATION CONNECT DUCT TO TOP OF LOUVER BLADE & SEAL WATERTIGHT SLOPE BOTTOM OF DUCT MINIMUM 1/4" PER FOOT DOWN TOWARD LOUVER SEAL BOTTOM OF LOUVER PLENUM PAN WATERTIGHT WITH BITUMASTIC NOTE: BLANK OFF ALL UNUSED PORTIONS OF LOUVER WITH SHEETMETAL AND 2" THICK RIGID FIBERGLASS INSTALLATION. MINIMUM 3 DUCT WIDTHS 1" DUCT LINER REFER TO DRAWING FOR RETURN AIR OR TRANSFER AIR GRILLE OR OPEN TO PLENUM WHERE INDICATEDMINIMUM 3 DUCT WIDTHS12" AFF3'-0"BALANCING DAMPER OPEN DUCT COVERED WITH 1/2"X1/2" WIRE BIRDSCREEN EXHAUST AIR AS INDICATED ON PLANS. 1-1/2" X 1-1/2" X 3/8" WELDED ANGLE IRON FRAME TO PROTECT DUCT. FASTEN ANGLE IRON FRAME SECURELY TO WALL AND FLOOR M 20" ROOF CURB PROVIDED AND INSTALLED BY THE MECHANICAL CONTRACTOR. BLOCK TO WATCH ROOF INSULATION THICKNESS AND CANT WHERE REQUIRED. HANG PAN FROM STRUCTURE EXTEND DRIP 12" LARGER THAN ROOF OPENING. TYPICAL OF ALL SIDES. FILL SPACE BETWEEN DUCT & CURB WITH INSULATION. CURB ON ALL SIDES. FASTEN SECURELY TO CONCRETE DECK FOAM RUBBER GASKET AT TOP OF CURB. INTERNAL MOTORIZED OPPOSED DAMPER. INSTALL ACTUATOR IN AN ACCESSIBLE LOCATION. EXTERIOR INSULATION ROOFING BAR JOIST ANGLE SUPPORT- SPAN BAR JOISTS 2" DRIP PAN SOLDERED WATERTIGHT. PROVIDE 2 MIL EPOXY MASTIC. GRAVITY RELIEF HOOD W/ BIRDSCREEN MOTORIZED OPPOSED BLADE DAMPER WHERE INDICATED ON THE DRAWINGS. PROVIDE WITH INTERNAL ACTUATOR. EXTERIOR INSULATION CONCRETE DECK ROOFING ROOF CURB PROVIDED AND INSTALLED BY THE MECHANICAL CONTRACTOR. BLOCK TO MATCH ROOF INSULATION THICKNESS AND CANT WHERE REQUIRED. GRAVITY INTAKE HOOD W/ BIRDSCREEN BY MECH. CONTR. ANGLE SUPPORT- SPAN BAR JOISTS 2" DRIP PAN SOLDERED WATERTIGHT. PROVIDE 2 MIL EPOXY MASTIC. BAR JOIST FILL SPACE BETWEEN DUCT & CURB WITH INSULATION. FASTEN SECURELY TO CURB ON ALL SIDES. FOAM RUBBER GASKET AT TOP OF CURB. ACCESS PANEL M F E D C B A 1 2 3 4 5 6 7 8 M MN Check: Drawn: Date: Comm: License Number: 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 under the laws of the State of Scale: Date 7/12/2023 9:38:38 AMBIM 360://222064 - Glacial Valley Park Building/222064 - Glacial Valley Park Building (MECH)_Central.rvt1/8" = 1'-0"Central: BIM 360://222064 - Glacial Valley Park Building/222064 - Glacial Valley Park Building (MECH)_Central.rvtCITY OF COTTAGE GROVE GLACIAL VALLEY PARK BUILDING M6.2 DETAILS 8635 W POINT DOUGLAS RD S COTTAGE GROVE, MN 55016 9900 RAVINE PKWY S COTTAGE GROVE, MN 55016 222064 PJJ AG 11/08/22 222064 MINNESOTA 11/08/22 PROFESSIONAL ENGINEERNOT TO SCALEE7MANUFACTURED CURB DETAIL NOT TO SCALEB3FAN COIL DETAIL NOT TO SCALEB7FLEXIBLE DUCT CONNECTION DETAIL NOT TO SCALEE3TYPICAL P.R.V. EXHAUST FAN DETAIL NOT TO SCALEC7ACCESS PANEL DETAIL NOT TO SCALEC1FIRE DAMPER AT WALL DETAIL NOT TO SCALEC3DUCT WALL PENETRATION DETAIL NOT TO SCALEE1HIGH EFFICIENCY BOILER EXHAUST/INTAKE VENT DETAIL NOT TO SCALEC5LOUVER INSTALLATION DETAIL NOT TO SCALEB1TRANSFER AIR DUCT NOT TO SCALEF7GARAGE FLOOR EXHAUST DETAIL Revisions Description Date Num PR#04 07/11/2023 1 NOT TO SCALEE5GRAVITY RELIEF HOOD DETAIL 1 1 NOT TO SCALEF1GRAVITY HOOD INTAKE DETAIL EXHAUST FAN AND TRANSFER FAN SCHEDULE MANUFACTURERSERVESUNIT NO. TOTAL MODEL NO. TYPE CFM S.P. W.C. VOLTS/RPM HP MAKE-UP AIR SOURCE REMARKSBAS TEMPERATURE SENSOR CONTROL OF DAY BAS TIME BAS TIMED PUSH BUTTON TO SPECIFICATION OTHER - REFER EF 'X' EF-3 EF-2 1. 120/1 VOLT FANS SHALL BE PROVIDED WITH A FACTORY MOUNTED DISCONNECT SWITCH. 2. PROVIDE WITH EC MOTOR. 3. PROVIDE WITH A GRAVITY BACK DRAFT DAMPER UNLESS A MOTORIZED DAMPER IS INDICATED TO BE PROVIDED. 4. WHERE MOTORIZED DAMPERS ARE INDICATED, THE DAMPERS AND ACTUATORS SHALL BE PROVIDED BY THE BAS CONTRACTOR AND INSTALLED BY DIV 23 CONTRACTOR. NOTES: LOCATION EC MOTOR DRIVE PHASE MOTORIZED DAMPER EF-1 COOK COOK COOK PRV PRV PRV103, 104, 106 - TOILET ROOMS 108 - PARKS STORAGE 111 - KITCHENETTE/SERVING ROOF ROOF ROOF 300 300 175 0.5 0.5 0.375 DIRECT DIRECT DIRECT YES YES YES 1/4 1/4 1/4 YES NO NO NO NO YES NO NO NO NO YES NO NO YES NO 1, 2, 3 1, 2, 4 1, 2, 3 FANCOIL FANCOIL FANCOIL 90 ACEH 90 ACEH 101 ACED OR70 1317 120/1 120/1 120/11487 1487 DESIGN PUMP SCHEDULE NO. UNIT LOCATION SERIESMANUFACTURER MODEL NUMBER GPM TYPE 50% FLOW HEAD HEAD HEAD SIZE DESIGN SHUTOFF IMP. SIZE SIZE RPM H.P. DISCH.SUC.EFF.MOTOR VOLTS REMARKS P 'X' PHASE P-9 P-8 P-7 P-6 P-5 P-4 P-3 P-2 P-1 1. INSTALL IN ACCORDANCE WITH MANUFACTURER'S WRITTEN INSTRUCTIONS. 2. PROVIDE AND INSTALL A STRAP-ON LINE VOLTAGE AQUASTAT TO CYCLE PUMP. COORDINATE INSTALLATION WITH THE ELECTRICAL CONTRACTOR FOR WIRING. 3. VARIABLE FREQUENCY DRIVES SHALL BE PROVIDED BY THE BUILDING AUTOMATION SYSTEM CONTRACTOR. ALL VARIABLE FREQUENCY DRIVES FOR THE ENTIRE PROJECT SHALL BE BY THE SAME MANUFACTURER. 4. SELECT WITH 35% PROPYLENE GLYCOL. 5. SELECT WITH 25% PROPYLENE GLYCOL. NOTES: VFD SERVES HEATING/CHILLED INFLOOR HEAT ZONE #1 INFLOOR HEAT ZONE #2 INFLOOR HEAT ZONE #3 INFLOOR HEAT ZONE #4 DOMESTIC HW RECIRC. B&G B&G B&G B&G B&G B&G B&G B&G B&G SERIES e-80 PL NBF NBF - 22 INLINE INLINE INLINE INLINE INLINE INLINE INLINE INLINE INLINE 75 70 105 100 454.6 381.5 342.0 393.1 123.0 9.125" 10.25" - 2" 2" 3" 3" 3/4" 5 5 10 2/5 1/8 YES YES YES YES NO WELL FIELD 208 3 208 3 208 3 208 3 120 1 1,3,4 1,3,4 1,3,5 1,3,5 1, 4 1, 4 1, 4 1, 4 1,2 75 70 72 73 72 73 105 100 102 105 102 105 9.125"2" 2" 10.25"3" 3"10 SERIES e-80 SERIES e-80 SERIES e-80 120 11" 1" -2/5 120 13/4" -2/5 120 13/4" -2/5 120 13/4" - PL PL PL P-10 BOILER 1, 4 HEATING/CHILLED WELL FIELD B&GMECHANICAL ROOM NO NO NO NO MECHANICAL ROOM MECHANICAL ROOM MECHANICAL ROOM MECHANICAL ROOM MECHANICAL ROOM 110 112 MECHANICAL ROOM 107 1 SERIES e-60 2X2X9.5C 2X2X9.5C 3X3X11B 3X3X11B PL 55 PL 55 PL 55 PL 55 1.25X1.25X5.25 INLINE 30 24 48 45 44 45 14 26 52 52 52 52 15 27 5.25 51% 51% 49% 49% 21% 19% 19% 20% 20% 58%1.25" 3/4" 3/4" 3/4" 3/4" 1.25" 1800 1800 1800 1800 1800 3600 3600 3600 3600 3000 1/2 208 NO3 4 P-11 FAN COIL #1 & #2 112 LITTLE GIANT VCMA-15 554405 STANDARD 0.4 10 -15 - -1-1/8" 3/8"1-1/50 115 NO 1 EXPANSION TANK SCHEDULE SERVES NO. UNIT MANUFACTURER MODEL NUMBER TYPE TANK (GALLONS) VOLUME TANK PRESS PRECHARGE MINIMUM WATER AVERAGE TEMP. PRESSURE (PSIG) OPER. MAXIMUM DIA. TANK HEIGHT TANK REMARKS ET 'X' (PSIG) ET-3 ET-1 1. INSTALL IN ACCORDANCE WITH MANUFACTURER'S WRITTEN INSTRUCTIONS. 2. PROVIDE AUTOMATIC AIR VENT PIPED TO NEAREST FLOOR DRAIN. NOTES: (GALLONS) VOLUME ACCEPTANCE HEATING / CHILLED WATER DOMESTIC HW B&G B&G B85-LA PLT-12 BLADDER DIAPHRAGM 115 22 11 110 4.5 2.8 ET-2 CONDENSER WATER B&G B85-LA BLADDER 80 22 11 1,2 1,2 1,21507013.5" 10.5" 12 12 30 30 34" 34" 16" 16" SPEED HIGH CFM @ FAN COIL UNIT SCHEDULE NO. UNIT TYPE LAT DB/WB EAT DB/WB LWTEWT MBH COOLING DATA GPM P.D. FLUID HEATING DATA FC 'X' VOLTS HPPHASE FAN DATA REMARKS FLUID P.D. GPMLWTEWTMBHLAT DB EAT DB FC-2 FC-1 OA MIN MOTOR TYPE 1. INSTALL IN ACCORDANCE WITH MANUFACTURER'S WRITTEN INSTRUCTIONS. 2. SELECT WITH 35% PROPYLENE GLYCOL. NOTES: FC-4 FC-3 ENVIRO-TEC, BCU -30 ENVIRO-TEC, BCU -20 ENVIRO-TEC, BCU -30 ENVIRO-TEC, HPP08 2000 2015 1250 400 665 175 350 675 1 1/2 1/3 1 1 1/2 1, 2 1, 2 1, 2 1, 2 ESP 1.25 0.73 1.0 1.25 78/64.7 P.D. AIR P.D. AIR 54.8/54.6 42 54 58.9 10.5 6.54 0.32 47.5 91 125 105.1 95.4 10.2 10.01 0.1 208 3 ECM ECM208 377.3/64.2 53.2/53.2 42 54.1 39.5 7.0 5.77 0.26 51.9 91.6 125 105 54 5.7 3.18 0.16 ECM208 377.6/61.7 54.1/52.6 42 54 50.7 9.0 5.28 0.33 49.8 91.6 125 105 92 9.7 9.23 0.1 80.6/66.7 53.0/52.8 42 54 15.82 120 14.28 31.8 90.8 125 1053.0 27.55 2.80 4.57--ECM CO2 OA 250 175 160 280 1 1 DOMESTIC WATER HEATER SCHEDULE SERVESUNIT NO.OR ELEC) TYPE (GASMODEL NUMBER MANUFACTURER STORAGE CAP. (GALLONS)INPUT MBH @ 90° RISE GPH RECOVERY VOLTSVENT SIZE WATER TEMP. AMPS REMARKS WH 'X' PHASE WH-1 1. INSTALL IN ACCORDANCE WITH MANUFACTURER'S WRITTEN INSTRUCTIONS. 2. PROVIDE WITH ASME RATED PRESSURE/TEMPERATURE RELIEF VALVE. 3. PROVIDE WITH SINGLE POINT ELECTRICAL CONNECTION. NOTES: LAVS AND KITCHENETTES A.O. SMITH BTH 120 GAS 120 60 154 110° 3 120 1 1,2,35.0 1 P-6 P-7 SINGLE SINK (WIDE) EMERGENCY EYEWASH - 2" -1/2" 1 1/2" 1/2" 1/2"- - 1/2"- - - ADA COMPLIANT WALL MOUNTED - - - - PLUMBING FIXTURE SCHEDULE 4"P-1H WATER CLOSET (ADA) P-2H P-3 P-4 P-5 SINGLE SINK WATER COOLER 2" 1 1/2" LAVATORY (ADA) MOP BASIN 1 1/2" 3" FIX. NO.FIXTURE TYPE SURFACE MOUNTED, DUAL HEIGHT 2"1 1/4" 1 1/2" 1/2" 1 1/2" 1/2" 1/2"- - - - - 1 1/2" 1 1/2" 1/2" 3/4" 1/2" 3/4" - - - - ADA COMPLIANT - - - - - ADA COMPLIANT - - - - - - - - LAB GASESVENT SIZE VACUUM - - AIR - ADA COMPLIANT NAT. GAS - OTHER - REMARKS 1/2" - - TEPID WATER SIZE - 1 1/2" 3" 1 1/2" 1 1/2" 1 1/2" 3" MINIMUM TRAP SIZE MINIMUM DRAIN SIZE CW SIZE HW SIZE - - - - ADA COMPLIANT ADA COMPLIANT FAN SCHEDULE MANUFACTURERSERVESUNIT NO. MODEL NO. STYLE VOLTSDIAMETER IN. WATTS REMARKS CF 'X' PH CF-2 1. INSTALL IN ACCORDANCE WITH MANUFACTURER'S WRITTEN INSTRUCTIONS. 2. PROVIDE WITH REMOTE WALL MOUNTED SPEED CONTROL. NOTES: CEILING MOUNTED 52 22 120 1 CFM 1110F524-CL CF-1 CEILING MOUNTED110 - MULTIPURPOSE 52 22 120 1 1,21110MINKAAIRE F524-CL CF-3 CEILING MOUNTED107 - CLASSROOM/PROGRAMS 52 22 120 11350F524-CL CF-4 CEILING MOUNTED 52 22 120 11350F524-CL 110 - MULTIPURPOSE 107 - CLASSROOM/PROGRAMS 1,2 1,2 1,2 MINKAAIRE MINKAAIRE MINKAAIRE 1 MANUFACTURERUNIT NO.SERVES UNIT HEATER/CABINET UNIT HEATER SCHEDULE TYPE (GAS, HW OR ELEC) MODEL NUMBER CABINET CFM RPM HP VOLTS REMARKSGPMMBH UH 'X' PHASE CUH-2 CUH-1 UH-1 - CUH 'X' 1. INSTALL IN ACCORDANCE WITH MANUFACTURER'S WRITTEN INSTRUCTIONS. 2. UNITS ARE SELECTED WITH 125 DEGREE ENTERING WATER AND 105 DEGREE LEAVING WATER WITH A 60 DEGREE ENTERING AIR TEMPERATURE. 3. UNITS SHALL BE VERTICAL WALL MOUNTED WITH BOTTOM INLET AND TOP OUTLET. 4. SEMI-RECESSED WITH 2 1/2" EXPOSED CABINET. 5. SELECT WITH 35% PROPYLENE GLYCOL. NOTES: 108 - PARKS STORAGE 102 - NORTH VESTIBULE 100 - SOUTH VESTIBULE ZHENDER-RITTLING ZHENDER-RITTLING ZHENDER-RITTLING RRWI-330-08 RH-193 RRWI-330-08 HW HW HW 34.9 34.9 65.62900 810 810 1, 2, 5 1, 2, 3, 4, 5 1, 2, 3, 4, 5 1/4 1/15 1/15 120 120 120 1 1 1 6.6 3.7 3.7 WALL WALL - - 1 1 1 1 1 - INTAKE AND RELIEF HOOD SCHEDULE UNIT NO. SERVES MANUFACTURER BACKDRAFT NUMBER MODEL TYPE CFM THROAT SIZESP IN W.C. MAX. DAMPER (YES/NO) REMARKS RH-1 RH 'X' 1. INSTALL IN ACCORDANCE WITH MANUFACTURER'S WRITTEN INSTRUCTIONS. 2. ALL INTAKE AND RELIEF HOODS ARE SHALL HAVE LOCKABLE HINGED OPENINGS. 3. PROVIDE WITH 24" HIGH CURB. 4. PROVIDE WITH 30" HIGH ROOF CURB. NOTES: FC-1,2,3,4 COOK 48x54GR GRAVITY RELIEF HOOD 5700 48"x 54" NO 1,2,30.017 IH-1 IH-2 FC-3 FC-4 COOK COOK 24x18GI 18x12GI GRAVITY INTAKE HOOD GRAVITY INTAKE HOOD 24x18 18x12 2400 0.110 NO NO12500.031 1,4 1,4 SERVESUNIT NO.MODEL NO.MANUF. GEOTHERMAL HEAT PUMP SCHEDULE REMARKS GHP 'X' GHP-1 1. INSTALL IN ACCORDANCE WITH MANUFACTURER'S WRITTEN INSTRUCTIONS. 2. SELECT WELL FIELD WITH 25% PROPYLENE GLYCOL AND BUILDING LOOP WITH 35% PROPYLENE GLYCOL. NOTES: NOMINAL MODULE TONS PIPE CONNECTION SIZE HEATING DATA GEOTHERMAL WELL FIELD MULTISTACK MSR030X COMPRESSOR TYPE SCROLL REFRIGERANT TYPE R410A NUMBER OF MODULES 1 1(30) SOURCE GPM LOAD EWT/LWT COOLING DATA PHASEVOLTS MCA ELECTRICAL SOURCE EWT/LWT TONS COP SOURCE GPM LOAD EWT/LWT SOURCE EWT/LWT OUTPUT MBH COP 31.69 310.5 1, 26"100.7 81.1254.0/42.0 105/12577/87 31.0/25.0 208 3 1134.74 2.65 SOURCE P.D.-FT 15.66 LOAD GPM LOAD P.D.-FT LOAD GPM LOAD P.D.-FT 69.64 11.95 SOURCE P.D.-FT 23.25 32.33 6.0 1 BOILER SCHEDULE MANUFACTURER NO. UNIT NOMINAL HPNUMBER MODEL TYPE GROSS OUTPUT MBHMBH/GPH FIRING RATE AMPS VOLTS REMARKS B 'X' FUEL PHASE B-1 1. INSTALL IN ACCORDANCE WITH MANUFACTURER'S WRITTEN INSTRUCTIONS. 2. SELECT WITH 35% PROPYLENE GLYCOL. NOTES: LOCHINVAR WHB285N FIRE TUBE-COND. NG 285 264 120 1 1, 27.9 7.0 3 AIR SEPARATOR SCHEDULE UNIT NO. SERVES MANUFACTURER MODEL NUMBER GPM MAX.REMARKSINLET/OUTLET SIZE BLOWDOWN SIZE AS 'X' NOTES: AS-2 AS-1 BUILDING WELL FIELD 1. INSTALL IN ACCORDANCE WITH MANUFACTURER'S WRITTEN INSTRUCTIONS. 2. PROVIDE AUTOMATIC AIR VENT PIPED TO NEAREST FLOOR DRAIN. BELL & GOSSETT RL- 3 190 3"/3"1" 1,2 BELL & GOSSETT RL- 3 190 3"/3"1" 1,2 1 1 SIZE CONVECTOR SCHEDULE SERVESUNIT NO.MANUFACTURER TYPEMODEL NO.GPM LxHxD WATER ENT.LVG. WATER MBH REMARKS CV 'X' CV-3 CV-2 CV-1 1. INSTALL IN ACCORDANCE WITH MANUFACTURER'S WRITTEN INSTRUCTIONS. 2. SELECT WITH 35% PROPYLENE GLYCOL. NOTES: 106 TOILET 104 TOILET 103 TOILET ZHENDER-RITTLING ZHENDER-RITTLING ZHENDER-RITTLING PL-26-36-04 PL-26-36-04 PL-26-36-04 RECESSED WALL RECESSED WALL RECESSED WALL 36"x26"x4" 36"x26"x4" 36"x26"x4" 1, 2 1, 2 1, 2 125 125 125 115 115 115 1 1 1 1.0 1.0 1.0 1 1 G A E D C B MANUF. & MODEL NO. GRILLES, REGISTERS AND DIFFUSERS SCHEDULE SERVICETYPE DESCRIPTION REMARKS ALUMINUM ½" x ½" x ½" EGG CRATE GRILLE OF THE SIZE INDICATED ON THE PLANS. PROVIDE WITH BORDER CHANNEL, AND FACTORY BAKED WHITE ENAMEL FINISH. ALL STEEL SUPPLY REGISTER OF THE SIZE AS INDICATED ON THE PLANS. PROVIDE WITH DOUBLE DEFLECTION HORIZONTAL FRONT BLADES, ¾" SPACING, OPPOSED BLADE DAMPER, AND BAKED WHITE ENAMEL FINISH. ALL STEEL EXHAUST REGISTER OF THE SIZE AS INDICATED ON THE PLANS. PROVIDE WITH SINGLE DEFLECTION HORIZONTAL BLADES AT A FIXED 35° PATTERN AT ¾" SPACING, OPPOSED BLADE DAMPER, AND FACTORY BAKED WHITE ENAMEL FINISH. SAME AS EXHAUST REGISTER D EXCEPT WITHOUT THE OPPOSED BLADE DAMPER. EXTRUDED ALUMINUM 3/4" SLOT WITH LENGTH AND NUMBER OF SLOTS AS INDICATED ON THE PLANS. PROVIDE WITH END PLATES, OPTIONAL PLENUM WITH INLET AS INDICATED ON DRAWINGS, BLANK-OFF PLATES AS REQUIRED. STEEL PATTERN CONTROLLERS (PAINTED BLACK) CAPABLE OF 180° AIR FLOW ADJUSTMENT, AND FACTORY BAKED WHITE ENAMEL FINISH. TITUS MODEL TMS BORDER TYPE 3 TITUS MODEL 50F BORDER TYPE 7 TITUS MODEL 300RL TITUS MODEL 350RL TITUS MODEL 350RL TITUS MODEL ML-38 BORDER TYPE 9A LINEAR SUPPLY DIFFUSER (LAY-IN CEILING MOUNT) RETURN, EXHAUST, TRANSFER GRILLE (SURFACE MOUNT) EXHAUST REGISTER (SURFACE MOUNT) SUPPLY REGISTER (SURFACE MOUNT) RETURN GRILLE (LAY-IN CEILING MOUNT) SUPPLY AIR DIFFUSER (LAY-IN CEILING MOUNT) 24" x 24" STEEL 3 CONE LOUVERED FACE SUPPLY AIR DIFFUSER WITH ROUND INLET NECK, HEAVY GAUGE STEEL BACK PAN, AND FACTORY BAKED WHITE ENAMEL FINISH. F ALL STEEL SUPPLY REGISTER OF THE SIZE AS INDICATED ON THE PLANS. PROVIDE WITH DOUBLE DEFLECTION HORIZONTAL FRONT BLADES, ¾" SPACING, AIR SCOOP DEVICE AND ANODIZED FINISH.TITUS MODEL S300FSPIRAL DUCT MOUNTED GRILLES MANUFACTURER WATER SOFTENER SCHEDULE UNIT NO. EXCHANGE CAPACITY PER TANK (GRAINS) TYPEMODEL NUMBER @ 15 PSI FLOW RATE (GPM) PEAK @ 25 PSI STD. RESIN (CU. FT.) REMARKSSOFTENER TANKBRINE TANK STORAGE (LBS) FLOW RATE BACKWASH SIZE INLET/OUTLET HEADER PIPE SIZE BRINE TANK SIZE WS 'X' WS-1 7 LBS SALT PER CU. FT (GPM) 1. INSTALL IN ACCORDANCE WITH MANUFACTURER'S WRITTEN INSTRUCTIONS. 2. PROVIDE WITH DIGITAL DISPLAY PROGRAMMABLE CONTROLLER. 3. CONNECT MECHANICAL CONTROLLER TO INLET AND OUTLET HEADER AS INDICATED ON DRAWINGS. NOTES: 13 LBS SALT PER CU. FT 1, 2, 3WCCMF-120 MR 4533 4 7 650 16W x 65H 24W x 50H 1.5"92,000 120,000CATION EXCHANGE MANUFACTURER SIDE STREAM FILTER SCHEDULE NO. UNIT SERVES F 'X' REMARKS F-1 1. FIELD INSTALLED ACCESSORIES INCLUDE AT A MINIMUM PRESSURE GAUGES ON THE INLET/OUTLET, ISOLATION SHUTOFF VALVES, UNION CONNECTIONS, AND A BALANCING VALVE FOR THE FLOW INDICATED. 2. THE MECHANICAL CONTRACTOR SHALL VERIFY INLET AND OUTLET CONFIGURATION. 3. MAXIMUM PRESSURE DROP IS BASED UPON A 5 MICRON CLEAN FILTER. NOTES: F-2 WESSELS WESSELS MODEL NO. DESIGN MAXIMUM FLOW RATE CONNECTION 4NBF12-2F 4NBF12-2F 60-140 160 160 2" (GPM) FLOW RATE (GPM) SIZE PRESSURE DROP MAXIMUM 0.75 (PSI) 0.75 1, 2, 3 1, 2, 3 FILTER TYPE BAG BAG GEOTHERMAL PLANT GEOTHERMAL PLANT 60-140 2" 1 1 RADIANT IN FLOOR HEAT SCHEDULE TUBE TYPEUNIT NO. TUBE SPACING LOOP LENGTH # OF LOOPS REMARKS IF 'X' LOAD PER SF IF-1 1. INSTALL IN ACCORDANCE WITH MANUFACTURER'S WRITTEN INSTRUCTIONS. 2. SELECTED WITH 35% PROPYLENE GLYCOL. 3. PROVIDE ALL SLAB PIPING, MANIFOLDS, SENSORS, AND CONTROLS. NOTES: TEMP DROP GPM HEAD LOSS SERVES ZONE 1 1,2,3hePEX 1/2"12" 299' 30 20°4.63 14.3 TOTAL RADIANT LOAD (BTU/HR) 43911 GROSS AREA SF 1394 REQUIRED WATER TEMP 126 MANUFACTURER UPONOR IF-2 IF-3 IF-4 ZONE 2 ZONE 3 ZONE 4 451 615 921 hePEX 1/2" hePEX 1/2" hePEX 1/2" UPONOR UPONOR UPONOR 12" 12" 12" 246' 225' 250' 126 126 126 14207 19373 29012 8.2 6.4 8.7 20° 20° 20° 1,2,3 1,2,3 1,2,3 30 30 30 1.50 2.04 3.06 1 1 1 5 2 3 4 1 1 F E D C B A 1 2 3 4 5 6 7 8 M MN Check: Drawn: Date: Comm: License Number: 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 under the laws of the State of Scale: Date 7/12/2023 9:38:41 AMBIM 360://222064 - Glacial Valley Park Building/222064 - Glacial Valley Park Building (MECH)_Central.rvt1/8" = 1'-0"Central: BIM 360://222064 - Glacial Valley Park Building/222064 - Glacial Valley Park Building (MECH)_Central.rvtCITY OF COTTAGE GROVE GLACIAL VALLEY PARK BUILDING M6.4 SCHEDULES 8635 W POINT DOUGLAS RD S COTTAGE GROVE, MN 55016 9900 RAVINE PKWY S COTTAGE GROVE, MN 55016 222064 JM AG 11/08/22 222064 MINNESOTA 11/08/22 PROFESSIONAL ENGINEER Revisions Description Date Num Addendum #1 11/28/2022 1 SI#01 02/06/2023 2 SI#02 05/02/2023 3 PR#04 07/11/2023 4 1 1 1 1 1 1 1 1 1 4 GENERAL SHEET NOTES - LIGHTING KEYED SHEET NOTES 3L OS L OS L OS DDDDD D DD3L OS L OS L OS L OS L OS L OS L OS L OS L OS L OS OS3D 3DDABGFIAB GFI AB GFI ABGFIABGFIABGFIAB GFI ABGFIEWC48" AB GFI 48"48"48"48"48"48"ABGFIABGFIWP WPWPAB GFI 36"SS SSSSSS S S SS S CRK S CRK S CRK WAP WAP SCRKSCRK JJJ84"84"JJ FB2 J FB2 J FB2 J FB2 JJFS F F F F F F F F F F F FFFFACPFFS F TS F TS F TS F FL48" JJ J JJ JJ J F WPFSDFSDJ S CRK SCRK SCRK SCRKSCRKSCRKSCRK SCRK48" 48" GENERAL SHEET NOTES - POWER A. SOME NOTES MAY NOT APPLY TO THIS SHEET. B. ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR WIRING ALL ELECTRICAL ITEMS SHOWN ON THIS DRAWING. C. ALL RECESSED LIGHTING FIXTURES IN LAY-IN CEILINGS SHALL BE INSTALLED WITH 6' LONG FLEXIBLE METAL CONDUIT. D. ALL MOUNTING HEIGHTS FOR LIGHTING FIXTURES ARE TO THE BOTTOM OF THE FIXTURES UNLESS INDICATED OTHERWISE. E. SEE ARCHITECTURAL EXTERIOR ELEVATIONS FOR MOUNTING HEIGHTS OF EXTERIOR LIGHTING FIXTURES. F. CIRCUIT WIRING IS NOT SHOWN EXCEPT FOR SWITCHING INTENT OF FIXTURES AND CONTROL OF DEVICES. G. PROVIDE PROPER NUMBER OF CONDUCTORS TO ACHIEVE CIRCUITING AND SWITCHING SHOWN. H. CIRCUIT NUMBERS AT DEVICES CIRCUIT NUMBERS SHOWN ARE FOR SCHEMATIC PURPOSES AND ARE FOR DISTINGUISHING CIRCUITS. RECORD AS-BUILT CIRCUITING IN A TYPED AND DATED PANELBOARD SCHEDULE. BRANCH CIRCUITS SHALL BE SIZED ACCORDING TO THE CIRCUIT BREAKER RATING, UNLESS INDICATED OTHERWISE ON THE ELECTRICAL EQUIPMENT SCHEDULE. I. SEE BRANCH CIRCUIT CONDUCTOR SIZING SCHEDULE ON SHEET E0.00. J. ALL OCCUPANCY SENSORS SHALL HAVE AUXILIARY CONTACTS OR ADDITIONAL DEVICES TO ENABLE HVAC INTERFACE. NORMAL OPERATING LIGHT FIXTURE. FEED FIXTURE USING EXISTING LIGHTING CIRCUITRY FROM NORMAL PANEL. A NL rl-1ab FIXTURE TYPE FIXTURE NOTES RELAY #/ PANEL CIRCUIT # SWITCHING SCHEME SWITCHED EMERGENCY LIGHT. FEED FIXTURE FROM EMERGENCY PANEL xx-x VIA EMERGENCY RELAY AS INDICATED ON PLAN. UNSWITCHED EMERGENCY LIGHT (NIGHT LIGHT). FEED FIXTURE FROM UNSWITCHED CIRCUIT IN EMERGENCY PANEL EHH1. 1. MAXIMUM ALLOWABLE WATTAGE FOR A LIGHTING CIRCUIT WILL NOT EXCEED 3500 (277V) OR 1600 (120V) WATTS. 2. REFER TO DIVISION 23 SPECIFICATIONS FOR MORE INFORMATION ON BAS LIGHTING CONTROLS. EMERGENCY LIGHTING UNIT AND EXIT LIGHT. FEED FROM UNSWITCHED CIRCUIT IN EMERGENCY PANEL xx-x. 1. PROVIDE 120V CONNECTION WITH JUNCTION BOX AND 1/2" CONDUIT TO FIRE PIT. TIMER SWITCH AND EPO BY DIV 23. 2. PROVIDE 3/4" CONDUIT WITH PULL STRING FROM JUNCTION BOX TO NEAREST ACCESSIBLE CEILING SPACE. 3. RPOVIDE 3/4" CONDUIT WITH PULL STRING BETWEEN JUNCTION BOXES. 4. PROVIDE BATTERY BACK UP, BATTERY SHALL BE MOUNTED IN THE VESTIBULE, ABOVE CEILING. 5. PROVIDE SINGLE GANG JUNCTION BOX FOR MOTORIZED SCREEN CONTROL AT SWITCH HIGHT, PROVIDE 2ND JUNCTION BOX AT 96" WITH BLANK COVER PLATE. PROVIDE 1/2 CONDUIT WITH PULL STRING BETWEEN JUNCTION BOXES. 6. PROVIDE RECEPTACLE FOR MOTORIZED SCREEN, REFER TO ARCHITECTURAL DETAILS FOR MOUNTING HEIGHT. INSTALL RECEPTACLE PER MANUFACTURES RECOMMENDATIONS. 7. PROVIDE TWO JUCTION BOXES AND 120V CONNECTION AT ONE FOR ELECTRIC PLUMBING CONNECTIONS. LOW VOLTAGE PLUMBING DEVICES BY DIV 22. 8. PROVIDE JUCTION BOX AND 120V CONNECTION FOR HEAT TRACE, HEAT TRACE BY DIV 22. 9. PROVIDE 120V CONNECTION FOR CO DETECTION SYSTEM, CO SYSTEM BY DIV 23. COORDINATE LOCATION WITH DIV 23. 10. PROVIDE 90 MINUTE BATTERY BACK UP, BATTERY SHALL BE INSTALLED IN THE VESTIBULE. 11. MOUNT BATTERY PACK FOR D1 FIXTURES ABOVE ACCESSIBLE CEILING SPACE. 12. MOUNT BATTERY PACK FOR D1 FIXTURES ABOVE ACCESSIBLE CEILING PANEL. 13. PROVIDE POWER FOR A/V EQUIPMENT, COORDINATE LOCATION WITH CITY VENDOR (AVI). 14. PROVIDE JUNCTION BOX AND CONDUIT WITH PULL STRING BACK TO NEAREST ACCESSIBLE CEILING FOR CARD ACCESS (BY OWNER). 15. PROVIDE JUNCTION BOX AND CONDUIT WITH PULL STRING BACK TO NEAREST ACCESSIBLE CEILING FOR SECURITY CAMERA (BY OWNER) 16. ROUTE DATA CONDUIT FROM FLOOR BOX BACK TO ELECTRICAL ROOM, INCLUDE PULL STRING. 17. PROVIDE STUB OUT FOR FIBER, INCLUDE PULL STRING AND CAPS, TAG FOR FIBER. 18. PROVIDE DEDICATED RECEPTACLE FOR OWNERS PATCH PANEL. COORDINATE LOCATION PRIOR TO INSTALLATION. 19. PROVIDE DEDICATED RECEPTACLE FOR OWNERS HEAD END EQUIPMENT, COORDINATE LOCATION PRIOR TO INSTALLATION. 20. PROVIDE JUNCTION BOX AND CONDUIT WITH PULL STRING BACK TO NEAREST ACCESSIBLE CEILING FOR WIRELESS ACCESS POINT. TOILET 106 MECHANICAL / JAN SUPPLY 105 PARKS STORAGE 108 KITCHENETTE 107A ELECTRICAL 109 CLASSROOM / PROGRAMS 107 LOBBY / WARMING 101TOILET 103 TOILET 104 N. VEST 102 KITCHENETTE / SERVING 111 STORAGE 112 S. VEST 100 MULTIPURPOSE 110 F F F F F F F F F F A F F F F D D D D D D D D D D1 D1DDDDDD A A A A A A A A A A AAA DDDDDDD1 D1 D1 B B B F EM AA C C CC C C C C C C C C C C C C E EM CC C C CC E EM E EM EM E EM E CCCCCC C C C C C C CCCCCC C C C C C C AA C C C C C C C C C CCCCCCC C C C C C C C CC 1 QPNMLKJHG FEDCBA 2 3 4 CC LP1/39 LP1/41 C LP1/14 D LP1/4 D LP1/4 C LP1/12 A LP1/10 A LP1/10 A LP1/10 B P1/41 D/B LP1/41 D/B LP1/41 F LP1/2 F LP1/39 C LP1/8 D LP1/6 D LP1/6 LP1 LP1/49 LP1/53 EM EM A A B B C D D D E F F F G G A 10 10 10 10 10 D D D D D LP1/6 D1 LP1/6 D1 LP1/4 11 12 1 1 1 1 3 FC-4 P-3 B-1 P-1 P-2 P-5 WH-1 FC-3 CF-4 CF-3 CUH-2 CF-1 CF-2 CUH-1UH-1 LP1 EF-3 (ROOF) EF-1 (ROOF) EF-2 (ROOF) CLASSROOM / PROGRAMS 107 ELECTRICAL 109 KITCHENETTE 107A PARKS STORAGE 108 TOILET 104 TOILET 103 MECHANICAL / JAN SUPPLY 105 LOBBY / WARMING 101 S. VEST 100 N. VEST 102TOILET 106 MULTIPURPOSE 110 KITCHENETTE / SERVING 111 STORAGE 112 1 QPNMLKJHG FEDCBA 2 3 4 LP1/35 LP1/11 LP1/11 LP1/11 LP1/11 LP1/1 LP1/1 LP1/1 LP1/1 LP1/1 LP1/3 LP1/5 LP1/9 LP1/7 LP1/13 LP1/13 LP1/13 LP1/13 LP1/13 LP1/15 LP1/15 LP1/15 LP1/15 LP1/15 LP1/31 LP1/15 LP1/17 LP1/31 LP1/31 LP1/31 LP1/31 LP1/31 LP1/31 LP1/33 LP1/21LP1/19 LP1/25 LP1/27LP1/29 LP1/23 LP1/17 LP1/17 LP1/17 LP1/37 GHP-1 2 2 1 TO FIRE PIT FC-1 LP1/24,26,28 LP1/31 LP1/31 LP1/12 LP1/32,34,36 LP1/8 LP1/75 LP1/18,20,22 LP1/57,59,61 LP1/63,65,67 LP1/69,71,73 LP1/10 LP1/2 LP1/38,40,42 LP1/4 LP1/16 LP1/13 LP1/13 LP1/14 LP1/6 LP1/83 LP1/83 LP1/81 LP1/81 LP1/77 LP1/77 LP1/79 LP1/79 LP1/81LP1/44 LP1/44 LP1/44 6 66 P-9 P-7 P-4 P-6 P-8 LP1/46,48,50 LP1/58 LP1/54 LP1/52 LP1/56 LP1/88 7 7 7 9 LP1/13 FC-2 LP1/30 P-10 LP1/60,62,64 3 2 13 13 LP1/44 LP1/44 LP1/44 1 1 1 1 14 15 16 2015 16 14 14 14 15 14 15 14 15 15 15 14 14 14 14 14 15 14 16 15 20 16 14 17 18 15 15 15 19 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 22 2 2 2 22 LP1/68P-11 3 A. SOME NOTES MAY NOT APPLY TO THIS SHEETS. B. ALL BOXES, CONDUIT AND WIRING TO BE CONCEALED. NO EXPOSED BOXES, CONDUIT AND WIRING SHALL BE ALLOWED UNLESS NOTED OTHERWISE. C. COORDINATE DEVICE LOCATIONS WITH OTHER TRADES INCLUDING HVAC EQUIPMENT, DUCTWORK, SPRINKLER PIPING AND BUILDING STRUCTURAL MEMBERS. D. NO MULTI-BRANCH CIRCUIT ALLOWED. PROVIDE A SEPARATE NEUTRAL WITH EACH CIRCUIT. E. VERIFY LOCATIONS AND ROUGH-IN REQUIREMENTS OF ALL OWNER FURNISHED EQUIPMENT PRIOR TO ROUGH-IN. F. CIRCUIT WIRING IS NOT SHOWN EXCEPT FOR SWITCHING INTENT OF FIXTURES AND CONTROL OF DEVICES. G. GFCI RECEPTACLES SHALL BE WIRED TO PROTECT ONLY THE DEVICES IN THAT OUTLET BOX. DOWNSTREAM DEVICES SHALL NOT BE PROTECTED BY GFCI. H. CIRCUIT NUMBERS SHOWN ARE FOR SCHEMATIC PURPOSES AND ARE FOR DISTINGUISHING CIRCUITS. RECORD AS-BUILT CIRCUITING IN A TYPED AND DATED PANELBOARD SCHEDULE. I. PROVIDE SEPARATED CONDUITS FOR ALL EMERGENCY CIRCUITS, DO NOT COMBINE WITH NORMAL BUILDING WIRING. J. COORDINATE HEIGHTS OF ALL DEVICES WITH MILLWORK AND MODULAR FURNITURE SHOP DRAWINGS PRIOR TO ROUGH-IN. K. OFFSET BACK TO BACK BOXES AT LEAST 12 INCHES EXCEPT IN RESIDENT ROOMS WHERE PUTTY-PADS SHALL BE PROVIDED (3M MPP+ OR EQUIVALENT). L. ALL RECEPTACLES TO BE TAMPER RESISTANT. M. SEE BRANCH CIRCUIT CONDUCTOR SIZING SCHEDULE ON SHEET E0.00 N. SEE MOTOR AND EQUIPMENT SCHEDULE ON SHEET E2.00. O. REFER TO MECHANICAL SHEETS FOR EXACT MOTOR LOCATIONS. GRADE CONNECTION CABINATE AND METER EXISTING UTILITY TRANSFORMER FROM UTILITY ELECTRICAL ROOM M LP1 208/120V 3P 4W 400A MCB RISER NOTE: 1. PANELBOARD SHALL BE SQUARED NQ OR APPROVED EQUAL. 3 PHASE FEEDER SCHEDULE (COPPER) FEEDER 3W FEEDER 4W ID (NO NEUTRAL)(WITH NEUTRAL) (AMPS)CONDUIT-PHASE-GROUND CONDUIT-PHASE-GROUND 20A (1) 1/2"C, 3#12+1#12G (1) 1/2"C, 4#12+1#12G 30A (1) 3/4"C, 3#10+1#10G (1) 3/4"C, 4#10+1#10G 40A (1) 3/4"C, 3#8+1#10G (1) 3/4"C, 4#8+1#10G 50A (1) 1"C, 3#6+1#10G (1) 1"C, 4#6+1#10G 60A (1) 1.25"C, 3#4+1#8G (1) 1.25"C, 4#4+1#8G 80A (1) 1.25"C, 3#3+1#8G (1) 1.25"C, 4#3+1#8G 100A (1) 1.5"C, 3#1+1#6G (1) 1.5"C, 4#1+1#6G 125A (1) 1.5"C, 3#1+1#6G (1) 1.5"C, 4#1+1#6G 150A (1) 1.5"C, 3#1/0+1#6G (1) 1.5"C, 4#1/0+1#6G 175A (1) 1.5"C, 3#2/0+1#6G (1) 2"C, 4#2/0+1#6G 200A (1) 2"C, 3#3/0+1#6G (1) 2"C, 4#3/0+1#6G 225A (1) 2"C, 3#4/0+1#4G (1) 2.5"C, 4#4/0+1#4G 250A (1) 2"C, 3#250+1#4G (1) 2.5"C, 4#250+1#4G 300A (1) 2.5"C, 3#350+1#4G (1) 3"C, 4#350+1#4G 400A (2) 2"C, 3#3/0+1#3G (2) 2"C, 4#3/0+1#3G 500A (2) 2"C, 3#250+1#2G (2) 2.5"C, 4#250+1#2G 600A (2) 2.5"C, 3#350+1#1G (2) 3"C, 4#350+1#1G 800A (3) 2.5"C, 3#300+1#1/0G (3) 2.5"C, 4#300+1#1/0G 1000A (3) 3"C, 3#400+1#2/0G (3) 3"C, 4#400+1#2/0G 1200A (4) 3"C, 3#350+1#3/0G (4) 3"C, 4#350+1#3/0G 1600A (5) 3"C, 3#400+1#4/0G (5) 3"C, 4#400+1#4/0G 2000A (6) 3"C, 3#400+1#250G (6) 3"C, 4#400+1#250G 2500A (7) 3"C, 3#500+1#350G (7) 3"C, 4#500+1#350G 3000A (8) 3"C, 3#500+1#400G (8) 3.5"C, 4#500+1#400G GENERAL NOTES: A. THE ABOVE FEEDER SCHEDULE IS A SCHEDULE OF TYPICAL FEEDERS AND SOME SIZES MAY NOT BE UTILIZED. B. CONDUCTOR AMPACITIES ARE BASED ON TABLE 310-15 OF THE NEC FOR COPPER CONDUCTOR AT 60 DEG C FOR 100A AND BELOW. AMPACITIES ARE BASED ON 75 DEG C FOR 125A AND ABOVE. C. FEEDER SIZES SHOWN ON THE RISER DIAGRAM INDICATE FEEDER AMPACITIES AND DO NOT NECESSARILY CORRESPOND TO CIRCUIT BREAKER AMPACITIES. CERTAIN FEEDERS MAY BE SIZED FOR THE DURATION FACTORS REQUIRED BY CODE AND/OR ARE OVERSIZED FOR VOLTAGE DROP. D. WHERE PARALLEL CONDUITS ARE INDICATED FOR A SINGLE FEEDER, EACH CONDUIT SHALL CONTAIN PHASE, NEUTRAL, AND GROUND CONDUCTORS INDICATED. E. CONDUIT ABOVE GRADE INDOORS SHALL BE EMT. CONDUIT ABOVE GRADE OUTDOORS SHALL BE GALVANIZED IMC OR RMC. F. EMT USED FOR PURPOSES OF SIZING CONDUIT. CONTRACTOR TO UPSIZE CONDUIT IF DIFFERENT THAN EMT. MARK WALL SWITCH #LEGS GENERAL NOTES: A. SCHEMES ARE SCHEMATIC. PROVIDE WIRING AND COMPONENTS AS REQUIRED. B. PROVIDE MULTIPLE SWITCH LOCATIONS (3-WAY SWITCHING) IF INDICATED ON PLANS. C. INTERCONNECT ALL SENSORS IF MULTIPLE SENSORS ARE SHOWN WITHIN SAME ROOM, UNLESS INDICATED OTHERWISE. D. PROVIDE EMERGENCY RELAYS AS INDICATED ON PLANS. E. ALL OCCUPANCY SENSORS SHALL HAVE AUXILIARY CONTACTS OR ADDITIONAL DEVICES TO ENABLE HVAC INTERFACE. LIGHTING CONTROLS SCHEDULE OCC SENSOR LOCATION MANUAL /AUTO DAY LIGHT 2 MANUAL WALL DIMMING X X AUTO NONE AUTO NONE MANUAL A B C D E F G 1 1 NONE 1 NONE CEILING CEILING CEILING MANUAL MANUAL INTENDED LOCATIONS OF USE NONE MANUAL1ELECTRICAL/MECHANICAL ROOMS LOBBY/VEST PARKS STORAGE RESTROOMS STORAGE KITCHENETTE MULTIPURPOSE/CLASSROOM F E D C B A 1 2 3 4 5 6 7 8 E MN NorthCheck: Drawn: Date: Comm: License Number: 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 under the laws of the State of Scale: Date 7/11/2023 10:31:02 AMBIM 360://222064 - Glacial Valley Park Building/222064 Glacial Valley Park Building_Elec_Bim 360.rvtAs indicatedCentral: BIM 360://222064 - Glacial Valley Park Building/222064 Glacial Valley Park Building_Elec_Bim 360.rvtCITY OF COTTAGE GROVE GLACIAL VALLEY PARK BUILDING E1.00 LIGHTING / POWER & SYSTEMS PLANS 8635 W POINT DOUGLAS RD S COTTAGE GROVE, MN 55016 9900 RAVINE PKWY S COTTAGE GROVE, MN 55016 222064 S MCNAMARA D PETERSON 11/8/22 222064 MINNESOTA 11/8/22 BRADLEY R. JOHANNSEN 43936 PROFESSIONAL ENGINEER 1/8" = 1'-0" LIGHTING PLANF1 1/8" = 1'-0" POWER & SYSTEMS PLANF4 NOTES: Load Types (LT): COOL - Summer Cooling, ELEV- Elevator, EQ - Equipment, EX -Existing, GND - Grounding, HEAT - Winter Heating, KTCH- Kitchen, L MTR - Largest Motor, LTG -Lighting, MTR - Motor, RCPT - Receptacle Breaker Types (BT): AF = Arc Fault, GF = Ground Fault Circuit Interrupt, GE = Ground Fault Equipment Protection (30mA), SH = Shunt Trip, EX = Existing, NX = New Breaker For Existing Panel, M = Metered EST. DEMAND CURRENT:335 A RCPT 9900 VA 100.00% 9900 VA CONNECTED CURRENT:302 A Other 0 VA 0.00% 0 VA ESTIMATED DEMAND:120570 VA MTR 92407 VA 111.01% 102584 VA CONNECTED LOAD:108770 VA LTG 7062 VA 125.00% 8828 VA LOAD CLASSIFICATION CONNECTED DEMAND ESTIMATED PANEL TOTALS TOTAL AMPS:324 A 290 A 294 A TOTAL LOAD:39 kVA 35 kVA 35 kVA 83 STORAGE 112 Other... 20 A 1 0.4 0.0 1 20 A -- SPARE 84 81 MULTIPURPOSE 110 Other 20 A 1 0.0 0.0 1 20 A -- SPARE 82 79 FLOORBOX 110 RCPT 20 A 1 0.0 0.0 1 20 A -- SPARE 80 77 FLOORBOX 107 RCPT 20 A 1 0.0 0.0 1 20 A -- SPARE 78 75 P-5 MTR 15 A 1 1.2 0.0 1 20 A -- SPARE 76 73 -- -- -- -- -- 3.7 0.0 1 20 A -- SPARE 74 71 -- -- -- -- -- 3.7 0.0 1 20 A -- SPARE 72 69 P-3 MTR 60 A 3 3.7 0.0 1 20 A -- SPARE 70 67 -- -- -- -- -- 2.0 0.1 1 20 A MTR CONDENSATE PUMP 68 65 -- -- -- -- -- 2.0 0.0 1 20 A -- MONUMENT LIGHTS 66 63 P-2 MTR 30 A 3 2.0 0.3 -- -- -- -- -- 64 61 -- -- -- -- -- 2.0 0.3 -- -- -- -- -- 62 59 -- -- -- -- -- 2.0 0.3 3 30 A MTR P-10 60 57 P-1 MTR 30 A 3 2.0 0.5 1 15 A MTR P-9 58 55 LOBBY 101 LTG 20 A 1 1.8 1.2 1 15 A MTR P-8 56 53 MULTIPURPOSE 110 LTG 20 A 1 1.7 1.2 1 15 A MTR P-7 54 51 KITCH/STOR/MULTI... LTG 20 A 1 0.5 1.2 1 15 A MTR P-6 52 49 CLASSROOM 107 LTG 20 A 1 1.7 3.7 -- -- -- -- -- 50 47 S. VEST/S. EXTERIOR LTG 20 A 1 0.2 3.7 -- -- -- -- -- 48 45 N. VEST/N. EXTERIOR LTG 20 A 1 0.2 3.7 3 60 A MTR P-4 46 43 MECHANICAL 105 LTG 20 A 1 0.2 1.3 1 20 A Other... MULTIPURPOSE 110 44 41 TOILET/KITCH 107A LTG 20 A 1 0.3 0.8 -- -- -- -- -- 42 39 STORAGE 108/ ELEC 109 LTG 20 A 1 0.4 0.8 -- -- -- -- -- 40 37 EXTERIOR RCPT 20 A 1 0.2 0.8 3 30 A MTR FC-4 38 35 EXTERIOR RCPT 20 A 1 0.2 0.6 -- -- -- -- -- 36 33 EXTERIOR RCPT 20 A 1 0.2 0.6 -- -- -- -- -- 34 31 MULTI 110/STOR 112 MTR;... 20 A 1 1.3 0.6 3 30 A MTR FC-3 32 29 KITCHENETTE 111 RCPT 20 A 1 0.2 0.9 1 15 A MTR FC-2 30 27 KITCHENETTE 111 RCPT 20 A 1 0.2 0.8 -- -- -- -- -- 28 25 KITCHENETTE 111 RCPT 20 A 1 0.2 0.8 -- -- -- -- -- 26 23 KITCHENETTE 111 RCPT 20 A 1 0.2 0.8 3 30 A MTR FC-1 24 21 KITCHENETTE 111 RCPT 20 A 1 0.2 13.6 -- -- -- -- -- 22 19 KITCHENETTE 111 RCPT 20 A 1 0.2 13.6 -- -- -- -- -- 20 17 RESTROOMS/MECH 105 RCPT 20 A 1 0.7 13.6 3 200 A MTR GHP-1 18 15 LOBBY 101/N&S VEST RCPT 20 A 1 1.1 0.7 1 15 A MTR UH-1 16 13 CLASSROOM 107 MTR;... 20 A 1 1.1 0.5 1 15 A MTR CUH-2 14 11 ELEC 109/CLASS 107 RCPT 20 A 1 0.7 0.5 1 15 A MTR CUH-1 12 9 KITCHENETTE 107A RCPT 20 A 1 0.2 0.1 1 15 A MTR B-1 10 7 KITCHENETTE 107A RCPT 20 A 1 0.2 0.2 1 15 A MTR;... WH-1 8 5 KITCHENETTE 107A RCPT 20 A 1 0.2 0.7 1 15 A MTR EF-3 6 3 KITCHENETTE 107A RCPT 20 A 1 0.2 0.7 1 15 A MTR EF-2 4 1 PARKS STORAGE 108 RCPT 20 A 1 0.9 0.7 1 15 A MTR EF-1 2 # BT LOAD DESCRIPTION LT BKR P A B C P BKR LT LOAD DESCRIPTION BT # FED FROM: BUS AMPS: MAINS AMPS:400A MAINS TYPE:SPECIAL: MOUNTING:SURFACE A.F.C....SEE SHORT CIRCUIT STUDY LOCATION:ELECTRICAL 109 VOLTAGE:208Y/120 V. 3 ø 4 W. PANELBOARD: LP1 N.T.S. RISER DIAGRAMB1 Revisions Description Date Num ADD #1 11/28/2022 1 PR#1 3/17/2023 2 PR#4 7/12/2023 3 1 1 1 1 2 3 FIRE PROTECTION ∙ FIRE ALARMS & LIFE SAFETY ∙ SECURITY ∙ STRUCTURED CABLING COMMUNICATION ∙ NATIONAL SERVICES ∙ SERVICE Cottage Grove Glacial Valley Park Building - CO1 Additional Readers Prepared by: Keith Kranz Date: 10/17/23 LVC is pleased to provide this proposal for the systems in the above-referenced project. Page 2 of 3 G SCOPE OF WORK LVC is pleased to provide this pricing as a Change Order to the project for an additional (8) doors of access control. CO 1 Additional Doors of Access Control • F&I (01) Dual voltage power supply enclosure with Mercury backplane for 16 Doors. • F&I (04) Lenel LNL-1320-S3 Dual reader interface module. • F&I (08) HID Multi-technology card readers with keypad. • F&I (08) Nascom door position switches. • F&I (08) Request to Exit motion sensors. • Connection to (8) locks furnished and installed by others. • Lot Access control cable as required. • Lot Installation, programming, and testing labor. Electrical contractor to provide all door roughin conduit. Locking hardware by others This is a change order to the original project. All exclusion and clarifications remain the effect. Addition to Contract $22,011.00 Clarifications: • LVC will provide a one-year warranty on parts and labor commencing on the date of AHJ or Owner acceptance. • Any required CAD files are to be provided to LVC Inc. at no additional cost to complete required permit submittals. LVC will provide all design submittal documents and plans upon receiving CAD files by others at no additional cost to LVC. • All programming and panel terminations are to be done by LVC Companies. • All cabling will be installed to industry standards and with proper support. • All cabling pathways are assumed to be available for use without additional conduits, fire sleeves, core holes, or other means to run cabling. • Cabling will be plenum where required. Exclusions: • All electrical, including but not limited to 120VAC connections, rough-in conduits and boxes, other conduit, raceways, penetrations, cable trays, POE entry sleeves, floor X-rays, surface raceways for low voltage cable pathways, telephone grounding bus bars, plywood phone bars, and power poles, are to be supplied by electrician or others. • LVC Companies is not responsible for any repairs of sheetrock, ceiling tile, tile grid, or any superficial material, including paint, wall covering, paneling wood, steel studs, access hatches, or any non-supporting structure material related to completing the installation of the system. • Any system software or licenses outside of Scope of Work are the Customer's responsibility. SCOPE OF WORK INVESTMENT SUMMARY CLARIFICATIONS AND EXCLUSIONS Page 3 of 3 • Pricing is generally valid for 30 days from the date of this proposal. However, due to the consistent unplanned supply chain challenges, LVC reserves the right to charge additional fees and/or change orders associated with unknown and unplanned tariffs, additional shipping charges, and/or material cost increases at any time before the project start or during the project regardless of initially agreed contract price. LVC will supply data and information for these changes as necessary. • LVC will require sufficient lead-time (in general, a minimum of 2-weeks) to order parts, schedule, and complete the submittal and permitting process. Project kickoff is dependent on LVC's ability to secure materials on time. Factors outside LVC's control may necessitate timeline changes, such as material or shipping delays. • Work is to be completed during normal business hours of 7:00 a.m. – 3:30 p.m. Overtime premiums are not included in this proposal. However, during the project and as timelines dictate, LVC Companies may elect to schedule their work in such a way to meet deadlines. • Any delays experienced due to restricted access and areas not being ready for vendor (moving items, waiting for people to move, etc.) may be subject to added costs. • Others shall provide LVC Companies a secure area on site for staging and material storage upon job commencement. • Any changes by the Customer, or work outside the Scope of Work, will result in additional costs. Additional work will be discussed as soon as identified to keep all parties informed and keep the project on schedule. A change order process will occur and be presented for Customer approval before additional work is completed. • Parking fees are included in this proposal unless otherwise specified. • All materials will be billed at the time of procurement. • Change orders will be billed at the time of acceptance. • Credit card payments will be charged a fee of 3%. • Payment terms are net 30 from the invoice date. Thank you for your consideration. We welcome your questions, any further discussion, and proposal acceptance. Best regards, Keith Kranz System Sales 952.367.7047 I have reviewed and accepted this proposal. Name Title Signature Date GENERAL TERMS AND CONDITIONS PROPOSAL ACCEPTANCE 1 City Council Action Request 7.K. Meeting Date 11/1/2023 Department Public Safety Agenda Category Action Item Title Marathon Community Investment Grant Acceptance Staff Recommendation Accept and approve the Marathon Community Investment Grant in the amount of $5,000.00. Budget Implication N/A Attachments None 1 TO: Honorable Mayor and City Council Jennifer Levitt, City Administrator FROM: Pete Koerner DATE: November 1, 2023 RE: Marathon Community Investment Grant Acceptance Discussion The Marathon Community Investment Grants support their charitable mission of being committed to making our communities stronger, safer and thriving places to live, work and play. MPC provides funding for programs that promote the resiliency of our shared communities, including helping to address basic needs, supporting youth development programs, and creating opportunities for economic vitality. This also includes safety projects and efforts that help communities better prepare for, mitigate the risks of and respond to disasters, hazards, and emergencies. Council has approved public safety to apply for grants through the St Paul Park Refinery. Cottage Grove is a rapidly growing community with areas of residential and commercial construction. Park High School is the designated site for a Reception Center in the event of a radiological emergency at Prairie Island Nuclear Plant. We often have full parking lots at shopping centers, at parks for sporting tournaments, and at special event venues such as Strawberry Fest and our Hometown Holiday Celebration. Large crowds often bring increased risks. In the 2019 State of Minnesota Threat and Hazard Identification and Risk Assessment (THIRA) process, equipment for on-scene security and protection were identified to have gaps. Our application for monies for portable surveillance and monitoring equipment was intended to decrease this gap and align with the physical protective measures’ core capability for soft targets and crowded places by enhancing the security and protection of locations such as parks, restaurants, shopping centers, special event venues, and similar facilities. Staff worked with Marathon Petroleum and determined the need for these tools would fit the guidelines of their Community Investment Grants. Staff were notified our application for funding was approved in the amount of $5,000.00. Recommendation Accept and approve the Marathon Community Investment Grant in the amount of $5,000.00. 2 Attachments None 1 City Council Action Request 7.L. Meeting Date 11/1/2023 Department Community Development Agenda Category Action Item Title Boundary Adjustment – 7560 Harkness Avenue & 7675 Hardwood Avenue Staff Recommendation Adopt Resolution 2023-138 approving the boundary adjustment between 7560 Harkness Avenue South and 7675 Hardwood Avenue South. Budget Implication N/A Attachments 1. Hislop and The View Boundary Adjustment CC Memo 2. Hislop and The View Boundary Adjustment Survey 3. Hislop and The View Boundary Adjustment Resolution TO: Honorable Mayor and City Council Jennifer Levitt, City Administrator FROM: Emily Schmitz, Community Development Director DATE: October 25, 2023 RE: Boundary Adjustment – 7560 Harkness Avenue & 7675 Hardwood Avenue Background/Discussion The View apartment project was approved in 2021 on property located at 7675 Hardwood Avenue. As part of the review and approval process, the developer worked with the adjacent landowner to the north (Hislop) to provide additional screening and buffering to the residence with a row of coniferous trees along the northern property line. A large number of existing trees were preserved along the north boundary, so a natural buffer was maintained. At such time a survey was completed and staked on site, it was noted the adjacent property owner (Hislop) had been maintaining a small portion of the adjacent property (The View). The property owner of The View and the Hislop’s have been working together to coordinate a boundary adjust- ment in order for the Hislop’s to own the area they have been maintaining. Honorable Mayor, City Council, and Jennifer Levitt Boundary Adjustment – 7560 Hardwood Avenue October 25, 2023 Page 2 of 2 The Property owners have proposed adjusting their southerly property line as outlined below: Proposed Survey Given the area adjacent to The View’s northern property line has been preserved with the mature trees, the Hislops and the property owner of The View have agreed the Hislops will plant the evergreen trees that were outlined on The View’s landscape plan dated October 16, 2023. With that being said, the 38 trees as noted on the landscape plan would not practically fit within the wooded area; therefore, the Hislop’s will consult with a licensed arborist within 12 months to find feasible locations for the additional trees on their property where appropriate. It is understood 38 total trees may not fit and survive; therefore, the City acknowledges the Hislop’s will plant only the appropriate number of trees as indicated by an arborist. Recommendation It is recommended that the City Council adopt the resolution approving the boundary adjustment between 7560 Harkness Avenue South and 7675 Hardwood Avenue South. BLOCK 1LOT 1N89°50'40"E 508.48N00°14'39"E 160.00 S08°38'28"W 338.81 S89°49'58"W 551.06N00°14'39"E 199.98 S89°50'40"W10.00R=514.14L=25.47=2°50'19" HARKNESS AVENUE SOUTH HISLOP PROPERTYPILLAI BUILDERS, LLC PROPERTYHARDWOOD AVENUE SOUTH 1"=40'10/20/23DPEDPEFIELDDRAWN BYSCALEDATE ISSUEDJOB NO.CHECKED BY4000007HISLOP-PILLAI KJSignatureDate License NumberPrint NameDANIEL EKREMI hereby certify that this survey, plan, or reportwas prepared by me or under my directsupervision and that I am a duly Licensed LandSurveyor under the laws of the state ofMinnesota.EXISTING HISLOP LEGAL DESCRIPTIONThat part of the following described property: the East 726.00 feet of the North Half of the Northwest Quarter ofthe Southwest Quarter of Section 8, Township 27, Range 21, Washington County, Minnesota, EXCEPT the East30.00 feet thereof; and ALSO EXCEPT the North 300.00 feet thereof; and ALSO EXCEPT that part which lieswesterly of a line parallel with and 60 feet to the left of the following described line: Commencing at theNortheast Corner of the Northwest Quarter of the Northwest Quarter of Section 8; thence on an assumedbearing of South 00 degrees 17 minutes 47 seconds West along the east line of the West Half of the NorthwestQuarter of said Section 8 a distance of 1115.00 feet to the point of beginning of the line to be described; thencesouthwesterly 429.00 feet along a tangential curve concave to the northwest having a central angle of 42degrees 48 minutes 43 seconds and a radius of 574.14 feet; thence southwesterly 255.67 feet along a reversecurve having a central angle of 25 degrees 30 minutes 52 seconds and a radius of 574.14 feet; thence South17 degrees 35 minutes 38 seconds West tangent to said reverse curve a distance of 837.71 feet; thencesouthwesterly 102.53 feet along a tangential curve concave to the southeast having a central angle of 08degrees 57 minutes 09 seconds and a radius of 656.16 feet; thence South 08 degrees 38 minutes 28 secondsWest tangent to last described curve a distance of 654.38 feet; thence southerly 209.19 feet along a tangentialcurve concave to the east having a central angle of 20 degrees 52 minutes 33 seconds and a radius of574.14 feet and said line there terminating.which lies northerly of the following described line:Beginning at a point on the west line of said East 30.00 feet distant 160.00 feet south of the north line of theabove described property; thence South 89 degrees 50 minutes 40 seconds West parallel with said north line,113.00 feet; thence North 78 degrees 37 minutes 15 seconds West 415 feet more or less to the west line of theabove described property and there terminating. TOGETHER WITH easement per Document No. 3792461.733 Marquette Ave, Ste 700Minneapolis, MN 55402612.758.3080 612.758.3099www.alliant-inc.comMAINFAXΔΔ1. The orientation of this bearing system is based on the Washington County Coordinate System NAD 83 (1986adjustment).2. All distances are in feet.3. Parcels areas are as follows:·Existing Hislop area:65,870 sq. ft.; 1.51 acres·Existing Pillai area:124,767 sq. ft.; 2.86 acres·Proposed Hislop area:77,311 sq. ft.; 1.77 acres·Proposed Pillai area:113,326 sq. ft.; 2.60 acresEXISTING PILLAI LEGAL DESCRIPTIONLot 1, Block 1, HARKNESS APARTMENTS, according to the recorded plat thereof, Washington County,Minnesota.PROPOSED HISLOP LEGAL DESCRIPTIONThat part of the following described property: the East 726.00 feet of the North Half of the Northwest Quarter ofthe Southwest Quarter of Section 8, Township 27, Range 21, Washington County, Minnesota, EXCEPT the East30.00 feet thereof; and ALSO EXCEPT the North 300.00 feet thereof; and ALSO EXCEPT that part which lieswesterly of a line parallel with and 60 feet to the left of the following described line: Commencing at theNortheast Corner of the Northwest Quarter of the Northwest Quarter of Section 8; thence on an assumedbearing of South 00 degrees 17 minutes 47 seconds West along the east line of the West Half of the NorthwestQuarter of said Section 8 a distance of 1115.00 feet to the point of beginning of the line to be described; thencesouthwesterly 429.00 feet along a tangential curve concave to the northwest having a central angle of 42degrees 48 minutes 43 seconds and a radius of 574.14 feet; thence southwesterly 255.67 feet along a reversecurve having a central angle of 25 degrees 30 minutes 52 seconds and a radius of 574.14 feet; thence South17 degrees 35 minutes 38 seconds West tangent to said reverse curve a distance of 837.71 feet; thencesouthwesterly 102.53 feet along a tangential curve concave to the southeast having a central angle of 08degrees 57 minutes 09 seconds and a radius of 656.16 feet; thence South 08 degrees 38 minutes 28 secondsWest tangent to last described curve a distance of 654.38 feet; thence southerly 209.19 feet along a tangentialcurve concave to the east having a central angle of 20 degrees 52 minutes 33 seconds and a radius of574.14 feet and said line there terminating.which lies northerly of the following described line:Beginning at a point on the west line of said East 30.00 feet distant 160.00 feet south of the north line of theabove described property; thence South 89 degrees 50 minutes 40 seconds West parallel with said north line,113.00 feet; thence North 78 degrees 37 minutes 15 seconds West 415 feet more or less to the west line of theabove described property and there terminating.TOGETHER WITH that part of Lot 1, Block 1, HARKNESS APARTMENTS, according to the recorded platthereof, Washington County, Minnesota, described as follows:Beginning at the northeast corner of said Lot 1; thence South 89 degrees 50 minutes 40 seconds West, alongthe north line of said Lot 1, a distance of 103.00 feet; thence North 78 degrees 37 minutes 15 seconds West,continuing along said north line of Lot 1, a distance of 150.75 feet; thence South 72 degrees 10 minutes 07seconds East 50.12 feet; thence South 34 degrees 26 minutes 49 seconds East 76.47 feet; thence South 82degrees 05 minutes 24 seconds East 161.05 feet to the east line of said Lot 1; thence North 00 degrees 14minutes 39 seconds East, along said east line of Lot 1, a distance of 71.11 feet to the point of beginning.PROPOSED PILLAI LEGAL DESCRIPTIONLot 1, Block 1, HARKNESS APARTMENTS, according to the recorded plat thereof, Washington County,Minnesota.EXCEPT that part of said Lot 1 described as follows:Beginning at the northeast corner of said Lot 1; thence South 89 degrees 50 minutes 40 seconds West,assumed bearing along the north line of said Lot 1, a distance of 103.00 feet; thence North 78 degrees 37minutes 15 seconds West, continuing along said north line of Lot 1, a distance of 150.75 feet; thence South 72degrees 10 minutes 07 seconds East 50.12 feet; thence South 34 degrees 26 minutes 49 seconds East 76.47feet; thence South 82 degrees 05 minutes 24 seconds East 161.05 feet to the east line of said Lot 1; thenceNorth 00 degrees 14 minutes 39 seconds East, along said east line of Lot 1, a distance of 71.11 feet to the pointof beginning.NOTESLOT LINE ADJUSTMENT7560 HARKNESS AVE. S. & 7675 HARDWOODAVE. S., COTTAGE GROVE, MINNESOTACERTIFICATE OF SURVEYLEGENDDenotes 1/2 inch x 18 inch iron monument set marked by license no. 57366Denotes 1/2 inch iron pipe monument found marked as shownOctober 20, 202357366 CITY OF COTTAGE GROVE, MINNESOTA CITY COUNCIL RESOLUTION 2023-138 A RESOLUTION APPROVING A BOUNDARY ADJUSTMENT BETWEEN TWO PARCELS LOCATED AT 7560 HARKNESS AVENUE SOUTH AND 7675 HARDWOOD AVENUE SOUTH WHEREAS, Matthew and Katie Hislop and Pillai Builder’s LLC desire to adjust the common lot line between their property at 7560 Harkness Avenue South and the property to their south, 7675 Hardwood Avenue South, owner by Pillai Builders, LLC; and WHEREAS, Matthew and Katie Hislop have arranged for the boundary adjustment outlined on the survey dated 10/20/2023 by Alliant Engineering; and WHEREAS, the properties are part of real property in Washington County, Minnesota, legally described as follows: Matthew and Katie Hislop’s Property: That part of the following described property: the East 726.00 feet of the North Half of the Northwest Quarter of the Southwest Quarter of Section 8, Township 27, Range 21, Washington County, Minnesota, EXCEPT the East 30.00 feet thereof; and ALSO EXCEPT the North 300.00 feet thereof; and ALSO EXCEPT that part which lies westerly of a line parallel with and 60 feet to the left of the following described line: Commencing at the Northeast Corner of the Northwest Quarter of the Northwest Quarter of Section 8; thence on an assumed bearing of South 00 degrees 17 minutes 47 seconds West along the east line of the West Half of the Northwest Quarter of said Section 8 a distance of 1115.00 feet to the point of beginning of the line to be described; thence southwesterly 429.00 feet along a tangential curve concave to the northwest having a central angle of 42 degrees 48 minutes 43 seconds and a radius of 574.14 feet; thence southwesterly 255.67 feet along a reverse curve having a central angle of 25 degrees 30 minutes 52 seconds and a radius of 574.14 feet; thence South 17 degrees 35 minutes 38 seconds West tangent to said reverse curve a distance of 837.71 feet; thence southwesterly 102.53 feet along a tangential curve concave to the southeast having a central angle of 08 degrees 57 minutes 09 seconds and a radius of 656.16 feet; thence South 08 degrees 38 minutes 28 seconds West tangent to last described curve a distance of 654.38 feet; thence southerly 209.19 feet along a tangential curve concave to the east having a central angle of 20 degrees 52 minutes 33 seconds and a radius of 574.14 feet and said line there terminating. which lies northerly of the following described line: Beginning at a point on the west line of said East 30.00 feet distant 160.00 feet south of the north line of the above described property; thence South 89 degrees 50 minutes 40 seconds West parallel with said north line, 113.00 feet; thence North 78 degrees 37 minutes 15 seconds West 415 feet more or less to the west line of the above described property and there terminating. TOGETHER WITH easement per Document No. 3792461. Commonly known as 7560 Harkness Avenue South, Cottage Grove, Washington County, State of Minnesota. City of Cottage Grove, Minnesota City Council Resolution 2023-138 Page 2 of 2 Pillai Builders Property (The View): Lot 1, Block 1, HARKNESS APARTMENTS, according to the recorded plat thereof, Washington County, Minnesota. Commonly known as 7675 Hardwood Avenue South, Cottage Grove, Washington County, State of Minnesota. NOW, THEREFORE BE IT RESOLVED, the City Council of the City of Cottage Grove, Washington County, Minnesota, hereby approves the boundary adjustment between 7560 Harkness Avenue South, owned by Matthew and Katie Hislop, and 7675 Hardwood Avenue South, owned by Pillai Builders, LLC, legally described above, subject to the following conditions: 1. City staff is authorized to execute or take any other actions necessary to implement the lot line adjustment. 2. Once recorded, both parcels will reflect the new lot boundaries. The sliver parcel being added to 7560 Harkness Avenue South is not a separate outlot. 3. Pillai’s approved landscape plan will be re-approved as modified to exclude the 38 trees. Pillai has no further obligation as related to those 38 trees; however, the remaining landscape plan is in effect as previously approved. 4. The property owners of 7560 Harkness Avenue South shall plant additional trees on their property as outlined on The View landscape plan dated 10/16/2023 or as advised by a licensed arborist. The Hislops will work with City staff to define the specifics of a tree replacement/re-planting plan that provides screening and survivability. 5. Upon City Council approval, the modified Pillai landscape plan and new Hislop/City re- planting plan become effective upon the successful lot line adjustment closing and recording at Washinton County. 6. Trees shall be planted by the Hislops within 12 months of recording of deeds for the boundary adjustment. Passed this 1st day of November, 2023 Myron Bailey, Mayor Attest: Tamara Anderson, City Clerk 1 City Council Action Request 7.M. Meeting Date 11/1/2023 Department Public Works Agenda Category Action Item Title Washington County CIP 2024-2028 Response Letter Staff Recommendation Receive the Washington County Draft 2024-2028 Capital Improvements Plan response letter. Budget Implication N/A Attachments 1. Washington County CIP 2024-2028 Response Letter 1 City Council Action Request 8.A. Meeting Date 11/1/2023 Department Finance Agenda Category Action Item Title Approve Disbursements Staff Recommendation Approve disbursements in the amount of $3,336,943.87 Budget Implication N/A Attachments 1. 11-01-2023 Meeting 10/26/2023 5:27:26 PM Page 1 of 26 Expense Approval Report Cottage Grove By Vendor Name Payment Dates 10/13/2023 - 11/2/2023 AmountPayable NumberPayment DatePayment NumberVendor Name Description (Item) Vendor: VEN34910 - ACROSS THE STREET PRODUCTIONS INC 1,540.62INV1560010/26/202316828ACROSS THE STREET PRODUCT…BLUE CARD CE RENEWAL - 11/… 1,540.62INV1560010/26/202316828ACROSS THE STREET PRODUCT…BLUE CARD CE RENEWAL - 11/… Vendor VEN34910 - ACROSS THE STREET PRODUCTIONS INC Total:3,081.24 Vendor: VEN01024 - A-DOORABLE GARAGE DOOR COMPANY 175.00111610/25/2023221213A-DOORABLE GARAGE DOOR …RIVER OAKS SERVICE CALL - G… 70.00111610/25/2023221213A-DOORABLE GARAGE DOOR …RIVER OAKS SERVICE CALL - G… Vendor VEN01024 - A-DOORABLE GARAGE DOOR COMPANY Total:245.00 Vendor: VEN35068 - AI TECHNOLOGIES LLC 358.002001110202310/18/202316771AI TECHNOLOGIES LLC BENEFITS ADMINISTRATION F… Vendor VEN35068 - AI TECHNOLOGIES LLC Total:358.00 Vendor: VEN36492 - ALLISON GORRES 400.006AB3412F-000510/25/2023221214ALLISON GORRES RIVER OAKS BLOG POST 400.006AB3412F-000510/25/2023221214ALLISON GORRES RIVER OAKS BLOG POST Vendor VEN36492 - ALLISON GORRES Total:800.00 Vendor: VEN33229 - AMAZON FULFILLMENT SERVICES, INC. 119.9516PY-LDXP-77HC10/26/202316829AMAZON FULFILLMENT SERVI…AUTO BODY PAINTING STAND … 159.9819YT-MG63-J7HC10/26/202316829AMAZON FULFILLMENT SERVI…ELECTRONIC SHOT TIMER 76.891F7V-FDJ7-H16G10/18/202316772AMAZON FULFILLMENT SERVI…AUTO LOCK LADDER HOOK CA… 76.891F7V-FDJ7-H16G10/18/202316772AMAZON FULFILLMENT SERVI…AUTO LOCK LADDER HOOK CA… 28.981GLL-CWMD-H9J610/26/202316829AMAZON FULFILLMENT SERVI…TERRY KITCHEN DISH CLOTHS 79.801H4R-YNFF-GYFQ10/18/202316772AMAZON FULFILLMENT SERVI…EMERGENCY SVC LEADERSHIP… 79.801H4R-YNFF-GYFQ10/18/202316772AMAZON FULFILLMENT SERVI…EMERGENCY SVC LEADERSHIP… 26.171P6V-MDYN-FTHW10/26/202316829AMAZON FULFILLMENT SERVI…ROPE 52.391PWD-JTTK-DMCR10/26/202316829AMAZON FULFILLMENT SERVI…INSECTICIDE FOR HERO CENT… 137.901TXG-DGG1-9CYN10/18/202316772AMAZON FULFILLMENT SERVI…HERO CENTER - SHELVING Vendor VEN33229 - AMAZON FULFILLMENT SERVICES, INC. Total:838.75 Vendor: VEN01045 - AMERICAN ENGINEERING TESTING INC 13,098.00INV-15665710/26/202316830AMERICAN ENGINEERING TES…STORMWATER POND ASSESS… Vendor VEN01045 - AMERICAN ENGINEERING TESTING INC Total:13,098.00 Vendor: VEN31224 - AMERICAN FAMILY LIFE ASSURANCE COMPANY OF COLUMBUS 111.42INV02544410/18/202316773AMERICAN FAMILY LIFE ASSU…10/05/23 BIWEEKLY PAYROLL … 111.42INV02545710/18/202316773AMERICAN FAMILY LIFE ASSU…10/19/23 BIWEEKLY PAYROLL … Vendor VEN31224 - AMERICAN FAMILY LIFE ASSURANCE COMPANY OF COLUMBUS Total:222.84 Vendor: VEN33880 - AMERICAN MAILING MACHINES 333.83IN11925110/25/2023221215AMERICAN MAILING MACHIN…POSTAGE MACHINE SUPPLIES Vendor VEN33880 - AMERICAN MAILING MACHINES Total:333.83 Vendor: VEN36038 - AMY SCHWEIGERT 700.00103610/18/2023221134AMY SCHWEIGERT MONTHLY RETAINER/THERAP… Vendor VEN36038 - AMY SCHWEIGERT Total:700.00 Vendor: VEN01027 - ANCOM TECHNICAL CENTER 746.0011739010/18/2023221135ANCOM TECHNICAL CENTER 800 MHZ PARABOLIC ANTEN… Vendor VEN01027 - ANCOM TECHNICAL CENTER Total:746.00 Vendor: VEN35715 - ANDREW RINECK 32.442023101010/18/2023221136ANDREW RINECK FIRE UNIFORM REIMBURSEM… 97.332023101010/18/2023221136ANDREW RINECK FIRE UNIFORM REIMBURSEM… Vendor VEN35715 - ANDREW RINECK Total:129.77 Vendor: VEN36601 - ANTONIO CHAVEZ 300.002023101710/25/2023221216ANTONIO CHAVEZ WATER EFFICIENCY REBATE - … Vendor VEN36601 - ANTONIO CHAVEZ Total:300.00 Expense Approval Report Payment Dates: 10/13/2023 - 11/2/2023 10/26/2023 5:27:26 PM Page 2 of 26 AmountPayable NumberPayment DatePayment NumberVendor Name Description (Item) Vendor: VEN01017 - ASPEN EQUIPMENT COMPANY 7,033.72PSO044984-110/26/202316831ASPEN EQUIPMENT COMPANY WLDT QUICK HITCH - 4001,40… Vendor VEN01017 - ASPEN EQUIPMENT COMPANY Total:7,033.72 Vendor: VEN33625 - BAYCOM, INC 1,425.00EQUIPINV_04609510/26/202316832BAYCOM, INC PRINTERS/POWER CORDS/USB… Vendor VEN33625 - BAYCOM, INC Total:1,425.00 Vendor: VEN34204 - BENEFIT EXTRAS, INC. 893.7511802810/18/202316774BENEFIT EXTRAS, INC. FEES - COBRA/RETIREE BILLI… Vendor VEN34204 - BENEFIT EXTRAS, INC. Total:893.75 Vendor: VEN32557 - BG AUTOMOTIVE INC 109.80PI004299410/18/202316775BG AUTOMOTIVE INC SOAP (4 CARTRIDGES) FOR SH… Vendor VEN32557 - BG AUTOMOTIVE INC Total:109.80 Vendor: VEN35453 - BIX PRODUCE COMPANY LLC 302.10593303110/18/202316776BIX PRODUCE COMPANY LLC FOOD FOR CLUBHOUSE 426.14594205810/26/202316833BIX PRODUCE COMPANY LLC FOOD FOR CLUBHOUSE 105.80594317810/26/202316833BIX PRODUCE COMPANY LLC FOOD FOR CLUBHOUSE Vendor VEN35453 - BIX PRODUCE COMPANY LLC Total:834.04 Vendor: VEN31447 - BOLTON & MENK, INC 5,678.8332081410/18/202316777BOLTON & MENK, INC 100TH ST EXTENSION UTILITY … 5,678.8332081410/18/202316777BOLTON & MENK, INC 100TH ST EXTENSION UTILITY … 5,678.8432081410/18/202316777BOLTON & MENK, INC 100TH ST EXTENSION UTILITY … 552.5032081510/18/202316777BOLTON & MENK, INC 2021 PAVEMENT MANAGEM… 76.5032081610/18/202316777BOLTON & MENK, INC 2023 MILL OVERLAY 7/22/23-… 59,919.5032081710/18/202316777BOLTON & MENK, INC 2023 PAVEMENT MANAGEM… 14,395.5032081810/18/202316777BOLTON & MENK, INC 2024 PAVEMENT MANAGEM… 82.5032081910/18/202316777BOLTON & MENK, INC 7781 HARDWOOD AVENUE 7/… 23,700.5032082010/18/202316777BOLTON & MENK, INC 80TH ST REHABILITATION 7/2… 82.5032082110/18/202316777BOLTON & MENK, INC CARDINAL RESERVE 7/22/23-9… 495.0032082210/18/202316777BOLTON & MENK, INC CHASE BANK 7/22/23-9/1/23 3,111.0032082310/18/202316777BOLTON & MENK, INC COMP SANITARY SEWER PLAN… 2,171.0032082410/18/202316777BOLTON & MENK, INC DODGE NATURE CENTER 7/22… 1,734.0032082510/18/202316777BOLTON & MENK, INC EASTBROOKE 2ND ADDITION … 1,065.0032082610/18/202316777BOLTON & MENK, INC DOLI CODE ASSISTANCE 7/22/… 294.0032082610/18/202316777BOLTON & MENK, INC TG-P12 SURVEY 7/22/23-9/1/… 2,725.0032082610/18/202316777BOLTON & MENK, INC 7473 LAMAR AVENUE 7/22/23… 402.0032082610/18/202316777BOLTON & MENK, INC SITE SE OF JAMAICA/95TH 7/2… 913.5032082610/18/202316777BOLTON & MENK, INC GREY CLOUD TRAIL LIFT STATI… 8,191.0032082610/18/202316777BOLTON & MENK, INC EAST RAVINE STORMWATER … 2,435.0032082610/18/202316777BOLTON & MENK, INC SOUTH DISTRICT STORM CHA… 2,559.0032082610/18/202316777BOLTON & MENK, INC 6850 EAST POINT DOUGLAS R… 1,410.0032082610/18/202316777BOLTON & MENK, INC KRENNER 8591 GENEVA 7/22/… 1,284.0032082710/18/202316777BOLTON & MENK, INC GLACIAL VALLEY ESTATES 7/22… 7,049.5032082810/18/202316777BOLTON & MENK, INC GLACIAL VALLEY PARK PH I 7/… 320.0032082910/18/202316777BOLTON & MENK, INC HAMLET PARK EXP PHASE 3 7… 259.5032083010/18/202316777BOLTON & MENK, INC HAWTHORNE 7/22/23-9/1/23 1,239.5032083110/18/202316777BOLTON & MENK, INC HAWTHORNE 2ND ADDITION … 82.5032083210/18/202316777BOLTON & MENK, INC HEMINGWAY INDUSTRIAL 7/2… 82.5032083310/18/202316777BOLTON & MENK, INC HIGH POINTE 7/22/23-9/1/23 430.5032083410/18/202316777BOLTON & MENK, INC HINTON WOODS 7/22/23-9/1… 171.0032083510/18/202316777BOLTON & MENK, INC HINTON WOODS 2ND 7/22/23… 1,713.0032084310/18/202316777BOLTON & MENK, INC HOHENSTEIN DISTRIBUTION 7… 98,931.0032084910/18/202316777BOLTON & MENK, INC JAMAICA AVENUE EAST POINT… 601.5032085210/18/202316777BOLTON & MENK, INC LANGDON HILLS 7/22/23-9/1/… 672.0032085410/18/202316777BOLTON & MENK, INC LEAFLINE EXPANSION 7/22/23… 13,122.5032085510/18/202316777BOLTON & MENK, INC L-P3 POND IMPROVEMENTS 7… 400.5032085710/18/202316777BOLTON & MENK, INC NORHART DEVELOPMENT 7/2… 253.5032085810/18/202316777BOLTON & MENK, INC NORTHWICK PARK 7/22/23-9/… 9,309.0032085910/18/202316777BOLTON & MENK, INC OFFICE HOURS 7/22/23-9/1/23 224.5032086010/18/202316777BOLTON & MENK, INC PILLAI BUILDERS-THE VIEWS 7… Expense Approval Report Payment Dates: 10/13/2023 - 11/2/2023 10/26/2023 5:27:26 PM Page 3 of 26 AmountPayable NumberPayment DatePayment NumberVendor Name Description (Item) 88.5032086210/18/202316777BOLTON & MENK, INC PIZZA RANCH 7/22/23-9/1/23 24,547.0032086610/18/202316777BOLTON & MENK, INC RIVER OAKS RCUT 7/22/23-9/… 253.5032087410/18/202316777BOLTON & MENK, INC RJ SCHINNER 7/22/23-9/1/23 165.0032087510/18/202316777BOLTON & MENK, INC ROLLING MEADOWS 7/22/23-… 1,728.0032087610/18/202316777BOLTON & MENK, INC SETTLERS BLUFF 7/22/23-9/1/… 427.5032087710/18/202316777BOLTON & MENK, INC SETTLERS BLUFF 2ND ADDITI… 2,469.5032087910/18/202316777BOLTON & MENK, INC SHOPPES AT COTTAGE VIEW 7… 475.0032088110/18/202316777BOLTON & MENK, INC SOUTH DISTRICT TRUNK STO… 19,356.5032088410/18/202316777BOLTON & MENK, INC RAVINE CROSSING 7/22/23-9/… 11,261.5032088510/18/202316777BOLTON & MENK, INC SOUTHWEST ARTERIAL 7/22/… 336.0032088610/18/202316777BOLTON & MENK, INC TG-P14 POND IMPROVEMENT… 3,816.0032088810/18/202316777BOLTON & MENK, INC WAG PARCEL PLAT 7/22/23-9… 389.5032089010/18/202316777BOLTON & MENK, INC WEBER-OPPIDAN DEVELOPM… Vendor VEN31447 - BOLTON & MENK, INC Total:344,811.50 Vendor: VEN02288 - BOUND TREE MEDICAL, LLC 19.958510267310/18/202316781BOUND TREE MEDICAL, LLC EMS SUPPLIES 736.378510267410/18/202316781BOUND TREE MEDICAL, LLC EMS SUPPLIES 318.898510759810/26/202316834BOUND TREE MEDICAL, LLC EMS SUPPLIES 312.498510759910/26/202316834BOUND TREE MEDICAL, LLC EMS SUPPLIES 22.608511053610/26/202316834BOUND TREE MEDICAL, LLC EMS SUPPLIES Vendor VEN02288 - BOUND TREE MEDICAL, LLC Total:1,410.30 Vendor: VEN02306 - BRAUN INTERTEC CORPORATION 1,428.00B34274910/18/202316782BRAUN INTERTEC CORPORATI…SOUTH DISTRICT ST AND UTILI… 3,201.00B35975410/18/202316782BRAUN INTERTEC CORPORATI…2024 PAVEMENT MANAGEM… Vendor VEN02306 - BRAUN INTERTEC CORPORATION Total:4,629.00 Vendor: VEN35273 - BREAKTHRU BEVERAGE MINNESOTA BEER LLC 116.0011228646410/18/2023221137BREAKTHRU BEVERAGE MINN…BEER FOR CLUBHOUSE 204.0011228761810/18/2023221137BREAKTHRU BEVERAGE MINN…BEER FOR CLUBHOUSE 370.6011228761910/18/2023221137BREAKTHRU BEVERAGE MINN…BEER FOR CLUBHOUSE 298.0011239850210/25/2023221217BREAKTHRU BEVERAGE MINN…BEER FOR CLUBHOUSE 354.0011240111310/25/2023221217BREAKTHRU BEVERAGE MINN…BEER FOR CLUBHOUSE Vendor VEN35273 - BREAKTHRU BEVERAGE MINNESOTA BEER LLC Total:1,342.60 Vendor: VEN35920 - BRYCE TANSKI 2,173.531010231805910/18/2023221138BRYCE TANSKI IMPACT SOCKET - TOOL Vendor VEN35920 - BRYCE TANSKI Total:2,173.53 Vendor: VEN33107 - BURGGRAF'S ACE HARDWARE OF COTTAGE GROVE CO. 26.99559810/18/2023221139BURGGRAF'S ACE HARDWARE…LED LINEAR LAMP 18 W - WA… 15.00560110/18/2023221139BURGGRAF'S ACE HARDWARE…COUPLE PVC 1 1/2 - WATER 14.99560610/18/2023221139BURGGRAF'S ACE HARDWARE…POST EYE LIGHT CONTROL - S… 199.99561710/18/2023221139BURGGRAF'S ACE HARDWARE…BATTERY FOR VACUUM 0.27561910/18/2023221139BURGGRAF'S ACE HARDWARE…FASTENERS 21.00562110/18/2023221139BURGGRAF'S ACE HARDWARE…WASP & HORNET SPRAY - WA… 29.99563110/18/2023221139BURGGRAF'S ACE HARDWARE…BALL VALVE Vendor VEN33107 - BURGGRAF'S ACE HARDWARE OF COTTAGE GROVE CO. Total:308.23 Vendor: VEN03001 - CALLAWAY GOLF 432.5093682009810/18/2023221140CALLAWAY GOLF PROSHOP MERCHANDISE 432.5093682020910/18/2023221140CALLAWAY GOLF PROSHOP MERCHANDISE Vendor VEN03001 - CALLAWAY GOLF Total:865.00 Vendor: VEN32194 - CAPSTONE HOMES, INC 5,065.002023100610/18/202316783CAPSTONE HOMES, INC REFUND ESCROW - 6876 101S… Vendor VEN32194 - CAPSTONE HOMES, INC Total:5,065.00 Vendor: VEN35653 - CARDINAL HOME BUILDERS 5,495.002023101910/25/2023221218CARDINAL HOME BUILDERS REFUND ESCROW - - 9008 62… Vendor VEN35653 - CARDINAL HOME BUILDERS Total:5,495.00 Vendor: VEN36592 - CAROLYN JACKSON 129.032023101310/25/2023221219CAROLYN JACKSON EMS PAYMENT REFUND- CHK … Expense Approval Report Payment Dates: 10/13/2023 - 11/2/2023 10/26/2023 5:27:26 PM Page 4 of 26 AmountPayable NumberPayment DatePayment NumberVendor Name Description (Item) 131.472023101310/25/2023221219CAROLYN JACKSON EMS PAYMENT REFUND- CHK … Vendor VEN36592 - CAROLYN JACKSON Total:260.50 Vendor: VEN36600 - CATHERINE MOLDREM 103.852023101110/25/2023221220CATHERINE MOLDREM EMS PAYMENT REFUND - PAID… Vendor VEN36600 - CATHERINE MOLDREM Total:103.85 Vendor: VEN35388 - CENTRAL MCGOWAN INC 18.0026434410/18/2023221141CENTRAL MCGOWAN INC CO2/NITROGEN CYLINDER RE… Vendor VEN35388 - CENTRAL MCGOWAN INC Total:18.00 Vendor: VEN29526 - CENTURY LINK 530.00612 E12-8029 542 OCT 2310/18/2023221142CENTURY LINK OCT ACCT 612 E12-8029 542 275.54651 458-2946 864 OCT 2310/18/2023221142CENTURY LINK OCT ACCT 651 458-2946 864 126.99651 458-8074 011 OCT 2310/18/2023221142CENTURY LINK OCT ACCT 651 458-8074 011 161.26651 459-2560 545 OCT 2310/18/2023221142CENTURY LINK OCT ACCT 651 459-2560 545 335.73651 459-3912 290 OCT 2310/18/2023221142CENTURY LINK OCT ACCT 651 459-3912 290 59.91651 459-8124 217 OCT 2310/18/2023221142CENTURY LINK ACCT 651 459-8124 217 59.91651 459-8128 529 OCT 2310/18/2023221142CENTURY LINK ACCT 651 459-8128 529 166.09651 769-1028 761 OCT 2310/18/2023221142CENTURY LINK OCT ACCT 651 769-1028 761 Vendor VEN29526 - CENTURY LINK Total:1,715.43 Vendor: VEN03416 - CERTIFIED POWER, INC 52.935034929710/26/202316835CERTIFIED POWER, INC CAMERA CORD - 4103/36556 Vendor VEN03416 - CERTIFIED POWER, INC Total:52.93 Vendor: VEN36603 - CHRISTOPHER & TRACI LEFFNER 181.852023102310/25/2023221221CHRISTOPHER & TRACI LEFFN…REFUND UB ACCT#800044843 … Vendor VEN36603 - CHRISTOPHER & TRACI LEFFNER Total:181.85 Vendor: VEN36607 - CLEAN HARBORS ENVIRONMENTAL SERVICES INC 2,482.44100478016010/25/2023221222CLEAN HARBORS ENVIRONM…HAZADOUS WASTE REMOVAL… Vendor VEN36607 - CLEAN HARBORS ENVIRONMENTAL SERVICES INC Total:2,482.44 Vendor: VEN03183 - COLLEGE CITY BEVERAGE, INC. 38.5095277610/18/202316784COLLEGE CITY BEVERAGE, INC.BEER FOR CLUBHOUSE 357.1095277610/18/202316784COLLEGE CITY BEVERAGE, INC.BEER FOR CLUBHOUSE Vendor VEN03183 - COLLEGE CITY BEVERAGE, INC. Total:395.60 Vendor: VEN32389 - COMCAST 92.498772 10 576 0347241 OCT 20…10/25/2023221223COMCAST CENTRAL FIRE ACCT# 8772105… 37.838772 10 789 0002365 OCT 20…10/25/2023221223COMCAST ICE ARENA CABLE SVC- 10/14-… 1,003.298772 10 789 0002365 OCT 20…10/25/2023221223COMCAST CLUBHOUSE CABLE SVC- 10/1… 214.238772 10 789 0002365 OCT 20…10/25/2023221223COMCAST MAINT SHED CABLE SVC- 10/1… 63.068772 10 789 0002365 OCT 20…10/25/2023221223COMCAST FIRE CABLE SVC- 10/14-11/13… Vendor VEN32389 - COMCAST Total:1,410.90 Vendor: VEN03943 - COTTAGE GROVE ANIMAL HOSPITAL 197.4927594910/25/2023221224COTTAGE GROVE ANIMAL HO…MEDICATION FOR GUNNER Vendor VEN03943 - COTTAGE GROVE ANIMAL HOSPITAL Total:197.49 Vendor: VEN03011 - CRYSTEEL TRUCK EQUIPMENT INC 786.96FP19272610/26/202316836CRYSTEEL TRUCK EQUIPMENT …HEADLIGHT KIT, DUST CAP KIT … 323.20FP19278610/26/202316836CRYSTEEL TRUCK EQUIPMENT …BOSS OIL 8 JUGS - STOCK 996.74FP19278910/26/202316836CRYSTEEL TRUCK EQUIPMENT …CUTTING EDGES,PIN,DECALS,… Vendor VEN03011 - CRYSTEEL TRUCK EQUIPMENT INC Total:2,106.90 Vendor: VEN36336 - CTW GROUP 17.902023101210/18/2023221143CTW GROUP REFUND UB ACCOUNT#80005… Vendor VEN36336 - CTW GROUP Total:17.90 Vendor: VEN03012 - CUB FOODS 17.9816130706993510/18/2023221144CUB FOODS FOOD FOR CLUBHOUSE 20.9616135201063510/18/2023221144CUB FOODS FOOD FOR CLUBHOUSE Vendor VEN03012 - CUB FOODS Total:38.94 Vendor: VEN36573 - CUB STORES LLC 181,000.002023100910/26/2023221291CUB STORES LLC EASEMENT ACQUISITION PAR… Vendor VEN36573 - CUB STORES LLC Total:181,000.00 Expense Approval Report Payment Dates: 10/13/2023 - 11/2/2023 10/26/2023 5:27:26 PM Page 5 of 26 AmountPayable NumberPayment DatePayment NumberVendor Name Description (Item) Vendor: VEN32300 - D R HORTON 1,000.002023100210/18/2023221145D R HORTON REFUND ESCROW - - 6440 GE… 1,000.0020231002-A10/18/2023221145D R HORTON REFUND ESCROW - 6456 GEN… 1,000.0020231002-B10/18/2023221145D R HORTON REFUND ESCROW - 6436 GEN… 1,000.0020231002-C10/18/2023221145D R HORTON REFUND ESCROW - 6444 GEN… 1,000.0020231002-D10/18/2023221145D R HORTON REFUND ESCROW - 6448 GEN… 1,000.0020231002-E10/18/2023221145D R HORTON REFUND ESCROW - 6452 GEN… 1,000.0020231002-F10/18/2023221145D R HORTON REFUND ESCROW - 6412 GEN… 1,000.0020231002-G10/18/2023221145D R HORTON REFUND ESCROW - 6416 GEN… 1,000.0020231002-H10/18/2023221145D R HORTON REFUND ESCROW - 6598 GEN… 1,000.0020231002-I10/18/2023221145D R HORTON REFUND ESCROW - 6594 GEN… 1,000.0020231002-J10/18/2023221145D R HORTON REFUND ESCROW - 6596 GEN… 1,000.0020231002-K10/18/2023221145D R HORTON REFUND ESCROW - 6609 HINT… 1,000.0020231002-L10/18/2023221145D R HORTON REFUND ESCROW - 6602 HIN… 1,000.0020231002-M10/18/2023221145D R HORTON REFUND ESCROW - 6600 HINT… 1,000.0020231002-N10/18/2023221145D R HORTON REFUND ESCROW - 6601 HINT… 1,000.0020231002-O10/18/2023221145D R HORTON REFUND ESCROW - 6603 HIN… 1,000.0020231002-P10/18/2023221145D R HORTON REFUND ESCROW - 6605 HINT… 1,000.0020231002-Q10/18/2023221145D R HORTON REFUND ESCROW - 6428 GEN… 1,000.0020231002-R10/18/2023221145D R HORTON REFUND ESCROW - 6432 GEN… 1,000.0020231002-S10/18/2023221145D R HORTON REFUND ESCROW - 6485 GEN… 1,000.0020231002-T10/18/2023221145D R HORTON REFUND ESCROW - 6483 GEN… 1,000.0020231002-U10/18/2023221145D R HORTON REFUND ESCROW - 6479 GEN… 1,000.0020231002-V10/18/2023221145D R HORTON REFUND ESCROW - 6588 GEN… 1,000.0020231002-W10/18/2023221145D R HORTON REFUND ESCROW - 6590 GEN… 1,000.0020231002-X10/18/2023221145D R HORTON REFUND ESCROW - 6607 HIN… 5,495.0020231002-Y10/18/2023221145D R HORTON REFUND ESCROW - 6724 PINE… 5,495.0020231002-Z10/18/2023221145D R HORTON REFUND ESCROW - 6720 PINE… 1,000.002023100610/18/2023221145D R HORTON REFUND ESCROW - 6587 HIN… 1,000.0020231006-A10/18/2023221145D R HORTON REFUND ESCROW - 6593 HIN… 1,000.0020231006-B10/18/2023221145D R HORTON REFUND ESCROW - 6591 HIN… Vendor VEN32300 - D R HORTON Total:38,990.00 Vendor: VEN04013 - DAKOTA COUNTY TECHNICAL COLLEGE 350.00117462210/18/2023221148DAKOTA COUNTY TECHNICAL …TRAINING - PURSUIT & PIT/TVI… Vendor VEN04013 - DAKOTA COUNTY TECHNICAL COLLEGE Total:350.00 Vendor: VEN36594 - DAVID COSLETT 1,918.802023101110/25/2023221225DAVID COSLETT EMS PAYMENT REFUND - PAID… Vendor VEN36594 - DAVID COSLETT Total:1,918.80 Vendor: VEN36588 - DEBORAH BERINGER 103.852023101310/25/2023221226DEBORAH BERINGER EMS PAYMENT REFUND - CHK… 103.322023101310/25/2023221226DEBORAH BERINGER EMS PAYMENT REFUND - CHK… Vendor VEN36588 - DEBORAH BERINGER Total:207.17 Vendor: VEN04249 - DELTA DENTAL PLAN OF MN 412.64CNS000138285610/25/2023221227DELTA DENTAL PLAN OF MN COBRA PREMIUM- NOVEMBER… 3,808.26CNS000138285610/25/2023221227DELTA DENTAL PLAN OF MN EMPLOYEE PREMIUM- NOVE… 7,007.64CNS000138285610/25/2023221227DELTA DENTAL PLAN OF MN EMPLOYER PREMIUM- NOVE… Vendor VEN04249 - DELTA DENTAL PLAN OF MN Total:11,228.54 Vendor: VEN33026 - DISTINCTIVE DESIGN BUILD LLC 5,495.002023100210/18/2023221149DISTINCTIVE DESIGN BUILD LLC REFUND ESCROW - 7412 63RD… Vendor VEN33026 - DISTINCTIVE DESIGN BUILD LLC Total:5,495.00 Vendor: VEN36593 - DOLORES BECK 230.572023101110/25/2023221228DOLORES BECK EMS PAYMENT REFUND- CHK … Vendor VEN36593 - DOLORES BECK Total:230.57 Vendor: VEN34214 - DONNAY HOMES INC 1,000.002023100210/18/2023221150DONNAY HOMES INC REFUND ESCROW - 6756 JODY… 1,000.0020231002-A10/18/2023221150DONNAY HOMES INC REFUND ESCROW - 6748 JODY… 1,000.0020231002-B10/18/2023221150DONNAY HOMES INC REFUND ESCROW - 6740 JODY… Expense Approval Report Payment Dates: 10/13/2023 - 11/2/2023 10/26/2023 5:27:26 PM Page 6 of 26 AmountPayable NumberPayment DatePayment NumberVendor Name Description (Item) 1,000.0020231002-C10/18/2023221150DONNAY HOMES INC REFUND ESCROW - 6732 JODY… Vendor VEN34214 - DONNAY HOMES INC Total:4,000.00 Vendor: VEN33289 - EBERT, INC. 34,815.152163413610/25/2023221288EBERT, INC.PYMT #7 - GLACIAL VALLEY PA… Vendor VEN33289 - EBERT, INC. Total:34,815.15 Vendor: VEN05014 - EHLERS AND ASSOCIATES INC 70.009522310/25/2023221229EHLERS AND ASSOCIATES INC HOLCIM - AGG TAX DISCUSSI… 2,325.009522410/25/2023221229EHLERS AND ASSOCIATES INC ROERS - TIF ANALYSIS Vendor VEN05014 - EHLERS AND ASSOCIATES INC Total:2,395.00 Vendor: VEN36583 - EMILY FRANK 120.002023101010/18/2023221151EMILY FRANK REFUND UB ACCT#800048989… Vendor VEN36583 - EMILY FRANK Total:120.00 Vendor: VEN34858 - ENTERPRISE HOLDINGS INC 1,767.561500-0029-907110/25/2023221230ENTERPRISE HOLDINGS INC TRUCK RENTAL - STREET DEPT Vendor VEN34858 - ENTERPRISE HOLDINGS INC Total:1,767.56 Vendor: VEN29471 - ESCH CONSTRUCTION SUPPLY, INC 235.00INV5276310/18/2023221152ESCH CONSTRUCTION SUPPLY,…SAW BLADES - STORMWATER Vendor VEN29471 - ESCH CONSTRUCTION SUPPLY, INC Total:235.00 Vendor: VEN34324 - EWT HOLDINGS III CORP 60,800.0090611596410/18/202316785EWT HOLDINGS III CORP EQUIPMENT RENTAL WELL 3/… 43,200.0090611596510/18/202316785EWT HOLDINGS III CORP EQUIPMENT RENTAL WELL 7/8 Vendor VEN34324 - EWT HOLDINGS III CORP Total:104,000.00 Vendor: VEN35321 - EXPERT BILLING LLC 1,715.261175810/26/202316837EXPERT BILLING LLC PYMT RECEIPTS- AUGUST 2023 Vendor VEN35321 - EXPERT BILLING LLC Total:1,715.26 Vendor: VEN31385 - FARMER BROS CO 80.1631532749 RI10/18/2023221153FARMER BROS CO COFFEE FOR CLUBHOUSE 729.989632192810/25/2023221231FARMER BROS CO COFFEE FOR ICE ARENA 30.629632192910/25/2023221231FARMER BROS CO COFFEE FOR CLUBHOUSE 141.389632193110/25/2023221231FARMER BROS CO COFFEE FOR CLUBHOUSE Vendor VEN31385 - FARMER BROS CO Total:982.14 Vendor: VEN34115 - FINE SHINE EXTERIORS INC 96.1910052310/18/2023221154FINE SHINE EXTERIORS INC WINDOW CLEANING RIVER O… 96.1910052310/18/2023221154FINE SHINE EXTERIORS INC WINDOW CLEANING RIVER O… Vendor VEN34115 - FINE SHINE EXTERIORS INC Total:192.38 Vendor: VEN32106 - FIRE PROTECTION SERVICES, INC 190.00184510/18/2023221155FIRE PROTECTION SERVICES, I…TRADEHOME SHOES MEZZ AD… 49.40184610/18/2023221155FIRE PROTECTION SERVICES, I…SPEC OFFICE BLDG - REVIEW … 97.50185710/18/2023221155FIRE PROTECTION SERVICES, I…SPEC OFFICE BLDG - REVIEW P… Vendor VEN32106 - FIRE PROTECTION SERVICES, INC Total:336.90 Vendor: VEN34095 - FIRESIDE HEARTH&HOME 1.002023101710/25/2023221232FIRESIDE HEARTH&HOME REFUND MECHANICAL PERMIT… 41.502023101710/25/2023221232FIRESIDE HEARTH&HOME REFUND MECHANICAL PERMIT… Vendor VEN34095 - FIRESIDE HEARTH&HOME Total:42.50 Vendor: VEN31978 - FIRST ADVANTAGE LNS 73.42250885230910/18/202316786FIRST ADVANTAGE LNS ANNUAL ENROLLMENT 73.42250885230910/18/202316786FIRST ADVANTAGE LNS ANNUAL ENROLLMENT 64.03250885230910/18/202316786FIRST ADVANTAGE LNS ANNUAL ENROLLMENT 36.71250885230910/18/202316786FIRST ADVANTAGE LNS ANNUAL ENROLLMENT Vendor VEN31978 - FIRST ADVANTAGE LNS Total:247.58 Vendor: VEN06269 - FIRST STATE TIRE RECYCLING 150.0012107910/18/2023221156FIRST STATE TIRE RECYCLING TRAILER RENTAL - FLEET DEPT Vendor VEN06269 - FIRST STATE TIRE RECYCLING Total:150.00 Vendor: VEN31404 - FLEETPRIDE, INC 18.8011144204210/18/2023221157FLEETPRIDE, INC CLAMPS - STOCK 147.4811154318710/18/2023221157FLEETPRIDE, INC STARTER FLUID, BRAKLEEN - S… Expense Approval Report Payment Dates: 10/13/2023 - 11/2/2023 10/26/2023 5:27:26 PM Page 7 of 26 AmountPayable NumberPayment DatePayment NumberVendor Name Description (Item) 359.9811166957810/25/2023221233FLEETPRIDE, INC LED HEADLIGHTS LOW & HIGH… 4.9011171548310/25/2023221233FLEETPRIDE, INC ANCHOR PIN WASHER - STOCK 101.6011173671510/25/2023221233FLEETPRIDE, INC NPT FITTINGS - STOCK Vendor VEN31404 - FLEETPRIDE, INC Total:632.76 Vendor: VEN07606 - GERLACH SERVICE INC. 55.986065410/26/202316838GERLACH SERVICE INC.CHAIN SAW BLADES - PARKS Vendor VEN07606 - GERLACH SERVICE INC. Total:55.98 Vendor: VEN34259 - GONYEA HOMES 22.672023100310/25/2023221234GONYEA HOMES REFUND UB ACCT#800053163 … Vendor VEN34259 - GONYEA HOMES Total:22.67 Vendor: VEN32232 - GOODYEAR COMMERCIAL TIRE & SERVICE CENTERS 558.12124-110941410/25/2023221235GOODYEAR COMMERCIAL TIR…GY 215/75R17.5 TIRES - 6001/… Vendor VEN32232 - GOODYEAR COMMERCIAL TIRE & SERVICE CENTERS Total:558.12 Vendor: VEN15382 - GOPHER STATE ONE CALL 869.40309031910/18/202316787GOPHER STATE ONE CALL ONE CALL TICKETS Vendor VEN15382 - GOPHER STATE ONE CALL Total:869.40 Vendor: VEN07015 - GRAINGER 147.00981748351510/26/202316839GRAINGER TRASH BAGS 70.45981829028110/26/202316839GRAINGER DISPOSABLE GLOVES Vendor VEN07015 - GRAINGER Total:217.45 Vendor: VEN13406 - GREAT LAKES COCA-COLA DISTRIBUTION, LLC 622.483792914501810/18/202316788GREAT LAKES COCA-COLA DIS…BEVERAGES FOR ICE ARENA 562.683792914501810/18/202316788GREAT LAKES COCA-COLA DIS…BEVERAGES FOR ICE ARENA 744.823792914502110/18/202316788GREAT LAKES COCA-COLA DIS…BEVERAGES FOR CLUBHOUSE 362.133803716702310/26/202316840GREAT LAKES COCA-COLA DIS…BEVERAGES FOR ICE ARENA Vendor VEN13406 - GREAT LAKES COCA-COLA DISTRIBUTION, LLC Total:2,292.11 Vendor: VEN33879 - GREATAMERICA FINANCIAL SERVICES CORPORATION 293.953507852610/25/2023221236GREATAMERICA FINANCIAL S…MAIL MACHINE METER RENTA… 343.853511530410/25/2023221236GREATAMERICA FINANCIAL S…FOLDING MACHINE RENTAL - … Vendor VEN33879 - GREATAMERICA FINANCIAL SERVICES CORPORATION Total:637.80 Vendor: VEN33637 - GUARDIAN SUPPLY, LLC 18.991639510/18/202316789GUARDIAN SUPPLY, LLC J3 NAME BAR - S. LEMAY Vendor VEN33637 - GUARDIAN SUPPLY, LLC Total:18.99 Vendor: VEN08001 - HAWKINS, INC 4,233.91656386310/25/2023221237HAWKINS, INC TUBING/EJECTOR/TANKS/PU… Vendor VEN08001 - HAWKINS, INC Total:4,233.91 Vendor: VEN36584 - HOANG NGUYEN 58.652023101010/18/2023221158HOANG NGUYEN REFUND UB ACCOUNT#80004… Vendor VEN36584 - HOANG NGUYEN Total:58.65 Vendor: VEN32661 - HOHENSTEINS, INC 392.5064985410/18/2023221159HOHENSTEINS, INC BEER FOR CLUBHOUSE Vendor VEN32661 - HOHENSTEINS, INC Total:392.50 Vendor: VEN33989 - ICE SPORTS INDUSTRY 180.006958110/18/2023221160ICE SPORTS INDUSTRY ICE SKATER MEMBERSHIP 1-T… Vendor VEN33989 - ICE SPORTS INDUSTRY Total:180.00 Vendor: VEN30088 - INSTRUMENTAL RESEARCH, INC 480.88517110/18/2023221161INSTRUMENTAL RESEARCH, I… WATER TESTING Vendor VEN30088 - INSTRUMENTAL RESEARCH, INC Total:480.88 Vendor: VEN09001 - INTERNATIONAL CITY MANAGEMENT ASSOCIATION RETIREMENT CORPORATION 3,104.98INV02545110/18/202316790INTERNATIONAL CITY MANAG…10/19/23 BIWEEKLY PAYROLL … 9,165.00INV02545210/18/202316792INTERNATIONAL CITY MANAG…10/19/23 BIWEEKLY PAYROLL … 1,053.42INV02545310/18/202316792INTERNATIONAL CITY MANAG…10/19/23 BIWEEKLY PAYROLL … 800.00INV02545410/18/202316791INTERNATIONAL CITY MANAG…10/19/23 BIWEEKLY PAYROLL … Vendor VEN09001 - INTERNATIONAL CITY MANAGEMENT ASSOCIATION RETIREMENT CORPORATION Total:14,123.40 Expense Approval Report Payment Dates: 10/13/2023 - 11/2/2023 10/26/2023 5:27:26 PM Page 8 of 26 AmountPayable NumberPayment DatePayment NumberVendor Name Description (Item) Vendor: VEN09240 - INTERSTATE POWER SYSTEMS, INC. 2,984.59R001202104-0110/18/2023221162INTERSTATE POWER SYSTEMS,…ANNUAL B INSPECTION - FIRE#… Vendor VEN09240 - INTERSTATE POWER SYSTEMS, INC. Total:2,984.59 Vendor: VEN09103 - IUOE CENTRAL PENSION FUND 8,256.00INV02543910/18/202316793IUOE CENTRAL PENSION FUND 10/05/23 BIWEEKLY PAYROLL … 8,256.00INV02545510/18/202316793IUOE CENTRAL PENSION FUND 10/19/23 BIWEEKLY PAYROLL … Vendor VEN09103 - IUOE CENTRAL PENSION FUND Total:16,512.00 Vendor: VEN06192 - JAMES FOHRMAN 113.182023101610/25/2023221238JAMES FOHRMAN REIMBURSEMENT - NRPA CO… Vendor VEN06192 - JAMES FOHRMAN Total:113.18 Vendor: VEN34140 - JEFF RYDEEN 17.552023101110/18/2023221163JEFF RYDEEN REIMBURSEMENT - TASER TRA… Vendor VEN34140 - JEFF RYDEEN Total:17.55 Vendor: VEN10080 - JEFFERSON FIRE & SAFETY INC 173.50IN30733910/18/202316794JEFFERSON FIRE & SAFETY INC FIRE UNIFORM EMBROIDERY Vendor VEN10080 - JEFFERSON FIRE & SAFETY INC Total:173.50 Vendor: VEN36581 - JEFFREY MARTIN 30.922023101010/18/2023221164JEFFREY MARTIN REFUND UB ACCOUNT#80005… Vendor VEN36581 - JEFFREY MARTIN Total:30.92 Vendor: VEN11026 - JENNARI GROUP 273.758741810/26/202316841JENNARI GROUP DOT INSPECTION, ENGINE INS… 1,700.608748110/26/202316841JENNARI GROUP RPL BLL JTS,OUTER TIE ROD,F… Vendor VEN11026 - JENNARI GROUP Total:1,974.35 Vendor: VEN12383 - JENNIFER LEVITT 29.002023101610/25/2023221239JENNIFER LEVITT RE-IMBURSEMENT- ICMA FO… 22.402023101610/25/2023221239JENNIFER LEVITT RE-IMBURSEMENT- COMPASS… 16.362023101610/25/2023221239JENNIFER LEVITT RE-IMBURSEMENT- COMPASS… Vendor VEN12383 - JENNIFER LEVITT Total:67.76 Vendor: VEN36591 - JEREMY OHMANN 251.682023101310/25/2023221240JEREMY OHMANN EMS PAYMENT REFUND -7/19… Vendor VEN36591 - JEREMY OHMANN Total:251.68 Vendor: VEN14023 - JERRY NOLAN 114.652023101310/25/2023221241JERRY NOLAN EMS PAYMENT REFUND - CHK… Vendor VEN14023 - JERRY NOLAN Total:114.65 Vendor: VEN10068 - JOHNSON BROTHERS LIQUOR CO. 38.50238998410/18/2023221165JOHNSON BROTHERS LIQUOR …ALCOHOL FOR CLUBHOUSE 763.88238998410/18/2023221165JOHNSON BROTHERS LIQUOR …ALCOHOL FOR CLUBHOUSE 38.50239590110/25/2023221242JOHNSON BROTHERS LIQUOR …DRINK FOR CLUBHOUSE 234.37239590110/25/2023221242JOHNSON BROTHERS LIQUOR …ALCOHOL FOR CLUBHOUSE 14.09666800510/25/2023221242JOHNSON BROTHERS LIQUOR …ALCOHOL FOR CLUBHOUSE Vendor VEN10068 - JOHNSON BROTHERS LIQUOR CO. Total:1,089.34 Vendor: VEN31197 - JT SERVICES OF MINNESOTA 2,973.60JT23-276-0610/26/202316842JT SERVICES OF MINNESOTA HIGH PRESSURE SODIUM LAM… Vendor VEN31197 - JT SERVICES OF MINNESOTA Total:2,973.60 Vendor: VEN31290 - JUDITH A GRAF 314.252023093010/18/202316795JUDITH A GRAF COUNCIL MTG/13A WORKSH… Vendor VEN31290 - JUDITH A GRAF Total:314.25 Vendor: VEN36602 - JUNE ROJAZ 200.002023101710/25/2023221243JUNE ROJAZ WATER EFFICIENCY REBATE - … Vendor VEN36602 - JUNE ROJAZ Total:200.00 Vendor: VEN36407 - KAP EDUCATION INC 70.001552110/18/2023221166KAP EDUCATION INC NAME PLATES FOR COUNCIL P… 75.001558010/25/2023221244KAP EDUCATION INC RIVER OAKS MUNI CUP TROP… Vendor VEN36407 - KAP EDUCATION INC Total:145.00 Expense Approval Report Payment Dates: 10/13/2023 - 11/2/2023 10/26/2023 5:27:26 PM Page 9 of 26 AmountPayable NumberPayment DatePayment NumberVendor Name Description (Item) Vendor: VEN36576 - KAREN COUEY 18.352023101010/18/2023221167KAREN COUEY REFUND UB ACCOUNT#10057… Vendor VEN36576 - KAREN COUEY Total:18.35 Vendor: VEN36023 - KEITH J THOMPSON 64.092022102610/18/2023221168KEITH J THOMPSON REFUND UB ACCT# 101196159… Vendor VEN36023 - KEITH J THOMPSON Total:64.09 Vendor: VEN32167 - KEVIN SICARD 54.222023101210/18/2023221169KEVIN SICARD REFUND UB ACCOUNT#10758… Vendor VEN32167 - KEVIN SICARD Total:54.22 Vendor: VEN35885 - KILLMER ELECTRIC CO INC 13,751.25J00272110/25/2023221245KILLMER ELECTRIC CO INC LED LIGHTING HOCKEY/PICKL… Vendor VEN35885 - KILLMER ELECTRIC CO INC Total:13,751.25 Vendor: VEN33490 - KNOWBE4, INC 2,138.40INV28148810/18/202316796KNOWBE4, INC PHISHING PREMIUM SUBSCRI… Vendor VEN33490 - KNOWBE4, INC Total:2,138.40 Vendor: VEN29232 - KRAUS-ANDERSON CONSTRUCTION COMPANY 516,701.996040510/25/2023221289KRAUS-ANDERSON CONSTRU…PYMT #7 - GLACIAL VALLEY PA… Vendor VEN29232 - KRAUS-ANDERSON CONSTRUCTION COMPANY Total:516,701.99 Vendor: VEN36579 - KRIS GORDON 300.002023101210/18/2023221170KRIS GORDON WATER EFFICIENCY REBATE - … Vendor VEN36579 - KRIS GORDON Total:300.00 Vendor: VEN36598 - LAURA LIEN 123.102023101110/25/2023221246LAURA LIEN EMS PAYMENT REFUND - PAID… Vendor VEN36598 - LAURA LIEN Total:123.10 Vendor: VEN36597 - LAURIE HAMPTON 98.272023101110/25/2023221247LAURIE HAMPTON EMS PAYMENT REFUND - PAID… Vendor VEN36597 - LAURIE HAMPTON Total:98.27 Vendor: VEN12341 - LAWSON PRODUCTS, INC 64.65931095930010/18/2023221171LAWSON PRODUCTS, INC HEX NUTS - STOCK 407.24931097978110/25/2023221248LAWSON PRODUCTS, INC HARDWARE,GRINDING DISCS,… 91.70931097978210/25/2023221248LAWSON PRODUCTS, INC SCREWS - SS100 SHOP SUPPLY Vendor VEN12341 - LAWSON PRODUCTS, INC Total:563.59 Vendor: VEN12370 - LEAGUE OF MINNESOTA CITIES INS TRUST 3,747.652143010/18/2023221172LEAGUE OF MINNESOTA CITIE…CLAIM #462319 - TIMOTHY M… 200.002143610/18/2023221172LEAGUE OF MINNESOTA CITIE…CLAIM #468444 - JONATHAN … 78.852146210/18/2023221172LEAGUE OF MINNESOTA CITIE…CLAIM #488273 - PATRICK NIC… 20,859.162148910/18/2023221172LEAGUE OF MINNESOTA CITIE…CLAIM #492644 - THEODORE… 172.792155110/18/2023221172LEAGUE OF MINNESOTA CITIE…CLAIM #495034 - JOSHUA JA… 367.752155210/18/2023221172LEAGUE OF MINNESOTA CITIE…CLAIM #495094- ANTHONY HE… Vendor VEN12370 - LEAGUE OF MINNESOTA CITIES INS TRUST Total:25,426.20 Vendor: VEN31896 - LEVANDER, GILLEN & MILLER, P.A. 80.002023093010/18/202316797LEVANDER, GILLEN & MILLER, …FURBER FARMS 1,824.002023093010/18/202316797LEVANDER, GILLEN & MILLER, …TOBACCO LICENSE REVOCATI… 2,704.002023093010/18/202316797LEVANDER, GILLEN & MILLER, …CANNABIS ORDINANCE 50.252023093010/18/202316797LEVANDER, GILLEN & MILLER, …MISCELLANEOUS PUBLIC WO… 2,765.002023093010/18/202316797LEVANDER, GILLEN & MILLER, …MAYOR & COUNCIL (RETAINE… 482.502023093010/18/202316797LEVANDER, GILLEN & MILLER, …EASTRIDGE WOODS 160.002023093010/18/202316797LEVANDER, GILLEN & MILLER, …TOBACCO ORDINANCE 304.002023093010/18/202316797LEVANDER, GILLEN & MILLER, …MISCELLANEOUS COMMUNITY… 608.002023093010/18/202316797LEVANDER, GILLEN & MILLER, …ELECTION MATTERS 48.002023093010/18/202316797LEVANDER, GILLEN & MILLER, …MISCELLANEOUS PARKS & RE… 240.002023093010/18/202316797LEVANDER, GILLEN & MILLER, …COTTAGE GROVE AREA CVB 32.002023093010/18/202316797LEVANDER, GILLEN & MILLER, …RYAN COMPANIES DEVELOPM… 1,628.002023093010/18/202316797LEVANDER, GILLEN & MILLER, …KWIK TRIP 3,352.002023093010/18/202316797LEVANDER, GILLEN & MILLER, …HOHENSTEIN REAL ESTATE 64.002023093010/18/202316797LEVANDER, GILLEN & MILLER, …WATERMAIN EXTENSION - G… 716.002023093010/18/202316797LEVANDER, GILLEN & MILLER, …EAST PT DOUGLAS/JAMAICA … Expense Approval Report Payment Dates: 10/13/2023 - 11/2/2023 10/26/2023 5:27:26 PM Page 10 of 26 AmountPayable NumberPayment DatePayment NumberVendor Name Description (Item) 468.002023093010/18/202316797LEVANDER, GILLEN & MILLER, …ACQUISITION OF MISSISSIPPI … 112.002023093010/18/202316797LEVANDER, GILLEN & MILLER, …LOW ZONE WATER TOWER 486.252023093010/18/202316797LEVANDER, GILLEN & MILLER, …61 MARINE 192.002023093010/18/202316797LEVANDER, GILLEN & MILLER, …TRELLIS-COTTAGE GROVE SEN… 517.502023093010/18/202316797LEVANDER, GILLEN & MILLER, …WOODWARD PONDS 4TH ADD… 660.002023093010/18/202316797LEVANDER, GILLEN & MILLER, …ANGELAYNE-7404 LAMAR AVE… 715.002023093010/18/202316797LEVANDER, GILLEN & MILLER, …THE VIEWS Vendor VEN31896 - LEVANDER, GILLEN & MILLER, P.A. Total:18,208.50 Vendor: VEN36152 - LIFE LINE BILLING SYSTEMS LLC 3,934.53LQ-00047110/18/2023221173LIFE LINE BILLING SYSTEMS LLC EMS SERVICES- SEP 2023 944.34LQ-00047110/18/2023221173LIFE LINE BILLING SYSTEMS LLC ACH RETURN 09/21 - 305-23-… Vendor VEN36152 - LIFE LINE BILLING SYSTEMS LLC Total:4,878.87 Vendor: VEN35351 - LINDSEY KOTHE 144.582023101010/18/2023221174LINDSEY KOTHE REFUND UB ACCOUNT#80004… Vendor VEN35351 - LINDSEY KOTHE Total:144.58 Vendor: VEN35101 - M/I HOMES 1,000.002023100210/18/2023221175M/I HOMES REFUND ESCROW - 9640 65TH… 1,000.002023100610/18/2023221175M/I HOMES REFUND ESCROW - 6693 JODY… 1,000.0020231006-A10/18/2023221175M/I HOMES REFUND ESCROW - 6697 JODY… 1,000.0020231006-B10/18/2023221175M/I HOMES REFUND ESCROW - 6689 JODY… Vendor VEN35101 - M/I HOMES Total:4,000.00 Vendor: VEN32230 - MANSFIELD OIL COMPANY 3,151.952466770010/18/202316799MANSFIELD OIL COMPANY 1,000 GAL UNLEADED GASOLI… 3,272.722469069310/26/202316843MANSFIELD OIL COMPANY 1,001 GAL DYED DIESEL 10,820.782469069410/26/202316843MANSFIELD OIL COMPANY 4,002 GAL UNLEADED GASOLI… Vendor VEN32230 - MANSFIELD OIL COMPANY Total:17,245.45 Vendor: VEN13494 - MARCO HOLDINGS, LLC 54.236241410/18/202316800MARCO HOLDINGS, LLC WEB FAX SERVICES - 09/16 - 1… Vendor VEN13494 - MARCO HOLDINGS, LLC Total:54.23 Vendor: VEN36595 - MARIAN FRANZ 116.142023101110/25/2023221249MARIAN FRANZ EMS PAYMENT REFUND - PAID… 95.702023101110/25/2023221249MARIAN FRANZ EMS PAYMENT REFUND - PAID… Vendor VEN36595 - MARIAN FRANZ Total:211.84 Vendor: VEN13668 - MARTIN-MCALLISTER 5,400.001563010/18/202316801MARTIN-MCALLISTER PERSONNEL EVALUATION - PE… Vendor VEN13668 - MARTIN-MCALLISTER Total:5,400.00 Vendor: VEN36575 - MARY PETRIE 26.872023101210/18/2023221176MARY PETRIE REFUND UB ACCOUNT#10251… Vendor VEN36575 - MARY PETRIE Total:26.87 Vendor: VEN36585 - MATTHEW & BIANCA LARUE 89.332023101010/18/2023221177MATTHEW & BIANCA LARUE REFUND UB ACCOUNT#80005… Vendor VEN36585 - MATTHEW & BIANCA LARUE Total:89.33 Vendor: VEN34151 - MAVERICK DRONE SYSTEMS LLC 381.171077310/26/202316844MAVERICK DRONE SYSTEMS L…DRONE SUPPLIES Vendor VEN34151 - MAVERICK DRONE SYSTEMS LLC Total:381.17 Vendor: VEN34894 - MCMASTER-CARR SUPPLY COMPANY 1,107.021509272810/18/2023221178MCMASTER-CARR SUPPLY C…SCREWS,WASHERS,LOCKNUT -… 101.331545655610/25/2023221250MCMASTER-CARR SUPPLY C…FLAP SANDING WHEELS - SS1… Vendor VEN34894 - MCMASTER-CARR SUPPLY COMPANY Total:1,208.35 Vendor: VEN13662 - MEDICA 4,878.7956973050946510/25/2023221251MEDICA COBRA PREMIUM- NOVEMBER… 5,244.1856973050946510/25/2023221251MEDICA MN STAT 299A.465 PREMIUM-… 19,185.4656973050946510/25/2023221251MEDICA EMPLOYEE PREMIUM- NOVE… 97,059.9556973050946510/25/2023221251MEDICA EMPLOYER PREMIUM- NOVE… Vendor VEN13662 - MEDICA Total:126,368.38 Expense Approval Report Payment Dates: 10/13/2023 - 11/2/2023 10/26/2023 5:27:26 PM Page 11 of 26 AmountPayable NumberPayment DatePayment NumberVendor Name Description (Item) Vendor: VEN13410 - MENARDS 4.988006310/18/202316802MENARDS GRINDING POINT WHEEL/WA… 51.738011710/18/202316802MENARDS GOOP TOWELS/MARKING PAI… 23.578013710/18/202316802MENARDS PVC/SPIGOT/CEMENT-STOR… 17.938014210/18/202316802MENARDS ELEC TAPE, TEFLON TAPE - SS… 15.998017510/18/202316802MENARDS FLEX BLADE SQUEEGEE - CITY … 2.788017910/18/202316802MENARDS WIRE HOOK - CITY HALL 97.108018310/18/202316802MENARDS TIME SWITCH/MOP BUCKET - … 90.658020010/18/202316802MENARDS MEASURING WHEEL/SAW CHA… 14.538020410/18/202316802MENARDS CABLE, CABLE CLAMPS - CENT… 17.978029710/18/202316802MENARDS 3 WIRE PLUG - CENTRAL FIRE 6.968031710/18/202316802MENARDS BOTTLED WATER 74.858031710/18/202316802MENARDS DISINFECTANT WIPES 98.778035810/18/202316802MENARDS DRILL BIT SET/HINGE/RING H… 1,600.008036810/26/202316845MENARDS DRIVEWAY MARKERS-SNOW P… 33.668040710/18/202316802MENARDS ALL PURPOSE STAKES - FORES… 11.988047310/18/202316802MENARDS PACKING TAPE 24.958052210/26/202316845MENARDS HARD HATS-STREETS 141.978052510/26/202316845MENARDS HARDBOARD/2X4/POSTS-PAR… 25.648063510/18/202316802MENARDS TRASH CAN LINERS 57.928065910/26/202316845MENARDS PINESOL/FILTERS-PW 15.478067610/26/202316845MENARDS POLYURTHANE SEALANT/WIN… 31.068068310/26/202316845MENARDS BOLTS/PVC/LOCK WASHERS/… 28.948069210/26/202316845MENARDS STAPLES FOR RANGE TARGETS 147.418069510/26/202316845MENARDS BARRICADE FENCE/CLEANER/… 119.708073210/26/202316845MENARDS SAND-HERO CENTER 59.978078410/26/202316845MENARDS TRASH CANS - PARKS 10.748078710/26/202316845MENARDS CLOROX WIPES 25.248089510/26/202316845MENARDS DRILL BITS Vendor VEN13410 - MENARDS Total:2,852.46 Vendor: VEN13411 - METROPOLITAN COUNCIL 111,825.002023100910/18/202316804METROPOLITAN COUNCIL SEPTEMBER 2023 SAC CHARG… -1,118.252023100910/18/202316804METROPOLITAN COUNCIL SEPTEMBER 2023 SAC CHARG… Vendor VEN13411 - METROPOLITAN COUNCIL Total:110,706.75 Vendor: VEN36596 - MICHAEL HALLAS 83.832023101110/25/2023221252MICHAEL HALLAS EMS PAYMENT REFUND - PAID… Vendor VEN36596 - MICHAEL HALLAS Total:83.83 Vendor: VEN31496 - MIDWAY FORD 404.9960991610/25/2023221253MIDWAY FORD PM, RPL FRONT BRAKE ROTO… 64.7979497710/18/2023221179MIDWAY FORD SWITCH - 1754/36494 299.9779515510/18/2023221179MIDWAY FORD BRK PADS, ROTORS, WIPERS - … 178.6679553610/18/2023221179MIDWAY FORD CALIPERS & CALIPER WASHERS… 390.9379584010/18/2023221179MIDWAY FORD BRAKE PADS, ROTORS - STOCK 94.4579634310/25/2023221253MIDWAY FORD BELT, VALVE STEMS,WIPERS - … 128.2279655710/25/2023221253MIDWAY FORD LOCK ASSEMBLY - 1504/36548 196.0279694210/25/2023221253MIDWAY FORD SHOCKS - STOCK 38.5279698610/25/2023221253MIDWAY FORD OIL FILTERS - STOCK -50.00CM79035310/18/2023221179MIDWAY FORD CREDIT - CALIPER CORE RETU… -50.00CM79553610/18/2023221179MIDWAY FORD CREDIT - CALIPER CORE CREDIT Vendor VEN31496 - MIDWAY FORD Total:1,696.55 Vendor: VEN35490 - MIDWEST WASH SYSTEMS LLC 920.171867110/18/202316805MIDWEST WASH SYSTEMS LLC BULK WASH,WAND - PW 282.851867210/18/202316805MIDWEST WASH SYSTEMS LLC CAR WASH Vendor VEN35490 - MIDWEST WASH SYSTEMS LLC Total:1,203.02 Vendor: VEN33770 - MILLE LACS CORPORATE VENTURES 297.00715310/18/2023221180MILLE LACS CORPORATE VEN…49ERS HOTEL CHARGES-08/18… 297.00715310/18/2023221180MILLE LACS CORPORATE VEN…49ERS HOTEL CHARGES-08/18… 297.00715310/18/2023221180MILLE LACS CORPORATE VEN…49ERS HOTEL CHARGES-08/18… 297.00715310/18/2023221180MILLE LACS CORPORATE VEN…49ERS HOTEL CHARGES-08/18… Expense Approval Report Payment Dates: 10/13/2023 - 11/2/2023 10/26/2023 5:27:26 PM Page 12 of 26 AmountPayable NumberPayment DatePayment NumberVendor Name Description (Item) 495.00715310/18/2023221180MILLE LACS CORPORATE VEN…49ERS HOTEL CHARGES-08/18… Vendor VEN33770 - MILLE LACS CORPORATE VENTURES Total:1,683.00 Vendor: VEN35690 - MINNESOTA AG POWER INC 1.54978614210/18/202316806MINNESOTA AG POWER INC STARTER ROPE 274.24979204310/26/202316846MINNESOTA AG POWER INC HYD QUICK COUPLER - 8403/3… 262.45979885510/26/202316846MINNESOTA AG POWER INC CENTER LINK - 8403/36554 274.24979886510/26/202316846MINNESOTA AG POWER INC HYD QUICK COUPLER - 8403/3… Vendor VEN35690 - MINNESOTA AG POWER INC Total:812.47 Vendor: VEN30384 - MINNESOTA GLOVE INC 51.8034300910/18/2023221181MINNESOTA GLOVE INC NITRILE GLOVES FOR DEPART… 134.9734301210/18/2023221181MINNESOTA GLOVE INC UNIFORM - MOEN 169.9834313010/25/2023221254MINNESOTA GLOVE INC UNIFORM JOECKEL - Vendor VEN30384 - MINNESOTA GLOVE INC Total:356.75 Vendor: VEN19306 - MN BUREAU OF CRIMINAL APPREHENSION 3,960.0076198610/18/2023221182MN BUREAU OF CRIMINAL AP…ANNUAL CJDN CHARGES 07/0… Vendor VEN19306 - MN BUREAU OF CRIMINAL APPREHENSION Total:3,960.00 Vendor: VEN13473 - MN CHILD SUPPORT CENTER 36.91INV02545810/18/2023221183MN CHILD SUPPORT CENTER 10/19/23 BIWEEKLY PAYROLL … Vendor VEN13473 - MN CHILD SUPPORT CENTER Total:36.91 Vendor: VEN13554 - MN DEPT OF EMPLOYMENT & ECONOMIC DEVEL 579.301652982910/18/2023221184MN DEPT OF EMPLOYMENT &…3RD QTR UNEMPLOYMENT B… 518.441652982910/18/2023221184MN DEPT OF EMPLOYMENT &…3RD QTR UNEMPLOYMENT B… 339.221652982910/18/2023221184MN DEPT OF EMPLOYMENT &…3RD QTR UNEMPLOYMENT B… 1,844.861652982910/18/2023221184MN DEPT OF EMPLOYMENT &…3RD QTR UNEMPLOYMENT B… Vendor VEN13554 - MN DEPT OF EMPLOYMENT & ECONOMIC DEVEL Total:3,281.82 Vendor: VEN13352 - MN DEPT OF HEALTH 31,745.522023102310/25/2023221255MN DEPT OF HEALTH 2023 3RD QTR WATER SUPPLY… Vendor VEN13352 - MN DEPT OF HEALTH Total:31,745.52 Vendor: VEN13393 - MN DEPT OF HEALTH 23.002023100610/18/2023221185MN DEPT OF HEALTH CLASS C OPERATOR LICENSE R… 23.0020231006-A10/18/2023221185MN DEPT OF HEALTH CLASS C OPERATOR RENEWAL … Vendor VEN13393 - MN DEPT OF HEALTH Total:46.00 Vendor: VEN13670 - MN DEPT OF LABOR & INDUSTRY 10.00ABR0311528X10/18/202316807MN DEPT OF LABOR & INDUS…UM PRESSURE VESSEL - FIRE# 4 50.00ABR0311529X10/18/202316807MN DEPT OF LABOR & INDUS…PRESSURE VESSEL - ICE ARENA 10.00ABR0311573X10/18/202316807MN DEPT OF LABOR & INDUS…PRESSURE VESSEL - FIRE# 3 40.00ABR0312247X10/18/202316807MN DEPT OF LABOR & INDUS…PRESSURE VESSEL - PUBLIC W… 60.00ABR0312647X10/18/202316807MN DEPT OF LABOR & INDUS…PRESSURE VESSEL, BOILER - FI… 20.00ABR0313040X10/18/202316807MN DEPT OF LABOR & INDUS…BOILER - HERO CENTER 9,464.60SEPTEMBER163030202310/18/202316807MN DEPT OF LABOR & INDUS…SEPTEMBER BLDG PERMIT SU… -189.29SEPTEMBER163030202310/18/202316807MN DEPT OF LABOR & INDUS…SEPTEMBER BLDG PERMIT SU… Vendor VEN13670 - MN DEPT OF LABOR & INDUSTRY Total:9,465.31 Vendor: VEN13481 - MN FIRE SERVICE CERTIFICATION BOARD 252.001190010/18/2023221186MN FIRE SERVICE CERTIFICATI…INSTRUCTOR CERITIFICATION … Vendor VEN13481 - MN FIRE SERVICE CERTIFICATION BOARD Total:252.00 Vendor: VEN29281 - MN PETROLEUM SERVICE 563.8413274710/25/2023221256MN PETROLEUM SERVICE RPL PUMP 3 HOSE & TROUBLE… Vendor VEN29281 - MN PETROLEUM SERVICE Total:563.84 Vendor: VEN13439 - MN POLLUTION CONTROL AGENCY 390.002023101110/18/2023221187MN POLLUTION CONTROL AG…WASTEWATER/COLLECTION C… 390.002023101110/18/2023221187MN POLLUTION CONTROL AG…WASTEWATER/COLLECTION C… 390.002023101110/18/2023221187MN POLLUTION CONTROL AG…WASTEWATER/COLLECTION C… 390.002023101110/18/2023221187MN POLLUTION CONTROL AG…WASTEWATER/COLLECTION C… 390.002023101110/18/2023221187MN POLLUTION CONTROL AG…WASTEWATER/COLLECTION C… Vendor VEN13439 - MN POLLUTION CONTROL AGENCY Total:1,950.00 Expense Approval Report Payment Dates: 10/13/2023 - 11/2/2023 10/26/2023 5:27:26 PM Page 13 of 26 AmountPayable NumberPayment DatePayment NumberVendor Name Description (Item) Vendor: VEN13463 - MTI DISTRIBUTING CO. 147.521405750-0110/18/202316808MTI DISTRIBUTING CO.COVER ASSEMBLY - 8513/364… 67.021408309-0010/26/202316847MTI DISTRIBUTING CO.V-BELT - 8502/36571 Vendor VEN13463 - MTI DISTRIBUTING CO. Total:214.54 Vendor: VEN35570 - MYRON DANIEL RUSSELL JR 365.002023101610/18/2023221188MYRON DANIEL RUSSELL JR COMPLETE DASHER AD FOR B… Vendor VEN35570 - MYRON DANIEL RUSSELL JR Total:365.00 Vendor: VEN30843 - NICK ARRIGONI 105.352023101210/25/2023221257NICK ARRIGONI REIMBURSEMENT - BLUE CAR… Vendor VEN30843 - NICK ARRIGONI Total:105.35 Vendor: VEN36587 - O.I.G. HOLDINGS LLC 93.342023101010/18/2023221189O.I.G. HOLDINGS LLC REFUND UB ACCOUNT#80005… Vendor VEN36587 - O.I.G. HOLDINGS LLC Total:93.34 Vendor: VEN15362 - OPUS21 MANAGEMENT SOLUTIONS 305.8623085410/18/202316809OPUS21 MANAGEMENT SOLU…UB CALL CENTER SUPPORT SE… 519.6123085410/18/202316809OPUS21 MANAGEMENT SOLU…UB POSTAGE SERVICES- AUGU… 952.0023085410/18/202316809OPUS21 MANAGEMENT SOLU…UB HOSTING SERVICES - AUG… 277.8023085410/18/202316809OPUS21 MANAGEMENT SOLU…UB BILL PRINT SERVICES- AUG… 1,228.0023085410/18/202316809OPUS21 MANAGEMENT SOLU…UB CALL CENTER SUPPORT SE… 2,075.0023085410/18/202316809OPUS21 MANAGEMENT SOLU…UB POSTAGE SERVICES- AUGU… 3,806.0023085410/18/202316809OPUS21 MANAGEMENT SOLU…UB HOSTING SERVICES - AUG… 1,111.0023085410/18/202316809OPUS21 MANAGEMENT SOLU…UB BILL PRINT SERVICES- AUG… 1,228.0023085410/18/202316809OPUS21 MANAGEMENT SOLU…UB CALL CENTER SUPPORT SE… 2,075.0023085410/18/202316809OPUS21 MANAGEMENT SOLU…UB POSTAGE SERVICES- AUGU… 3,806.0023085410/18/202316809OPUS21 MANAGEMENT SOLU…UB HOSTING SERVICES - AUG… 1,111.0023085410/18/202316809OPUS21 MANAGEMENT SOLU…UB BILL PRINT SERVICES- AUG… 307.0023085410/18/202316809OPUS21 MANAGEMENT SOLU…UB CALL CENTER SUPPORT SE… 519.0023085410/18/202316809OPUS21 MANAGEMENT SOLU…UB POSTAGE SERVICES- AUGU… 951.1023085410/18/202316809OPUS21 MANAGEMENT SOLU…UB HOSTING SERVICES- AUGU… 278.0023085410/18/202316809OPUS21 MANAGEMENT SOLU…UB BILL PRINT SERVICES- AUG… 287.6023090610/26/202316848OPUS21 MANAGEMENT SOLU…UB CALL CENTER SUPPORT SE… 670.5223090610/26/202316848OPUS21 MANAGEMENT SOLU…UB POSTAGE SERVICES- SEPT… 954.0023090610/26/202316848OPUS21 MANAGEMENT SOLU…UB HOSTING SERVICES- SEPT… 379.0023090610/26/202316848OPUS21 MANAGEMENT SOLU…UB BILL PRINT SERVICES- SEPT… 1,150.0023090610/26/202316848OPUS21 MANAGEMENT SOLU…UB CALL CENTER SUPPORT SE… 2,683.0023090610/26/202316848OPUS21 MANAGEMENT SOLU…UB POSTAGE SERVICES- SEPT… 3,815.0023090610/26/202316848OPUS21 MANAGEMENT SOLU…UB HOSTING SERVICES- SEPT… 1,517.0023090610/26/202316848OPUS21 MANAGEMENT SOLU…UB BILL PRINT SERVICES- SEPT… 1,150.0023090610/26/202316848OPUS21 MANAGEMENT SOLU…UB CALL CENTER SUPPORT SE… 2,683.0023090610/26/202316848OPUS21 MANAGEMENT SOLU…UB POSTAGE SERVICES- SEPT… 3,815.0023090610/26/202316848OPUS21 MANAGEMENT SOLU…UB HOSTING SERVICES- SEPT… 1,517.0023090610/26/202316848OPUS21 MANAGEMENT SOLU…UB BILL PRINT SERVICES- SEPT… 288.0023090610/26/202316848OPUS21 MANAGEMENT SOLU…UB CALL CENTER SUPPORT SE… 671.0023090610/26/202316848OPUS21 MANAGEMENT SOLU…UB POSTAGE SERVICES- SEPT… 954.5623090610/26/202316848OPUS21 MANAGEMENT SOLU…UB HOSTING SERVICES- SEPT… 379.0023090610/26/202316848OPUS21 MANAGEMENT SOLU…UB BILL PRINT SERVICES- SEPT… Vendor VEN15362 - OPUS21 MANAGEMENT SOLUTIONS Total:43,464.05 Vendor: VEN30439 - O'REILLY AUTO PARTS 14.463266-10554310/18/2023221190O'REILLY AUTO PARTS UNION,STEEL NUT,BRK LINE - … 99.553266-10569910/18/2023221190O'REILLY AUTO PARTS OIL FILTERS,BRK FLUID,GLASS … 71.383266-10573210/18/2023221190O'REILLY AUTO PARTS LIGHT BULBS - 1508/36513 9.003266-10575510/18/2023221190O'REILLY AUTO PARTS OIL FILTER - STOCK 45.983266-10596310/18/2023221190O'REILLY AUTO PARTS VAN BRUSH/WASH MOP-PAR… 56.973266-10599110/18/2023221190O'REILLY AUTO PARTS SERPENTINE BELT - 8603/365… 9.993266-10608810/18/2023221190O'REILLY AUTO PARTS JBWELD - 41MISC/36546 18.703266-10676410/25/2023221258O'REILLY AUTO PARTS CABIN FILTER - STOCK Vendor VEN30439 - O'REILLY AUTO PARTS Total:326.03 Expense Approval Report Payment Dates: 10/13/2023 - 11/2/2023 10/26/2023 5:27:26 PM Page 14 of 26 AmountPayable NumberPayment DatePayment NumberVendor Name Description (Item) Vendor: VEN31236 - OXYGEN SERVICE COMPANY, INC 153.88356502510/18/2023221191OXYGEN SERVICE COMPANY, …SMALL & MEDIUM CYLINDER … Vendor VEN31236 - OXYGEN SERVICE COMPANY, INC Total:153.88 Vendor: VEN33593 - PARMAN ENERGY GROUP 2,278.51168131-IN10/26/202316850PARMAN ENERGY GROUP OIL - STOCK Vendor VEN33593 - PARMAN ENERGY GROUP Total:2,278.51 Vendor: VEN34105 - PATCHIN MESSNER APPRAISALS, INC. 550.0022208C10/25/2023221259PATCHIN MESSNER APPRAISA…JAMAICA & EPD - LEGAL CON… Vendor VEN34105 - PATCHIN MESSNER APPRAISALS, INC. Total:550.00 Vendor: VEN35773 - PERFORMANCE FOOD GROUP INC 77.9775132710/18/2023221192PERFORMANCE FOOD GROUP …HAMBURGER BUNS WHITE 141.5675462710/18/2023221192PERFORMANCE FOOD GROUP …FOOD/SANITIZER/CONTAINER… 1,392.0275462710/18/2023221192PERFORMANCE FOOD GROUP …FOOD/SANITIZER/CONTAINER… 27.1775462710/18/2023221192PERFORMANCE FOOD GROUP …FOOD/SANITIZER/CONTAINER… 176.7475862710/25/2023221260PERFORMANCE FOOD GROUP …SALAD OIL, ALUMINIUM PANS… 1,001.0475862710/25/2023221260PERFORMANCE FOOD GROUP …FOOD FOR CLUBHOUSE 816.7875969410/25/2023221260PERFORMANCE FOOD GROUP …BEEF TENDERLOIN STEAK FOR… 299.0876261210/25/2023221260PERFORMANCE FOOD GROUP …SUPPLIES FOR CLUBHOUSE 1,543.2376261210/25/2023221260PERFORMANCE FOOD GROUP …FOOD FOR CLUBHOUSE 37.1476261210/25/2023221260PERFORMANCE FOOD GROUP …DRYGOODS FOR CLUBHOUSE 99.9676264610/25/2023221260PERFORMANCE FOOD GROUP …FRENCH FRIES/FOOD FOR CLU… Vendor VEN35773 - PERFORMANCE FOOD GROUP INC Total:5,612.69 Vendor: VEN34356 - PETER FISCHER 326.102023101210/25/2023221261PETER FISCHER REIMBURSEMENT - BLUE CAR… Vendor VEN34356 - PETER FISCHER Total:326.10 Vendor: VEN35652 - PLAYPOWER LT FARMINGTON INC 89,358.00140027382810/18/2023221193PLAYPOWER LT FARMINGTON …PINE TREE POND/IDEAL PARK … Vendor VEN35652 - PLAYPOWER LT FARMINGTON INC Total:89,358.00 Vendor: VEN16192 - PLUNKETT'S PEST CONTROL, INC 119.65823960110/18/2023221194PLUNKETT'S PEST CONTROL, I…SEPT GENERAL PEST CONTROL… 75.93825331210/18/2023221194PLUNKETT'S PEST CONTROL, I…SEPT GENERAL PEST CONTROL… 273.43825605910/18/2023221194PLUNKETT'S PEST CONTROL, I…SEPT GENERAL PEST CONTROL… 414.62825617010/18/2023221194PLUNKETT'S PEST CONTROL, I…SEPT GENERAL PEST CONTROL… 547.10825633110/18/2023221194PLUNKETT'S PEST CONTROL, I…SEPT GENERAL PEST CONTROL… 139.59825659210/18/2023221194PLUNKETT'S PEST CONTROL, I…SEPT RODENT CONTROL - FIRE… Vendor VEN16192 - PLUNKETT'S PEST CONTROL, INC Total:1,570.32 Vendor: VEN32477 - PRECISION LANDSCAPE AND TREE, INC 1,200.008760710/25/2023221262PRECISION LANDSCAPE AND T…BRUSH/WOOD DEBRIS REMO… Vendor VEN32477 - PRECISION LANDSCAPE AND TREE, INC Total:1,200.00 Vendor: VEN16138 - PUBLIC EMPLOYEES RETIREMENT ASSOCIATION 50,881.48INV02545910/18/202316811PUBLIC EMPLOYEES RETIREM…10/19/23 BIWEEKLY PAYROLL … 73,315.09INV02546010/18/202316811PUBLIC EMPLOYEES RETIREM…10/19/23 BIWEEKLY PAYROLL … Vendor VEN16138 - PUBLIC EMPLOYEES RETIREMENT ASSOCIATION Total:124,196.57 Vendor: VEN18051 - R & R SPECIALTIES OF WISCONSIN, INC 115.0079903-IN10/18/202316812R & R SPECIALTIES OF WISCO…BLADE SHARPENING Vendor VEN18051 - R & R SPECIALTIES OF WISCONSIN, INC Total:115.00 Vendor: VEN32756 - RAMSEY/WASHINGTON RECYCLING & ENERGY 562.80RESFA-00669110/18/2023221195RAMSEY/WASHINGTON RECY…TRASH DISPOSAL - SEPTEMBER… Vendor VEN32756 - RAMSEY/WASHINGTON RECYCLING & ENERGY Total:562.80 Vendor: VEN31949 - RED WING SHOE STORE 220.99728-1-12783710/18/202316813RED WING SHOE STORE UNIFORM - A KOERNER Vendor VEN31949 - RED WING SHOE STORE Total:220.99 Vendor: VEN35662 - RICHARD & GAIL HERNANDEZ 33.712021120810/25/2023221263RICHARD & GAIL HERNANDEZ REFUND UB ACCT# 800039840… Vendor VEN35662 - RICHARD & GAIL HERNANDEZ Total:33.71 Expense Approval Report Payment Dates: 10/13/2023 - 11/2/2023 10/26/2023 5:27:26 PM Page 15 of 26 AmountPayable NumberPayment DatePayment NumberVendor Name Description (Item) Vendor: VEN18156 - RIVER COUNTRY COOPERATIVE 1,049.1520567610/26/202316851RIVER COUNTRY COOPERATIVE 362.40 GAL UNLEADED GAS 865.6920567710/26/202316851RIVER COUNTRY COOPERATIVE 216 GAL DYED DIESEL Vendor VEN18156 - RIVER COUNTRY COOPERATIVE Total:1,914.84 Vendor: VEN30368 - RIVER STATES TRUCK AND TRAILER, INC 169.0695564810/18/202316814RIVER STATES TRUCK AND TRA…BELT TENSIONER - 8603/36502 Vendor VEN30368 - RIVER STATES TRUCK AND TRAILER, INC Total:169.06 Vendor: VEN36589 - ROBERT ZIETLOW 292.522023101310/25/2023221264ROBERT ZIETLOW EMS PAYMENT REFUND -CHK … Vendor VEN36589 - ROBERT ZIETLOW Total:292.52 Vendor: VEN36574 - ROBIN REED 1.002023100210/18/2023221196ROBIN REED REFUND ELECTRICAL PERMIT … 100.002023100210/18/2023221196ROBIN REED REFUND ELECTRICAL PERMIT … Vendor VEN36574 - ROBIN REED Total:101.00 Vendor: VEN36586 - ROSEMARIE VENTRONE 61.542023101010/18/2023221197ROSEMARIE VENTRONE REFUND UB ACCOUNT#10279… Vendor VEN36586 - ROSEMARIE VENTRONE Total:61.54 Vendor: VEN18016 - RUMPCA COMPANIES, INC. 40.003468510/25/2023221265RUMPCA COMPANIES, INC.2 YARD GARDEN MIX - PARKS 80.003468810/25/2023221265RUMPCA COMPANIES, INC.4 YARD GARDEN MIX - PARKS Vendor VEN18016 - RUMPCA COMPANIES, INC. Total:120.00 Vendor: VEN18055 - RUMPCA EXCAVATING, INC 396.901815710/25/2023221266RUMPCA EXCAVATING, INC 12'-48' HARD ROCK BOULDERS Vendor VEN18055 - RUMPCA EXCAVATING, INC Total:396.90 Vendor: VEN18084 - RYAN CONTRACTING CO 873,917.352023101011/02/202316859RYAN CONTRACTING CO PYMT 1 - GRANGE WATER MA… Vendor VEN18084 - RYAN CONTRACTING CO Total:873,917.35 Vendor: VEN36599 - SANDRA MAXWELL 112.652023101110/25/2023221267SANDRA MAXWELL EMS PAYMENT REFUND - PAID… Vendor VEN36599 - SANDRA MAXWELL Total:112.65 Vendor: VEN29489 - SCHILLING SUPPLY COMPANY 417.48924912-0010/26/202316852SCHILLING SUPPLY COMPANY CAN LINER / TOWELS 4.60933345-0010/26/202316852SCHILLING SUPPLY COMPANY ELECTRONIC TOWEL DISPENS… 244.05935170-0010/18/202316815SCHILLING SUPPLY COMPANY CANLINERS - CITY HALL 271.29936011-0010/18/202316815SCHILLING SUPPLY COMPANY BATH TISSUES/CANLINERS/T… 217.60937258-0010/26/202316852SCHILLING SUPPLY COMPANY CAN LINERS/PAPER TOWELL 26.14937315-0010/26/202316852SCHILLING SUPPLY COMPANY CAN LINERS Vendor VEN29489 - SCHILLING SUPPLY COMPANY Total:1,181.16 Vendor: VEN36577 - SCOTT TINUCCI 25.502023101210/25/2023221268SCOTT TINUCCI REFUND UB ACCT#100707685 … Vendor VEN36577 - SCOTT TINUCCI Total:25.50 Vendor: VEN36604 - SEA ELECTRIC 1.002023101710/25/2023221269SEA ELECTRIC REFUND ELECTRICAL PERMIT#… 40.002023101710/25/2023221269SEA ELECTRIC REFUND ELECTRICAL PERMIT#… Vendor VEN36604 - SEA ELECTRIC Total:41.00 Vendor: VEN31068 - SHI INTERNATIONAL CORP 10,496.78B1746403710/26/202316853SHI INTERNATIONAL CORP ADOBE PRO/CREATIVE CLOUD … Vendor VEN31068 - SHI INTERNATIONAL CORP Total:10,496.78 Vendor: VEN35426 - SIR LINES-A-LOT LLC 8,423.80H23-0403-00310/18/2023221198SIR LINES-A-LOT LLC 2023 JOINT STREET STRIPING … Vendor VEN35426 - SIR LINES-A-LOT LLC Total:8,423.80 Vendor: VEN35034 - SMOOT ENTERPRISES ADVANCED SPORTSWEAR LLC 875.501624510/18/202316816SMOOT ENTERPRISES ADVAN…ICE ARENA UNIFORM 44.001669810/18/202316816SMOOT ENTERPRISES ADVAN…UNIFORM - ERHARD Vendor VEN35034 - SMOOT ENTERPRISES ADVANCED SPORTSWEAR LLC Total:919.50 Expense Approval Report Payment Dates: 10/13/2023 - 11/2/2023 10/26/2023 5:27:26 PM Page 16 of 26 AmountPayable NumberPayment DatePayment NumberVendor Name Description (Item) Vendor: VEN19301 - SOLBERG AGGREGATE, INC 1,561.462797310/18/2023221199SOLBERG AGGREGATE, INC CLASS 5 - PW 1,561.462797310/18/2023221199SOLBERG AGGREGATE, INC CLASS 5 - PW 1,561.462797310/18/2023221199SOLBERG AGGREGATE, INC CLASS 5 - PW 1,415.442810910/18/2023221199SOLBERG AGGREGATE, INC RIPRAP/DUMP RECYCLE PER … Vendor VEN19301 - SOLBERG AGGREGATE, INC Total:6,099.82 Vendor: VEN36590 - SOM SURI 1,897.202023101310/25/2023221270SOM SURI EMS PAYMENT REFUND - 7/3 … Vendor VEN36590 - SOM SURI Total:1,897.20 Vendor: VEN19285 - SOUTH EAST TOWING INC 30.0023973510/25/2023221271SOUTH EAST TOWING INC TOW SERVICE - 2160/36540 221.2023984610/25/2023221271SOUTH EAST TOWING INC TOW SERVICE - 2155/36559 150.0023991110/25/2023221271SOUTH EAST TOWING INC CGPD IMPOUND 260.0024000810/25/2023221271SOUTH EAST TOWING INC TOW SERVICE - 3138/36609 Vendor VEN19285 - SOUTH EAST TOWING INC Total:661.20 Vendor: VEN30618 - SOUTH ST PAUL STEEL SUPPLY CO, INC 51.50116920110/25/2023221272SOUTH ST PAUL STEEL SUPPLY…STEEL - 4104/36534 86.98116921210/25/2023221272SOUTH ST PAUL STEEL SUPPLY…STEEL - 4104/36534 Vendor VEN30618 - SOUTH ST PAUL STEEL SUPPLY CO, INC Total:138.48 Vendor: VEN29560 - STANDARD INSURANCE COMPANY 18.082023102510/25/2023221273STANDARD INSURANCE COM…COBRA LIFE&LTD INS PREMI… 1,183.872023102510/25/2023221273STANDARD INSURANCE COM…EMPLOYER BASIC LIFE INS PR… 2,707.162023102510/25/2023221273STANDARD INSURANCE COM…EMPLOYEE LIFE INS PREMIUM… 3,145.562023102510/25/2023221273STANDARD INSURANCE COM…EMPLOYEE LTD INS PREMIUM… Vendor VEN29560 - STANDARD INSURANCE COMPANY Total:7,054.67 Vendor: VEN31218 - STANTEC CONSULTING SERVICES INC 6,161.65203339010/18/202316817STANTEC CONSULTING SERVI…AGGREGATE INDUSTRIES EIS … 102.00213338010/18/202316817STANTEC CONSULTING SERVI…1.5MG LOW ZONE ELEVEVAT… 1,885.57213338110/18/202316817STANTEC CONSULTING SERVI…CALAROSA 5TH ADDITION 8/5… 12,532.71213338210/18/202316817STANTEC CONSULTING SERVI…GRAYMONT VILLAGE 8/5/23-9… 88.00213338310/18/202316817STANTEC CONSULTING SERVI…CALAROSA 3RD ADDITION 8/5… 264.00213338410/18/202316817STANTEC CONSULTING SERVI…STREETS/TRANSPORTATION 8… 528.00213338510/18/202316817STANTEC CONSULTING SERVI…INFORMATION REQUEST 8/5/… 2,165.58213338510/18/202316817STANTEC CONSULTING SERVI…UTILITY BLDG PM 8/5/23-9/1/… 561.00213338610/18/202316817STANTEC CONSULTING SERVI…3M SETTLEMENT COMM 8/5/… 408.00213338610/18/202316817STANTEC CONSULTING SERVI…3M SETTLEMENT ADMIN 8/5/… 3,083.50213338610/18/202316817STANTEC CONSULTING SERVI…PFC ANALYSIS WELLS 9 & 11 8… 10,981.09213338710/18/202316817STANTEC CONSULTING SERVI…SUMMERS LANDING 3RD ADD… 11,051.79213338810/18/202316817STANTEC CONSULTING SERVI…SUMMERS LANDING 4TH ADD… 426.00213338910/18/202316817STANTEC CONSULTING SERVI…SUMMERS LANDING 5TH ADD… 561.00213339110/18/202316817STANTEC CONSULTING SERVI…GOODVIEW AVE WATERMAIN… 54,990.74213339210/18/202316817STANTEC CONSULTING SERVI…105TH ST/100TH ST/IDEAL AV… 8,473.71213339310/18/202316817STANTEC CONSULTING SERVI…SOUTH DISTRICT STREET & UT… 4,392.33213339410/18/202316817STANTEC CONSULTING SERVI…WELL 7 TEMP TREATMENT PL… 5,026.83213339610/18/202316817STANTEC CONSULTING SERVI…WELL 2 TEMP TREATMENT PL… 561.00213339710/18/202316817STANTEC CONSULTING SERVI…GRANGE TRUNK WATER MAIN… 6,744.50213339810/18/202316817STANTEC CONSULTING SERVI…MAINTENANCE FACILITY-ENG … 204.00213340110/18/202316817STANTEC CONSULTING SERVI…REMOTE SITES SCADA UPGRA… 1,610.00213340210/18/202316817STANTEC CONSULTING SERVI…2023 ROUTINE BRIDGE INSPE… 4,509.36213340610/18/202316817STANTEC CONSULTING SERVI…LOW ZONE WTP 8/5/23-9/1/23 14,847.78213340610/18/202316817STANTEC CONSULTING SERVI…LOW ZONE WTP 8/5/23-9/1/23 7,508.00213340810/18/202316817STANTEC CONSULTING SERVI…INTERMED ZONE WATER TRE… Vendor VEN31218 - STANTEC CONSULTING SERVICES INC Total:159,668.14 Vendor: VEN33489 - STEVEN MICHAEL WICKELGREN 180.00129510/26/202316854STEVEN MICHAEL WICKELGREN COUNSELING SERVICES - SEPT… Vendor VEN33489 - STEVEN MICHAEL WICKELGREN Total:180.00 Expense Approval Report Payment Dates: 10/13/2023 - 11/2/2023 10/26/2023 5:27:26 PM Page 17 of 26 AmountPayable NumberPayment DatePayment NumberVendor Name Description (Item) Vendor: VEN19525 - STRYKER SALES CORPORATION 8,370.00920475472210/18/202316819STRYKER SALES CORPORATION PROCARE SERVICE CONTRACT… Vendor VEN19525 - STRYKER SALES CORPORATION Total:8,370.00 Vendor: VEN31202 - SUPERIOR TURF SERVICES, INC 1,075.43458310/18/2023221200SUPERIOR TURF SERVICES, INC LAWN FERTILIZERS/CHEMICALS 446.74464510/25/2023221274SUPERIOR TURF SERVICES, INC PESTICIDES/FERTILIZERS Vendor VEN31202 - SUPERIOR TURF SERVICES, INC Total:1,522.17 Vendor: VEN36578 - SWEETSEL RAVELO 17.202023101210/25/2023221275SWEETSEL RAVELO REFUND UB ACCT#800049576 … Vendor VEN36578 - SWEETSEL RAVELO Total:17.20 Vendor: VEN19352 - SYSCO MINNESOTA INC. 837.2044789859210/26/202316855SYSCO MINNESOTA INC.CHEESE CURDS/PRETZELS/PA… 54.7544790399410/26/202316855SYSCO MINNESOTA INC.FOOD FOR ICE ARENA Vendor VEN19352 - SYSCO MINNESOTA INC. Total:891.95 Vendor: VEN20035 - T.A. SCHIFSKY & SONS INC 1,225.216973210/25/2023221276T.A. SCHIFSKY & SONS INC ASPHALT MIX Vendor VEN20035 - T.A. SCHIFSKY & SONS INC Total:1,225.21 Vendor: VEN35979 - TEESNAP LLC 12,810.002023-3120510/18/2023221201TEESNAP LLC SOFTWARE AS A SERVICE AN… Vendor VEN35979 - TEESNAP LLC Total:12,810.00 Vendor: VEN20049 - TENNIS ROLL OFF, L.L.C. 763.32372233210/18/2023221202TENNIS ROLL OFF, L.L.C.30 YRD RETURN METAL & WA… 763.32372233210/18/2023221202TENNIS ROLL OFF, L.L.C.30 YRD RETURN METAL & WA… 763.32372233210/18/2023221202TENNIS ROLL OFF, L.L.C.30 YRD RETURN METAL & WA… 763.32372233210/18/2023221202TENNIS ROLL OFF, L.L.C.30 YRD RETURN METAL & WA… Vendor VEN20049 - TENNIS ROLL OFF, L.L.C. Total:3,053.28 Vendor: VEN20038 - TENNIS SANITATION LLC 58.12366783410/18/2023221203TENNIS SANITATION LLC TRASH SERVICE - HERO CENT… Vendor VEN20038 - TENNIS SANITATION LLC Total:58.12 Vendor: VEN31391 - TERILYNN MALONE 9.072023101110/25/2023221277TERILYNN MALONE EMS PAYMENT REFUND - PAID… Vendor VEN31391 - TERILYNN MALONE Total:9.07 Vendor: VEN35024 - TERRAFORM POWER LLC 1,043.7820010020716410/26/202316856TERRAFORM POWER LLC SOLAR PRODUCTION CENTRAL… Vendor VEN35024 - TERRAFORM POWER LLC Total:1,043.78 Vendor: VEN32056 - THE COTTAGE GROVE PROFESSIONAL FIREFIGHTERS 600.00INV02545610/18/202316820THE COTTAGE GROVE PROFES…10/19/23 BIWEEKLY PAYROLL … Vendor VEN32056 - THE COTTAGE GROVE PROFESSIONAL FIREFIGHTERS Total:600.00 Vendor: VEN30281 - THOMSON REUTERS 220.9284905403210/18/2023221204THOMSON REUTERS INFORMATION CHARGES SEPT… Vendor VEN30281 - THOMSON REUTERS Total:220.92 Vendor: VEN33351 - TIME COMMUNICATIONS, INC 439.782003-10132310/25/2023221278TIME COMMUNICATIONS, INC ANSWERING SVC Vendor VEN33351 - TIME COMMUNICATIONS, INC Total:439.78 Vendor: VEN29205 - TOTAL MECHANICAL SERVICES, INC 914.25S801610/18/202316821TOTAL MECHANICAL SERVICES…ICE ARENA BOILER SERVICE 360.00S801910/18/202316821TOTAL MECHANICAL SERVICES…GLYCOL SYSTEM SERVICE Vendor VEN29205 - TOTAL MECHANICAL SERVICES, INC Total:1,274.25 Vendor: VEN20159 - TOTAL TOOL SUPPLY, INC. 532.96159607110/26/202316857TOTAL TOOL SUPPLY, INC.REDLITHIUM HIGH OUTPUT B… Vendor VEN20159 - TOTAL TOOL SUPPLY, INC. Total:532.96 Vendor: VEN20070 - TRAFFIC AND PARKING CONTROL CO, INC 1,954.30I76270710/18/202316822TRAFFIC AND PARKING CONT…8 RED LEDS/POST MOUNT/SI… Vendor VEN20070 - TRAFFIC AND PARKING CONTROL CO, INC Total:1,954.30 Expense Approval Report Payment Dates: 10/13/2023 - 11/2/2023 10/26/2023 5:27:26 PM Page 18 of 26 AmountPayable NumberPayment DatePayment NumberVendor Name Description (Item) Vendor: VEN35705 - TRAVIS MARK SCHUETTE 25.002760910/18/2023221205TRAVIS MARK SCHUETTE MILWAUKEE CHARGER - TOOLS Vendor VEN35705 - TRAVIS MARK SCHUETTE Total:25.00 Vendor: VEN20095 - TRI-STATE BOBCAT, INC. 1,834.25N1590010/18/202316823TRI-STATE BOBCAT, INC.EXCAVATOR AND BUCKET RE… Vendor VEN20095 - TRI-STATE BOBCAT, INC. Total:1,834.25 Vendor: VEN21625 - UNITED PARCEL SERVICE 53.00YY89040310/26/202316858UNITED PARCEL SERVICE MAILING TO OXFORD, FL Vendor VEN21625 - UNITED PARCEL SERVICE Total:53.00 Vendor: VEN21009 - US POSTAL SERVICE 5,000.002023101910/25/2023221279US POSTAL SERVICE POSTAGE ACCOUNT #600078… Vendor VEN21009 - US POSTAL SERVICE Total:5,000.00 Vendor: VEN35692 - VAN METER INC 82.80S012928436.00110/18/2023221206VAN METER INC FLUORESCENT LAMPS - FM 123.03S012934991.00110/25/2023221280VAN METER INC DIMMER - CITY HALL 450.49S012950917.00110/18/2023221206VAN METER INC PHIL SON 100W LIGHTS-STREE… 240.58S012961201.00110/25/2023221280VAN METER INC LIGHTBULBS - CH 77.26S012961201.00210/25/2023221280VAN METER INC LIGHT BULBS - CH -110.97SO12860705.00210/18/2023221206VAN METER INC RETURN WALL PLATES & SWI… Vendor VEN35692 - VAN METER INC Total:863.19 Vendor: VEN22353 - VERIZON WIRELESS 40.01994552959910/18/202316824VERIZON WIRELESS EMERGENCY MANAGEMENT … 1,259.48994552959910/18/202316824VERIZON WIRELESS POLICE DATA CARDS 09/29 - 1… 40.01994552959910/18/202316824VERIZON WIRELESS FIRE DATA CARDS 09/29 - 10/… 165.34994552959910/18/202316824VERIZON WIRELESS STREETS DATA CARDS 09/29 - … 35.01994552959910/18/202316824VERIZON WIRELESS PW ADMIN DATA CARDS 09/2… 630.72994552959910/18/202316824VERIZON WIRELESS PARKS DATA CARDS 09/29 - 1… -28.38994552959910/18/202316824VERIZON WIRELESS STORMWATER DATA CARDS 0… 40.01994552959910/18/202316824VERIZON WIRELESS GOLF DATA CARDS 09/29 - 10… 35.01994552959910/18/202316824VERIZON WIRELESS WELL 7 DATA CARDS 09/29 - 1… 404.93994552959910/18/202316824VERIZON WIRELESS WATER DATA CARDS 09/29 - … 55.61994552959910/18/202316824VERIZON WIRELESS SEWER DATA CARDS 09/29 - 1… 105.03994552959910/18/202316824VERIZON WIRELESS FIRE/EMS DATA CARDS 09/29 -… 10.30994552959910/18/202316824VERIZON WIRELESS FLEET DATA CARDS 09/29 - 10… 50.31994552959910/18/202316824VERIZON WIRELESS FACILITIES DATA CARDS 09/29 … 120.03994552959910/18/202316824VERIZON WIRELESS IT DATA CARDS 09/29 - 10/28… Vendor VEN22353 - VERIZON WIRELESS Total:2,963.42 Vendor: VEN34861 - VERMILLION ELEVATOR INC 298.7525674310/18/2023221207VERMILLION ELEVATOR INC EROSION BLEND - STORMWA… 950.0025674410/18/2023221207VERMILLION ELEVATOR INC STREETS FERTILIZER Vendor VEN34861 - VERMILLION ELEVATOR INC Total:1,248.75 Vendor: VEN22360 - VINCO, INC. 55,575.002023101610/25/2023221290VINCO, INC.PYMT #5 - GLACIAL VALLEY PA… Vendor VEN22360 - VINCO, INC. Total:55,575.00 Vendor: VEN23119 - WASHINGTON COUNTY FIRE CHIEFS ASSOC 150.002023-01910/18/2023221208WASHINGTON COUNTY FIRE …LEADERSHIP TRAINING COURS… Vendor VEN23119 - WASHINGTON COUNTY FIRE CHIEFS ASSOC Total:150.00 Vendor: VEN23139 - WASHINGTON COUNTY PUBLIC HEALTH & ENVIRONMENT DEPT 702.002023100110/18/202316825WASHINGTON COUNTY PUBLI…2024 WASH. CO. FOOD, POOLS… 196.982023101010/18/202316825WASHINGTON COUNTY PUBLI…SEPT 2023 ENVIRONMENTAL … 104.002023-PHE-121410/18/202316825WASHINGTON COUNTY PUBLI…VSQG HAZARDOUS WASTE CO… Vendor VEN23139 - WASHINGTON COUNTY PUBLIC HEALTH & ENVIRONMENT DEPT Total:1,002.98 Vendor: VEN34963 - WASTE MANAGEMENT OF MINNESOTA INC 503.888971330-2282-110/25/2023221281WASTE MANAGEMENT OF MI…COMPOST DUMPSTER SVC - O… Vendor VEN34963 - WASTE MANAGEMENT OF MINNESOTA INC Total:503.88 Expense Approval Report Payment Dates: 10/13/2023 - 11/2/2023 10/26/2023 5:27:26 PM Page 19 of 26 AmountPayable NumberPayment DatePayment NumberVendor Name Description (Item) Vendor: VEN32867 - WATER IN MOTION, INC 720.001210310/18/2023221209WATER IN MOTION, INC CS AUDIT/MISSISSIPPI DUNES… Vendor VEN32867 - WATER IN MOTION, INC Total:720.00 Vendor: VEN23122 - WEATHER WATCH INC 220.001231010/18/202316826WEATHER WATCH INC WEATHER SERVICE - Vendor VEN23122 - WEATHER WATCH INC Total:220.00 Vendor: VEN36580 - WESTON STUEDLE 15.822023101210/18/2023221210WESTON STUEDLE REFUND UB ACCOUNT#80004… Vendor VEN36580 - WESTON STUEDLE Total:15.82 Vendor: VEN35666 - WEX INC 49.959240805910/25/2023221282WEX INC FUEL CHARGES 22.369240805910/25/2023221282WEX INC FUEL CHARGES -0.779240805910/25/2023221282WEX INC FUEL CHARGES - REBATE Vendor VEN35666 - WEX INC Total:71.54 Vendor: VEN30736 - WOLD ARCHITECTS AND ENGINEERS, INC 6,384.888890610/18/2023221211WOLD ARCHITECTS AND ENGI…GLACIAL VALLEY PARK NEW B… 29,182.928899010/18/2023221211WOLD ARCHITECTS AND ENGI…PW UTILITY FACILITY Vendor VEN30736 - WOLD ARCHITECTS AND ENGINEERS, INC Total:35,567.80 Vendor: VEN24065 - XCEL ENERGY 251.4784483099510/25/2023221283XCEL ENERGY 8540 81ST ST S UNIT WELL 7 -… 83.2384782938810/25/2023221283XCEL ENERGY 7751 70TH ST S FEEDPOINT- 0… 186.7084788568910/25/2023221283XCEL ENERGY RAVINE PKWY LIGHTS - 09/06 -… 837.4584796001310/25/2023221283XCEL ENERGY TRAFFIC SIGNALS- 09/06 - 10/… 1,028.7784798629810/25/2023221283XCEL ENERGY 80TH/JAMAICA LIGHTS 08/13 -… 21.1384801605010/25/2023221283XCEL ENERGY 6044 IDEN AVE S FEEDPOINT- … 11.8184803933710/25/2023221283XCEL ENERGY 7863 JEFFERY AVE S FEEDPOI… 111.8884805551210/25/2023221283XCEL ENERGY 8503A JENSEN AVE S FEEDPOI… 126.3284805964910/25/2023221283XCEL ENERGY HERO CENTER GAS - 09/06 - 1… 88.6884806789610/25/2023221283XCEL ENERGY 6459 JENSEN AVE S FEEDPOIN… 77.3284807015210/25/2023221283XCEL ENERGY OAKWOOD PARK- 09/06 - 10/… 9.9884807214110/25/2023221283XCEL ENERGY 6384 HIGHLAND HILLS CURVE … 16.9484807930310/18/2023221212XCEL ENERGY TEMPORAY SIGN FOR E POINT… 670.5384875071410/25/2023221283XCEL ENERGY PRO SHOP -09/12 -10/11/23 1,985.4384875071410/25/2023221283XCEL ENERGY PUMPHOUSE -09/12 -10/11/… 233.7284875071410/25/2023221283XCEL ENERGY MAINT BLDG -09/12 -10/11/23 2,987.8184875071410/25/2023221283XCEL ENERGY CLUBHOUSE -09/12 -10/11/23 187.4784875363910/25/2023221283XCEL ENERGY LIFT STATION - 09/11 - 10/11/… 28.0984877979810/25/2023221283XCEL ENERGY SEWER LIFT STATION- 09/12 - … 103.3884880671110/25/2023221283XCEL ENERGY BOOSTER BYPASS- 09/12 - 10/… 169.4884881632510/25/2023221283XCEL ENERGY 8031 80TH ST S FEEDPOINT - … 75.3084882397210/25/2023221283XCEL ENERGY 8311 60TH ST S UNIT ST LIGHT… 128.7484882655310/25/2023221283XCEL ENERGY 6490 IDSEN AVE S FEEDPOINT-… 65.2284882875910/25/2023221283XCEL ENERGY 7064 W PT DOUGLAS RD S FE… 56.2584883156710/25/2023221283XCEL ENERGY 9200 GRANADA AVE S FEEDPO… 7,645.5784883167410/25/2023221283XCEL ENERGY HERO CENTER ELEC- 09/12 - 1… 16.0384883715510/25/2023221283XCEL ENERGY SETTLERS BLUFF LS/10294A G… 49.1784884183510/25/2023221283XCEL ENERGY 6424 HARKNESS AVE S FEEDP… 87.4084884324510/25/2023221283XCEL ENERGY 9750 65TH ST S FEEDPOINT - … 76.7984884396110/25/2023221283XCEL ENERGY 8500 95TH ST S UNIT TRAFFIC … 18.9084884425910/25/2023221283XCEL ENERGY 8193 GRANGE BLVD UNIT SIR… 215.7384885005610/25/2023221283XCEL ENERGY 8540 81ST ST S UNIT WELL 7 -… 44.4484885152210/25/2023221283XCEL ENERGY 6497 INSPIRE CIR S FEEDPOINT… 25.5784887015910/25/2023221283XCEL ENERGY 6527 GENEVIEVE TRL FEEDPO… 20.0884915137310/25/2023221283XCEL ENERGY GLENDENNING -09/12-10/11/… 39,091.8884915497310/25/2023221283XCEL ENERGY WATER- 09/11 - 10/11/23 42.5284929181210/25/2023221283XCEL ENERGY GLACIAL VALLEY PARK - 09/14 … 23,070.4884937519710/25/2023221283XCEL ENERGY ICE ARENA- 09/12 - 10/11/23 44.2884955143110/25/2023221283XCEL ENERGY C/D SIRENS - 09/18 - 10/17/23 Expense Approval Report Payment Dates: 10/13/2023 - 11/2/2023 10/26/2023 5:27:26 PM Page 20 of 26 AmountPayable NumberPayment DatePayment NumberVendor Name Description (Item) 563.8984966054910/25/2023221283XCEL ENERGY GLACIAL VALLEY PARK - 09/14… Vendor VEN24065 - XCEL ENERGY Total:80,555.83 Vendor: VEN36605 - XTREME ELECTRICAL SERVICES INC 64.002023101910/25/2023221287XTREME ELECTRICAL SERVICES…REFUND ELECTRICAL PERMIT#… Vendor VEN36605 - XTREME ELECTRICAL SERVICES INC Total:64.00 Vendor: VEN33052 - ZOHO CORPORATION 15,324.00238394010/18/202316827ZOHO CORPORATION ManageEngine Audit and EPM… Vendor VEN33052 - ZOHO CORPORATION Total:15,324.00 Grand Total:3,336,943.87 Expense Approval Report Payment Dates: 10/13/2023 - 11/2/2023 10/26/2023 5:27:26 PM Page 21 of 26 Report Summary Fund Summary Payment AmountFund 100 - GENERAL FUND 92,570.10 215 - RECYCLING 503.88 230 - SURFACE WATER MANAGEMENT 24,242.02 235 - SEALCOATING FUND 76.50 250 - ICE ARENA 30,504.56 255 - GOLF COURSE SPECIAL REVENUE FUND 27,110.41 265 - CG CONVENTION & VISITORS BUREAU 240.00 285 - ECONOMIC DEVELOPMENT AUTHORITY 12,083.00 286 - ECONOMIC DEVELOPMENT TRUST 9,901.71 290 - HERO CENTER OPERATIONS 11,585.38 455 - 3M SETTLEMENT - MPCA 1,019,942.36 510 - FUTURE PROJECTS 13,731.00 515 - PARK CAPITAL IMPROVEMENT FUND 103,109.25 520 - MSA CONSTRUCTION 329,461.44 560 - PAVEMENT MANAGEMENT 78,068.50 568 - DEVELOPER PETITIONED PROJECTS 22,458.88 570 - PARK TRUST 621,314.52 575 - WATER CONNECT/AREA 5,892.83 580 - SEWER CONNECTION/AREA 9,703.33 585 - STORM CONNECTION/AREA 30,238.34 610 - WATER OPERATING 139,292.38 620 - SEWER OPERATING 129,845.49 630 - STREET LIGHTS 12,750.82 660 - SOUTH WASHINTON COUNTY AMBUL 24,189.80 700 - SELF INSURANCE 33,286.00 710 - FLEET MAINTENANCE 42,294.78 720 - INFORMATION TECHNOLOGY 44,239.42 810 - DEVELOPER LETTER OF CREDIT 179,701.42 990 - PAYROLL FUND 288,605.75 3,336,943.87Grand Total: Account Summary Payment AmountAccount Number Account Name 100-00-9100-2034 COBRA INSURANCE 5,309.51 100-02-0110-4210 OP SUPPLY-OTHER 70.00 100-02-0110-4403 TRAVEL/TRAIN/CON 67.76 100-03-0150-4302 LEGAL SERVICE 8,369.75 100-04-0200-4300 PROF SERVICES 314.25 100-04-0200-4302 LEGAL SERVICE 608.00 100-09-2500-4210 OP SUPPLY-OTHER 333.83 100-09-2500-4270 OP SUP-VEH/EQ 282.85 100-09-2500-4272 OP SUP-BUILDINGS 772.32 100-09-2500-4305 FEES FOR SERVICE 547.10 100-09-2500-4311 POSTAGE 5,000.00 100-09-2500-4370 MAINT-REPAIR/EQ 293.95 100-09-2500-4372 MAINT-REPAIR/BLD 18.77 100-09-2500-4380 RENTAL/LEASE 343.85 100-13-1000-2041 SURCHARGE PAYABL 9,467.60 100-13-1000-3139 ELECTRICAL PERMITS 204.00 100-13-1000-3140 BUILDING PERMIT 41.50 100-13-1000-3519 OTHER CHARGE SVS -189.29 100-13-1000-4300 PROF SERVICES 336.90 100-14-2040-4301 ENGINEERING SVS 12,248.00 100-15-0400-4310 COMMUNICATION 40.01 100-15-0400-4360 UTILITIES 63.18 100-21-0500-4210 OP SUPPLY-OTHER 48.63 100-21-0500-4211 MOTOR FUELS 49.95 Expense Approval Report Payment Dates: 10/13/2023 - 11/2/2023 10/26/2023 5:27:26 PM Page 22 of 26 Account Summary Payment AmountAccount Number Account Name 100-21-0500-4217 CLOTHING/UNIFORM 18.99 100-21-0500-4300 PROF SERVICES 6,100.00 100-21-0500-4305 FEES FOR SERVICE 220.92 100-21-0500-4310 COMMUNICATION 1,259.48 100-21-0500-4311 POSTAGE 53.00 100-21-0500-4321 DATA PROCESSING 3,960.00 100-21-0500-4370 MAINT-REPAIR/EQ 1,127.17 100-21-0500-4403 TRAVEL/TRAIN/CON 367.55 100-21-0500-4405 CLEAN/WASTE REMV 104.00 100-21-0500-4449 OTHER CONTRACT 150.00 100-21-0532-4210 OP SUPPLY-OTHER 159.98 100-21-0537-4300 PROF SERVICES 197.49 100-26-0800-4210 OP SUPPLY-OTHER 246.18 100-26-0800-4211 MOTOR FUELS 22.36 100-26-0800-4217 CLOTHING/UNIFORM 205.94 100-26-0800-4272 OP SUP-BUILDINGS 272.72 100-26-0800-4305 FEES FOR SERVICE 568.95 100-26-0800-4310 COMMUNICATION 40.01 100-26-0800-4360 UTILITIES 1,043.78 100-26-0800-4370 MAINT-REPAIR/EQ 76.89 100-26-0800-4372 MAINT-REPAIR/BLD 3,017.09 100-26-0800-4403 TRAVEL/TRAIN/CON 2,453.87 100-31-1200-4147 UNEMPLOYMENT 579.30 100-31-1200-4210 OP SUPPLY-OTHER 24.95 100-31-1200-4216 FERTILIZER/CHEM 950.00 100-31-1200-4217 CLOTHING/UNIFORM 390.97 100-31-1200-4271 OP SUP-OTHER IMP 2,786.67 100-31-1200-4300 PROF SERVICES 73.42 100-31-1200-4310 COMMUNICATION 165.34 100-31-1200-4403 TRAVEL/TRAIN/CON 297.00 100-31-1200-4405 CLEAN/WASTE REMV 763.32 100-32-1260-4210 OP SUPPLY-OTHER 1,954.30 100-32-1260-4305 FEES FOR SERVICE 8,423.80 100-34-1290-4210 OP SUPPLY-OTHER 1,600.00 100-35-2005-4217 CLOTHING/UNIFORM 44.00 100-35-2005-4272 OP SUP-BUILDINGS 109.80 100-35-2005-4305 FEES FOR SERVICE 1,114.40 100-35-2005-4310 COMMUNICATION 35.01 100-35-2005-4372 MAINT-REPAIR/BLD 882.59 100-35-2009-4360 UTILITIES 20.08 100-36-2200-4210 OP SUPPLY-OTHER 124.31 100-41-1500-4210 OP SUPPLY-OTHER 363.93 100-41-1500-4271 OP SUP-OTHER IMP 1,561.46 100-41-1500-4272 OP SUP-BUILDINGS 157.07 100-41-1500-4300 PROF SERVICES 73.42 100-41-1500-4310 COMMUNICATION 630.72 100-41-1500-4360 UTILITIES 683.73 100-41-1500-4403 TRAVEL/TRAIN/CON 410.18 100-41-1500-4405 CLEAN/WASTE REMV 1,523.10 100-51-2300-4147 UNEMPLOYMENT 518.44 215-54-1900-4405 CLEAN/WASTE REMV 503.88 230-60-3200-4210 OP SUPPLY-OTHER 557.32 230-60-3200-4271 OP SUP-OTHER IMP 1,415.44 230-60-3200-4301 ENGINEERING SVS 16,117.00 230-60-3200-4310 COMMUNICATION -28.38 230-60-3200-4380 RENTAL/LEASE 1,834.25 230-61-3260-4305 FEES FOR SERVICE 593.46 230-61-3260-4311 POSTAGE 1,190.13 Expense Approval Report Payment Dates: 10/13/2023 - 11/2/2023 10/26/2023 5:27:26 PM Page 23 of 26 Account Summary Payment AmountAccount Number Account Name 230-61-3260-4321 DATA PROCESSING 1,906.00 230-61-3260-4340 PRINTING 656.80 235-00-1217-4301 ENGINEERING SVS 76.50 250-77-3700-4147 UNEMPLOYMENT 339.22 250-77-3700-4209 OP SUPPLIES-CLEN 217.45 250-77-3700-4210 OP SUPPLY-OTHER 180.00 250-77-3700-4217 CLOTHING/UNIFORM 875.50 250-77-3700-4302 LEGAL SERVICE 48.00 250-77-3700-4305 FEES FOR SERVICE 50.00 250-77-3700-4310 COMMUNICATION 37.83 250-77-3700-4341 ADVER/PUBLISH 365.00 250-77-3700-4360 UTILITIES 23,070.48 250-77-3700-4370 MAINT-REPAIR/EQ 1,389.25 250-77-3700-4372 MAINT-REPAIR/BLD 29.99 250-77-3700-4401 DUES & SUBS 702.00 250-77-3700-4438 VENDING RESALE 622.48 250-77-3740-4438 CONCESSIONS RESALE 2,577.36 255-53-2100-4147 UNEMPLOYMENT 1,844.86 255-53-2100-4210 OP SUPPLY-OTHER 75.00 255-53-2100-4305 FEES FOR SERVICE 96.19 255-53-2100-4310 COMMUNICATION 1,003.29 255-53-2100-4341 ADVER/PUBLISH 400.00 255-53-2100-4360 UTILITIES 670.53 255-53-2100-4438 PRO/MISC RESALE 865.00 255-55-2105-4210 OP SUPPLY-OTHER 472.91 255-55-2105-4211 MOTOR FUELS 1,914.84 255-55-2105-4216 FERTILIZER/CHEM 1,075.43 255-55-2105-4270 OP SUP-VEH/EQ 1.54 255-55-2105-4305 FEES FOR SERVICE 1,200.00 255-55-2105-4310 COMMUNICATION 214.23 255-55-2105-4372 MAINT-REPAIR/BLD 245.00 255-55-2105-4449 OTHER CONTRACT 396.90 255-55-2110-4310 COMMUNICATION 40.01 255-55-2110-4360 UTILITIES 2,219.15 255-56-2140-4210 OP SUPPLY-OTHER 695.35 255-56-2140-4305 FEES FOR SERVICE 233.84 255-56-2140-4341 ADVER/PUBLISH 400.00 255-56-2140-4360 UTILITIES 2,987.81 255-56-2140-4370 MAINT-REPAIR/EQ 80.16 255-56-2140-4436 CONCESSION RESAL 5,726.01 255-56-2140-4438 PRO/MISC RESALE 1,147.82 255-56-2140-4439 LIQUOR - RESALE 3,104.54 265-00-1150-4302 LEGAL SERVICE 240.00 285-12-1135-4300 PROF SERVICES 2,325.00 285-12-1135-4301 ENGINEERING SVS 4,746.00 285-12-1135-4302 LEGAL SERVICE 5,012.00 286-00-6700-4551 PROJECT-ENGINEER 9,901.71 290-00-2900-4210 OP SUPPLY-OTHER 81.33 290-00-2900-4305 FEES FOR SERVICE 20.00 290-00-2900-4360 UTILITIES 7,771.89 290-00-2900-4372 MAINT-REPAIR/BLD 282.84 290-00-2900-4405 CLEAN/WASTE REMV 3,229.33 290-00-2900-4530 MACH & EQUIPMENT 199.99 455-00-7210-4559 PROJECT-OTHER 969.00 455-00-7221-4551 PROJECT-ENGINEER 19,357.14 455-00-7222-4551 PROJECT-ENGINEER 7,508.00 455-00-7232-4551 PROJECT-ENGINEER 561.00 455-00-7232-4552 PROJECT-LEGAL 64.00 Expense Approval Report Payment Dates: 10/13/2023 - 11/2/2023 10/26/2023 5:27:26 PM Page 24 of 26 Account Summary Payment AmountAccount Number Account Name 455-00-7252-4380 RENTAL/LEASE 104,000.00 455-00-7252-4551 PROJECT-ENGINEER 9,419.16 455-00-7252-4559 PROJECT-OTHER 502.21 455-00-7260-4550 PROJECT-CONTRACT 873,917.35 455-00-7260-4551 PROJECT-ENGINEER 561.00 455-00-7262-4551 PROJECT-ENGINEER 3,083.50 510-00-6574-4551 PROJECT-ENGINEER 11,261.50 510-00-9510-4301 ENGINEERING SVS 2,469.50 515-00-9515-4540 OTHER CAP OUTLAY 103,109.25 520-00-6552-4551 PROJECT-ENGINEER 99,481.00 520-00-6552-4552 PROJECT-LEGAL 716.00 520-00-6552-4554 PROJECT-ROW/EASE 181,000.00 520-00-6552-4559 PROJECT-OTHER 16.94 520-00-6576-4551 PROJECT-ENGINEER 24,547.00 520-00-6577-4551 PROJECT-ENGINEER 23,700.50 560-00-6541-4551 PROJECT-ENGINEER 552.50 560-00-6575-4551 PROJECT-ENGINEER 59,919.50 560-00-6578-4551 PROJECT-ENGINEER 17,596.50 568-00-6625-4551 PROJECT-ENGINEER 22,458.88 570-00-9570-4300 PROF SERVICES 6,384.88 570-00-9570-4301 ENGINEERING SVS 7,049.50 570-00-9570-4302 LEGAL SERVICE 468.00 570-00-9570-4550 PROJECT-CONTRACT 607,092.14 570-00-9570-4551 PROJECT-ENGINEER 320.00 575-00-9575-4301 ENGINEERING SVS 5,780.83 575-00-9575-4302 LEGAL SERVICE 112.00 580-00-9580-4301 ENGINEERING SVS 9,703.33 585-00-9585-4301 ENGINEERING SVS 30,238.34 610-00-7261-4551 PROJECT-ENGINEER 38,093.00 610-00-9610-2220 DUE TO OTHER GOV 31,745.52 610-70-3000-4210 OP SUPPLY-OTHER 750.51 610-70-3000-4271 OP SUP-OTHER IMP 5,795.37 610-70-3000-4300 PROF SERVICES 64.03 610-70-3000-4301 ENGINEERING SVS 924.00 610-70-3000-4305 FEES FOR SERVICE 480.88 610-70-3000-4310 COMMUNICATION 404.93 610-70-3000-4360 UTILITIES 39,195.26 610-70-3000-4380 RENTAL/LEASE 1,767.56 610-70-3000-4403 TRAVEL/TRAIN/CON 1,123.00 610-70-3000-4405 CLEAN/WASTE REMV 763.32 610-70-3000-4449 OTHER CONTRACT 800.00 610-71-3060-4305 FEES FOR SERVICE 2,378.00 610-71-3060-4311 POSTAGE 4,758.00 610-71-3060-4321 DATA PROCESSING 7,621.00 610-71-3060-4340 PRINTING 2,628.00 620-00-9620-1191 A/R-UTILITY 1,076.54 620-00-9620-2042 SAC 111,825.00 620-80-3100-3739 MISC UTIL -1,118.25 620-80-3100-4310 COMMUNICATION 55.61 620-80-3100-4360 UTILITIES 231.59 620-80-3100-4403 TRAVEL/TRAIN/CON 390.00 620-81-3160-4305 FEES FOR SERVICE 2,378.00 620-81-3160-4311 POSTAGE 4,758.00 620-81-3160-4321 DATA PROCESSING 7,621.00 620-81-3160-4340 PRINTING 2,628.00 630-75-1400-4210 OP SUPPLY-OTHER 2,973.60 630-75-1400-4217 CLOTHING/UNIFORM 134.97 630-75-1400-4300 PROF SERVICES 36.71 Expense Approval Report Payment Dates: 10/13/2023 - 11/2/2023 10/26/2023 5:27:26 PM Page 25 of 26 Account Summary Payment AmountAccount Number Account Name 630-75-1400-4305 FEES FOR SERVICE 1,464.40 630-75-1400-4311 POSTAGE 1,190.00 630-75-1400-4321 DATA PROCESSING 1,905.66 630-75-1400-4340 PRINTING 657.00 630-75-1400-4360 UTILITIES 1,028.28 630-75-1400-4371 MAINT-REPAIR/OTH 450.49 630-75-1400-4403 TRAVEL/TRAIN/CON 780.00 630-75-1430-4360 UTILITIES 914.24 630-75-1440-4360 UTILITIES 1,028.77 630-75-1450-4360 UTILITIES 186.70 660-24-0330-4305 FEES FOR SERVICE 5,649.79 660-24-0600-4210 OP SUPPLY-OTHER 1,410.30 660-24-0600-4217 CLOTHING/UNIFORM 97.33 660-24-0600-4305 FEES FOR SERVICE 8,370.00 660-24-0600-4310 COMMUNICATION 105.03 660-24-0600-4370 MAINT-REPAIR/EQ 76.89 660-24-0600-4403 TRAVEL/TRAIN/CON 1,620.42 660-24-9660-1196 ACCTS REC-AMB LIFEQU…6,860.04 700-00-9700-4144 HEALTH INSURANCE 1,183.87 700-00-9700-4146 DISABILITY 5,244.18 700-00-9700-4300 PROF SERVICES 1,431.75 700-00-9700-4737 MEDICAL DEDUCTIBLE 25,426.20 710-33-1700-4210 OP SUPPLY-OTHER 153.88 710-33-1700-4212 LUB/ADD 2,278.51 710-33-1700-4231 SMALL TOOLS 2,198.53 710-33-1700-4270 OP SUP-VEH/EQ 15,198.87 710-33-1700-4310 COMMUNICATION 10.30 710-33-1700-4370 MAINT-REPAIR/EQ 2,890.54 710-33-1700-4403 TRAVEL/TRAIN/CON 297.00 710-33-1700-4405 CLEAN/WASTE REMV 913.32 710-33-1710-4211 MOTOR FUELS 17,244.68 710-33-1710-4305 FEES FOR SERVICE 563.84 710-33-1720-4310 COMMUNICATION 50.31 710-33-1720-4403 TRAVEL/TRAIN/CON 495.00 720-07-0380-4280 CAPITAL OUTLAY <$5,000 1,425.00 720-07-0380-4310 COMMUNICATION 2,045.24 720-07-0380-4321 DATA PROCESSING 40,769.18 810-00-8217-2310 DEPOSITS PAYABLE 63,045.00 810-00-9810-2310 DEPOSITS PAYABLE 116,656.42 990-05-9990-2010 PERA 124,196.57 990-05-9990-2032 GROUP INS-WTHHLD 116,245.41 990-05-9990-2033 DENTAL INS-WITH 10,815.90 990-05-9990-2035 LIFE INS-WITHHLD 2,930.00 990-05-9990-2037 CHILD SUPPORT 36.91 990-05-9990-2038 UNION DUES 600.00 990-05-9990-2043 DEFERRED COMP 29,835.40 990-05-9990-2044 ROTH 457 800.00 990-05-9990-2047 LONG TERM DISABILITY 3,145.56 Grand Total:3,336,943.87 Project Account Summary Payment AmountProject Account Key **None**1,545,873.49 01-23-001-ESC 19,356.50 01-23-002-ESC 660.00 01-23-008-ESC 400.50 01-23-009-ESC 2,171.00 01-23-013-ESC 1,713.00 Expense Approval Report Payment Dates: 10/13/2023 - 11/2/2023 10/26/2023 5:27:26 PM Page 26 of 26 Project Account Summary Payment AmountProject Account Key 01-23-014-ESC 495.00 01-23-015-ESC 192.00 01-23-016-ESC 1,410.00 02-23-005-ENG 76.50 02-23-006-ENG 59,919.50 02-23-010-ENG 23,700.50 02-23-011-ENG 38,093.00 02-24-001-ENG 17,596.50 05-23-007-CON 607,092.14 05-23-007-PRO 6,384.88 7210-00-OTH 969.00 7221-02-ENG 4,509.36 7221-03-ENG 14,847.78 7252-03-ENG 9,419.16 7252-04-OTH 502.21 7252-04-REN 104,000.00 7260-02-ENG 561.00 7260-03-CON 873,917.35 7262-02-ENG 3,083.50 Grand Total:3,336,943.87 1 City Council Action Request 13.A. Meeting Date 11/1/2023 Department Administration Agenda Category Action Item Title Fire Chief Candidate Interviews - St. Croix Room Staff Recommendation Conduct the Fire Chief Candidate Interviews - This Agenda item will be conducted in the St. Croix Room. Budget Implication N/A Attachments 1. Memo - Deputy Director of Public Safety Fire Chief Interviews To:Honorable Mayor and City Council Jennifer Levitt, City Administrator From:Peter Koerner, Director of Public Safety Date:October 27, 2023 Subject: DEPUTY DIRECTOR OF PUBLIC SAFETY/FIRE CHIEF INTERVIEWS Due to the upcoming retirement of Deputy Director of Public Safety/Fire Chief Rick Redenius, the department of Public Safety is in the final process of hiring the replacing the position. We posted the position and included a recruitment brochure. After review of the candidates applications, we narrowed the candidates to four qualified positions. We conducted interviews on October 19, 2023. The interviews were conducted by two panels. Panel A: Gwen Martin, Deputy Director/Emergency Management Gary Orloff, Streets Superintendent (former fire fighter) Brenda Malinowski, Finance Director Panel B: Peter Koerner, Director of Public Safety Emily Schmitz, Community Development Director Joe Fischbach, Human Resources John Wright, SPP Refinery Fire Chief/St Paul Park Fire Captain We identified the top two candidates as Jon Pritchard (Cottage Grove Fire/EMS Deputy Chief) Corey Larson (Cloquet Area Fire District Assistant Chief) and recommended they move forward in the process. The top two candidates were selected to undergo a full battery of tests administered by Martin- McAllister Consulting Psychologists office scheduled for October 27, 2023. The testing measures both candidate’s intelligence, leadership, management style, social skills, basic personality traits and communications skills. I will be speaking with Psychologist Norma DiLorenzo for a verbal report on Monday, October 30, 2023, and written assessment summaries will be provided to staff on Tuesday October 31, 2023. Prior to interviews, you will receive these evaluation reports along with your submitted applications and resumes. On November 1, 2023 from 6:00 pm to 7:00 pm, we are hosting a meet and greet event at the Central Fire Station for an opportunity for the community and staff to talk to the two candidates and provide feedback to the City Council. The Deputy Director of Public Safety/Fire interviews will be conducted at the November 1, 2023, regular City Council meeting. RECOMMENDATION Conduct interviews of the two Deputy Director of Public Safety/Fire Chief candidates.