Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
2023-10-18 Regular Packet (Public)
1 COTTAGE GROVE CITY COUNCIL October 18, 2023 12800 RAVINE PARKWAY SOUTH COTTAGE GROVE, MINNESOTA 55016 COUNCIL CHAMBER- 7:00 PM In accordance with the requirements of Minn. Stat. Section 13D.02, Councilmember Tony Khambata will appear remotely via interactive technology from the following public location: Hilton Garden Inn Conference Room 101 East Hiawatha Drive Wisconsin Dells, Wi 53965 1 Call to Order 2 Pledge of Allegiance 3 Roll Call 4 Open Forum 5 Adoption of Agenda 6 Presentations A Washington County Food Scrap Program Staff Recommendation: Receive the Washington County Food Scrap Presentation. 7 Consent Agenda A September 20, 2023, Special Meeting Minutes. Staff Recommendation: Approve the September 20, 2023, Special Meeting Minutes. B September 20, 2023, Regular Meeting Minutes. Staff Recommendation: Approve the September 20, 2023, Regular Meeting Minutes. C Rental License Approval Staff Recommendation: Approve the issuance of rental licenses to the properties in the attached table. D Commission Appointments Staff Recommendation: Approve the Mayors 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. E Appointments to the Convention and Visitors Bureau (CVB) Staff Recommendation: Appoint Councilmember Olsen as Chairman of the CVB. Appoint Erik Olson and Sarah Grecula to fill the two vacant positions on the CVB board. F Sergeant Positions Staff Recommendation: Approve two additional Sergeant positions for the 2024 budget. 2 G Sale of Surplus Property Staff Recommendation: Authorize Public Safety to trade in surplus equipment to Guardian Fleet Safety. H Dunkin’/Baskin Robbins – Usage of SAC Credits Staff Recommendation: Adopt Resolution 2023-135 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 Utilities and Engineering Division Building – Approve Plans and Specifications and Establish a Bid Date Staff Recommendation: 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 - Change Order #2 Staff Recommendation: Approve Change Order #2, thereby increasing the contract amount by $52,244.50 for a total contract amount of $2,595,136.44. 8 Approve Disbursements A Approve Disbursements 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. B Tall Weeds Assessment Hearing Staff Recommendation: 1. Hold Public Hearing. 2. Adopt resolution 2023-132, Adopting service charges for the removal of noxious weeds and plants from private property. 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. 10 Bid Awards 11 Regular Agenda 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 12 Council Comments and Requests 13 Workshops - Open to Public 14 License Revocation Hearing - Closed to Public A Motion to close the meeting pursuant to Minnesota Statutes, Section 13D.05, subdivision 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, subdivision 7. 15 Adjournment 1 City Council Action Request 6.A. Meeting Date 10/18/2023 Department Administration Agenda Category Action Item Title Washington County Food Scrap Program Staff Recommendation Receive the Washington County Food Scrap Presentation. Budget Implication Attachments None 1 City Council Action Request 7.A. Meeting Date 10/18/2023 Department Administration Agenda Category Action Item Title September 20, 2023, Special Meeting Minutes. Staff Recommendation Approve the September 20, 2023, Special Meeting Minutes. Budget Implication Attachments 1. 2023-09-20 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 MINUTES COTTAGE GROVE CITY COUNCIL September 20, 2023 COUNCIL CHAMBERS 12800 RAVINE PARKWAY SOUTH SPECIAL MEETING - 6:00 P.M. Amphitheater 1. CALL TO ORDER 2. ROLL CALL 3. Presentations A. Swearing-in and Badge Ceremony Staff Recommendation: Perform the Swearing-in and Badge Ceremony for Tou Vue, Sam Lemay, Casey Banken, Nick Linder, Bill King, Ben Ferderer, Richard Green, Emile Langer, Sam Anderson, and Terry Johnson. The Director of Public Safety, Pete Koerner, addressed everyone and noted that the Public Safety Department's goal has always been to offer the highest quality community-based services. Cottage Grove manages the Police, Fire, Ambulance, and Emergency Management Departments under the umbrella of Public Safety. This organizational structure guarantees that all of our departments serve the public with seamless, coordinated services. While some are having difficulty finding competent candidates, Cottage Grove continues to hire the finest. Director Koerner thanked Council for their support of the Public Safety Department. Captain Rinzel provided a personal background on the two officers sworn in, Tou Vue and Sam Lemay. Administrator Levitt swore each of them in. Fire Chief Rick Redenius addressed the fire department personnel and provided a personal background for each member: Casey Banken, Nick Linder, Bill King, Ben Ferderer, Richard Green, and Emile Langer. Eric Nybachen, Sam Anderson, and Terry Johnson. Administrator Levitt swore each of them in. 4. ADJOURNMENT The meeting was adjourned at 6:23 p.m. City Council Special Meeting Minutes September 20, 2023 Page 2 Minutes were transcribed by Tamara Anderson, City Clerk. 1 City Council Action Request 7.B. Meeting Date 10/18/2023 Department Administration Agenda Category Action Item Title September 20, 2023, Regular Meeting Minutes. Staff Recommendation Approve the September 20, 2023, Regular Meeting Minutes. Budget Implication Attachments 1. 2023-09-20 City Council Regular 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 September 20, 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 September 20, 2023, at Cottage Grove City Hall, 12800 Ravine Parkway. Mayor Pro Tem Steve Dennis called the meeting to order at 7:00 p.m., as Mayor Bailey is away on business. 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 - Not Present; Mayor Pro Tem Dennis - Here; Council Member Khambata - Here; Council Member Olsen - Here; Council Member Thiede - Here. Also present: Jennifer Levitt, City Administrator; Kori Land, City Attorney-LeVander, Gillen & Miller, PA; Tammy Anderson, City Clerk; Gretchen Larson, Economic Development Director/Acting Communications Director; Zac Dockter, Parks and Rec Director; Pete Koerner, Public Safety Director; Brenda Malinowski, Finance Director; Emily Schmitz, Community Development Director. 4. OPEN FORUM Mayor Pro Tem Dennis opened the Open Forum. As no one wished to address the Council, Mayor Pro Tem Dennis closed the Open Forum. 5. ADOPTION OF AGENDA Council Member Olsen made a motion to approve the agenda; second by Council Member Thiede. Motion carried: 4-0. City Council Meeting Minutes September 20, 2023 Page 2 6. PRESENTATIONS A. South Washington County School District’s Informational Presentation Staff Recommendation: Receive South Washington County School District’s presentation. Mayor Pro Tem Dennis introduced Julie Nielsen, Superintendent, and Dan Pyan, Director of Finance and Operations, who will give an informational update tonight on the School District. Superintendent Nielsen thanked the City for the ability to share their presentation. She stated their slogan for their campaign for November 7 is “Securing our Future and Supporting our Students.” She wants the City Council to know that they spent six-to- eight months going out and talking with community members, postcards were sent, and meetings were held; so, they really consider this to be our community’s plan. There were a number of priorities on the table, some that individuals wanted on the ballot, but some did not rise to that level just based on the community feedback. She noted there will be two bond questions on the ballot: Question 1: (Highest Priority) Safety and security enhancements, and expansions and renovations at our secondary schools. Cost Estimate: $160 Million. Question 2: Addresses elementary school space at schools expected to exceed capacity, and addition of a second set of restrooms at five elementary schools. Cost Estimate: $40 Million. So, the total cost of those two bond issues is $200 Million. Question 3: Capital Projects Levy (Technology Projects Levy), addresses infrastructure, safety and security related to technology. Tax Impact of Bond Questions: For Questions 1 & 2 on Median Home Value, which is $409,000 across South Washington County Schools, for both question, it would be a cost of $6 monthly, or $75 annually. Question 3 is our Technology Levy, levied over 10 years; we are actually revoking what we have and asking to increase that. Additional dollars would be $2.2 Million, for a total of $5 Million; that would have a tax impact of an additional $3 monthly, $36 annually, on a Median Home Value. Total Tax Impact: $6 for Bond Questions 1 & 2, plus $3 for Question 3, Capital Projects Levy, is a $9 total monthly cost for a home of median value. Bonds for Buildings: A Bond Referendum gives our voters the opportunity to authorize our District to raise construction funding through the sale of bonds. This is the only method to raise enough funds for new construction and extensive remodeling or expansion. People sometimes wonder why we don’t just use our General Fund, as we must have money in that. General Fund dollars are really for operations. We are not holding onto $200 Million, even in our General Fund. She displayed a sample ballot and noted it clearly states: By voting yes on this ballot question, you are voting for a property tax increase. Bond Question 1, if passed: City Council Meeting Minutes September 20, 2023 Page 3 *Construct new secured entryways at Park High School and Woodbury High Schools and Cottage Grove, Lake, and Woodbury Middle Schools. Those five schools currently do not have the highest secured entryway; she explained the different levels of security. Approximate Cost: $25 Million *Planned addition at East Ridge High School and renovations at Park and Woodbury High Schools. Approximate Cost: $105 Million *Planned addition at Oltman Middle School and small renovation at Woodbury Middle School, filling in the pool and making that usable space. Approximate Cost: $30 Million Those things would occur within approximately three years. Bond Question 1, if it does not pass: *Bond Question 2 also fails because Bond Question 2 is contingent upon Bond Question 1 passing. *Because Bond Question 2 fails if Bond Question 1 fails, attendance boundary changes at elementary schools will be implemented for the 2024-2025 school year. *Considering alternative scheduling and course delivery options for high schools. *Reviewing grade configurations at all levels, as East Ridge High School is at about 130%+ capacity, Woodbury and Park are very close to that. By changing high school attendance boundaries, we would not really get any different results except overcrowding another school even more. Bond Question 2, if passed: *Elementary School Additions in areas where we are most growing: Pine Hill, Red Rock, Bailey, and Grey Cloud. Approximate Cost: $31 Million. *Construction of additional restrooms at elementary schools only containing a single set/four stalls: Crestview, Hillside, Pine Hill, Pullman, and Royal Oaks. Approximate Cost: $9 Million. Approximate total cost for both=$40 Million, or $1 per month. Bond Question 2, if it does not pass: *Attendance boundary changes would occur at the elementary level for the 2024-2025 school year. Dan Pyan will speak about that. *The five elementary schools above will continue with one set of restrooms. Director Pyan stated if both Question 1 and Question 2 pass, there will not be any elementary school boundary changes for the 2024-2025 school year. If Question 1 passes, and Question 2 fails, then we will implement these attendance boundary changes at the elementary schools for the 2024-2025 school year. Some middle school boundaries will be adjusted to keep elementary school cohorts together as much as possible. At this time, there will be no changes to high school boundaries. With the potential boundary changes, we wanted to know how many students this would affect if the boundary changes had to be made. Using last year’s student totals as a sample base, it would affect about 427 students, which is about 310 to 320 families. On our website, under Facility Planning, there are maps also Boundary Change information; anybody who wants to know where their child will attend elementary school next year if Question 2 does not pass can simply go on there, type in their home address, and it will show the elementary, middle, and high schools their children would be attending. City Council Meeting Minutes September 20, 2023 Page 4 Question 3 is a Capital Projects Levy, so this is a levy and not a bond; this one is not contingent on either Question 1 or Question 2, it’s simply asking the voters if we can levy more for capital projects related solely to technology. This will provide funds for improved instructional technology, support staffing, maintenance, and support for student and staff devices, and of course to enhance technology infrastructure and enhance technology security. The question on the ballot will read: Shall the revocation of the existing capital project levy authorization and the replacement with a new capital project levy authorization proposed by the Board of Independent School District No. 833 (South Washington County Schools), Minnesota, be approved? He noted that will change it from $2 Million to $5 Million. Once again, it reads, By voting “yes” on this ballot question, you are voting for a property tax increase. As we connected with community members for feedback about the upcoming bond referendum, safety and security rose to the top of all the priorities. This levy will address safety and security related to technology; it seems like almost every week now another School District’s technology has been compromised by ransomware, etc. We’d use these dollars to beef up our cybersecurity. The levy is based on a tax rate, and as property values go up, it raises more money. If this is approved, the tax impact is about $3 per month on a median-valued home in our District. Right now, we levy about $137 per student; if this passes, our number will probably go up to about $270 per student. Question 3, if it passes: *Enhance cybersecurity *Maintain technology infrastructure *Upgrade security cameras *Expand digital access to curriculum and learning tools *Update educational and business software licensing *Maintain the devices distributed to students and staff during the pandemic with a refresh cycle to keep devices updated Question 3, if it fails: *Device and technology costs would come from the General Fund *Technology support and device maintenance for families and staff would be limited *Device upgrade cycles would be delayed Summary Two Bond Questions: Question 1 is about safety and security enhancements, expansions and renovations at secondary schools; Question 2 addresses elementary school space issues at schools projected to exceed capacity, and addition of a second set of restrooms at five elementary schools. Question 3 is a Capital Projects Levy (Technology Projects Levy): Is not contingent on the other two questions, addresses infrastructure and safety and security relating to technology. Director Pyan stated if all three ballot questions pass, it would mean a $9 per month tax increase on a median value home of $409,000. City Council Meeting Minutes September 20, 2023 Page 5 Superintendent Nielsen added on their website www.sowashco\facilityplanning, there is a tax calculator, a boundary calculator, and all of the important information can be found there, including polling locations, etc. She thanked the Council for their time, we really appreciate that you take time each year to hear our presentation and our ask of our community. Mayor Pro Tem Dennis stated he appreciated both of them speaking tonight. He asked if any Council Members had any questions. Council Member Olsen thanked both Julie and Dan for being here. He applauds that they went back to the drawing board and really engaged in community outreach to try to better understand the pulse of the community. He thinks they captured what seems to be most important to residents. He asked how do they differentiate for the voter that you’re trying to educate between what you’re attempting to accomplish and just the regular funding of the schools. He guarantees there’s somebody who’s going to say, well, the legislature passed an awesome education bill, why do they need more money? How do you educate that person and help them understand the differences between the two? Superintendent Nielsen replied they have tried to have updates once a month on finances, to talk about different funding streams, how those come in, including the one- time COVID dollars that got School Districts got. We had to be careful about what we spent it on. He’s correct, as we hear we got so much from the State; we also have to consider the legislative expectations that came out of the legislature and the impact of those individual items that were approved, and what those items are going to cost us. Implementing law comes at a cost; one example is the Read Act, which we 120% support students being literate. Part of it is also professional development for our staff, and that’s going to take a day each month to implement and make sure our staff is trained. So, while there were some additional dollars out there from the State, it feels like it was a landslide, but in the implementation portion of it, that’s not what we see when we look at our overall budget. She let Director Pyan address the specifics. Council Member Olsen stated there are unfunded mandates, and the State just made some long overdue corrections on some of the mandates they’ve placed in the past. Director Pyan stated he always hopes people remember that bonds are for building, and levies are for learning. Our operations are all concentrated on learning. If you look at a dollar bill, all but 15% of our expenses goes directly into the classroom or it goes to cleaning the classroom or it goes to bringing kids to the classroom. It’s just the way that buildings are funded in Minnesota for School Districts; he doesn’t have expertise on how cities do it, but he knows you run into the same issues. We are not part of the State Bonding Bill, so they’ve said if you want to build a building, you’re going to have to ask the taxpayers to borrow a lot of money; that’s the only way we can do it, so hopefully, they just remember that it’s a bond, they’re building something. It’s tangible, they’ll see it go up, they’ll see some kind of improvement. With the levy, it’s day-to-day operations. As we look at the money we got from the State, it was very good news. If you look at Special Education, the difference of what we take from General Fund operations to fund City Council Meeting Minutes September 20, 2023 Page 6 what’s not funded by the State for Special Education, for us it’s about a $22 Million difference. The State put a lot of money towards it, but they only put so much; they cut into like half of it. So, we’re still looking at $11 Million deficit; it’s just a matter of explaining where the money came from and where it’s going. Council Member Olsen stated he asked the same question last year, focusing on Special Ed; he has a son with autism, and he had a wonderful educational experience all the way through his time in ISD 833 schools. It was very clear that there was expense associated with that, and the State is famous for unfunded mandates. He appreciated their explanation, and they made some big changes, but perhaps they were just correcting what should have been dealt with previously. He thanked them again. Council Member Khambata stated from what he remembered from the bond and levy questions last year, he got some feedback from people with whom he communicated on a personal level that they were frustrated that we keep going back and asking for more money. He reminded them that the School District again bonds are for building, levies are for learning, and they stated they didn’t realize that. So, he thinks many people really don’t understand how schools operate or how they’re funded, anymore than when we need to raise taxes, they ask why do we need to raise taxes. We have to pay for certain things that are required by the City, and schools have to pay for certain things that are required in order for our kids to get a proper education. He asked them to repeat the website information and what some of those links are, so in the future, when he’s asked these same questions, he can direct them to what he thought was a pretty good explanation of where the money goes and what it does. Many people he spoke with last year either hadn’t taken any initiative to go find that information or didn’t think it was readily available. Superintendent Nielsen stated they heard that through their community sessions, because there aren’t local newspapers, that it’s really difficult. Residents in our communities aren’t searching out our website, looking for information, so we were intentional about having cards that got mailed out. As a result of our failed election last August, our Communications Department is now doing a quarterly mailing; so, all residents should have gotten one as we opened the school year, and now, in the middle of October, we will be doing another one that will go out to all of our taxpayers. Again, we want to talk about the School District, but we also want to make sure that individuals who don’t have kids in school are informed on what’s happening. We have great systems for our families who have children in schools and in programming, but for other people within our communities, our outreach now will be through that quarterly mailing. Director Pyan stated our website is sowashco.org\facilityplanning, so it’s easy to remember. Council Member Khambata stated he appreciated that information. Mayor Pro Tem Dennis thanked them again for being here to speak to the Council. B. Public Works & Parks Open House Overview Staff Recommendation: Receive information about the Public Works & Parks Open House. City Council Meeting Minutes September 20, 2023 Page 7 Mayor Pro Tem Dennis stated Ryan Burfeind, Public Works Director, will provide a little bit of an overview on the Public Works & Parks Open House. Director Burfeind stated our Public Works & Parks Open House is tomorrow night, September 21, from 3:00 to 7:00 p.m., at our Public Works facility, off West Point Douglas Road and the Jamaica Avenue roundabout; it is on the south side of Highway 61. This is something we do every other year. We invite the whole community, we open our facility, and we have all of our different pieces of equipment out. You can see loaders and dump trucks, our paver, our graders, mowers, all of our equipment. We also allow people to get in a loader, and children, with the assistance of our staff, can actually drive a loader and scoop into the bit sealcoat rock pile. There are lots of other fun things with vendors in our big truck bay. We’ll also have facepainting, balloons, a bounce house, and we also do hayrides around the property. It’s a really good time, the weather is going to be great tomorrow night, more like early August than late September, but it will be sunny and nice. He thanked all of our staff, as this is a huge amount of work from Public Works and Parks & Rec to plan this event and get everything cleaned up. It’s actually really great because it gives a good excuse to clean all of the equipment, and clean all of our wash bays and the different equipment bays. He invited everyone to come down and get a hot dog with the family and have a good time. Mayor Pro Tem Dennis stated he knows they always do a great job, as he’s attended that a few times over the years. It’s very well attended, and he thinks especially with tomorrow’s weather, it will be good, and the hot dogs are amazing, too. He thanked everyone down there for all of their hard work. C. HERO Center Open House Overview Staff Recommendation: Receive HERO Center Open House Overview. Peter Koerner, Public Safety Director, kiddingly stated we’re going to try to outdo the Public Works & Parks Open House; they’ll have a phenomenal Open House tomorrow. Next week, Monday night, September 25, from 4:00 to 7:00 p.m., we’ll have a HERO Center Open House. This is a joint Open House with the City of Woodbury because we’re co-owners of the HERO Center. Last year, we did both, our Public Safety Department and the HERO Center, and it really stretched people thin; so, this year, we’re putting all efforts on the HERO Center. There are a few events listed on our flyer, but what he thinks is really cool about our Open House is Dan Schoen, our Community Engagement Officer, has been working with a lot of our partners, so the BCA Mobile Crime Lab is coming, Washington County Mounted Patrol, our partners, Woodbury Police, and even the State Patrol Aviation and Minnesota Air Rescue Team. He thinks it will show the community all the different partnerships. We’d love to see the Council Members and community members there. He's hoping for good weather, just like Public Works & Parks is going to have tomorrow night. City Council Meeting Minutes September 20, 2023 Page 8 Mayor Pro Tem Dennis stated hopefully the weather will cooperate. He noted that earlier this evening, we had a swearing in of some new police officers and firefighters. Not only our organization, but also Woodbury does an excellent job of providing excellent service to all communities, with our mutual aid response. Having the HERO Center here and the advantages that that’s brought to our community has been absolutely amazing; he knows it has saved us a lot of money in travel expense, etc., and it’s great to have all those training opportunities right here in our back yard. We’ll be looking forward to that. He thanked Director Koerner for speaking here tonight and told him to keep up the good work. Director Koerner stated he hopes to see everyone there, and thanked Mayor Pro Tem Dennis for his words. 7. CONSENT AGENDA Mayor Pro Tem Dennis noted that with Item P, Kwik Trip Development-Escrow Agreement, we usually don’t have speakers on Consent Agenda items, but a special guest is here tonight, Lisa Watson, the Real Estate Manager for Kwik Trip. Kwik Trip conducts business in six different states, and they’re looking to bring an investment to the City of Cottage Grove. Gretchen Larson, our Economic Development Director, introduced Lisa. Mayor Pro Tem Dennis welcomed her to the City of Cottage Grove. Lisa Watson thanked the Council and Cottage Grove team, as she’s been working this opportunity since she joined Kwik Trip in April. We are very excited to come to this community, as it’s the first Kwik Trip here; we have continued expansion throughout the Twin Cities and the six states. We have been fortunate enough to work with the Cottage Grove team. She displayed a prototype rendering of the Cottage Grove location; this is what we call a Gen 3 store, which is 9,200 square feet, which has: An expanded grocery area with an island for fruit and vegetables, expanded refrigerated section, an expanded pop, water, walk-in cooler, so you can buy 12 packs or larger that are already chilled for your own special events There’s a nice seating area for those people who want to be able to walk in and have a cool place to sit and eat their lunch, with 10-to-12 high-top and low-top seating areas to provide an additional site, and also some nice outside seating There’s a side diesel canopy that provides opportunities for larger trucks and RVs, so they’re able to pull behind the building, to not interrupt the traffic flow under the gas canopies There are dual stations on the five aisles, to handle a lot of traffic A two-bay car wash, so there should be no backup of car wash lines at the facility Care and effort taken in our landscape and design plans to ensure that we have technically a LEED-certified building; we control light pollution on our site, a building that she thinks far surpasses any other convenience store here We are excited to be a part of this community, and we significantly give back to our communities; during the grand opening process, we typically pick two organizations to which we give donations. We will be reaching out as to what those two organizations will be, maybe police, fire, or another significant organization in the community. We welcome this opportunity, and we’re excited to be here. Thank you for having us. City Council Meeting Minutes September 20, 2023 Page 9 Mayor Pro Tem Dennis thanked Lisa, said we’ve been anticipating partnership with Kwik Trip for years, and we know that you will be a great corporate partner and will do excellent things for the City of Cottage Grove. Council Member Thiede stated just so there’s no confusion, this will be a Kwik Trip because Kwik Star is what you’re called in Iowa. Lisa replied this was a rendering done for another state, and to clarify, the reason there is Kwik Star is because Quik Trip, with a Q, already has the naming rights in some of those other states. So, this is a Kwik Trip, but it’s named Kwik Star. We hope to have one of the biggest grand openings, so she asks the community to come out and support us when that happens. We’d love to be able to list you in our books as one of the best grand openings we’ve had. Mayor Pro Tem Dennis told Council Member Thiede that was a great eye to pick that up out of the rendering. He asked Lisa to tell her executives and colleagues in LaCrosse that we look forward to this partnership and working together. A. Approve the August 16, 2023 City Council Regular Meeting Minutes. B. Authorize issuance of a Massage Therapist license to Sarah Joy Crandall. C. Approve the Gambling Premises Permit application for the Saint Thomas Academy Alumni Association to conduct gambling at Applebee’s Grill & Bar at 8380 East Point Douglas Road. D. Approve the issuance of rental licenses to the properties in the attached table. E. Adopt Resolution 2023-126 reestablishing election precincts and adding an 8th polling location at Cottage Grove Elementary (7447 65th Street South) for the City of Cottage Grove, Minnesota, pursuant to Minnesota Statute Section 204B.14, Subd. 1, with a legally active date of December 1, 2023. F. Adopt Resolution 2023-117, updating the Personnel Policy. G. Accept the Certified Local Government Scholarship Grant in the amount of $460 from the Minnesota Department of Administration State Historic Preservation Office. H. Authorizing executing agreement for professional services with Keith Streff as the Animal Appeal Hearing Officer. I. Hold the Public Hearing and adopt the assessment for the removal of weeds on private property. J. Approve revised budget amounts to purchase pickups approved with the 2023 City budget. K. Authorize Public Works to advertise and sell surplus property on Cranky Ape and Municibid. L. Authorize staff to place the order for certain equipment in the 2024 Equipment Replacement, Water, and River Oaks budgets. City Council Meeting Minutes September 20, 2023 Page 10 M. Adopt Resolution 2023-120 restricting parking on the south side of Hillside Trail from the crosswalk pavement markings at the intersection of Hillside Trail and 83rd Street to a point 50 feet west on Hillside Trail. N. Approve Resolution 2013-118 calling for a Public Hearing regarding the Establishment of a Street Reconstruction and Overlay Plan. O. 1) Adopt Resolution 2023-121 declaring the costs to be assessed for the 2023 Pavement Management Project. 2) Adopt Resolution 2023-124 calling for a Public Hearing to be held on October 18, 2023 for the 2023 Pavement Management Project. P. Approve the Escrow Agreement between the City and Kwik Trip Inc., for the preparation of the Public Improvement Plans necessary for development of Lot 1, Block 2 of Lake Flora 2nd Addition Plat with minor modifications by the City Attorney. None of the Council Members wished to pull any Consent Agenda items for further comment and/or discussion. Motion by Council Member Khambata to approve the Consent Agenda; second by Council Member Olsen. Motion carried: 4-0. 8. APPROVE DISBURSEMENTS A. Approve payments for the period of 9-06-2023 through 9-13-2023 in the amount of $5,627,571.85. Motion by Council Member Olsen to approve disbursements; second by Council Member Thiede. Motion carried: 4-0. 9. PUBLIC HEARINGS - None. 10. BID AWARDS - None. 11. REGULAR AGENDA - None. 12. COUNCIL COMMENTS AND REQUESTS Council Member Khambata commended all of the fire and police personnel that we were able to swear in earlier this evening on their hard work and dedication. He wanted to give them a warm and official welcome to Cottage Grove. Council Member Thiede agreed with Council Member Khambata’s comment; he welcomed the newly sworn fire and police personnel to the family. Council Member Olsen stated for those of you who may not be aware, there is a fundraising event this weekend at the Cottage Grove VFW for the Teddy’s Heart City Council Meeting Minutes September 20, 2023 Page 11 Foundation. It’s going to be a taco feed, and he knows that there will be all kinds of fun there for the whole family, so he encouraged everyone to mark their calendars and get out there to support a really, really great organization. Council Member Olsen said thank you to all of the Cottage Grove staff members, who worked so hard over the last few months to coordinate and organize this past Saturday’s first Cottage Grove Food Truck Festival; it was sponsored by Discover Cottage Grove, which is our Convention and Visitors Bureau arm. He thought we really outdid ourselves, as for the first year doing this, the crowds were amazing. We had over 20 trucks that were onsite, two different bands, and there was a ton of energy in Kingston Park the whole day, from 11:00 a.m. to 6:00 p.m., when it ended; he thought some people even stayed longer. Our Cottage Grove Lions were present; we had our monthly Lions Club meeting last night, and the club was incredibly impressed with the way that things went. We are already talking about what we can do differently to make it better next year. Our Chair for this event said she’d like to do it again next year, and had more ideas. He thought it was a really well received event by the community. He wants to make sure that all of the people who worked on it, including administrative, economic development, public safety, and parks department personnel, everybody came together to make it a really special event for the community. Mayor Pro Tem Dennis stated he has one announcement that does not come easily; it’s an announcement that he would like to share with all of his friends, his colleagues, our staff team, and the community at large. Serving our community has been one of the truly great honors of his life, and when he looks back on the time that we’ve been here together and the accomplishments that we’ve made, it’s been absolutely incredible. He thought back over the course of the years of the involvement that he’s had, including being on a commission, serving our Police Department, and being on the City Council for nine years. He has dedicated over 25% of his life here, so our next meeting, which is October 4, will be his final meeting. At this point, he’s not going to say anything more about it, but he will have some statements to make at that meeting, but it’s been an absolute pleasure and he appreciated every moment. 13. WORKSHOPS - OPEN TO PUBLIC - None. 14. WORKSHOPS - CLOSED TO PUBLIC - None. 15. ADJOURNMENT Motion by Council Member Thiede, second by Council Member Khambata, to adjourn the meeting at 7:41 p.m. Motion carried: 4-0. Minutes prepared by Judy Graf and reviewed by Tamara Anderson, City Clerk. 1 City Council Action Request 7.C. Meeting Date 10/18/2023 Department Community Development Agenda Category Action Item Title Rental License Approval 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 11, 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 - OCTOBER 18, 2023 RENTAL LICENSE NUMBER PROPERTY STREET #PROPERTY STREET NAME PROPERTY OWNER RENT-001893 6987 94TH STREET SOUTH Colsen, Travis 1 City Council Action Request 7.D. Meeting Date 10/18/2023 Department Administration Agenda Category Action Item Title Commission Appointments Staff Recommendation Approve the Mayors 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. Budget Implication N/A Attachments None 1 TO: Honorable Mayor and City Council Jennifer Levitt, City Administrator FROM: Tammy Anderson DATE: October 18, 2023 RE: Commission Appointments Discussion The Mayor appoints Council Liaison positions for multiple Commissions and Committees on an annual basis. Following the resignation of Councilmember Steve Dennis on October 4, 2023, the various positions have been made vacant and must be filled by Mayor appointment. The following positions are listed below with their Council appointments. Committee/Position 2023 Mayor Pro Tem Tony Khambata Economic Development Authority Tony Khambata Investment Committee Dave Thiede Cottage Grove Convention and Visitors Bureau (Chair) Justin Olsen Recommendation Approve the Mayors 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. Attachments None 1 City Council Action Request 7.E. Meeting Date 10/18/2023 Department Economic Development Agenda Category Action Item Title Appointments to the Convention and Visitors Bureau (CVB) Staff Recommendation Appoint Councilmember Olsen as Chairman of the CVB. Appoint Erik Olson and Sarah Grecula to fill the two vacant positions on the CVB board. Budget Implication N-A. Attachments None 1 TO: Honorable Mayor and City Council Jennifer Levitt, City Administrator FROM: Gretchen Larson, Economic Development Director DATE: October 18, 2023 RE: Appointments to the Convention and Visitors Bureau (CVB) Discussion The CVB currently has two vacant positions. On July 11, Councilmember Dennis and I interviewed five applicants. Of those interviewed, Erick Olson and Sarah Grecula, were selected to be forwarded to the City Council for consideration to serve on the CVB board. Mr. Olson has been a resident for over 22 years and currently works for the International Paper Company as a senior sales representative. He is very active and interested in the development of our city parks and other outdoor recreational opportunities. As a member of the Cottage Grove Lions Club, he also has a strong interest in promoting and assisting with recreational events and sporting activities. Ms. Grecula has been a resident for seven years and works in higher education as a business analyst in the field of financial aid services. She also shared that her family especially enjoys our parks, the summer parks and recreation programs, Park Grove library and our local restaurants and shops. She is currently working on obtaining her MBA. Both Mr. Olson and Ms. Grecula bring a wealth of knowledge in both their professional and personal life experiences and will also bring a fresh perspective to the CVB board. Also, since July we have gone through a number of transitions, including the resignation of Councilmember Dennis on October 4. As a result of his resignation, the position of Chairman of the CVB became vacant and I am recommending that Councilmember Olsen be considered for appointment as Chairman of the CVB. Recommendation Appoint Councilmember Olsen as Chairman of the CVB. Appoint Erik Olson and Sarah Grecula to fill the two vacant positions on the CVB board. 2 Attachments None 1 City Council Action Request 7.F. Meeting Date 10/18/2023 Department Administration Agenda Category Action Item Title Sergeant Positions Staff Recommendation Approve two additional Sergeant positions for the 2024 budget. Budget Implication N/A Attachments 1. Memo Sergeant Positions To:Honorable Mayor and City Council Members Jennifer Levitt, City Administrator From:Peter J. Koerner, Director of Public Safety Date:October 11, 2023 Subject: TWO ADDITIONAL SERGEANTS IN 2024 ______________________________________________________________________ Deputy Director of Public Safety – Police Captain Randy McAlister announced his upcoming retirement for March of 2024. This created a vacancy and allowed us time to do a selection process and transition. By selecting the candidates now, this allows us to select other positions to have the 2024 patrol schedule set for January. During this process, we have evaluated our current leadership team and feel we are at a pivotal point in setting the department up for future growth. With the Sergeants process, the original intent was to fill a vacant Sergeant position due to the Captain promotion. In the internal job posting, it stated the top three candidates may be put on an eligibility list in the event that other Sergeant positions become available. We had ten applicants for the job posting and they were required to present their qualifications, experience, leadership, fiscal management, and departmental vision to an interview panel. The top three candidates were selected to undergo a full battery of tests administered by Martin-McAllister Consulting Psychologists office. The testing measured the candidates’ intelligence, leadership, management style, social skills, basic personality traits and communications skills. The results of the panel interview and assessment testing revealed three outstanding candidates. To ensure we have adequate supervision moving forward, we are recommending a Sergeant to provide direct supervision of our community outreach positions (Case Management, Community Engagement, School Resource Officers, Major Crimes and Narcotics). This position would work in conjunction with the Detective Sergeant to ensure the span of control within investigations is within practical application. The current Detective Sergeant supervises 9 sworn positions and two civilian positions. With this addition, the Community Engagement Officer would be supervised by a Sergeant and not the Captain. We also recommend an Administrative Sergeant to relieve the Patrol Sergeants of many of their additional duties (fleet procurement and maintenance, CSO supervision, external training requests, internal training management, fixed asset inventory, Reserve program and oversight, etc.) that take them away from the patrol division. The Administrative Sergeant would allow our Patrol Sergeants to free their time to provide more “street” supervision. We have a young department, and the Patrol Sergeants provide guidance, mentorship, and coaching. This allows us to set up our department not only for future growth, but succession planning to ensure future leaders have career development opportunities. These additions complete our command structure for years to come. These two additional Sergeant positions also allow opportunity for change for the Sergeants. Not all Sergeants seek a promotion yet want other opportunities. Currently, there are six Patrol positions and one Detective position. This allows the Sergeants to have the ability to work in different areas and different shifts. With these two additional sergeants, the approved 2024 budget would not be negatively impacted due to salary savings of four new officers starting in February and savings from new promotion wages versus veteran wages. This does not change the budgeted authorized staff of 46 for 2024. RECOMMENDATION Approve two additional Sergeant positions for the 2024 budget. 1 City Council Action Request 7.G. Meeting Date 10/18/2023 Department Administration Agenda Category Action Item Title Sale of Surplus Property Staff Recommendation Authorize Public Safety to trade in surplus equipment to Guardian Fleet Safety. Budget Implication N/A Attachments 1. Surplus Equipment Memo To: Honorable Mayor and City Council Jennifer Levitt, City Administrator From: Peter Koerner, Director of Public Safety Date:October 4, 2023 RE:Sale of Surplus Property Introduction Public Safety is requesting this property be traded into Guardian Fleet Supply. This equipment was replaced. Unit Number Equipment Asset Number 1858 2018 Ford Explorer 4118 1951 2019 Ford Explorer 4214 1263 2013 Ford Taurus 3667 1845 2018 Ford Explorer 4117 1949 2019 Ford Explorer 4304 Requested Action Authorize Public Safety to trade in surplus equipment to Guardian Fleet Safety. 1 City Council Action Request 7.H. Meeting Date 10/18/2023 Department Community Development Agenda Category Action Item Title Dunkin’/Baskin Robbins – Usage of SAC Credits Staff Recommendation Adopt Resolution 2023-135 authorizing the use of seven of the City’s SAC credits for Dunkin’/Baskin Robbins that will be located at 7584 80th Street South. Budget Implication N/A Attachments 1. Dunkin SAC CC Memo 2. Dunkin SAC Resolution TO: Honorable Mayor and City Council Jennifer Levitt, City Administrator FROM: Emily Schmitz, Community Development Director DATE: October 11, 2023 RE: Dunkin’/Baskin Robbins – Usage of SAC Credits Background/Discussion A building permit application was submitted for a Dunkin’/Baskin Robbins a t 7584 80th Street South. The SAC (Sewer Area Charge) determination from the Metropolitan Council Environmental Services (MCES) required that seven SAC units be charged for the restaurant use. Given the project is not a redevelopment of the site, installation of the segment of sidewalk along Hemingway Avenue from 80th Street to the property’s north boundary is not re- quired; however, the City recognizes the value of providing safe pedestrian connectivity to and from our commercial and residential areas. Additionally, a sidewalk is proposed along Hemingway from 79th Street to the north property line of the proposed Dunkin’/ Basin Robbins project with the anticipated senior housing project to the north of this proposed project. Without the addition of the sidewalk adjacent to this pr oposed project, there would be a major pedestrian facility gap along a transportation sidewalk. To support the additional infrastructure as part of the improvements to the site, the City is proposing to use seven SAC credits from the City’s current balance of 42 SAC units towards the Dunkin’/Baskin Robbins project. Plans prepared by Civil Site Group dated September 8, 2023, with modifications as approved by the City Engineer will be used for the installation of the sidewalk. The City typically maintains, including snow removal, the City’s transportation sidewalk and trail systems. Recommendation Approve the resolution authorizing the use of seven of the City’s SAC credits for Dunkin’/Baskin Robbins that will be located at 7584 80th Street South. CITY OF COTTAGE GROVE, MINNESOTA CITY COUNCIL RESOLUTION 2023-135 RESOLUTION AUTHORIZING THE USE OF SEVEN OF THE CITY’S SAC CREDITS FOR THE DUNKIN’/BASKIN ROBBINS AT 7584 80TH STREET SOUTH TO OFFSET THE CONSTRUCTION OF A SIDEWALK SEGMENT ALONG HEMINGWAY AVENUE WHEREAS, a conditional use permit and variance were granted to Dunkin’/Baskin Robbins on July 20, 2022, for a restaurant with drive-through at 7584 80th Street South; and WHEREAS, Dunkin’/Baskin Robbins submitted a building permit application for the tenant remodel. The Sewer Area Charge (SAC) determination from the Metropolitan Council Environmental Services (MCES) requires seven SAC units be charged for the restaurant use; and WHEREAS, given the project is not a redevelopment of the site, installation of a segment of sidewalk along Hemingway Avenue from 80th Street to the property’s north boundary is not required. However, the City recognizes the value to providing safe pedestrian connectivity to and from our commercial and residential areas. Additionally, a sidewalk is proposed along Hemingway Avenue from 79th Street to the north property line of the Dunkin’/Baskin Robbin s project as part of a proposed senior housing project to the north; and WHEREAS, without the addition of the sidewalk adjacent to this proposed project, there would be a major pedestrian facility gap along a transportation sidewalk; and WHEREAS, to support the additional infrastructure as part of the improvements to the site, the City is proposing to use seven SAC credits from the City’s current balance of 42 SAC units towards the Dunkin’/Baskin Robbins project. NOW THEREFORE BE IT RESOLVED, the City Council of the City of Cottage Grove, County of Washington, State of Minnesota, authorizes the use of seven of the City’s SAC credits for the Dunkin’/Baskin Robbins project that will be located at 7584 80th Street South. BE IT FURTHER RESOLVED, that no public improvements may be constructed without a letter of credit in the amount of 125 percent of the cost to complete the work within City right- of-way being issued to City of Cottage Grove. Passed this 18th day of October 2023. Myron Bailey, Mayor Attest: Tamara Anderson, City Clerk 1 City Council Action Request 7.I. Meeting Date 10/18/2023 Department Public Works Agenda Category Action Item Title Utilities and Engineering Division Building – Approve Plans and Specifications and Establish a Bid Date Staff Recommendation 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. Budget Implication The estimate for the construction of the improvements in this bid package is $10,200,000. The project will be funded with a combination of utility funds on hand and utility revenue bonds. Attachments 1. 2023-10-18 Approve P&S and Set Bid Date memo 2. Utility and Engineering Division Building Approve P&S and set Bid Date Resolution 2023- 10-18 3. Council meeting drawings PWUEB To:Honorable Mayor and City Council Jennifer Levitt, City Administrator From:Ryan Burfeind, P.E., Public Works Director/City Engineer Date:October 13, 2022 Re:Utilities and Engineering Division Building – Approve Plans and Specifications and Establish a Bid Date Background At the April 4th City Council meeting, the Council reviewed the preliminary design and authorized staff to prepare final plans and specifications for the Utilities and Engineering Building. This building would be the first module of the eventual full Public Works Building being contemplated to be located on the Smallidge Property just north of the Low Zone Water Treatment Plant. Discussion Summary of Improvements The Utilities and Engineering Division building is sized for the full buildout of the utilities and engineering divisions current and future staff/equipment needs. The north side of the building and access/parking is designed to easily connect with the future full Public Works Building project. The grading for the building, and the sewer, water and storm sewer extensions from the north needed to serve the building, are all being completed with the Low Zone Water Treatment Plant project that is being constructed to the south on the same property. Plans and Specifications Plans and specifications have been prepared in accordance with City standards and specifica- tions. The construction manager’s estimate for the construction of the improvements in this bid package is $10,200,000. The project will be funded with a combination of utility funds on hand and utility revenue bonds. Bid Date A bid date of November 21, 2023, will provide ample time to provide required notification to contractors. A pre-bid meeting will also be held to allow contractors to ask clarifying questions prior to bidding. Honorable Mayor, City Council, and Jennifer Levitt Utilities and Engineering Division Building October 13, 2023 Page 2 Recommendation It is recommended that the City Council 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. CITY OF COTTAGE GROVE, MINNESOTA CITY COUNCIL RESOLUTION 2023-134 RESOLUTION APPROVING THE PLANS AND SPECIFICATIONS AND ESTABLISHING A BID DATE FOR THE UTILITIES AND ENGINEERING DIVISION BUILDING PROJECT WHEREAS, plans and specifications have been prepared in accordance with the City Standards and Specifications for the Utilities and Engineering Division Building Project; and WHEREAS, a bid date has been established for November 21, 2023; and WHEREAS, the Public Works Director has presented such plans and specifications to the City Council for approval. NOW, THEREFORE, BE IT RESOLVED, that the City Council of the City of Cottage Grove, County of Washington, State of Minnesota, approves the plans and specifications and establishes a bid date of November 21, 2023, for the Utilities and Engineering Division Building Project. Passed this 18th day of October 2023. Myron Bailey, Mayor Attest: Tamara Anderson, City Clerk H G F E D C B A 1 2 3 4 5 6 7 8 109 MN Set No: Comm No: 501 South Eighth Street Minneapolis, MN 55404 krausanderson.com | 612 332 7281 10/12/2023 2:26:08 PMAutodesk Docs://232010 - MN CI Cottage Grove - New Utility Building/232010 - MN CI Cottage Grove - New Utility Building R1.rvtNEW UTILITY & ENGINEERING BUILDING CITY OF COTTAGE GROVE COTTAGE GROVE, MN NOT FOR CONSTRUCTION 90% CD SET DRAFTCentral: Autodesk Docs://232010 - MN CI Cottage Grove - New Utility Building/232010 - MN CI Cottage Grove - New UtilityBuilding R1.rvt232010 CITY OF COTTAGE GROVE NEW UTILITY & ENGINEERING BUILDING 12800 RAVINE PKWY COTTAGE GROVE, MN 55016 10875 IDEAL AVENUE S. COTTAGE GROVE, MN 55016 ARCHITECTURAL A0.000A SITE PLAN A0.001 CODE PLAN A2.01a MAIN LEVEL FLOOR PLAN - AREA A A2.01b MAIN LEVEL FLOOR PLAN - AREA B A2.02a MEZZANINE LEVEL FLOOR PLAN - AREA A A2.02b MEZZANINE LEVEL FLOOR PLAN - AREA B A2.095a ROOF PLAN - AREA A A2.095b ROOF PLAN - AREA B A2.901 DOOR/ FRAME/ WINDOW TYPES A3.01a MAIN LEVEL REFLECTED CEILING PLAN - AREA A A3.02a MEZZANINE LEVEL REFLECTED CEILING PLAN - AREA A A3.02b MEZZANINE LEVEL REFLECTED CEILING PLAN - AREA B A4.101 DETAILS - GENERAL A4.103 ENLARGED TOILET PLANS A4.201 DETAILS - VERTICAL CIRCULATION A4.203 DETAILS - VERTICAL CIRCULATION AND RAILING DETAILS A4.451 CASEWORK ELEVATIONS A4.701 DETAILS - WALL TYPES A4.705 DETAILS - WALL DETAILS A4.706 DETAILS - INTERIOR WALL DETAILS A4.710 DETAILS - INTERIOR CASEWORK SECTIONS A4.801 DETAILS - INTERIOR OPENING DETAILS A5.101 EXTERIOR ELEVATIONS - AREA A A5.102 EXTERIOR ELEVATIONS - AREA B A5.201 WALL SECTIONS A5.202 WALL SECTIONS A5.401 EXTERIOR ASSEMBLIES - WALLS A5.501 DETAILS - EXTERIOR WALL A5.502 DETAILS - EXTERIOR WALL A5.503 DETAILS - EXTERIOR WALL A5.504 DETAILS - EXTERIOR WALL A5.601 DETAILS - EXTERIOR OPENINGS A5.602 DETAILS - EXTERIOR OPENINGS A5.701 DETAILS - EXTERIOR ROOF A5.702 DETAILS - EXTERIOR ROOF CIVIL G001 CIVIL TITLE SHEET G002 CIVIL LEGEND G003 CONSTRUCTION, STAGING, AND GENERAL NOTES C001 SITE PLAN C002 SITE PLAN C003 DEMOLITION PLAN C101 TYPICAL SECTIONS C201 EROSION CONTROL PLAN C202 PERMENANT EROSION CONTROL PLAN C401 SANITARY SEWER & WATERMAIN PLANS & PROFILES C501 DRAINAGE PLANS & PROFILES C502 DRAINAGE PLANS & PROFILES C503 DRAINAGE PLANS & PROFILES C601 STREETS PLAN C801 PEDESTRAIN CURB RAMP DETAILS C802 PEDESTRAIN CURB RAMP DETAILS C803 PEDESTRAIN CURB RAMP DETAILS C804 PEDESTRAIN CURB RAMP DETAILS C805 PEDESTRAIN CURB RAMP DETAILS C806 PEDESTRAIN CURB RAMP DETAILS C807 STANDARD DETAILS C808 STANDARD DETAILS C809 STANDARD DETAILS C810 STANDARD DETAIL C811 STANDARD DETAILS E001 SYMBOLS SHEET E101 ELECTRICAL SITE PLAN E102 ELECTRICAL SITE PLAN E701 LUMINAIRE SCHEDULE E801 ELECTRICAL DETAILS IR101 IRRIGATION PLAN IR102 IRRIGATION PLAN IR103 IRRIGATION PLAN IR104 IRRIGATION PLAN IR801 IRRIGATION LEGEND AND NOTES IR802 IRRIGATION DETAILS L101 OVERALL PLANTING PLAN L102 ENLARGED PLANTING PLAN L501 PLANTING DETAILS L502 LANDSCAPING DETAILS STRUCTURAL S0.000 STRUCTURAL TITLE SHEET S2.01a FOOTING AND FOUNDATION PLAN - AREA A S2.01b FOOTING AND FOUNDATION PLAN - AREA B S2.02a MEZZANINE AND LOW ROOF FRAMING S2.03a ROOF FRAMING PLAN - AREA A S2.03b ROOF FRAMING PLAN - AREA B S5.201 SECTIONS AND DETAILS S5.211 SECTIONS AND DETAILS S5.221 SECTIONS AND DETAILS S5.301 BRACED FRAME ELEVATIONS S6.201 SCHEDULES AND DETAILS MECHANICAL M0.00 MECHANICAL TITLE SHEET M1.00a PLUMBING PLAN - UNDERGROUND AREA 'A' M1.00b PLUMBING PLAN - UNDERGROUND AREA 'B' M1.01a PLUMBING PLAN - MAIN LEVEL AREA 'A M1.01b PLUMBING PLAN - MAIN LEVEL AREA 'B' M1.02a PLUMBING PLAN - UPPER LEVEL AREA 'A' M2.01a HYDRONIC PLAN - MAIN LEVEL AREA 'A' M2.01b HYDRONIC PLAN - MAIN LEVEL AREA 'B' M2.02a HYDRONIC PLAN - UPPER LEVEL AREA 'A' M3.01a HVAC PLAN - MAIN LEVEL AREA 'A' M3.01b HVAC PLAN - MAIN LEVEL AREA 'B' M3.02a HVAC PLAN - UPPER LEVEL AREA 'A' M4.01 FIRE PROTECTION PLAN - MAIN LEVEL M4.02 FIRE PROTECTION PLAN - UPPER LEVEL M5.10 ROOF PLAN M5.20 MECH ROOM PLAN M6.10 SUPPLY RISERS M6.20 WASTE RISERS M7.10 MECHANICAL DETAILS M7.20 MECHANICAL DETAILS M7.30 MECHANICAL DETAILS M7.40 MECHANICAL DETAILS M7.50 SCHEDULES M7.60 SCHEDULES ELECTRICAL E0.00 ELECTRICAL SYMBOLS AND ABBREVIATIONS E0.02 ELECTRICAL SITE PLAN E1.11a MAIN LEVEL LIGHTING PLAN - AREA 'A' E1.11b MAIN LEVEL LIGHTING PLAN - AREA 'B' E1.21a UPPER LEVEL LIGHTING PLAN - AREA 'A' E1.21b UPPER LEVEL LIGHTING PLAN - AREA 'B' E2.11a MAIN LEVEL POWER PLAN - AREA 'A' E2.11b MAIN LEVEL POWER PLAN - AREA 'B' E2.21a UPPER LEVEL POWER PLAN - AREA 'A' E2.21b UPPER LEVEL POWER PLAN - AREA 'B' E3.11a MAIN LEVEL SYSTEMS PLAN - AREA 'A' E3.11b MAIN LEVEL SYSTEMS PLAN - AREA 'B' E3.21a UPPER LEVEL SYSTEMS PLAN - AREA 'A' E3.21b UPPER LEVEL SYSTEMS PLAN - AREA 'B' E4.10 ROOF PLAN - ELECTRICAL E5.00 RISER DIAGRAM E6.10 LUMINAIRE SCHEDULE E6.20 MOTOR SCHEDULE E7.00 ELECTRICAL DETAILS E7.10 ELECTRICAL DETAILS - SYSTEMS E7.11 ELECTRICAL DETAILS - SYSTEMS FINAL CD SET DRAFT NOT FOR CONSTRUCTION WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTAND THAT I AM A DULY LICENSEDUNDER THE LAWS OF THE STATE OF PRINT NAME: SIGNATURE:DATE:LIC. NO.THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.SHEET NUMBER DATENO SURVEY APPROVED DESIGNED DRAWN PROJ. NO. REVISION CHECKEDCITY OF COTTAGE GROVE, MINNESOTACOTTAGE GROVE UTILITY & ENGINEERING BUILDING193806146 PBW EPV DRS DRSENGINEERMINNESOTADAVID S. SANOCKI4097310/26/2023LMMTITLE SHEETG001 STANTEC PROJECT NO. 193806146 UTILITY & ENGINEERING BUILDING VICINITY MAP N St a t e H i g h w a y s 1 0 & 6 1 70th St. S. 80th St. S.Jamaica Ave. S.90th St. S.Inwood Ave. S.Keats Ave. S.PROJECT LOCATION 95th St. S.Hadley Ave. S.100th St. S. 110th St. S.Ideal Ave. S.MYRON BAILEY MAYOR DAVE THIEDE COUNCILMEMBER STEVE DENNIS COUNCILMEMBER JUSTIN OLSEN COUNCILMEMBER TONY KHAMBATA COUNCILMEMBER JENNIFER LEVITT CITY ADMINISTRATOR RYAN BURFEIND DIRECTOR OF PUBLIC WORKS AMANDA MEYER CITY ENGINEER KORI LAND ATTORNEY THIS PLAN SET CONTAINS 40 SHEETS INDEX OF SHEETS Sheet Number Sheet Title Sheet Number Sheet Title GENERAL ELECTRICAL G001 TITLE SHEET E001 SYMBOLS SHEET G002 LEGEND E101 ELECTRICAL SITE PLAN G003 CONSTRUCTION, STAGING, & GENERAL NOTES E102 ELECTRICAL SITE PLAN E701 LUMINAIRE SCHEDULE CIVIL E801 ELECTRICAL DETAILS C001 SITE PLAN C002 SITE PLAN IRRIGATION C003 DEMOLITION PLAN IR101 IRRIGATION PLAN C101 TYPICAL SECTIONS IR102 IRRIGATION PLAN C201 EROSION CONTROL PLAN IR103 IRRIGATION PLAN C202 PERMANENT EROSION CONTROL PLAN IR104 IRRIGATION PLAN C401 SANITARY SEWER & WATER MAIN PLAN & PROFILES IR801 IRRIGATION LEGEND AND NOTES C501 DRAINAGE PLAN & PROFILES IR802 IRRIGATION DETAILS C502 DRAINAGE PLAN & PROFILES C503 DRAINAGE PLAN & PROFILES LANDSCAPING C6.01 STREETS PLAN L101 OVERALL PLANTING PLAN C8.01 PEDESTRIAN CURB RAMP DETAILS L102 ENLARGED PLANTING PLAN C8.02 PEDESTRIAN CURB RAMP DETAILS L501 PLANTING DETAILS C8.03 PEDESTRIAN CURB RAMP DETAILS L502 LANDSCAPING DETAILS C8.04 PEDESTRIAN CURB RAMP DETAILS C8.05 PEDESTRIAN CURB RAMP DETAILS C8.06 PEDESTRIAN CURB RAMP DETAILS C8.07 STANDARD DETAILS C8.08 STANDARD DETAILS C8.09 STANDARD DETAILS C8.10 STANDARD DETAILS C8.11 STANDARD DETAILS JUSTIN OLSEN COUNCILMEMBER TONY KHAMBATA COUNCILMEMBER JENNIFER LEVITT CITY ADMINISTRATOR RYAN BURFEIND DIRECTOR OF PUBLIC WORKS AMANDA MEYER CITY ENGINEER KORI LAND ATTORNEY JUSTIN OLSEN COUNCILMEMBER TONY KHAMBATA COUNCILMEMBER JENNIFER LEVITT CITY ADMINISTRATOR RYAN BURFEIND DIRECTOR OF PUBLIC WORKS AMANDA MEYER CITY ENGINEER KORI LAND ATTORNEY GPS CONTROL POINT JUDICIAL LAND MONUMENT MONUMENT COMPUTED ROW MONUMENT ROW MARKER POST SECTION CORNER TRAVERSE CONTROL POINT EXISTING TOPOGRAPHIC SYMBOLS SURVEY LINES FM FM FM >>>> >>>>>>>> >>>>>> l l l l l l l l l l l l EXISTING UTILITY LINES SURVEY SYMBOLS BACKSIGHT CONTROL POINT MONUMENT IRON FOUND MONUMENT IRON SET FM FM FM >>> >>>>>>>> >>>>>> l l l l l l l l l l l l PROPOSED UTILITY LINES HEAVY DUTY BITUMINOUS CONCRETE GRAVEL HATCH PATTERNS CONCRETE CURB AND GUTTER GRADING INFORMATION 952 950 952 950 BENCH MARK LOCATION 1:4 AERIAL CONTROL POINT SAND BEDROCK >>> GROUND BITUMINOUS FORCE MAIN SANITARY SEWER SANITARY SERVICE STORM SEWER DRAINTILE STORM SEWER WATER MAIN WATER SERVICE PIPE CASING FM FM FM >>> >>>>>>>> >>>>>> l l l l l l l l l l l l FUTURE UTILITY LINES >>> EXISTING TOPOGRAPHIC LINES CTV-A CTV-A CTV-A CTV-B CTV-B CTV-B CTV-C CTV-C CTV-C CTV-D CTV-D CTV-D FO-A FO-A FO-A FO-B FO-B FO-B FO-C FO-C FO-C FO-D FO-D FO-D E-A E-A E-A E-B E-B E-B E-C E-C E-C E-D E-D E-D G-A G-A G-A G-B G-B G-B G-C G-C G-C G-D G-D G-D XXXXXXXXXEXISTING PRIVATE UTILITY LINES STORM SEWER CATCH BASIN STORM SEWER BEEHIVE CATCH BASIN STORM SEWER FLARED END SECTION CURB BOX FIRE HYDRANT MANHOLE WATER REDUCER VALVE PROPOSED TOPOGRAPHIC SYMBOLS SANITARY CLEANOUT BOLLARD SANITARY OR STORM LIFT STATION RIP RAP OHP OHP OHP C-A C-A C-A C-B C-B C-B C-C C-C C-C C-D C-D C-D DRAINAGE FLOW BASKETBALL POST BENCH BUSH DECIDUOUS CATCH BASIN BEEHIVE CURB BOX CATCH BASIN CONTROL BOX SIGNAL CLEAN OUT (SEWER) SEPTIC DRAIN FIELD DRINKING FOUNTAIN ENERGY DISSIPATER STORM SEWER APRON FLAG POLE FUEL PUMP GRILL HANDICAP SPACE HANDHOLE FIRE HYDRANT LOOP DETECTOR LIGHT YARD MAIL BOX MANHOLE-HEAT MANHOLE-POWER MANHOLE-GAS MANHOLE-SANITARY SEWER MANHOLE-STORM SEWER MANHOLE-COMMUNICATIONS MANHOLE-UNKNOWN METER POWER METER GAS ORDINARY HIGH WATER MARK PEDESTRIAN PUSH BUTTON PEDESTAL POWER PEDESTAL COMMUNICATIONS POST INDICATOR VALVE PARKING METER POLE-COMMUNICATIONS POLE-GUY POLE-LIGHT POLE-POWER POLE-UTILITY POST PICNIC TABLE PROPANE TANK SAMPLING WELL ROCK RR SIGNAL CONTROL BOX RR CROSSING GATE RR SIGNAL REGULATION STATION GAS TREE-DECIDUOUS SATELLITE DISH SEPTIC TANK SEPTIC VENT SIGN STAND PIPE GAS SPIGOT WATER SPRINKLER HEAD SPRINKLER VALVE BOX STUMP SERVICE-SANITARY SEWER POINT ON LINE SERVICE-WATER POINT ON LINE TELEPHONE BOOTH TRANSMISSION TOWER ELECTRIC TEST PIT LOC TRANSFORMER POWER TREE DEAD TRASH CAN TRAFFIC SIGNAL VALVE GAS VALVE WETLAND WELL-WATER TREE-CONIFEROUS TREE-FRUIT GUY WIRE LIFT STATION WET WELL LIFT STATION DRY WELL LIFT STATION CONTROL PANEL MANHOLE-WATER BASKETBALL POST BARRICADE PERMANENT BURIAL CONTROL MONUMENT BUILDING LOWEST OPENING COLUMN CULVERT END WELL-MONITORING OUTLET CONTROL STRUCTURE SERVICE-GAS POINT ON LINE SOIL BORING MAIL RELAY BOX INLET (SMALL DIA.) SERVICE-STORM SEWER POINT ON LINE ABBREVIATIONS AD ALGEBRAIC DIFFERENCE BV BUTTERFLY VALVE BVCE BEGIN VERTICAL CURVE ELEVATION BVCS BEGIN VERTICAL CURVE STATION ℄CENTER LINE CL.CLASS CMP CORRUGATED METAL PIPE C.O.CHANGE ORDER DIP DUCTILE IRON PIPE EL/ELEV ELEVATION EVCE END VERTICAL CURVE ELEVATION EVCS END VERTICAL CURVE STATION EX EXISTING FES FLARED END SECTION F/F FACE TO FACE FM FORCE MAIN F.O.FIELD ORDER GV GATE VALVE HP HIGH POINT HWL HIGH WATER LEVEL INV INVERT K CURVE COEFFICIENT LP LOW POINT MH MANHOLE (SANITARY) NTS NOT TO SCALE NWL NORMAL WATER LEVEL PC POINT OF CURVE PCC COMPOUND CURVE PI POINT OF INTERSECTION ⅊PROPERTY LINE PPVC PERFORATED POLYVINYL CHLORIDE PIPE PRC POINT OF REVERSE CURVE PT POINT OF TANGENT PVC POLYVINYL CHLORIDE PIPE PVI POINT OF VERTICAL INTERSECTION R RADIUS RCP REINFORCED CONCRETE PIPE R/W RIGHT-OF-WAY SS STORM SEWER STRUCTURE STA STATION TCE TEMPORARY CONSTRUCTION EASEMENT TNH TOP NUT HYDRANT TYP TYPICAL VC VERTICAL CURVE WM WATER MAIN RETAINING WALL FENCE - BARBED WIRE FENCE - CHAIN LINK FENCE - DECORATIVE FENCE - STOCKADE FENCE - WOOD FENCE - ELECTRIC GUARD RAIL TREE LINE WETLAND CABLE TV QUALITY LEVEL D CABLE TV QUALITY LEVEL C CABLE TV QUALITY LEVEL B CABLE TV QUALITY LEVEL A FIBER OPTIC QUALITY LEVEL D FIBER OPTIC QUALITY LEVEL C FIBER OPTIC QUALITY LEVEL B FIBER OPTIC QUALITY LEVEL A POWER QUALITY LEVEL D POWER QUALITY LEVEL C POWER QUALITY LEVEL B POWER QUALITY LEVEL A GAS QUALITY LEVEL D GAS QUALITY LEVEL C GAS QUALITY LEVEL B GAS QUALITY LEVEL A COMMUNICATION QUALITY LEVEL D COMMUNICATION QUALITY LEVEL C COMMUNICATION QUALITY LEVEL B COMMUNICATION QUALITY LEVEL A OVERHEAD POWER OVERHEAD COMMUNICATION OVERHEAD UTILITIES 953.53 FORCE MAIN SANITARY SEWER SANITARY SERVICE STORM SEWER DRAINTILE STORM SEWER WATER MAIN WATER SERVICE PIPE CASING FORCE MAIN SANITARY SEWER SANITARY SERVICE STORM SEWER WATER MAIN WATER SERVICE BOUNDARY CENTERLINE EXISTING EASEMENT LINE PROPOSED EASEMENT LINE FLOOD PLAIN BOUNDARY EXISTING LOT LINE PROPOSED LOT LINE EXISTING RIGHT-OF-WAY PROPOSED RIGHT-OF-WAY SETBACK LINE SECTION LINE QUARTER SECTION LINE SIXTEENTH SECTION LINE EXISTING CONTOUR MINOR EXISTING CONTOUR MAJOR PROPOSED CONTOUR MINOR PROPOSED CONTOUR MAJOR PROPOSED GRADING LIMITS / SLOPE LIMITS PROPOSED SPOT ELEVATION RISE:RUN (SLOPE) EXISTING PROPOSED FUTURE DEMOLITION OHC OHC OHC OHU OHU OHU BCM CON CLVT FLAG GRILL H CP DW Y G-METER OHWM PED E PIV SAMPLING WELL ROCK RR RR GATE SEP SEPTIC VENT SEPTIC G-PIPE SPRINKLER IVB G-SER S-SER ST-SER W-SER TOWER ELEC TEST PIT TRAN GAS SAMPLING WELL WELL AIR CONTROL BS JLM M TS BM BENCH MAIL SCONTROL G E U PROPANE TANK G-REG R/W POST LO HYDRANT PVMNT MARKER (REFLECTOR) HYDRANT VALVE PEDESTAL CATVCTV CO LS G E SS S ? W TRASH AR MANHOLE-AIR RELEASE C DH PEDESTRIAN RAMP S POLE-UTILITY SERVICE RESECTED POINTR VENT GASG-VENT STORM SEWER OUTLET STRUCTURE STORM SEWER OVERFLOW STRUCTURE BOOSTER STATION WATER REDUCER STA:5+67.19 980.87 C C PROPOSED PRIVATE UTILITY LINES CTV-C CTV-C CTV-C G-C G-C G-C OHP OHP OHP C-C C-C C-C CABLE TV GAS COMMUNICATION OVERHEAD POWER GPS CONTROL POINT JUDICIAL LAND MONUMENT MONUMENT COMPUTED ROW MONUMENT ROW MARKER POST SECTION CORNER TRAVERSE CONTROL POINT EXISTING TOPOGRAPHIC SYMBOLS SURVEY LINES FM FM FM >>>> >>>>>>>> >>>>>> l l l l l l l l l l l l EXISTING UTILITY LINES SURVEY SYMBOLS BACKSIGHT CONTROL POINT MONUMENT IRON FOUND MONUMENT IRON SET FM FM FM >>> >>>>>>>> >>>>>> l l l l l l l l l l l l PROPOSED UTILITY LINES HEAVY DUTY BITUMINOUS CONCRETE GRAVEL HATCH PATTERNS CONCRETE CURB AND GUTTER GRADING INFORMATION 952 950 952 950 BENCH MARK LOCATION 1:4 AERIAL CONTROL POINT SAND BEDROCK >>> GROUND BITUMINOUS FORCE MAIN SANITARY SEWER SANITARY SERVICE STORM SEWER DRAINTILE STORM SEWER WATER MAIN WATER SERVICE PIPE CASING FM FM FM >>> >>>>>>>> >>>>>> l l l l l l l l l l l l FUTURE UTILITY LINES >>> EXISTING TOPOGRAPHIC LINES CTV-A CTV-A CTV-A CTV-B CTV-B CTV-B CTV-C CTV-C CTV-C CTV-D CTV-D CTV-D FO-A FO-A FO-A FO-B FO-B FO-B FO-C FO-C FO-C FO-D FO-D FO-D E-A E-A E-A E-B E-B E-B E-C E-C E-C E-D E-D E-D G-A G-A G-A G-B G-B G-B G-C G-C G-C G-D G-D G-D XXXXXXXXXEXISTING PRIVATE UTILITY LINES STORM SEWER CATCH BASIN STORM SEWER BEEHIVE CATCH BASIN STORM SEWER FLARED END SECTION CURB BOX FIRE HYDRANT MANHOLE WATER REDUCER VALVE PROPOSED TOPOGRAPHIC SYMBOLS SANITARY CLEANOUT BOLLARD SANITARY OR STORM LIFT STATION RIP RAP OHP OHP OHP C-A C-A C-A C-B C-B C-B C-C C-C C-C C-D C-D C-D DRAINAGE FLOW BASKETBALL POST BENCH BUSH DECIDUOUS CATCH BASIN BEEHIVE CURB BOX CATCH BASIN CONTROL BOX SIGNAL CLEAN OUT (SEWER) SEPTIC DRAIN FIELD DRINKING FOUNTAIN ENERGY DISSIPATER STORM SEWER APRON FLAG POLE FUEL PUMP GRILL HANDICAP SPACE HANDHOLE FIRE HYDRANT LOOP DETECTOR LIGHT YARD MAIL BOX MANHOLE-HEAT MANHOLE-POWER MANHOLE-GAS MANHOLE-SANITARY SEWER MANHOLE-STORM SEWER MANHOLE-COMMUNICATIONS MANHOLE-UNKNOWN METER POWER METER GAS ORDINARY HIGH WATER MARK PEDESTRIAN PUSH BUTTON PEDESTAL POWER PEDESTAL COMMUNICATIONS POST INDICATOR VALVE PARKING METER POLE-COMMUNICATIONS POLE-GUY POLE-LIGHT POLE-POWER POLE-UTILITY POST PICNIC TABLE PROPANE TANK SAMPLING WELL ROCK RR SIGNAL CONTROL BOX RR CROSSING GATE RR SIGNAL REGULATION STATION GAS TREE-DECIDUOUS SATELLITE DISH SEPTIC TANK SEPTIC VENT SIGN STAND PIPE GAS SPIGOT WATER SPRINKLER HEAD SPRINKLER VALVE BOX STUMP SERVICE-SANITARY SEWER POINT ON LINE SERVICE-WATER POINT ON LINE TELEPHONE BOOTH TRANSMISSION TOWER ELECTRIC TEST PIT LOC TRANSFORMER POWER TREE DEAD TRASH CAN TRAFFIC SIGNAL VALVE GAS VALVE WETLAND WELL-WATER TREE-CONIFEROUS TREE-FRUIT GUY WIRE LIFT STATION WET WELL LIFT STATION DRY WELL LIFT STATION CONTROL PANEL MANHOLE-WATER BASKETBALL POST BARRICADE PERMANENT BURIAL CONTROL MONUMENT BUILDING LOWEST OPENING COLUMN CULVERT END WELL-MONITORING OUTLET CONTROL STRUCTURE SERVICE-GAS POINT ON LINE SOIL BORING MAIL RELAY BOX INLET (SMALL DIA.) SERVICE-STORM SEWER POINT ON LINE ABBREVIATIONS AD ALGEBRAIC DIFFERENCE BV BUTTERFLY VALVE BVCE BEGIN VERTICAL CURVE ELEVATION BVCS BEGIN VERTICAL CURVE STATION ℄CENTER LINE CL.CLASS CMP CORRUGATED METAL PIPE C.O.CHANGE ORDER DIP DUCTILE IRON PIPE EL/ELEV ELEVATION EVCE END VERTICAL CURVE ELEVATION EVCS END VERTICAL CURVE STATION EX EXISTING FES FLARED END SECTION F/F FACE TO FACE FM FORCE MAIN F.O.FIELD ORDER GV GATE VALVE HP HIGH POINT HWL HIGH WATER LEVEL INV INVERT K CURVE COEFFICIENT LP LOW POINT MH MANHOLE (SANITARY) NTS NOT TO SCALE NWL NORMAL WATER LEVEL PC POINT OF CURVE PCC COMPOUND CURVE PI POINT OF INTERSECTION ⅊PROPERTY LINE PPVC PERFORATED POLYVINYL CHLORIDE PIPE PRC POINT OF REVERSE CURVE PT POINT OF TANGENT PVC POLYVINYL CHLORIDE PIPE PVI POINT OF VERTICAL INTERSECTION R RADIUS RCP REINFORCED CONCRETE PIPE R/W RIGHT-OF-WAY SS STORM SEWER STRUCTURE STA STATION TCE TEMPORARY CONSTRUCTION EASEMENT TNH TOP NUT HYDRANT TYP TYPICAL VC VERTICAL CURVE WM WATER MAIN RETAINING WALL FENCE - BARBED WIRE FENCE - CHAIN LINK FENCE - DECORATIVE FENCE - STOCKADE FENCE - WOOD FENCE - ELECTRIC GUARD RAIL TREE LINE WETLAND CABLE TV QUALITY LEVEL D CABLE TV QUALITY LEVEL C CABLE TV QUALITY LEVEL B CABLE TV QUALITY LEVEL A FIBER OPTIC QUALITY LEVEL D FIBER OPTIC QUALITY LEVEL C FIBER OPTIC QUALITY LEVEL B FIBER OPTIC QUALITY LEVEL A POWER QUALITY LEVEL D POWER QUALITY LEVEL C POWER QUALITY LEVEL B POWER QUALITY LEVEL A GAS QUALITY LEVEL D GAS QUALITY LEVEL C GAS QUALITY LEVEL B GAS QUALITY LEVEL A COMMUNICATION QUALITY LEVEL D COMMUNICATION QUALITY LEVEL C COMMUNICATION QUALITY LEVEL B COMMUNICATION QUALITY LEVEL A OVERHEAD POWER OVERHEAD COMMUNICATION OVERHEAD UTILITIES 953.53 FORCE MAIN SANITARY SEWER SANITARY SERVICE STORM SEWER DRAINTILE STORM SEWER WATER MAIN WATER SERVICE PIPE CASING FORCE MAIN SANITARY SEWER SANITARY SERVICE STORM SEWER WATER MAIN WATER SERVICE BOUNDARY CENTERLINE EXISTING EASEMENT LINE PROPOSED EASEMENT LINE FLOOD PLAIN BOUNDARY EXISTING LOT LINE PROPOSED LOT LINE EXISTING RIGHT-OF-WAY PROPOSED RIGHT-OF-WAY SETBACK LINE SECTION LINE QUARTER SECTION LINE SIXTEENTH SECTION LINE EXISTING CONTOUR MINOR EXISTING CONTOUR MAJOR PROPOSED CONTOUR MINOR PROPOSED CONTOUR MAJOR PROPOSED GRADING LIMITS / SLOPE LIMITS PROPOSED SPOT ELEVATION RISE:RUN (SLOPE) EXISTING PROPOSED FUTURE DEMOLITION OHC OHC OHC OHU OHU OHU BCM CON CLVT FLAG GRILL H CP DW Y G-METER OHWM PED E PIV SAMPLING WELL ROCK RR RR GATE SEP SEPTIC VENT SEPTIC G-PIPE SPRINKLER IVB G-SER S-SER ST-SER W-SER TOWER ELEC TEST PIT TRAN GAS SAMPLING WELL WELL AIR CONTROL BS JLM M TS BM BENCH MAIL SCONTROL G E U PROPANE TANK G-REG R/W POST LO HYDRANT PVMNT MARKER (REFLECTOR) HYDRANT VALVE PEDESTAL CATVCTV CO LS G E SS S ? W TRASH AR MANHOLE-AIR RELEASE C DH PEDESTRIAN RAMP S POLE-UTILITY SERVICE RESECTED POINTR VENT GASG-VENT STORM SEWER OUTLET STRUCTURE STORM SEWER OVERFLOW STRUCTURE BOOSTER STATION WATER REDUCER STA:5+67.19 980.87 C C PROPOSED PRIVATE UTILITY LINES CTV-C CTV-C CTV-C G-C G-C G-C OHP OHP OHP C-C C-C C-C CABLE TV GAS COMMUNICATION OVERHEAD POWER GPS CONTROL POINT JUDICIAL LAND MONUMENT MONUMENT COMPUTED ROW MONUMENT ROW MARKER POST SECTION CORNER TRAVERSE CONTROL POINT EXISTING TOPOGRAPHIC SYMBOLS SURVEY LINES FM FM FM >>>> >>>>>>>> >>>>>> l l l l l l l l l l l l EXISTING UTILITY LINES SURVEY SYMBOLS BACKSIGHT CONTROL POINT MONUMENT IRON FOUND MONUMENT IRON SET FM FM FM >>> >>>>>>>> >>>>>> l l l l l l l l l l l l PROPOSED UTILITY LINES HEAVY DUTY BITUMINOUS CONCRETE GRAVEL HATCH PATTERNS CONCRETE CURB AND GUTTER GRADING INFORMATION 952 950 952 950 BENCH MARK LOCATION 1:4 AERIAL CONTROL POINT SAND BEDROCK >>> GROUND BITUMINOUS FORCE MAIN SANITARY SEWER SANITARY SERVICE STORM SEWER DRAINTILE STORM SEWER WATER MAIN WATER SERVICE PIPE CASING FM FM FM >>> >>>>>>>> >>>>>> l l l l l l l l l l l l FUTURE UTILITY LINES >>> EXISTING TOPOGRAPHIC LINES CTV-A CTV-A CTV-A CTV-B CTV-B CTV-B CTV-C CTV-C CTV-C CTV-D CTV-D CTV-D FO-A FO-A FO-A FO-B FO-B FO-B FO-C FO-C FO-C FO-D FO-D FO-D E-A E-A E-A E-B E-B E-B E-C E-C E-C E-D E-D E-D G-A G-A G-A G-B G-B G-B G-C G-C G-C G-D G-D G-D XXXXXXXXXEXISTING PRIVATE UTILITY LINES STORM SEWER CATCH BASIN STORM SEWER BEEHIVE CATCH BASIN STORM SEWER FLARED END SECTION CURB BOX FIRE HYDRANT MANHOLE WATER REDUCER VALVE PROPOSED TOPOGRAPHIC SYMBOLS SANITARY CLEANOUT BOLLARD SANITARY OR STORM LIFT STATION RIP RAP OHP OHP OHP C-A C-A C-A C-B C-B C-B C-C C-C C-C C-D C-D C-D DRAINAGE FLOW BASKETBALL POST BENCH BUSH DECIDUOUS CATCH BASIN BEEHIVE CURB BOX CATCH BASIN CONTROL BOX SIGNAL CLEAN OUT (SEWER) SEPTIC DRAIN FIELD DRINKING FOUNTAIN ENERGY DISSIPATER STORM SEWER APRON FLAG POLE FUEL PUMP GRILL HANDICAP SPACE HANDHOLE FIRE HYDRANT LOOP DETECTOR LIGHT YARD MAIL BOX MANHOLE-HEAT MANHOLE-POWER MANHOLE-GAS MANHOLE-SANITARY SEWER MANHOLE-STORM SEWER MANHOLE-COMMUNICATIONS MANHOLE-UNKNOWN METER POWER METER GAS ORDINARY HIGH WATER MARK PEDESTRIAN PUSH BUTTON PEDESTAL POWER PEDESTAL COMMUNICATIONS POST INDICATOR VALVE PARKING METER POLE-COMMUNICATIONS POLE-GUY POLE-LIGHT POLE-POWER POLE-UTILITY POST PICNIC TABLE PROPANE TANK SAMPLING WELL ROCK RR SIGNAL CONTROL BOX RR CROSSING GATE RR SIGNAL REGULATION STATION GAS TREE-DECIDUOUS SATELLITE DISH SEPTIC TANK SEPTIC VENT SIGN STAND PIPE GAS SPIGOT WATER SPRINKLER HEAD SPRINKLER VALVE BOX STUMP SERVICE-SANITARY SEWER POINT ON LINE SERVICE-WATER POINT ON LINE TELEPHONE BOOTH TRANSMISSION TOWER ELECTRIC TEST PIT LOC TRANSFORMER POWER TREE DEAD TRASH CAN TRAFFIC SIGNAL VALVE GAS VALVE WETLAND WELL-WATER TREE-CONIFEROUS TREE-FRUIT GUY WIRE LIFT STATION WET WELL LIFT STATION DRY WELL LIFT STATION CONTROL PANEL MANHOLE-WATER BASKETBALL POST BARRICADE PERMANENT BURIAL CONTROL MONUMENT BUILDING LOWEST OPENING COLUMN CULVERT END WELL-MONITORING OUTLET CONTROL STRUCTURE SERVICE-GAS POINT ON LINE SOIL BORING MAIL RELAY BOX INLET (SMALL DIA.) SERVICE-STORM SEWER POINT ON LINE ABBREVIATIONS AD ALGEBRAIC DIFFERENCE BV BUTTERFLY VALVE BVCE BEGIN VERTICAL CURVE ELEVATION BVCS BEGIN VERTICAL CURVE STATION ℄CENTER LINE CL.CLASS CMP CORRUGATED METAL PIPE C.O.CHANGE ORDER DIP DUCTILE IRON PIPE EL/ELEV ELEVATION EVCE END VERTICAL CURVE ELEVATION EVCS END VERTICAL CURVE STATION EX EXISTING FES FLARED END SECTION F/F FACE TO FACE FM FORCE MAIN F.O.FIELD ORDER GV GATE VALVE HP HIGH POINT HWL HIGH WATER LEVEL INV INVERT K CURVE COEFFICIENT LP LOW POINT MH MANHOLE (SANITARY) NTS NOT TO SCALE NWL NORMAL WATER LEVEL PC POINT OF CURVE PCC COMPOUND CURVE PI POINT OF INTERSECTION ⅊PROPERTY LINE PPVC PERFORATED POLYVINYL CHLORIDE PIPE PRC POINT OF REVERSE CURVE PT POINT OF TANGENT PVC POLYVINYL CHLORIDE PIPE PVI POINT OF VERTICAL INTERSECTION R RADIUS RCP REINFORCED CONCRETE PIPE R/W RIGHT-OF-WAY SS STORM SEWER STRUCTURE STA STATION TCE TEMPORARY CONSTRUCTION EASEMENT TNH TOP NUT HYDRANT TYP TYPICAL VC VERTICAL CURVE WM WATER MAIN RETAINING WALL FENCE - BARBED WIRE FENCE - CHAIN LINK FENCE - DECORATIVE FENCE - STOCKADE FENCE - WOOD FENCE - ELECTRIC GUARD RAIL TREE LINE WETLAND CABLE TV QUALITY LEVEL D CABLE TV QUALITY LEVEL C CABLE TV QUALITY LEVEL B CABLE TV QUALITY LEVEL A FIBER OPTIC QUALITY LEVEL D FIBER OPTIC QUALITY LEVEL C FIBER OPTIC QUALITY LEVEL B FIBER OPTIC QUALITY LEVEL A POWER QUALITY LEVEL D POWER QUALITY LEVEL C POWER QUALITY LEVEL B POWER QUALITY LEVEL A GAS QUALITY LEVEL D GAS QUALITY LEVEL C GAS QUALITY LEVEL B GAS QUALITY LEVEL A COMMUNICATION QUALITY LEVEL D COMMUNICATION QUALITY LEVEL C COMMUNICATION QUALITY LEVEL B COMMUNICATION QUALITY LEVEL A OVERHEAD POWER OVERHEAD COMMUNICATION OVERHEAD UTILITIES 953.53 FORCE MAIN SANITARY SEWER SANITARY SERVICE STORM SEWER DRAINTILE STORM SEWER WATER MAIN WATER SERVICE PIPE CASING FORCE MAIN SANITARY SEWER SANITARY SERVICE STORM SEWER WATER MAIN WATER SERVICE BOUNDARY CENTERLINE EXISTING EASEMENT LINE PROPOSED EASEMENT LINE FLOOD PLAIN BOUNDARY EXISTING LOT LINE PROPOSED LOT LINE EXISTING RIGHT-OF-WAY PROPOSED RIGHT-OF-WAY SETBACK LINE SECTION LINE QUARTER SECTION LINE SIXTEENTH SECTION LINE EXISTING CONTOUR MINOR EXISTING CONTOUR MAJOR PROPOSED CONTOUR MINOR PROPOSED CONTOUR MAJOR PROPOSED GRADING LIMITS / SLOPE LIMITS PROPOSED SPOT ELEVATION RISE:RUN (SLOPE) EXISTING PROPOSED FUTURE DEMOLITION OHC OHC OHC OHU OHU OHU BCM CON CLVT FLAG GRILL H CP DW Y G-METER OHWM PED E PIV SAMPLING WELL ROCK RR RR GATE SEP SEPTIC VENT SEPTIC G-PIPE SPRINKLER IVB G-SER S-SER ST-SER W-SER TOWER ELEC TEST PIT TRAN GAS SAMPLING WELL WELL AIR CONTROL BS JLM M TS BM BENCH MAIL SCONTROL G E U PROPANE TANK G-REG R/W POST LO HYDRANT PVMNT MARKER (REFLECTOR) HYDRANT VALVE PEDESTAL CATVCTV CO LS G E SS S ? W TRASH AR MANHOLE-AIR RELEASE C DH PEDESTRIAN RAMP S POLE-UTILITY SERVICE RESECTED POINTR VENT GASG-VENT STORM SEWER OUTLET STRUCTURE STORM SEWER OVERFLOW STRUCTURE BOOSTER STATION WATER REDUCER STA:5+67.19 980.87 C C PROPOSED PRIVATE UTILITY LINES CTV-C CTV-C CTV-C G-C G-C G-C OHP OHP OHP C-C C-C C-C CABLE TV GAS COMMUNICATION OVERHEAD POWER WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTAND THAT I AM A DULY LICENSEDUNDER THE LAWS OF THE STATE OF PRINT NAME: SIGNATURE:DATE:LIC. NO.Plot Date: 10/12/2023 - 10:49amDrawing name: U:\193806146\CAD\Dwg\Plan Sheets\193806146_G002.dwgXrefs:, 193806146_BORDERTHE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.733 Marquette Avenue, Suite 1000Minneapolis, MN 55402www.stantec.comSHEET NUMBER DATENO SURVEY APPROVED DESIGNED DRAWN PROJ. NO. REVISION CHECKEDCITY OF COTTAGE GROVE, MINNESOTACOTTAGE GROVE UTILITY & ENGINEERING BUILDING193806146 PBW EPV DRS DRSENGINEERMINNESOTADAVID S. SANOCKI4097310/26/2023LMMCIVIL LEGENDG002 WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTAND THAT I AM A DULY LICENSEDUNDER THE LAWS OF THE STATE OF PRINT NAME: SIGNATURE:DATE:LIC. NO.Plot Date: 10/12/2023 - 10:50amDrawing name: U:\193806146\CAD\Dwg\Plan Sheets\193806146_G003.dwgXrefs:, 193806146_BORDERTHE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.733 Marquette Avenue, Suite 1000Minneapolis, MN 55402www.stantec.comSHEET NUMBER DATENO SURVEY APPROVED DESIGNED DRAWN PROJ. NO. REVISION CHECKEDCITY OF COTTAGE GROVE, MINNESOTACOTTAGE GROVE UTILITY & ENGINEERING BUILDING193806146 PBW EPV DRS DRSENGINEERMINNESOTADAVID S. SANOCKI4097310/26/2023LMMCONSTRUCTION, STAGING, & GENERAL NOTESG003 SUBSURFACE UTILITY INFORMATION: THE SUBSURFACE UTILITY INFORMATION ON THIS PLAN IS SHOWN TO UTILITY QUALITY LEVELS IN ACCORDANCE WITH THE LEGEND PROVIDED BELOW. THIS QUALITY LEVEL WAS DETERMINED ACCORDING TO THE GUIDELINES OF CI/ASCE 38-02, ENTITLED STANDARD GUIDELINES FOR THE COLLECTION AND DEPICTION OF EXISTING SUBSURFACE UTILITY DATA. UTILITY DESIGNATIONS ARE SHOWN ON DRAWING G0.02. UTILITY QUALITY LEVELS: LEVEL D - INFORMATION COMES SOLELY FROM EXISTING UTILITY RECORDS. LEVEL C - SURVEYING ABOVE GROUND UTILITY FACILITIES, SUCH AS MANHOLES, VALVE BOXES, ETC; AND CORRELATING THIS INFORMATION WITH EXISTING UTILITY RECORDS. LEVEL B - THE USE OF SURFACE GEOPHYSICAL TECHNIQUES TO DETERMINE THE EXISTENCE AND HORIZONTAL POSITION OF UNDERGROUND UTILITIES. LEVEL A - THE USE OF NONDESTRUCTIVE DIGGING EQUIPMENT AT HORIZONTAL AND VERTICAL POSITION OF UNDERGROUND UTILITIES, AS WELL AS THE TYPE, SIZE, CONDITION, MATERIAL AND OTHER CHARACTERISTICS. PRIVATE UTILITIES ARE SHOWN IN THE LOCATIONS PROVIDED BY THE UTILITY OWNER PRIOR TO CONSTRUCTION. EROSION AND SEDIMENT CONTROL NOTES: 1.ALL PERMITTEES, CONTRACTORS, AND SUBCONTRACTORS INVOLVED WITH STORM WATER POLLUTION PREVENTION SHALL OBTAIN A COPY OF THE STORM WATER POLLUTION PLAN AND THE STATE OF MINNESOTA NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES PHASE II PERMIT) AND BECOME FAMILIAR WITH THEIR CONTENTS AND IS RESPONSIBLE TO COMPLY WITH ALL REQUIREMENTS STATED WITHIN. 2.THE BMP'S SHOWN ON THE PLANS ARE THE MINIMUM REQUIREMENTS FOR THE ANTICIPATED SITE CONDITIONS. AS CONSTRUCTION PROGRESSES, THE PERMITTEE/CONTRACTOR SHALL ANTICIPATE THAT ADDITIONAL BMP'S MAY BE REQUIRED AS SITE CONDITIONS CHANGE AND SHALL PROVIDE ADDITIONAL BMP'S TO MEET APPLICABLE REQUIREMENTS. 3.ALL WORK AND MATERIALS SHALL BE CONSTRUCTED ACCORDING TO THE APPROVED PLANS AND SWPPP. ANY DEVIATION FROM THE APPROVED PLANS SHALL REQUIRE WRITTEN APPROVAL FROM THE CITY OF COTTAGE GROVE. PROJECT CONTROL NOTES: 1.ALL COORDINATES ARE WASHINGTON COUNTY COORDINATE SYSTEM 2.HORIZONTAL COORDINATES ARE BASED ON GEODETIC POSITION NAD 83 (1996 ADJUSTMENT) 3.VERTICAL ELEVATIONS ARE BASED ON NAVD88 4.PIPE LENGTH AND ELEVATIONS IN PROFILES ARE TO CENTER OF STRUCTURE NOTES: 1.INSTALL PVC SCHEDULE 40 CONDUIT CROSSINGS AS DIRECTED BY ENGINEER IN FIELD. CONDUIT TO BE USED AT A LATER DATE BY PRIVATE UTILITY CONTRACTORS AND THE CITY OF COTTAGE GROVE. 1.THE GRADING GRADE IS DEFINED AS THE BOTTOM OF THE SELECT GRANULAR BORROW OR AGGREGATE BASE WHERE NO SELECT BORROW IS PROPOSED. 2.SUITABLE GRADING MATERIAL ON THIS PROJECT SHALL CONSIST OF ALL SOILS ENCOUNTERED EXCEPT TOPSOIL, DEBRIS, ORGANIC MATERIAL AND OTHER UNSTABLE MATERIAL. 3.GRANULAR MATERIAL SHALL MEET THE REQUIREMENTS OF SPEC. 3149.2B 4.SELECT GRANULAR BORROW REGARDLESS OF SOURCE SHALL MEET THE REQUIREMENTS OF MnDOT SPEC. 3149.2B2. 5.SLOPE DRESSING IS DEFINED AS THE INPLACE TOPSOIL OR OTHER SOIL PLACED DURING PRIOR CONSTRUCTION TO PROVIDE A MEDIUM FOR ESTABLISHING TURF. 6.ANY DEBRIS WHICH MAY BE ENCOUNTERED BY THE CONTRACTOR DURING GRADING SHALL BE DISPOSED OF BY THE CONTRACTOR OFF THE PROJECT RIGHT OF WAY IN A SUITABLE DISPOSAL AREA AS APPROVED BY THE ENGINEER. 7.BITUMINOUS AND CONCRETE ITEMS DISTURBED BY CONSTRUCTION SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE RECYCLED TO THE EXTENT ALLOWED IN THE BASE AND SURFACING ITEMS OR DISPOSED OF OFF OF THE RIGHT OF WAY IN ACCORDANCE WITH MNDOT SPECIFICATION 2104.3C. 8.THE NEW UTILITY INSTALLATIONS AND IMPROVEMENTS WHICH ARE DEEPER THAN THE SUBGRADE IMPROVEMENT ZONE SHOULD BE PERFORMED PRIOR TO SUBGRADE PREPARATION. PROPER BEDDING OF PIPES APPEARS ON THE ATTACHED SHEET ENTITLED "BEDDING/FOUNDATION SUPPORT OF BURIED PIPE." BACKFILL COMPACTION SHALL MEET THE REQUIREMENTS OF MNDOT 2106.3F1 (SPECIFIED DENSITY METHOD). (INCIDENTAL) 9.MATERIALS DEFINED AS UNSUITABLE (TOPSOIL, ORGANIC, DEBRIS) MUST BE REMOVED FROM THE EMBANKMENT FOUNDATION. THE UNSUITABLE MATERIALS SHALL BE DISPOSED OF IN ACCORDANCE WITH SPEC. 2104 AND 2106. 10.WHERE SOILS ARE DRY AND STABLE, THE SUBCUT BOTTOM SHALL BE COMPACTED BY THE QUALITY COMPACTION METHOD AND INCLUDE A MINIMUM OF 4 PASSES WITH AN APPROVED ROLLER. COMPACTION SHALL BE COMPLETED TO THE SATISFACTION OF THE ENGINEER AND ACCORDING TO MNDOT SPECIFICATION 2106.3F2. 11.TEST ROLLING WILL BE REQUIRED. (INCIDENTAL) 12.IF INSTABILITY IS NOTED UNDER THE COMPACTION PROCESS, A COMPACTION SUBCUT SHALL BE PERFORMED. THE COMPACTION SUBCUT THICKNESS SHALL BE ONE FOOT, OR AS DIRECTED BY THE ENGINEER, PAID FOR AS SUBGRADE EXCAVATION. 13.COMPACTION OF SUITABLE GRADING MATERIAL SHALL BE IN ACCORDANCE WITH THE SPECIFIED DENSITY METHOD. 14.COMPACTION OF AGGREGATE BASE SHALL BE IN ACCORDANCE WITH THE SPECIFIED DENSITY METHOD. 15.PROVIDE FOR A UNIFORM BITUMINOUS TACK COAT BETWEEN ALL BITUMINOUS COURSES. THE TACK SHALL BE APPLIED IN ACCORDANCE WITH MNDOT SPECIFICATION 2357. THE ROADWAY SURFACE SHALL BE CLEAN AND FREE OF DEBRIS PRIOR TO APPLYING TACK. BITUMINOUS TACK COAT MATERIAL SHALL BE APPLIED AT A UNIFORM RATE OF 0.03 TO 0.05 GAL/SQ YD BETWEEN NEW BITUMINOUS LAYERS PLACED THAT HAVE BEEN SUBJECTED TO TRAFFIC AND A RATE OF 0.07 TO 0.10 GAL/SQ YD ON TRAFFICKED BITUMINOUS SURFACES TO BE OVERLAID. THESE APPLICATION RATES ARE FOR UNDILUTED EMULSION (AS SUPPLIED FROM THE REFINERY) OR MC LIQUID ASPHALT. (INCIDENTAL) 16.ALL BITUMINOUS MIXTURES SHALL MEET THE REQUIREMENTS OF SPEC. 2360. 17.ALL BITUMINOUS FINAL SURFACES WILL BE SUBJECT TO STRAIGHT EDGE SMOOTHNESS REQUIREMENTS AS FOLLOWS: ·THE SURFACE OF THE FINAL TWO LIFTS PLACED SHALL SHOW NO VARIATION GREATER THAN 1/4 INCH FROM THE EDGE OF A 10 FOOT STRAIGHTEDGE LAID PARALLEL TO OR AT RIGHT ANGLES TO THE CENTERLINE. ·SHOULDER SURFACING AND SURFACING ON TEMPORARY CONNECTIONS AND BYPASS SHALL SHOW NO VARIATIONS GREATER THAN 1/4 INCH FROM THE EDGE OF A 10 FOOT STRAIGHTEDGE LAID PARALLEL TO THE CENTERLINE. 18.PROVIDE A SAWCUT TO ENSURE A UNIFORM JOINT WHERE PLACING NEW PAVEMENT NEXT TO INPLACE PAVEMENT. 19.WHERE CONNECTING TO INPLACE ROADWAYS AT THE TERMINI OF PROPOSED NEW CONSTRUCTION, CUT VERTICALLY TO THE BOTTOM OF THE INPLACE SURFACING OR TO THE BOTTOM OF THE NEW PROPOSED SURFACING, WHICHEVER IS DEEPER, THEN AT A 1:20 TAPER TO THE BOTTOM OF THE RECOMMENDED EXCAVATION. 20.PROVIDE 1:20 TAPERS WHERE APPLICABLE FOR CHANGES IN MATERIAL TYPES TO PREVENT AN ABRUPT SOIL DIFFERENTIAL. TAPERS BETWEEN PLASTIC AND GRANULAR SOILS SHOULD BE CONSTRUCTED SO THAT THE GRANULAR SOIL OVERLAYS THE PLASTIC SOIL. 21.AS A PRECAUTIONARY MEASURE FROM A SOILS STANDPOINT, TRAFFIC LANES TO BE USED DURING CONSTRUCTION MUST BE DELINEATED TO KEEP VEHICLES A SAFE DISTANCE AWAY FROM THE ADJACENT EXCAVATION. THE DELINEATION SHOULD COINCIDE WITH POINTS ESTABLISHED BY PROJECTING 1:2 OR GREATER (FLATTER) SLOPE BETWEEN THE EDGE OF THE TRAFFIC SURFACE AND THE BOTTOM OF THE EXCAVATION. A 1:3 OR FLATTER SLOPE WILL BE REQUIRED IN SWAMP EXCAVATION AREAS. 22.THE TOP OF BACKSLOPES AND THE TOE OF FILL SLOPES SHALL BE ROUNDED TO NATURALIZE THE CONSTRUCTION EVEN THOUGH THE CROSS SECTIONS DO NOT SHOW ROUNDING. 23.THE CONTRACTOR IS HEREBY REMINDED OF THE RESPONSIBILITY UNDER STATE LAW TO CONTACT ALL UTILITIES THAT MAY HAVE FACILITIES IN THE AREA. CONTACT MUST BE MADE THROUGH GOPHER STATE ONE-CALL. 24.THE CONTRACTOR SHALL LOCATE ALL EXISTING UTILITIES IN AREAS OF POSSIBLE CONFLICTS WITH PROPOSED UTILITIES. ALL LOCATING, GRADE CHANGES TO PROPOSED UTILITIES, CUTTING, INVERT CHANGES, MODIFICATIONS TO STRUCTURES, CONSTRUCTION CREW "DOWN TIME" AND ADDITIONAL ADJUSTMENT RINGS REQUIRED TO CONSTRUCT PROPOSED UTILITIES UNDER/OVER EXISTING UTILITIES SHALL BE CONSTRUCTED AS INCIDENTAL. 25.IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SEE THAT THE TEMPORARY EROSION ITEMS ARE USED THROUGHOUT THE PROJECT. WHENEVER PRACTICAL, EVEN THOUGH SPECIFIC LOCATIONS FOR THEIR USE MAY NOT BE DESIGNATED DUE TO CONSTRUCTION STAGING. 26.THE CONTRACTOR IS RESPONSIBLE FOR CONDUCTING CONSTRUCTION IN A MANNER THAT WILL CONTROL EROSION, SEE THE EROSION CONTROL PLANS FOR SUGGESTED LOCATIONS AND DEVICES TO DO SO. 27.NO EXTRA PAYMENT WILL BE MADE FOR TEMPORARY STOCKPILING OF EXCAVATION, EMBANKMENT AND/OR BORROW MATERIAL. 28.WATER WILL BE REQUIRED FOR DUST CONTROL ON ALL GRAVEL SURFACES. 29.AS PART OF TRAFFIC CONTROL, WHEN CLOSING PATHS OR SIDEWALKS, PROVIDE SIGNAGE FOR USERS. PER THE MN MUTCD. 30.DO NOT BLOCK SIDEWALKS OR PATHS, WHICH REMAIN OPEN, WITH CONSTRUCTION EQUIPMENT OR MATERIALS. 31.PAVING JOINTS ON FINAL LIFT SHALL MATCH PROPOSED LANE LINES. CONSTRUCTION NOTES STORM SEWER SCHEDULE STRUCTURE TYPE STD PLATE CASTING DIA SPECIAL COMMENTS FES 601 FES STO-11 TRASH GUARD 27" CBMH 602 CBMH STO-6 R-3067-V 60"3' SUMP CBMH 603 CBMH STO-5 R-3067-V 48" CBMH 604 CBMH STO-5 R-3067-V 48" CBMH 605 CBMH STO-5 R-3067-V 48" CBMH 606 CBMH STO-5 R-3067-V 48" CBMH 607 CBMH STO-6 R-3067-VB 48"LOW POINT, 3' SUMP CBMH 608 CBMH STO-5 R-3067-VB 48"LOW POINT CBMH 609 CBMH STO-5 R-3067-VB 48"LOW POINT CB 610 CB STO-7 R-3067-VB 2'X3'LOW POINT CBMH 611 CBMH STO-5 R-3067-V 48" CB 612 CB STO-7 R-3067-V 2'X3' CBMH 613 CBMH STO-5 R-3067-VB 48"LOW POINT CBMH 614 CB STO-7 R-3067-VB 2'X3'LOW POINT >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>lllllllllllllllllllllllllllllllllll l l l llllll lll llllllllll>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>lS S llllllllllllllllllllllllllllll l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l>>>>>>>>l l l l l l l >>>>>>>>>>>>>FUTURE BUILDING EXPANSION STORM WATER POND SWALE FOR TANK OVERFLOW DISCHARGE PROPOSED WELL LOCATION FUTURE WATER SYSTEM EXPANSION AREA 3 FT HIGH EARTH BERM 3 F T H I G H EA R T H B E R M 3 FT HIGH EARTH BERM UTILITY & ENGINEERING BUILDINGSTORM SEWER DOMESTIC WATER MAIN RAW WATER MAIN SANITARY SEWER STORM WATER POND 110TH STREET S.IDEAL AVENUE S.WATER TREATMENT PLANT FUTURE PUBLIC WORKS EXPANSION AREA 3 FT HIGH EARTH BERM3 FT HIGH EARTH BERMSTORM SEWER DOMESTIC WATER MAIN SANITARY SEWER U EE E E E E E E E E E E E BM SITE PLANC001 N 0 80'160'WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTAND THAT I AM A DULY LICENSEDUNDER THE LAWS OF THE STATE OF PRINT NAME: SIGNATURE:DATE:LIC. NO.THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.SHEET NUMBER DATENO SURVEY APPROVED DESIGNED DRAWN PROJ. NO. REVISION CHECKEDCITY OF COTTAGE GROVE, MINNESOTACOTTAGE GROVE UTILITY & ENGINEERING BUILDING193806146 PBW EPV DRS DRSENGINEERMINNESOTADAVID S. SANOCKI4097310/26/2023LMM >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> >>>>>>>>>>>>>>lllllllllllllllllllllllllllllllllll l l l l l l l lllllllllll l lllll l lllllllllllllllll>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>ll>>llllllllllllllllllllllllllllll>>>>>>>>>>>>>>>>>>>>>>>>l l l l l l l l l l l l l l l l >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>FUTURE BUILDING EXPANSION STORM WATER POND SWALE FOR TANK OVERFLOW DISCHARGE FUTURE WATER SYSTEM EXPANSION AREA UTILITY & ENGINEERING BUILDING STORM SEWER DOMESTIC WATER MAIN RAW WATER MAIN SANITARY SEWER STORM WATER POND IDEAL AVENUE S.WATER TREATMENT PLANT FUTURE PUBLIC WORKS EXPANSION AREA 3 FT HIGH EARTH BERM3 FT HIGH EARTH BERMSTORM SEWER DOMESTIC WATER MAIN SANITARY SEWER U E E E E E OHU WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTAND THAT I AM A DULY LICENSEDUNDER THE LAWS OF THE STATE OF PRINT NAME: SIGNATURE:DATE:LIC. NO.THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.SHEET NUMBER DATENO SURVEY APPROVED DESIGNED DRAWN PROJ. NO. REVISION CHECKEDCITY OF COTTAGE GROVE, MINNESOTACOTTAGE GROVE UTILITY & ENGINEERING BUILDING193806146 PBW EPV DRS DRSENGINEERMINNESOTADAVID S. SANOCKI4097310/26/2023LMMSITE PLANC002 N 0 40'80' U E E E E E OHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHU>>llllllllllllllllllllllllllllllIDEAL AVENUE S.REMOVE BITUMINOUS PAVEMENT (28 FT X 155 FT) REMOVE BITUMINOUS PAVEMENT (14 FT X 155 FT) PROTECT TREES PROTECT TREES PROTECT TREES 800800805 805805801802 803 804 806 806 807 8 0 8801 8028038048058018028 0 3 8 0 4 807801804 WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTAND THAT I AM A DULY LICENSEDUNDER THE LAWS OF THE STATE OF PRINT NAME: SIGNATURE:DATE:LIC. NO.THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.SHEET NUMBER DATENO SURVEY APPROVED DESIGNED DRAWN PROJ. NO. REVISION CHECKEDCITY OF COTTAGE GROVE, MINNESOTACOTTAGE GROVE UTILITY & ENGINEERING BUILDING193806146 PBW EPV DRS DRSENGINEERMINNESOTADAVID S. SANOCKI4097310/26/2023LMMDEMOLITION PLANC003 N 0 40'80' GENERAL NOTES: TYPICAL SECTIONS ARE NOT TO SCALE EXISTING PAVEMENT DEPTHS ARE APPROXIMATE. SEE SOILS AND CONSTRUCTION NOTES FOR FURTHER DETAIL. 1 EXISTING TYPICAL SECTION IDEAL AVE S 13' 50' - 56' CL P/G 13' 32' - 44'EX. R/WEX. R/W INPLACE 5" BIT PAVEMENT INPLACE 8" CLASS 5 AGGREGATE BASE 2.5' SHLD 2.5' SHLD 8' TRAIL 9.2' BLVD VARIES LANE VARIES LANE INSET AGRADING GRADE VARIES VARIES 2 PROPOSED TYPICAL SECTION2V:1H2V:1H3" TYPE 9.5 WEARING COURSE MIX (2,C) (SPWEA230C) (TWO LIFTS) BITUMINOUS PATH 6" AGGREGATE BASE (CV) CL 5 (VIRGIN) COMPACTED SUB-BASE 6" TOPSOIL & TURF ESTABLISHMENT 6" TOPSOIL & TURF ESTABLISHMENT B618 C&G B618 C&G INSET B - BITUMINOUS PAVEMENT 8" AGGREGATE BASE (CV) CL 5 (VIRGIN) 12" SALVAGED AGGREGATE BACKFILL COMPACTED SUB-BASE 4" CONCRETE CONCRETE SECTION FOR PAD & BUILDING APRON 4" AGGREGATE BASE (CV) CL 5 (VIRGIN) COMPACTED SUB-BASE VIRGIN WEAR COURSE - 1.5" TYPE SP 12.5 WEARING COURSE MIXTURE (4,F) SPWEB440F BASE COURSE - 2.0" TYPE SP 12.5 NON WEARING COURSE MIXTURE (4,B) SPNWB430B INSET A - BITUMINOUS PAVEMENT 8" AGGREGATE BASE (CV) CL 5 (VIRGIN) 12" SALVAGED AGGREGATE BACKFILL COMPACTED SUB-BASE VIRGIN WEAR COURSE - 2.0" TYPE SP 12.5 WEARING COURSE MIXTURE (4,F) SPWEB440F BASE COURSE - 3.0" TYPE SP 12.5 NON WEARING COURSE MIXTURE (4,B) SPNWB430B VARIES LANE VARIES LANE INSET BGRADING GRADE VARIES VARIES 3 PROPOSED TYPICAL SECTION - PARKING LOT2V:1H2V:1H6" TOPSOIL & TURF ESTABLISHMENT 6" TOPSOIL & TURF ESTABLISHMENT B618 C&G B618 C&G 6" CONCRETE CONCRETE SECTION FOR SIDEWALK & FILL STATION 4" AGGREGATE BASE (CV) CL 5 (VIRGIN) COMPACTED SUB-BASE TYPICAL SECTIONSC101 WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTAND THAT I AM A DULY LICENSEDUNDER THE LAWS OF THE STATE OF PRINT NAME: SIGNATURE:DATE:LIC. NO.Plot Date: 10/12/2023 - 11:07amDrawing name: U:\193806146\CAD\Dwg\Plan Sheets\193806146_C101.dwgXrefs:, 193806146_BORDERTHE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.733 Marquette Avenue, Suite 1000Minneapolis, MN 55402www.stantec.comSHEET NUMBER DATENO SURVEY APPROVED DESIGNED DRAWN PROJ. NO. REVISION CHECKEDCITY OF COTTAGE GROVE, MINNESOTACOTTAGE GROVE UTILITY & ENGINEERING BUILDING193806146 PBW EPV DRS DRSENGINEERMINNESOTADAVID S. SANOCKI4097310/26/2023LMM U E E E E E OHU >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> >>>>>>>>>>>>>>ll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ll>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>STORM WATER POND SWALE FOR TANK OVERFLOW DISCHARGE UTILITY & ENGINEERING BUILDING STORM WATER POND IDEAL AVENUE S.WATER TREATMENT PLANT3 FT HIGH EARTH BERMIDEAL AVENUE S.PERMANENT EROSION CONTROL PLANC202 N 0 40'80' EROSION CONTROL LEGEND RIP RAP SEDIMENT CONTROL LOG TURF SOD SHORT PRAIRIE GRASS SEED MIX PERMANENT EROSION CONTROL NOTES: 1.SEE PLANTING PLAN FOR ADDITIONAL INFORMATION. 2.GRASS SEED MIX LIMITS AS DIRECTED BY ENGINEER. SEE LANDSCAPING PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTAND THAT I AM A DULY LICENSEDUNDER THE LAWS OF THE STATE OF PRINT NAME: SIGNATURE:DATE:LIC. NO.THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.SHEET NUMBER DATENO SURVEY APPROVED DESIGNED DRAWN PROJ. NO. REVISION CHECKEDCITY OF COTTAGE GROVE, MINNESOTACOTTAGE GROVE UTILITY & ENGINEERING BUILDING193806146 PBW EPV DRS DRSENGINEERMINNESOTADAVID S. SANOCKI4097310/26/2023LMM SSWR EX MH - MH 3 -STA - (6+50.00) 770 780 790 800 810 820 770 780 790 800 810 820 803.86804.30+50 804.77802.61+00 805.77801.0805.95801.42+00 806.17802.5806.39803.53+00 806.62804.7806.84805.94+00 807.05805.7807.30805.55+00 806.36804.9805.05804.26+00 804.94803.4803.27803.16+75 EX. 150'-8" P V C S D R 3 5 @ 3.75%EX MH 9STA 1+00RIM 804.77DEPTH 18.89INV 785.88 8" SINV 785.88 8" EINV 785.88 8" WEX. 52'-8" PVC SDR 35 @ 1.00%EX PLUG 9ASTA 1+52INV 786.40 8" EINV 786.40 8" W84'-8" PVC SDR 35 @ 1.00%MH 1STA 2+36RIM 806.22DEPTH 18.98INV 787.24 8" EINV 795.58 8" NINV 787.24 8" W197'-8" PVC SDR 35 @ 1.00%MH 2STA 4+34RIM 806.99DEPTH 17.77INV 789.22 8" EINV 789.22 8" W230'-8" PVC SDR 35 @ 1.00%MH 3STA 6+64RIM 804.01DEPTH 12.49INV 791.52 8" W7.5' MIN. COVEREX. 20" DIP WM (RAW) EX. 24" DIP WM EXISTING FINISHED GROUND PROFILE PROPOSED FINISHED GROUND PROFILE 20" DIP24" DIPEX. 8" DIP WM 8" DIP WMMAINTAIN 2' SEPARATION. ADD 2" INSULATION.21" RCP8" DIP770 780 790 800 810 820 770 780 790 800 810 820 806.83802.40+75 806.22802.21+00 802.91+50 42'-8" PVC SDR 35 @ 1.00%PLUG 1ASTA 2+36INV 796.00 8" SMH 1STA 2+36RIM 806.22DEPTH 18.98INV 787.24 8" EINV 795.58 8" NINV 787.24 8" W8" DIP8" DIP WM 60" DIA. DROP INLET MANHOLE>>>>>>>>>>>>>>>>>>>>>>l l l l l l lllllllllllllllllll>>>>>>>>>>>>lll>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>l l l l l l l l l l l l l l l l l l l l l l l l l l ll >>>>>>>>>>>>>>>>>>>>>>>>>>>llll>>>>>>>>>>>>>>>>>>>>>>>>>>UTILITY & ENGINEERING BUILDING (FFE 808.0) WATER POND REMOVE EX 8" PLUG, 1" CORP, CURB BOX, & 15' - 1" COPPER. CONNECT TO EX. 8" WM W/ 8" GV & BOX. EX. 8" DIP WM 8" TEE 8" GV & BOX HYDRANT 8" X 6" TEE 6" GV & BOX 25' - 6" DIP WM HYDRANT 8" X 6" REDUCER 6" GV & BOX 6' - 6" DIP WM EX MH 9 EX PLUG 9A MH 1 MH 2 MH 3 PLUG 1A 1+00 2+00 3+00 4+00 5+00 6+00 8" PLUG 8" PVC REMOVE EX. PLUG & CONNECT TO EX. 8" PIPE FILL STATION 2" CORP 50' - 2" COPPER 2" CURB STOP (REFERENCE FILL STATION DETAIL)1+00SANITARY SEWER NOTES: 1.STATIONING IN PROFILE REFLECTS PIPE STATIONING. WATER MAIN NOTES: 1.ALL WATER MAIN SHALL BE DIP CLASS 52 WRAPPED IN POLYETHYLENE. 2.WATER MAIN SHALL HAVE A MINIMUM OF 7.5 FEET OF COVER. 3.HYDRANT ELEVATIONS ARE GIVEN TO TOP NUT OF HYDRANT. N 0 25'50'SANITARY SEWER & WATERMAIN PLAN & PROFILESC401WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTAND THAT I AM A DULY LICENSEDUNDER THE LAWS OF THE STATE OF PRINT NAME: SIGNATURE:DATE:LIC. NO.THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.SHEET NUMBER DATENO SURVEY APPROVED DESIGNED DRAWN PROJ. NO. REVISION CHECKEDCITY OF COTTAGE GROVE, MINNESOTACOTTAGE GROVE UTILITY & ENGINEERING BUILDING193806146 PBW EPV DRS DRSENGINEERMINNESOTADAVID S. SANOCKI4097310/26/2023LMM >>>>>>>>>>>>>>>>>>>>l l l l l l l l l lllllllllllllllll l l l l l l l l l l l l l l l l l l l l l l l l l ll >>>>>>>>>>>>llll>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>l l l l l l l l l l l l l l l l l l l l l l l l l l ll >>>>>>>>>>>>>>>>>>>>>>>>>>>l>>>>>>>>>>>>>>>>>>>>>>>>>>UTILITY & ENGINEERING BUILDING (FFE 808.0) STORM WATER POND BTM 793.0 NWL 798.0 HWL 801.0 EX STMH 108 EX OCS 109 EX CBMH 209 EX STMH 210EX CBMH 211 EX CB 212 EX FES 301 EX FES 302 FES 601 CBMH 602 CBMH 603 CBMH 604 CBMH 605 CBMH 606 CBMH 607 CBMH 611 CBMH 6131+001+00 2+003 + 0 0 4+00 5+00 6+00 7+001+001+004" DRAINTILE 4" DRAINTILE 20 CY CL. 3 RIP RAP PLUG 604A STRM FES 601 - CBMH 607 -STA - (7+00.00) 770 780 790 800 810 820 770 780 790 800 810 820 792.28804.50+50 798.00803.31+00 805.40803.4806.42802.82+00 805.34802.0805.94800.93+00 805.42801.4805.70802.54+00 805.97803.1806.24804.35+00 806.52805.5806.79805.66+00 807.53805.3806.21805.07+00 805.55804.1805.15803.77+75FES 601STA 1+00RIM 799.67DEPTH ???INV 797.00 27" E29'-27" RCP CL 3 @ 0.50%CBMH 602STA 1+29RIM 805.02DEPTH 10.87SUMP 794.14INV 797.14 24" SINV 798.88 18" NINV 797.14 27" W94'-24" RCP CL 3 @ 0.50%115'-21" RCP CL 3 @ 0.50%CBMH 603STA 2+23RIM 805.22DEPTH 7.61INV 797.61 21" SEINV 797.61 24" NCBMH 604STA 3+38RIM 805.35DEPTH 7.16INV 798.19 21" EINV 801.67 15" SINV 801.35 12" NEINV 798.19 21" NW160'-21" RCP CL 3 @ 0.50%CBMH 605STA 4+98RIM 806.23DEPTH 7.24INV 798.99 18" EINV 801.30 15" SINV 798.99 21" W113'-18" RCP CL 5 @ 0.50%133'-18" RCP CL 5 @ 0.50%CBMH 606STA 6+11RIM 806.85DEPTH 7.30INV 799.55 18" EINV 799.55 18" WCBMH 607STA 7+44RIM 805.14DEPTH 7.92SUMP 797.22INV 800.22 18" W8" PVC8" DIPWAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTAND THAT I AM A DULY LICENSEDUNDER THE LAWS OF THE STATE OF PRINT NAME: SIGNATURE:DATE:LIC. NO.THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.SHEET NUMBER DATENO SURVEY APPROVED DESIGNED DRAWN PROJ. NO. REVISION CHECKEDCITY OF COTTAGE GROVE, MINNESOTACOTTAGE GROVE UTILITY & ENGINEERING BUILDING193806146 PBW EPV DRS DRSENGINEERMINNESOTADAVID S. SANOCKI4097310/26/2023LMM N 0 25'50'DRAINAGE PLAN & PROFILESC501 STORM SEWER NOTES: 1.EXTEND 4" DRAINTILE 20' BOTH DIRECTIONS OUT OF ALL CATCH BASINS AT LOW POINTS. STRM CBMH 604 - CB 612 -STA - (1+50.00) 770 780 790 800 810 820 770 780 790 800 810 820 807.49800.80+50 805.36801.21+00 806.47801.6806.88802.32+00 2+50CBMH 604STA 3+38RIM 805.35DEPTH 7.16INV 798.19 21" EINV 801.67 15" SINV 801.35 12" NEINV 798.19 21" NW21'-15" RCP CL 5 @ 0.50%CBMH 611STA 1+21RIM 806.31DEPTH 4.53INV 801.78 15" SINV 801.78 15" N60'-15" RCP CL 5 @ 0.50%CB 612STA 1+81RIM 806.17DEPTH 4.09INV 802.08 15" NSTRM CBMH 605 - CB 614 -STA - (1+50.00) 770 780 790 800 810 820 770 780 790 800 810 820 807.93805.40+50 806.23804.21+00 806.08803.1806.14802.52+00 2+50CBMH 605STA 4+98RIM 806.23DEPTH 7.24INV 798.99 18" EINV 801.30 15" SINV 798.99 21" W60'-15" RCP CL 5 @ 0.50%CB 614STA 1+81RIM 805.96DEPTH 4.25INV 801.71 15" N21'-15" RCP CL 5 @ 0.50%CBMH 613STA 1+21RIM 805.96DEPTH 4.55INV 801.41 15" SINV 801.41 15" NSTRM CBMH 604 - PLUG 604A -STA - (1+50.00) 770 780 790 800 810 820 770 780 790 800 810 820 806.01802.00+50 805.36801.21+00 807.99801.5803.42+00 65'-12" RCP CL 5 @ 1.00%PLUG 604ASTA 1+65INV 802.00 12" SWCBMH 604STA 3+38RIM 805.35DEPTH 7.16INV 798.19 21" EINV 801.67 15" SINV 801.35 12" NEINV 798.19 21" NW8" PVC8" DIP>>>>>>>>>>>>>>>>>>>>>>l l l l l l llllllllllllllllllll l l l l l l l l l l l l l l l l l l l l l l l l l ll >>>>>>>>>>>>llll>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>l l l l l l l l l l l l l l l l l l l l l l l l l l ll >>>>>>>>>>>>>>>>>>>>>>>>>>>l>>>>>>>>>>>>>>>>>>>>>>>>>>UTILITY & ENGINEERING BUILDING (FFE 808.0) BTM 793.0 NWL 798.0 HWL 801.0 EX CBMH 209 EX STMH 210EX CBMH 211 EX CB 212 EX FES 301 EX FES 302 CBMH 603 CBMH 604 CBMH 605 CBMH 606 CBMH 607 CBMH 611 CB 612 CBMH 613 CB 6142+003 + 0 0 4+00 5+00 6+00 7+001+001+004" DRAINTILE 4" DRAINTILE 4" DRAINTILE RIP RAP PLUG 604A N DRAINAGE PLAN & PROFILESC502 0 25'50' STORM SEWER NOTES: 1.EXTEND 4" DRAINTILE 20' BOTH DIRECTIONS OUT OF ALL CATCH BASINS AT LOW POINTS.WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTAND THAT I AM A DULY LICENSEDUNDER THE LAWS OF THE STATE OF PRINT NAME: SIGNATURE:DATE:LIC. NO.THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.SHEET NUMBER DATENO SURVEY APPROVED DESIGNED DRAWN PROJ. NO. REVISION CHECKEDCITY OF COTTAGE GROVE, MINNESOTACOTTAGE GROVE UTILITY & ENGINEERING BUILDING193806146 PBW EPV DRS DRSENGINEERMINNESOTADAVID S. SANOCKI4097310/26/2023LMM >>>>>>>>>>>>>>>>>>>>>>llllllllllllllllllllllllllll>>>>>>>>>>>>>>>>llllllllllllll>>>>>>>>>>>>>>>>>>>>>>>>UTILITY & ENGINEERING BUILDING (FFE 808.0) STORM WATER POND BTM 793.0 NWL 798.0 HWL 801.0 E OHPOHPOHPOHPOHPOHPOHPOHPOHPOHPEX STMH 107 FES 601 CBMH 602 CBMH 608 CBMH 609 CBMH 610 FES 701 FES 702 1+002+001+00 2+001+004" DRAINTILE 4" DRAINTILE 4" DRAINTILE 20 CY CL. 3 RIP RAP 18 CY CL. 3 RIP RAP STRM CBMH 602 - CBMH 610 -STA - (2+00.00) 770 780 790 800 810 770 780 790 800 810 820 805.68803.20+50 805.02802.71+00 804.36802.1804.02801.62+00 802.93801.43+00CBMH 602STA 1+29RIM 805.02DEPTH 10.87SUMP 794.14INV 797.14 24" SINV 798.88 18" NINV 797.14 27" W60'-18" RCP CL 5 @ 0.50%39'-18" RCP CL 5 @ 0.50%CBMH 608STA 1+60RIM 804.23DEPTH 5.04INV 799.18 18" NWINV 799.18 18" S24'-18" RCP CL 5 @ 0.50%CBMH 609STA 1+99RIM 804.00DEPTH 4.62INV 799.38 18" NINV 799.38 18" SECBMH 610STA 2+23RIM 804.00DEPTH 4.50INV 799.50 18" SSTRM FES 701 - FES 702 -STA - (1+50.00) 770 780 790 800 810 820 770 780 790 800 810 820 806.50+50 806.41+00 805.6805.52+00FES 702STA 1+73INV 801.54 18" SFES 701STA 1+00INV 801.46 18" N73'-18" RCP CL 5 @ 0.12%WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTAND THAT I AM A DULY LICENSEDUNDER THE LAWS OF THE STATE OF PRINT NAME: SIGNATURE:DATE:LIC. NO.THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.SHEET NUMBER DATENO SURVEY APPROVED DESIGNED DRAWN PROJ. NO. REVISION CHECKEDCITY OF COTTAGE GROVE, MINNESOTACOTTAGE GROVE UTILITY & ENGINEERING BUILDING193806146 PBW EPV DRS DRSENGINEERMINNESOTADAVID S. SANOCKI4097310/26/2023LMM N 0 25'50'DRAINAG PLAN & PROFILESC503 STORM SEWER NOTES: 1.EXTEND 4" DRAINTILE 20' BOTH DIRECTIONS OUT OF ALL CATCH BASINS AT LOW POINTS. FUTURE BUILDING EXPANSION STORM WATER POND SWALE FOR TANK OVERFLOW DISCHARGE FUTURE WATER SYSTEM EXPANSION AREA UTILITY & ENGINEERING BUILDING (FFE 808.0) STORM WATER POND IDEAL AVENUE S.WATER TREATMENT PLANT FUTURE PUBLIC WORKS EXPANSION AREA 3 FT HIGH EARTH BERM3 FT HIGH EARTH BERMU E E E E E OHU SAWCUT & MATCH EX. BITUMINOUS TRAIL. CONSTRUCT PEDESTRIAN CURB RAMP. CONSTRUCT CONCRETE HYDRANT PAD (TYP) SAWCUT & MATCH EX. BITUMINOUS TRAIL. CONSTRUCT PEDESTRIAN CURB RAMP. SAWCUT & MATCH EX. BITUMINOUS PAVEMENT. PATCH BITUMINOUS PAVEMENT. CONSTRUCT 28' F-F CONCRETE CURB & GUTTER DES. B618 R20'-FR40'-FR40' -FR40'-FR4 0 ' - FR40'-FR4 0 ' - F SAWCUT & MATCH EX. BITUMINOUS PAVEMENT. PATCH BITUMINOUS PAVEMENT. SAWCUT & MATCH EX. BITUMINOUS TRAIL. CONSTRUCT PEDESTRIAN CURB RAMP. SAWCUT & MATCH EX. BITUMINOUS TRAIL. CONSTRUCT PEDESTRIAN CURB RAMP. CONSTRUCT 24' F-F CONCRETE CURB & GUTTER DES. B618 R20'-FR 2 5 ' - F R 2 5 ' - F R40'-FR20'-F4SW 24SW 6SW (TYP) 20 FT9 FT20 FT10 FT CONSTRUCT 6' SIDEWALK CONSTRUCT 20' X 20' CONCRETE PAD CONSTRUCT CONCRETE PAD FOR DUMPSTER LOCATION 18 FT10 FT 18 FT10 FT CONSTRUCT 2' WIDE CONCRETE BUILDING APRON BUILDING STOOP (TYP) REFER TO ARCHITECTURAL PLANS 24SW 6SW CONSTRUCT CONCRETE PAD FOR FILL STATION (REFERENCE FILL STATION DETAIL) R15'- F R5'-F24 FT 24 FT18 FT CONSTRUCT 5.66' X 10' CONCRETE PAD BITUMINOUS PAVEMENT INSET B FOR PARKING AREA. REFERENCE TYPICAL SECTIONS. BITUMINOUS PAVEMENT INSET B FOR PARKING AREA. REFERENCE TYPICAL SECTIONS.STREETS PLANC601 N 0 40'80'WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTAND THAT I AM A DULY LICENSEDUNDER THE LAWS OF THE STATE OF PRINT NAME: SIGNATURE:DATE:LIC. NO.THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.SHEET NUMBER DATENO SURVEY APPROVED DESIGNED DRAWN PROJ. NO. REVISION CHECKEDCITY OF COTTAGE GROVE, MINNESOTACOTTAGE GROVE UTILITY & ENGINEERING BUILDING193806146 PBW EPV DRS DRSENGINEERMINNESOTADAVID S. SANOCKI4097310/26/2023LMM Plot Date: 10/05/2023 - 10:43amDrawing name: U:\193806146\CAD\Dwg\Plan Sheets\193806146_C801.dwgXrefs: Plot Date: 10/05/2023 - 10:43amDrawing name: U:\193806146\CAD\Dwg\Plan Sheets\193806146_C801.dwgXrefs: Plot Date: 10/05/2023 - 10:42amDrawing name: U:\193806146\CAD\Dwg\Plan Sheets\193806146_C801.dwgXrefs: Plot Date: 10/05/2023 - 10:41amDrawing name: U:\193806146\CAD\Dwg\Plan Sheets\193806146_C801.dwgXrefs: Plot Date: 10/05/2023 - 10:41amDrawing name: U:\193806146\CAD\Dwg\Plan Sheets\193806146_C801.dwgXrefs: Plot Date: 10/05/2023 - 10:40amDrawing name: U:\193806146\CAD\Dwg\Plan Sheets\193806146_C801.dwgXrefs: STANDARD DETAILSC807WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTAND THAT I AM A DULY LICENSEDUNDER THE LAWS OF THE STATE OF PRINT NAME: SIGNATURE:DATE:LIC. NO.Plot Date: 10/12/2023 - 2:39pmDrawing name: U:\193806146\CAD\Dwg\Plan Sheets\193806146_C802.dwgXrefs:, 193806146_BORDERTHE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.733 Marquette Avenue, Suite 1000Minneapolis, MN 55402www.stantec.comSHEET NUMBER DATENO SURVEY APPROVED DESIGNED DRAWN PROJ. NO. REVISION CHECKEDCITY OF COTTAGE GROVE, MINNESOTACOTTAGE GROVE UTILITY & ENGINEERING BUILDING193806146 PBW EPV DRS DRSENGINEERMINNESOTADAVID S. SANOCKI4097310/26/2023LMM STANDARD DETAILSC808WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTAND THAT I AM A DULY LICENSEDUNDER THE LAWS OF THE STATE OF PRINT NAME: SIGNATURE:DATE:LIC. NO.Plot Date: 10/12/2023 - 2:36pmDrawing name: U:\193806146\CAD\Dwg\Plan Sheets\193806146_C802.dwgXrefs:, 193806146_BORDERTHE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.733 Marquette Avenue, Suite 1000Minneapolis, MN 55402www.stantec.comSHEET NUMBER DATENO SURVEY APPROVED DESIGNED DRAWN PROJ. NO. REVISION CHECKEDCITY OF COTTAGE GROVE, MINNESOTACOTTAGE GROVE UTILITY & ENGINEERING BUILDING193806146 PBW EPV DRS DRSENGINEERMINNESOTADAVID S. SANOCKI4097310/26/2023LMM STANDARD DETAILSC809WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTAND THAT I AM A DULY LICENSEDUNDER THE LAWS OF THE STATE OF PRINT NAME: SIGNATURE:DATE:LIC. NO.Plot Date: 10/12/2023 - 2:35pmDrawing name: U:\193806146\CAD\Dwg\Plan Sheets\193806146_C802.dwgXrefs:, 193806146_BORDERTHE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.733 Marquette Avenue, Suite 1000Minneapolis, MN 55402www.stantec.comSHEET NUMBER DATENO SURVEY APPROVED DESIGNED DRAWN PROJ. NO. REVISION CHECKEDCITY OF COTTAGE GROVE, MINNESOTACOTTAGE GROVE UTILITY & ENGINEERING BUILDING193806146 PBW EPV DRS DRSENGINEERMINNESOTADAVID S. SANOCKI4097310/26/2023LMM STANDARD DETAILSC810WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTAND THAT I AM A DULY LICENSEDUNDER THE LAWS OF THE STATE OF PRINT NAME: SIGNATURE:DATE:LIC. NO.Plot Date: 10/12/2023 - 2:34pmDrawing name: U:\193806146\CAD\Dwg\Plan Sheets\193806146_C802.dwgXrefs:, 193806146_BORDERTHE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.733 Marquette Avenue, Suite 1000Minneapolis, MN 55402www.stantec.comSHEET NUMBER DATENO SURVEY APPROVED DESIGNED DRAWN PROJ. NO. REVISION CHECKEDCITY OF COTTAGE GROVE, MINNESOTACOTTAGE GROVE UTILITY & ENGINEERING BUILDING193806146 PBW EPV DRS DRSENGINEERMINNESOTADAVID S. SANOCKI4097310/26/2023LMM FILL STATION DETAIL FILL STATION CONCRETE PAD DETAIL 6"STANDARD DETAILSC811WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTAND THAT I AM A DULY LICENSEDUNDER THE LAWS OF THE STATE OF PRINT NAME: SIGNATURE:DATE:LIC. NO.Plot Date: 10/12/2023 - 2:34pmDrawing name: U:\193806146\CAD\Dwg\Plan Sheets\193806146_C802.dwgXrefs:, 193806146_BORDERTHE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.733 Marquette Avenue, Suite 1000Minneapolis, MN 55402www.stantec.comSHEET NUMBER DATENO SURVEY APPROVED DESIGNED DRAWN PROJ. NO. REVISION CHECKEDCITY OF COTTAGE GROVE, MINNESOTACOTTAGE GROVE UTILITY & ENGINEERING BUILDING193806146 PBW EPV DRS DRSENGINEERMINNESOTADAVID S. SANOCKI4097310/26/2023LMM SSSS>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>SSSS>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>l l l l l l l l l l l l l l ll >>>>>>>>>>>>>>>l>>>>>>>>>>>>>>>>>>>>>>DDDD 3" 6" 2" 100GPM 55PSI 3"212" 3" 2237.6 112" 3 4" 1" 11 2" 3 4" 3 4" 11 4" 11 4" 3 4"1" 11 4" 3 4" 11 2" 11 4" 1" 2" 1" 35.228 112" 47.527 112" 112" 2" 2" 112" 112" 4" D D D D D D D D D 30.323 112" 16.524 1" 20.825 112" 2" 1" 1" 1" 2636.6 112" 3 4" 1" 11 2" 3 4" 1631 1" 48.332 2" 112" 112" 2" 1" 11 4" 1" 1" 3 4" 1" 3 4" 3 4" 1" 11 4" 1" 3" 3" 3 4" 4" 3 4" 112" 11 2" 1" 3 4" 11 4" 1" 22.833 112" 3 4" 3 4" 10.030 1" 112" 34.729 112" 112" 2" 1"1"11 4"1" 11 4" 1" 11 2" 11 4" 2" 112" 11 2" 1" 11 4" D 11 4" 3"112"11 4" 2" 3 4" 3 4" 3 4" 3 4" 3 4" 3 4" 4" 1" E E OHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHP>>>>llllllllllllllllllllllllllllllll l IRRIGATION PLANIR101 JCB JCBLANDSCAPE ARCHITECT JACOB C. BURGSTAHLER54476WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTAND THAT I AM A DULY LICENSEDUNDER THE LAWS OF THE STATE OF PRINT NAME: SIGNATURE:DATE:LIC. NO.Plot Date: 10/12/2023 - 2:09pmDrawing name: U:\193806146\CAD\Dwg\Plan Sheets\193806146_IR101.dwgXrefs:, 193805365_BORDER, 193805365_XSXV, 193805365_XSNF, 193806146_XSNF, 193806146_XSNI, 193805365_XSNI, 193805365_XSNL, 193805365_XSNL VISUAL, 193806146_XSSS, 193805365_XSST, 193806146_XSXT, 193805365_XSXU, 193806146_XSNO, 48PRCL, 193806146_XSNUTHE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.733 Marquette Avenue, Suite 1000Minneapolis, MN 55402www.stantec.comSHEET NUMBER DATENO SURVEY APPROVED DESIGNED DRAWN PROJ. NO. REVISION CHECKEDCITY OF COTTAGE GROVE, MINNESOTACOTTAGE GROVE UTILITY & ENGINEERING BUILDING193806146 DRSLANDSCAPE ARCHITECTMINNESOTAJACOB C. BURGSTHALER54476N 0 20'40' IR102SEE SHEET IR104SEE SHEETPROPERTY LINE, TYP. POINT OF CONNECTION: EXISTING MAINLINE STUB W/ CONTROL WIRE SPLICE BOX SS>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>SS>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>M1 RS RC 50.718 112" 34.117 112" 13127 1" 42.712 112"42.311 112" 61 1" 20.63 112" 539.6 112" 647.3 112" 212" 3" 3" 3" 112" 6"2" 6" 3" 6" 2" 112"2" 2" 112"112" 112"112" 112" D D D D D DDDD D D D D D D D D D D 726.3 112" 3" 3" 3" 100GPM 59PSI 3" 3"212" 3" 1955.2 112" 2092 1" 2133.9 112" 2237.6 112" 112" 3" 42.56 1" 5.482 1" BF M 1"11 4" 11 2"1" 11 4" 11 4" 1" 11 2" 2" 4" D D D D D D 3651.7 2" 3 4" 2" 212" 212" 3" 3" 3 4" 2" 112" 112" 11 2" 1" 22.833 112" 3.5734 1" 1035 1" 3 4" 3 4" 11 4" 112" 11 4" 21 2" 212" 3760.6 2" D 3" 1" 1" 11 2"11 4" 2" 1" U E E OHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHU OHU OHU llllllllllllllllllllllllllllllll l l l l l IRRIGATION PLANIR102 JCB JCBLANDSCAPE ARCHITECT JACOB C. BURGSTAHLER54476WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTAND THAT I AM A DULY LICENSEDUNDER THE LAWS OF THE STATE OF PRINT NAME: SIGNATURE:DATE:LIC. NO.Plot Date: 10/12/2023 - 2:04pmDrawing name: U:\193806146\CAD\Dwg\Plan Sheets\193806146_IR101.dwgXrefs:, 193805365_BORDER, 193805365_XSXV, 193805365_XSNF, 193806146_XSNF, 193806146_XSNI, 193805365_XSNI, 193805365_XSNL, 193805365_XSNL VISUAL, 193806146_XSSS, 193805365_XSST, 193806146_XSXT, 193805365_XSXU, 193806146_XSNO, 48PRCL, 193806146_XSNUTHE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.733 Marquette Avenue, Suite 1000Minneapolis, MN 55402www.stantec.comSHEET NUMBER DATENO SURVEY APPROVED DESIGNED DRAWN PROJ. NO. REVISION CHECKEDCITY OF COTTAGE GROVE, MINNESOTACOTTAGE GROVE UTILITY & ENGINEERING BUILDING193806146 DRSLANDSCAPE ARCHITECTMINNESOTAJACOB C. BURGSTHALER54476N 0 20'40' IR101SEE SHEET IR103SEE SHEETEXISTING SYSTEM POINT OF CONNECTION BY OTHERS FOR REFERENCE ONLY EXISTING MAINLINE AND CONTROL WIRE RUN, TYP. PROPERTY LINE, TYP. SOUTH SITE IRRIGATION BY OTHERS, TYPICAL FOR REFERENCE ONLY EXISTING MAINLINE AND CONTROL WIRE RUN, TYP. SOUTH SITE IRRIGATION BY OTHERS, TYPICAL FOR REFERENCE ONLY POINT OF CONNECTION: EXISTING MAINLINE STUB W/ CONTROL WIRE SPLICE BOX >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>37.238 112" 6" 2" D D D 6" 2" D 38.78 112" 57.89 112" 37.610 112" 112" 3" 3" E E OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l IRRIGATION PLANIR103 JCB JCBLANDSCAPE ARCHITECT JACOB C. BURGSTAHLER54476WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTAND THAT I AM A DULY LICENSEDUNDER THE LAWS OF THE STATE OF PRINT NAME: SIGNATURE:DATE:LIC. NO.Plot Date: 10/12/2023 - 2:03pmDrawing name: U:\193806146\CAD\Dwg\Plan Sheets\193806146_IR101.dwgXrefs:, 193805365_BORDER, 193805365_XSXV, 193805365_XSNF, 193806146_XSNF, 193806146_XSNI, 193805365_XSNI, 193805365_XSNL, 193805365_XSNL VISUAL, 193806146_XSSS, 193805365_XSST, 193806146_XSXT, 193805365_XSXU, 193806146_XSNO, 48PRCL, 193806146_XSNUTHE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.733 Marquette Avenue, Suite 1000Minneapolis, MN 55402www.stantec.comSHEET NUMBER DATENO SURVEY APPROVED DESIGNED DRAWN PROJ. NO. REVISION CHECKEDCITY OF COTTAGE GROVE, MINNESOTACOTTAGE GROVE UTILITY & ENGINEERING BUILDING193806146 DRSLANDSCAPE ARCHITECTMINNESOTAJACOB C. BURGSTHALER54476N 0 20'40' IR104SEE SHEET IR102SEE SHEETEXISTING MAINLINE AND CONTROL WIRE RUN, TYP. SOUTH SITE IRRIGATION BY OTHERS, TYPICAL FOR REFERENCE ONLY PROPERTY LINE, TYP. >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>l l l l l l l l l l l l l l l l l l l >>>>>>>>>>>>>>>>>>llllll100GPM 61PSI 3" 11 4" D 2" 1" 42.639 112" 11 4" 2" 11 4" 11 4" 3 4" 1" 2" 31.540 112" 112" 1" 3 4" 1" 1" D 1"11 4" 1" 11 4" 11 2" 1"11 4" 11 4" 11 4" 21 2" 1" 11 4" 3 4" 3 4" 3 4"IRRIGATION PLANIR104 JCB JCBLANDSCAPE ARCHITECT JACOB C. BURGSTAHLER54476TRWWAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTAND THAT I AM A DULY LICENSEDUNDER THE LAWS OF THE STATE OF PRINT NAME: SIGNATURE:DATE:LIC. NO.Plot Date: 10/12/2023 - 2:02pmDrawing name: U:\193806146\CAD\Dwg\Plan Sheets\193806146_IR101.dwgXrefs:, 193805365_BORDER, 193805365_XSXV, 193805365_XSNF, 193806146_XSNF, 193806146_XSNI, 193805365_XSNI, 193805365_XSNL, 193805365_XSNL VISUAL, 193806146_XSSS, 193805365_XSST, 193806146_XSXT, 193805365_XSXU, 193806146_XSNO, 48PRCL, 193806146_XSNUTHE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.733 Marquette Avenue, Suite 1000Minneapolis, MN 55402www.stantec.comSHEET NUMBER DATENO SURVEY APPROVED DESIGNED DRAWN PROJ. NO. REVISION CHECKEDCITY OF COTTAGE GROVE, MINNESOTACOTTAGE GROVE UTILITY & ENGINEERING BUILDING193806146 DRSLANDSCAPE ARCHITECTMINNESOTAJACOB C. BURGSTHALER54476N 0 20'40' IR103SEE SHEETIR101SEE SHEETEXISTING MAINLINE AND CONTROL WIRE RUN, TYP. SOUTH SITE IRRIGATION BY OTHERS, TYPICAL FOR REFERENCE ONLY PROPERTY LINE, TYP. POINT OF CONNECTION: EXISTING MAINLINE STUB W/ CONTROL WIRE SPLICE BOX SYMBOL MANUFACTURER/MODEL/DESCRIPTION RAIN BIRD RD-12-P30-F-U SQ SERIES 12IN. POP-UP, WITH 30 PSI IN-STEM PRESSURE REGULATION, AND FLOW-SHIELD TECHNOLOGY. 1/2IN. NPT FEMALE THREADED INLET. RAIN BIRD R-VAN14 RD-06-SAM-P45-NP TURF ROTARY, 8FT.-14FT. 45-270 DEGREES AND 360 DEGREES. HAND ADJUSTABLE MULTI-STREAM ROTARY W/RD1800 TURF SPRAY BODY ON 6IN. POP-UP, WITH CHECK VALVE AND 45 PSI IN-STEM PRESSURE REGULATOR. 1/2IN. NPT FEMALE THREADED INLET. W/ NON-POTABLE PURPLE CAP. RAIN BIRD R-VAN18 RD-06-SAM-P45-NP TURF ROTARY, 13FT.-18FT. 45-270 DEGREES AND 360 DEGREES. HAND ADJUSTABLE MULTI-STREAM ROTARY W/RD1800 TURF SPRAY BODY ON 6IN. POP-UP, WITH CHECK VALVE AND 45 PSI IN-STEM PRESSURE REGULATOR. 1/2IN. NPT FEMALE THREADED INLET. W/ NON-POTABLE PURPLE CAP. RAIN BIRD R-VAN24 RD-06-SAM-P45-NP TURF ROTARY, 17FT.-24FT. 45-270 DEGREES AND 360 DEGREES. HAND ADJUSTABLE MULTI-STREAM ROTARY W/RD1800 TURF SPRAY BODY ON 6IN. POP-UP, WITH CHECK VALVE AND 45 PSI IN-STEM PRESSURE REGULATOR. 1/2IN. NPT FEMALE THREADED INLET. W/ NON-POTABLE PURPLE CAP. RAIN BIRD 1804-SAM-PRS-5 SERIES STREAM STREAM BUBBLER 4.0IN. POPUP WITH CHECK VALVE AND PRESSURE REGULATOR. SYMBOL MANUFACTURER/MODEL/DESCRIPTION RAIN BIRD 5006-PL-PC-SAM-R-NP-MPR 25 TURF ROTOR, 6IN. POP-UP, PLASTIC RISER, WITH FLOW SHUT-OFF DEVICE. MATCHED PRECIPITATION ROTOR (MPR NOZZLE), ARC AND RADIUS AS PER SYMBOL. 25 FT=RED, 30 FT=GREEN, 35FT=BEIGE. WITH CHECK VALVE, IN-STEM PRESSURE REGULATOR, AND NON POTABLE PURPLE CAP. RAIN BIRD 5006-PL-PC-SAM-R-NP-MPR 30 TURF ROTOR, 6IN. POP-UP, PLASTIC RISER, WITH FLOW SHUT-OFF DEVICE. MATCHED PRECIPITATION ROTOR (MPR NOZZLE), ARC AND RADIUS AS PER SYMBOL. 25 FT=RED, 30 FT=GREEN, 35FT=BEIGE. WITH CHECK VALVE, IN-STEM PRESSURE REGULATOR, AND NON POTABLE PURPLE CAP. RAIN BIRD 5006-PL-PC-SAM-R-NP-MPR 35 TURF ROTOR, 6IN. POP-UP, PLASTIC RISER, WITH FLOW SHUT-OFF DEVICE. MATCHED PRECIPITATION ROTOR (MPR NOZZLE), ARC AND RADIUS AS PER SYMBOL. 25 FT=RED, 30 FT=GREEN, 35FT=BEIGE. WITH CHECK VALVE, IN-STEM PRESSURE REGULATOR, AND NON POTABLE PURPLE CAP. SYMBOL MANUFACTURER/MODEL/DESCRIPTION RAIN BIRD XCZ-100-IVMQ WIDE FLOW IVM DRIP CONTROL KIT FOR COMMERCIAL APPLICATIONS. 1IN. BALL VALVE WITH 1IN. PESBIVM SMART VALVE W/ FACTORY INSTALLED IVM-SOL 0.3-20 GPM AND 1IN. PRESSURE REGULATING 40PSI QUICK-CHECK BASKET FILTER 0.3-20 GPM AREA TO RECEIVE DRIP EMITTERS RAIN BIRD 1804-SAM-PRS-5 SERIES STREAM STREAM BUBBLER 4.0IN. POPUP WITH CHECK VALVE AND PRESSURE REGULATOR. 5H-B emitters (1 assigned to each #2 plant) 5H-B emitters (1 assigned to each #1 Cont. plant) 5H-B emitters (1 assigned to each #1 plant) 5H-B emitters (1 assigned to each # 3 plant) 5H-B emitters (1 assigned to each #2 CONT. plant) 5H-B emitters (2 assigned to each 1.5" BB plant) 5H-B emitters (1 assigned to each 2 gallon plant) 5H-B emitters (3 assigned to each 2.5" B&B plant) 5H-B emitters (3 assigned to each 6` ht. B&B plant) 5H-B emitters (3 assigned to each B & B, 2"Cal plant) 5H-B emitters (1 assigned to each # 1 plant) 5H-B emitters (2 assigned to each #5 plant) IRRIGATION SCHEDULE HUNTER ICV-G-FS-R PLASTIC ELECTRIC REMOTE CONTROL VALVES, GLOBE CONFIGURATION, WITH NPT THREADED INLET/OUTLE. WITH FILTER SENTRY FACTORY INSTALLED OPTION, AND RECLAIMED WATER ID, PURPLE HANDLE. RAIN BIRD 44-NP 1IN. BRASS QUICK-COUPLING VALVE, WITH CORROSION-RESISTANT STAINLESS STEEL SPRING, LOCKING NON-POTABLE PURPLE RUBBER COVER, AND 2-PIECE BODY. LASCO FITTINGS TUBV-SC SHUT OFF/ISOLATION VALVE: PLASTIC FULL BLOCK TRUE UNION BALL VALVE. INSTALL SAME SIZE AS MAINLINE. GRISWOLD DWS-9991 2" BRASS, IN-LINE, ON-OFF, SOLENOID CONTROL VALVE, NORMALLY OPEN, SELF-CLEANING. SLOW-CLOSING AND OPENING. FEBCO 825YD 2-1/2" REDUCED PRESSURE BACKFLOW PREVENTER RAIN BIRD ESP-LXD 50 STATION, 2-WIRE DECODER BASED CONTROLLER. OUTDOOR, PLASTIC WALL-MOUNT ENCLOSURE. SYSTEM REQUIREMENTS: RAIN BIRD FD-XXX-TURF FIELD DECODERS, PAIGE ELECTRIC CABLE P7072D & RAIN BIRD WC20 DRY SPLICES ONLY. GROUND SYSTEM W/ (X) LSP-1TURF LINE SURGE PROTECTORS IN ROUND VALVE BOXES. INSTALL PER MANUFACTURERS RECOMMENDATIONS. RAIN BIRD FD-101TURF FIELD DECODER FOR TWO-WIRE SYSTEM. INSTALL IN VALVE BOX FOR VALVE. OPERATES ONE VALVE/SOLENOID. USE LINE SURGE PROTECTION AS PER MANUFACTURER'S DIRECTIONS. RAIN BIRD IQ4G-USA IQ NCC 4G CELLULAR CARTRIDGE UPGRADES ESP-LX SERIES CONTROLLERS TO IQ SATELLITE, FOR COMMUNICATION WITH IQ CENTRAL CONTROL. INCLUDE IQEXTANT4G EXTERNAL ANTENNA FOR METAL OR STAINLESS STEEL CABINET/PEDESTAL. USED FOR DIRECT OR SERVER SATELLITE APPLICATIONS. RAIN BIRD PSR PUMP START RELAY FOR OPTIMUM PUMP PERFORMANCE AND PROTECTION. COMPATIBLE WITH ALL RAIN BIRD IRRIGATION CONTROLLERS. 110 OR 220 VOLT. RAIN BIRD WR2-RC WIRELESS RAIN SENSOR COMBO, INCLUDES 1 RECEIVER AND 1 RAIN SENSOR TRANSMITTER. CREATIVE SENSOR TECHNOLOGY FSI-T15-001 1.5IN. PVC TEE TYPE FLOW SENSOR W/SOCKET ENDS. 2 WIRE DIGITAL OUTPUT. FLOW RANGE 1.8 GPM - 108 GPM. WATERTRONICS WATERMAX 5000 SINGLE PUMP CENTRIFUGAL SELF-ENCLOSED VFD PUMP STATION, 208V 3-PHASE. 25HP. UL LISTED PACKAGED PUMP STATION, PRESSURE DROP, FLOW BASED AND 24 VAC REMOTE START RELAY STARTING OPTIONS, FLOW SENSOR, TEMP VOLUTE SENSOR SPLICE BOX CONTROL WIRE BUNDLE IN JUNCTION BOX. COIL WIRES, 6' MINIMUM COIL LENGTH, IN 10" ROUND VALVE BOX. CAP FOR FUTURE USE CAP AT THE MAINLINE OR LATERAL LINE FOR FUTURE USE. THE PRESSURE AND FLOW PROVIDED TO THAT LOCATION ARE INDICATED NEXT TO THE CAP SYMBOL. WATER METER 2" INSTALL PER CITY STANDARD IRRIGATION LATERAL LINE: PVC CLASS 160 SDR 26 IRRIGATION MAINLINE: PVC CLASS 160 SDR 26 PIPE SLEEVE: PVC SCHEDULE 40 BF C D R RS X X M1 IRRIGATION LEGEND AND NOTESIR801 - JCB JCB JCBLANDSCAPE ARCHITECTJACOB C. BURGSTAHLER5447607/27/2023TRWWAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTAND THAT I AM A DULY LICENSEDUNDER THE LAWS OF THE STATE OF PRINT NAME: SIGNATURE:DATE:LIC. NO.Plot Date: 10/12/2023 - 2:11pmDrawing name: U:\193806146\CAD\Dwg\Plan Sheets\193806146_IR801.dwgXrefs:, 193806146_BORDER, 193805365_XSNITHE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.733 Marquette Avenue, Suite 1000Minneapolis, MN 55402www.stantec.comSHEET NUMBER DATENO SURVEY APPROVED DESIGNED DRAWN PROJ. NO. REVISION CHECKEDCITY OF COTTAGE GROVE, MINNESOTACOTTAGE GROVE UTILITY & ENGINEERING BUILDING193806146 DRSLANDSCAPE ARCHITECTMINNESOTAJACOB C. BURGSTHALER54476GENERAL NOTES: 1.CONTRACTOR TO VERIFY ALL UNDERGROUND UTILITY LOCATIONS PRIOR TO COMMENCING WORK. CONTACT GOPHER STATE ONE AT (651)-454-0002. 2.CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND SITE CONDITIONS SHOWN ON PLANS PRIOR TO CONSTRUCTION. NOTIFY LANDSCAPE ARCHITECT OR OWNERS REPRESENTATIVE OF MAJOR DISCREPANCIES THAT WILL AFFECT CONSTRUCTION OPERATIONS. 3.CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF THE INSTALLATION, AND OPERATION OF THE IRRIGATION SYSTEM WITHIN LIMITS OF WORK. 4.DAMAGE TO PROPERTY FROM LANDSCAPE WORK MUST BE REPAIRED AT NO ADDITIONAL COST TO THE OWNER. SPRAY HEAD NOTES: 1.FULL (HEAD-TO-HEAD) COVERAGE IS REQUIRED WITHIN THE AREAS DELINEATED TO RECEIVE IRRIGATION. 2.LOCATE ALL HEADS 0'-6" FROM BACK OF WALK, CURB, ETC. AND ADJUST NOZZLES TO WATER ENTIRE PLANTING AREA, INCLUDING AREA FROM BACK OF WALK TO HEAD. 3.PROVIDE 6" HIGH POP UP HEADS AS REQUIRED FOR WATER (STREAM) TO CLEAR IMMEDIATELY ADJACENT PLANTS AND PROVIDE HEAD TO HEAD COVERAGE. 6" POP UP HEIGHT MINIMUM IN TURF. INCLUDE MATURE PLANT HEIGHT, NOZZLE TRAJECTORY, STREAM HEIGHT, SURFACE SLOPES, ETC. TO DETERMINE POP UP HEIGHT. REVIEW STRATEGY WITH LANDSCAPE ARCHITECT IN FIELD PRIOR TO DESIGN AND INSTALLATION. 4.ALL POP-UP STYLE IRRIGATION HEADS TO BE LOCATED IN TURF AREAS SHALL BE INSTALLED SO THE TOP OF THE IRRIGATION HEADS ARE 1/4" ABOVE FINISH GRADE. 5.IRRIGATION CONTRACTOR SHALL REDUCE THE "THROW" OR RADIUS OF SPRAY NOZZLES WHEREVER SPRAY HEAD REQUIRED FOR PROPER COVERAGE HAS A RADIUS THAT EXCEEDS THE PLANTING AREA DIMENSIONS. 6.WHEN INSTALLING SPRAY SERIES NOZZLES THAT REQUIRE ARC PATTERNS OTHER THAN THE STANDARD ARC PATTERNS (E.G., 360, 180, AND 90), THE CONTRACTOR SHALL USE THE APPROPRIATE FIXED ARC PATTERN (E.G. 120, 240, 270). THE CONTRACTOR SHALL USE VARIABLE ARC NOZZLES WHEN INSTALLING IRRIGATION HEADS ONLY WHEN REQUIRED PATTERN IS NOT ONE OF THE FIXED ARC PATTERNS. SELECT THE RADIUS OF VARIABLE ARC NOZZLES NOZZLES TO MATCH SITE CONDITIONS. 7.THE IRRIGATION CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING FIELD ADJUSTMENTS TO THE IRRIGATION SYSTEM BY INSTALLING A QUARTER CIRCLE OR HALF CIRCLE SPRINKLER HEAD ON EACH SIDE OF ANY VERTICAL ELEMENT (UTILITY BOXES, STREET LIGHTS, TREES, ETC.) WHICH PREVENTS PROPER COVERAGE BY INTERFERING WITH THE SPRAY PATTERN OF THE IRRIGATION HEAD. ALL ADJUSTMENTS SHALL BE MADE AT NO ADDITIONAL COSTS TO THE OWNER. 8.LOCATE ROWS OF HEADS AND DRIP IRRIGATION LATERAL GROUPINGS AT TOP AND MID SLOPE TO MINIMIZE AND / OR ELIMINATE STANDING WATER AT BOTTOM OF SLOPE. TO THE EXTENT POSSIBLE, AVOID LOCATING HEADS AT BOTTOM OF SLOPE. CIRCUIT HEADS AT SAME ELEVATION TOGETHER. 9.DRAINAGE OF IRRIGATION WATER THROUGH SPRAY HEAD WILL NOT BE ALLOWED. INSTALL CHECK VALVES OR EQUAL AS REQUIRED TO CONTROL LOW HEAD DRAINAGE. INSTALLATION OF CHECK VALVE FEATURES SHALL BE INCLUDED IN THE BID PRICE OF THE IRRIGATION SYSTEM. 10.THE IRRIGATION CONTRACTOR SHALL BE RESPONSIBLE FOR SETTING ALL SPRAY HEADS TO BE PERPENDICULAR TO THE ADJACENT FINISH GRADE UNLESS INSTRUCTED OTHERWISE. IRRIGATION DESIGN NOTES: 1.THE IRRIGATION CONTRACTOR SHALL BE RESPONSIBLE FOR FAMILIARIZING THEMSELVES WITH ALL DIFFERENCES IN GRADE, LOCATION OF OBSTRUCTIONS, LOCATION OF UTILITIES, ETC. MAKE IRRIGATION POINT OF CONNECTION AS INDICATED ON PLAN AND COORDINATE WITH OTHER WORK AS REQUIRED. EXACT LOCATION OF VACUUM BREAKER TO BE APPROVED BY LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. 2.THE IRRIGATION SYSTEM DESIGN IS BASED UPON THE MINIMUM OPERATING PRESSURE OF 65 PSI AND THE MAXIMUM FLOW DEMAND OF 45 GPM AT EACH POINT OF CONNECTION. THE IRRIGATION CONTRACTOR SHALL VERIFY WATER PRESSURE PRIOR TO CONSTRUCTION. ANY DIFFERENCE BETWEEN THE WATER PRESSURE INDICATED ON THE DRAWINGS AND THE ACTUAL PRESSURE READING AT THE IRRIGATION POINT OF CONNECTION SHALL BE IMMEDIATELY REPORTED IN WRITING TO THE OWNER'S AUTHORIZED REPRESENTATIVE. IF THE PRESSURE DIFFERENCES ARE NOT IMMEDIATELY REPORTED PRIOR TO BEGINNING CONSTRUCTION, THE IRRIGATION CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ALL REVISIONS TO THE IRRIGATION SYSTEM DEEMED NECESSARY BY THE OWNER'S REPRESENTATIVE AND ALL COSTS ASSOCIATED WITH THOSE REVISIONS. IF STATIC PRESSURE EXCEEDS 80 PSI, A PRESSURE REDUCER IS REQUIRED. 3.THE IRRIGATION DESIGN PRESENTED IN THESE DOCUMENTS IS INTENDED TO BE DIAGRAMMATIC AND INDICATIVE OF THE WORK TO BE COMPLETED. ALL IRRIGATION EQUIPMENT, PIPING AND VALVE LOCATIONS, ETC. SHOWN WITHIN PAVED AREAS ARE FOR DESIGN CLARIFICATION AND SHALL ONLY BE INSTALLED ON OWNER'S PROPERTY, WITHIN CONSTRUCTION LIMITS, AND WITHIN PLANTING AREAS UNLESS OTHERWISE NOTED ON PLANS. IRRIGATION CONTRACTOR SHALL INSTALL ALL REMOTE CONTROL VALVES, QUICK COUPLERS, AND ISOLATION VALVES, IN SHRUB PLANTING AREAS OR AS APPROVED BY OWNER'S REPRESENTATIVE & THE LANDSCAPE IRRIGATION DESIGNER. TO THE EXTENT POSSIBLE, LOCATE ELECTRIC REMOTE CONTROL VALVE BOXES OUT OF DIRECT VIEW, YET ACCESSIBLE. AVOID ANY CONFLICTS BETWEEN THE SPRINKLER SYSTEM, PLANTING, LIGHTING AND ARCHITECTURAL FEATURES. 4.WHEN IT IS APPARENT TO THE LANDSCAPE CONTRACTOR IN THE FIELD THAT OBSTRUCTIONS, GRADE DIFFERENCES, OR DIFFERENCES IN THE CALCULATED AREA DIMENSIONS EXIST THAT MAY HAVE NOT BEEN CONSIDERED IN THE DESIGN OF THE SYSTEM, THE IRRIGATION CONTRACTOR SHALL NOT WILLFULLY INSTALL THE IRRIGATION SYSTEM AS INDICATED ON THE CONSTRUCTION DRAWINGS. THE OWNER'S AUTHORIZED REPRESENTATIVE SHALL BE NOTIFIED IN WRITING OF ANY SUCH OBSTRUCTIONS OR DIFFERENCES PRIOR TO BEGINNING ANY IRRIGATION INSTALLATION. IF NOTIFICATION IS NOT RECEIVED PRIOR TO BEGINNING INSTALLATION, THE IRRIGATION CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ALL REVISIONS TO THE IRRIGATION SYSTEM AS DEEMED NECESSARY BY OWNER'S REPRESENTATIVE AND ALL COSTS ASSOCIATED WITH THOSE REVISIONS. 5.IRRIGATION SYSTEM TO INCLUDE PIPING, VALVES, EMITTERS AND ALL OTHER COMPONENTS NECESSARY TO INSTALL A COMPLETE SYSTEM AS REQUIRED IN THE PLANS AND SPECIFICATIONS. IRRIGATION BID TO INCLUDE CONTRACTOR PROVIDED SUBMITTALS FOR REVIEW. SEE SPECIFICATIONS. 6.THE CONTRACTOR IS RESPONSIBLE TO PROVIDE ALL IRRIGATION EQUIPMENT AND APPURTENANCES, INCLUDING ITEMS NOT SHOWN, BUT NECESSARY TO ACHIEVE A COMPLETE AND OPERABLE IRRIGATION SYSTEM. 7.THE IRRIGATION CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING ALL CONTROL WIRE AND MAINLINE SLEEVING OF SUFFICIENT SIZE, UNDER ALL PAVED AREAS IN ADDITION TO THE SLEEVING SHOWN ON THE DRAWINGS. 8.SLEEVING LOCATIONS ARE APPROXIMATE AND INTENDED TO SHOW INTENT ONLY. FIELD ADJUST SLEEVE LOCATIONS AS NECESSARY. 9.CAP THE ENDS OF ALL SLEEVES NOT CURRENTLY IN USE. 10.ALL PRODUCT APPLICATIONS AND INSTALLATIONS MUST MEET MANUFACTURER'S REQUIREMENTS. 11.FLOW RATES THROUGH PVC PIPING NOT TO EXCEED MANUFACTURER'S RECOMMENDATIONS. 12.ANY DISCREPANCIES BETWEEN THESE PLANS AND SPECIFICATIONS MUST BE BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT PRIOR TO BID OPENING. 13.DESIGN INTENT IS TO PROVIDE AN IRRIGATION SYSTEM THAT PROVIDES SUFFICIENT WATER TO ALL PLANTING AREAS AND LIMITS WATER FROM NON-IRRIGATED AREAS. KEEP IRRIGATION WATER OFF OF ALL BUILDINGS, SIDEWALKS, ROADWAYS, AND OTHER PAVED SURFACES. IT IS THE RESPONSIBILITY OF THE IRRIGATION CONTRACTOR TO FIELD ADJUST AND / OR RECTIFY THESE CONDITIONS AS NECESSARY TO ENSURE THAT OVERSPRAY AND RUNOFF DO NOT OCCUR. 14.THE IRRIGATION CONTRACTOR SHALL BE RESPONSIBLE FOR ADJUSTING THE PRESSURE REGULATOR ON EACH ELECTRIC CONTROL VALVE SO THE IRRIGATION HEAD FARTHEST AND HIGHEST IN ELEVATION FROM ITS ASSOCIATED CONTROL VALVE FUNCTIONS WITHIN THE OPERATING PRESSURE SHOWN ON THE IRRIGATION LEGEND (NOT TO EXCEED 5 PSI ABOVE THE INDICATED OPERATING PRESSURE). ELECTRICAL NOTES: 1.ALL 120 V.A.C. PRIMARY, AND 24 V.A.C. SECONDARY POWER TO BE INSTALLED AS PER STATE AND LOCAL CODES, WITH GROUND WIRE; MEETING N.E.C. REQUIREMENTS. 2.ALL WIRE SHALL BE APPROVED FOR THE APPLICATION IN WHICH IT IS INSTALLED INCLUDING DIRECT BURIAL IN EARTH OR DIRECT BURIAL IN CONDUIT AND SIZED AS REQUIRED PER THE MANUFACTURER AND THE N.E.C. 3.ALL POWER WIRE TAPS AND CONNECTIONS TO CONFORM TO LOCAL AND STATE CODES AND TO BE PERFORMED BY A LICENSED ELECTRICIAN. 4.INSTALL VALVE WIRES IN ONE CONTINUOUS PULL FROM VALVES TO CONTROLLER, WITHOUT SPLICES. IF NECESSARY, ALL 24 V.A.C. FIELD SPLICES TO BE NOTED ON "AS-BUILT" DRAWINGS AND LOCATED IN ECONO VALVE BOXES AND MARKED. 3.24 VAC WIRE SPLICING MATERIAL SHALL BE DIRECT BURIAL SPLICE KIT AS MANUFACTURED BY 3M. ONLY DBR SPLICE KIT IS ALLOWED, OR EQUAL. (EXISTING - PHASE 1 WTP) (EXISTING - PHASE 1 WTP) (EXISTING - PHASE 1 WTP) (EXISTING - PHASE 1 WTP) (EXISTING - PHASE 1 WTP) (EXISTING - PHASE 1 WTP) (EXISTING - PHASE 1 WTP) (EXISTING - PHASE 1 WTP) (EXISTING - PHASE 1 WTP) (EXISTING - PHASE 1 WTP) IRRIGATION DETAILSIR802 - JCB JCBLANDSCAPE ARCHITECTJACOB C. BURGSTAHLER5447605/12/2023TRWWAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTAND THAT I AM A DULY LICENSEDUNDER THE LAWS OF THE STATE OF PRINT NAME: SIGNATURE:DATE:LIC. NO.Plot Date: 10/12/2023 - 2:14pmDrawing name: U:\193806146\CAD\Dwg\Plan Sheets\193806146_IR801.dwgXrefs:, 193806146_BORDER, 193805365_XSNITHE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.733 Marquette Avenue, Suite 1000Minneapolis, MN 55402www.stantec.comSHEET NUMBER DATENO SURVEY APPROVED DESIGNED DRAWN PROJ. NO. REVISION CHECKEDCITY OF COTTAGE GROVE, MINNESOTACOTTAGE GROVE UTILITY & ENGINEERING BUILDING193806146 DRSLANDSCAPE ARCHITECTMINNESOTAJACOB C. BURGSTHALER54476 >>>>>>>>>>>>>>>>>>>>>>>>llllllllllllllll>>>>>>>>>>>>>>>>l l>>>>>>>>>>>>>>>>>>>>STORMWATERPONDFUTURE WATER SYSTEMEXPANSION AREAUTILITY &ENGINEERINGBUILDING110TH STREET S.IDEAL AVENUE S.WATERTREATMENTPLANTMH 3 SSEX MH 9SSEX MH 6>>>>>SSEX MH 10>>>>>>>>EX PLUG 9A>MH 3MH 2>>>>>>>MH 1>>>>>>>>PLUG 1A>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> >> >>>>>>>>>>>> >>>>>>UEEEEBMOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHP OHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHU5NA3PE1SWO3RP1BO3RO1AS3CA4HB2VC5GDW1DW1AHL1CWLBHS3BHS3DW5SC4JT1SP1PN1SP1RP1GDW1RTD8SP5DW3RTD10BC13BC5BHS2PN21KT4PENOT IN CONTRACTPLANTING SHOWN FORREFERENCE ONLYMINERAL SOD, AS SPECIFIEDSEED MIXTURE 33-261FERTILIZER TYPE 1 (20-10-20)EC BLANKET CAT 3NROCK MULCH, AS SPECIFIEDSEED MIXTURE 34-261FERTILIZER TYPE 1 (20-10-20)EC BLANKET CAT 3NTREESCODEQTYCA3HB4NA5KT1SWO1BO1RO3PE7SC4CONIFERSCODEQTYBHS8PN3SP7RP4DECIDUOUS UNDERSTORY TREECODEQTYAS1DW9JT1SHRUBSCODEQTYBC24GDW6RTD18DB9AHL4CWL4VC8OVARALL PLANTING PLANL101 WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT AND THAT I AM A DULY LICENSED UNDER THE LAWS OF THE STATE OF PRINT NAME: SIGNATURE: DATE:LIC. NO. Plot Date: 10/12/2023 - 1:34pmDrawing name: U:\193806146\CAD\Dwg\Plan Sheets\193806146_L101.dwgXrefs:, 193805365_BORDER, 48PRCL, 193806146_XSNF, 193805365_XSNF_wtp, 193806146_XSSS, 193806146_XSNU, 193806146_XSXT, 193806146_XSNO, 193806146_XSNO_wtp THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN. 733 Marquette Avenue, Suite 1000 Minneapolis, MN 55402 www.stantec.comSHEET NUMBERDATENOSURVEYAPPROVEDDESIGNEDDRAWNPROJ. NO.REVISIONCHECKEDCITY OF COTTAGE GROVE, MINNESOTA COTTAGE GROVE UTILITY & ENGINEERING BUILDING 193806146 JDRJDRDRSLANDSCAPE ARCHITECT MINNESOTA JACOB C. BURGSTHALER 54476N040'80'LEGEND:PERENNIALS PLANTING BEDCITY OF COTTAGE GROVE PLANTING REQUIREMENTS:*BASED ON 575,202 SF OF OPEN SPACE LESS STORMWATER BASINSOVERSTORY TREES:575,202 x .0001392 = 80 REQUIRED / 82 PROPOSED68 OVERSTORY + 28 (CREDIT OF 14) UNDERSTORY*2 UNDERSTORY MAY BE SUBSTITUTED FOR 1 OVERSTORYCONIFEROUS TREES:575,202 x .00013 = 75 REQUIRED / 90 PROPOSEDSHRUBS:575,202 x .00039 = 224 REQUIRED / 233 PROPOSEDPLANTING KEYFOUNDATION PLANTINGENLARGEMENTSEE A/L102NOTES:1.CONTRACTOR TO VERIFY ALL UNDERGROUND UTILITY LOCATIONS PRIOR TO COMMENCING WORK. CONTACT GOPHER STATE ONE AT (651)-454-0002.2.CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND SITE CONDITIONS SHOWN ON PLANS PRIOR TO CONSTRUCTION. NOTIFY LANDSCAPE ARCHITECTOR OWNER'S REPRESENTATIVE OF MAJOR DISCREPANCIES THAT WILL AFFECT CONSTRUCTION OPERATIONS.3.CONSTRUCTION MATERIAL AND EQUIPMENT SHALL NOT BE STORED OR OPERATED ON TURF BOULEVARDS WITHIN THE DRIP LINE OF ANY TREE.4. INSTALL 6" MINIMUM TOPSOIL ON ALL TURF AREAS.5. PROVIDE EDGING BETWEEN PLANTING BEDS AND TURF AREAS.6. TURF AREAS AND PLANTING BEDS TO BE IRRIGATED. REFER TO IRRIGATION PLANS7. ALL PLANTINGS BEDS SHALL RECEIVE ROCK MULCH.8. BERM AND SCREENING PLANTINGS TO RECEIVE HARDWOOD MULCH AND FLAT SPADE SHOVEL CUT EDGE.9. PROVIDE HARDWOOD MULCH RINGS AROUND TREES, UNLESS SHOWN AS ROCK MULCH.SHOVEL CUT EDGE(TYP)EXIST. TREE TO REMAINEL502PLANTINGENLARGEMENTSEE B/L102MAINTENANCE STRIPSEE DETAIL F/L502SEE SHEET C202FOR SEED LIMITSNOT IN CONTRACTPLANTING SHOWN FORREFERENCE ONLY TREESCODEQTYBOTANICAL NAMECOMMON NAMECONTCA3CATALPA SPECIOSANORTHERN CATALPA2.5" B&BHB4CELTIS OCCIDENTALISCOMMON HACKBERRY2.5" B&BNA5GLEDITSIA TRIACANTHOS `HARVE`NORTHERN ACCLAIM HONEYLOCUST2.5" B&BKT1GYMNOCLADUS DIOICAKENTUCKY COFFEE TREE2.5" B&BSWO1QUERCUS BICOLORSWAMP WHITE OAK2.5" B&BBO1QUERCUS MACROCARPABUR OAK2.5" B&BRO3QUERCUS RUBRANORTHERN RED OAK2.5" B&BPE7ULMUS AMERICANA `LEWIS & CLARK`PRAIRIE EXPEDITION ELM2.5" B&BSC4ULMUS AMERICANA `ST CROIX`ST. CROIX ELM2.5" B&BCONIFERSCODEQTYBOTANICAL NAMECOMMON NAMECONTBHS8PICEA GLAUCA `DENSATA`BLACK HILLS SPRUCE6` HT. B&BPN3PINUS PONDEROSAPONDEROSA PINE6` HT. B&BSP7PINUS PONDEROSASCOTCH PINE6` HT. B&BRP4PINUS RESINOSARED PINE6` HT. B&BDECIDUOUS UNDERSTORY TREECODEQTYBOTANICAL NAMECOMMON NAMECONTAS1AMELANCHIER GRANDIFLORA `AUTUMN BRILLANCE`AUTUMN BRILLANCE SERVICEBERRY1.5" BBDW9MALUS X `DONALD WYMAN`DONALD WYMAN CRAB APPLE1.5" BBJT1SYRINGA RETICULATA `IVORY SILK`JAPANESE TREE LILAC1.5" BBSHRUBSCODEQTYBOTANICAL NAMECOMMON NAMECONTBC24ARONIA MELANOCARPA `ELATA`GLOSSY BLACK CHOKEBERRY#5GDW6CORNUS RACEMOSAGRAY DOGWOOD#5RTD18CORNUS SERICEARED TWIG DOGWOOD#5DB9HYDRANGEA PANICULATA 'ILVOBO'BOBO HYDRANGEA#5AHL4SYRINGA VULGARIS `ALBERT F HOLDEN`ALBERT F HOLDEN LILAC#5CWL4SYRINGA VULGGARIS `ALBA`COMMON WHITE LILAC#5VC8VIBURNUM TRILOBUM `WENTWORTH`WENTWORTH CRANBERRY BUSH VIBURNUM#5PERENNIALSCODEQTYBOTANICAL NAMECOMMON NAMECONTAB18ACHILLEA MILLEFOLIUM 'BALVINWITE'NEW VINTAGE™ WHITE COMMON YARROW#1 CONT.AP19ACHILLEA MILLEFOLIUM 'PRETTY BELINDA'PRETTY BELINDA COMMON YARROW#1 CONT.AS236ACHILLEA MILLEFOLIUM 'STRAWBERRY SEDUCTION'STRAWBERRY SEDUCTION COMMON YARROW#1 CONT.CG12CALAMAGROSTIS X ACUTIFLORA `KARL FOERSTER`KARL FOERSTER`S FEATHER GRASS#2 CONT.ES21ECHINACEA X 'SUNDOWN'SUNDOWN PURPLE CONEFLOWER#1 CONT.ES217ECHINACEA X 'SUNRISE'SUNRISE CONEFLOWER#1 CONT.ET18ECHINACEA X 'TWILIGHT'BIG SKY™ TWILIGHT CONEFLOWER#1 CONT.EBF34ELIJAH BLUE FESCUEFESTUCA OVINA `ELIJAH BLUE`#1 CONT.SBD19HEMEROCALLIS X 'STRUTTERS BALL'STRUTTERS BALL DAYLILY#1 CONT.HD8HOSTA X `BIG DADDY`BIG DADDY HOSTA# 1LA19LIATRIS SPICATA 'ALBA'WHITE BLAZING STAR#1 CONT.LK31LIATRIS SPICATA 'KOBOLD'KOBOLD BLAZING STAR#1 CONT.PV56PANICUM VIRGATUM 'RR1'RUBY RIBBONS® SWITCH GRASS#1 CONT.BES20RUDBECKIA HIRTA FULGIDABLACK-EYED SUSAN#1 CONT.AJS15SEDUM X `AUTUMN JOY`AUTUMN JOY SEDUM#1 CONT.SBD9AS29ES37ES2ET3EBF2516PVHD7LA43LK3AS29AB3AP9AB3AS24LAAS233LKES57PVBES5ET55LKAJS3AJS35LKET57PVBES5ES5AS236LK3AS25ES25PV3LK8LA5ET3AJS3APBES3AJS3ES35PV5PV5PV3AJSSBD4AP6EBF9SBD3AS246BCDB9>>>>>>>>>>>>>>>>AP7AS25ES25PV3LA3LK6AS233PVES57BESCG12ENLARGED PLANTING PLANL102 WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT AND THAT I AM A DULY LICENSED UNDER THE LAWS OF THE STATE OF PRINT NAME: SIGNATURE: DATE:LIC. NO. Plot Date: 10/12/2023 - 1:30pmDrawing name: U:\193806146\CAD\Dwg\Plan Sheets\193806146_L101.dwgXrefs:, 193805365_BORDER, 48PRCL, 193806146_XSNF, 193805365_XSNF_wtp, 193806146_XSSS, 193806146_XSNU, 193806146_XSXT, 193806146_XSNO, 193806146_XSNO_wtp THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN. 733 Marquette Avenue, Suite 1000 Minneapolis, MN 55402 www.stantec.comSHEET NUMBERDATENOSURVEYAPPROVEDDESIGNEDDRAWNPROJ. NO.REVISIONCHECKEDCITY OF COTTAGE GROVE, MINNESOTA COTTAGE GROVE UTILITY & ENGINEERING BUILDING 193806146 JDRJDRDRSLANDSCAPE ARCHITECT MINNESOTA JACOB C. BURGSTHALER 54476UTILITY &ENGINEERINGBUILDINGAFOUNDATION PLANTING ENLARGEMENTBISLAND PLANTING ENLARGEMENTMETAL EDGER (TYP), SEE C/L501MAINTENANCE STRIP, SEE DETAIL F/L502ROCK MULCH (TYP)SEE DETAIL E/L502GENERAL NOTES:1. CONTRACTOR TO VERIFY THE FOLLOWING INFORMATION IN THE FIELD PRIOR TOCOMMENCING WORK. CONTACT OWNERS REPRESENTATIVE IF CONFLICTS ARE FOUND.2. VERIFY LOCATION OF ALL UNDERGROUND UTILITIES PRIOR TO DIGGING. VERIFY THATGRADING AND CONSTRUCTION IN THE IMMEDIATE AREA IS COMPLETED BEFOREINSTALLING PLANTING MATERIAL.3. VERIFY THAT IRRIGATION SLEEVING IS IN PLACE BENEATH HARDSCAPE SURFACES.4. VERIFY THAT TREE PROTECTION MEASURES ARE IN PLACE AND CLEARLY VISIBLE.5. VERIFY ALL QUANTITIES PROVIDED IN THE PLANT SCHEDULE AND ON THE PLANS.QUANTITIES SHOWN ARE FOR REFERENCE ONLY; CONTRACTOR IS RESPONSIBLE FORVERIFICATION.6. ALL NEW PLANT MATERIAL SHALL BE INSTALLED TO AVOID CONFLICTS WITHDRAINAGE SWALES, POORLY DRAINED AREAS AND UTILITIES. NOTIFY OWNERSREPRESENTATIVE IF CONDITIONS IN THE FIELD WILL NOT ALLOW PLANS TO BEIMPLEMENTED.7.ALL DISTURBED AREAS WITHIN CONSTRUCTION LIMITS TO BE SEEDED, OR PLANTED. NOEXPOSED SOIL MAY BE LEFT OPEN. BLEND NEW GROUNDCOVER INTO EXISTINGGROUNDCOVER FOR CONTINUOUS COVERAGE.PLANT SCHEDULE:SEE SHEET L101METAL EDGER (TYP)SEE C/L501ROCK MULCH (TYP)METAL EDGER (TYP)SEE C/L501 THICKENED STEM GRAFTTOP OF ROOT FLARE ROOT FLARE MUST BE CLEARLY VISIBLE WITH MULCH PULLED AWAYFROM THE TRUNK. TREE CANNOT BE SITTING IN A DEPRESSION INORDER TO EXPOSE ROOT FLARE.TREES PLANTED SO THAT THE ROOT FLARE IS BELOWTHE SOIL LINE OR NOT VISIBLE MAY BE REJECTED.THE SOIL LINE AT GRADE SHALL NOT BE ABOVE THE ROOT FLARE.SCRAPE AWAY EXCESS SOIL FROM THE TOP OF THE ROOTBALL IFNECESSARY TO EXPOSE ROOT FLARE. ROOTBALLS DELIVERED WITHTHE FOOT FLARE MORE THAN 2" BELOW THE TOP OF THE BALL WILL BEREJECTED.WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT AND THAT I AM A DULY LICENSED UNDER THE LAWS OF THE STATE OF PRINT NAME: SIGNATURE: DATE:LIC. NO. Plot Date: 10/12/2023 - 1:51pmDrawing name: U:\193806146\CAD\Dwg\Plan Sheets\193806146_L501.dwgXrefs:, 193805365_BORDER, Limestone Bench On Concrete Pad THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN. 733 Marquette Avenue, Suite 1000 Minneapolis, MN 55402 www.stantec.comSHEET NUMBERDATENOSURVEYAPPROVEDDESIGNEDDRAWNPROJ. NO.REVISIONCHECKEDCITY OF COTTAGE GROVE, MINNESOTA COTTAGE GROVE UTILITY & ENGINEERING BUILDING 193806146 JDRJDRDRSLANDSCAPE ARCHITECT MINNESOTA JACOB C. BURGSTHALER 54476 18"PLANTING AS SHOWN ON PLANSTOP OF ROCK MULCH SHALL BE12" MAX. LOWER THAN WALK.PLANTING SOIL FINISH GRADESHALL BE 4" BELOW CURB ORWALK ELEVATION.PAVEMENT PER PLANSPAVEMENT OR CURB SUBGRADEAS PER PLANSUNDISTURBED OR COMPACTEDSUBSOILBTYPICAL PERENNIAL PLANTING AT WALKNTSPLANTING AS SHOWNON PLANSMETAL EDGING, AS SPECIFIEDTURF, TYP.STEEL ANCHORINGSTAKES:12" LENGTH, 4STAKES PER EACH 10',INSTALL ON BED SIDEOF EDGER.UNDISTURBEDSUBSOILCPLANTING EDGERNTSATREE ROOT FLARE DETAILNTSPLANTING DETAILSL501 METAL EDGING TYPICAL,POLY EDGER ONLY ALONGNORTH SIDE OF BUILDING3/16” x 4-INCH x 16' W/ 10 GA BY12-INCH TAPERED STEEL STAKESCOLOR BLACK.PLANTING AS SHOWNON PLANSROCK MULCH,AS SPECIFIED (TYP) MULCH AS SPECIFIED. DO NOTPLACE MULCH IN CONTACT WITHTHE PLANT. MAINTAIN THE MULCHWEED-FREE FOR THE DURATION OFTHE WARRANTY PERIOD. PLACEMULCH WITHIN 48 HOURS OFSECOND WATERING.DIG HOLE 3x ROOT BALL DIA.SCARIFY THE SIDES AND BOTTOMOF THE HOLE BEFORE PLACINGTHE SHRUB IN THE PLANTING HOLE.BACKFILL WITH MODIFIEDPLANTING SOIL AND ADD ANY SOILAMENDMENTS OR FERTILIZERS ASSPECIFIED AND CONSTRUCT 3"HIGH EARTH SAUCER BEYONDEDGE OF ROOT BALL. WATERTHOROUGHLY WITHIN 2 HOURS.SPACE PLANTS ACCORDING TO PLANSIF PLANT IS SHIPPED WITH A CONTAINERAROUND THE ROOTBALL, SLICE SIDES OFCONTAINER AND REMOVE COMPLETELY. USEFINGERS OR SMALL HAND TOOLS TO PULLROOTS OUT OF THE OUTER LAYER OF POTTINGSOIL, THEN CUT OR PULL APART ANY CIRCLINGROOTS. REMOVE ALL ROPE, TWINE AND BURLAPFROM TOP HALF OF ROOT BALL FROM B&BSHRUBS.DO NOT HEAVILY PRUNE AT PLANTING. PRUNEONLY BROKEN OR DEAD BRANCHES, RETAININGNATURAL FORM.DURING THE SPRING PLANTING SEASON, ANYEVERGREEN SHRUB DELIVERED WITH NEWGROWTH IN ADVANCE STAGE OF CANDLING OUTWILL BE REJECTED.SET TOP OF ROOT BALL FLUSH TO GRADE OR 1-2IN. HIGHER IN SLOWLY DRAINING SOILS. ADDMYCORRHIZAL TRANSPLANT INOCULANT ATPLANTING TIME PER MANUFACTURER'SDIRECTIONS.R.50PLANT SPACING (ON CENTER)P (FT.)P= PLANT SPACING, R= ROW SPACING.43R (FT.).67.58.83.721.00.871.251.081.501.302.001.732.502.173.002.604.003.465.004.336.005.20PPEQ.EQ.MULCH AS SPECIFIED. AFTER PLANTING PULL MULCH AWAYFROM CONTACT WITH THE PLANT. MAINTAIN THE MULCHWEED-FREE FOR THE DURATION OF THE WARRANTY PERIOD.PREPARE PLANTING BED AS SPECIFIED. DIG HOLE 2x ROOTBALL DIA. BACKFILL WITH MODIFIED PLANTING SOIL ASSPECIFIED. WATER THOROUGHLY WITHIN 2 HOURS.SET TOP OF ROOT BALL FLUSH TO GRADE OR 1-2 IN. HIGHERIN SLOWLY DRAINING SOILS.IF PLANT IS SHIPPED WITH A CONTAINER AROUND THEROOTBALL, SLICE SIDES OF CONTAINER AND REMOVECOMPLETELY. USE FINGERS OR SMALL HAND TOOLS TOPULL ROOTS OUT OF THE OUTER LAYER OF POTTING SOIL,THEN CUT OR PULL APART ANY CIRCLING ROOTS.ADD MYCORRHIZAL TRANSPLANT INOCULANT AT PLANTINGTIME PER MANUFACTURER'S DIRECTIONS.DO NOT UNDERMINE EXTENSION OF COMPACTED BASE OFADJACENT PAVEMENT.PLANT SPACING O.C.PLANT SPACING O.C.SEE PLANTING DETAILS FOR INSTALLATIONREQUIREMENTS.TAMP SOIL AROUND ROOT BALL BASE ANDWATERING RING FIRMLY WITH FOOT PRESSURESO THAT ROOT BALL DOES NOT SHIFT.MAINTAIN UNDISTRUBED SUBGRADE UNDERROOTBALL.EXTEND EXCAVATION AND BACKFILL SOIL TO APOINT DOWNSLOPE EQUAL TO OR LOWER INELEVATIONS THAN BOTTOM OF PLANTTING HOLETO ENSURE ADEQUATE DRAINAGE IN HEAVYSOILS. GRANULAR SOIL MUST BE ADDED AS ABACKFILL IN AREAS OF POOR DRAINAGE.SLOPENOTE:1)TOP OF EDGER TO BE 1" ABOVE FINISHEDGRADEFACE OF BUILDING4" DEPTH ROCK MULCH,AS SPECIFIEDGEOTEXTILE FABRIC, AS SPECIFIED.FABRIC IS INCIDENTAL TO ROCKMULCH.COMPACTED OR UNDISTURBED SOIL3'-0" TYP.TURF GRASS, TYP.METAL EDGING, AS SPECIFIED2% MIN.4" DEPTH ROCK MULCH,AS SPECIFIEDGEOTEXTILE FABRIC, AS SPECIFIED.FABRIC IS INCIDENTAL TO ROCKMULCH.COMPACTED ORUNDISTURBED SOILCURB, REFER TOCIVIL SHEETSLANDSCAPING DETAILSL502 WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT AND THAT I AM A DULY LICENSED UNDER THE LAWS OF THE STATE OF PRINT NAME: SIGNATURE: DATE:LIC. NO. Plot Date: 10/12/2023 - 1:56pmDrawing name: U:\193806146\CAD\Dwg\Plan Sheets\193806146_L501.dwgXrefs:, 193805365_BORDER, Limestone Bench On Concrete Pad THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN. 733 Marquette Avenue, Suite 1000 Minneapolis, MN 55402 www.stantec.comSHEET NUMBERDATENOSURVEYAPPROVEDDESIGNEDDRAWNPROJ. NO.REVISIONCHECKEDCITY OF COTTAGE GROVE, MINNESOTA COTTAGE GROVE UTILITY & ENGINEERING BUILDING 193806146 JDRJDRDRSLANDSCAPE ARCHITECT MINNESOTA JACOB C. BURGSTHALER 54476DBALL AND BURLAPPED TREE PLANTING ON SLOPEFMAINTENCE STRIP AT BUILDINGACONTAINER GROWN SHRUB AND BED PREPARATIONBCONTAINER GROWN PLANT AND BED PREPARATIONCPLANT SPACING DIAGRAM EROCK MULCH DETAIL MH3MH4PLUG 4A MH 5 MH 6 PLUG 6A49'-4"32'-4"30'-8"32'-4"46'-8" 97'-2" 10'-6"6'-0"171'-4"157'-8"64'-4"60'-0"47'-0"92'-6"21'-2" 44'-0"16'-0" 26'-2"22'-2"17'-0" 12'-0" 3'-4"11'-4"10'-0" 9'-0" 14'-0"7'-4"7'-4"47'-0"10'-6" S S S S S S S S S S S S S S S S S S S S S S S S S S S A E H 1 4 6 H.5 DUMP AREA FOR VAC TRUCK (CONTAINMENT SYSTEM FOR SLUDGE) G WATER TREATMENT PLANT (NOT IN CONTRACT). SEE CIVIL FOR SITE EXTENTS. _______C7 A0.000A FLAG POLE. SEE SPEC FOR HEIGHT. SEE ELECTRICAL FOR LIGHTING. _______B5 A5.702 ALTERNATE 1:SNOW MELT SYSTEM. SEE CIVIL AND MECHANICAL.8"8"9'-4"9'-4"DECORATIVE METAL STEEL GATE, SEE CIVIL 4" SLAB ON GRADE, T/SLAB = 100'-0" (VERIFY WITH CIVIL) D7 A0.000A _______ 10'-1 5/8"A7A0.000AF7 A0.000A _______ BASEML 100'-0" PREFINISHED METAL COPING INCLUDING BLOCKING AND PLYWOOD AS REQUIRED FOR SLOPE FOUNDATION AND FOOTING, SEE STRUCTURAL METAL GATE, SEE CIVIL CONC SLAB ON GRADE, SEE CIVIL AND STRUCTURAL _______F7 A5.502 8'-0"PP08 DECORATIVE METAL STEEL GATE, SEE CIVIL8'-0"20'-0" 07.3803.03 F7 A0.000A _______ BASEML 100'-0" D7 A0.000A _______ PREFINISHED METAL COPING INCLUDING BLOCKING AND PLYWOOD AS REQUIRED FOR SLOPE FOUNDATION AND FOOTING, SEE STRUCTURAL METAL GATE, SEE CIVIL CONC SLAB ON GRADE, SEE CIVIL AND STRUCTURAL8'-0"_______B7 A5.501 _______C7 A5.501 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 501 South Eighth Street Minneapolis, MN 55404 krausanderson.com | 612 332 7281 10/12/2023 2:26:13 PMAutodesk Docs://232010 - MN CI Cottage Grove - New Utility Building/232010 - MN CI Cottage Grove - New UtilityBuilding R1.rvtAs indicatedCentral: Autodesk Docs://232010 - MN CI Cottage Grove - New Utility Building/232010 - MN CI Cottage Grove - NewUtility Building R1.rvtCITY OF COTTAGE GROVE NEW UTILITY & ENGINEERING BUILDING A0.000A SITE PLAN 12800 RAVINE PKWY COTTAGE GROVE, MN 55016 10875 IDEAL AVENUE S. COTTAGE GROVE, MN 55016 NOT FOR CONSTRUCTION 90% CD SET DRAFT Checker Author 09/12/2023 232010 Minnesota 09/12/2023 John McNamara 24281 ARCHITECT 0 1" = 30'-0" SITE PLANF1 22'-6"45' 0 1/8" = 1'-0" TRASH ENCLOSURE ENLARGED PLANC7 6' 12' 0 3/8" = 1'-0" TRASH ENCLOSURE SECTIOND7 2' 4' 0 1/8" = 1'-0" TRASH ENCLOSURE ELEVATIONA7 6' 12' 0 3/8" = 1'-0" TRASH ENCLOSURE SECTIONF7 2' 4' Revisions Description Date Num FINAL CD SET DRAFT NOT FOR CONSTRUCTION DW BUILDING # 1 A. SECTION 304, BUSINESS: GROUP B B. SECTION 311, STORAGE: GROUPS S-2 1. FURNACE ROOM (400,000 BTU) 1 HR OR SPRINKLER AND CONST. RESISTING SMOKE BOILER ROOM (15 PSI OR 10 HP) 1 HR OR SPRINKLER AND CONST. RESISTING SMOKE STATIONARY LEAD-ACID BATTERY SYSTEMS FOR STANDBY, 1 HR (GROUP B, S) EMERGENCY OR UNINTERRUPTED POWER SUPPLIES 2. 3. SEPARATIONS TABLE 508.4 1. GROUP B TO S-2 1 HR MIXED OCCUPANCIES SECTION 508 A. NOTES: 1. NO SEPARATION IS REQUIRED BETWEEN ACCESSORY OCCUPANCIES OR THE MAIN OCCUPANCY PER 508.2.4. 2. PER 508.2, ACCESSORY OCCUPANCIES ARE DEFINED AS NOT OCCUPYING MORE THAN 10% OF MAIN OCCUPANCY, SMALL ASSEMBLY AREAS OF LESS THAN 750 S.F. (303.1.2) OR ASSEMBLY AREAS ACCESSORY TO GROUP E.(303.1.3) 3. COMMERCIAL KITCHENS AND DEDICATED RESTAURANT SEATING AREAS DO NOT REQUIRE A SEPARATION. B. OCCUPANCY CLASSIFICATIONS SECTION 302 INCIDENTAL USE AREAS TABLE 509 CODE ANALYSIS (IBC 2018) FULLY SPRINKLERED CONSTRUCTION TYPE / FIRE RESISTANCE TABLE 601 / 6024. A.TYPE II-B BUILDING ELEMENT FIRE RESISTANCE STRUCTURAL FRAME 0 HR EXT. BEARING WALLS 0 HR (OR PER TABLE 602) INT. BEARING WALLS 0 HR EXT. NON-BEARING WALLS 0 => 30 FT. INT. NON-BEARING WALLS 0 HR FLOOR CONSTRUCTION 0 HR ROOF CONSTRUCTION 0 HR VERTICAL SHAFTS 1 HR < 4 STORIES; 2 HR = 4 STORIES + CORRIDORS (TABLE 1020 / 708) __ HR EXIT ACCESS STAIRWAY (1009.3) 2 STORIES UNENCLOSED (EXCEPTION 1) INTERIOR EXIT STAIRWAY (1023) 1 HR < 4 STORIES, 2 HR = 4 STORIES + 5. A. ALLOWABLE HEIGHT AND AREAS MOST RESTRICTIVE CONST TYPE ALLOWABLE HEIGHT ALLOWABLE NUMBER ALLOWABLE AREA NON-SEPARATED GROUP TABLE 601 TABLE 504.3 OF STORIES TABLE 506.2 OCCUPANCY 508.3 E II B 55 FT 3 STORIES 14,500 S.F. A-3 II B 55 FT 3 STORIES . 9,500 S.F. X GENERAL BUILDING HEIGHT AND AREA SECTION 504 / 506 6.ALLOWABLE AREA MODIFICATIONS SECTION 506 ACTUAL AREA GROUP MAIN LEVEL * MEZZANINE B 6760 S-2 29,253 4510 TOTALS: 36,013 * THE MEZZANINE IS LESS THAN 1/3 THE AREA OF THE ROOM IT SERVES AND IS NOT COUNTED SQUARE FOOTAGE OR A STORY OF THE ROOM IT SERVES PER 505.2. B. NOTES: 6. ALLOWABLE AREA MODIFICATIONS SECTION 506 A.MIXED OCCUPANCY, ONE-STORY BUILDING 506.2.2 1. GROUP B a. EQUATION 5-1 (506.2.1) : A(a) = A(t) + [NS * I(f)] A(a) = 92,000 + [ 92,000 * 0.32] A(a) = 121,440 SF b. EQUATION 5-5 (506.3.3) : AREA INCREASE DUE TO FRONTAGE I(f) = [F/P - 0.25] * W/30 I(f) = [0.57 - 0.25] * 30'/30 I(f) = 0.32 2. GROUP S-2 a. EQUATION 5-1 (506.2.1) : A(a) = A(t) + [NS * I(f)] A(a) = 104,000 + [ 104,000 * 0.32] A(a) = 137,280 SF b. EQUATION 5-5 (506.3.3) : AREA INCREASE DUE TO FRONTAGE I(f) = [F/P - 0.25] * W/30 I(f) = [0.57' - 0.25] * 30'/30 I(f) = 0.32 3. MIXED OCCUPANCY RATIO 508.4.2 GROUP B GROUP S-2 ACTUAL AREA / ALLOWABLE AREA + ACTUAL AREA / ALLOWABLE AREA <1 6760/ 121,440 (0.06) 29253/ 137,280 (0.21) 0.27 7. MEANS OF EGRESS CHAPTER 10 A. BUILDING OCCUPANT LOAD TABLE 1004.5 1.MAIN LEVEL FUNCTION S.F./ OCCUPANT S.F./ SPACE OCCUPANCY/ SPACE STORAGE, MECH 300 GROSS 4611 15 ASSEMBLY LOOSE TABLES & CHAIRS 15 NET 557 37 BUSINESS 150 GROSS 4,940 32 LOCKER ROOMS 50 GROSS 1034 20 PARKING GARAGES 200 GROSS 24,871 124 TOTAL MAIN LEVEL 36,013 228 2.MEZZANINE LEVEL FUNCTION S.F./ OCCUPANT S.F./ SPACE OCCUPANCY/ SPACE STORAGE, MECH 300 GROSS 4510 15 TOTAL MEZZ. LEVEL 15 7. C.TRAVEL DISTANCES/ EXIT SYSTEMS COMMON PATH OF EGRESS TRAVEL (TABLE 1006.2.1) = __ FT. (TO A POINT WHERE OCCUPANT HAS TWO MEANS OF EGRESS.) EXIT ACCESS TRAVEL DISTANCE TABLE 1017.2 (TRAVEL DISTANCE TO AN EXIT OR A RATED EXIT SYSTEM.) OCCUPANCY W/ SPRINKLER B 300 S-2 400 CORRIDORS 1020 A. MINIMUM WIDTH (TABLE 1020.2) = 44" OR 36" FOR LESS THAN 50 OCCUPANTS MINIMUM WIDTH 72" FOR GROUP E OVER 100 OCCUPANTS. B. DEAD ENDS (1020.4): 50' IN ALL GROUPS EXCEPT A AND H WITH SPRINKLERED CONSTRUCTION; OR LENGTH = 2.5 TIMES THE LEAST WIDTH OF THE DEAD-END CORRIDOR. 1. 2. 3. * MINIMUM DOOR WIDTH TO BE 36" TO ACHIEVE 32" CLEAR WIDTH PER 1010.1.1. ** MINIMUM STAIRWAY WIDTH TO BE 44" PER 1009.3.2 (INCLUDING LANDING WIDTH) UNLESS SERVING LESS THAN 50 OCCUPANTS PER 1011.2 FOR ACCESS TO UNOCCUPIED ROOFS AND INTERIOR MECHANICAL ROOMS- 1208.3 MEANS OF EGRESS CHAPTER 10 1. B.EGRESS WIDTH 1005.3.1, 1005.3.2 A. 2. MAIN LEVEL OCCUPANCY: 228 A. OTHER FACTOR REQUIRED WIDTH DR WIDTH # DOORS REQUIRED .15 34" / 32" * 2 B. STAIRS FACTOR REQUIRED WIDTH # STAIRS WIDTH PER STAIR ** .2 3" 1 48" MEZZANINE LEVEL OCCUPANCY: 15 OTHER FACTOR REQUIRED WIDTH DR WIDTH # DOORS REQUIRED .15 2.25" / 32" * 1 8. SPRINKLERED / NON-SPRINKLERED EXIT ENCLOSURES AND ROOMS AND GROUP EXIT PASSAGEWAYS CORRIDORS ENCLOSED SPACES B B / A C / B C / C S C / B C / B C / C TABLE 1-A USE FACTOR S.F./ USE S.F. REQUIRED AUDITORIUMS, STADIUMS, GYMNASIUMS 0.001 6000 6 (EXCLUDES PLAYING AREAS, COURTS AND FIELDS) CONFERENCE ROOMS 0.0025 500 1 DINING ROOMS 0.003 2000 6 CLASSROOMS 0.002 34565 69 COURTROOMS 0.001 0 0 EXERCISE ROOMS 0.001 234 0 PARKING GARAGE 0.001 6890 7 KITCHEN, COMMERCIAL 0.003 1523 5 LIBRARIES (INC. ASSOC. INCIDENTAL AREAS) 0.002 345 1 LOCKER ROOMS 0.001 3456 3 MECHANICAL EQUIP ROOM 0.001 345 0 OFFICES 0.0025 1 0 SCHOOL SHOPS AND VOCATIONAL ROOMS 0.0025 1 0 STORAGE AND STOCK ROOMS 0.0025 1 0 ALL OTHERS 0.0025 345 1 TOTAL RECYCLING SPACE REQUIRED 99 S.F. 9. WALL AND CEILING FINISHES TABLE 803.13 RECYCLING SPACE MN CODE 1303.15 10. B. "B" OCCUPANCY 1. OCCUPANTS MEN WOMEN TOTAL 44 45 40 DRINKING SERVICE 2. FIXTURE RATIO WC URINAL LAV WC LAV FOUNTAINS SINK 1:25 1ST 50 <2/3 OF WC 1:40 1ST 80 1:25 1ST 50 1:40 1ST 80 1:100 1 THEN 1:50 THEN 1:80 THEN 1:50 THEN 1:80 3. FIXTURES REQUIRED 2 NONE 2 2 2 1 1 4. ACTUAL FIXTURES 4* 4 7 4 7 1 1 *0 URINALS ARE BEING SUBSTITUTED FOR 0 MEN'S WATER CLOSETS. PLUMBING FIXTURE COUNT TABLE 2902.1 A. "S-2" OCCUPANCY 1. OCCUPANTS MEN WOMEN TOTAL 70 69 40 DRINKING SERVICE 2. FIXTURE RATIO WC URINAL LAV WC LAV FOUNTAINS SINK 1:25 1ST 50 <2/3 OF WC 1:40 1ST 80 1:25 1ST 50 1:40 1ST 80 1:100 1 THEN 1:50 THEN 1:80 THEN 1:50 THEN 1:80 3. FIXTURES REQUIRED 3 NONE 2 3 2 1 1 4. ACTUAL FIXTURES 1 1 1 1 1 1 1 *0 URINALS ARE BEING SUBSTITUTED FOR 0 MEN'S WATER CLOSETS. EFFECTIVE CODE REFERENCES 2020 MINNESOTA STATE BUILDING CODE (MSBC), CHAPTER 1305, WHICH ADOPTS AND AMENDS THE 2018 INTERNATIONAL BUILDING CODE (IBC) 2020 MINNESOTA STATE MECHANICAL AND FUEL GAS CODE, CHAPTER 1346 2020 NATIONAL ELECTRICAL CODE (NEC) 2015 MINNESOTA STATE PLUMBING CODE, CHAPTER 4714 2020 MINNESOTA STATE FIRE CODE, WHICH ADOPTS AND AMENDS THE 2018 INTERNATIONAL FIRE CODE 2020 MINNESOTA COMMERCIAL ENERGY CODE, CHAPTERS 1322 & 1323 2020 MINNESOTA ACCESSIBILITY CODE, CHAPTER 1341 2020 MINNESOTA ELEVATOR AND RELATED DEVICES CODE, CHAPTER 1307 12.ENERGY CODE THE ENERGY CODE USED FOR THIS PROJECT IS 2018 INTERNATIONAL ENERGY CONSERVATION CODE THE BUILDING IS IN ZONE # 6 B S-2 5 300 SF WATER METER ROOM 5 300 SF STREET LIGHT STORAGE 45 200 SF VEHICLE GARAGE 13 300 SF COLD STORAGE 2 300 SF MECH/ELEC 1 300 SF ELECTRICAL ROOM 3 300 SF STORAGE 1 300 SF JC / MAINT. 1 100 SF TOILET ROOM 12 50 SF PERSONAL STORAGE 504 SF 3 200 SF STAFF ROOM 556 SF 28 20 SF CONF. RM. 1 200 SF QUIET ROOM 1 100 SF ADA SHOWER ROOM 1 100 SF ADA TOILET 3 100 SF LOBBY 14 150 SF OPEN OFFICE 2 100 SF SMALL CONFERENCE ROOM 2 100 SF OFFICE 2 100 SF OFFICE 4 100 SF WORK ROOM 1 300 SF JC. 1 100 SF VEST. 2 100 SF CIRC. 1 300 SF WATER SERVICE 67 56 27 15 13 106' 1 100 SF SHOWER ROOM 1 50 SF CHANGING ROOM 2 100 SF OFFICE 2 100 SF OFFICE 127' 100'168' 41 1 100 SF TOILET ROOM 48' STAIR REQUIRED WIDTH: 16 X 0.2= 3.2" ACTUAL WIDTH: 47" REQUIRED WIDTH: 56 X 0.15= 8.4" ACTUAL WIDTH: 36" REQUIRED WIDTH: 67 X 0.15= 10" ACTUAL WIDTH: 36" REQUIRED WIDTH: 27 X 0.15= 4" ACTUAL WIDTH: 36" REQUIRED WIDTH: 41 X 0.15= 6.2" ACTUAL WIDTH: 36" REQUIRED WIDTH: 15 X 0.15= 2.3" ACTUAL WIDTH: 36" 112' REQUIRED WIDTH: 13 X 0.15= 2.0" ACTUAL WIDTH: 36" 1 100 SF WASH ROOM 1 100 SF TOILET ROOM S-2 ROOF BELOW OPEN TO BELOW 11 300 SF MEZZANINE STORAGE 1 300 SF DATA ROOM 4 300 SF MECHANICAL ROOM 195' ##EXIT LOAD OCCUPANT LOAD MAIN PATH OF EGRESS NEW 1 HOUR FIRE BARRIER (SHAFT ENCLOSURES: 707.3.1, INCIDENTAL USE AREAS: 509, OCCUPANCY SEPARATIONS: 508.4, INTERIOR EXIT STAIRWAY 1023.2/ EXIT ACCESS STAIRWAY: 1009.3.1) 60 MIN. (SHAFT ENCLOSURES) 45 MIN. (INCIDENTAL USE AREAS, OCCUPANCY SEPARATIONS) 60 MIN. OPENINGS: 100 SQ IN MAX, 33" MAX HT, 10" MAX WIDTH 45 MIN. OPENINGS: 1296 SQ IN MAX, 54" MAX HT, 54" MAX WIDTH 90 MIN. FIRE DAMPER (NOT REQUIRED WITH DUCTED HVAC) 90 MIN FIRE/ SMOKE DAMPER (AT SHAFT ENCLOSURES) CONSTRUCTION CAPABLE OF RESISTING THE PASSAGE OF SMOKE (509.4.2 / MN PR-01) GAPS < 1 1/2": GAPS > 1 1/2": DOOR CLOSERS REQ'D: TRANSFER DUCTS: STANDARD DUCTS: 1 HOUR SMOKE BARRIER (OCCUPANCY I-3, 408.6 / 709.3) OPENINGS: GLAZING: DUCTWORK: CODE LEGEND ## OCCUPANT FACTOR ## NEW ZERO RATED CORRIDOR (1018.1 WITH SPRINKLER SYSTEM) OPENINGS: GLAZING: DUCTWORK: NOTE: 0 MIN. 0 MIN. CORRIDOR CANNOT BE USED AS SUPPLY, RETURN, EXHAUST, RELIEF OR VENTILATION AIR DUCTS. RETURN AIR PLENUMS ARE ALLOWED. (1018.5.1) DOORS 20 MIN., WINDOWS 45 MIN. 1296 SQ IN, 54" MAX WIDTH/ HEIGHT OR MAX SIZE TESTED SMOKE DAMPER MINERAL WOOL OR FIRE SAFING SMOKE SEALANT (SMOKE GASKETING NOT REQUIRED) SMOKE DAMPER SMOKE / FIRE DAMPER NOT REQUIRED DOOR OPENINGS: GLAZING: DUCTWORK: NEW 1 HOUR FIRE BARRIER (SHAFT ENCLOSURES: 707.3.1, INCIDENTAL USE AREAS: 509, OCCUPANCY SEPARATIONS: 508.4, INTERIOR EXIT STAIRWAY 1023.2/ EXIT ACCESS STAIRWAY: 1009.3.1) 60 MIN. (SHAFT ENCLOSURES) 45 MIN. (INCIDENTAL USE AREAS, OCCUPANCY SEPARATIONS) 60 MIN. OPENINGS: 100 SQ IN MAX, 33" MAX HT, 10" MAX WIDTH 45 MIN. OPENINGS: 1296 SQ IN MAX, 54" MAX HT, 54" MAX WIDTH 90 MIN. FIRE DAMPER (NOT REQUIRED WITH DUCTED HVAC) 90 MIN FIRE/ SMOKE DAMPER (AT SHAFT ENCLOSURES) DOOR OPENINGS: GLAZING: DUCTWORK: 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 501 South Eighth Street Minneapolis, MN 55404 krausanderson.com | 612 332 7281 10/12/2023 2:26:17 PMAutodesk Docs://232010 - MN CI Cottage Grove - New Utility Building/232010 - MN CI Cottage Grove - New UtilityBuilding R1.rvt1/16" = 1'-0"Central: Autodesk Docs://232010 - MN CI Cottage Grove - New Utility Building/232010 - MN CI Cottage Grove - NewUtility Building R1.rvtCITY OF COTTAGE GROVE NEW UTILITY & ENGINEERING BUILDING A0.001 CODE PLAN 12800 RAVINE PKWY COTTAGE GROVE, MN 55016 10875 IDEAL AVENUE S. COTTAGE GROVE, MN 55016 NOT FOR CONSTRUCTION 90% CD SET DRAFT Checker Author 09/12/2023 232010 Minnesota 09/12/2023 John McNamara 24281 ARCHITECT 0 1/16" = 1'-0" MAIN LEVEL - CODE PLAN10 12' 24' 0 1/16" = 1'-0" MEZZANINE LEVEL - CODE PLAN11 12' 24' Revisions Description Date Num FINAL CD SET DRAFT NOT FOR CONSTRUCTION DW WDFLOOR PLAN KEY NOTES: 1 DOOR ACTUATORS 2 BOLLARD - SEE DETAIL 3 TUB SINK - SEE MECHANICAL 4 NEW CONCRETE STOOP, SEE DETAIL 5 EMERGENCY EYE WASH. SEE MECH. 6 CABINET UNIT HEATER. SEE DETAIL____ SEE MECH. FOR SPECIFICATIONS, COORDINATE LOCATION WITH MECH. 7 NEW CONCRETE APRON, SEE STRUCTURAL 8 LOCATION OF SEMI-RECESSED DEFIBRILLATOR CABINET. 9 LOCATION OF WASHER AND DRYER (NIC) 10 SQUARE BRICK ACCENT - SEE ELEVATIONS/ SECTIONS FOR ADDITIONAL INFORMATION 11 BASE MOUNTED CRANE SYSTEM C5/A5.502 12 ELEC FLOOR BOX, SEE ELEC 13 CONCRETE PAD. COORDINATE SIZE AND LOCATION WITH MECHANICAL. SEE DETAILS: 14 HOLD OPEN, SEE DETAILS:E1/A4.801 F1/A4.801 B7/A5.702 15 ALTERNATE NO. 1: PROVIDE ACCESS PANEL (AP-1) FOR MANIFOLD/SNOW MELT SYSTEM, SEE MECH. COORDINATE EXACT LOCATION WITH MECH. CONTRACTOR. 16 PROVIDE SHUT OFF VALVE ON HOSE CONNECTION. SEE MECH. 17 TRENCH DRAIN, SEE DETAIL D6/A4.706 18 PROVIDE FIRE TREATED PLYWOOD BACKING AS REQUIRED FOR OWNER PROVIDED TECHNOLOGY. COORDINATE WITH OWNER/ARCHITECT ON EXACT LOCATION. 20 STAINLESS STEEL CORNER GUARD UP TO 7'-2". 19 FRP FROM FLOOR TO 8'-0" AFF. 21 STAINLESS STEEL CORNER GUARD UP TO BOTTOM OF BENCH. D4/A4.706 B6/A4.706C6/A4.706 22 FLAG POLE. SEE SPEC FOR HEIGHT. SEE ELECTRICAL FOR LIGHTING. 23 LOCATION OF FIRE EXTINGUISHER CABINET (SEMI-RECESSED IN RM. A110). F5 A5.201 _______C1A5.101E1 A5.101 C5A5.101A B C D E 1 3 4 5 2 6 1.1 C5 A5.202 _______ C2 A5.202 _______ C7 A5.202 _______C1 A5.202 _______ C1 A5.201 _______ D.1C.1 VEST. A100 LOBBY A101 TOILET ROOM A102 QUIET ROOM A114 OPEN OFFICE A103 SMALL CONFERENCE ROOM A104 OFFICE A105 OFFICE A106 WORK ROOM A109 STAFF ROOM A110 WATER METER ROOM A130 STREET LIGHT STORAGE A131 WATER SERVICE A132 JC / MAINT. A124 CIRC. A112A100A101A103A114A A114A115B A110 A114A124 A130 TOILET ROOM A128 MECH/ELEC A125 STORAGE A126 JC. A123 F1 A5.101 CIRC. A115 PERSONAL STORAGE A116 A121A125 A126AA134BA123ELECTRICAL ROOM A127 A132 A134A B134B _______D5 A4.103 GA6 GA6 GA6 GA6 GA6 GA6 GA6 GA6 GA6 GA6 GA6 GA6 GA6 GA6 GA6 GE5 GE5 GA6 MA2 MA3 E-PP06 GA6 MA2 MA2 MB3 MA2 MB3 GA6 GA6 9'-8"21'-7"C5 A5.201 _______ F2 A5.201 _______ F4 A5.201 _______ C7 A5.201 _______F1 A5.201 _______ F2a A5.202 _______ A130A SF2 SF2 SF2 SF2 SF2 A115C1 6 1 4 4 4 4 CW3 A1339 _______D1 A4.201 _______D7 A4.103 W1 W1 CONF. RM. A111 A4.451 F4 A4.451 B2 B4aA4.451 B1 A4.451 C1 A4.451D2A4.451 C2 A4.451 E6 A4.451 F6 A4.451E1 A4.451 E2 A4.451 D4 9'-8" A4.451 A4.451 C4 F7 A5.201 _______ E4 SF2 SF2 SF2 SF2 A205 A115 W1A117 99'-6"18'-0"34'-0"4'-8" 5'-4" 5'-4" 5'-4" 5'-4" 5'-4" 5'-4" 5'-4" 5'-4" 5'-4" 4'-0" 11'-2" 2'-8" 3'-0" 1'-8"7'-6" 26'-8" 34'-2" 1'-6"20'-6" 22'-0" 1'-6"38'-0" 34'-0" 32'-0" 1'-0" 12'-2" 131'-6" 70'-6" 149'-0"31'-0"10'-0"6'-0"15'-0"A131 A131A 20'-0" X 20'-0" CONC PAD, SEE CIVIL 56'-0" 6'-0" 18'-0" 6'-0" 20'-0"13'-4"56'-0"50'-0"4'-0"2'-8" 22'-8" 6'-8" 5'-4" 2'-8" 5'-4" 2'-8" 5'-4" 2'-8" 5'-4"21'-4" 7'-4" 107'-2" 106'-0"16'-0"A217 OFFICE A108 OFFICE A107 C2 A5.201 _______10'-0"4"1'-4"13'-2"16'-6"10'-6"25'-10"1'-8"2'-0"47'-0"1'-0"1.4 D.4 D.6 1 0 '-0 "24' -0" B.5 C.5 SF1 GB2 VEHICLE GARAGE A134 F4 A5.202 _______7'-0" 1'-0" 7'-4" WASH ROOM A136 CHANGING ROOM A119 ADA SHOWER ROOM A117 ADA TOILET A121 SHOWER ROOM A118 76'-0"148'-0" GB2 _______B7 A4.103 A4.451F1 5 5 3 8 A127E-PP06 A108 GA6 7 2 2 _______C7 A4.103 12 12 12 12 12 12 TOILET ROOM A113 CW4 14 15 A178 16'-2"GE6 _______B4 A4.706 100'-0" C4 A5.201 _______ A128 F2 17 A107A106A105A104 4'-0" 18 1818 18 4'-0"21'-0"29'-0"2'-0"8'-0"3'-4"4'-0"A118A119A126B A4.103 F28" 6'-4" 1'-2" 4'-0" 8" 1'-4" 4'-0" 4'-0" 8'-0" 16'-0" 8" 1'-4" 4'-0" 4'-0" 8'-0"14'-8"8'-8" 5'-0" 2'-0" 9'-4"8'-8" 8'-8" 8'-8" 10'-11"10"9'-5"10"9'-3"1'-0"9'-5"10"9'-0 1/2"10" 5" 9'-6"10" 8'-6" 5" 16'-3 3/4"4'-11 1/4" 3'-3"1'-5"4"5'-0" 5'-11" 15'-1"28'-1 3/4"13'-8 1/2"GB2 C4 A5.202 _______ C6 D6 CW1 CW2 19 A134C7'-9" 3'-9"5"20 F1 A5.101 20 20 20 20 20 20 20 14'-10 5/8" 20 20 20 20 2020 30'-11 3/8"7'-11" 5'-4"5'-2 5/8"13 13 13 13 1'-0" F1 A5.202 _______ AP2 PTD 22 _______B5 A5.702 A2.901 D5a TBD 6'-0" 5 23 23 23 23 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 - -1. 2. DOOR SCHEDULE REMARKS PROVIDE FIRE NUMBER AT EXTERIOR DOORS DOOR NUMBER IN "_". 3. SEE INTERIOR ELEVATIONS FOR LOCATIONS OF GLAZED BLOCK, PAINTED BLOCK, BRICK, SOUND BLOCK, VWC AND PAINT. 1. PROVIDE CERAMIC TILE TO A HEIGHT OF 4'-6" WITH EPOXY PAINT ABOVE. SEE DETAIL _____ FOR TILE PATTERN INFORMATION. 2. 3.PROVIDE GYPSUM BOARD SOFFIT ABOVE CASEWORK. (SEE CASEWORK ELEVATIONS AND REFLECTED CEILING PLANS.) 4.SEE A5.1 STAIR DETAILS, ELEVATIONS, AND SECTIONS FOR FINISH MATERIALS. 5. SEE DETAIL ____ FOR TILE FLOOR PATTERN INFORMATION. 6.PAINT CEILING AND ALL EXPOSED STRUCTURE, PIPING, CONDUIT, MECHANICAL DUCTS AND VENTS. 7. 8. PROVIDE VINYL BASE AT CASEWORK. 9. 10. 11. 12. PROVIDE TACK WALL FINISH ON ENTIRE INDICATED WALL - SEE PLANS FOR LOCATIONS. PROVIDE FORM FINISHED FLOO0R TO 4" ABOVE THE CEILING, WALL TO WALL. 13. - - - PROVIDE EPOXY PAINT AT ALL WALLS THROUGHOUT THIS ROOM. SLOPE CONC. FLOOR TOWARDS EXTERIOR DOOR. SEE PLANS FOR FLOORSLOPING INFORMATION. ROOM FINISH SCHEDULE REMARKS 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 501 South Eighth Street Minneapolis, MN 55404 krausanderson.com | 612 332 7281 10/12/2023 2:26:27 PMAutodesk Docs://232010 - MN CI Cottage Grove - New Utility Building/232010 - MN CI Cottage Grove - New UtilityBuilding R1.rvtAs indicatedCentral: Autodesk Docs://232010 - MN CI Cottage Grove - New Utility Building/232010 - MN CI Cottage Grove - NewUtility Building R1.rvtCITY OF COTTAGE GROVE NEW UTILITY & ENGINEERING BUILDING A2.01a MAIN LEVEL FLOOR PLAN - AREA A 12800 RAVINE PKWY COTTAGE GROVE, MN 55016 10875 IDEAL AVENUE S. COTTAGE GROVE, MN 55016 NOT FOR CONSTRUCTION 90% CD SET DRAFT JW KH 09/12/2023 232010 Minnesota 09/12/2023 John McNamara 24281 ARCHITECT ROOM FINISH SCHEDULE - AREA A - MAIN LEVEL ROOM NO ROOM NAME FLOOR BASE N WALL - TYP E WALL S WALL W WALL REMARKSMATL FIN MATL FIN MATL FIN MATL FIN A100 VEST. CPT-1 VB-1 SF ... SF ... GWB PT-6A SF ... A101 LOBBY CPT-1 VB-1 SF ... GWB PT-6A GWB PT-6A SF ... A102 TOILET ROOM P TILE-1 P TILE-1 GWB CT-5 GWB CT-5 GWB CT-5 GWB CT-5 A103 OPEN OFFICE CPT-1 VB-1 GWB PT-6A GWB PT-6A GWB PT-6A GWB PT-6A A104 SMALL CONFERENCE ROOM CPT-1 VB-1 GWB PT-6A GWB PT-6A GWB PT-6A GWB PT-6A A105 OFFICE CPT-1 VB-1 GWB PT-6A GWB PT-6A GWB PT-6A GWB PT-6A A106 OFFICE CPT-1 VB-1 GWB PT-6A GWB PT-6A GWB PT-6A GWB PT-6A A107 OFFICE CPT-1 VB-1 GWB PT-6A GWB PT-6A GWB PT-6A GWB PT-6A A108 OFFICE CPT-1 VB-1 GWB PT-6A GWB PT-6A GWB PT-6A GWB PT-6A A109 WORK ROOM CPT-1 VB-1 GWB PT-6A CONC PT-6A GWB PT-6A GWB PT-6A A110 STAFF ROOM P. CONC VB-1 GWB PT-6A GWB PT-6A GWB PT-6A GWB PT-6A A111 CONF. RM. CPT-1 VB-1 GWB PT-6A GWB PT-6B GWB PT-6A GWB PT-6A A112 CIRC. P TILE-2 P TILE-2 GWB PT-6A GWB PT-6A GWB PT-6A ... ... A113 TOILET ROOM P TILE-1 P TILE-1 GWB CT-5 GWB CT-5 GWB CT-5 GWB CT-5 A114 QUIET ROOM CPT-1 VB-1 GWB PT-6A GWB PT-6A GWB PT-6A GWB PT-6A A115 CIRC. P TILE-2 P TILE-2 GWB PT-6A GWB PT-6A GWB PT-6A GWB PT-6A A116 PERSONAL STORAGE P TILE-2 P TILE-2 CONC PT-6A GWB PT-6A CONC PT-6A GWB PT-6A A117 ADA SHOWER ROOM P TILE-1 P TILE-1 CONC PT-6A CONC PT-6A GWB CT-5 GWB PT-6A A118 SHOWER ROOM P TILE-1 P TILE-1 GWB PT-6A GWB PT-6A GWB CT-5 GWB PT-6A A119 CHANGING ROOM P TILE-1 P TILE-1 GWB PT-6A GWB PT-6A GWB PT-6A GWB PT-6A A121 ADA TOILET P TILE-1 P TILE-1 GWB CT-5 CONC PT-6A CONC PT-6A GWB CT-5 A123 JC. P TILE-1 P TILE-1 CONC PT-6A GWB PT-6A GWB PT-6A CONC PT-6A A124 JC / MAINT. S. CONC ... CONC PT-6A CONC PT-6A CMU PT-6A CONC PT-6A A125 MECH/ELEC S. CONC ... CONC PT-6A CONC PT-6A CONC PT-6A CONC PT-6A A126 STORAGE S. CONC ... CONC PT-6A CONC PT-6A CMU PT-6A CONC PT-6A A127 ELECTRICAL ROOM S. CONC ... CONC PT-6A CONC PT-6A CONC PT-6A CONC PT-6A A128 TOILET ROOM P TILE-1 P TILE-1 CONC CT-5 CONC PT-6A GWB CT-5 GWB CT-5 A130 WATER METER ROOM S. CONC ... CONC PT-6A CMU PT-6A CMU PT-6A CONC PT-6A A131 STREET LIGHT STORAGE S. CONC ... CONC PT-6A CONC/CMU PT-6A CMU PT-6A CMU PT-6A A132 WATER SERVICE S. CONC ... CMU PT-6A CMU PT-6A CONC PT-6A CONC PT-6A A134 VEHICLE GARAGE S. CONC ... CONC ... CONC/CMU ... CONC ... CONC ... A136 WASH ROOM S. CONC ... CONC ... CMU ... CMU ... CMU ... A175 MECHANICAL ROOM TT TT CONC PT-6A CONC/CMU PT-6A CMU PT-6A CMU PT-6A A176 DATA ROOM S. CONC CONC PT-6A CMU PT-6A CMU CT-5 CONC PT-6A A177 MEZZANINE STORAGE S. CONC ... CONC PT-6A CMU PT-6A ...... CONC PT-6A KEY PLAN DOOR / OPENING SCHEDULE - MAIN LEVEL - AREA A 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 A100 AL 1 3'-0" 7'-8" AL -- 3'-0" CW1 -- AL -- A101 AL 1 3'-0" 7'-8" AL -- 3'-0" SF 1 -- AL -- A103 G 1 3'-0" 7'-0" WD -- 3'-4" FR 1 -- HM -- A104 FG 1 3'-0" 7'-0" WD -- 3'-0" FR 2 -- HM -- A105 FG 1 3'-0" 7'-0" WD -- 3'-0" FR 2 -- HM -- A106 FG 1 3'-0" 7'-0" WD -- 3'-0" FR 2 -- HM -- A107 FG 1 3'-0" 7'-0" WD -- 3'-0" FR 2 -- HM -- A108 FG 1 3'-0" 7'-0" WD -- 3'-0" FR 2 -- HM -- A110 N 1 3'-0" 7'-0" WD -- 5'-4" FR 2A -- HM -- A113 F 2 4'-6" 7'-10" WD -- 9'-4" FR 1 -- HM -- A114 F 1 3'-0" 7'-0" WD -- 3'-4" FR 1 -- HM -- A114A G 1 3'-0" 7'-0" WD -- 3'-4" FR 1 -- HM -- A115 F 1 3'-0" 7'-0" WD -- 5'-4" FR 2A -- HM -- A115B G 1 3'-0" 7'-0" WD -- 3'-4" FR 1 -- HM -- A115C F 1 3'-0" 7'-0" WD -- 5'-4" FR 2A -- HM -- A117 F 1 3'-0" 7'-0" WD -- 3'-4" FR 1 -- HM -- A118 F 1 3'-0" 7'-0" WD -- 3'-4" FR 1 -- HM -- A119 F 1 3'-0" 7'-0" WD -- 3'-4" FR 1 -- HM -- A121 F 1 3'-0" 7'-0" WD -- 3'-4" FR 1 -- HM -- A123 G 1 3'-0" 7'-0" WD -- 3'-4" FR 1 -- HM -- A124 F 1 3'-0" 7'-0" WD -- 3'-4" FR 1 -- HM -- A125 F 1 3'-0" 7'-0" WD -- 3'-4" FR 1 -- HM -- A126A F 2 4'-0" 7'-0" HM -- 8'-4" FR 1 -- HM -- A126B F 2 3'-0" 7'-0" WD -- 6'-4" FR 1 -- HM -- A127 F 1 3'-0" 7'-0" WD -- 3'-4" FR 1 -- HM -- A128 F 1 3'-0" 7'-0" WD -- 3'-4" FR 1 -- HM -- A130 F 1 3'-8" 7'-0" HM -- 4'-0" FR 1 -- HM -- A130A MCDF 1 8'-0" 8'-5" HM -- 8'-4" CDF -- HM -- A131 F 1 3'-8" 7'-0" HM -- 4'-0" FR 1 -- HM -- A131A MCDF 1 8'-0" 8'-4" HM -- 8'-4" CDF -- HM -- A132 F 1 3'-0" 7'-0" WD -- 3'-4" FR 1 -- HM -- A133 OHG-1 1 16'-0" 14'-0" 16'-0" OH-2 A134A N 1 3'-0" 7'-0" WD -- 3'-4" FR 1A -- HM -- A134B G 1 3'-0" 7'-0" WD -- 3'-4" FR 1 -- HM -- A134C -- -- 12'-0" 8'-0" -- -- 12'-0" GS 1 -- AL A178 F 1 3'-0" 7'-0" WD -- 3'-4" FR 1 -- HM -- A175 F 1 3'-6" 7'-0" WD -- 3'-10" FR 1 -- HM -- A176 F 1 3'-0" 7'-0" WD -- 3'-4" FR 1 -- HM -- 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. 0 1/8" = 1'-0" MAIN LEVEL FLOOR PLAN - AREA AF1 6' 12' A B Revisions Description Date Num FINAL CD SET DRAFT NOT FOR CONSTRUCTION VEHICLE GARAGE B134 COLD STORAGE B133 E F H 1 3 4 5 2 6 H.5 C3 A5.102 F3 A5.102 B133 B134CB133C39'-8"11'-8" MD1 F2 A5.201 _______ 7B133D B134D7 4 7 D3A5.102A4.451 B6 W1 11 71'-6" 62'-6" 35'-0" 1'-0"1'-0"47'-0" 3'-8" 25'-10" 10'-6" 31'-0"1'-0"47'-0" 42'-0" 31'-0" 99'-9 1/8"16'-0"16'-0"7'-0"3'-0"G 20'-4" 7'-8" 16'-0" 3'-0" B133A 2 2 2 2 2 10'-0" F7 A5.202 _______ 4 2 2 MD1 4'-0"99'-6" 100'-0" 100'-0" 99'-7" 100'-0"99'-7" 20'-0" 8'-0" 40'-6" 8'-0" 20'-0" 100'-0" 17 17 17 D7 A0.000A _______ TRASH ENCLOSUREA7A0.000AF7 A0.000A _______ 169'-0" L4 157'-4" 5'-4" 6'-4"10'-0"6'-0"15'-0"4'-0"5'-0"1 8 '-0 "WASH BAY B135 23 FLOOR PLAN KEY NOTES: 1 DOOR ACTUATORS 2 BOLLARD - SEE DETAIL 3 TUB SINK - SEE MECHANICAL 4 NEW CONCRETE STOOP, SEE DETAIL 5 EMERGENCY EYE WASH. SEE MECH. 6 CABINET UNIT HEATER. SEE DETAIL____ SEE MECH. FOR SPECIFICATIONS, COORDINATE LOCATION WITH MECH. 7 NEW CONCRETE APRON, SEE STRUCTURAL 8 LOCATION OF SEMI-RECESSED DEFIBRILLATOR CABINET. 9 LOCATION OF WASHER AND DRYER (NIC) 10 SQUARE BRICK ACCENT - SEE ELEVATIONS/ SECTIONS FOR ADDITIONAL INFORMATION 11 BASE MOUNTED CRANE SYSTEM C5/A5.502 12 ELEC FLOOR BOX, SEE ELEC 13 CONCRETE PAD. COORDINATE SIZE AND LOCATION WITH MECHANICAL. SEE DETAILS: 14 HOLD OPEN, SEE DETAILS:E1/A4.801 F1/A4.801 B7/A5.702 15 ALTERNATE NO. 1: PROVIDE ACCESS PANEL (AP-1) FOR MANIFOLD/SNOW MELT SYSTEM, SEE MECH. COORDINATE EXACT LOCATION WITH MECH. CONTRACTOR. 16 PROVIDE SHUT OFF VALVE ON HOSE CONNECTION. SEE MECH. 17 TRENCH DRAIN, SEE DETAIL D6/A4.706 18 PROVIDE FIRE TREATED PLYWOOD BACKING AS REQUIRED FOR OWNER PROVIDED TECHNOLOGY. COORDINATE WITH OWNER/ARCHITECT ON EXACT LOCATION. 20 STAINLESS STEEL CORNER GUARD UP TO 7'-2". 19 FRP FROM FLOOR TO 8'-0" AFF. 21 STAINLESS STEEL CORNER GUARD UP TO BOTTOM OF BENCH. D4/A4.706 B6/A4.706C6/A4.706 22 FLAG POLE. SEE SPEC FOR HEIGHT. SEE ELECTRICAL FOR LIGHTING. 23 LOCATION OF FIRE EXTINGUISHER CABINET (SEMI-RECESSED IN RM. A110). SEE INTERIOR ELEVATIONS FOR LOCATIONS OF GLAZED BLOCK, PAINTED BLOCK, BRICK, SOUND BLOCK, VWC AND PAINT. 1. PROVIDE CERAMIC TILE TO A HEIGHT OF 4'-6" WITH EPOXY PAINT ABOVE. SEE DETAIL _____ FOR TILE PATTERN INFORMATION. 2. 3.PROVIDE GYPSUM BOARD SOFFIT ABOVE CASEWORK. (SEE CASEWORK ELEVATIONS AND REFLECTED CEILING PLANS.) 4.SEE A5.1 STAIR DETAILS, ELEVATIONS, AND SECTIONS FOR FINISH MATERIALS. 5. SEE DETAIL ____ FOR TILE FLOOR PATTERN INFORMATION. 6.PAINT CEILING AND ALL EXPOSED STRUCTURE, PIPING, CONDUIT, MECHANICAL DUCTS AND VENTS. 7. 8. PROVIDE VINYL BASE AT CASEWORK. 9. 10. 11. 12. PROVIDE TACK WALL FINISH ON ENTIRE INDICATED WALL - SEE PLANS FOR LOCATIONS. PROVIDE FORM FINISHED FLOO0R TO 4" ABOVE THE CEILING, WALL TO WALL. 13. - - - PROVIDE EPOXY PAINT AT ALL WALLS THROUGHOUT THIS ROOM. SLOPE CONC. FLOOR TOWARDS EXTERIOR DOOR. SEE PLANS FOR FLOORSLOPING INFORMATION. ROOM FINISH SCHEDULE REMARKS 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 501 South Eighth Street Minneapolis, MN 55404 krausanderson.com | 612 332 7281 10/12/2023 2:26:31 PMAutodesk Docs://232010 - MN CI Cottage Grove - New Utility Building/232010 - MN CI Cottage Grove - New UtilityBuilding R1.rvtAs indicatedCentral: Autodesk Docs://232010 - MN CI Cottage Grove - New Utility Building/232010 - MN CI Cottage Grove - NewUtility Building R1.rvtCITY OF COTTAGE GROVE NEW UTILITY & ENGINEERING BUILDING A2.01b MAIN LEVEL FLOOR PLAN - AREA B 12800 RAVINE PKWY COTTAGE GROVE, MN 55016 10875 IDEAL AVENUE S. COTTAGE GROVE, MN 55016 NOT FOR CONSTRUCTION 90% CD SET DRAFT JW KH 09/12/2023 232010 Minnesota 09/12/2023 John McNamara 24281 ARCHITECT 0 1/8" = 1'-0" MAIN LEVEL FLOOR PLAN - AREA BF1 6' 12' 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. KEY PLAN A B ROOM FINISH SCHEDULE - AREA B - MAIN LEVEL ROOM NO ROOM NAME FLOOR BASE N WALL - TYP E WALL S WALL W WALL REMARKSMATL FIN MATL FIN MATL FIN MATL FIN B133 COLD STORAGE S. CONC ... CONC PT-6A CONC PT-6A CONC PT-6A CONC PT-6A B134 VEHICLE GARAGE S. CONC ... CONC/CMU PT-6A CONC PT-6A CONC PT-6A CONC PT-6A B135 WASH BAY USF USF ... ... CONC PT-6A CONC PT-6A CONC PT-6A 9 DOOR / OPENING SCHEDULE - MAIN LEVEL - AREA A 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 B133 F 1 4'-0" 7'-0" HM -- 4'-4" FR 1 -- HM -- B133A - : OH-1 8'-0" ST -- OH-1 -- -- 1xx/A4xxx 1xx/A4xxx -- B133C N 1 3'-0" 7'-0" WD -- 3'-4" FR 1A -- HM -- B133D OHG-2 1 16'-0" 14'-0" 16'-0" OH-2 B134B N 1 3'-0" 7'-0" WD -- 3'-4" FR 1A -- HM -- B134C N 1 3'-0" 7'-0" WD -- 3'-4" FR 1A -- HM -- B134D OHG-2 1 16'-0" 14'-0" 16'-0" OH-2 Revisions Description Date Num FINAL CD SET DRAFT NOT FOR CONSTRUCTION FLOOR PLAN KEY NOTES: 1 DOOR ACTUATORS 2 BOLLARD - SEE DETAIL 3 TUB SINK - SEE MECHANICAL 4 NEW CONCRETE STOOP, SEE DETAIL 5 EMERGENCY EYE WASH. SEE MECH. 6 CABINET UNIT HEATER. SEE DETAIL____ SEE MECH. FOR SPECIFICATIONS, COORDINATE LOCATION WITH MECH. 7 NEW CONCRETE APRON, SEE STRUCTURAL 8 LOCATION OF SEMI-RECESSED DEFIBRILLATOR CABINET. 9 LOCATION OF WASHER AND DRYER (NIC) 10 SQUARE BRICK ACCENT - SEE ELEVATIONS/ SECTIONS FOR ADDITIONAL INFORMATION 11 BASE MOUNTED CRANE SYSTEM C5/A5.502 12 ELEC FLOOR BOX, SEE ELEC 13 CONCRETE PAD. COORDINATE SIZE AND LOCATION WITH MECHANICAL. SEE DETAILS: 14 HOLD OPEN, SEE DETAILS:E1/A4.801 F1/A4.801 B7/A5.702 15 ALTERNATE NO. 1: PROVIDE ACCESS PANEL (AP-1) FOR MANIFOLD/SNOW MELT SYSTEM, SEE MECH. COORDINATE EXACT LOCATION WITH MECH. CONTRACTOR. 16 PROVIDE SHUT OFF VALVE ON HOSE CONNECTION. SEE MECH. 17 TRENCH DRAIN, SEE DETAIL D6/A4.706 18 PROVIDE FIRE TREATED PLYWOOD BACKING AS REQUIRED FOR OWNER PROVIDED TECHNOLOGY. COORDINATE WITH OWNER/ARCHITECT ON EXACT LOCATION. 20 STAINLESS STEEL CORNER GUARD UP TO 7'-2". 19 FRP FROM FLOOR TO 8'-0" AFF. 21 STAINLESS STEEL CORNER GUARD UP TO BOTTOM OF BENCH. D4/A4.706 B6/A4.706C6/A4.706 22 FLAG POLE. SEE SPEC FOR HEIGHT. SEE ELECTRICAL FOR LIGHTING. 23 LOCATION OF FIRE EXTINGUISHER CABINET (SEMI-RECESSED IN RM. A110). SEE INTERIOR ELEVATIONS FOR LOCATIONS OF GLAZED BLOCK, PAINTED BLOCK, BRICK, SOUND BLOCK, VWC AND PAINT. 1. PROVIDE CERAMIC TILE TO A HEIGHT OF 4'-6" WITH EPOXY PAINT ABOVE. SEE DETAIL _____ FOR TILE PATTERN INFORMATION. 2. 3.PROVIDE GYPSUM BOARD SOFFIT ABOVE CASEWORK. (SEE CASEWORK ELEVATIONS AND REFLECTED CEILING PLANS.) 4.SEE A5.1 STAIR DETAILS, ELEVATIONS, AND SECTIONS FOR FINISH MATERIALS. 5. SEE DETAIL ____ FOR TILE FLOOR PATTERN INFORMATION. 6.PAINT CEILING AND ALL EXPOSED STRUCTURE, PIPING, CONDUIT, MECHANICAL DUCTS AND VENTS. 7. 8. PROVIDE VINYL BASE AT CASEWORK. 9. 10. 11. 12. PROVIDE TACK WALL FINISH ON ENTIRE INDICATED WALL - SEE PLANS FOR LOCATIONS. PROVIDE FORM FINISHED FLOO0R TO 4" ABOVE THE CEILING, WALL TO WALL. 13. - - - PROVIDE EPOXY PAINT AT ALL WALLS THROUGHOUT THIS ROOM. SLOPE CONC. FLOOR TOWARDS EXTERIOR DOOR. SEE PLANS FOR FLOORSLOPING INFORMATION. ROOM FINISH SCHEDULE REMARKS - -1. 2. DOOR SCHEDULE REMARKS PROVIDE FIRE NUMBER AT EXTERIOR DOORS DOOR NUMBER IN "_". 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 F5 A5.201 _______C1A5.101E1 A5.101 A B C D E 1 3 4 5 2 6 1.1 C5 A5.202 _______ C2 A5.202 _______ C7 A5.202 _______C1 A5.202 _______ C1 A5.201 _______ D.1C.1 C5 A5.201 _______ F2 A5.201 _______ F4 A5.201 _______ C7 A5.201 _______F1 A5.201 _______ F2a A5.202 _______A175MECHANICAL ROOM A175 F7 A5.201 _______ A176 W1 W1 W1 W1 L1 W1 W1 W1 ROOF BELOW OPEN TO BELOW _______B1 A4.201 19'-0" 6'-0" 18'-0" 6'-0" 18'-0" 6'-0" 18'-0" 6'-0" 18'-0" 6'-0" 18'-0" 6'-0"1'-0" 47'-0" 3'-8" 25'-10" 10'-6" 16'-6" 1'-6" 11'-8"1'-4"4"50'-0" 56'-0" 13'-4" 7'-4" 107'-2" 106'-0" 1'-8" 7'-6" 26'-8" 34'-2" 1'-6" 20'-6" 22'-0" 1'-6"38'-0" 34'-0" 32'-0" 1'-0" C2 A5.201 _______ 1.4 D.4 D.6 12'-0"10'-8"B.5 C.5 25'-0" DATA ROOM A176 MEZZANINE STORAGE A177 W1 W1 W12'-0" 10'-0" 4'-6" 5'-0" 4'-6" 10'-0" 7'-0" F4 A5.202 _______ 56'-0" 6'-0" 18'-0" 6'-0" 20'-0" W1 W1 20'-6 5/8" 6'-0" 5'-6 3/8" 6'-0" 6'-0" 6'-0" 6'-0" 6'-0" 14'-11"19'-0" 6'-0" 19'-0" W1 W1 METAL RAILING 8'-2" 4'-8" METAL RAILING 22'-3" 8'-0" METAL RAILING 36'-0"METAL RAILING20'-8"L2 L1 MA2 MA2 C4 A5.201 _______ A4.203 F3A4.103 F212'-0"1'-4"10'-0"6'-0"C4 A5.202 _______ 13 13 13 13 W1 W1 F1 A5.202 _______ 23 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 501 South Eighth Street Minneapolis, MN 55404 krausanderson.com | 612 332 7281 10/12/2023 2:26:36 PMAutodesk Docs://232010 - MN CI Cottage Grove - New Utility Building/232010 - MN CI Cottage Grove - New UtilityBuilding R1.rvtAs indicatedCentral: Autodesk Docs://232010 - MN CI Cottage Grove - New Utility Building/232010 - MN CI Cottage Grove - NewUtility Building R1.rvtCITY OF COTTAGE GROVE NEW UTILITY & ENGINEERING BUILDING A2.02a MEZZANINE LEVEL FLOOR PLAN - AREA A 12800 RAVINE PKWY COTTAGE GROVE, MN 55016 10875 IDEAL AVENUE S. COTTAGE GROVE, MN 55016 NOT FOR CONSTRUCTION 90% CD SET DRAFT JW KH 09/12/2023 232010 Minnesota 09/12/2023 John McNamara 24281 ARCHITECT KEY PLAN 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. 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 A175 MECHANICAL ROOM TT TT CONC PT-6A CONC/CMU PT-6A CMU PT-6A CMU PT-6A A176 DATA ROOM S. CONC CONC PT-6A CMU PT-6A CMU CT-5 CONC PT-6A A177 MEZZANINE STORAGE S. CONC ... CONC PT-6A CMU PT-6A ...... CONC PT-6A A200 DATA ROOM S. CONC ... CONC PT-6A CMU PT-6A CMU CT-5 CONC PT-6A A201 MEZZANINE STORAGE LEVEL S. CONC ... CONC PT-6A CMU PT-6A ... ... CONC PT-6A DOOR / OPENING SCHEDULE - MEZZ. LEVEL - AREA A 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 A205 N 1 3'-0" 7'-0" WD -- 3'-4" FR 1B -- HM -- A217 F 1 3'-0" 7'-0" WD -- 3'-4" FR 1 -- HM -- 0 1/8" = 1'-0" MEZZANINE LEVEL AREA AF1 6' 12' A B Revisions Description Date Num FINAL CD SET DRAFT NOT FOR CONSTRUCTION FLOOR PLAN KEY NOTES: 1 DOOR ACTUATORS 2 BOLLARD - SEE DETAIL 3 TUB SINK - SEE MECHANICAL 4 NEW CONCRETE STOOP, SEE DETAIL 5 EMERGENCY EYE WASH. SEE MECH. 6 CABINET UNIT HEATER. SEE DETAIL____ SEE MECH. FOR SPECIFICATIONS, COORDINATE LOCATION WITH MECH. 7 NEW CONCRETE APRON, SEE STRUCTURAL 8 LOCATION OF SEMI-RECESSED DEFIBRILLATOR CABINET. 9 LOCATION OF WASHER AND DRYER (NIC) 10 SQUARE BRICK ACCENT - SEE ELEVATIONS/ SECTIONS FOR ADDITIONAL INFORMATION 11 BASE MOUNTED CRANE SYSTEM C5/A5.502 12 ELEC FLOOR BOX, SEE ELEC 13 CONCRETE PAD. COORDINATE SIZE AND LOCATION WITH MECHANICAL. SEE DETAILS: 14 HOLD OPEN, SEE DETAILS:E1/A4.801 F1/A4.801 B7/A5.702 15 ALTERNATE NO. 1: PROVIDE ACCESS PANEL (AP-1) FOR MANIFOLD/SNOW MELT SYSTEM, SEE MECH. COORDINATE EXACT LOCATION WITH MECH. CONTRACTOR. 16 PROVIDE SHUT OFF VALVE ON HOSE CONNECTION. SEE MECH. 17 TRENCH DRAIN, SEE DETAIL D6/A4.706 18 PROVIDE FIRE TREATED PLYWOOD BACKING AS REQUIRED FOR OWNER PROVIDED TECHNOLOGY. COORDINATE WITH OWNER/ARCHITECT ON EXACT LOCATION. 20 STAINLESS STEEL CORNER GUARD UP TO 7'-2". 19 FRP FROM FLOOR TO 8'-0" AFF. 21 STAINLESS STEEL CORNER GUARD UP TO BOTTOM OF BENCH. D4/A4.706 B6/A4.706C6/A4.706 22 FLAG POLE. SEE SPEC FOR HEIGHT. SEE ELECTRICAL FOR LIGHTING. 23 LOCATION OF FIRE EXTINGUISHER CABINET (SEMI-RECESSED IN RM. A110).C5A5.101E F H 1 3 4 5 2 6 H.5 C3 A5.102 F3 A5.102 F2 A5.201 _______D3A5.102W1W1 W1 W1 W1 W1 W1 W1 W1 W1 W1 W1 W1 6'-0" 18'-0" 6'-0" 18'-0" 6'-0" 18'-0" 6'-0" 18'-0" 6'-0" 18'-0" 6'-0" 18'-0" 6'-0" 6'-0"10'-0"6'-0"15'-0"71'-6" 62'-6" 35'-0" 1'-0" 169'-0" 18'-0" 6'-0" 18'-0" 6'-0" 18'-0" 6'-0" 18'-0" 6'-0" 18'-0" 6'-0" 19'-0" 70'-6" 63'-6" 34'-0" 1'-0" G F7 A5.202 _______ A2.901C5 A2.901_C5_5 - a31'-0"10'-6"25'-10"3'-8"47'-0"31'-0"42'-0"47'-0"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 501 South Eighth Street Minneapolis, MN 55404 krausanderson.com | 612 332 7281 10/12/2023 2:26:39 PMAutodesk Docs://232010 - MN CI Cottage Grove - New Utility Building/232010 - MN CI Cottage Grove - New UtilityBuilding R1.rvt1/8" = 1'-0"Central: Autodesk Docs://232010 - MN CI Cottage Grove - New Utility Building/232010 - MN CI Cottage Grove - NewUtility Building R1.rvtCITY OF COTTAGE GROVE NEW UTILITY & ENGINEERING BUILDING A2.02b MEZZANINE LEVEL FLOOR PLAN - AREA B 12800 RAVINE PKWY COTTAGE GROVE, MN 55016 10875 IDEAL AVENUE S. COTTAGE GROVE, MN 55016 NOT FOR CONSTRUCTION 90% CD SET DRAFT JW KH 09/12/2023 232010 Minnesota 09/12/2023 John McNamara 24281 ARCHITECT KEY PLAN 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. 0 1/8" = 1'-0" MEZZANINE LEVEL - AREA BF1 6' 12' A B Revisions Description Date Num FINAL CD SET DRAFT NOT FOR CONSTRUCTION S S S S S S S S S S S S S S S S S S S S S S S S S S S S 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 F5 A5.201 _______ C5 A5.202 _______ C2 A5.202 _______ C7 A5.202 _______C1 A5.202 _______ C1 A5.201 _______ C5 A5.201 _______ F2 A5.201 _______ F4 A5.201 _______ C7 A5.201 _______F1 A5.201 _______ F2a A5.202 _______ F7 A5.201 _______ _______B3 A5.702 C2 A5.201 _______ F4 A5.202 _______ _______F3 A4.201 _______E3 A5.701 _______E3 A5.701 _______E3 A5.701 _______E3 A5.701 _______E3 A5.701 _______D1 A5.702 _______D1 A5.702 _______D1 A5.702 _______D1 A5.702 _______D1 A5.702 _______D1 A5.702 _______D1 A5.702 _______D1 A5.702 _______D1 A5.702 _______F3 A5.702 C4 A5.201 _______ C4 A5.202 _______ F1 A5.202 _______ 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 501 South Eighth Street Minneapolis, MN 55404 krausanderson.com | 612 332 7281 10/12/2023 2:26:44 PMAutodesk Docs://232010 - MN CI Cottage Grove - New Utility Building/232010 - MN CI Cottage Grove - New UtilityBuilding R1.rvtAs indicatedCentral: Autodesk Docs://232010 - MN CI Cottage Grove - New Utility Building/232010 - MN CI Cottage Grove - NewUtility Building R1.rvtCITY OF COTTAGE GROVE NEW UTILITY & ENGINEERING BUILDING A2.095a ROOF PLAN - AREA A 12800 RAVINE PKWY COTTAGE GROVE, MN 55016 10875 IDEAL AVENUE S. COTTAGE GROVE, MN 55016 NOT FOR CONSTRUCTION 90% CD SET DRAFT JW KH 09/12/2023 232010 Minnesota 09/12/2023 John McNamara 24281 ARCHITECT ROOF PLAN GENERAL NOTES 1. TAPERED ROOF INSULATION AND CRICKETS SHALL SLOPE AT 1/4" PER 1'-0". THE THICKNESS OF THE BASE INSULATION IS TO BE 5 1/2". 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. AT ALL LADDERS, TOP AND BOTTOM, PROVIDE AND INSTALL A 4'-0" X 4'-0" CONCRETE PAVER LANDING. 9. ROOF LADDERS WITH NUMBER IN PARENTHESIS INDICATE RELATIVE ROOF DECK ELEVATION DIFFERENCES, NOT INCLUDING PARAPET, VERIFY EXACT LADDER HEIGHT REQUIREMENTS. 0 1/8" = 1'-0" ROOF PLANF1 6' 12' KEY PLAN A B Revisions Description Date Num FINAL CD SET DRAFT NOT FOR CONSTRUCTION MS 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 F2 A5.201 _______ _______E3 A5.701 _______D1 A5.702 _______D1 A5.702 _______D1 A5.702 _______D1 A5.702 _______F3 A5.702 F7 A5.202 _______ _______E3 A5.701 _______E3 A5.701 _______E3 A5.701 _______D1 A5.702 D7 A0.000A _______ F7 A0.000A _______ 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 501 South Eighth Street Minneapolis, MN 55404 krausanderson.com | 612 332 7281 10/12/2023 2:26:47 PMAutodesk Docs://232010 - MN CI Cottage Grove - New Utility Building/232010 - MN CI Cottage Grove - New UtilityBuilding R1.rvtAs indicatedCentral: Autodesk Docs://232010 - MN CI Cottage Grove - New Utility Building/232010 - MN CI Cottage Grove - NewUtility Building R1.rvtCITY OF COTTAGE GROVE NEW UTILITY & ENGINEERING BUILDING A2.095b ROOF PLAN - AREA B 12800 RAVINE PKWY COTTAGE GROVE, MN 55016 10875 IDEAL AVENUE S. COTTAGE GROVE, MN 55016 NOT FOR CONSTRUCTION 90% CD SET DRAFT JW KH 09/12/2023 232010 Minnesota 09/12/2023 John McNamara 24281 ARCHITECT ROOF PLAN GENERAL NOTES 1. TAPERED ROOF INSULATION AND CRICKETS SHALL SLOPE AT 1/4" PER 1'-0". THE THICKNESS OF THE BASE INSULATION IS TO BE 5 1/2". 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. AT ALL LADDERS, TOP AND BOTTOM, PROVIDE AND INSTALL A 4'-0" X 4'-0" CONCRETE PAVER LANDING. 9. ROOF LADDERS WITH NUMBER IN PARENTHESIS INDICATE RELATIVE ROOF DECK ELEVATION DIFFERENCES, NOT INCLUDING PARAPET, VERIFY EXACT LADDER HEIGHT REQUIREMENTS. KEY PLAN A B 0 1/8" = 1'-0" ROOF PLAN AREA BF2 6' 12' Revisions Description Date Num FINAL CD SET DRAFT NOT FOR CONSTRUCTION F AS SCHED AS SCHEDN AS SCHED GL 4"10"2'-1"3'-6"AS SCHEDG AS SCHED GL EQ 1'-4" EQ AS SCHED2'-8"1'-0"AS SCHEDAS SCHED OH-1 FR 1 5" 2"AS SCHED2"2"AS SCHEDOVERALL WIDTH FR 2A 5" AS SCHED OVERALL WIDTH 2"2"2"AS SCHED6"2"GL W1 2 1/2"3'-0"6'-0" EC1 L1 3/8" 10'-0"6'-6"B5 A5.602 _______ D7 A5.602 _______ B5 A5.602 _______ AL AS SCHED AS SCHEDAS SPEC'DAS SPEC'DAS SPEC'D AS SPEC'D GL MCDFCOILING DOOR HEIGHTAS SCHEDSEE DETAILSCOILING DOOR BOX TRACK AS SCHED AS SCHED EC1 EC1 CW41'-8"4'-4"AS SCHED AS SCHED EC1 EC1 EC1 EC1EC1 EC1 EC1 EC1 EC1 EC1 EC1 EC1 EC1 EC1 EC1 EC1 EC1 EC1 EC1 CW2 IP IP IP IP IP 4'-7 5/8"4'-8 5/8"4'-8 5/8"3'-10"3'-9"1'-10" 1'-4"4'-4"1'-8"GL GL GL OVERALL WIDTH AS SCHED EQ EQ HOLLOW METAL FRAME BUTT GLAZE ACOUSTIC SEALANT, TYP. FROSTED GLASS1'-8" 2"7'-2"6"FR22'-0" 4'-0" AS SCHED 2"AS SCHEDEC1 EC1 EC1 EC1 EC1 EC1 EC1 EC1 D1 A5.601 _______ C7 A5.504 _______ EC1 F7 A5.504 _______ EC1 CW1 IP IPIP 1'-0" 2'-2"4'-4"1'-2"2" 1'-7 3/8" 2" 2" 1'-4" 2" 1'-2 5/8" 2" 1'-2 7/8" 2" 11 7/8" 2" AS SCHED 2"1'-4"2" 1'-3 1/2" 2"AS SCHEDEC1 EC1 EC1 EC1EC1 EC1 EC1 INTERSECTION W/ CW2 SF11'-0"EC1 EC1 EC1EC1 EC1 EC1 CW34'-4"1'-8"EQ EQ EQ EC1 EC1 EC1 EC1 EC1 EC1 EQ EQ EQ EQ EC1 EC1 EC1 EC1 EC1 EC1 EC1 EC1 5'-0"6'-6"L2 B5 A5.602 _______ B5 A5.602 _______ D7 A5.602 _______ OH-2 EC1 EC1 EC1 EC1 EC1 EC1 EC1 EC1 EC1 EC1 AS SCHEDAS SCHED FR 1A 6" 2"AS SCHED2" OVERALL WIDTH 2"1'-6"2"AS SCHEDULEDFR 1B 6" 2"AS SCHED2" OVERALL WIDTH 2"2'-10"2"AS SCHEDULEDGL GS 16"1'-6"4'-0"1'-11" 1"8'-0"BUTT GLAZE ACOUSTIC SEALANT, TYP. FROSTED GLASS 12'-0" SF2 2 1/2"6'-10"4'-4"5'-4" EC1 EC1 EXTERIOR SUNSCREEN 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 501 South Eighth Street Minneapolis, MN 55404 krausanderson.com | 612 332 7281 10/12/2023 2:26:53 PMAutodesk Docs://232010 - MN CI Cottage Grove - New Utility Building/232010 - MN CI Cottage Grove - New UtilityBuilding R1.rvt1/4" = 1'-0"Central: Autodesk Docs://232010 - MN CI Cottage Grove - New Utility Building/232010 - MN CI Cottage Grove - NewUtility Building R1.rvtCITY OF COTTAGE GROVE NEW UTILITY & ENGINEERING BUILDING A2.901 DOOR/ FRAME/ WINDOW TYPES 12800 RAVINE PKWY COTTAGE GROVE, MN 55016 10875 IDEAL AVENUE S. COTTAGE GROVE, MN 55016 NOT FOR CONSTRUCTION 90% CD SET DRAFT JW KH 09/12/2023 232010 Minnesota 09/12/2023 John McNamara 24281 ARCHITECT DOOR TYPES FRAME TYPES WINDOW ELEVATIONS LOUVER ELEVATIONS NOTE: CURTAIN WALL MULLIONS TO BE 2" x 6" UNLESS OTHERWISE NOTED CURTAIN WALL ELEVATIONS STOREFRONT ELEVATIONS GL Revisions Description Date Num NOTE: PROVIDE INSULATED INFILL PANEL AT LOCATIONS NOTED WITH "IP". NOTE: PROVIDE WINDOW SHADES AT ENTIRE WIDTH OF OPENING.NOTE: PROVIDE WINDOW SHADES AT ENTIRE WIDTH OF OPENING. NOTE: PROVIDE WINDOW SHADES AT ALL SF2 LOCATIONS. FINAL CD SET DRAFT NOT FOR CONSTRUCTION DW CANLIGHT 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 AIR DIFFUSER (IN CEILING GRID) RETURN AIR GRILLE (IN CEILING GRID) AIR DIFFUSER EXHAUST GRILLE ACCESS PANEL LINEAR DIFFUSER (IN CEILING GRID) PTD. GYPSUM BOARD CEILING / SOFFIT PENDANT LIGHT FIXTURE S AP RCP LEGEND RCP KEY NOTES: 1 PAINT ALL EXPOSED STRUCTURE, MECHANICAL AND ELECTRICAL PT-XX. DO NOT PAINT FIRE ALARM WIRES OR EQUIPMENT TAGS. 2 MODIFY CEILING GRID AS REQUIRED FOR NEW WORK. EXPOSED PT-8 EXPOSED PT-8 EXPOSED PT-8 A104 A105 A106 A109 A103 A100 A101 A102 A114 A110 A124 A132 A130 A131 10'-0" ACT 2 / 10'-0" ACT 2 / 9'-0" ACT 2 / 10'-0" ACT 2 / 10'-0" ACT 2 / 10'-0" ACT 2 / 9'-0" ACT 2 / 9'-0" ACT 2 / 9'-0" ACT 2 / 9'-6" ACT 2 / 9'-6" ACT 2 / 9'-6" ACT 2 / 9'-6" ACT 2 / 9'-6" ACT 2 / 10'-0" 10'-0" 10'-0"-1'-3" 9'-0" ACT 2 / 9'-8" GWB / PT-8 10'-6" GWB / PT-8 10'-0" GWB / PT-8 10'-0" GWB / PT-8 10'-0" GWB / PT-8 10'-0" GWB / PT-8 10'-0" GWB / PT-8 10'-0" GWB / PT-8 A125 A126 A123 EXPOSED EXPOSED PT-8 8'-0" GWB / PT-8 8'-0" GWB / PT-8 8'-0" GWB / PT-8 8'-0" GWB / PT-8 9'-0" ACT 2 / EXPOSED PT-8 EXPOSED PT-8 A127 10'-0" GWB / PT-8 A128 F4 A5.202 _______ 10'-0" ACT 2 / 10'-6" GWB / PT-8 7'-8" GWB / PT-8 9'-6" GWB / PT-8 9'-6" GWB / 7'-0" GWB / PT-8 F3 A4.801 _______ 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 501 South Eighth Street Minneapolis, MN 55404 krausanderson.com | 612 332 7281 10/12/2023 2:27:00 PMAutodesk Docs://232010 - MN CI Cottage Grove - New Utility Building/232010 - MN CI Cottage Grove - New UtilityBuilding R1.rvt1/8" = 1'-0"Central: Autodesk Docs://232010 - MN CI Cottage Grove - New Utility Building/232010 - MN CI Cottage Grove - NewUtility Building R1.rvtCITY OF COTTAGE GROVE NEW UTILITY & ENGINEERING BUILDING A3.01a MAIN LEVEL REFLECTED CEILING PLAN - AREA A 12800 RAVINE PKWY COTTAGE GROVE, MN 55016 10875 IDEAL AVENUE S. COTTAGE GROVE, MN 55016 NOT FOR CONSTRUCTION 90% CD SET DRAFT JW KH 09/12/2023 232010 Minnesota 09/12/2023 John McNamara 24281 ARCHITECT 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. 0 1/8" = 1'-0" MAIN LEVEL REFLECTED CEILING PLAN - AREA AE1 6' 12' A B Revisions Description Date Num FINAL CD SET DRAFT NOT FOR CONSTRUCTION CANLIGHT 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 AIR DIFFUSER (IN CEILING GRID) RETURN AIR GRILLE (IN CEILING GRID) AIR DIFFUSER EXHAUST GRILLE ACCESS PANEL LINEAR DIFFUSER (IN CEILING GRID) PTD. GYPSUM BOARD CEILING / SOFFIT PENDANT LIGHT FIXTURE S AP RCP LEGEND RCP KEY NOTES: 1 PAINT ALL EXPOSED STRUCTURE, MECHANICAL AND ELECTRICAL PT-XX. DO NOT PAINT FIRE ALARM WIRES OR EQUIPMENT TAGS. 2 MODIFY CEILING GRID AS REQUIRED FOR NEW WORK. EXPOSED PT-8 EXPOSED PT-8 EXPOSED PT-8 FOR OFFICE RCP, SEE SHEET A3.01a 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 501 South Eighth Street Minneapolis, MN 55404 krausanderson.com | 612 332 7281 10/12/2023 2:27:03 PMAutodesk Docs://232010 - MN CI Cottage Grove - New Utility Building/232010 - MN CI Cottage Grove - New UtilityBuilding R1.rvt1/8" = 1'-0"Central: Autodesk Docs://232010 - MN CI Cottage Grove - New Utility Building/232010 - MN CI Cottage Grove - NewUtility Building R1.rvtCITY OF COTTAGE GROVE NEW UTILITY & ENGINEERING BUILDING A3.02a MEZZANINE LEVEL REFLECTED CEILING PLAN - AREA A 12800 RAVINE PKWY COTTAGE GROVE, MN 55016 10875 IDEAL AVENUE S. COTTAGE GROVE, MN 55016 NOT FOR CONSTRUCTION 90% CD SET DRAFT JW KH 09/12/2023 232010 Minnesota 09/12/2023 John McNamara 24281 ARCHITECT 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. 0 1/8" = 1'-0" MEZZANINE REFLECTED CEILING PLAN - AREA AE3 6' 12' A B Revisions Description Date Num FINAL CD SET DRAFT NOT FOR CONSTRUCTION EXPOSED PT-8 EXPOSED PT-8 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 501 South Eighth Street Minneapolis, MN 55404 krausanderson.com | 612 332 7281 10/12/2023 2:27:06 PMAutodesk Docs://232010 - MN CI Cottage Grove - New Utility Building/232010 - MN CI Cottage Grove - New UtilityBuilding R1.rvt1/8" = 1'-0"Central: Autodesk Docs://232010 - MN CI Cottage Grove - New Utility Building/232010 - MN CI Cottage Grove - NewUtility Building R1.rvtCITY OF COTTAGE GROVE NEW UTILITY & ENGINEERING BUILDING A3.02b MEZZANINE LEVEL REFLECTED CEILING PLAN - AREA B 12800 RAVINE PKWY COTTAGE GROVE, MN 55016 10875 IDEAL AVENUE S. COTTAGE GROVE, MN 55016 NOT FOR CONSTRUCTION 90% CD SET DRAFT JW KH 09/12/2023 232010 Minnesota 09/12/2023 John McNamara 24281 ARCHITECT0 1/8" = 1'-0" MEZZANINE LEVEL REFLECTED CEILING PLAN AREA BE2 6' 12' A B Revisions Description Date Num FINAL CD SET DRAFT NOT FOR CONSTRUCTION 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 GRANULAR LOOSEBATT 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 ARTOR 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 5 FINISHED FLOOR MARKER TRAY. OMIT AT TACKBOARDS. OFFICES WHEN MARKERBOARDS AND TACKBOARDS ARE PLACED IN A SERIES, A CONTINUOUS MAP RAIL SHOULD BE PROVIDED OVER MARKERBOARDS / TACKBOARDS FROM END TO END. TACKBOARD / MARKERBOARD GENERAL NOTES: MARKERBOARDS, TACKBOARDS AND TACKSTRIPS ARE TO BE CENTERED ON A WALL OR WITHIN A SPACE TYPICALLY, UNLESS OTHERWISE NOTED. SEE INTERIOR ELEVATIONS FOR TYPICAL LAYOUTS. 2. 1.3'-0" 4'-0" PAPER TOWEL DISPENSER SINK MIRROR (CENTERED ON THE SINK)MAX TO CONTROL3'-4"6'-2" MIN3'-2" MAX2'-10" MAXSOAP DISPENSER 1'-3"2'-0"1'-5"MAX TO CONTROL3'-4"ACCESSIBLETO SPOUT2'-9" - 3'-0"MIN2'-3"TO SPOUT3'-4" - 3'-6"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 GRAB BAR #2 4"- 6" 1'-0" 2'-0"39"- 41"33"-36"SOAP DISH ADJUSTABLE SHOWER HEAD GRAB BAR #3 SHOWER VALVE SIDEWALL GRAB BAR #5 33"-36"3'-0" 4" MAX 38" MIN48" MAXMAX 1'-3"6" MAX3" MIN-CONTROL AREA SHOWER ENTRY SIDE BACK WALL SHOWER SEAT #1 GRAB BAR #5 33"-36"3'-0" MIN SIDEWALL SHOWER SEAT #1 1 1/2"17" -19"3'-0"MAX TO CONTROL3'-4"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 48" MAXF 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 501 South Eighth Street Minneapolis, MN 55404 krausanderson.com | 612 332 7281 10/12/2023 2:27:10 PMAutodesk Docs://232010 - MN CI Cottage Grove - New Utility Building/232010 - MN CI Cottage Grove - New UtilityBuilding R1.rvtAs indicatedCentral: Autodesk Docs://232010 - MN CI Cottage Grove - New Utility Building/232010 - MN CI Cottage Grove - NewUtility Building R1.rvtCITY OF COTTAGE GROVE NEW UTILITY & ENGINEERING BUILDING A4.101 DETAILS - GENERAL 12800 RAVINE PKWY COTTAGE GROVE, MN 55016 10875 IDEAL AVENUE S. COTTAGE GROVE, MN 55016 NOT FOR CONSTRUCTION 90% CD SET DRAFT JW KH 09/12/2023 232010 Minnesota 09/12/2023 John McNamara 24281 ARCHITECT & 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 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 FFE FINISHED FLOOR ELEVATION 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. 0 1/4" = 1'-0" MOUNTING TYPESD1 3' 6' 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 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 SGL SECURITY GLASS SHM SECURITY HOLLOW METAL SIM SIMILAR SND SANITARY NAPKIN DISPENSER SNR SANITARY NAPKIN RECEPTOR SST STAINLESS STEEL STN STONE STRUCT STRUCTURAL TBD TACKBOARD TEMP TEMPORARY TERR TERRAZZO 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 0 3/8" = 1'-0" LAV ELEVE5 2' 4' 0 3/8" = 1'-0" ADULT WCF4a 2' 4' 0 3/8" = 1'-0" ADULT UR ELEVF5 2' 4' 0 3/8" = 1'-0" HCAP UR ELEVF6 2' 4' 0 3/8" = 1'-0" SNDC5 2' 4' 0 3/8" = 1'-0" EWCD5 2' 4' 0 3/8" = 1'-0" ADULT HCAP WCC7 2' 4' 0 3/8" = 1'-0" ADULT HCAP WCD7 2' 4' 0 3/8" = 1'-0" TRANSFER SHOWER STALL (36" X 36")C6 2' 4' 0 3/8" = 1'-0" TRANSFER SHOWER STALL (36" X 36")D6 2' 4' 0 3/8" = 1'-0" TRANSFER SHOWER STALL (36" X 36")E6 2' 4' 0 3/8" = 1'-0" PAPER TOWELS1E4 2' 4' 0 1/4" = 1'-0" PLAN AT HCAP PUSH BUTTON LOCATIONSE7 3' 6' 0 3/8" = 1'-0" CLOTHES HOOK ELEVF7 2' 4' Revisions Description Date Num FINAL CD SET DRAFT NOT FOR CONSTRUCTION WDA4.101 D7 C7 A4.101 A4.101 D5 E5 F6 UR-HC LAV-HC PTD S. DISP M No. 1 GA6 GA6 1.4 B.5 5"4'-11"1'-4 3/8" 4'-4" 1'-3" 9'-1"11 3/4"2'-11 3/8"GB No. 1 GB No. 2 WC-HC TPH FD D 1 3 2 1.1 D.1 A4.101 E5 A4.101 E5 A4.101 D7 E5 A121GA6 GA6 GA6 GA6 GA6 GA6 ADA BENCH PERSONAL STORAGE A116 ADA TOILET A121 3'-9"ADA BENCH LT #1 (2) @ 2'-0" = 4'-0"4'-5 3/8"LT #1(6) @ 2'-0" = 12'-0"3'-2"LT #1(6) @ 2'-0" =12'-0"LT #2 (6) @ 1'-0" = 6'-0" ADA SHOWER ROOM A117 5'-0" EQFROSTED GLASS WALL12'-0" EQ 5'-0" 1.4 C.5 CHANGING ROOM A119 SHOWER ROOM A118 A4.101 F6 A4.101 C6 FD LAV-HC FD FD UR-HC LAV-HC WC-HC PTD S. DISP M No. 1 GB NO 2 GB NO 1 TPH PTD S. DISP SHOWER SEAT GB NO 5 M No. 1 SHOWER ROD AND CURTAIN SHOWER ROD AND CURTAIN B4 A4.801 _______ B4 A4.801 _______ _______F7 A4.101 COAT HOOK COAT HOOK 17"GA6 TOWEL BAR TOWEL BAR M No. 1 S. DISP M No. 1 PTD LAV-HC 17"GB NO 1 GB NO 2 TPH SNR No. 1 WC-HC A117A118A119BENCH (NIC) 14'-6 1/2" 2'-0 1/2" 1'-10" 8" 3'-0"1'-5"3'-1 1/4"5"8'-11" 10" 6'-9 3/8" 10'-1" 5" 11'-1" 5" COAT HOOK COAT HOOK SB SB A2.901C8 A2.901_C8_Elevation 14 - a TOILETRY SHELF TOILETRY SHELF 1 1.1 1.4 1'-4" 5'-3" 1'-4" GA6 A4.101 D7SIM A4.101 F6SIM UR-HC FD GA6 WC-HC GB NO 2 TPH SNR No. 1 GB NO 1 S. DISP M No. 18'-10" 1'-5" 4"3'-4" A4.451 D14'-5"5"PTD S. DISP M No. 1 PTD 3 2 FD GB NO 2 GB NO 1 PTD S. DISP WC-HC LAV-HC M No. 1WASHERDRYER UR-HC A4.101 E5 C7 D71'-5"4'-6"2'-1"1'-0" 2'-6"2" 5'-0" 2" MA2 MA2 AP1 D4 A4.706 _______ 1'-3" T.O. PRECAST 126'-0" BASEML 100'-0" T.O. MASONRY 116'-0" MEZZANINE LEVEL 111'-6" D E FC.1 C.5 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 501 South Eighth Street Minneapolis, MN 55404 krausanderson.com | 612 332 7281 10/12/2023 2:27:16 PMAutodesk Docs://232010 - MN CI Cottage Grove - New Utility Building/232010 - MN CI Cottage Grove - New UtilityBuilding R1.rvtAs indicatedCentral: Autodesk Docs://232010 - MN CI Cottage Grove - New Utility Building/232010 - MN CI Cottage Grove - NewUtility Building R1.rvtCITY OF COTTAGE GROVE NEW UTILITY & ENGINEERING BUILDING A4.103 ENLARGED TOILET PLANS 12800 RAVINE PKWY COTTAGE GROVE, MN 55016 10875 IDEAL AVENUE S. COTTAGE GROVE, MN 55016 NOT FOR CONSTRUCTION 90% CD SET DRAFT JW KH 09/12/2023 232010 Minnesota 09/12/2023 John McNamara 24281 ARCHITECT 0 1/4" = 1'-0" A102 ENLARGED TOILET PLANC7 3' 6' 0 1/4" = 1'-0" ENLARGED FLOOR PLAN - CLOTHING STORAGE ROOM AREA "A"D5 3' 6' 0 1/4" = 1'-0" A113 - ENLARGED TOILET PLANB7 3' 6' 0 1/4" = 1'-0" A128 / A136 ENLARGED TOILET PLAND7 3' 6' INTERIOR MATERIAL FINISH/ COLOR SCHEDULE Key Item Manufacturer Color/ Finish 03 45 00 Architectural Precast Concrete Portland cement As specified Color: Color mix to match mortar sample. Aggregate-Color As specified Color: Aggregate-Size As specified Size: Finish As specified Acid Etched 04 20 00 Unit Masonry BRK-1 Brick 1 Color to match sample supplied by Architect Glazed Block Pointing Mortar Hydrament U-Poxy Color: Mortar Colorant As specified Color to match sample supplied by Architect BLK-1 Honed Limestone Color to match sample supplied by Architect 06 40 00 Architectural Woodwork (Cabinets, Trim, Paneling) Hardwood Wood Countertops- Stained Sherwin Williams Color to match sample supplied by Architect 06 65 10 Solid Surface Fabrications SSF-1 Solid Surface Fabrications Corian Color: Weathered Aggregate 07 42 13 Preformed Aluminum Wall Panels and Coping Anodized Metal Panel and Coping AaCron, Inc. Color: 07 42 16 Rainscreen Aluminum Wall Panels and Coping Prefinished Metal Panel and Coping Una-Clad Color: Sealant As specified Color: Standard or custom to match panels 08 14 00 Wood Doors Prefinished Stained Wood Door Masonite Color: Natural Birch Nutmeg 08 33 13 Coiling Doors Coiling Shutter Coiling Door 08 36 00 Sectional Metal Overhead Doors Factory Painted Door Panels As specified Color 08 40 00 Aluminum Entrances, Storefronts, and Curtain Walls Prefinished Doors Curtainwalls And Accessories EFCO Color: Anodized Doors Curtainwalls And Accessories EFCO Color: Clear anodized Sealant-CW/SF As specified Color: To match sample supplied by Architect 08 51 13 Aluminum Windows Anodized Windows And Accessories EFCO Color: Clear Sealant-Window As specified Color: To match sample supplied by Architect 08 71 00 Finish Hardware Butt Hinges-Exterior As specified US32D on stainless steel Butt Hinges-Interior As specified US26D on steel Flush Bolts As specified US26D on brass or bronze Exit Devices As specified US26D on brass or bronze Locks As specified US26D on brass or bronze Pulls And Push Plates/ Bars As specified US32D on stainless steel Coordinators As specified USP on steel Closers As specified Sprayed AL on cast iron or aluminum Protective Plates As specified US32D on stainless Steel Overhead Stops As specified US26D on brass, bronze, or steel Wall Stops As specified US26D on brass, bronze, or steel Magnetic Holders As specified Sprayed SA on cycolac Thresholds As specified Mill aluminum Weatherstrips And Sweep Strips As specified Clear anodized aluminum Key Cabinets As specified Gray enamel on steel Miscellaneous As specified US26D on brass or bronze 08 91 00 Louvers INTERIOR MATERIAL FINISH/ COLOR SCHEDULE Key Item Manufacturer Color/ Finish Prefinished Aluminum As specified Custom color to match the material in which louver occurs 09 21 16 Gypsum Board Painted Reveal Trim Sherwin Williams Color to match: 09 30 00 Tile CT-1 Ceramic Floor Tile- Field 1 Kate-Lo Tile & Stone Color: 639G3R New York Sand CT-5 Ceramic Wall Tile- Field Dal Tile Color: CT-6 Ceramic Wall Tile- Accent Dal Tile Color: Grout- Ceramic Floor Tile As specified Color:As selected by Architect Grout- Ceramic Wall Tile As specified Color: As selected by Architect P TILE-1 Porcelain Floor Tile- Field 1 Ergon Engineered Stone Color: New York Sand Grout- Porcelain Floor Tile As specified Color: As selected by Architect 09 51 23 Acoustical Ceilings ACT-1 2 x 2 ACT 09 65 00 Resilient Flooring VCT-1 Vinyl Composition Tile Armstrong Imperial texture #: VCT-2 Vinyl Composition Tile Armstrong Imperial texture #: Reducer/ Transition Strips Mercer Color: VB-1 Vinyl Base Tarkett Color: TA4 Gateway 09 68 00 Carpet CPT-1 Carpet J + J Flooring Pattern/ Color: 1758 Finale CPT- Transition Strips Mercer Color: 09 72 00 Wall Covering <varies> Vinyl Wall Covering VWC Lanark Pattern/ Color: VWC-2 Vinyl Wall Covering VWC Lanark Pattern/ Color: 09 83 13 Acoustic Wall Panels <varies> Acoustic Wall Panel Kirei Color: 444 Smoke <varies> Acoustic Wall Panel Kirei Color: 442 Grey <varies> Acoustic Wall Panel Kirei Color: 365 Navy 09 91 00 Painting PT-1 PT 1-Exterior HM doors and frames Sherwin Williams Color: Black Magic SW6991 PT-2 PT 2-Exterior Misc. Metals, Mech. Piping, Equipment Sherwin Williams Color: Black Magic SW6991 PT-3 PT 3-Exterior Rooftop Equipment Sherwin Williams Color: Black Magic SW6991 PT-4A PT 4A-Interior HM Frames Sherwin Williams Color: Black Magic SW6991 PT-4B PT 4B-Interior HM Doors Sherwin Williams Color: Black Magic SW6991 PT-5 PT 5-Interior Misc. Metals Sherwin Williams Color: Black Magic SW6991 PT-6A PT 6A-Walls Color: PT-6B PT 6B-Walls Accent PPG Color: Sheffield Gray PPG1041-6 PT-6C PT 6C-Walls Accent PPG Color: Gibraltar Gray PPG1002-6 PT-6D PT-6D Walls Accent PPG Color: Lazy Afternoon PPG1007-5 PT-7 PT 7-Soffits Sherwin Williams Color: Kestrel White SW7516 PT-8 PT 8-Ceilings PPG Color: Willow Springs PPG1007-1 ST-1A Stain 1A-Wood Paneling Sherwin Williams Color: 10 11 00 Visual Display Boards Anodized Aluminum Trim As specified Color: Clear Tackboard Narin Cork Color: Tan 10 14 19 Dimensional Letter Signage Anodized Aluminum Letters/ Numbers As specified Color: Clear Painted Letters/ Numbers As specified Color: 10 26 13 Wall Surface Protection Systems CG-1 Corner Guard InPro Color: 12 21 13 Horizontal Louver Blinds Blinds Levelor Color: 12 32 16 Plastic Laminate Casework Plastic Laminate Vert Surface Wilsonart Color: Handspun Slate 5035 PVC Edging-Countertop TMI Color: PVC Edging-Casework TMI Color: Wire Pulls TMI Color Grand total: 418 0 1/8" = 1'-0" Elevation 13 - aF2 6' 12' Revisions Description Date Num FINAL CD SET DRAFT NOT FOR CONSTRUCTION METAL BRACKETS @ 5'-0" MAX RETURN TO WALL WITH ROUND END CAP. 1 1/4" NOM PIPE RAILING. ALL EXPOSED WELDS TO BE GROUND SMOOTH, ALL METAL TO BE PRIMED, EXPOSED METAL TO BE PAINTED. RAMP BOTTOM 1'-0" @ @ STAIR BOTTOM TREAD DEPTH 10" STAIR OR RAMP 1'-0" @ TOP OF 34" - 38"12" STEEL CHANNEL STRINGER - ANCHOR TO FLOOR W/ 3"x3"x1/4" CLIP ANGLE @ FLOOR STEEL X-BAR TREADS BOLT TO STRINGER W/ 1-1/4"x3/16" BEARING BARS W/ SLIP RESISTANT NOSING PROVIDE 1/4" CLOSURE PLATE @ END OF STRINGERS60° 00' 00" MAX1"4"NOSING TO TOP OF HANDRAIL3'-0"E Q U AL E Q U AL NOTES APPLY A4.201 F1 1 1/4" NOM PIPE RAILING ROOF HATCH, SEE ROOFING SYSTEM STEEL ANGLE, SEE STRUCT GWB WALL, SEE PLAN FOR TYPE STEEL PLATE, WELD TO ANGLE NOTE: WELDS ARE TO BE GROUND SMOOTH CANT AS REQUIRED BY ROOFING SYSTEM SHEET METAL FLASHING NOTES APPLY A4.201 D3 A5.702 B3 WELD 1/4" CLOSURE LATE @ STRINGERS 3"x6"x5/16" ANGLE @ EACH STRINGER W/ 3/8" DIA x 6" EXPANSION ANCHOR NOTE: WELDS ARE TO BE GROUND SMOOTH 6"x6"x3/8" CONT BENT STEEL PLATE IMBED BY PRECAST AT OPENING PERIMETER W/ NELSON STUDS @ 40" OC, GROUTED IN PLACE 1"1"2"3" 6" GROUT CORES SOLID 3 2 B3 A4.201 _______ 8" 4'-0" 8" _______B6 A4.203 3 2 B3 A4.201 _______ B4 A4.201 _______20 TREADS AT 11" EACH18'-4"1'-0"11 3/4"100'-6 7/8" 111'-6"1'-0"1'-0"E3 A4.203 _______ TO FOOTING 96'-0" BASEML 100'-0" MEZZANINE LEVEL 111'-6" 32 2'-10 1/2"_______C5 A4.20320 TREADS @ 11" EACH11'-6"_______B5 A4.203 T.O. PRECAST 126'-0" MEZZANINE LEVEL 111'-6" 2 _______D3 A4.201 _______D4 A4.201 1 1/4" NOM STL PIPE RAIL PROVIDE RAIL W/WALL BRACKET AT WALL SIDE 5/8" TYPE 'X' GWB ON 1/2" PLWD ON 3 5/8" MTL STUDS STEEL STRINGER - CLIP TO CONC & PRECAST PLANKS ROOF HATCH - SEE 10"12" MAX10 1/2" MINMAX60° 00' 00"SEE SECTIONS_______D3 A4.201 _______D6 A4.201 A5.702 B3 GRIP STRUT RUNGS - PLUG WELD. FIN ROOF (VERIFY ACTUAL ELEV) 4" X 3/8" X 12" LONG FLAT BAR BRACKETS - BENT AS SHOWN, TYPICAL ANCHOR BRACKETS TO C BLK BACKUP WITH TWO 3/8" DIA EXPANSION ANCHORS AT EACH BRACKET. GROUT C BLK CORES FULL. PROVIDE SEALANT AND ROD AROUND EA BRACKET AT BRICK. AT STUD WALL, SEE DETAIL PARAPET (VERIFY ACTUAL ELEV)3"2'-8"14'-0" 3'-6" 3/8"2'-6"3/8" STEEL BAR GRATING PLATFORM 7" WIDTH VERIFY WALL ROOF (VERIFY ACTUAL ELEV)10" MIN, 14" MAXNOTE: ALL METAL TO BE GALVANIZED NOTE: LADDERS OVER 24'-0" IN LENGTH SHALL BE PROVIDED WITH METAL CAGE. SEE DETAIL F6/A4.201 3/8" x 3" FLAT BAR STOCK -/--- 2" X 2" ANGLE (GALV) X HEIGHT OF PLATE HINGES (3) - WELD TO BAR STOCK AND BRACKET 2" X 2" ANGLE (GALV) X HEIGHT OF PLATE PADLOCK HASP, WELD TO GALVANIZED BAR 72"H X WIDTH OF LADDER X 1/8" STEEL PLATE (GALV) 3/8" BENT GALVANIZED STEEL BRACKETS AT 4'-0" OC (MIN OF TWO) BOLTED TO WOOD BLOCKING W/ 5/8" DIA X 5" LONG LAG BOLTS GRIP STRUT RUNGS - PLUG WELDED TO BAR STOCK SPRAY FOAM INSULATION 3/8" x 3" GALVANIZED FLAT BAR STOCK2'-6" LADDER WIDTH1/2" X 3/4" X 3" WIDE PLYWOOD BLOCKING CONTINUOUS FOR HEIGHT OF LADDER STRUCTURAL STEEL STUDS 2X WOOD BLOCKING FLEXIBLE FLASHING OVER ALL SIDES AND FACES OF PLYWOOD, LAPPED ONTO GYPSUM SHEATHING 2", COVERED WITH PREFINISHED GALVANIZED METAL SIDING OR STUCCO 1/2" GYPSUM SHEATHING W/ BUILDING WRAP OVER SIDING OR STUCCO 7" 4 " 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 501 South Eighth Street Minneapolis, MN 55404 krausanderson.com | 612 332 7281 10/12/2023 2:27:20 PMAutodesk Docs://232010 - MN CI Cottage Grove - New Utility Building/232010 - MN CI Cottage Grove - New UtilityBuilding R1.rvtAs indicatedCentral: Autodesk Docs://232010 - MN CI Cottage Grove - New Utility Building/232010 - MN CI Cottage Grove - NewUtility Building R1.rvtCITY OF COTTAGE GROVE NEW UTILITY & ENGINEERING BUILDING A4.201 DETAILS - VERTICAL CIRCULATION 12800 RAVINE PKWY COTTAGE GROVE, MN 55016 10875 IDEAL AVENUE S. COTTAGE GROVE, MN 55016 NOT FOR CONSTRUCTION 90% CD SET DRAFT JW KH 09/12/2023 232010 Minnesota 09/12/2023 John McNamara 24281 ARCHITECT 0 1" = 1'-0" WALL MOUNTED HANDRAILB7 9"1'-6" 0 1 1/2" = 1'-0" FLOOR AT SHIPS LADDERD3 1/2'1'0 1 1/2" = 1'-0" LANDING AT SHIPS LADDER & HATCHD4 1/2'1'0 1 1/2" = 1'-0" LANDING AT SHIPS LADDERD6 1/2'1'0 1/4" = 1'-0" MAIN LEVEL FLOOR PLAN - AREA AD1 3' 6' 0 1/4" = 1'-0" MEZZANINE LEVEL ENLARGED STAIR PLANB1 3' 6' 0 1/4" = 1'-0" STAIR SECTIONB3 3' 6' 0 1/4" = 1'-0" SHIPS LADDER SECTIONB4 3' 6' 0 1/4" = 1'-0" TYPICAL SHIPS LADDER SECTIONF1 3' 6' 0 3/8" = 1'-0" ROOF LADDER ELEV/SECTIONF3 2' 4' 0 3/4" = 1'-0" SECTION AT ROOF LADDERF4 1' 2' 0 6" = 1'-0" SECTION OF ROOF LADDER AT STUD WALLF6 1.5" 3" Revisions Description Date Num FINAL CD SET DRAFT NOT FOR CONSTRUCTION 1 1/4" X 1/4" X 3/16" SUPPORT ANGLE. WELD TO STRINGER AND TREAD. 14 GAUGE STEEL PAN/ RISER STIFFENERS CONCRETE FILL 2 X 2 1.4/1.4 WWF CONCRETE BLOCK. STRINGER EXTENDED INTO WALL W/ ANGLE BEARING BRACKET. STEEL STRINGER. ALL EXPOSED WELDS TO BE GROUND SMOOTH. ALL METAL TO BE PRIMED, EXPOSED METAL TO BE PAINTED.6"SEALANT/ BACKER ROD CONCRETE BLOCK. STEEL STRINGER. NOTES APPLY A4.203 B5 ALL FIELD JOINTS TO BE LOCK SPLICED AND WELDED AND GROUND SMOOTH. PIPE SLEEVE 3 1/4" DIA x 1/4" ANCHOR PLATE W/ COUNTERSINK BOLTS W/ EXPANSION SHIELDS. 3/4" DIA STEEL ROD - WELD TO PIPE RAIL AND ANCHOR PLATE. 1 1/4" NOM PIPE RAIL 3 5/8" DIA ESCUTCHEON, TACK WELD TO ROD.2 1/2"2 1/2" 15° 00' 00"EQ EQ EQ EQ EQ EQ 1 1/2" STEEL PIPE GUARDRAIL - WELD TO POSTS 1 1/2" STEEL PIPE INTERMEDIATE RAIL - WELD TO POSTS 1 1/2" STEEL PIPE RAILING POSTS - WELD TO BASE PLATE MC18X42.7 CHANNEL W/ PL 5/16X5XCONT. PROVIDE 1/2" DIAMETER 6" MIN EMBED CONCRETE SCREW ANCHORS INTO TOP AND FACE OF PLANK. GROUT CORES SOLID AT ANCHOR LOCATIONS. PRECAST CONCRETE PLANK - SEE PLANS4"4"3'-6"HINGE 3 3/4" HIGH X 1/4" STEEL PLATE (LEAVE 1/4" GAP AT BOTTOM) CONCRETE TOPPING BEYOND MEZZANINE LEVEL 111'-6" E E3 A4.203 _______ 22'-3 1/4"2'-11"31'-6 1/2"8'-0"8'-2" MAX 4'-0" 33'-2 1/4" HINGES (3) AS REQUIRED TO SUPPORT GATE, BOTH SIDES LATCHES (2) 3 3/4" HIGH X 1/4" STEEL PLATE (LEAVE 1/4" GAP AT BOTTOM)MIN.3'-6"E6 A4.203 _______ 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 501 South Eighth Street Minneapolis, MN 55404 krausanderson.com | 612 332 7281 10/12/2023 2:27:23 PMAutodesk Docs://232010 - MN CI Cottage Grove - New Utility Building/232010 - MN CI Cottage Grove - New UtilityBuilding R1.rvtAs indicatedCentral: Autodesk Docs://232010 - MN CI Cottage Grove - New Utility Building/232010 - MN CI Cottage Grove - NewUtility Building R1.rvtCITY OF COTTAGE GROVE NEW UTILITY & ENGINEERING BUILDING A4.203 DETAILS - VERTICAL CIRCULATION AND RAILING DETAILS 12800 RAVINE PKWY COTTAGE GROVE, MN 55016 10875 IDEAL AVENUE S. COTTAGE GROVE, MN 55016 NOT FOR CONSTRUCTION 90% CD SET DRAFT JW KH 09/12/2023 232010 Minnesota 09/12/2023 John McNamara 24281 ARCHITECT 0 1 1/2" = 1'-0" SECTION AT STAIR PANC5 1/2'1' 0 1 1/2" = 1'-0" LANDING AT WALLB5 1/2'1'0 1 1/2" = 1'-0" TREAD AT WALLB6 1/2'1' 0 1 1/2" = 1'-0" TYP HANDRAIL JOINTC3 1/2'1' 0 6" = 1'-0" SECTION AT BRACKETE5 1.5" 3" 0 1" = 1'-0" SECTION AT MEZZ. RAILINGE3 9" 1'-6" 0 1 1/2" = 1'-0" GATE DETAIL AT RAILINGE6 1/2'1' 0 1/4" = 1'-0" AREA A MEZZANINE - GUARD RAILF3 3' 6' Revisions Description Date Num FINAL CD SET DRAFT NOT FOR CONSTRUCTION P LAM BASE CABINET W/ DRAWER 33" 33" 33" BASE AS SCHED. D1 A4.710 _______ SOLID SURFACE COUNTERTOP E5 A4.710 _______34"EO STAINLESS STEEL BASE CABINET W/ DRAWER STAINLESS STEEL WALL CABINETS 36"36"36" STAINLESS STEEL COUNTERTOP93"BASE AS SCHED. B6 A4.710 _______27"24"42"SOLID SURFACE COUNTERTOP TRANSACTION WINDOW 61 1/2" 70"34" 8" 50" BASE AS SCHED. RECEPTION DESK F1 A4.710 _______92"TRANSACTION WINDOW EO CONCEALED METAL BRACKETS AS REQ. TRANSACTION WINDOW50"8"34"92"SOLID SURFACE COUNTERTOP F1 A4.710 _______ 70" 50" P LAM BASE CABINETS W/ DRAWERS SOLID SURFACE COUNTERTOP18"36"BASE AS SCHED. D1 A4.710 _______ ACOUSTIC TACKBOARD PANEL 18"36"36" 3/4" P LAM MAIL CUBICLES C1 A4.710 _______ EO SOLID SURFACE COUNTERTOP W/ BACKSPLASH AND OPENINGS FOR TRASH DISPOSAL P LAM BASE CABINET W/ DRAWER P LAM BASE CABINET BASE AS SCHED. 30"39"36"D1 A4.710 _______84"1" METAL REVEAL VENDING MACHINE (NIC) ICE MAKER (NIC) TACKBOARD SEMI-RECESSED DEFIBRILLATOR CABINET SEMI-RECESSED FIRE EXTINGUISHER CABINET PROVIDE (2) 8" GROMMETS FOR TRASH RECEPTACLE UNDER COUNTER P LAM BASE CABINETS W/ DRAWERS 33" 30" 30" 33" 24" 39" 33" 30" 30"30"20"34"P LAM BASE CABINETS W/ DRAWER AND PARTIAL OPENING DISHWASHER OVEN WITH RANGE ADA SINK SOLID SURFACE COUNTERTOP W/ BACKSPLASH EO (2) REFRIGERATORS (NIC) P LAM WALL CABINETS RANGE HOOD (3) MICROWAVES D2 A4.710 _______ BASE AS SCHED.84"B6 A4.710 _______ 1" METAL REVEAL SOLID SURFACE COUNTERTOP50"28"OPEN 153" E5 A4.710 _______ ACOUSTIC TACKBOARD PANEL CONCEALED METAL BRACKETS, AS REQ. P LAM WALL CABINETS P LAM BASE CABINETS W/ DRAWER SOLID SURFACE COUNTERTOP27"24"36"B6 A4.710 _______ BASE AS SCHED. 36" 36" 36" 36" 24" P LAM WALL CABINETS P LAM BASE CABINETS W/ DRAWERS SOLID SURFACE COUTNERTOP 36" 24" 27"87"B6 A4.710 _______ BASE AS SCHED. E5 A4.710 _______ 36" 36" 36" 36" OPEN 36" ADA SINK P LAM BASE CABINET W/ DRAWER SOLID SURFACE COUNTERTOP EO D2 A4.710 _______ BASE AS SCHED. D1 A4.710 _______ 21" 36"34"PAPER TOWEL DISP. SOAP DISP. P LAM BASE CABINETS W/ DRAWER ADA SINK SOLID SURFACE COUNTERTOP 34"EO HCAP PANEL 36" 36" 36" 36" 36" 36" P LAM TALL CABINET B5 A4.710 _______D2 A4.710 _______ BASE AS SCHED. D1 A4.710 _______ MONITOR (N.I.C.)84"SOLID SURFACE COUNTERTOP 25"128 1/2"25"36" 24" 27" E5 A4.710 _______ OPEN CONCEALED METAL BRACKETS AS REQ. C4 A5.202 _______ STAINLESS STEEL BASE CABINETS W/ DRAWER STAINLESS STEEL COUNTERTOP STAINLESS STEEL WALL CABINETS SIGNAL CABINET, INCL. MOUNT AND POWER 42" 24" 27" B6 A4.710 _______ BASE AS SCHED. 24" 36" 36" 36" 36" 24" STAINLESS STEEL WALL CABINETS STAINLESS STEEL BASE CABINETS W/ DRAWER STAINLESS STEEL COUNTERTOP 36"36"36"40"34"23"27"84"B6 A4.710 _______ BASE AS SCHED. STAINLESS STEEL WALL CABINET BUTCHER BLOCK COUNTERTOP STAINLESS STEEL BASE CABINET W/ DRAWER BASE AS SCHED. B6 A4.710 _______ 36" 36"34 1/2" 23" 27"84 1/2"D6 A4.710 _______ WOOD BENCH BASE AS SCHED.30"20"34"1" METAL REVEAL SOLID SURFACE COUNTERTOP W/ BACKSPLASH REFRIGERATOR (NIC) 25"84"SOLID SURFACE COUNTERTOP W/ BACKSPLASH AND OPENINGS FOR TRASH DISPOSAL 25" 1" METAL REVEAL 48"36"34"36" ADA SINK SOAP DISP. PAPER TOWEL DISP. SOLID SURFACE COUNTERTOP D2 A4.710 _______ 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 501 South Eighth Street Minneapolis, MN 55404 krausanderson.com | 612 332 7281 10/12/2023 2:27:24 PMAutodesk Docs://232010 - MN CI Cottage Grove - New Utility Building/232010 - MN CI Cottage Grove - New UtilityBuilding R1.rvt1/4" = 1'-0"Central: Autodesk Docs://232010 - MN CI Cottage Grove - New Utility Building/232010 - MN CI Cottage Grove - NewUtility Building R1.rvtCITY OF COTTAGE GROVE NEW UTILITY & ENGINEERING BUILDING A4.451 CASEWORK ELEVATIONS 12800 RAVINE PKWY COTTAGE GROVE, MN 55016 10875 IDEAL AVENUE S. COTTAGE GROVE, MN 55016 NOT FOR CONSTRUCTION 90% CD SET DRAFT JW KH 09/12/2023 232010 Minnesota 09/12/2023 John McNamara 24281 ARCHITECT 0 1/4" = 1'-0" OPEN OFFICE - NORTHB4a 3' 6'0 1/4" = 1'-0" VEHICLE GARAGE - NORTHB6 3' 6' 0 1/4" = 1'-0" FRONT LOBBY TRANSACTION WINDOWF4 3' 6' 0 1/4" = 1'-0" OPEN OFFICE TRANSACTION WINDOWB2 3' 6' 0 1/4" = 1'-0" OPEN OFFICE - NORTHB1 3' 6' 0 1/4" = 1'-0" STAFF ROOM - SOUTHE6 3' 6' 0 1/4" = 1'-0" STAFF ROOM - NORTHF6 3' 6' 0 1/4" = 1'-0" OPEN OFFICE - EASTC1 3' 6' 0 1/4" = 1'-0" WORK ROOM - WESTD2 3' 6' 0 1/4" = 1'-0" WORK ROOM - EASTC2 3' 6' 0 1/4" = 1'-0" QUIET ROOM EASTE1 3' 6' 0 1/4" = 1'-0" CONFERENCE ROOM - EAST WALLE2 3' 6' 0 1/4" = 1'-0" WORK ROOM - SOUTHD4 3' 6' 0 1/4" = 1'-0" STREET LIGHT STORAGE - EASTC4 3' 6' 0 1/4" = 1'-0" WATER METER ROOM - EASTE4 3' 6' 0 1/4" = 1'-0" JC/ MAINTENANCE ELEVATION- WESTF1 3' 6' 0 1/4" = 1'-0" LOBBY BENCHF2 3' 6' 0 1/4" = 1'-0" STAFF ROOM - EASTD6 3' 6' 0 1/4" = 1'-0" STAFF ROOM - WESTC6 3' 6' Revisions Description Date Num 0 1/4" = 1'-0" TOILET ROOM SOUTHD1 3' 6' FINAL CD SET DRAFT NOT FOR CONSTRUCTION 2 - #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 " CONCRETE BLOCK CONTINUOUS BOND BEAM W/1 - #5, HOLD DOWN 1" FROM STEEL SUPPORT CONCRETE SLAB (SEE STRUCTURAL), VAPOR BARRIER, SAND CUSHION FLOOR FINISH AND BASE AS SCHEDULED12' MAX HEIGHTSEAL ALL MECHANICAL/ELECTRICAL PENETRATIONS W/ACOUSTIC SPRAY OR FIRESTOPPING SYSTEM 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 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 D6 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 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 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 D6 A4.705 _______ @ INSULATED WALLS 1 HR WALL ASSEMBLY TO COMPLY WITH UL DESIGN W415, W409, U465, ITS DESIGN NGC/WA 60-01 2 - #4 REBAR IN THICKENED CONCRETE SLAB HORIZONTAL JOINT REINFORCEMENT EVERY OTHER COURSE CONCRETE BLOCK T 4" 2T 4" 4 5 ° 0 0 ' 0 0 " THICKENED SLAB AT NEW INTERIOR PARTITIONS, AS OCCURS FLOOR FINISH AND BASE AS SCHEDULED 3/4" FIRE TREATED PLYWOOD, PT 5/8" GYPSUM BOARD 10'-0" -800S200-43 STEEL STUDS 16" O.C. SOUND BATT INSULATION 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 501 South Eighth Street Minneapolis, MN 55404 krausanderson.com | 612 332 7281 10/12/2023 2:27:30 PMAutodesk Docs://232010 - MN CI Cottage Grove - New Utility Building/232010 - MN CI Cottage Grove - New UtilityBuilding R1.rvt1 1/2" = 1'-0"Central: Autodesk Docs://232010 - MN CI Cottage Grove - New Utility Building/232010 - MN CI Cottage Grove - NewUtility Building R1.rvtCITY OF COTTAGE GROVE NEW UTILITY & ENGINEERING BUILDING A4.701 DETAILS - WALL TYPES 12800 RAVINE PKWY COTTAGE GROVE, MN 55016 10875 IDEAL AVENUE S. COTTAGE GROVE, MN 55016 NOT FOR CONSTRUCTION 90% CD SET DRAFT JW KH 09/12/2023 232010 Minnesota 09/12/2023 John McNamara 24281 ARCHITECT 0 1 1/2" = 1'-0" WALL TYPE MD _ 1/2'1'0 1 1/2" = 1'-0" WALL TYPE MA _ 1/2'1' TYPE BLOCK SIZE INSULATION MIN STC NOTES MD1 12" NONE 45 TYPE BLOCK SIZE INSULATION MIN STC NOTES MA2 6" NONE 45 MA3 8" NONE 48 0 1 1/2" = 1'-0" WALL TYPE GB _ 1/2'1' TYPE STUD SIZE INSULATION MIN STC NOTES GB2 3 5/8" NONE GB6 3 5/8" SOUND BATT 48 TYPE STUD SIZE INSULATION MIN STC NOTES GA6 3 5/8" SOUND BATT 48 0 1 1/2" = 1'-0" WALL TYPE GA _ 1/2'1' 0 1 1/2" = 1'-0" CEILING CAP DETAIL 1/2'1' Revisions Description Date Num FINAL CD SET DRAFT NOT FOR CONSTRUCTION CARD READER- SEE ELECTRICAL DOOR ACTUATORS (EXIT AND ENTRY), ON VESTIBULE SIDE; SEE ELECTRICAL ALUMINUM PANEL/HORIZONTAL MULLIONS, BY STOREFRONT VERTICAL MULLIONS, AS OCCURS GLASS PANEL, AS OCCURS GLASS PANEL, AS OCCURS 8"GLASS PANEL, AS OCCURS HORIZONTAL MULLION, BY STOREFRONT ALUMINUM PANELS, BY STOREFRONT- ALIGN FACES WITH MULLION FACES DOOR ACTUATOR, BEYOND- SEE ELECTRICAL HORIZONTAL MULLION, BY STOREFRONT GLASS PANEL, AS OCCURS 2 1/2" RIGID INSUL AT EXTERIOR SEALANT JOINT AT BASE / FLOOR TILE TRANSITION FLOOR DRAIN (SEE MECH) SET TOP OF DRAIN 3/4" BELOW FINISHED FLOOR AT ENTRANCE TO ROOM UNO ON FLOOR PLANS FLOOR TILE AS SCHEDULED ON SETTING BED OVER CURED MORTAR BED ELASTOMERIC WATERPROOFING MEMBRANE ON ABOVE GRADE ROOMS. LAP UP WALLS 3" MIN MORTAR BED, REINFORCING AND CLEAVAGE MEMBRANE. - PROVIDE CONSTANT SLOPE FROM TILE BASE TO FLOOR DRAIN SLAB DEPRESSION OR TOP OF PRECAST CONC PLANK. (MAINTAIN 2" DEPRESSION) CUT TILE SO TOP OF BASE IS LEVEL WALL TILE AND/OR FINISH AS SCHEDULED WALL TYPE AS OCCURS, SEE PLANS 1/4"1/4"1/2" 3/4" 1/2" SOLID POLYMER THRESHOLD MORTAR BED, REINFORCING AND CLEAVAGE MEMBRANE DEPRESSED SUBSTRATE FLOOR TILE AS SCHEDULED THRESHOLD DOOR FRAME BEYOND AS OCCURS DOOR AS OCCURS FLOOR FINISH AS SCHEDULED FULL SCALE NOTES APPLY A4.705 F5 PERPENDICULAR WALL AS OCCURS NOTE: DETAIL TYPICAL AT ALL CONCRETE/MASONRY JUNCTURES U.O.N. `L' BEAD AND SEALANT (EACH SIDE). GWB EA SIDE METAL STUD - SEAL TO WALL W/ ACOUSTICAL SEALANT. MASONRY WALL 1 3/4" MAXIMUM SCRIBE WIDTH PER SIDE. IF OPENING IS LARGER THAN 3 1/2", ADD ANOTHER 3" TO A CASEWORK UNIT. 3.ELECTRICAL OUTLETS (EO) ARE SHOWN AS THEY RELATE TO MILLWORK. COORDINATE/ SEE ELECTRICAL 2. 1. WHERE A 90 DEGREE CORNER OCCURS, EXTEND BASE AND OR WALL CABINET (AND ADJUSTABLE SHELVES AS THEY OCCUR) INTO BLIND CORNER. CASEWORK/MILLWORK GENERAL NOTES: OPEN CABINET (FINISH ALL SURFACES) HINGED DOOR ADJUSTABLE SHELVES THIS IS AN INFORMATION SHEET AND IS INTENDED ONLY TO IDENTIFY THE COMPONENTS OF CABINETWORK ON SUBSEQUENT DRAWINGS. BASE AS SCHED PULL FIXED PANEL BACKSPLASH W/ SEALANT AT WALL SINK (DASHED) LOCK WIDTH OF UNITS DRAWERS -ALL EQUAL UNLESS NOTED 4. SCRIBE 36" 36" 36" 24" FINISHED END PANEL EO FINISHED END PANELS HINGED ACCESS PANEL AT ACCESSIBLE SINK SOFFIT 2" UNLESS OTHERWISE NOTED REINFORCED CONCRETE SLAB ON GRADE TERMINATE VAPOR BARRIER AT WALL UNDER TERMINATION BAR AND WITH MASTIC AT TOP. VAPOR BARRIER ON AGGREGATE BASE PIPE OR CONDUIT REINFORCED CONCRETE SLAB ON GRADE PIPE BOOT SEALED TO CONDUIT/ PIPE AND VAPOR BARRIER VAPOR BARRIER ON AGGREGATE BASE MULTIPLE CONDUIT OR PIPE PENETRATIONS GRANULAR BENTONITE 1" THICK AND OVERLAPPING VAPOR BARRIER BY 4". PRE- MOISTEN BEFORE POURING CONCRETE. TAKE CARE IN POURING CONCRETE OVER BENTONITE, AS TO NOT DISTURB IT. VAPOR BARRIER ON AGGREGATE BASE WALL AS OCCURS TILE AS SCHEDULED CT CORNER TRIM AT ALL OUTSIDE CERAMIC TILE CORNERS, FULL HEIGHT OF TILE WALL AS OCCURS TILE AS SCHEDULED CT CORNER TRIM AT TOP OF CERAMIC TILE WAINSCOT, FULL LENGTH OF TILE DISPLAY (NIC) 4'-0" PROVIDE 3/4" SOLID PLYWOOD BACKING BETWEEN STUDS UP TO 8'-0", TYP AT ALL DISPLAY LOCATIONS SEE PLAN FOR LOCATION OF DISPLAY 70" DIAGONAL MAX SEE RCP ELEC BOXES, SEE ELEC DISPLAY MOUNT (NIC) 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 501 South Eighth Street Minneapolis, MN 55404 krausanderson.com | 612 332 7281 10/12/2023 2:27:33 PMAutodesk Docs://232010 - MN CI Cottage Grove - New Utility Building/232010 - MN CI Cottage Grove - New UtilityBuilding R1.rvtAs indicatedCentral: Autodesk Docs://232010 - MN CI Cottage Grove - New Utility Building/232010 - MN CI Cottage Grove - NewUtility Building R1.rvtCITY OF COTTAGE GROVE NEW UTILITY & ENGINEERING BUILDING A4.705 DETAILS - WALL DETAILS 12800 RAVINE PKWY COTTAGE GROVE, MN 55016 10875 IDEAL AVENUE S. COTTAGE GROVE, MN 55016 NOT FOR CONSTRUCTION 90% CD SET DRAFT JW KH 09/12/2023 232010 Minnesota 09/12/2023 John McNamara 24281 ARCHITECT 0 1" = 1'-0" ELEVATION AT ACTUATOR PANELC6a 9" 1'-6" 0 3" = 1'-0" SECTION AT ACTUATOR PANELB6 3" 6" 0 3" = 1'-0" TYP TOILET ROOM SECTIONF5 3" 6" 0 6" = 1'-0" TYP TOILET ROOM THRESHOLDF3 1.5" 3" 0 3" = 1'-0" GWB WALL JUNCTIOND6 3" 6" 0 3/8" = 1'-0" MILLWORK GENERAL INFORMATIONF6 2' 4' 0 1 1/2" = 1'-0" SLAB ON GRADE VAPOR BARRIERC3 1/2'1'0 1 1/2" = 1'-0" VAPOR BARRIER AT SINGLE PENETRATIONC5 1/2'1' 0 1 1/2" = 1'-0" VAPOR BARRIER AT MULTIPLE PENETRATIONSD5 1/2'1' 0 3" = 1'-0" PLAN AT CORNER TRIMB3 3" 6" 0 3" = 1'-0" SECTION AT CORNER TRIMB5 3" 6" 0 1/4" = 1'-0" TV MOUNTING TYPD3 3' 6' Revisions Description Date Num FINAL CD SET DRAFT NOT FOR CONSTRUCTION 3/8" X 6" DOWEL @ 16" OC DRILL INTO SLAB AND GROUT INTO PLACE CONCRETE CURB CONTINUOUS #3 REBAR WATERSTOP MASTIC SLAB ON GRADE (SEE STRUCTURAL)1'-0"4" SLAB ON GRADE (SEE STRUCTURAL) WATERSTOP MASTIC CONTINUOUS #3 REBAR CONCRETE CURB 4"4" RADIUS EDGE, TYPICAL CONCRETE EQUIPMENT PAD CONTINUOUS #3 REBAR AT 15" O.C. MAX, EACH WAY CONCRETE TOPPING OR SLAB ON GRADE AS OCCURSTYP.6" **NOTE:CONTRACTOR TO VERIFY REQUIRED DIMENSIONS OF EQUIPMENT PAD(S) WITH MECHANICAL CONTRACTOR PAINT VERTICAL FACE OF PADS YELLOW FIRE STOP JOINT SYSTEM PRECAST PLANK WATERSTOP MASTIC 2" CONCRETE TOPPING SEALANT CONCRETE CURB. SEALANT DUCT WORK, PIPING- SEE MECH OR CONDUIT- SEE ELEC OR COLUMN- SEE STRUCT8" 1"4"PRECAST PLANK WATERSTOP MASTIC 2" CONCRETE TOPPING SEALANT EQUIPMENT PAD AS OCCURS - PROVIDE 3/4" DEEP DRAINAGE TROUGH. CONCRETE CURB. JOINT MATERIAL / SEALANT 8" 1"4"SEALANT TYPICAL WOOD BENCH LOCKER AS OCCURS SLOPED TOP MTL CLOSURE PANEL WALL AS OCCURS CEILING, AS OCCURS 1 3 AS OCCURS LOCKER AS OCCURS CL 1/2" 7" 3 1 HIP SLOPED TOP LOCKER AS OCCURS VERIFY LOCKER BASE CONDITIONS AND INFILL VOIDS W/WOOD BLKG @ ALL ANCHOR LOCATIONS 2 x 4 CONT WD SLEEPERS EMBEDDED IN CONC BLOCK BOND BEAM OR AS PER MFR SPEC 12" GLAZED BLOCK BOND BEAM W/ 1-#5 CONT @ SIMILAR #5 1'-0" W/2" HOOK, (2) PER SIDE GROUT INTO TOPPING 6"AS OCCURS 9"9"GALVANIZED ANGLE FOR SEATING COVER GRATE, SEE MECHANICAL GALVANIZED TRENCH COVER GRATE WITH POLY TRENCH BASE, SEE MECHANICAL CONCRETE SLAB ON GRADE 8"SLOPE CONCRETE TO FLOOR DRAIN AT 1/4" PER 1'-0". MIN.16"8"4-#4 CONT., SEE STRUCTURAL #4 x 8'-0" @ 12" OC, SEE STRUCTURAL 14" 12" 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 501 South Eighth Street Minneapolis, MN 55404 krausanderson.com | 612 332 7281 10/12/2023 2:27:36 PMAutodesk Docs://232010 - MN CI Cottage Grove - New Utility Building/232010 - MN CI Cottage Grove - New UtilityBuilding R1.rvt1 1/2" = 1'-0"Central: Autodesk Docs://232010 - MN CI Cottage Grove - New Utility Building/232010 - MN CI Cottage Grove - NewUtility Building R1.rvtCITY OF COTTAGE GROVE NEW UTILITY & ENGINEERING BUILDING A4.706 DETAILS - INTERIOR WALL DETAILS 12800 RAVINE PKWY COTTAGE GROVE, MN 55016 10875 IDEAL AVENUE S. COTTAGE GROVE, MN 55016 NOT FOR CONSTRUCTION 90% CD SET DRAFT JW KH 09/12/2023 232010 Minnesota 09/12/2023 John McNamara 24281 ARCHITECT 0 1 1/2" = 1'-0" MECHANICAL CURBC4 1/2'1' 0 1 1/2" = 1'-0" MECHANICAL CURBE4 1/2'1' 0 1 1/2" = 1'-0" EQUIPTMENT PADD4 1/2'1' 0 1 1/2" = 1'-0" SECTION AT PERIMETER CURBB6 1/2'1' 0 1 1/2" = 1'-0" SECTION AT PERIMETER CURBC6 1/2'1' 0 1 1/2" = 1'-0" SECTION AT WALL MOUNTED LOCKERSF6 1/2'1'0 1 1/2" = 1'-0" SECTION AT ISLAND LOCKERSF4 1/2'1' 0 1 1/2" = 1'-0" OPEN OFFICE COLUMN DETAILB4 1/2'1' 0 1 1/2" = 1'-0" TRENCH DRAIND6 1/2'1' Revisions Description Date Num FINAL CD SET DRAFT NOT FOR CONSTRUCTION CASEWORK SCRIBE- FINISH TO MATCH CASEWORK WOODWORK/CASEWORK AS DETAILED WALL AS OCCURS MAX SCRIBE1 3/4"WOODWORK/CASEWORK AS DETAILED SOFFIT AS DETAILED SEALANT/ BACKER ROD- COLOR TO MATCH SOFFIT 1/4" MIN, 5/8" MAX2" UNLESS 1/2" OTHERWISE NOTED 1 1/4" P LAM COUNTERTOP W/ SEALANT AT WALL P LAM BACKSPLASH W/ SEALANT AT WALL CABINET DOOR ADJUSTABLE SHELF (OMIT WHERE SINK OCCURS). DRAWER WHERE OCCURS (FIXED PANEL WHERE SINK OCCURS) CONT 2x6 WOOD BLOCKING AT GWB WALLS 5/8" GWB / METAL STUD FRAMING AT 16" OC UNLESS OTHERWISE NOTED ON REFLECTED CEILING PLANS. EDGE OF GWB OR MASONRY PIER BEYOND AS OCCURS. CABINET DOOR CEILING, AS OCCURS BASE AS SCHEDULED. ADJUSTABLE SHELVES. _______C2 A4.710 13" NOMINAL WITHOUT DOORS 14" NOMINAL WITH DOORS SEE ELEVATIONSEE ELEVATIONSEE ELEVATION23" NOMINAL WITHOUT DOORS/ DRAWERS 24" NOMINAL WITH DOORS/ DRAWERS 3/4" AT PIER BEYOND 4"UNLESS OTHERWISE NOTED ON REFLECTED CEILING PLANS. EDGE OF GWB OR MASONRY PIER BEYOND AS OCCURS. 5/8" GWB / METAL STUD FRAMING AT 16" OC CEILING, AS OCCURS BASE AS SCHEDULED. CONT 2x6 WOOD BLOCKING AT GWB WALLS ADJUSTABLE SHELVES. CABINET DOOR. _______C2 A4.710 3/4" AT PIER BEYOND SEE ELEVATION23" NOMINAL WITHOUT DOORS 24" NOMINAL WITH DOORS ADJUSTABLE SHELVES. UNLESS OTHERWISE NOTED ON REFLECTED CEILING PLANS. EDGE OF GWB OR MASONRY PIER BEYOND AS OCCURS. 1/2" GWB / METAL STUD FRAMING AT 16" OC CEILING, AS OCCURS CONT WOOD BLOCKING AT GWB WALLS CABINET DOOR. _______C2 A4.710 SEE ELEVATIONSEE ELEVATION3/4" AT PIER BEYOND 13" NOMINAL WITHOUT DOORS 14" NOMINAL WITH DOORS OF FIXED PANEL27" MIN TO BOTTOMP LAM OR RESIN BACKSPLASH W/ SEALANT AT WALL (SEE ELEVATION) CONT 2x WOOD BLOCKING 1 1/4" P LAM OR 1" RESIN COUNTERTOP W/ SEALANT AT WALL (SEE ELEVATION) FIXED PANEL SINK (SEE MECH) HINGED DOOR W/ LOCK LATCH ON EACH SIDE HINGES BASE AS SCHEDULED 3" 8"34" MAX (COUNTERTOP)DASHED LINE INDICATES P LAM PANEL ON EACH SIDE OF UNIT BASE / CASEWORK BEYOND 9"1 1/4" P LAM COUNTERTOP W/ SEALANT AT WALL P LAM BACKSPLASH W/ SEALANT AT WALL CABINET DOOR ADJUSTABLE SHELF (OMIT WHERE SINK OCCURS) DRAWER WHERE OCCURS (FIXED PANEL WHERE SINK OCCURS) CONT 2x6 WOOD BLOCKING AT GWB WALLS BASE AS SCHEDULEDSEE ELEVATION23" NOMINAL WITHOUT DOORS/ DRAWERS 24" NOMINAL WITH DOORS/ DRAWERS4"SEE ELEVATIONCONT 2X6 WOOD BLOCKING AT GWB WALLS 1 1/4" P LAM COUNTERTOP W/ SEALANT AT WALL CONCEALED SUPPORT BRACKETS, AS REQUIRED BASE AS SCHEDULED P LAM BACKSPLASH W/ SEALANT AT WALL, WHERE OCCURS4"GYP BOARD SOFFIT AS OCCURS; SEE RCP FRONT PANEL OFFSET 4" FROM COUNTERTOP GLASS STAND OFF BRACKETS, SEE DETAIL 4"1/2" GLASS PANEL CEILING AS OCCURS; SEE RCP BASE AS SCHED. WOOD PANEL FINISH SOLID SURFACE COUNTERTOPSEE ELEVATIONSEE ELEVATION_______D5 A4.710 _______F2 A4.710 _______E6 A4.710 D5/A4.710 F6 A4.710 _______ PROVIDE ALUMINUM TOP, BOTTOM, AND WALL JAMB ATTACHMENT ANGLES CONCEALED BRACKETS AS REQUIRED 3 3/8"SEE ELEVATION4"METAL TRIM REVEAL TILE BASE TRIM, SEE ELEVATION WALL CONSTRUCTION - 5/8" GYPSUM WALL BOARD - 3 5/8" METAL FRAMING - 5/8" GYP WALL BD - CAVITY - 3 5/8" METAL FRAMING - 2 1/2" METAL FURRING - 3/4" PLYWOOD - 5/8" GYP BOARD 3/4" PLYWOOD SOLID SURFACE COUNTERTOP W/ OVERHANG _______F5 A4.710 15 1/2"NOTES APPLY A4.710 F1 4"2X1 WOOD PLANK DETAILS 1/2" GLASS PANEL 1 1/2" STAINLESS STEEL SPACERS WALL AS OCCURS ALUMINUM BASE BELOW POLISHED GLASS ON ALL EXPOSED EDGES 2"8" 4" 1'-0" 1/2" SEALANT AT JAMBS BOTH SIDES GLASS 1 1/4"SOLID SURFACE COUNTERTOP 1 1/4" X 1 9/16" X .125" ALUMINUM U-CHANNEL WITH GASKET SECURED TO SOLID SURFACE COUNTERTOP. SEALANT AT JAMBS BOTH SIDES 1/2"1/4"GYP BD CEILING BRACKET ATTACHED TO GYP BD FRAMING - SEE RCP 1/2" GLASS PANEL SEALANT AT JAMBS BOTH SIDES1 1/4"1 1/4" X 1 9/16" X .125" ALUMINUM U-CHANNEL WITH GASKET SECURED TO EXISTING FRAMING1 1/2"1/2" GLAZING ROUND STAINLESS STEEL SPACER 2" 4 1/2" 1'-6" CONTINUOUS ALIMINUM HORIZONTAL VENTILATION GRILLE 1-1/2" X 3/16" MIN. COUNTERSUNK ROUND WOOD SCREW 4" O.C. 1-1/2" SOLID WOOD TOP, STAIN TO MATCH WOOD PANEL DETAILS SEALANT AND BACKER ROD 2-1/2" METAL STUD FRAMING PLYWOOD BLOCKING GYP BOARD CONTINUOUS ALIMINUM VERTICAL VENTILATION GRILLE CONTINUE FLOOR P TILE ON SIDES BASE AS SCHEDULED6"1'-10"STOREFRONT AS SCHEDULED EXTERIOR WALL BEYOND, SEE PLAN FIN TUBE RADIATION ,SEE MECH. CONT 2x6 WOOD BLOCKING AT GWB WALLS 3/4" FIXED P LAM SHELVES SEE ELEVATIONSEE ELEVATION1 1/4" P LAM COUNTERTOP W/ SEALANT AT WALL CABINET DOOR ADJUSTABLE SHELF (OMIT WHERE SINK OCCURS). DRAWER WHERE OCCURS (FIXED PANEL WHERE SINK OCCURS) BASE AS SCHEDULED. 23" NOMINAL WITHOUT DOORS/ DRAWERS 24" NOMINAL WITH DOORS/ DRAWERS 1'-0" 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 501 South Eighth Street Minneapolis, MN 55404 krausanderson.com | 612 332 7281 10/12/2023 2:27:39 PMAutodesk Docs://232010 - MN CI Cottage Grove - New Utility Building/232010 - MN CI Cottage Grove - New UtilityBuilding R1.rvtAs indicatedCentral: Autodesk Docs://232010 - MN CI Cottage Grove - New Utility Building/232010 - MN CI Cottage Grove - NewUtility Building R1.rvtCITY OF COTTAGE GROVE NEW UTILITY & ENGINEERING BUILDING A4.710 DETAILS - INTERIOR CASEWORK SECTIONS 12800 RAVINE PKWY COTTAGE GROVE, MN 55016 10875 IDEAL AVENUE S. COTTAGE GROVE, MN 55016 NOT FOR CONSTRUCTION 90% CD SET DRAFT JW KH 09/12/2023 232010 Minnesota 09/12/2023 John McNamara 24281 ARCHITECT 0 3" = 1'-0" PLAN AT CASEWORKC5 3" 6" 0 3" = 1'-0" SECTION AT CASEWORKC2 3" 6" 0 3/4" = 1'-0" TYPICAL CASEWORK SECTIONB6 1' 2' 0 3/4" = 1'-0" TYPICAL FULL HEIGHT CASEWORK SECTIONB5 1' 2' 0 3/4" = 1'-0" SECTION AT OVERHEAD CABINETB2 1' 2' 0 3/4" = 1'-0" SECTION AT ACCESSIBLE SINKD2 1' 2' 0 3/4" = 1'-0" SECTION AT BASE CABINETD1 1' 2' 0 3/4" = 1'-0" SECTION AT COUNTERTOPE5 1' 2' 0 3/4" = 1'-0" OPEN OFFICE TRANSACTION WINDOWF1 1' 2' 0 1 1/2" = 1'-0" OPEN OFFICE TRANSACTION WINDOW DETAILF2 1/2'1'0 1" = 1'-0" PLAN AT TRANSACTION WINDOWF6 9" 1'-6" 0 6" = 1'-0" GLASS BASE DETAILF5 1.5" 3" 0 6" = 1'-0" GLASS HEAD DETAILE6 1.5" 3" 0 3" = 1'-0" STANDOFF DETAILD5 3" 6" 0 1 1/2" = 1'-0" SECTION AT LOBBY BENCHD6 1/2'1' Revisions Description Date Num 0 3/4" = 1'-0" SECTION AT MAIL SLOTSC1 1' 2' FINAL CD SET DRAFT NOT FOR CONSTRUCTION HOLLOW METAL FRAMES METAL CLIP AT CORNERS 2"6"6" 2" WALL AS OCCURS HOLLOW METAL CLOSURE HOLLOW METAL FRAMES METAL STUD ANCHORS SEALANT METAL CLIP 2" SEE PLAN 2" HOLLOW METAL FRAME WELD AND GRIND SMOOTH HOLLOW METAL PANELS FLOOR AS OCCURSSEE SCHEDVARIES3/16" BRACKET PLATE ABOVE AT COIL AREA COILING DOOR GUIDE AND ANCHORS BY MANUFACTURER COILING DOOR OR GRILLE AS SCHED STAINLESS STEEL ANGLE 3" X2" X 3/16" ANCHORED TO MASONRY WITH 3/8" ANCHOR BOLTS PRECAST WALL 1/2" SEE SCHEDULE FOR FRAME DEPTH ADJACENT WALL AS OCCURS METAL STUD ANCHOR DOUBLE STUDS @ JAMB GWB PARTITION 4"BULL NOSED CORNER WHEN WALL IS WIDER THAN FRAME. ( SQUARE AT CT FINISH). GROUT FRAME SOLID (TYPICAL AT JAMB) SEALANT (EACH SIDE) STANDARD MASONRY ANCHOR, 3 PER JAMB MINIMUM. FILL MASONRY CORES @ JAMB (TYP) VERIFY STRUCTURAL REQUIREMENTS. CONCRETE BLOCK PARTITION, THICKNESS VARIES. PERPENDICULAR WALL AS OCCURS. SEE PLAN3/16" TYPGROUT FRAME SOLID SEALANT STEEL LINTEL OR CONC BLOCK LINTEL, SEE STRUCTURAL OR LINTEL SCHEDULE. SEE PLAN METAL LINTEL-SEE STRUCTURAL STEEL BEAM-SEE STRUCTURAL SEALANT ALLOW CLEARANCE FOR MOTOR - COORDINATE W/ MFR COILING DOOR BOX CEILING, AS OCCURS TO OPENING GWB ON METAL STUDS TO MATCH DIMENSION OF MASONRY BELOW FACE-OF-WALL MTD JAMB PER MFR PRECAST BEYONDHEIGHT SCHEDULEDEL= X'-X"SHUTTER DOOR HEIGHT± 1"1'-0"SEE PLAN 4" 2" 4" 1" 3" x 10" x 3/16" STEEL PLATE (TYP) 1/2" x 3" SLOT FOR ELEC LOW VOLTAGE WIRING ELEC BOX BY OTHERS 2" STEEL TUBE WITH MITERED & WELDED CORNERS 3/8" HOLE (TYP) 1/2" HOLE FOR ELEC LOW VOLTAGE WIRING IN SIDE OF TUBE VERIFY IN FIELD VARIES COORDINATE EXACT LOCATION OF HOLE IN TUBE W/ ELECTRICAL WIRE PATH ELEC BOX BY OTHERS 4"MASONRY WALL AS OCCURS 4 5 ° 0 0 ' 0 0 " PAINT ENTIRE ASSEMBLY TO MATCH HM FRAMES NOTES APPLY A4.801 E1 ANGLE 1 1/2" X 1 1/2" X 3/16" 1/4" X 1/4" X 0.1050 WOVEN WIRE CLOTH TACK WELD TO FRAME FRAME TO BE 1'-2" X 2'-0" NOTE: 1. HOT DIP GALV. AFTER ASSEMBLY 2. PROVIDE LINT SCREEN AT EACH WASHER AS NOTED ON PLAN CEILING PLANS SEE REFLECTED CEILING, AS OCCURS 5/8" GWB ON 3 5/8" METAL STUDS @ 16" OC TO STRUCTURE.1/4"5/8" GWB ON 3 5/8" METAL STUDS @ 16" OC TO STRUCTURE. CEILING, AS OCCURS CEILING PLANS SEE REFLECTED SEE CLG PLAN CEILING PLANS SEE REFLECTED CEILING PLANS SEE REFLECTED CEILING PLANS SEE REFLECTED CEILING PLANS SEE REFLECTED 5/8" GWB ON 3 5/8" METAL STUDS @ 16" OC TO STRUCTURE. SEE CLG PLAN CEILING PLANS SEE REFLECTED CEILING, AS OCCURS 5/8" GWB ON 3 5/8" METAL STUDS @ 16" OC TO STRUCTURE. CEILING PLANS SEE REFLECTED WRAP ELASTOMERIC WATERPROOFING MEMBRANE OVER WD CURB TILE FLOOR AS SCHED.2"PROVIDE CONSISTENT SLOPE FROM TILE BASE TO FLOOR DRAIN 3/4"1/2"3/4"1/2"1/4"1/8"SOLID POLYMER THRESHOLD WRAP ELASTOMERIC WATERPROOFING MEMBRANE OVER WD CURB TILE FLOOR AS SCHED. DETAIL AT ACCESSIBLE SHOWER ENTRANCEDETAIL AT SHOWER ENTRANCE WALL TILE AS SCHED. SEALANT JOINT AT BASE / FLOOR TILE TRANSITION MORTAR BED, REINFORCING AND CLEAVAGE MEMBRANE. FLOOR DRAIN (SEE MECH.) 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 501 South Eighth Street Minneapolis, MN 55404 krausanderson.com | 612 332 7281 10/12/2023 2:27:42 PMAutodesk Docs://232010 - MN CI Cottage Grove - New Utility Building/232010 - MN CI Cottage Grove - New UtilityBuilding R1.rvtAs indicatedCentral: Autodesk Docs://232010 - MN CI Cottage Grove - New Utility Building/232010 - MN CI Cottage Grove - NewUtility Building R1.rvtCITY OF COTTAGE GROVE NEW UTILITY & ENGINEERING BUILDING A4.801 DETAILS - INTERIOR OPENING DETAILS 12800 RAVINE PKWY COTTAGE GROVE, MN 55016 10875 IDEAL AVENUE S. COTTAGE GROVE, MN 55016 NOT FOR CONSTRUCTION 90% CD SET DRAFT JW KH 09/12/2023 232010 Minnesota 09/12/2023 John McNamara 24281 ARCHITECT 0 1 1/2" = 1'-0" CORNER DETAILD4 1/2'1'0 1 1/2" = 1'-0" JAMB DETAILD3 1/2'1'0 1 1/2" = 1'-0" SILL DETAILD6 1/2'1' 0 3" = 1'-0" COILING DOOR JAMBC3 3" 6" 0 3" = 1'-0" JAMB (HEAD & SILL AT BORROWED LITE, SIMILAR)E4 3" 6" 0 3" = 1'-0" HM JAMB AT MASONRY (SILL SIMILAR)C6 3" 6" 0 3" = 1'-0" HM HEAD AT MASONRYC4 3" 6" 0 1" = 1'-0" HEAD AT COILING DOORB3 9" 1'-6" 0 1 1/2" = 1'-0" FRONT ELEVATION - HOLD OPEN SUPPORTE1 1/2'1' 0 1 1/2" = 1'-0" SIDE ELEVATION - HOLD OPEN SUPPORTF1 1/2'1' 0 3" = 1'-0" REMOVABLE LINT SCREENE3 3" 6" 0 1 1/2" = 1'-0" GYPSUM BOARD SOFFITE6 1/2'1' 0 1 1/2" = 1'-0" GYPSUM BOARD SOFFITF3 1/2'1'0 1 1/2" = 1'-0" GYPSUM BOARD SOFFITF4 1/2'1'0 1 1/2" = 1'-0" GYPSUM BOARD SOFFITF6 1/2'1' 0 3" = 1'-0" THRESHOLD AT SHOWER ENTRANCEB4 3" 6" Revisions Description Date Num FINAL CD SET DRAFT NOT FOR CONSTRUCTION T.O. PRECAST 126'-0" BASEML 100'-0" T.O. MASONRY 116'-0" 1 3 4 52 61.1 1.4 03.04 03.0326.0208.5904.0107.04 04.18 10.06 08.11 03.05 BRICK/PC LEDGE 99'-4" 07.0407.07 07.0704.06 HEIGHT: 10" FONT: ARIAL 03.06 03.06 10.06 HEIGHT: 12" FONT: ARIAL 5'-0" 14'-0" 10'-0" 14'-0" 12'-0" 12'-0" 12'-0" 12'-0" 12'-0" 12'-0" 5'-0" TYP 2'-0"1'-10"8'-4"1'-10"8'-4"1'-10"3'-10"T.O. PRECAST 126'-0" BASEML 100'-0" T.O. MASONRY 116'-0" A B C D ED.1C.1 D.4 D.6B.5 C.5 F4 A5.202 _______ PORTABLE GENERATOR 04.0107.04 04.18 03.04 03.03 07.0408.58 26.02 08.02 08.30 03.0507.92 07.0707.07 08.08 BRICK/PC LEDGE 99'-4" 04.06 04.0603.06 07.07 4'-0" 12'-0" 12'-0" 12'-0" 12'-0" 12'-0" 12'-0" 12'-0" 12'-0" 12'-0" 12'-0" 12'-0" 12'-0" EQ1'-8"EQ EQ1'-8"EQ1'-10"8'-4"1'-10"8'-4"1'-10"3'-10"TYP 2'-0" T.O. PRECAST 126'-0" BASEML 100'-0" T.O. MASONRY 116'-0" ABCDED.1 C.1D.4D.6 B.5C.5 04.01 03.0403.0307.04 09.07 26.02 08.30 03.05 BRICK/PC LEDGE 99'-4" 07.0407.07 03.06 07.07 04.06 04.06 08.58 08.58 03.06 5'-0" 12'-0" 12'-0" 12'-0" 12'-0" 12'-0" 12'-0" 12'-0" 12'-0" 5'-0" 4'-0"12'-0"12'-0"12'-0"4'-0" 07.04 3'-10"1'-10"8'-4"1'-10"8'-4"1'-10"EQ 1'-8" EQ TYP 2'-0" T.O. PRECAST 126'-0" BASEML 100'-0" 121.11.4 03.03 08.58 07.04 26.0203.0503.04 BRICK/PC LEDGE 99'-4" 12'-0" 12'-0" 7'-0" TYP 2'-0"3'-10"1'-10"8'-4"1'-10"8'-4"1'-10"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 501 South Eighth Street Minneapolis, MN 55404 krausanderson.com | 612 332 7281 10/12/2023 2:27:49 PMAutodesk Docs://232010 - MN CI Cottage Grove - New Utility Building/232010 - MN CI Cottage Grove - New UtilityBuilding R1.rvt1/8" = 1'-0"Central: Autodesk Docs://232010 - MN CI Cottage Grove - New Utility Building/232010 - MN CI Cottage Grove - NewUtility Building R1.rvtCITY OF COTTAGE GROVE NEW UTILITY & ENGINEERING BUILDING A5.101 EXTERIOR ELEVATIONS - AREA A 12800 RAVINE PKWY COTTAGE GROVE, MN 55016 10875 IDEAL AVENUE S. COTTAGE GROVE, MN 55016 NOT FOR CONSTRUCTION 90% CD SET DRAFT JW KH 09/12/2023 232010 Minnesota 09/12/2023 John McNamara 24281 ARCHITECT MATERIALS KEY KEY MATERIAL 03.03 PRECAST STRUCTURAL CONCRETE (ACCENT: SANDBLAST FINISH) 03.04 PRECAST STRUCTURAL CONCRETE (FIELD: ACID WASH FINISH) 03.05 PRECAST STRUCTURAL CONCRETE PANEL JOINT 03.06 ARCHITECTURAL PRECAST CONCRETE 04.01 BRICK 1 04.06 PREFINISHED METAL FLASHING 04.18 STONE MASONRY VENEER 07.04 PREFINISHED METAL COPING 07.07 ANODIZED ALUMINUM PANEL 07.92 USER DEFINED 08.02 HOLLOW METAL DOOR (08 11 13) 08.08 ANODIZED ALUMINUM FRAME 08.11 SECTIONAL METAL OVERHEAD DOOR 08.30 PREFINISHED ALUMINUM WINDOW 08.58 EXTERIOR GLAZING 08.59 PREFINISHED METAL LOUVER 09.07 GYPSUM BOARD 10.06 ANODIZED ALUMINUM DIMENSION LETTER SIGNAGE 26.02 EXTERIOR LIGHT FIXTURE 0 1/8" = 1'-0" WEST ELEVATIONC1 6' 12' 0 1/8" = 1'-0" SOUTH ELEVATION - AREA AE1 6' 12' 0 1/8" = 1'-0" NORTH ELEVATION - AREA AF1 6' 12' 0 1/8" = 1'-0" EAST ELEVATIONC5 6' 12' A B Revisions Description Date Num FINAL CD SET DRAFT NOT FOR CONSTRUCTION T.O. PRECAST 126'-0" BASEML 100'-0" T.O. MASONRY 116'-0" MEZZANINE LEVEL 111'-6" EFHH.5G 03.04 03.03 26.0226.02 03.05 D7 A0.000A _______ PRECAST LEDGE 99'-4" 08.5808.59 3'-0" 12'-0" 12'-0" 12'-0" 12'-0" 12'-0" 12'-0" 12'-0" 12'-0" 12'-0" 12'-0" 12'-0" 12'-0" 12'-0" 10'-0"3'-10"1'-10"8'-4"1'-10"8'-4"1'-10"TYP 2'-0" EQ 1'-8" EQ T.O. PRECAST 126'-0" BASEML 100'-0" T.O. MASONRY 116'-0" MEZZANINE LEVEL 111'-6" E F HH.5G 03.03 03.04 26.0208.58 03.05 D7 A0.000A _______ 07.04 PRECAST LEDGE 99'-4"1'-10"8'-4"1'-10"8'-4"1'-10"3'-10"EQ1'-8"EQ 11'-0"12'-0"12'-0"4'-0"12'-0"12'-0"12'-0"12'-0"12'-0"12'-0"12'-0"12'-0"12'-0"12'-0"12'-0" TYP 2'-0" T.O. PRECAST 126'-0" BASEML 100'-0" T.O. MASONRY 116'-0" MEZZANINE LEVEL 111'-6" 1345261.11.4 03.0403.0326.02 08.5808.0208.02 08.11 03.05 F7 A0.000A _______ 07.04 PRECAST LEDGE 99'-4" 4'-0" 12'-0" 12'-0" 16'-0" 3'-0" 10'-0" 16'-0" 12'-0" 4'-0"12'-0" 12'-0" 7'-0" TYP 2'-0"1'-10"8'-4"1'-10"8'-4"1'-10"3'-10"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 501 South Eighth Street Minneapolis, MN 55404 krausanderson.com | 612 332 7281 10/12/2023 2:27:53 PMAutodesk Docs://232010 - MN CI Cottage Grove - New Utility Building/232010 - MN CI Cottage Grove - New UtilityBuilding R1.rvt1/8" = 1'-0"Central: Autodesk Docs://232010 - MN CI Cottage Grove - New Utility Building/232010 - MN CI Cottage Grove - NewUtility Building R1.rvtCITY OF COTTAGE GROVE NEW UTILITY & ENGINEERING BUILDING A5.102 EXTERIOR ELEVATIONS - AREA B 12800 RAVINE PKWY COTTAGE GROVE, MN 55016 10875 IDEAL AVENUE S. COTTAGE GROVE, MN 55016 NOT FOR CONSTRUCTION 90% CD SET DRAFT JW KH 09/12/2023 232010 Minnesota 09/12/2023 John McNamara 24281 ARCHITECT MATERIALS KEY KEY MATERIAL 03.03 PRECAST STRUCTURAL CONCRETE (ACCENT: SANDBLAST FINISH) 03.04 PRECAST STRUCTURAL CONCRETE (FIELD: ACID WASH FINISH) 03.05 PRECAST STRUCTURAL CONCRETE PANEL JOINT 07.04 PREFINISHED METAL COPING 08.02 HOLLOW METAL DOOR (08 11 13) 08.11 SECTIONAL METAL OVERHEAD DOOR 08.58 EXTERIOR GLAZING 08.59 PREFINISHED METAL LOUVER 26.02 EXTERIOR LIGHT FIXTURE 0 1/8" = 1'-0" NORTH ELEVATION - AREA BF3 6' 12' 0 1/8" = 1'-0" SOUTH ELEVATION - AREA BC3 6' 12' 0 1/8" = 1'-0" EAST ELEVATION - AREA BD3 6' 12' A B Revisions Description Date Num FINAL CD SET DRAFT NOT FOR CONSTRUCTION T.O. PRECAST 126'-0" TO FOOTING 96'-0" BASEML 100'-0" 6 NOTES APPLY A5.201 C1 E-PP06 HOLLOW METAL DOOR EXTERIOR LIGHTING _______B7a A5.601 _______E3 A5.60117'-2"1'-8"7'-2"CONCRETE APRON, SEE STRUCTURAL _______C5 A5.502 T.O. PRECAST 126'-0" TO FOOTING 96'-0" BASEML 100'-0" 6 E-PP06 NOTES APPLY A5.201 C1 _______F7 A5.601 _______D1 A5.6026'-10"3'-2 1/2"15'-11 1/2"T.O. PRECAST 126'-0" TO FOOTING 96'-0" BASEML 100'-0" CC.1 NOTES APPLY A5.201 F1 METAL SECTIONAL DOOR E-PP06 _______C3 A4.80114'-0"3'-3 1/2"3'-2 1/2"5'-6"C5 A5.502 _______ BOLLARDS CONCRETE APRON, SEE STRUCTURAL T.O. PRECAST 126'-0" TO FOOTING 96'-0" BASEML 100'-0" MEZZANINE LEVEL 111'-6" E 12" PRECAST CONCRETE PLANK WITH 2" CONCRETE TOPPING E-PP06 NOTES APPLY A5.201 C1 15'-9"10'-3"T.O. PRECAST 126'-0" TO FOOTING 96'-0" BASEML 100'-0" CC.1 E-PP06 3" STEEL DECK, SEE STRUCTURAL ROOF SYSTEM METAL COPING FLOOR CONSTRUCTION: - 6" CONCRETE SLAB - VAPOR BARRIER - 6" AGGREGATE BASE FOOTING AND FOUNDATION, SEE STRUCTURAL _______B6 A5.503 9'-6"16'-6"SEE CIVIL T.O. PRECAST 126'-0" TO FOOTING 96'-0" BASEML 100'-0" MEZZANINE LEVEL 111'-6" 1 E-PP06 ALUMINUM WINDOW NOTES APPLY A5.201 F2 6'-10"3'-2 1/2"5'-7 1/2"1'-4"3'-2 1/2"5'-9 1/2"_______F7 A5.601 _______D1 A5.602 _______F7 A5.601 _______D1 A5.602 T.O. PRECAST 126'-0" TO FOOTING 96'-0" BASEML 100'-0" T.O. MASONRY 116'-0" MEZZANINE LEVEL 111'-6" D 2'-6"6'-6"17'-0"E-PP06 LOUVER NOTES APPLY A5.201 C1 1'-6 5/8"_______D7 A5.602 _______B5 A5.602 T.O. PRECAST 126'-0" TO FOOTING 96'-0" BASEML 100'-0" MEZZANINE LEVEL 111'-6" 3 E3 A4.203 _______ _______C4 A4.801 _______C6 A4.801 STEEL BEAM AND COLUMN SYSTEM, SEE STRUCTURAL HOLLOW METAL DOOR14'-6"11'-6"MB3 T.O. PRECAST 126'-0" TO FOOTING 96'-0" BASEML 100'-0" MEZZANINE LEVEL 111'-6" 3 3" STEEL DECK, SEE STRUCTURAL HORIZONTAL PIPE RAILING 12" CONCRETE SLAB, SEE STRUCTURAL PRECAST WALL 6" CONCRETE SLAB ON GRADE, SEE STRUCTURAL ROOF SYSTEM MB3 STEEL COLUMN BEYOND, SEE STRUCTURAL11'-0"3'-6"11'-6"T.O. PRECAST 126'-0" BASEML 100'-0" MEZZANINE LEVEL 111'-6" 3 NOTES APPLY A5.201 F5 COILING METAL DOOR MB3 _______B3 A4.801 _______C3 A4.801 STEEL BEAM; SEE STRUCTURAL 17'-7"8'-5"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 501 South Eighth Street Minneapolis, MN 55404 krausanderson.com | 612 332 7281 10/12/2023 2:27:59 PMAutodesk Docs://232010 - MN CI Cottage Grove - New Utility Building/232010 - MN CI Cottage Grove - New UtilityBuilding R1.rvt3/8" = 1'-0"Central: Autodesk Docs://232010 - MN CI Cottage Grove - New Utility Building/232010 - MN CI Cottage Grove - NewUtility Building R1.rvtCITY OF COTTAGE GROVE NEW UTILITY & ENGINEERING BUILDING A5.201 WALL SECTIONS 12800 RAVINE PKWY COTTAGE GROVE, MN 55016 10875 IDEAL AVENUE S. COTTAGE GROVE, MN 55016 NOT FOR CONSTRUCTION 90% CD SET DRAFT JW KH 09/12/2023 232010 Minnesota 09/12/2023 John McNamara 24281 ARCHITECT 0 3/8" = 1'-0" SECTION AT DOOR B134AC7 2' 4' 0 3/8" = 1'-0" SECTION AT VEHICLE GARAGEF1 2' 4' 0 3/8" = 1'-0" SECTION AT DOOR A133C5 2' 4' 0 3/8" = 1'-0" SECTION AT STREET LIGHT STORAGEF2 2' 4' 0 3/8" = 1'-0" SECTION AT VEHICLE GARAGEC1 2' 4' 0 3/8" = 1'-0" SECTION AT WATER METER ROOM 2F4 2' 4' 0 3/8" = 1'-0" SECTION AT MECHANICAL LOUVERC2 2' 4'0 3/8" = 1'-0" SECTION AT DOOR A126BC4 2' 4' Revisions Description Date Num 0 3/8" = 1'-0" SECTION THROUGH WATER METER ROOMF5 2' 4' 0 3/8" = 1'-0" SECTION AT DOOR A130AF7 2' 4'FINAL CD SET DRAFT NOT FOR CONSTRUCTION BASEML 100'-0" T.O. MASONRY 116'-0" 1.1 PREFINISHED METAL COPING ROOFING SYSTEM FOOTING AND FOUNDATION, SEE STRUCTURAL _______F6 A4.801 _______D4 A5.503 CEILING, SEE RCP FIN TUBE, SEE MECHANICAL GWB/METAL STUD KNEE WALL ENCLOSURE AT MECH FIN TUBE, TYPICAL T.O. FOOTING SEE STRUCT 2" PERIMETER INSUL E-BS065'-6"7'-4"3'-2"BEAM AND JOIST, SEE STRUCTURAL FLOOR CONSTRUCTION: -CONC SLAB ON GRADE, SEE STRUCT -AGGREGATE BASE, SEE CIVIL6"BASEML 100'-0" T.O. MASONRY 116'-0" 11.1 ALUMINUM CURTAIN WALL SYSTEM NOTES APPLY A5.202 C7 E-BS06 _______D3 A5.601 CEILING, SEE RCP GWB/METAL STUD KNEE WALL BENCH ENCLOSURE, SEE MECH FOR FIN TUBE T.O. FOOTING SEE STRUCT ANODIZED METAL FASCIA/COPING PREFINISHED METAL SOFFIT SYSTEM1'-2"1'-0" B.O. SOFFIT 109'-8" T.O. LINTEL 109'-8"9'-8"1'-0"5'-4"BASEML 100'-0" T.O. MASONRY 116'-0" AB PREFINISHED METAL COPING ROOFING SYSTEM FLOOR CONSTRUCTION: -CONC SLAB ON GRADE, SEE STRUCT -AGGREGATE BASE, SEE CIVIL ALUMINUM CURTAIN WALL SYSTEM FOOTING AND FOUNDATION, SEE STRUCTURAL CEILING AS OCCURS, SEE RCP _______B4a A5.601 _______D4 A5.503 7'-10"1'-4"6'-10"STOOP, SEE STRUCTURAL _______C5 A5.5025'-4"STEEL BEAM, SEE STRUCT; COVER ENTIRETY W/ SPRAY FOAM INSUL AND INTUMESCENT COATING 2" PERIMETER INSUL T.O. FOOTING SEE STRUCT PAVEMENT, SEE CIVIL RECESSED LIGHTING, SEE ELEC SUSPENDED PREFINISHED METAL SOFFIT SYSTEM ANODIZED METAL FASCIA ROOFING SYSTEM BEAM, SEE STRUCT E-BS06 BASEML 100'-0" T.O. MASONRY 116'-0" 4 E-BS06 NOTES APPLY A5.202 C7 ALUMINUM STOREFRONT SYSTEM6'-0"6'-10"3'-2"_______F1 A5.602 _______C7 A5.602 _______F4 A4.8016"ALUM SUNSHADE BY STOREFRONT T.O. FOOTING SEE STRUCT BASEML 100'-0" T.O. MASONRY 116'-0" A NOTES APPLY A5.202 C7 ALUMINUM CURTAIN WALL SYSTEM E-BS06 3'-2"6'-6"1'-0"5'-4"_______F1 A5.602 BRICK LEDGE SEE ELEVATION T.O. BEAM VARIES, SEE STRUCT 1'-0" T.O. FOOTING SEE STRUCT T.O. LINTEL 110'-8"1'-2"T.O. PRECAST 126'-0" BASEML 100'-0" 4 5 8'-0"9'-6"8'-6"E-PP06 NOTES APPLY A5.201 F5 OVERHEAD SECTIONAL METAL DOOR _______E7 A5.601 _______B3 A4.801 BASEML 100'-0" T.O. MASONRY 116'-0" 4 6'-4"6'-6"3'-2"10'-4"1'-0"E-BS06 _______F4 A4.801 NOTES APPLY A5.202 C7 ALUMINUM CURTAIN WALL SYSTEM T.O. FOOTING SEE STRUCT BASEML 100'-0" T.O. MASONRY 116'-0" 11.1 F2a A5.202 _______ 1.4 BRICK LEDGE SEE ELEVATION T.O. BEAM SEE STRUCT T.O. FOOTING SEE STRUCT E-BS06 _______D3 A5.702 STOOP, SEE STRUCT PAVEMENT, SEE CIVIL WALL AS OCCURS, SEE PLAN RECESSED LIGHTING, SEE ELEC SUSPENDED PREFINISHED METAL SOFFIT SYSTEM STONE9'-8"BRICK6'-4"B.O. SOFFIT 109'-2"6"1'-2"STEEL BEAM BEYOND, SEE STRUCT; COVER ENTIRETY W/ SPRAY FOAM INSUL AND INTUMESCENT COATING ARCH PRECAST CLAD PIER BEYOND ROOFING SYSTEM PREFINISHED METAL COPING ROOFING SYSTEM ANODIZED METAL FASCIA CANOPY DRAIN, SEE MECH 2" PERIMETER INSUL BASEML 100'-0" T.O. MASONRY 116'-0" 11.1 T.O. FOOTING SEE STRUCT 6'-0"6'-10"3'-2"E-BS06 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 501 South Eighth Street Minneapolis, MN 55404 krausanderson.com | 612 332 7281 10/12/2023 2:28:04 PMAutodesk Docs://232010 - MN CI Cottage Grove - New Utility Building/232010 - MN CI Cottage Grove - New UtilityBuilding R1.rvt3/8" = 1'-0"Central: Autodesk Docs://232010 - MN CI Cottage Grove - New Utility Building/232010 - MN CI Cottage Grove - NewUtility Building R1.rvtCITY OF COTTAGE GROVE NEW UTILITY & ENGINEERING BUILDING A5.202 WALL SECTIONS 12800 RAVINE PKWY COTTAGE GROVE, MN 55016 10875 IDEAL AVENUE S. COTTAGE GROVE, MN 55016 NOT FOR CONSTRUCTION 90% CD SET DRAFT JW KH 09/12/2023 232010 Minnesota 09/12/2023 John McNamara 24281 ARCHITECT 0 3/8" = 1'-0" TYPICAL SECTION AT BRICK MASONRYC7 2' 4' 0 3/8" = 1'-0" CW SECTION AT LOBBY A101C1 2' 4' 0 3/8" = 1'-0" SECTION AT DOOR A100F2a 2' 4' 0 3/8" = 1'-0" SF SECTION AT OFFICES AND SMALL CONFC5 2' 4' 0 3/8" = 1'-0" CW SECTION AT OPEN OFFICE A103C2 2' 4' 0 3/8" = 1'-0" SECTION AT DOOR B133AF7 2' 4' 0 3/8" = 1'-0" CW SECTION AT WORK ROOMC4 2' 4' Revisions Description Date Num 0 3/8" = 1'-0" SECTION AT CANOPYF4 2' 4' 0 3/8" = 1'-0" SECTION AT WINDOWF1 2' 4' FINAL CD SET DRAFT NOT FOR CONSTRUCTION SPRAY FOAM INSULATION TO R-13 MINIMUM INTERIOR INTERIOR EXTERIOR 4" NOMINAL FACE BRICK OR STONE MASONRY VENEER • SEE EXTERIOR ELEVATION FOR TYPE & COURSING 1 3/8" AIR SPACE (NOMINAL) 2" CAVITY WALL INSULATION (FOIL FACED) FLUID-APPLIED WEATHER BARRIER (VAPOR-PERMEABLE) 5/8" MOLD AND MOISTURE REISISTANT WALLBOARD (TYPE X) • FINISH AS SCHEDULED MASONRY VENEER ANCHOR AS OCCURS EXTERIOR 5/8" GYPSUM SHEATHING (TYPE X) COLD-FORMED STEEL STUD FRAMING - SEE STRUCTURAL • SEE SCHEDULE FOR FRAMING DEPTH EXPECTED R-VALUE, INSULATION: R-13.3 CONTINUOUS AND R-13 CAVITY EXPECTED R-VALUE, ASSEMBLY: THIS WALL ASSEMBLY IS DESIGNED AROUND AN ENGINEERING EVALUATION #10123 (CURRENT REVISION) PERFORMED BY PRIEST & ASSOCIATES CONSULTING, LLC BASED ON NFPA 285 TESTS FOR HUNTER PANELS, PROVIDER OF POLYISOCANURATE CONTINUOUS INSULATION. NFPA 285: ENERGY CODE: SECTION PLAN SPRAY FOAM INSULATION TO R-13 MINIMUM INTERIOR INTERIOR EXTERIOR 5/8" MOLD AND MOISTURE REISISTANT WALLBOARD (TYPE X) • FINISH AS SCHEDULED EXTERIOR 5/8" GYPSUM SHEATHING (TYPE X) EXPECTED R-VALUE, INSULATION: R-13.1 CONTINUOUS AND R-13 CAVITY EXPECTED R-VALUE, ASSEMBLY: (VARIES WITH BACKUP DEPTH) RAINSCREEN ALUMINUM COMPOSITE (ACM) WALL PANEL SYSTEM RIGID WALL INSULATION: 2" RIGID INSULATION BONDED TO 3/4" FIRE TREATED PLYWOOD FLUID-APPLIED WEATHER BARRIER (VAPOR-PERMEABLE) COLD-FORMED STEEL STUD FRAMING - SEE STRUCTURAL • SEE SCHEDULE FOR FRAMING DEPTH THIS WALL ASSEMBLY IS DESIGNED AROUND AN ENGINEERING EVALUATION #10123 (CURRENT REVISION) PERFORMED BY PRIEST & ASSOCIATES CONSULTING, LLC BASED ON NFPA 285 TESTS FOR HUNTER PANELS, PROVIDER OF POLYISOCANURATE CONTINUOUS INSULATION. NFPA 285: ENERGY CODE: SECTION PLAN INTERIOR INTERIOR EXTERIOR EXTERIOR EXPECTED R-VALUE, INSULATION: R-16 CONTINUOUS EXPECTED R-VALUE, ASSEMBLY: (VARIES WITH BACKUP DEPTH) INTEGRALLY INSULATED PRECAST CONCRETE WALL PANEL - SEE STRUCTURAL: PRECAST CONCRETE (MIX #1)* • SEE SCHEDULE FOR DEPTH • FINISH AS SCHEDULED 3" INSULATION 3" PRECAST CONCRETE • SEE EXTERIOR ELEVATIONS FOR MIX TYPE & FINISHES THIS WALL ASSEMBLY IS DESIGINED WITH NO AIRSPACE BETWEEN THE INSULATION AND CONCRETE / MASONRY (EACH SIDE) AND IS NOT REQUIRED TO BE TESTED FOR COMPLIANCE WITH NFPA 285 PER 2603.5.5, EXCEPTION 2.1 SECTION PLAN NFPA 285: ENERGY CODE: **NOTE:CONTINUOUS SEALANT OR FIRESTOPPING AT PANEL JOINT -SEE CODE PLAN FOR RATING. 1 & 2 HOUR WALL ASSEMBLIES TO COMPLY WITH IBC TABLE 722.2.1.1. JOINTS TO COMPLY WITH SECTION 722.2.1.3. PANEL JOINT AS OCCURS** *AT INTERIOR FACE OF PRECAST WALL PANEL: • REMOVE PROJECTIONS LARGER THAN 1/8" • PATCH TIE HOLES AND CONNECTION PLATES SO THEY ARE NOT VISIBLE • PATCH ALL VISIBLE CRACKS, CHIPS & VOIDS ON WALL PANELS TO ALLOW PANEL TO RECIEVE THE SCHEDULED FINISH • PROVIDE 1/2" CHAMFER AT OPENINGS, ALL SIDES, UNLESS NOTED OTHERWISE - SEE OPENING DETAILS SEE PRECAST NOTES* 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 501 South Eighth Street Minneapolis, MN 55404 krausanderson.com | 612 332 7281 10/12/2023 2:28:09 PMAutodesk Docs://232010 - MN CI Cottage Grove - New Utility Building/232010 - MN CI Cottage Grove - New UtilityBuilding R1.rvt1 1/2" = 1'-0"Central: Autodesk Docs://232010 - MN CI Cottage Grove - New Utility Building/232010 - MN CI Cottage Grove - NewUtility Building R1.rvtCITY OF COTTAGE GROVE NEW UTILITY & ENGINEERING BUILDING A5.401 EXTERIOR ASSEMBLIES - WALLS 12800 RAVINE PKWY COTTAGE GROVE, MN 55016 10875 IDEAL AVENUE S. COTTAGE GROVE, MN 55016 NOT FOR CONSTRUCTION 90% CD SET DRAFT JW KH 09/12/2023 232010 Minnesota 09/12/2023 John McNamara 24281 ARCHITECT 0 1 1/2" = 1'-0" ASSEMBLY E-BS - BRICK VENEER ON STEEL STUD BACK-UPF1 1/2'1'0 1 1/2" = 1'-0" ASSEMBLY E-AS - ACM ON STEEL STUD BACK-UPF6 1/2'1' TYPE STUD SIZE NOTES E-BS06 6" TYPE STUD SIZE NOTES 0 1 1/2" = 1'-0" ASSEMBLY E-PP - PRECAST WALL PANELF4 1/2'1' TYPE BACKUP SIZE NOTES E-PP06 6" Revisions Description Date Num FINAL CD SET DRAFT NOT FOR CONSTRUCTION ALL MASONRY DIMENSIONS ON PLANS & DETAILS ARE NOMINAL UNLESS OTHERWISE NOTED.3/16" 3/16" 3/16" DIMENSION MODULAR ACTUAL DIMENSION MASONRY MODULAR DIMENSION .3/16"NOMINAL DIMENSIONMODULAR OPENINGACTUAL OPENING..3/16" (1/2" JOINT)3/16" . ..3/16" NOTE: SEE STRUCTURAL DRAWINGS FOR NOTES REGARDING BLOCK CONTROL JOINT LOCATIONS. CONTROL JOINT GASKET & C BLK (CONTINUOUS) SEALANT & BACKER ROD SEALANT OVER RAKED BACK MORTAR W/BOND BREAKER. NOTE: DO NOT ALIGN W/ BRICK EJ INTERIOR NON-BEARING WALL NOTES: 1. CONTROL JOINT SHALL BE OFFSET FROM BRICK EXPANSION JOINT 2. CONTROL JOINT TO BE MIN 4'-0" FROM MASONRY OR CONC LINTEL BEARING INTERIOR NON-BEARING WALL SEALANT OVER RAKED BACK MORTAR W/BOND BREAKER SEALANT & BACKER ROD CONTROL JOINT BLOCK SEE ELEVATIONS AND SECTIONS FOR BRICK TYPES AND COURSING FLEXIBLE FLASHING WITH TERMINATION BAR ARCH PRECAST SILL SHAPE #11 EXPANSION JOINT SEALANT ONE COURSE CONC BLOCK FLUSH BRICK SOLDIER COURSE BRICK TYPICAL #2 RUNNING BOND BRICK TYPE #1 RECESSED ROWLOCK BRICK TYPE #1 3/8" RECESS TYPICAL PROJECTED SOLDIER CS BRICK TYPE #1 3/8" PROJECTION TYPICAL 2 1/2" CAVITY WALL INSUL WALL REINFORCING @ 16" OC 4" 4" 8"/12" WEEP VENTS NOTES APPLY --- - EARTH WATERPROOF MEMBRANE (SEE PLAN FOR EXTENT) - LAP ON TO HORIZONTAL SURFACE OF CONCRETE BLOCK PERIMETER INSULATION - INSTALL 2" ABOVE FLASHING FOR AN OVERLAP WITH CAVITY WALL INSULATION FACE BRICK - SIZE MAY VARY BRICK LEDGE ELEV SEE EXTERIOR ELEVATIONS FLEXIBLE FLASHING - LAP OVER WATERPROOFING MEMBRANE NOTE: STEPPED FLASHINGS TO OVERLAP EACH OTHER BY AT LEAST 1'-4" CONCRETE BLOCK BACK-UP/FDN 2 LAYERS CAVITY WALL INSULATION FILL REMAINDER OF CAVITY WITH MORTAR STRIP OF FLEXIBLE FLASHING METAL FLASHING FLEXIBLE FLASHING (8" ABOVE GRADE) FLEXIBLE FLASHING STOPS HORIZ UNDER TERMINATION BAR ALUMINUM TERMINATION BAR, MASTIC AT TOP, ANCHOR W/ SST OR GALVANIZED TAPCONS @ 16" OC CAVITY WALL INSULATION 1/4" ROPE WICKS @ 2'-0" OC, LAY HORIZ IN CAVITY 8" AND EXTEND UP WALL 8" AND SECURE TO INSULATION W/ ADHESIVE WEEP VENT @ 2'-0" OC, 16" ABOVE FLASHING WEATHER BARRIER MORTAR NET NOTE: MORTAR NET NOT SHOWN FOR CLARITY PERIMETER INSULATION - INSTALL 2" ABOVE FLASHING FOR AN OVERLAP WITH CAVITY WALL INSULATION FACE BRICK - SIZE MAY VARY WATERPROOF MEMBRANE AS OCCURS (SEE PLAN FOR EXTENT) LAP ON TO HORIZONTAL SURFACE OF CONCRETE BLOCK BRICK LEDGE ELEV - SEE EXTERIOR ELEVATIONS FLEXIBLE FLASHING - LAP OVER WATERPROOFING MEMBRANE CONCRETE BLOCK BACK-UP/FDN 2 LAYERS CAVITY WALL INSULATION FILL REMAINDER OF CAVITY WITH MORTAR STRIP OF FLEXIBLE FLASHING METAL FLASHING FLEXIBLE FLASHING (8" ABOVE GRADE) FLEXIBLE FLASHING STOPS HORIZ UNDER TERMINATION BAR ALUMINUM TERMINATION BAR, MASTIC AT TOP, ANCHOR W/ SST OR GALVANIZED TAPCONS @ 16" OC END DAM TYPICAL AT ALL OPENINGS (I.E., DOORS, WINDOWS, LOUVERS, ETC) 1/4" ROPE WICKS @ 2'-0" OC- LAY HORIZ IN CAVITY 8" AND EXTEND UP WALL 8" AND SECURE TO INSULATION W/ ADHESIVE DOOR, WINDOW, OR LOUVER FRAME EARTH NOTE: MORTAR NOT SHOWN FOR CLARITY WEATHER BARRIER 1/4" ROPE WICK - LAY HORIZ IN CAVITY 8" AND EXTEND UP WALL 8" - SECURE TO INSULATION W/ ADHESIVE METAL FLASHING DRIP BY 04 20 00 GALV STEEL LINTEL MORTAR NET FLASHING DAM FACE BRICK CAVITY WALL INSUL CONCRETE BLOCK GALV STEEL LINTEL BEYOND ALUMINUM TERMINATION BAR, MASTIC AT TOP, ANCHOR W/ SST OR GALVANIZED TAPCONS @ 16" OC TERMINATE FLASHING DAM 4" BEYOND JAMB OR AT END OF LINTEL, WHICHEVER IS GREATER WEATHER BARRIER EXTERIOR FINISH MATERIAL (I.E., BRICK, PRECAST, EIFS, STUCCO, METAL PANEL) SEALANT AND BACKER ROD ON ALL SIDES MECHANICAL DEVICE PENETRATING EXTERIOR ENVELOPE (I.E., HOSE BIB, SPRINKLER DRAIN, SIAMESE, OVERFLOW SCUPPER, TEMPERATURE CONTROL SENSOR) NOTE: DETAIL APPLIES TO MISCELLANEOUS ARCHITECTURAL ITEMS (I.E., KEY BOXES) 1/4" MINEXTERIOR FINISH MATERIAL (I.E., BRICK, PRECAST, EIFS, STUCCO, METAL PANEL) SEALANT AND BACKER ROD ON ALL SIDES ELECTRICAL BOX ELECTRICAL DEVICE COVER PENETRATING EXTERIOR ENVELOPE (I.E., RECEPTACLE, LIGHT FIXTURE, FIRE HORN, SPEAKER, CARD READER, HANDICAP DOOR BUTTON, SECURITY CAMERA) 1/4" MINPIPE INSULATION FLASHING COLLAR SEALANT BETWEEN PIPE/CONDUIT AND COLLAR AND PIPE, SEE MECH; CONDUIT, SEE ELEC SEALANT AROUND ENTIRE COLLAR WALL SYSTEM AS FOLLOWS: SEAL STEEL PLATE TO SHEATHING WITH FLEXIBLE FLASHING ALL SIDES - 5/8" GWB - VAPOR BARRIER - SPRAY FOAM INSULATION - 6" STRUCT STL STUD - 1/2" GYPSUMSHEATHING - WEATHER BARRIER - METAL SIDING OR PANEL/ HAT CHANNELS OR 1" STUCCO SIZE VARIES FROM: GALVANIZED TS 2" x 2" x 3/16"TO TS 10" x 10" x 3/16", WELD TO PLATE - CONTRACTOR TO VERIFY SIZE REQUIRED - THE TUBE IS TO BE SIZED BY MECH OR ELEC GALV 1/8" STEEL PLATE SEALANT AND INSULATION BY MECH OR ELEC FOR PIPE, SEE MECH, FOR CONDUIT, SEE ELEC, AND SEALANT BETWEEN PIPE/ CONDUIT AND SLEEVE, SEE MECH OR ELEC 3/8" SEALANT JOINT W/ BACKER ROD GALV STEEL TUBE SLEEVE WITH FLANGE ANCHORED TO BACK-UP BY MECH OR ELEC FACE BRICK CAVITY WALL INSULATION BACK-UP, SEE WALL SECTION/PLANS A5 A5.501 _______ SEAL STEEL PLATE TO CONC BLOCK OR CONC W/ FLEXIBLE FLASHINGS ALL SIDES WEATHER BARRIER EXTERIOR INTERIOR (TRASH ENCLOSURE) WALL CONSTRUCTION: SEE WALL SECTIONS CONC SLAB OR BITUMINONUS, SEE STRUCT AND CIVIL 6" SAND BASE, SEE CIVIL FOUNDATION WALL, SEE STRUCTURAL GRADE AS OCCURS, SEE CIVIL EXTERIORINTERIOR (TRASH ENCLOSURE) CONC SLAB OR BITUMINONUS, SEE STRUCT AND CIVIL 6" SAND BASE, SEE CIVIL FOUNDATION WALL, SEE STRUCTURAL GATE AS OCCURS, SEE CIVIL 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 501 South Eighth Street Minneapolis, MN 55404 krausanderson.com | 612 332 7281 10/12/2023 2:28:11 PMAutodesk Docs://232010 - MN CI Cottage Grove - New Utility Building/232010 - MN CI Cottage Grove - New UtilityBuilding R1.rvtAs indicatedCentral: Autodesk Docs://232010 - MN CI Cottage Grove - New Utility Building/232010 - MN CI Cottage Grove - NewUtility Building R1.rvtCITY OF COTTAGE GROVE NEW UTILITY & ENGINEERING BUILDING A5.501 DETAILS - EXTERIOR WALL 12800 RAVINE PKWY COTTAGE GROVE, MN 55016 10875 IDEAL AVENUE S. COTTAGE GROVE, MN 55016 NOT FOR CONSTRUCTION 90% CD SET DRAFT JW KH 09/12/2023 232010 Minnesota 09/12/2023 John McNamara 24281 ARCHITECT 0 3/4" = 1'-0" MASONRY DIMENSIONINGB3 1' 2' 0 1 1/2" = 1'-0" TYPICAL EXT CONTROL/ EXP JOINTD4 1/2'1' 0 1 1/2" = 1'-0" TYPICAL INTERIOR CONTROL JOINTE3a 1/2'1' NOT TO SCALE MOCK-UP WALL PANELC5 NOT TO SCALE FLASHING DETAILF1 NOT TO SCALE FLASHING DETAILF3 NOT TO SCALE TYPICAL FLASHING TERMINATIONE5 0 6" = 1'-0" SECTION AT TYP MECH DEVICED7a 1.5" 3" 0 6" = 1'-0" SECTION AT TYP ELEC DEVICEE7 1.5" 3" 0 1 1/2" = 1'-0" PIPE OR CONDUIT PENETRATIONF5 1/2'1' 0 1 1/2" = 1'-0" SLEEVE DETAILA5 1/2'1' 0 1 1/2" = 1'-0" PIPE OR CONDUIT PENETRATIONF7 1/2'1' 0 1 1/2" = 1'-0" FOUNDATION DETAIL AT PRECAST TRASH ENCLOSUREB7 1/2'1' 0 1 1/2" = 1'-0" FOUNDATION DETAIL AT PRECAST ENCLOSUREC7 1/2'1' Revisions Description Date Num FINAL CD SET DRAFT NOT FOR CONSTRUCTION DRAIN TILE AS OCCURS - SEE PLANS EXCAVATE AND BACKFILL WITH GRANULAR MATERIAL 2" PERIMETER INSULATION FOUNDATION WALL - SEE STRUCT 2" RIGID WALL INSULATION (CRUSHABLE BY FROST) CONC SIDEWALK OR BITUMINOUS - SEE CIVIL 4" CONC SLAB - SLOPE AWAY FROM BUILDING AT 1/8" PER FOOT - SEE STRUCTURAL 1" PERIMETER INSULATION THRESHOLD SET IN SEALANT DOOR AND FRAME CONC FOOTING - SEE STRUCT (AT BASEMENT CONDITION) 4'-0"3 5/8"2 3/4"MASONRY WALL FLASHING BY MASON METAL FLASHING BY ROOFER 2" EIFS OR STUCCO SYSTEM OVER STUCCO WRAP AND WEATHER BARRIER STL STUD BACK-UP WALL W/ 1/2" EXT GWB SHEATHING, INT 5/8" GWB, & SPRAY FOAM AS OCCURS STL STUD JAMB HOLLOW METAL FRAME, ANCHOR AS REQD SEALANT @ FRAME PERIMETER, TYPICAL 1/4" GALVANIZED STL PLATES W/ 1" RETURNS AS SHOWN. ANCHOR @ 3 POINTS W/ SCREWS UNDER FRAME TO PLYWOOD FLEXIBLE FLASHING OVER MTL FLASHING 1/2" PLYWOOD @ SILL & BELOW FRAME OVER GWB SHEATHING FLEXIBLE FLASHING - STOP HORIZONTALLY UNDER FRAME AND EXTEND DOWN JUST ABOVE ROOFING TERMINATION, WRAP UP JAMB MIN OF 4" GALV SHEET METAL FLASHING BY WALL FINISH CONTRACTOR - SCREW TO EA STUD METAL FLASHING BY ROOFER - OVERLAP JOINTS MIN 4", ANCHOR W/ GALVANIZED OR SST SCREWS W/ NEOPRENE WASHERS @ 2'-0" OC, TYPICAL ROOFING TERMINATION BAR SPRAY FOAM INSULATION 1/2" PLYWOOD SHEATHING, SCREW TO STL STUDS 5/8" GWB GWB SHEATHING, TYPICAL ROOFING MEMBRANE ROOF INSULATION CANT AS REQD BY ROOFING SYSTEM 1/8" GALVANIZED STEEL PLATE SEE NOTES APPLY A5.504 D5 NOTES APPLY A5.701 D7 GRID SEE WALL SECTIONS NOTE: ASSEMBLY FASTENED WITH SCREWS 1/2" PLYWOOD 3/4" PLYWOOD W/ 2- 3/8" x 6" LONG ANCHOR BOLTS @ 48' OC WOOD BLOCKING PRE-FINISHED MTL COPING CONTINUOUS KEEPER MAINTAIN 3/8" GAP - PROVIDE SEALANT BETWEEN WOOD & PRECAST TOP OF PRECAST SEE WALL SECTIONS 3/4"2"5 1/2"MIN2 1/2"VARIES VARIES MIN4"3/4"BASE AS SCHEDULED SILL FLASHING EXTERIOR INTERIOR PERIMETER INSULATION BASEML 100'-0" BRICK LEDGE SEE ELEV'S 8" MIN. WEEP VENT WALL ASSEMBLY:EW-005 FLOOR ASSEMBLY: • SEE WALL SECTION THROUGH-WALL FLASHING ALUMINUM STOREFRONT SYSTEM - SEE PLAN EXTERIOR INTERIOR PERIMETER INSULATION BASEML 100'-0" BRICK LEDGE SEE ELEV'S PRECAST SILL - SHAPE FLOOR ASSEMBLY: • SEE WALL SECTION 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 501 South Eighth Street Minneapolis, MN 55404 krausanderson.com | 612 332 7281 10/12/2023 2:28:14 PMAutodesk Docs://232010 - MN CI Cottage Grove - New Utility Building/232010 - MN CI Cottage Grove - New UtilityBuilding R1.rvtAs indicatedCentral: Autodesk Docs://232010 - MN CI Cottage Grove - New Utility Building/232010 - MN CI Cottage Grove - NewUtility Building R1.rvtCITY OF COTTAGE GROVE NEW UTILITY & ENGINEERING BUILDING A5.502 DETAILS - EXTERIOR WALL 12800 RAVINE PKWY COTTAGE GROVE, MN 55016 10875 IDEAL AVENUE S. COTTAGE GROVE, MN 55016 NOT FOR CONSTRUCTION 90% CD SET DRAFT JW KH 09/12/2023 232010 Minnesota 09/12/2023 John McNamara 24281 ARCHITECT 0 3/4" = 1'-0" SECTION AT STOOP - TYPICALC5 1' 2' 0 3" = 1'-0" FLASHING DETAILD6 3" 6" NOT TO SCALE FLASHING DETAILF5 0 1 1/2" = 1'-0" COPING AT TRASH ENCLOSUREF7 1/2'1' 0 1 1/2" = 1'-0" BASE OF WALL DETAIL - EW-005E7 1/2'1' 0 1 1/2" = 1'-0" BASE OF WALL DETAIL AT STOREFRONTC7 1/2'1' Revisions Description Date Num FINAL CD SET DRAFT NOT FOR CONSTRUCTION NOTES APPLY --- - ROOF INSULATION ROOFING SYSTEM METAL COPING AND CONT KEEPER PRECAST CONCRETE PANEL EXTEND MEMBRANE TO FRONT FACE OF PRECAST CONCRETE PLANK (SEE STRUCT) CANT AS REQUIRED BY ROOFING MFR CONT GALVANIZED SHEET METAL FASTENING STRIP PREFINISHED GALVANIZED FLASHING OVER MEMBRANE UNDERLAYMENT - EXTEND TO FRONT FACE OF WOOD BLOCKING UNDER COPING (ONLY AT BUR ROOFING)3/4"2"5 1/2"24" MAX2 1/2" RIGID WALL INSULATION, "Z" FURRING, 1/2" GYPSUMROOF BDMIN4"3/4"8"SAW CUT 1" DEEP REGLET IN PRECAST PANEL-SEAL COUNTERFLASHING IN REGLET W/ SEALANT FLASHING ANCHORED TO PRECAST @ 24" OC PREFINISHED METAL FLASHING- ANCHOR W/ SST GASKETED SCREWS @ 24" OC PRECAST CONCRETE PANEL CANT AS REQUIRED BY ROOFING SYSTEM MFR ROOF SYSTEM - SEE ROOF PLAN JOIST POCKET (SEE STRUCT) STRUCTURAL DECK (SEE STRUCT) PRECAST CONCRETE 1" DEEP SAW CUT REGLET W/ SEALANT SECURE FLASHING TO CONCRETE METAL FLASHING BY ROOFER3 5/8"2 3/4"SEALANT WITH BACKER ROD (EACH SIDE) C BLOCK AS OCCURS COORD W/ PLAN SEALANT WITH BACKER ROD INSULATED PRECAST CONCRETE WALL PANEL REVEAL JOINT - CHAMFER CORNERS AT 45 DEGREES PRECAST CONCRETE WALL PANEL 4"3/4" ROOF ASSEMBLY AS OCCURS LAP ROOFING MEMBRANE OVER PARAPET AND EXTEND ONTO FACE OF BRICK, SHEATING, ETC. CANT STRIP AS REQUIRED BY ROOFING SYSTEM PREFINISHED GALVANIZED FLASHING OVER MEMBRANE UNDERLAYMENT - EXTEND TO FRONT FACE OF WOOD BLOCKING UNDER COPING (ONLY AT BUILT-UP ROOF SYSTEM) CONTINUOUS KEEPER AT PRE-FINISHED METAL COPING NOTE: ASSEMBLY FASTENED WITH SCREWS 1/2" PLYWOOD** 3/4" PLYWOOD ANCHORED TO BACKUP** - AT CMU, ANCHOR WITH TWO (2) 3/8"x6" LONG ANCHOR BOLTS AT 48" O.C. WOOD BLOCKING AS REQUIRED** PRE-FINISHED METAL COPING ROOF STRUCTURE AS OCCURS - SEE PARAPET SECTION DETAIL RIGID INSULATION - FILL CAVITY FULL AT PRE-FINISHED METAL COPING EXTERIOR WALL ASSEMBLY AS OCCURS RIGID WALL INSULATION - SEE PARAPET SECTION DETAIL **NOTE:PROVIDE FIRE-TREATED PLYWOOD AND BLOCKING WHERE REQUIRED PER THE SPECIFICATIONS WEATHER BARRIER MAINTAIN 3/8" GAP BETWEEN WOOD & BRICK - PROVIDE EXPANSION JOINT MATERIAL AND CONTINUOUS SEALANT WEEP VENT AT 24" O.C. INTERIOR EXTERIOR GRID 2 4 2 4 2 4 EXTERIOR WALL ASSEMBLY:E-BSxx TOP OF MASONRY SEE WALL SECTION STEEL FRAMING AS OCCURS - SEE STRUCTURAL STEEL JOIST AND STEEL DECK AS OCCUR - SEE STRUCTURALMIN4"3/4"3/4"2"5 1/2"2 1/2" MINROOF ASSEMBLY AS OCCURS SPRAY FOAM INSULATION - FILL CAVITY COMPLETE AT PARAPET WRAP BEAM WITH 5/8" GWB ON 2 1/2" METAL STUDS - PROVIDE CONTINUOUS FIRESTOPPING BETWEEN GWB AND STEEL DECK MASONRY ANCHOR AS OCCURS RIGID WALL INSULATION: 2" RIGID INSULATION BONDED TO 3/4" FIRE TREATED PLYWOOD NOTES APPLY A5.503 F6 GRIDLINE AS OCCURS - SEE WALL SECTIONS PRE-FINISHED METAL COPING ON WOOD BLOCKING LAP ROOFING CONTINUOUS UP AND OVER BLOCKING AND ONTO FACE OF BRICK 6" MIN 5/8" GYPSUM SHEATHING 1/2" PLYWOOD WEATHER BARRIER TO CONTINUOUSLY EXTEND FROM FRONT FACE OF GYP SHEATHING, OVER TOP OF WALL PLYWOOD, DOWN FACE OF GYP SHEATHING AT ROOF SIDE, AND DOWN ONTO ROOF DECK INTERIOR EXTERIOR GRID 2 4 2 4 2 4 EXTERIOR WALL ASSEMBLY:E-PPxx GRIDLINE AS OCCURS - SEE WALL SECTIONS TOP OF PRECAST SEE WALL SECTION STEEL JOIST AND STEEL DECK AS OCCUR - SEE STRUCTURALMIN4"3/4"3/4"2"5 1/2"NOTES APPLY A5.503 F6 2 1/2" MINROOF ASSEMBLY AS OCCURS PRE-FINISHED METAL COPING ON WOOD BLOCKING WEATHER BARRIER CONTINUOUS FROM TOP OF WALL, LAP ONTO ROOF DECK RIGID WALL INSULATION: 2 1/2" RIGID INSULATION BONDED TO 3/4" FIRE TREATED PLYWOOD STEEL CONNECTION AS OCCURS - SEE STRUCTURAL 6" MIN AT JOIST POCKET, FILL FULL WITH RIGID INSULATION, AT BACK AND TOP OF POCKET COVER WITH 24 GA SHEET METAL FOR WEATHER BARRIER, BY INSULATION CONTRACTOR AT JOIST POCKET, GROUT VOID SOLID TO TOP OF DECK 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 501 South Eighth Street Minneapolis, MN 55404 krausanderson.com | 612 332 7281 10/12/2023 2:28:17 PMAutodesk Docs://232010 - MN CI Cottage Grove - New Utility Building/232010 - MN CI Cottage Grove - New UtilityBuilding R1.rvtAs indicatedCentral: Autodesk Docs://232010 - MN CI Cottage Grove - New Utility Building/232010 - MN CI Cottage Grove - NewUtility Building R1.rvtCITY OF COTTAGE GROVE NEW UTILITY & ENGINEERING BUILDING A5.503 DETAILS - EXTERIOR WALL 12800 RAVINE PKWY COTTAGE GROVE, MN 55016 10875 IDEAL AVENUE S. COTTAGE GROVE, MN 55016 NOT FOR CONSTRUCTION 90% CD SET DRAFT JW KH 09/12/2023 232010 Minnesota 09/12/2023 John McNamara 24281 ARCHITECT 0 1 1/2" = 1'-0" SECTION AT PARAPETD6 1/2'1' 0 3" = 1'-0" FLASHING DETAIL AT PRECASTF4 3" 6" 0 3" = 1'-0" FLASHING DETAILD2 3" 6" 0 1 1/2" = 1'-0" PLAN AT PRECAST/ CBLKE2 1/2'1' 0 1 1/2" = 1'-0" SECTION AT PRECAST REVEAL JOINTF2 1/2'1'0 3/4" = 1'-0" COPING DETAIL AT PARAPETF6 1' 2' 0 1 1/2" = 1'-0" SECTION AT PARAPET - ASSEMBLY E-BS06 AND STEEL DECKD4 1/2'1' 0 1 1/2" = 1'-0" SECTION AT PARAPET - ASSEMBLY E-PP06 & STEEL DECKB6 1/2'1' Revisions Description Date Num FINAL CD SET DRAFT NOT FOR CONSTRUCTION ALUMINUM SILL WINDOW FLEXIBLE FLASHING TREATED PLYWOOD SUB-SILL, SET ON SILL SEALER FACE BRICK FLEX FLASHING FACE BRICK ALUM FLASHING BENT UP AT TOP W/ SEALANT .090" ALUMINUM FLASHING INSTALLED OVER WINDOW FLEXIBLE FLASHING. SEALANT JOINT AT TOP. ANCHORED TO BRICK WITH COUNTERSUNK SST SCREW/ANCHOR SEALANT AT WINDOW PERIMETER ALUMINUM WINDOW CONC BLOCK - DIM VARIES 2 1/2" CAVITY WALL INSULATION 1 1/2" AIR SPACE 4" FACE BRICK CAVITY VENT CONC BLOCK BOND BEAM - CUT TO ALLOW STOOL TO ALIGN WITH BED JOINT HORIZONTAL REINFORCING 2 1/2" CAVITY WALL INSULATION CONTINUOUS 1X2 TREATED WOOD BLKG 3/4" TREATED PLYWOOD SUB-SILL SET ON SILL SEALER SEALANT & BACKER ROD .125" ALUMINUM SILL. PROVIDE SEALANT FOR CLOSURE AT ENDS WINDOW FLEXIBLE FLASHING ALUMINUM FLASHING INSTALLED OVER WINDOW FLEXIBLE FLASHING. SEALANT JOINT AT TOP. ANCHORED TO BRICK WITH COUNTERSUNK SST SCREW/ANCHOR SEALANT & BACKER ROD STOOL AS SPECIFIED OVER PLYWOOD BLKG EXTEND OUT @ GWB FURRING CONDITION SEALANT AND BACKER ROD ALUMINUM WINDOW FACE BRICK RETURN AT JAMB BEYOND ANCHOR SILL AT 24" OC (2 MINIMUM) CUT BRICK AS REQUIRED NOTES APPLY A5.504 D5 WEATHER BARRIER- WRAP BLOCK AND TIE INTO WINDOW FLEXIBLE FLASHING FILL VOID W/ EXT BATT INSUL GRID SEALANT AND BACKER ROD (EACH SIDE) ALUM WINDOW SEALANT, BY WINDOW/STOREFRONT INSTALLER BRICK EXPANSION JOINT FILLER RIGID CAVITY INSULATION CONCRETE BLOCK MASONRY OPENING NOMINAL WINDOWMASONRY (NOMINAL) WDW. OPENING 3/16" ACTUAL MASONRYCBLK WIDTH VARIES1/4"4 1/8"3 5/8"1/2"WEATHER BARRIER- EXTEND ONTO BLOCK BEHIND WINDOW FOIL FACED WEATHER BARRIER TO TIE INTO EXTERIOR WINDOW SEALANT JOINT SEE WALL SECTIONS NOTE: SEE WALL SECTIONS/ EXT. ELEVATIONS FOR BRICK COURSING CONC BOND BEAM OR PRECAST SPANDREL PANEL AS OCCURS - SEE PLANS AND SECTIONS FACE BRICK RETURN AT JAMB BEYOND SEALANT & BACKER ROD - EACH SIDE PAINTED GALVANIZED STEEL LINTEL - SEE STRUCT FLEXIBLE THROUGH WALL FLASHING PREFINISHED METAL DRIP CUT BRICK FOR ANGLE PLASTIC SHIM FACE BRICK MORTAR NET 1/4" ROPE WICK @2'-0" OC- LAY HORIZ IN CAVITY 8" AND EXTEND UP WALL 8" - SECURE TO INSUL W/ ADHESIVE CAVITY VENT 2 1/2" CAVITY WALL INSULATION - PROVIDE NOTCH AROUND STEEL LINTEL FLASHING TERMINATION BAR C BLK - SIZE VARIES, SEE PLANS AND SECTIONS NOTES APPLY A5.501 E5 1"1/2"BOND BEAM 2" PERIMETER INSULATION STOOP - SEE STRUCTURAL EXTERIOR ALUMINUM THRESHOLD CURTAIN WALL / STOREFRONT FRAME BEYOND 1" PERIMETER INSULATION SHIM. BACKER ROD & SEALANT EACH SIDE. CLIP TO VERTICAL MULLION BY CURTAIN WALL / STOREFRONT 2 1/2" RIGID WALL INSULATION BEHIND ALUM CLOSURE ALUM CLOSURE BY CURTAIN WALL / STOREFRONT SEALANT, DO NOT OBSTRUCT WEEPS 1/2"3/8"1" 1" 1" PERIMETER INSULATION CEILING, AS OCCURS NOTES APPLY 4" METAL STUDS W/ STUD KICKERS AT EACH STOREFRONT VERTICAL FRAME BEYOND EXTERIOR FRAME BEYOND FRAME PROFILE GLAZING - SEE ELEVATIONS FOR GLASS TYPE INTERIOR 2" 1/8" 5"5"1/8"2"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 501 South Eighth Street Minneapolis, MN 55404 krausanderson.com | 612 332 7281 10/12/2023 2:28:19 PMAutodesk Docs://232010 - MN CI Cottage Grove - New Utility Building/232010 - MN CI Cottage Grove - New UtilityBuilding R1.rvtAs indicatedCentral: Autodesk Docs://232010 - MN CI Cottage Grove - New Utility Building/232010 - MN CI Cottage Grove - NewUtility Building R1.rvtCITY OF COTTAGE GROVE NEW UTILITY & ENGINEERING BUILDING A5.504 DETAILS - EXTERIOR WALL 12800 RAVINE PKWY COTTAGE GROVE, MN 55016 10875 IDEAL AVENUE S. COTTAGE GROVE, MN 55016 NOT FOR CONSTRUCTION 90% CD SET DRAFT JW KH 09/12/2023 232010 Minnesota 09/12/2023 John McNamara 24281 ARCHITECT 0 3" = 1'-0" SILL FLASHING DETAILD5 3" 6" 0 3" = 1'-0" SILL DETAILF5 3" 6" 0 6" = 1'-0" JAMB DETAILD2 1.5" 3" 0 3" = 1'-0" WINDOW HEAD DETAILF2 3" 6" 0 1 1/2" = 1'-0" THRESHOLD AT ALUM DOORB7 1/2'1' 0 1 1/2" = 1'-0" SF SILLC7 1/2'1' 0 1 1/2" = 1'-0" HEAD DETAILD7 1/2'1' 0 3" = 1'-0" STOREFRONT CORNER CONDITIONF7 3" 6" Revisions Description Date Num FINAL CD SET DRAFT NOT FOR CONSTRUCTION 1/8" ALUM CLOSURE, BONDED TO RIGID WALL INSUL, BY WINDOW SEALANT EACH SIDE EDGE OF WINDOW SILL BELOW SILL BELOW SILL BELOW SEALANT EACH SIDE WINDOW OR STOREFRONT- SEE PLAN SEE PLAN FOR WALL TYPE LINE OF FRAME BEYOND KICK PLATE - SEE HARDWARE GROUP ALUMINUM DOOR & FRAME METAL THRESHOLD FLOOR FINISH AS SCHEDULED SEALANT & BACKER ROD 1/2"1" 3/8" FLOORING TO MEET EDGE OF THRESHOLD VERIFY FOR FLOORING 1/16". SEALANT AND BACKER ROD EXTERIOR SLAB SLOPED AWAY FROM BLDG - REFER TO CIVIL METAL THRESHOLD - SET IN SEALANT DOOR AS SCHEDULED KICK PLATE AS SCHEDULED LINE OF FRAME BEYOND CONC STOOP SEALANT FOR EXPANSION JOINT, AS OCCURS BRICK BEYOND STEEL ANGLE BEYOND OH DOOR WITH BOTTOM GASKET CONC SLAB, SLOPE 1/4" PER FOOTTYP 3/4" 3/4" CHAMFER AT PRECAST OPENING, TYP. PREFINISHED METAL FLASHING (EXTERIOR DOORS ONLY) HM FRAME, GROUTED SOLID, TYP. DOOR AS SCHEDULED TYP3/4"HM FRAME, GROUTED SOLID, TYP. DOOR AS SCHEDULED PROVIDE MIN 4 PIPE SLEEVE ANCHORS - PATCH ANACHOR SLEEVE WITH BODY PUTTY + SAND SMOOTH STRUCTURAL PRECAST CONCRETE WALL SYSTEM TREATED WOOD BLOCKING DRIP- OMIT AT JAMB PREFINISHED METAL FLASHING ALUMINUM WINDOW SEALANT AND BACKER ROD - EACH SIDE BY WINDOW INSTALLER FASTENER CONTINUOUS COMPOSITE BLOCKING EXPANDING FOAM ALL VOIDS AT WINDOW PERIMETER (TYP.) CHAMFER INSIDE OPENINGS, TYPICAL ALL FOUR SIDES 1/2" CORES FILLED SOLID PRECAST WALL BEYOND SECTIONAL METAL OVERHEAD DOOR AND TRACK CONCRETE SLAB; SEE STRUCTURAL SEALANT AT JOINT CONCRETE APRON, SLOPED 1/4" PER FOOT; SEE STRUCT 2" PERIMETER INSULATION VAPOR BARRIER AND 6" AGGREGATE BASE FOUNDATION WALL, SEE STRUCTURAL OVERHEAD DOOR AND TRACK AS SCHEDULED- TRACK AND ANCHOR PER MFR. SET TRACK TO LIFT DOOR AS HIGH AS POSSIBLE. COORDINATE WITH MECH, ELECT, AND STRUCT WEATHERSTRIP BY DOOR CONTRACTOR STRUCTURAL PRECAST CONCRETE WALL SYSTEM FINISHED PRECAST CONCRETE EDGE, PAINT ALL EXPOSED PRECASET CONCRETE SURFACES DRIP EDGE WEATHERSTRIP BY DOOR CONTRACTOR OVERHEAD GARAGE DOOR - AS SCHEDULED. TRACK AND ANCHOR PER MFR 1/2" EXPANSION JOINT MATERIAL BELOW (AS OCCURS) STRUCTURAL PRECAST CONCRETE WALL SYSTEM 1'-0" 3/8" 2 x 6 STEEL ANGLE ANCHORED TO PRECAST WALL PANEL BY MISC. METAL, COORDINATE WITH OVERHEAD DOOR MANUFACTURER 1/2" DIA. COUNTERSUNK CONCRETE ANCHOR SEALANT8"3/8" GALVANIZED STEEL BENT PLATE WEATHERSTRIP BY DOOR CONTRACTOR OVERHEAD GARAGE DOOR - AS SCHEDULED. TRACK AND ANCHOR PER MFR 1/2" EXPANSION JOINT MATERIAL BELOW (AS OCCURS) STRUCTURAL PRECAST CONCRETE WALL SYSTEM 1'-0" PT EXPOSED PRECAST CONCRETE SURFACES 3/8" 2 x 6 STEEL ANGLE ANCHORED TO PRECAST WALL PANEL BY MISC. METAL, COORDINATE WITH OVERHEAD DOOR MANUFACTURER FOUNDATION WALL 2" PERIMETER INSULATION STOOP AS OCCURS - SEE PLAN. SEE ALSO STRUCTURAL EXTERIOR ALUMINUM THRESHOLD STOREFRONT FRAME BEYOND 1" PERIMETER INSULATION1/2"EXTERIORINTERIOR ALUMINUM STOREFRONT (SF) SYSTEM - SEE ELEVATIONS EXTERIORINTERIOR SEALANT & BACKER ROD, EACH SIDE 2 1/2" RIGID WALL INSULATION BEHIND ALUMINUM CLOSURE ALUMINUM CLOSURE PANEL BY STOREFRONT SEALANT, DO NOT OBSTRUCT WEEPS 1" PERIMETER INSULATION CLIP TO VERTICAL MULLION BY STOREFRONT - COORDINATE REQUIRED DISTANCE FROM CENTER OF ANCHOR TO EDGE OF SLAB WITH STOREFRONT SYSTEM REQUIREMENTS 1/2"3/8"STOOP AS OCCURS - SEE STRUCTURAL VAPOR BARRIER FLEXIBLE THROUGH WALL FLASHING 1" PERIMETER INSULATION FOUNDATION - SEE STRUCTURAL CONCRETE SLAB - SEE STRUCTURAL SEALANT & BACKER ROD (EACH SIDE) CONTINUOUS SEALANT - DO NOT OBSTRUCT WEEPS CURTAINWALL - SEE CURTAINWALL ELEVATION FOR FRAME DEPTH PRECAST SILL - SHAPE A CLIP TO VERTICAL MULLION BY CW SEALANT & BACKER ROD - DO NOT OBSTRUCT WEEPS FLEXIBLE THROUGH WALL FLASHING - PROVIDE END DAMS AT JAMBS METAL FLASHING #4 x 8" REBAR AT 16" O.C. MAX - EMBED 4" MIN INTO CONCRETE FOUNDATION WALL EXTERIORINTERIOR 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 501 South Eighth Street Minneapolis, MN 55404 krausanderson.com | 612 332 7281 10/12/2023 2:28:22 PMAutodesk Docs://232010 - MN CI Cottage Grove - New Utility Building/232010 - MN CI Cottage Grove - New UtilityBuilding R1.rvtAs indicatedCentral: Autodesk Docs://232010 - MN CI Cottage Grove - New Utility Building/232010 - MN CI Cottage Grove - NewUtility Building R1.rvtCITY OF COTTAGE GROVE NEW UTILITY & ENGINEERING BUILDING A5.601 DETAILS - EXTERIOR OPENINGS 12800 RAVINE PKWY COTTAGE GROVE, MN 55016 10875 IDEAL AVENUE S. COTTAGE GROVE, MN 55016 NOT FOR CONSTRUCTION 90% CD SET DRAFT JW KH 09/12/2023 232010 Minnesota 09/12/2023 John McNamara 24281 ARCHITECT 0 3" = 1'-0" STOREFRONT MULLION CONDITIOND1 3" 6" 0 6" = 1'-0" MAIN ENTRY THRESHOLDB4a 1.5" 3" 0 6" = 1'-0" SECONDARY ENTRY & EXIT DOOR THRESHOLDB7a 1.5" 3" 0 1 1/2" = 1'-0" EXT OH DOOR SILLE7 1/2'1'0 3" = 1'-0" HM HEAD AT PRECAST WALLE3 3" 6" 0 3" = 1'-0" HM JAMB AT PRECAST WALLE5 3" 6" 0 3" = 1'-0" WINDOW HEAD DETAIL (JAMB SIM) AT PRECASTF7 3" 6" 0 1 1/2" = 1'-0" EXT OH DOOR SILLE1 1/2'1' 0 1 1/2" = 1'-0" EXT OH DOOR HEAD AT PRECASTF1 1/2'1'0 1 1/2" = 1'-0" EXT OH DOOR JAMB AT C111AF3 1/2'1'0 1 1/2" = 1'-0" EXT OH DOOR JAMB AT PRECASTF5 1/2'1' 0 3" = 1'-0" THRESHOLD AT ALUM DOORD7 3" 6" 0 3" = 1'-0" SILL AT ALUMINUM STOREFRONT (SF) SYSTEM - CONCRETE STOOPD4 3" 6" 0 3" = 1'-0" SILL AT ALUMINUM STOREFRONT (SF) SYSTEM - PRECAST SILLD3 3" 6" Revisions Description Date Num FINAL CD SET DRAFT NOT FOR CONSTRUCTION SEALANT BY MECH. PRIOR TO INSTALLATION OF SLEEVE BIRD SCREEN ALUMINUM LOUVER CONT 12 GA CAVITY SEALING SLEEVE AT JAMBS & SILLS BY MECH EXTEND 4" PAST INT WALL FACE - INSTALL BEFORE LOUVER. SEAL TO CONC. W/ SEALANT. CONNECT DUCTWORK TO SLEEVE SEALANT & BACKER RODBR.LOUVER HEIGHT3/8" SEALANTSEALANT DRIP - OMIT AT JAMB SEALANT BY MECH PRIOR TO INSTALLATION OF SLEEVE BIRD SCREEN ALUMINUM LOUVER CONT 12 GA CAVITY SEALING SLEEVE AT JAMBS & SILLS BY MECH EXTEND 4" PAST INT WALL FACE - INSTALL BEFORE LOUVER. SEAL TO CONCRETE W/ SEALANT, CONNECT DUCTWORK TO SLEEVE SEALANT & BACKER RODBR.LOUVER WIDTH3/8" SEALANT3 1/8" STRUCTURAL PRECAST CONCRETE WALL SYSTEM FILL ALL VOIDS WITH SPRAY FOAM INSULATION AT PERIMETER, TYP. FILL ALL VOIDS WITH SPRAY FOAM INSULATION AT PERIMETER, TYP. ALUMINUM LOUVER BIRD SCREEN ALUMINUM FLASHING INSTALLED OVER FLEXIBLE FLASHING W/ SEALANT JOINT AT TOP. ANCHORED TO CONCRETE WITH COUNTERSUNK S. ST. SCREW/ ANCHOR CONT ANCHOR BY LOUVER MFR FLEXIBLE FLASHING SEALANT W/ BACKER ROD OR BOND BREAKER TAPE CONT 1X2 TREATED WOOD BLOCKING 3/4" COMPOSITE SUB-SILL SET ON SILL SEALER 1/8" ALUMINUM SILL FLASHING BY LOUVER MANUFACTURER SEALANT & BACKER ROD W/ WEEP HOLES, EACH SIDE OR BAFFLES BR. LOUVER HEIGHTOF SILL & SEALANTVERIFY DIM.STRUCTURAL PRECAST CONCRETE WALL SYSTEM CORROSION RESISTANT FASTENERS AT ALL TREATED WOOD CORROSION RESISTANT FASTENERS AT ALL TRETEAD WOOD FILL ALL VOIDS WITH SPRAY FOAM INSULATION AT PERIMETER, TYP. TREATED PLYWOOD (3/4") CONTINUOUS KEEPER STRIP .125" ALUMINUM SILL. PROVIDE SEALANT FOR CLOSURE AT ENDS ALUMINUM FLASHING INSTALLED OVER WINDOW FLEXIBLE FLASHING. SEALANT JOINT AT TOP. ANCHORED TO PRECAST WITH COUNTERSUNK SST SCREW/ANCHOR SEALANT & BACKER ROD - EACH SIDE BY WINDOW INSTALLER ALUMINUM WINDOW ANCHOR SILL AT 24" OC (2 MINIMUM) WINDOW FLEXIBLE FLASHING EXTEND OVER FACE OF WALL MIN. 2" PRECAST WALL AS OCCURS; SEE PLAN BRAKE METAL SILL AND TRIM TO COVER ALL PLYWOOD AND WOOD BLOCKING TREATED PLYWOOD (1/4") PITCHED TREATED PLYWOOD (3/8") 1 3/8" FACE BRICK RETURN AT JAMB BEYOND SEALANT & BACKER ROD, EACH SIDE PAINTED GALVANIZED STEEL LINTEL & CLOSURE ANGLE - SEE STRUCTURAL FLEXIBLE THROUGH WALL FLASHING PREFINISHED METAL DRIP CUT BRICK AS REQUIRED FOR ANGLE MORTAR NET 1/4" ROPE WICK AT 2'-0" O.C. - LAY HORIZONTAL IN CAVITY 8" AND EXTEND UP WALL 8" - SECURE TO INSULATION WITH/ ADHESIVE CAVITY VENT FLASHING TERMINATION BAR WALL ASSEMBLY: E-BS06 NOTE: SEE WALL SECTIONS / EXTERIOR ELEVATIONS FOR BRICK COURSING EXTERIORINTERIOR CAVITY VENT HOLLOW METAL (HM) FRAME - FILL SOLID WITH EXPANDING FOAM INSULATION NOTE: SEE OPENING SCHEDULE FOR FRAME DEPTH 1" 5/8" PLYWOOD BLOCKING 1/2" PLYWOOD BLOCKING FACE BRICK RETURN AT JAMB BEYOND CONTINUOUS SEALANT & BACKER ROD, EACH SIDE PAINTED GALVANIZED STEEL LINTEL & CLOSURE ANGLE - SEE STRUCTURAL FLEXIBLE THROUGH WALL FLASHING PREFINISHED METAL DRIP CUT BRICK AS REQUIRED FOR ANGLE PLASTIC SHIM AS REQUIRED MORTAR NET 1/4" ROPE WICK AT 2'-0" O.C. - LAY HORIZONTAL IN CAVITY 8" AND EXTEND UP WALL 8" - SECURE TO INSULATION WITH ADHESIVE CAVITY VENT FLASHING TERMINATION BAR WALL ASSEMBLY: E-BS06 ALUMINUM STOREFRONT (SF) SYSTEM NOTE: SEE WALL SECTIONS / EXTERIOR ELEVATIONS FOR BRICK COURSINGEXTERIORINTERIOR WEEP / CAVITY VENT SPRAY FOAM INSULATION COLD-FORMED STEEL STUD HEADER - SEE STRUCTURAL 5/8" PLYWOOD BLOCKING FACE BRICK RETURN AT JAMB BEYOND CONTINUOUS SEALANT & BACKER ROD, EACH SIDE PAINTED GALVANIZED STEEL LINTEL & CLOSURE ANGLE - SEE STRUCTURAL FLEXIBLE THROUGH WALL FLASHING PREFINISHED METAL DRIP CUT BRICK AS REQUIRED FOR ANGLE PLASTIC SHIM AS REQUIRED MORTAR NET 1/4" ROPE WICK AT 2'-0" O.C. - LAY HORIZONTAL IN CAVITY 8" AND EXTEND UP WALL 8" - SECURE TO INSULATION WITH ADHESIVE CAVITY VENT FLASHING TERMINATION BAR WALL ASSEMBLY: E-BS06 ALUMINUM STOREFRONT NOTE: SEE WALL SECTIONS / EXTERIOR ELEVATIONS FOR BRICK COURSING EXTERIORINTERIOR WEEP / CAVITY VENT SPRAY FOAM INSULATION COLD-FORMED STEEL STUD HEADER - SEE STRUCTURAL 5/8" PLYWOOD BLOCKING ALUMINUM SUN SHADE BY STOREFRONT EXTERIOR INTERIOR WALL ASSEMBLY: E-BSxx 3" MIN M.O., NOMINALMASONRY, NOMINAL FRAME OPENING 3/16" MASONRY, ACTUAL 1/2" PLYWOOD BLOCKING SEALANT & BACKER ROD, EACH SIDE FLEXIBLE FLASHING TREATED WOOD BLOCKING ANCHOR AS REQUIRED 1"EXPANDING FOAM INSULATION DOOR AS SCHEDULED SPRAY FOAM INSULATION NOTE: SEE OPENING SCHEDULE FOR FRAME DEPTH HOLLOW METAL (HM) FRAME - FILL SOLID WITH EXPANDING FOAM INSULATION 5/8" PLYWOOD BLOCKING 1/2"BOND BREAKER CONTINUOUS SEALANT & BACKER ROD, EACH SIDE PLASTIC SHIM AS REQUIRED EXTERIOR INTERIOR WALL ASSEMBLY: E-BSxx ALUMINUM STOREFRONT (SF) SYSTEM ALIGN** NOTE:ALIGN INTERIOR FACE OF GLAZING TO EXTERIOR FACE OF SHEATHING, TYPICAL. ADJUST AS REQUIRED TO PROVIDE 3/4" MINIMUM OVERLAP OF ALUMINUM FRAME AND BRICK. FLEXIBLE FLASHING EDGE OF STOOL BELOW EXPANDING FOAM INSULATION BY STOREFRONT (SF) SYSTEM INSTALLER 3" MIN 1/2" PLYWOOD BLOCKING SPRAY FOAM INSULATION SF SYSTEM / M.O., NOMINALMASONRY, NOMINAL SF SYSTEM, ACTUALMASONRY, ACTUAL EDGE OF SILL BELOW1/2"5/8" PLYWOOD BLOCKING 3/16" CONTINUOUS SEALANT & BACKER ROD, EACH SIDE PLASTIC SHIM AS REQUIRED EXTERIOR INTERIOR WALL ASSEMBLY: E-BSxx ALUMINUM WINDOW ALIGN** NOTE:ALIGN INTERIOR FACE OF GLAZING TO EXTERIOR FACE OF SHEATHING, TYPICAL. ADJUST AS REQUIRED TO PROVIDE 3/4" MINIMUM OVERLAP OF ALUMINUM FRAME AND BRICK. FLEXIBLE FLASHING EDGE OF STOOL BELOW EXPANDING FOAM INSULATION BY WINDOW INSTALLER 3" MIN 1/2" PLYWOOD BLOCKING SPRAY FOAM INSULATION WINDOW / M.O., NOMINALMASONRY, NOMINAL WINDOW, ACTUAL 3/16" MASONRY, ACTUAL EDGE OF SILL BELOW1/2"5/8" PLYWOOD BLOCKING SEALANT STOOL AS OCCURS WOOD BLOCKING EXTERIOR CLADDING AND SILL AS OCCURS; SEE WALL SECTIONS COLD FORMED STEEL FRAMING AS OCCURS GWB AS OCCURS CAVITY VENT 1/2" PLYWOOD BLOCKING HORIZONTAL REINFORCING CONTINUOUS 1x2 TREATED WOOD BLOCKING 3/4" TREATED PLYWOOD SUB-SILL SET ON SILL SEALER 1/8" ALUMINUM SILL - ANCHOR SILL AT 24" O.C. (2 MINIMUM) SILL FLEXIBLE FLASHING - LAP 1" MIN ONTO FACE OF BRICK BELOW ALUMINUM FLASHING INSTALLED OVER SILL FLEXIBLE FLASHING. SEALANT JOINT AT TOP. ANCHORED TO BRICK WITH COUNTERSUNK SST SCREWS / ANCHORS CONTINUOUS SEALANT & BACKER ROD, EACH SIDE STOOL AS SPECIFIED OVER PLYWOOD BLOCKING - EXTEND OUT AT GWB FURRING CONDITION CONTINUOUS SEALANT & BACKER ROD ALUMINUM STOREFRONT (SF) SYSTEM FACE BRICK RETURN AT JAMB BEYOND CUT BRICK AS REQUIRED WEATHER BARRIER - APPLY CONTINUOUS OVER BLOCKING AND UNDER WINDOW FLEXIBLE FLASHING FILL VOID WITH EXTERIOR BATT INSULATION NOTE: SEE WALL SECTIONS / EXTERIOR ELEVATIONS FOR BRICK COURSING EXTERIORINTERIOR WALL ASSEMBLY: E-BSxx BRICK EXPANSION JOINT FILLER 3" MINSPRAY FOAM INSULATION CONTINUOUS 2x4 WOOD BLOCKING CAVITY VENT 1/2" PLYWOOD BLOCKING HORIZONTAL REINFORCING CONTINUOUS 1x2 TREATED WOOD BLOCKING 3/4" TREATED PLYWOOD SUB-SILL SET ON SILL SEALER 1/8" ALUMINUM SILL - ANCHOR SILL AT 24" O.C. (2 MINIMUM) WINDOW FLEXIBLE FLASHING - LAP 1" MIN ONTO FACE OF BRICK BELOW ALUMINUM FLASHING INSTALLED OVER WINDOW FLEXIBLE FLASHING. SEALANT JOINT AT TOP. ANCHORED TO BRICK WITH COUNTERSUNK SST SCREWS / ANCHORS CONTINUOUS SEALANT & BACKER ROD, EACH SIDE STOOL AS SPECIFIED OVER PLYWOOD BLOCKING - EXTEND OUT AT GWB FURRING CONDITION CONTINUOUS SEALANT & BACKER ROD ALUMINUM WINDOW FACE BRICK RETURN AT JAMB BEYOND CUT BRICK AS REQUIRED WEATHER BARRIER - APPLY CONTINUOUS OVER BLOCKING AND UNDER WINDOW FLEXIBLE FLASHING FILL VOID WITH EXTERIOR BATT INSULATION NOTE: SEE WALL SECTIONS / EXTERIOR ELEVATIONS FOR BRICK COURSING EXTERIORINTERIOR WALL ASSEMBLY: E-BSxx BRICK EXPANSION JOINT FILLER 3" MINSPRAY FOAM INSULATION CONTINUOUS 2x4 WOOD BLOCKING 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 501 South Eighth Street Minneapolis, MN 55404 krausanderson.com | 612 332 7281 10/12/2023 2:28:26 PMAutodesk Docs://232010 - MN CI Cottage Grove - New Utility Building/232010 - MN CI Cottage Grove - New UtilityBuilding R1.rvtAs indicatedCentral: Autodesk Docs://232010 - MN CI Cottage Grove - New Utility Building/232010 - MN CI Cottage Grove - NewUtility Building R1.rvtCITY OF COTTAGE GROVE NEW UTILITY & ENGINEERING BUILDING A5.602 DETAILS - EXTERIOR OPENINGS 12800 RAVINE PKWY COTTAGE GROVE, MN 55016 10875 IDEAL AVENUE S. COTTAGE GROVE, MN 55016 NOT FOR CONSTRUCTION 90% CD SET DRAFT JW KH 09/12/2023 232010 Minnesota 09/12/2023 John McNamara 24281 ARCHITECT 0 1 1/2" = 1'-0" LOUVER HEAD AND JAMBB5 1/2'1' 0 1 1/2" = 1'-0" LOUVER SILL AT PRECASTD7 1/2'1'0 3" = 1'-0" SILL DETAIL AT PRECASTD1 3" 6" 0 3" = 1'-0" HEAD DETAIL AT EXTERIOR HM FRAME - ASSEMBLY E-BS06B1a 3" 6" 0 3" = 1'-0" HEAD DETAIL AT ALUMINUM STOREFRONT (SF) - ASSEMBLY E-BS06B3 3" 6" 0 3" = 1'-0" HEAD DETAIL AT ALUMINUM WINDOW - ASSEMBLY E-BS06C7 3" 6" 0 3" = 1'-0" JAMB DETAIL AT EXTERIOR HM FRAME - ASSEMBLY E-BS06D3 3" 6" 0 3" = 1'-0" JAMB DETAIL AT ALUMINUM STOREFRONT (SF) - ASSEMBLY E-BS06D5 3" 6" 0 3" = 1'-0" JAMB DETAIL AT ALUMINUM WINDOW - ASSEMBLY E-BS06F3 3" 6" 0 1 1/2" = 1'-0" STOOL DETAIL AT WINDOW, STEEL STUD BACKUPF7 1/2'1' 0 3" = 1'-0" SILL DETAIL AT ALUMINUM STOREFRONT (SF) - ASSEMBLY E-BS06F5 3" 6" 0 3" = 1'-0" SILL DETAIL AT ALUMINUM WINDOW - ASSEMBLY E-BS06F1 3" 6" Revisions Description Date Num FINAL CD SET DRAFT NOT FOR CONSTRUCTION SEALANT/BACKER ROD 1/2" GYPSUMSHEATHING WEATHER BARRIER- WRAP INTO OPENING METAL PANEL OR SIDING 7/8" HAT CHANNEL 5/8" GWB 6" STEEL STUDS W/ SPRAY FOAM INSUL METAL FLASHING BY LOUVER CONTRACTOR WITH FLEXIBLE FLASHING OVER AND EXTENDING UP WALL 8" SEALANT JT W/ ROPE WICKS AT 24" OC ALUMINUM LOUVER SEALANT 5/8" GWB 7/8" HAT CHANNEL METAL PANEL WEATHER BARRIER- WRAP INTO SILL 6" STEEL STUDS W/ SPRAY FOAM INSUL 5/8" GYPSUMSHEATHING NOTES APPLY A5.504 D5 NOTES APPLY A5.701 E1 FILL VOID W/ EXT BATT INSUL 60°30°NOTE: SEE ROOF PLAN FOR SLOPE. NOTE: SUMP MAY ROTATE 90 TO ACCOMMODATE ROOF RAIN/ STRUCTURE CONFLICT 4'-0" X 1'-4" AREA IN WHICH ROOF DRAIN AND OVERFLOW ROOF DRAIN CAN BE PLACED TAPERED INSULATION ROOF DRAIN WITH 2" OVERFLOW COLLAR - SEE MECHANICAL TYPICAL ROOF TAPER - SEE ROOF PLAN ROOF DRAIN - SEE MECHANICAL F3 A5.701 _______1'-0"4'-0"1'-0"2'-4" 1'-4" 2'-4" ROOF DRAIN TAPERED INSULATION AS OCCURS BASE INSULATION - SEE ROOF PLAN GENERAL NOTES FOR THICKNESS WATER STOP MASTIC, CONTINUOUS ROOF MEMBRANE ROOF DECK - SEE STRUCT LC DRAIN 1"2'-4" MAX 1"CONTINUOUS ROOFING MEMBRANE METAL COPING (FREE TO MOVE) METAL JOINT COVER 2' -0" 10' -0" M A X 1 ' -0 "COPING MUST BE INSTALLED TO ALLOW IT TO EXPAND AND CONTRACT AT JOINTS TYP FASTENER AT JOINT COVER SHOP FABRICATED PREFORMED CORNERS, TYPICAL FASTEN @ MIDSPAN ONLY B1 A5.701 _______ D6 A5.502 _______ D3 A5.701 _______ SEE ROOF PLAN FOR PARAPET DETAIL REFERENCE (FIELD PAINT) COUNTERFLASHING TO MATCH COLOR OF BRICK BEYOND BRICK WALL BEYOND D3 A5.701 _______ D1 A5.701 _______ WEATHER BARRIER- EXTEND UP TO FRONT FACE OF BLOCKING AT COPING EPDM- EXTEND UP TO HORIZ METAL AND ADHERE TO WALL COUNTERFLASHING TO SET UNDER COPING AND EXTEND UP UNDER METAL FLASHING AT BRICK SEALANT COPING METAL FLASHING BY 04 20 00 OVERLAP2" MINNOTES APPLY --- - BRICK SEALANT METAL COUNTERFLASHING FASTENER LOCATION 1" BLDG EXP JOINT CONTINUOUS ROOFING MEMBRANE (FREE TO MOVE) METAL JOINT COVER METAL COPING B5 A5.701 _______ F5 A5.701 _______ D6 A5.502 _______ COPING MUST BE INSTALLED TO ALLOW IT TO EXPAND AND CONTRACT 1" AT BLDG EXPANSION JOINTS TYP FASTENER AT JOINT COVER FASTEN @ MIDSPAN ONLY (FIELD PAINT) COUNTERFLASHING TO MATCH COLOR OF BRICK BEYOND BRICK WALL BEYOND F5 A5.701 _______ F5 A5.701 _______ NOTES APPLY --- - WEATHER BARRIER- EXTEND UP TO FRONT FACE OF BLOCKING AT COPING BUILDING EXPANSION JOINT SIM EPDM UNDER COPING - EXTEND UP TO HORIZ METAL AND ADHERE TO WALL COUNTERFLASHING TO SET UNDER COPING AND EXTEND UP UNDER METAL FLASHING AT BRICK COMPRESSIBLE FILLER METAL FLASHING BY 04 20 00 NOTES APPLY --- - TYPICAL CONSTRUCTION ALL SIDES: 1/2" PLYWOOD W/ 2X2 INSIDE CORNERS, ROOFING MEMBRANE, 16 GA PREPAINTED GALVANIZED SHEET METAL COVER CANT AS REQUIRED BY ROOFING SYSTEM FLASHING NOTE: WIDTH OF BOX TO BE 1'-0" FOR ONE PIPE PLUS 4" EACH ADDITIONAL PIPE STRUCTURE AS OCCURS FIRE STOP JOINT SYSTEM AT RATED ROOF DECK ROOF INSULATION PACK WITH EXTERIOR BATT INSULATION SEALANT AROUND ALL PIPES PIPES STACKED IN SAME HORIZONTAL PLANE- SEE MECHANICAL TOP TO BE REMOVABLE 12 2 2 6 62 2 4 42 12 2 2 6 62 2 4 2 48 1/8"6"8 3/4"1'-0" 6"45° 00' 00"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 501 South Eighth Street Minneapolis, MN 55404 krausanderson.com | 612 332 7281 10/12/2023 2:28:29 PMAutodesk Docs://232010 - MN CI Cottage Grove - New Utility Building/232010 - MN CI Cottage Grove - New UtilityBuilding R1.rvtAs indicatedCentral: Autodesk Docs://232010 - MN CI Cottage Grove - New Utility Building/232010 - MN CI Cottage Grove - NewUtility Building R1.rvtCITY OF COTTAGE GROVE NEW UTILITY & ENGINEERING BUILDING A5.701 DETAILS - EXTERIOR ROOF 12800 RAVINE PKWY COTTAGE GROVE, MN 55016 10875 IDEAL AVENUE S. COTTAGE GROVE, MN 55016 NOT FOR CONSTRUCTION 90% CD SET DRAFT JW KH 09/12/2023 232010 Minnesota 09/12/2023 John McNamara 24281 ARCHITECT 0 1 1/2" = 1'-0" LOUVER HEAD AT METAL PANELE1 1/2'1' 0 3/4" = 1'-0" LOUVER SILL AT METAL PANELF1 1' 2' 0 1 1/2" = 1'-0" ROOF CRICKET PLAN VIEWB7 1/2'1' 0 3/8" = 1'-0" ROOF DRAIN TYPICAL SUMP PLANE3 2' 4' 0 3/4" = 1'-0" ROOF DRAIN SUMP SECTIONF3 1' 2' NOT TO SCALE TYPICAL JOINT COVERB1 NOT TO SCALE COPING DETAILSD7 0 1 1/2" = 1'-0" COPING AT WALL ELEVATIONB3 1/2'1' 0 3" = 1'-0" COPING AT WALL SECTIOND3 3" 6" 0 1 1/2" = 1'-0" COUNTERFLASHING EDGED1 1/2'1' NOT TO SCALE TYP EXP JOINT COVERB5 NOT TO SCALE COPING DETAILS AT EXPANSION JOINTD5 0 1 1/2" = 1'-0" COPING AT WALL ELEVATION AT EXPANSION JOINTE5a 1/2'1' 0 1 1/2" = 1'-0" COPING AT WALL SECTION AT EXPANSION JOINTF5 1/2'1' 0 1 1/2" = 1'-0" PIPING BOXF7 1/2'1' Revisions Description Date Num FINAL CD SET DRAFT NOT FOR CONSTRUCTION BLOCKING AS REQUIRED. SECURE TO DECK INSULATION STRUCTURAL DECK AS OCCURS TREATED WOOD CURB - VERIFY REQD HEIGHT BASED ON INSUL THICKNESS ROOFING SYSTEM BASE FLASH - CARRY OVER THE TOP OF THE CURB, SEAL ALL SIDES SHEET METAL CAP, SEAL @ ENDS WATERSTOP MASTIC GALV EQUIPMENT ANCHOR PLATE BY MECH, LAG BOLT TO CURB W/GASKETED WASHER 2 4 2 4 2 4 2 42 4 2 4 2 4 42 CANT AS REQUIRED BY ROOFING SYSTEM PIPING OR CONDUCT AS OCCURS MECH UNIT AS OCCURS VARIESABOVE FIN ROOF8" MINMIN 4 1/2" ROOFING SYSTEM STRUCTURE AS OCCURS PRE-MANUFACTURED ROOF CURB - INSTALLED BY MECHANICAL CONTRACTOR WOOD BLOCKING AS REQUIRED, TO MAINTAIN CURB 8" ABOVE ROOF - SECURE TO DECK CANT AS REQUIRED BY ROOFING SYSTEM BASE FLASH- CARRY OVER TOP OF CURB COUNTER FLASHING BY EQUIP SUPPLIER MECH EQUIP & COVER BY MECH OR BY EQUIP SUPPLIER 62VARIESABOVE FIN ROOF8" MINSHEET METAL FLASHING INSULATION THICKNESS VARIES ATTACHMENT PER ROOFING MFR REQUIREMENTS ROOF MEMBRANE STAINLESS STEEL CLAMPING RING PREFORMED PIPE FLASHING BOOT PREFORMED PIPE FLASHING BOOT VENT STACK (SEE MECH) ELASTOMERIC SEALANT FILL VOIDS W/ URETHANE FOAM INSULATION FIRE SEAL1'-0" MINVARIES 1" MIN CLEAR1 1/2" 1/2"VARIESVERIFY2"10"4" MIN 2" VERIFY MIN NOTE: TREATED NAILER REQUIRED IF STACK EXCEEDS 1'-6" DIA 18 GA GI SLEEVE, FASTEN TO DECK BY MECH INSULATION, THICKNESS VARIES ROOF MEMBRANE ROOF FLASHING GALV METAL HOOD BY MECH STAINLESS STEEL CLAMP RING BY MECH SEALANT COMBUSTION STACK, VERIFY SIZE SEE MECH STEEL ANGLES - SEE STRUCT METAL DECKING - SEE STRUCT INSULATION AS OCCURS WOOD BLOCKING AS REQUIRED ROOF MEMBRANE- EXTEND OVER TOP OF CURB COUNTER FLASHING 1/2" PLYWOOD FASTENERS 8" OC(MAX) EXTEND ROOFING ACROSS EXP JOINT EXTERIOR BATT INSUL W/ POLY VAPOR BARRIER SHEET METAL EXPANSION JT COVER CANT AS REQUIRED BY ROOFING SYSTEM8: MINBOND BEAM STEEL ANGLE - SEE STRUCT ROOF JOIST - SEE STRUCT ROOF DECKING - SEE STRUCT WOOD BLOCKING MORTAR NET STEEL ANGLE - SEE STRUCT COUNTERFLASHING, SEE ROOF DETAILS EXPANSION JOINT COVER OVER FLEXIBLE FLASHING ROOF MEMBRANE, WRAP OVER WOOD BLOCKING EXTERIOR BATT INSUL W/POLY VAPOR BARRIER 4" CONC BLK CAVITY WALL INSUL/ GROUT CAVITY SOLID FLEXIBLE FLASHING W/ VENTS CONC BLK 2 1/2" CAVITY WALL INSUL OVER CONT WEATHER BARRIER FACE BRICK 8" MINNOTES APPLY --- - CONCRETE BLOCK THROUGH WALL DRAIN W/ REMOVABLE GRATE- SEE MECH ROOFING SYSTEM INSULATION NOTES APPLY --- - F7 A5.702 _______ ANCHOR FLANGE TO MASONRY, SEE MECH THREADED CONNECTION EXTERIOR WALL CAST METAL DOWNSPOUT NOZZLE, SEE MECH BACKER ROD AND SEALANT AROUND PERIMETER CORE DRILL MASONRY, SEE MECH4" TYPOPENING OF DRAIN, SEE ROOF PLAN SEE EXTERIOR ELEVATIONS CURB W/ INTEGRAL FLASHING & INSULATION - EXTEND ROOFING MEMBRANE UP UNDER FLASHING AND SECURE INSULATED HATCH COVER AUTOMATIC HOLD OPEN SEE ROOF PLAN SIM STEEL ANGLE TYPICAL, SEE STRUCT _______D1 A5.702 CANT AS REQUIRED BY ROOFING SYSTEM SHEET METAL FLASHING TO COVER CANT (ONLY AT BUR)ROOFMAINTAIN8" ABOVEWOOD BLOCKING AS REQUIRED TO MAINTAIN 8 ABOVE ROOF COVER EXPOSED WOOD BLOCKING W/ 5/8" GWB COORD. DIM WITH MECH COORD. DIM WITH MECHPRE-MANUFACTURED ROOF CURB - INSTALLED BY MECHANICAL CONTRACTOR SUPPLY/ RETURN DUCTWORK - SEE MECH COORD LOCATION AND SIZE 5-1/2" INSULATION AND VAPOR BARRIER TO COMPLETELY FILL VOID BETWEEN CURB AND DUCTWORK SEALANT JOINT ALL SIDES ROOF TOP UNIT ABOVE - SEE MECH D1 A5.702 _______ INSULATION THICKNESS VARIES ROOFING SYSTEM SHEET METAL PITCH PAN, SOLDERED/ WELDED WATERTIGHT NON SHRINKING GROUT POURABLE SEALER AROUND PENETRATIONS STEEL PIPE FILLED W/ EXPANDING FOAM INSULATION PREFINISHED SHEET METAL FLASHING FILL VOIDS W/ URETHANE FOAM INSULATION FIRE SEAL WOOD BLOCKING ROOF DECK HOLE DRILLED IN STEEL FOR FOAMING 3 '-0 " 2'-0"4"4"4"6"1"3"SET IN CONCRETE FILL W/ CONC PITCH 1/4" PER FOOT AWAY FROM BOLLARD TOP OF SLAB OR FINISHED GRADE FIELD PAINTED GALVANIZED 6" DIA STEEL PIPE PIPE BOLLARD CAP 4"3'-8"3'-6"8"8" 3/4" DIA LIGHTNING ARRESTOR SPIKE TO EXTEND 12" BELOW FOOTING. 4"x 4"x 3/16" STEEL SUPPORT PLATE 3/16" TO 1/2" STEEL PLATE STEEL CENTERING WEDGES CONCRETE 16 GA GALVANIZED CORRUGATED SLEEVE TAMPED WITH SCREENED DRY SAND 4" SAND 4" BROOM FINISHED CONC WOOD WEDGES WATERPROOF CONC CAULKING COMPOUND FLASH COLLAR FLAG POLE TRUCK BALL DRAIN 1/4"/FT COMPACTED SUBGRADE 3'-0" 3'-9"5'-0"1'-0"1'-4" 2'-2" 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 501 South Eighth Street Minneapolis, MN 55404 krausanderson.com | 612 332 7281 10/12/2023 2:28:32 PMAutodesk Docs://232010 - MN CI Cottage Grove - New Utility Building/232010 - MN CI Cottage Grove - New UtilityBuilding R1.rvtAs indicatedCentral: Autodesk Docs://232010 - MN CI Cottage Grove - New Utility Building/232010 - MN CI Cottage Grove - NewUtility Building R1.rvtCITY OF COTTAGE GROVE NEW UTILITY & ENGINEERING BUILDING A5.702 DETAILS - EXTERIOR ROOF 12800 RAVINE PKWY COTTAGE GROVE, MN 55016 10875 IDEAL AVENUE S. COTTAGE GROVE, MN 55016 NOT FOR CONSTRUCTION 90% CD SET DRAFT JW KH 09/12/2023 232010 Minnesota 09/12/2023 John McNamara 24281 ARCHITECT 0 1 1/2" = 1'-0" EQUIPMENT CURBC1a 1/2'1' 0 1 1/2" = 1'-0" PENETRATION CURBD1 1/2'1' NOT TO SCALE MEMBRANE ROOF VENTF3NOT TO SCALE MEMBRANE ROOF COMBUSTION STACKF1 0 1 1/2" = 1'-0" BUILDING EXPANSION JOINTC3 1/2'1' 0 1 1/2" = 1'-0" BUILDING EXPANSION JOINTD5 1/2'1'0 1 1/2" = 1'-0" DRAIN AT CANOPYD3 1/2'1' 0 3" = 1'-0" DOWNSPOUT NOZZLE ELEVATIONE7a 3" 6" 0 3" = 1'-0" DOWNSPOUT NOZZLE SECTIONF7 3" 6" 0 1" = 1'-0" ROOF HATCHB3 9" 1'-6" 0 1/2" = 1'-0" PLAN DETAIL AT INSUL. UNDER RTUD7 1'-6" 3' NOT TO SCALE STEEL TUBE ROOF PENETRATION DETAILF5 0 1" = 1'-0" CONCRETE SPLASHBLOCKC7 9" 1'-6" 0 1/2" = 1'-0" BOLLARD DETAILB7 1'-6" 3' 0 1/2" = 1'-0" FLAGPOLE DETAILB5 1'-6" 3' Revisions Description Date Num FINAL CD SET DRAFT NOT FOR CONSTRUCTION GENERAL STRUCTURAL NOTES GENERAL STRUCTURAL NOTES These notes are provided for typical conditions. See plans and details for specific requirements in other areas. DEFERRED STRUCTURAL SUBMITTALS Deferred submittals are those portions of the design which are not submitted at the time of permit application but are to be submitted to the building official prior to installation. Deferred submittals are governed by Minnesota State Building Code section 1300.0130. The following items are to be issued as deferred submittals: Precast concrete units Steel connections Steel joists: joist girders, special joists, and bridging Cold-formed steel framing Curtainwall systems Steel stairs and landings, railings For all deferred structural submittals, include design and calculations prepared and certified by an engineer licensed to practice in the state in which the project is located as part of the submittal documents. See specification for additional shop drawing requirements. Provide deferred submittals a minimum of 30 days prior to installation, and after contractor's review, to the architect for review for general conformance to the contract documents. After architect's review, submit to building official for review and approval. Do not install deferred submittal items until submittal documents have been reviewed and approved by the building official. Refer to architectural, civil, mechanical, and electrical drawings for additional deferred submittal components. COORDINATION -- ARCHITECTURAL, MECHANICAL AND ELECTRICAL ITEMS Verify all depressions, dimensions, elevations, openings, equipment supports, and details and coordinate by reference to architectural, mechanical, and electrical drawings. OPENINGS Verify size and location of all openings with architectural, mechanical, and electrical drawings. Structural drawings do not necessarily show all openings. Place openings in floor and roof not shown on structural drawings between structural members. Notify Structural Engineer before openings larger than 12" in any dimension are added. Obtain prior approval from Structural Engineer before making any openings through structural members if the openings are not shown on the structural drawings. DESIGN CODES AND STANDARDS International Building Code (IBC) 2018 – As amended by the Minnesota State Building Code 2020 American Society of Civil Engineers (ASCE) 7-16 –Minimum Design Loads and Associated Criteria for Buildings and Other Structures International Code Council (ICC) 500-14 –ICC/NSSA Standard for the Design and Construction of Storm Shelters American Concrete Institute (ACI) 318-14 –Building Code Requirements for Structural Concrete The Masonry Society (TMS) 402/602-2016 –Building Code Requirements and Specification for Masonry Structures American Institute of Steel Construction 360-16 –Specification for Structural Steel Buildings (AISC 360) American Institute of Steel Construction –Steel Construction Manual – Fifteenth Edition (AISC 15th) American Welding Society D1.1-2015 –Structural Welding Code –Steel and D1.3-2008 –Structural Welding Code – Sheet Steel as modified by AISC Specifications Steel Joist Institute (SJI) 100-2020 –Standard Specification for K-Series, LH- Series, and DLH-Series Open Web Steel Joists and for Joist Girders Steel Joist Institute (SJI) 200-2015 –Standard Specification for CJ-Series Composite Steel Joists Steel Deck Institute RD-2017 – Standard for Steel Roof Deck (SDI RD) Steel Deck Institute C-2017 – Standard for Composite Steel Floor Deck – Slabs (SDI C) DESIGN STRESSES Reinforcing Steel (Fy) 60,000 psi (A615, Grade 60) Concrete (f'c) (28-day compressive strength) 5,000 psi for exterior concrete 4,000 psi unless noted 4,000 psi for interior slab on grade 3,000 psi for footings 3,000 psi (pre-mixed grout) for masonry cores, lintels, and bond beams 5,000 psi for non-shrink grout (ASTM C1107) Masonry (28-day compressive strength) 2,000 psi prism strength (f'm) 2,000 psi CMU compressive strength 3,000 psi grout strength Structural Steel (Fy) 50,000 psi (A992 or A572 Grade 50) for W shapes 36,000 psi (A36) for bars, plates, angles, and other shapes 50,000 psi (A500, Grade C) for rectangular structural tubing 46,000 psi (A500, Grade C) for round structural tubing 35,000 psi (A53, Type E or S, Grade B) for pipes 55,000 psi (F1554, Grade 55) for anchor rods 65,000 psi Fu (A108) for headed studs 70,000 psi (E70XX) for welding electrodes DESIGN LOADS Roof Loads: Roof Dead Load: 22 psf superimposed. Includes allowance for ballasted roof. Limit dead load to 13 psf for roof uplift calculation to allow for fully-adhered membrane roof system. Solar-Ready Roof: 15 psf additional dead load Do not include solar panel load in uplift calculation. Roof Snow Load Parameters Ground Snow Load: 50 psf Exposure Factor (Ce): 1.0 Occupancy Importance Factor: 1.0 Thermal Factor (Ct): 1.0 typical, 1.2 at Cold Storage Flat-Roof Snow Load (Pf): 35 psf Snow Drift Loads: In accordance with ASCE 7 Chapter 7. Mechanical Room: Snow load + 20-psf hanging load See Steel Joist and Bridging section for additional bend-check load. Floor Live Loads: Mechanical Rooms: 150 psf Stairs and Corridors: 100 psf Storage: 150 psf Stair Treads: 300 # concentrated load Wind Loads: ASCE 7 Directional Procedure Parameters: Risk Category: II Exposure: C Basic design wind speed: 109 MPH (3 second gust) Allowable stress design wind speed: 85 MPH Wind Directionality Factor (Kd): 0.85 Topographic Factor (Kzt): 1.0 Ground Elevation Factor (Ke): 1.0 Internal Pressure Coefficient (GCpi): +/-0.18 Components and Cladding Wind Loads (ultimate): Roof Uplift: Interior Zones: 33 psf Edge Zones: 44 psf (within 15’-0” of edge, away from corner zone) Corner Zones: 49 psf (within 15’-0” of corner and 5’-0 of edge) Overhangs: 84 psf Walls: Interior Zones: 26 psf Corner Zones: 29 psf (within 10’-0” of corner) Parapets: 107 psf Seismic Loads Seismic design not required per MSBC 1305.0011 Subparagraph 4. SOLAR-READY ROOFS Portions of the roof have been designed for a ballasted solar panel system. The solar panel system is to include tube spreaders below the ballast racks to obtain a uniform load on the primary structure. TEMPORARY BRACING This structure is a non-self-supporting steel frame that requires interaction with slabs, steel deck, and masonry or concrete walls to provide the required lateral stability. Provide required temporary bracing for structural steel until permanent bracing, slabs, steel deck, and walls are in place. Provide temporary bracing for all walls (concrete, masonry, or cold formed steel) until they are of adequate design strength and are properly anchored in final form. GEOTECHNICAL INFORMATION The foundation design is based on the recommendations contained in Geotechnical Report number __ prepared by __ and dated __. Allowable foundation pressures are to be verified in field by a licensed professional geotechnical engineer. Foundation design requires the use of __ backfill outlined in the geotechnical report. Foundation design parameters are as follows: Net soil bearing capacity Strip footings: __ psf Spread footings: __ psf Lateral Soil Pressure (equivalent fluid pressure) Lateral pressure on foundation walls: __ psf/ft Lateral pressure on cantilever retaining walls: __ psf/ft Passive soil pressure: __ psf/ft Coefficient of friction: 0.__ BACKFILLING Backfill and materials behind foundation and retaining walls shall be as outlined in the Geotechnical Report. Do not backfill or compact earth against walls retaining earth until supporting slabs have reached 75% of their design strength or adequate bracing is in place. Provide bracing drawings designed and certified by an Engineer licensed in the state in which the project is located for record only. Backfill evenly on both sides of foundation walls to prevent overturning or lateral wall movement. KEY PLAN STRUCTURAL ABBREVIATIONS A SFOOTING STEP MATERIAL LIMIT LINES MATERIAL NOT INCLUDED IN LIMIT LINES DIMENSION LINES STEEL BEAM CONTINUOUS MOMENT CONNECTION FOR SPAN OF STRUCTURAL ELEMENT STEEL BEAMS OVER SUPPORT HIDDEN EXISTING BUILDING LINE BREAK LINE DIRECTION OF SLOPE EXISTING BUILDING LINE X XXX 1 MATCHLINE GRID BUBBLE REVISION MARK - INDICATES A CHANGE AFTER CONTRACT DOCUMENT ISSUE DRAWING NUMBER WHERE SECTION IS FOUND SECTION NUMBER DETAIL NUMBER L1 1 BP1 KEY NOTES - SPECIFIC NOTES KEYED TO AN ELEMENT OR AREA, SEE SCHEDULE LINTEL MARK - SEE SCHEDULE BEARING PLATE MARK - SEE SCHEDULE STRUCTURAL SYMBOLS X XXX X XXX DRAWING NUMBER WHERE DETAIL IS FOUND DRAWING NUMBER WHERE ELEVATION IS FOUND ELEVATION NUMBER EMBED PLATE MARK - SEE SCHEDULEEP1 PILE CAP MARK - SEE SCHEDULEPC1 STUD RAIL MARK - SEE SCHEDULESR1 TOP OF SLAB ELEVATION CHANGE (STEPPED OR SLOPED) SW1 SHEAR WALL MARK - SEE SCHEDULE LOCATION OF BEAM BRACE XXX PLF TOTAL IN-PLANE SHEAR FORCE TO BE RESISTED BY PRECAST WALL PANEL. NEED NOT BE SUPERIMPOSED WITH DRAG STRUT FORCES INDICATED BY KEYNOTE. CF4-0 FOOTING MARK FOR COLUMNS - SEE SCHEDULE SLAB REINFORCING - BOTTOM BARS SLAB REINFORCING - TOP BARS WF2-0 FOOTING MARK FOR WALLS - SEE SCHEDULE STRUCTURAL WOOD WALL MARK - SEE SCHEDULE LOCATION OF BRACED FRAME LOW END OF BRACE HIGH END OF BRACE ADDN'L Additional ALT Alternate AB Anchor Bolt &And L Angle ARCH Architect or Architectural @ At BSMT Basement BM Beam BRG Bearing BTWN Between BB Bond Beam BOT Bottom BLDG Building CANT Cantilever CTR Center CL Center Line CTR'D Centered C Channel CLR Clear COL Column COMP Composite CONC Concrete CMU Concrete Masonry Unit CONN Connection CONST Construction CONT Continuous CJ Control Joint DL Dead Load DEFL Deflection DBA Deformed Bar Anchor DTL Detail DIAG Diagonal DIA Diameter DIM Dimension DWL(S) Dowel(s) DWG(S)Drawing(s) EA Each EF Each Face EW Each Way E East E-W East - West Fe Effective Force (P.T.) ELEC Electrical EL Elevation ELEV Elevator EQ Equal EXP Expansion EJ Expansion Joint EXT Exterior FV Field Verify FLG Flange FLR Floor FT Foot FTG Footing FDN Foundation GALV Galvanized GA Gauge GC General Contractor GB Grade Beam H H Shaped Column HS Headed Stud(s) HSS Hollow Structural Section HK Hook HORIZ Horizontal IN Inch INFO Information ID Inside Diameter IF Inside Face INSUL Insulation INT Interior JT Joint JST(S)Joist(s) KIP 1 Kip = 1,000 lbs K Kips KLF Kips per Linear Foot KSF Kips per Square Foot KSI Kips per Square Inch LSL Laminated Strand Lumber LVL Laminated Veneer Lumber LWC Light Weight Concrete LL Live Load LLH Long Leg Horizontal LLV Long Leg Vertical LSH Long Side Horizontal LSV Long Side Vertical MFG Manufacturer or Manufacturing MAS Masonry MO Masonry Opening MAT Material MAX Maximum MEP Mechanical, Electrical, and Plumbing MECH Mechanical MEZZ Mezzanine MIN Minimum MISC Miscellaneous MC Miscellaneous Channel M Moment N North N-S North - South NTS Not To Scale NO Number OC On Center OPNG Opening OPP Opposite OD Outside Diameter OF Outside Face /Per PL Plate PT Post-Tensioned/Tensioning #Pound or Number PLF Pound per Linear Foot PSI Pound per Square Inch PC Precast REINF Reinforcing or Reinforce REBAR Reinforcing Bar REQ'D Required SCH Schedule V Shear SHT Sheet SIM Similar SOG Slab on Grade S South SPS Spaces SPEC Specification SQ Square STD Standard STL Steel STRUCT Structure TEMP Temporary or Temperature THRU Through T&B Top and Bottom TOB Top of Beam TOF Top of Footing TOS Top of Slab TYP Typical UNO Unless Noted Otherwise VER Verify VIF Verify in Field VERT Vertical WWF Welded Wire Fabric W West or Wide Flange WND Window W/ With W/O Without WD Wood WP Workpoint GLU-LAM Glue Laminated Wood MPH Miles per Hour NOM Nominal PSL Parallel Strand Lumber PCF Pounds per Cubic Foot T/ Top of Element WW1 CC1 COLUMN MARK - STEEL, CONCRETE, OR PRECAST - SEE SCHEDULE SC1 PC1 MP1 PIER MARK - MASONRY OR CONCRETE - SEE SCHEDULECP1 WALL REINFORCING MARK - MASONRY OR CONCRETE - SEE SCHEDULE MW1 CW1 DRILLED PIER MARK - SEE SCHEDULEDP1 SAND CONCRETE EARTH, FILL OR BACKFILL SHEATHING CONCRETE BLOCK - HOLLOW OR SOLID FACE OR COMMON BRICK RIGID INSULATION STEEL OR METAL WOOD BLOCKING DIMENSIONAL LUMBER EXISTING ELEMENT - MATERIAL VARIES CJ CMU CONTROL JOINT STEEL BEAM OR COLUMN SPLICE CFS Cold-Formed Steel EOR Engineer of Record AREA DESIGNED FOR SOLAR PANEL SURCHARGE LOAD SNOW DRIFT SURCHARGE LOAD STRUCTURAL INSULATED PANELS (SIPs) SIPs Structural Insulated Panels X X RETURN WELD SYMBOL TOP RETURN WELD AND LENGTH BOTTOM RETURN WELD AND LENGTH WSTOP OF WALL STEP TOP OR BOTTOM OF SLAB ELEVATION CHANGE (STEPPED) BP Bearing Plate or Bent Plate CGS Center of Gravity of Steel NWC Normal Weight Concrete B/ Bottom of Element PSF Pound per Square Foot HDG Hot-Dip Galvanized AFF Above Finished Floor CJP Complete Joint Penetration CIP Cast in Place PJP Partial Joint Penetration PERP Perpendicular WT Weight PAF Power Actuated Fasteners PDF Power Driven Fasteners HAS Headed Anchor Stud FRT Fire Retardant Treated Ø Diameter GROUT OR CONCRETE TOPPING CL CENTERLINE IE Invert Elevation FFE Finished Floor Elevation CONCRETE REINFORCING GENERAL Provide standard hooks where hook lengths are not specified. See Class ‘A’ and ‘B’ Tension Lap Splice Tables on sheet S6.201 for required reinforcing splice lengths. Provide epoxy coated reinforcing for all concrete exposed to weather such as stoops, retaining walls, exterior walls, piers, columns, slabs, and paving. Epoxy coated reinforcing is not required for building foundation walls unless specifically noted. CONCRETE COVER ON REINFORCING Footings and Drilled Piers: 3" clear bottom and sides 2" clear top Walls: 1½" clear outside face and surfaces exposed to earth or weather (2” for #6 bars or larger) 3/4" clear inside face Piers: 1½" clear to ties or stirrups Slab on Grade: Place reinforcing in upper third of slab (minimum 3/4" clear top) Topping Slab: Place reinforcing in upper third of slab (minimum 3/4" clear top) Masonry Walls & Columns: centered in cell ½" from inside face of cell if not centered Masonry Lintels/Bond Bms: Place bottom reinforcing within 4” of bottom of lintel FOOTINGS For wall footings, provide 32 bar diameter lap at reinforcing splices and full crossing lap at intersections. Unless otherwise noted, center wall footings under walls and column footings under columns. Footing elevations shown on plan are to top of footing (TOF). Hook wall and column dowels at 3" clear bottom of footing. CONCRETE SLABS ON GRADE Provide thickened slab below non-bearing masonry walls. See section 9/S5.201. See detail 4/S5.201 for control/construction joints. If control joints are not shown on plan, place control/construction joints at columns and provide additional joints to meet the spacings indicated below: Exterior slabs, 10'-0" oc maximum Interior slabs, 12'-0" oc maximum "L" shaped panels and rectangular panels (with length to width ratio greater than 1.5) are not allowed. All control/construction joints must be continuous and not staggered or offset. POURED CONCRETE WALLS See detail 8/S5.201 for horizontal reinforcing at intersecting walls. All openings 12" or larger, in walls shall have: 1 - #4 x 4'-0" each face diagonal at each corner 1 - #5 each face, each side of opening, extend 2'-0" beyond opening Wall reinforcing is continuous through columns, unless detailed otherwise. See detail 7/S5.201 for typical vertical control/construction joints. CONCRETE TOPPING Unless otherwise noted, provide synthetic macro fiber reinforcing (minimum 4 pounds per cubic yard) in all concrete topping slabs. PRECAST CONCRETE UNITS The design of all precast concrete units shall conform to ACI 318. Precast units shall sustain the superimposed loads indicated on the plans in addition to all other dead loads. Precast floor framing is to be designed to meet the fire rating requirement specified, see Architectural. Any framing assumed to be restrained for fire rating is to be indicated in shop drawings. Submit complete shop drawings to Architect/Engineer for review, showing the erection plan, all bearing conditions, and anchorage details Design of precast units and anchorages shall be prepared by an engineer licensed in the state in which the project is located. Design loads used shall be indicated on the shop drawings. Provide necessary headers at floor or wall openings. Upon installation, plank shall be essentially past the effects of deformation due to creep and shall have camber not over 1/360 of the span. Camber shall be uniform from plank to plank with similar spans and loading. Place openings not shown on plans between webs in precast plank units. Verify acceptability with precast supplier. For precast bearing on masonry construction, design connection to limit bearing stress on masonry to 0.33f’m. For precast bearing on concrete construction, design connection to limit bearing stress on concrete in accordance with ACI 318. Precast concrete walls shall be anchored to foundation walls, to all floor and roof levels, and to each other at stairs and corners. The anchorages shall provide a positive direct connection capable of resisting the loading from the following conditions: A. IBC minimum per IBC 1604.8.2/ASCE 7 1.4.4 or 12.11. B. Required design reaction from lateral loading. C. ACI 16.2.4.3(b) and 16.3.3.1 requirements of two connections per wall panel with a tensile capacity of 10,000 pounds per connection. STRUCTURAL UNIT MASONRY WALLS When one bar is required in a single core, place in center, unless noted otherwise. See Masonry Vertical Reinforcing Lap Length Schedule on sheet S5.201 for required vertical reinforcing splice lengths. Lap horizontal bond beam reinforcing 48 bar diameters at splices. Extend vertical reinforcing from footings to 2" clear top of wall or to beam bearing for reinforcing below beams. Fill block core at vertical reinforcing (8" minimum length along wall) with concrete or grout. Vibrate in place. Rodding and puddling are not allowed. For high-lift grouting, maximum grout pour height is 4’-8” for plain masonry units or __ for open core block. Provide cleanouts if pour height exceeds 5'-4". Maximum grout lift height within a grout pour is 5’-4”. See Specification 042900 for grouting requirements if low-lift grouting or plain shapes are being used. Provide horizontal joint reinforcing at 16"oc. STRUCTURAL STEEL Structural steel fabrication and construction shall conform to the AISC "Manual of Steel Construction" and the AISC "Code of Standard Practice for Steel Buildings and Bridges". Galvanize structural steel exposed to weather and brick support angles in exterior walls according to ASTM A123. Do not field cut or alter structural members without approval of the Structural Engineer. LATERAL LOAD RESISTING SYSTEM FOR STRUCTURAL STEEL BUILDINGS The following elements comprise the primary lateral load resisting system: Roof Diaphragm: Steel roof decking. Floor Diaphragm: Grouted precast plank. Collector elements/drag struts: See plan. Lateral load resisting system: Steel bracing and precast walls. STRUCTURAL STEEL CONNECTIONS Typically, provide welded or bolted shop connections and bolted field connections. Typical bolts are 3/4" Ø A325-N bolts in standard or short slotted holes. See 3/S6.201 for standard roof beam splices. Provide shear connections according to the standard Connection Tables on sheet S6.201 and as follows: Use double angles for all girders and for all beams W24 and larger. Double angle connection or single plate connection may be used for other beams. For skewed girder connections, use a single plate connection with a capacity equal to or greater than the double angle connection for that beam size. Beams that connect to a column or wall on either end and support the load from another beam are considered girders. Beams supporting precast plank floors are considered girders. Beams requiring a non-typical connection will be noted on the drawings as DA-X for double angle connections or SP-X for single plate connections (where X denotes the number of bolt rows in the connection). STEEL JOISTS AND BRIDGING Design steel joists in accordance with AISC and SJI Standard Specifications. Fabricate in accordance with AISC Specification. Bridging shall conform to SJI Specifications. Weld "K" series joists to beams and bearing plates with two ⅛" fillet welds 2½" long. Weld "LH02-06" series joists to beams and bearing plates with two 3/16" fillet welds 2½" long. Weld "LH07-17" and "DLH10-17" series joists to beams and bearing plates with two ¼" fillet welds 2½" long. Weld “LH/DLH18-25” series joists to beams and bearing plates with two ¼" fillet welds 4" long. Weld “LHSP” and “DLHSP” series joists to beams and bearing plates. Joist supplier to specify welded connection where not detailed in the drawings. Positively anchor all bridging to walls and beams parallel to joists. Provide horizontal bridging in last joist space. See detail ___ for anchorage of bridging to precast. Supplier shall design joist headers to support 100% of joist reaction for supported joist capacity at given span or reaction from special joist designed by supplier. Supplier shall incorporate joist header reaction on adjacent joists as an add-load and coordinate panel points or design for bend-check. See detail 4/S5.221 for reinforcing at concentrated loads (piping, mech rooftop equip curbs, etc.) at new joists. Mechancial Room roof joist top and bottom chords to be designed for 1,000-lb bend-check load anywhere along span. Typical joist top and bottom chords to be designed for a 100-lb bend-check load anywhere along span. Joists designated as “KSP” have joist self-weight included in designation. Joists designated as “LHSP” and “DLHSP” do not have joist self-weight included in designation. Joist supplier to include joist self-weight in joist design. STEEL ROOF DECK See detail 1/S5.221 for deck fastening. Provide reinforcing at openings that cut vertical flute webs, including, but not limited to, roof drains, mechanical duct work, and piping. See detail 3/S5.221 for reinforcing at 1½" wide rib deck. For openings in all other deck types, see detail 2/S5.221 for angle frames. Weld deck to angle frames with 5/8" diameter puddle welds at 12"OC. Allowable point loads applied to steel deck are controlled by the following: Maximum of 250 pounds in any 5’-0”x5’-0” square area. Maximum of 100 pounds on any individual hanger location. The total mechanical load applied to a deck-supporting member shall not exceed 5 pounds per square foot uniform load (typical) or 25 pounds per square foot in mechanical rooms. LOOSE ANGLE BRICK LINTELS Bear lintel a minimum of 8" each side of opening. Locate vertical leg a maximum of 2” from back face of masonry veneer assembly. Provide minimum lintels as follows based on opening width: Up to 4'-0" 8 x 5½ x 3/8 bent plate (LLV) for up to 16'-8" brick height. 4'-0" to 8'-0" 8 x 5½ x 3/8 bent plate (LLV) for up to 8'-0" brick height. Provide longer horizontal leg, if needed, to extend to between 1/2" and 1" clear outside face of brick. See details or notify engineer for lintels outside of the above parameters. Provide L_x_x_ (LLV) continuous closure angle on back side of brick angle at window (non-curtain wall) locations. Coordinate with architectural for glazing conditions. Prior to galvanizing, weld top and bottom of closure angle vertical leg to lintel with minimum 2” of weld every 12” of angle length. COLD-FORMED STEEL FRAMING Design and construct cold-formed steel framing according to AISI Specification for Design of Cold-formed Steel Structural Members. Gravity and lateral loads shall be according to IBC Chapter 16. Provide calculations, prepared and certified by an engineer licensed to practice in the state in which the project is located, and detailed shop drawings for review. The drawings are intended to express the minimum design performance. Alternate design of equivalent capacity will be considered if compatible with architectural requirements and if calculations and detailed shop drawings are submitted for review. The designations for cold-formed steel follow the recommendations of the Steel Framing Alliance and are as follows: xxxDyyy-zzz (e.g. 600S162-33) xxx = Member depth in 1/100 inches (e.g. 600 = 6") D = Member type designator as follows: S = Stud or joist section with flange stiffeners (Cee shapes) T = Track section U = Cold rolled channel or channel studs without flange stiffeners F = Furring channels yyy = flange width in 1/100 inches (e.g. 162 = 1 5/8") zzz = minimum base metal thickness in mils (e.g. 33 = 0.033") Provide members based on material thickness. The following table of approximate equivalent gages is provided for reference only. MINIMUM THICKNESS (IN) APPROXIMATE STEEL GAGE 0.033 20 0.043 18 0.054 16 0.068 14 0.097 12 0.118 10 Material strengths are as follows: For studs 0.054" and thicker: Fy = 50,000 psi. For studs thinner than 0.054": Fy = 33,000 psi. For track and furring channels: Fy = 33,000 psi. Weld or screw multiple members together at 12" oc max. Provide 2 rows of #10 screws at webs for double stud members. Provide one #10 screw at each flange for track to stud connections. Steel studs to be welded shall have a minimum thickness of 0.043". Self-drilling or self-tapping screws shall be ½" type S-12. At least 3 threads on point side of screw must extend through the material. Fit all studs snug to bottom of track. Attach all steel sections at window heads and sills to jamb studs with a minimum of one screw or weld each side of each member. Align runner track accurately and secure to the structure at 24" max. oc and at all jambs. Provide a minimum of two full height studs at all window jambs. Space studs at 16"oc maximum. Laterally brace studs at 4'-0" maximum on center. Do not splice members unless splices are shown on the drawings. [D/S/L/W] POINT (ADD) LOAD (KIPS) ON ELEMENT [DEAD/SNOW/LIVE/WIND] - POSITIVE NUMBER REPRESENTS LOAD DOWN. AT JOISTS: DESIGN FOR OFF-PANEL LOAD OR COORDINATE LOCATION TO ALIGN PANEL POINT WITH LOAD. ITEM REMARKSREQUIRED? IN ADDITION TO THE REGULAR INSPECTIONS, THE FOLLOWING STRUCTURAL ITEMS REQUIRE SPECIAL INSPECTION IN ACCORDANCE WITH SECTIONS 1704 AND 1705 OF THE INTERNATIONAL BUILDING CODE. SEE SPECIFICATION SECTION 014533 AND MATERIAL SPECIFICATION SECTIONS FOR SPECIFIC REQUIREMENTS. CONSTRUCTION NOT ASSOCIATED WITH THE STRUCTURAL SYSTEM MAY REQUIRE SPECIAL INSPECTION BUT IS NOT LISTED HERE. YES1. Soils compliance prior to foundation construction Reference IBC 1705.6 YES4. Structural concrete Reference IBC table 1705.3 and MSBC 1305.1705 YES5. Reinforcing steel Reference IBC table 1705.3 YES6. Bolts installed in concrete Reference IBC table 1705.3 YES7. Post-installed anchors Reference IBC table 1705.3 YES8. Structural steel fabrication May be performed by fabricator if fabricator is AISC certified. Reference IBC 1705.2 and AISC 360 Chapter N YES9. Structural steel field welding and high strength bolting Reference IBC 1705.2.1 and AISC 360 Chapter N YES12. Structural masonry Reference IBC 1705.4, TMS 402/602, and MSBC 1305.1705 NO13. Precast concrete fabrication Precast manufacturing plant shall be certified by the PCI Plant Certification Program Category C3A. Submit certificate of compliance to the building official in accordance with IBC 1704.2.5.1. YES11. Steel decking Reference IBC 1705.2.2 and SDI QA/QC YES14. Precast concrete erection Reference IBC 1705.3 REQUIRED STRUCTURAL SPECIAL INSPECTIONS YES15. Reinforcing steel welding Reference IBC table 1705.3 YES10. Open web steel joist and joist girder installation Reference IBC table 1705.2.3 NO2. Column footings Building is 3 stories or less in height NO3.Wall footings Footing concrete designed for f'c 2500 psi. Building is 3 stories or less in height AREA A AREA B MEZZANINE LOW ROOF 6120 Earle Brown Drive, Suite 700 Minneapolis, MN 55430 Phone: (763) 843-0420 Fax: (763) 843-0421 www.bkbm.com 2023 BKBM Engineers Bakke Kopp Ballou & McFarlin, Inc. All rights reserved. This document is an instrument of service and is the property of BKBM Engineers and may not be used or copied without prior written consent. C BKBM ENGINEERS BKBM Project No. 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 Professional Engineer under the laws of the state of Minnesota. Date 23253.00 10/5/2023 2:02:19 PMAutodesk Docs://232010 - MN CI Cottage Grove - New Utility Building/23253_rs22_central.rvtCentral: Autodesk Docs://232010 - MN CI Cottage Grove - New Utility Building/232010 - MN CI Cottage Grove - NewUtility Building.rvtCITY OF COTTAGE GROVE NEW UTILITY & ENGINEERING BUILDING S0.000 STRUCTURAL TITLE SHEET 12800 RAVINE PKWY COTTAGE GROVE, MN 55016 XXXX IDEAL AVENUE COTTAGE GROVE, MN 55016 NOT FOR CONSTRUCTION FINAL OWNER REVIEW KTK KLC 08/04/2023 232010 Issue Date James E. Dorr 52586 SHEET INDEX S0.000 STRUCTURAL TITLE SHEET S2.01a FOOTING AND FOUNDATION PLAN - AREA A S2.01b FOOTING AND FOUNDATION PLAN - AREA B S2.02a MEZZANINE AND LOW ROOF FRAMING PLAN - AREA A S2.03a ROOF FRAMING PLAN - AREA A S2.03b ROOF FRAMING PLAN - AREA B S5.201 SECTIONS AND DETAILS S5.211 SECTIONS AND DETAILS S5.221 SECTIONS AND DETAILS S5.301 BRACED FRAME ELEVATIONS S6.201 SCHEDULES AND DETAILS Revisions Description Date Num FINAL CD SET DRAFT NOT FOR CONSTRUCTION S S 6 5 3 2 1 1.1 4 A B C D GC.1 D.1 /MATCHLINE, SEE1S2.01b118' - 0"47' - 0"3' - 8"25' - 10"10' - 6"16' - 6"13' - 2"1' - 4"217' - 10" 7' - 6"26' - 8"34' - 2"1' - 6"20' - 6"22' - 0"1' - 6"38' - 0"34' - 0"32' - 0" 1' - 10" 1' - 2" 1' - 8" 1' - 2"1' - 8"1' - 2"1' - 8"1' - 2"1' - 0"1' - 0" 1' - 0" D.4 D.6 8" 4"4"4"4" 8"1' - 0"1' - 0"6"1' - 0"1' - 0"SC3 CP2 CF5-0A SC3 CP2 CF7-0 SC3 CP2 CF5-0A SC2 CP1 CF5-0 SC2 CP1 CF6-0 B.5 SC1 CP1 CF5-0 SC3 CP2 CF5-0SC3 CP2 CF6-0 C.5 SC1 CP1 CF5-0 SC3 CP2 CF5-0A SC3 CP2 CF5-0A SC3 CP2 CF6-0 5' - 6"SC1 CP1 CF5-0SC4 CP1 CF4-0 1.4 1' - 6"1' - 2"SC4 CP1 CF4-0 10' - 9"SC3 CF5-0A CP2 SC1 CP1 CF4-0 . . S5.301 1 . . S5.301 2 . . S5.301 3 . . S5.301 4 . . S5.301 5 SC1CF4-0 CP1 10 S5.201 __AT TRENCH DRAIN TRENCH DRAIN, SEE ARCH 22' - 1"8' - 5 1/2"8"4' - 11" 8"3' - 2"8"25' - 6"8"10"14 S5.201 __ TYP AT EXT FDN WALL WITH CFS FRAMING 15 S5.201 __TYP AT GLAZING 16 S5.201 __TYP AT EXT PC WALL 16A S5.201 __ TYP AT INT PC WALL OF WALL6" TO ENDOF WALL6" TO ENDOF WALL6" TO ENDCLCOL1' - 2"SC4SC4CP1 CF8-0 CF6-0 CP1 CF7-0WF2-0WF2-0WF3-0WF2-0WF3-6WF3-6WF2-0WF2-0 WF2-0 WF2-6 WF2-0 WF2-0 WF2-0WF2-6 WF2-6 WF2-0 4" CF4-0 CF4-0 WF2-0 WF2-6WF1-4WF1-4 12 S5.201 __ WF1-4 TYP 3 SIDES TYP AT STOOP 13 S5.201 __1' - 6"WF2-0TOF 98' - 4" UNLESS NOTED OTHERWISE: 1. SEE SHEET S0.000 FOR GENERAL STRUCTURAL NOTES, ABBREVIATIONS AND SYMBOLS. 2. SEE SHEET S5.201 FOR TYPICAL FOOTING AND FOUNDATION DETAILS. 3. SEE SHEET S6.201 FOR SCHEDULES. 4. TOP OF SLAB ELEVATION = 100'-0". 5. PROVIDE 4" SLAB ON GRADE [W/MICRO FIBER REINFORCING (MINIMUM 1.5 POUNDS PER CUBIC YARD)]. SEE SECTION 9/S5.201 FOR THICKENED SLABS BELOW NON-BEARING MASONRY WALLS. 6. INDICATES REGION OF 8" SLAB ON GRADE. 7. TOP OF EXTERIOR FOOTING ELEVATION (TOF) AT WALLS AND COLUMNS = 96'-4". 8. TOP OF INTERIOR FOOTING ELEVATION (TOF) AT WALLS AND COLUMNS = 99'-0". 9. PROVIDE SLEEVES FOR ALL PIPES THAT INTERSECT BUILDING FOUNDATIONS. STEP OR THICKEN FOOTINGS AS SHOWN IN SECTION 1/S5.201 AND DETAIL 2/S5.201. SEE 3/S5.201 FOR PIPES RUNNING ADJACENT TO FOOTINGS. COORDINATE LOCATIONS AND ELEVATIONS WITH CIVIL AND MECHANICAL. 10. TOP OF PIER AND FOUNDATION WALL ELEVATION = 99'-4". 11. PROVIDE THE FOLLOWING CONCRETE FROST WALL REINFORCING: 6" WALLS: #4@18"OC VERTICAL, #4@16"OC HORIZONTAL CENTERED IN WALL 8" WALLS: #4@18"OC VERTICAL, #4@12"OC HORIZONTAL CENTERED IN WALL 10" WALLS: #4@16"OC VERTICAL, #4@10"OC HORIZONTAL CENTERED IN WALL 12" WALLS: #4@18"OC VERTICAL EACH FACE, #4@16"OC HORIZONTAL EACH FACE 14" WALLS: #4@18"OC VERTICAL EACH FACE, #4@14"OC HORIZONTAL EACH FACE 16" WALLS: #4@18"OC VERTICAL EACH FACE, #5@18"OC HORIZONTAL EACH FACE LAP REINFORCING AS FOLLOWS: #4: 1'-8" #5: 2'-1" PROVIDE DOWELS FROM FOOTING INTO CONCRETE WALLS TO MATCH VERTICAL WALL REINFORCING SIZE AND SPACING, PROJECT INTO WALL TO MATCH VERTICAL REINFORCING LAP SPLICE. SEE GENERAL STRUCTURAL NOTES FOR ADDITIONAL INFORMATION. 12. FOOTINGS FOR WALLS NOT NOTED SHALL BE 12" THICK WITH A MINIMUM PROJECTION OF 4" EACH SIDE. REINFORCE WITH 2-#5 CONTINUOUS. ADD 1-#5 CONTINUOUS FOR EACH 6" WIDTH OVER 24". 13. PLACE ALL STOOP SLABS ON CLEAN GRANULAR FILL MATERIAL THAT EXTENDS DOWN TO BOTTOM OF FOOTING. 14. SEE ARCHITECTURAL DRAWINGS FOR FIRE RATINGS OF STRUCTURAL MASONRY WALLS AND FOR LOCATIONS AND FIRE RATINGS OF NON-BEARING MASONRY WALLS. 15. SEE ARCHITECTURAL DRAWINGS FOR LOCATIONS OF RAMPS, SLAB SLOPES, STEPPED SLABS AND PARTITION WALLS. 16. REFER TO ARCHITECTURAL DRAWINGS FOR ADDITIONAL INFORMATION AND DIMENSIONS. AREA A AREA B KEYPLAN THIS DRAWING GENERALLY INDICATES TYPICAL PRIMARY STRUCTURAL FRAME FOUNDATION ELEMENTS ONLY AND THE DESIGN IS NOT COMPLETE. PROVIDE AN ALLOWANCE IN PRICING TO ACCOMMODATE ADDITIONAL DROPPED FOOTINGS FOR UNDERGROUND PLUMBING, SUMPS, ETC. NOT SHOWN. FOOTINGS TO BE DROPPED TO MAINTAIN A 2:1 (HORIZONTAL:VERTICAL) SLOPE FROM BOTTOM OF FOOTING TO BOTTOM OF ADJACENT PIPE/SUMP. 6120 Earle Brown Drive, Suite 700 Minneapolis, MN 55430 Phone: (763) 843-0420 Fax: (763) 843-0421 www.bkbm.com 2023 BKBM Engineers Bakke Kopp Ballou & McFarlin, Inc. All rights reserved. This document is an instrument of service and is the property of BKBM Engineers and may not be used or copied without prior written consent. C BKBM ENGINEERS BKBM Project No. 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 Professional Engineer under the laws of the state of Minnesota. Date 23253.00 10/5/2023 2:02:20 PMAutodesk Docs://232010 - MN CI Cottage Grove - New Utility Building/23253_rs22_central.rvtCentral: Autodesk Docs://232010 - MN CI Cottage Grove - New Utility Building/232010 - MN CI Cottage Grove - NewUtility Building.rvtCITY OF COTTAGE GROVE NEW UTILITY & ENGINEERING BUILDING S2.01a FOOTING AND FOUNDATION PLAN - AREA A 12800 RAVINE PKWY COTTAGE GROVE, MN 55016 XXXX IDEAL AVENUE COTTAGE GROVE, MN 55016 NOT FOR CONSTRUCTION FINAL OWNER REVIEW KTK KLC 08/04/2023 232010 Issue Date James E. Dorr 52586 S2.01a 1 FOOTING AND FOUNDATION PLAN - AREA AKEYNOTES Revisions Description Date Num FINAL CD SET DRAFT NOT FOR CONSTRUCTION S S 6 5 3 2 1 1.1 4 JHH.5G /MATCHLINE, SEE1S2.01a118' - 0"47' - 0"3' - 8"25' - 10"10' - 6"16' - 6"13' - 2"1' - 4"169' - 0" 71' - 6"62' - 6"35' - 0"1' - 0"1' - 0"1' - 0"1' - 0"1' - 0"1' - 0"1' - 0"1' - 0"1.4 10 S5.201 __AT TRENCH DRAIN TRENCH DRAIN, SEE ARCH TRENCH DRAIN, SEE ARCH 11 S5.201 __ 11 S5.201 __ 16 S5.201 __TYP AT EXT PC WALL 16A S5.201 __TYP AT INT PC WALL CF6-0 CF8-0A 1WF3-6WF2-0 WF2-6 WF2-6 WF2-0WF2-0WF2-0WF2-04" WF2-0 WF2-6 13 S5.201 __ TYP AT APRON SLAB 12 S5.201 __ WF1-4 TYP 3 SIDES TYP AT STOOP 11' - 1 5/8" 11' - 1 5/8"1' - 0"2"18' - 2"1' - 0"WF3-0 WF3-0 TRASH ENCLOSURE SLAB BY CIVIL1' - 6"WF2-0TOF 98' - 4" UNLESS NOTED OTHERWISE: 1. SEE 1/S2.01a FOR TYPICAL PLAN NOTES. AREA A AREA B KEYPLAN THIS DRAWING GENERALLY INDICATES TYPICAL PRIMARY STRUCTURAL FRAME FOUNDATION ELEMENTS ONLY AND THE DESIGN IS NOT COMPLETE. PROVIDE AN ALLOWANCE IN PRICING TO ACCOMMODATE ADDITIONAL DROPPED FOOTINGS FOR UNDERGROUND PLUMBING, SUMPS, ETC. NOT SHOWN. FOOTINGS TO BE DROPPED TO MAINTAIN A 2:1 (HORIZONTAL:VERTICAL) SLOPE FROM BOTTOM OF FOOTING TO BOTTOM OF ADJACENT PIPE/SUMP. 6120 Earle Brown Drive, Suite 700 Minneapolis, MN 55430 Phone: (763) 843-0420 Fax: (763) 843-0421 www.bkbm.com 2023 BKBM Engineers Bakke Kopp Ballou & McFarlin, Inc. All rights reserved. This document is an instrument of service and is the property of BKBM Engineers and may not be used or copied without prior written consent. C BKBM ENGINEERS BKBM Project No. 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 Professional Engineer under the laws of the state of Minnesota. Date 23253.00 10/5/2023 2:02:20 PMAutodesk Docs://232010 - MN CI Cottage Grove - New Utility Building/23253_rs22_central.rvtCentral: Autodesk Docs://232010 - MN CI Cottage Grove - New Utility Building/232010 - MN CI Cottage Grove - NewUtility Building.rvtCITY OF COTTAGE GROVE NEW UTILITY & ENGINEERING BUILDING S2.01b FOOTING AND FOUNDATION PLAN - AREA B 12800 RAVINE PKWY COTTAGE GROVE, MN 55016 XXXX IDEAL AVENUE COTTAGE GROVE, MN 55016 NOT FOR CONSTRUCTION FINAL OWNER REVIEW KTK KLC 08/04/2023 232010 Issue Date James E. Dorr 52586 S2.01b 1 FOOTING AND FOUNDATION PLAN - AREA BKEYNOTES 1 FOOTING FOR SWING CRANE. LOCATE PER ARCHITECTURAL DRAWINGS. Revisions Description Date Num FINAL CD SET DRAFT NOT FOR CONSTRUCTION 12" PC PLANK W/ 2" TOPPING12" PC PLANK W/ 2" TOPPING 12" PC PLANK W/ 2" TOPPING 12" PC PLANK W/ 2" TOPPINGSLOPES DOWNDECK SPAN DECK SPAN SLOPES DOWNAREA A AREA B KEYPLAN MEZZANINE LOW ROOF UNLESS NOTED OTHERWISE: 1. SEE SHEET S0.000 FOR GENERAL STRUCTURAL NOTES, ABBREVIATIONS, AND SYMBOLS. 2. SEE SHEET S6.201 FOR SCHEDULES. 3. 12" PRECAST CONCRETE PLANK, W/ 2" STRUCTURAL TOPPING, REINFORCE WITH SYNTHETIC MACRO FIBER REINFORCING (MINIMUM 4.0 POUNDS PER CUBIC YARD). SEE ARCHITECTURAL DRAWINGS FOR REQUIRED FIRE RATING OF PRECAST PLANK. 4. TOP OF PRECAST CONCRETE PLANK AND TOPPING ELEVATION = 111'-6". 5. PRECAST PLANK SUPERIMPOSED DEAD LOAD (DOES NOT INCLUDE TOPPING AND PARTITION WALLS) = 5 PSF. SEE GENERAL STRUCTURAL NOTES FOR LIVE LOADS. 6. SEE SHEET S5.211 FOR TYPICAL PRECAST CONCRETE PLANK BEARING DETAILS. 7. 1 1/2" - 20GA. WIDE RIB ROOF DECK. 8. TOP OF DECK ELEVATION = VARIES, SEE PLAN. 9. SEE 1/S5.221 FOR TYPICAL DECK ATTACHMENT TO JOISTS. 10. PROVIDE 2-5/16" WEB STIFFENER PLATES AT STEEL BEAMS RUNNING OVER COLUMNS OR WALLS. CENTER ON SUPPORT. 11. AT ALL COLUMNS THAT SUPPORT JOISTS, SEE SECTIONS 6 & 7/S5.221. AT ALL COLUMNS NOT SUPPORTING JOISTS, PROVIDE 1/4" CAP PLATE AND EXTEND COLUMN TO DECK BEARING ELEVATION. WELD DECK W/ 4-5/8"Ø PUDDLE WELDS, 6" GAGE EACH WAY. 12. SEE GENERAL STRUCTURAL NOTES FOR TYPICAL ROOF FRAMING AT OPENINGS WIDER THAN 6". COORDINATE WITH ARCHITECTURAL/MECHANICAL DRAWINGS FOR OPENING LOCATION AND SIZE. 13. JOIST SUPPLIER TO DESIGN JOISTS FOR: TOTAL LOAD/LIVE LOAD (PSF) NOTED IN JOIST DESIGNATION. INCLUDE LOAD COMBINATION LESS SUPERIMPOSED DEAD LOAD ALLOWENCE FOR SOLAR PANELS NOTED ON S0.000. MECHANICAL POINT LOADS AND SNOW DRIFT LOADS SHOWN ON PLAN. LOADS SHOWN ON DETAILS. 14. JOIST SEAT DEPTHS: K-SERIES: 2 1/2" LH/DLH-SERIES (CHORD SECTION NUMBER 2-17): 5" DLH-SERIES (CHORD SECTION NUMBER 18-25): 7 1/2" 15. SEE GENERAL STRUCTURAL NOTES FOR CONCENTRATED LOADS (PIPING, MECHANICAL ROOF TOP EQUIPMENT, CURBS, ETC) ON JOISTS. 16. DIAPHRAGM SHEAR LOADS SHOWN ON PLAN ARE DUE TO WIND (STRENGTH). 17. SEE ARCHITECTURAL DRAWINGS FOR LOCATIONS OF RAMPS, SLAB SLOPES, STEPPED SLABS AND PARTITION WALLS. 18. REFER TO ARCHITECTURAL DRAWINGS AND/OR COORDINATE WITH ARCHITECT REGARDING ANY DIMENSIONS. THIS DRAWING GENERALLY INDICATES TYPICAL PRIMARY STRUCTURAL FRAME ELEMENTS ONLY AND THE DESIGN IS NOT COMPLETE. CONNECTIONS, STIFFENERS, GUSSET PLATES, KICKERS, DECK EDGE ANGLES, CLOSURES, LINTELS, MISCELLANEOUS FRAMING ELEMENTS, ETC. ARE NOT SHOWN AND THE CONTRACTOR/ESTIMATOR SHALL INCLUDE A REASONABLE ALLOWANCE FOR THESE ITEMS IN THE PRICING. 6 5 3 2 1 1.1 4 A B C D GC.1 D.1 D.4 D.6B.5 C.5 1.4 . . S5.301 1 . . S5.301 2 . . S5.301 3 . . S5.301 4 . . S5.301 5 T/TOPPING 111' - 6"T/TOPPING 111' - 6"T/TOPPING 111' - 6" 1 S5.211 __2 S5.211 __118' - 0"47' - 0"3' - 8"25' - 10"10' - 6"16' - 6"13' - 2"1' - 4"217' - 10" 7' - 6"26' - 8"34' - 2"1' - 6"20' - 6"22' - 0"1' - 6"38' - 0"34' - 0"32' - 0" 6"3' - 9"3' - 9"4' - 5"4' - 5"4' - 5"4' - 5"4' - 5"4' - 7"4' - 10"4' - 10"4' - 10"4' - 11"4' - 11"4' - 11"4' - 11"6"6"4"6"69 PSF 8 S5.221 __ 9 S5.221 __ T/DECK 115' - 0 1/2" T/DECK 114' - 1 1/2" T/DECK 114' - 5 1/2" T/DECK 110' - 5 1/2" 85 PSF 74 PSF TYP GRID 3 TYP GRID 1.1 TYP GRID 4 W16X36 W27X84W21X4422K4W24X62W27X84 W16X40W18X35W16X40W18X35W21X44 HIW24X62 W27X84 W18X35 W18X50 W16X40W10X22W18X50 W18X35 22K422K422K422K422K422K422K422K422K422K428K1028KSP 75/3528K1028K1028K1028K1028K1028K1028KSP 75/3528KSP 75/3528KSP 75/3528KSP 75/3528KSP 75/3528KSP 75/3528KSP 75/3528KSP 75/3522K428K1028K1028K1028K1028K10W8X31 LOWTOB 110' - 6 1/8"HSS3X3X3/8TOB 110' - 2 1/2"W18X35 TOB 114' - 3 5/8"SLOPESSLOPESSLOPESSLOPESSLOPESSLOPESSLOPESW8X18 TOB 110' - 2 1/2"W8X28TOB 110' - 2 1/2"3" - 20GA. WIDE RIB ROOF DECK AT CANOPY AT CANOPY 1' - 3 1/4"2' - 7 1/4"DECK EDGE1' - 6" LOW DECK EDGE 1 1/2" LOW 137 PSF 26' - 9" 129 PSF 25' - 2" 16' - 9" 8' - 6"12' - 3"62 PSF 14' - 5"4' - 0"4' - 0"4' - 0"4' - 0"3' - 11" 4' - 1"4' - 1"4' - 0"3' - 6"3' - 0"2' - 9"2' - 6"2' - 3" 2' - 3" 2' - 0" 2' - 0"1' - 9"22K422K422K422K422K422K422K43' - 10"3' - 6"3' - 0"2' - 9"2' - 6"2' - 3"2' - 3" 2' - 0" 2' - 0"28KSP 75/3528KSP 75/3528KSP 75/3528KSP 75/3528KSP 75/352 S5.211 __ 3 S5.211 __4 S5.211 __ 5 S5.211 __ 6A S5.211 __ 13 S5.221 __ 13A S5.221 __ 14 S5.221 __ 6A S5.211 __4 S5.211 __ T/TOPPING 111' - 6" 8"6"10"1 S5.211 __ 6 S5.211 __6 S5.211 __10 KIPS10 KIPS10 KIPS10 KIPS4DL=20K LL=15K 9 11 DL=15K LL=15K 10 S5.221 __ TYP JOIST BEARING 11 S5.221 __ TYP JOIST BEARING, OVER >8'-0" OPENING TYP JOIST PARALLEL TYP JOIST PARALLEL, OVER >8'-0" OPENING W18X35SLOPES10 KIPS 10 KIPS W18X35SLOPES12 12 13 6120 Earle Brown Drive, Suite 700 Minneapolis, MN 55430 Phone: (763) 843-0420 Fax: (763) 843-0421 www.bkbm.com 2023 BKBM Engineers Bakke Kopp Ballou & McFarlin, Inc. All rights reserved. This document is an instrument of service and is the property of BKBM Engineers and may not be used or copied without prior written consent. C BKBM ENGINEERS BKBM Project No. 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 Professional Engineer under the laws of the state of Minnesota. Date 23253.00 10/5/2023 2:02:22 PMAutodesk Docs://232010 - MN CI Cottage Grove - New Utility Building/23253_rs22_central.rvtCentral: Autodesk Docs://232010 - MN CI Cottage Grove - New Utility Building/232010 - MN CI Cottage Grove - NewUtility Building.rvtCITY OF COTTAGE GROVE NEW UTILITY & ENGINEERING BUILDING S2.02a MEZZANINE AND LOW ROOF FRAMING PLAN - AREA A 12800 RAVINE PKWY COTTAGE GROVE, MN 55016 XXXX IDEAL AVENUE COTTAGE GROVE, MN 55016 NOT FOR CONSTRUCTION FINAL OWNER REVIEW KTK KLC 08/04/2023 232010 Issue Date James E. Dorr 52586 KEYNOTES 4 HALF-CAMBER THIS JOIST. 9 LINE LOAD FROM CMU WALL: DL=500 PLF SERVICE (SEE ARCH FOR LOCATIONS/EXTENTS). DESIGN PLANK FOR L/600 DEFLECTION LIMIT DUE TO SUPERIMPOSED DL+LL LESS TOPPING WEIGHT. INSTALL CMU WALL AFTER TOPPING INSTALLED. 11 PRECAST SUPPLIER TO PROVIDE 8” WIDE EMBED IN END OF WALL TO SUPPORT NON-STRUCTURAL CMU LINTEL (SEE ARCH) OVER DOOR, COORDINATE ELEVATION WITH DOOR SCHEDULE. DESIGN EMEBED FOR DL = 2 KIP (DOWN) APPLIED 2" FROM FACE OF EMBED. STEEL SUPPLIER TO PROVIDE L4X3X3/8X0'-8" LLH SEAT ANGLE WELDED (1/4"X4” TOP AND BOTTOM WELD) TO EMBED FOR LINTEL SUPPORT. 12 PROVIDE SINGLE PLATE CONNECTION TO GIRDER. COPE BEAM TO 2 1/2" DEEP AND EXTEND TOP FLANGE/WEB TO WITHIN 1" OF DECK EDGE ANGLE. 13 PROVIDE STD HOLES THIS END OF BEAM. S2.02a 2 MEZZANINE AND LOW ROOF FRAMING PLAN Revisions Description Date Num FINAL CD SET DRAFT NOT FOR CONSTRUCTION DECK SPAN DECK SPAN DL=15K, SL=8K TYP EA END DL=10K, SL=8K TYP EA END 5,000 LBS CU-1 SLOPES DOWNSLOPES DOWN6 5 3 2 1 1.1 4 C D GC.1 D.1 /MATCHLINE, SEE1S2.03b118' - 0"47' - 0"3' - 8"25' - 10"10' - 6"29' - 8"1' - 4"149' - 6" 1' - 6"42' - 6"1' - 6"38' - 0"34' - 0"32' - 0" D.4 D.6 32LHSP 95/3532LHSP 95/3532LHSP 95/3532LH1032LH1032LH1032LH1032LH1032LH1048LH1748LH1748LH1748LH1748LH1748LH1748LH178' - 9"8' - 9"8' - 8"8' - 8"8' - 8"9' - 2"9' - 6"9' - 11"9' - 11"9' - 5"9' - 5"9' - 5"9' - 2"9' - 8"9' - 8"9' - 6"10' - 3"48LH1748LH1748LH1748LH1748LH1748LH1748LH1772DLH1815 S5.221 __TYP JOIST BRG 16 S5.221 __TYP JOIST PARALLEL 32LH129' - 6"9' - 6"9' - 6"9' - 6"9' - 5"9' - 5"9' - 5"9' - 2"9' - 8"9' - 8"9' - 3" W24X76 W24X68W16X36 4' - 0"4' - 0"T/DECK 123' - 6 1/4"TYP GRID 6T/DECK 125' - 1 1/8"T/DECK 125' - 1"T/DECK 124' - 2 1/4"T/DECK 125' - 4"17 S5.221 __18 S5.221 __45 KIPS40 KIPS15 KIPS20 KIPS 15 KIPS 15 KIPS48LH1748LH174 8DL=16K SL=14K TYP EA END 6"W14X30 W14X30W12X226"6"75 6 5 DL=20K SL=14K 32[0.5/0.5/0/0] [2/0.5/0/0] [1/0.5/0.5/0][1/0.5/0.5/0] [0.5/0.5/0/0] DL= 26K SL= 22K [2/0.5/0/0] 10 20 S5.221 __ UNLESS NOTED OTHERWISE: 1. SEE SHEET S0.000 FOR GENERAL STRUCTURAL NOTES, ABBREVIATIONS, AND SYMBOLS. 2. SEE SHEET S6.201 FOR SCHEDULES. 3. 3" - 20GA. WIDE RIB ROOF DECK. 4. TOP OF DECK ELEVATION = VARIES, SEE PLAN. 5. SEE 1/S5.221 FOR TYPICAL DECK ATTACHMENT TO JOISTS. 6. PROVIDE 2-5/16" WEB STIFFENER PLATES AT STEEL BEAMS RUNNING OVER COLUMNS OR WALLS. CENTER ON SUPPORT. 7. AT ALL COLUMNS THAT SUPPORT JOISTS, SEE SECTIONS 6 & 7/S5.221. AT ALL COLUMNS NOT SUPPORTING JOISTS, PROVIDE 1/4" CAP PLATE AND EXTEND COLUMN TO DECK BEARING ELEVATION. WELD DECK W/ 4-5/8"Ø PUDDLE WELDS, 6" GAGE EACH WAY. 8. DIAPHRAGM SHEAR LOADS SHOWN ON PLAN ARE DUE TO WIND (STRENGTH). 9. SEE GENERAL STRUCTURAL NOTES FOR TYPICAL ROOF FRAMING AT OPENINGS WIDER THAN 6". COORDINATE WITH ARCHITECTURAL/MECHANICAL DRAWINGS FOR OPENING LOCATION AND SIZE. 10. JOIST SUPPLIER TO DESIGN JOISTS FOR: TOTAL LOAD/LIVE LOAD (PSF) NOTED IN JOIST DESIGNATION. INCLUDE LOAD COMBINATION LESS SUPERIMPOSED DEAD LOAD ALLOWENCE FOR SOLAR PANELS NOTED ON S0.000. MECHANICAL POINT LOADS AND SNOW DRIFT LOADS SHOWN ON PLAN. LOADS SHOWN ON DETAILS. 11. JOIST SEAT DEPTHS: K-SERIES: 2 1/2" LH/DLH-SERIES (CHORD SECTION NUMBER 2-17): 5" DLH-SERIES (CHORD SECTION NUMBER 18-25): 7 1/2" 12. SEE GENERAL STRUCTURAL NOTES FOR CONCENTRATED LOADS (PIPING, MECHANICAL ROOF TOP EQUIPMENT, CURBS, ETC) ON JOISTS. 13. SEE ARCHITECTURAL DRAWINGS FOR LOCATIONS OF RAMPS, SLAB SLOPES, STEPPED SLABS AND PARTITION WALLS. 14. REFER TO ARCHITECTURAL DRAWINGS FOR ADDITIONAL INFORMATION AND DIMENSIONS. AREA A AREA B KEYPLAN THIS DRAWING GENERALLY INDICATES TYPICAL PRIMARY STRUCTURAL FRAME ELEMENTS ONLY AND THE DESIGN IS NOT COMPLETE. CONNECTIONS, STIFFENERS, GUSSET PLATES, KICKERS, DECK EDGE ANGLES, CLOSURES, LINTELS, MISCELLANEOUS FRAMING ELEMENTS, ETC. ARE NOT SHOWN AND THE CONTRACTOR/ESTIMATOR SHALL INCLUDE A REASONABLE ALLOWANCE FOR THESE ITEMS IN THE PRICING. 6120 Earle Brown Drive, Suite 700 Minneapolis, MN 55430 Phone: (763) 843-0420 Fax: (763) 843-0421 www.bkbm.com 2023 BKBM Engineers Bakke Kopp Ballou & McFarlin, Inc. All rights reserved. This document is an instrument of service and is the property of BKBM Engineers and may not be used or copied without prior written consent. C BKBM ENGINEERS BKBM Project No. 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 Professional Engineer under the laws of the state of Minnesota. Date 23253.00 10/5/2023 2:02:22 PMAutodesk Docs://232010 - MN CI Cottage Grove - New Utility Building/23253_rs22_central.rvtCentral: Autodesk Docs://232010 - MN CI Cottage Grove - New Utility Building/232010 - MN CI Cottage Grove - NewUtility Building.rvtCITY OF COTTAGE GROVE NEW UTILITY & ENGINEERING BUILDING S2.03a ROOF FRAMING PLAN - AREA A 12800 RAVINE PKWY COTTAGE GROVE, MN 55016 XXXX IDEAL AVENUE COTTAGE GROVE, MN 55016 NOT FOR CONSTRUCTION FINAL OWNER REVIEW KTK KLC 08/04/2023 232010 Issue Date James E. Dorr 52586 S2.03a 1 ROOF FRAMING PLAN - AREA AKEYNOTES 2 DESIGN JOIST TOP CHORD FOR ADDITIONAL 20 KIP AXIAL LOAD (ULTIMATE, WIND). 3 DESIGN JOIST TOP CHORD FOR ADDITIONAL 40 KIP AXIAL LOAD (ULTIMATE, WIND). 4 HALF-CAMBER THIS JOIST. 5 SEE ________ FOR JOIST HEADER CONNECTION. COORDINATE LOCATION WITH STEEL SUPPLIER AND ARCHITECT. SET TOB CENTERLINE 3" BELOW DECK BEARING ELEVATION. ORIENT BEAMS PLUMB (DO NOT CANT BEAMS) 6 DECK SUPPLIER TO PROVIDE CONTINUOUS DECK SPAN IN THIS BAY TO CONTINUE OVER JOIST ON GRID D.4 TO FRAME EDGE OF SHIPS LADDER OPENING. 7 SEE ________ FOR BEAM CONNECTION TO JOIST HEADER. 8 THREE-QUARTER-CAMBER THIS JOIST. 10 8" DEEP JOIST SEAT THIS END. JOIST SUPPLIER TO DESIGN SEAT TO TRANSFER AXIAL LOAD INTO COLUMN CAP. Revisions Description Date Num FINAL CD SET DRAFT NOT FOR CONSTRUCTION DECK SPAN DECK SPAN SLOPES DOWNSLOPES DOWNSLOPES DOWNAREA A AREA B KEYPLAN 6 5 3 2 1 1.1 4 JHH.5G /MATCHLINE, SEE1S2.03a118' - 0"47' - 0"3' - 8"25' - 10"10' - 6"29' - 8"1' - 4"169' - 0" 71' - 6"62' - 6"35' - 0"48LH1710' - 3"10' - 3"10' - 3"10' - 3"10' - 3"10' - 3"10' - 3"8' - 10"8' - 10"8' - 10"8' - 10"8' - 10"8' - 10"9' - 0"32LH1132LH1132LH1132LH1132LH1132LH1132LH1032LH1032LH1032LH108' - 4"8' - 10"8' - 10"8' - 10"8' - 10"8' - 10"9' - 6"8' - 6"8' - 8"8' - 8"8' - 8"32LH1032LH1032LH1032LH1032LH1032LH1072DLH1872DLH1872DLH1872DLH1872DLH1815 S5.221 __TYP JOIST BRG 16 S5.221 __TYP JOIST PARALLEL 32LH1172DLH18T/DECK 125' - 4"T/DECK 123' - 6 1/4"T/DECK 124' - 5 3/4"TYP GRID 6T/DECK 124' - 5 3/4"T/DECK 123' - 7 3/4"19 S5.221 __ 20 S5.221 __15 KIPS25 KIPS35 KIPS45 KIPS20 KIPS 25 KIPS 15 KIPS 84DL=18K SL=16K TYP EA END DL=8K SL=8K TYP EA END DL=10K SL=8K TYP EA END32 2DL= 26K SL= 22K 10 20 S5.221 __ UNLESS NOTED OTHERWISE: 1. SEE 1/S2.03a FOR TYPICAL PLAN NOTES. THIS DRAWING GENERALLY INDICATES TYPICAL PRIMARY STRUCTURAL FRAME ELEMENTS ONLY AND THE DESIGN IS NOT COMPLETE. CONNECTIONS, STIFFENERS, GUSSET PLATES, KICKERS, DECK EDGE ANGLES, CLOSURES, LINTELS, MISCELLANEOUS FRAMING ELEMENTS, ETC. ARE NOT SHOWN AND THE CONTRACTOR/ESTIMATOR SHALL INCLUDE A REASONABLE ALLOWANCE FOR THESE ITEMS IN THE PRICING. 6120 Earle Brown Drive, Suite 700 Minneapolis, MN 55430 Phone: (763) 843-0420 Fax: (763) 843-0421 www.bkbm.com 2023 BKBM Engineers Bakke Kopp Ballou & McFarlin, Inc. All rights reserved. This document is an instrument of service and is the property of BKBM Engineers and may not be used or copied without prior written consent. C BKBM ENGINEERS BKBM Project No. 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 Professional Engineer under the laws of the state of Minnesota. Date 23253.00 10/5/2023 2:02:23 PMAutodesk Docs://232010 - MN CI Cottage Grove - New Utility Building/23253_rs22_central.rvtCentral: Autodesk Docs://232010 - MN CI Cottage Grove - New Utility Building/232010 - MN CI Cottage Grove - NewUtility Building.rvtCITY OF COTTAGE GROVE NEW UTILITY & ENGINEERING BUILDING S2.03b ROOF FRAMING PLAN - AREA B 12800 RAVINE PKWY COTTAGE GROVE, MN 55016 XXXX IDEAL AVENUE COTTAGE GROVE, MN 55016 NOT FOR CONSTRUCTION FINAL OWNER REVIEW KTK KLC 08/04/2023 232010 Issue Date James E. Dorr 52586 KEYNOTES 2 DESIGN JOIST TOP CHORD FOR ADDITIONAL 20 KIP AXIAL LOAD (ULTIMATE, WIND). 3 DESIGN JOIST TOP CHORD FOR ADDITIONAL 40 KIP AXIAL LOAD (ULTIMATE, WIND). 4 HALF-CAMBER THIS JOIST. 8 THREE-QUARTER-CAMBER THIS JOIST. 10 8" DEEP JOIST SEAT THIS END. JOIST SUPPLIER TO DESIGN SEAT TO TRANSFER AXIAL LOAD INTO COLUMN CAP. S2.03b 1 ROOF FRAMING PLAN - AREA B Revisions Description Date Num FINAL CD SET DRAFT NOT FOR CONSTRUCTION A DETAIL AT COLUMN BASE 1 2 T/BRICK LEDGE SEE ARCH T/FDN WALL SEE PLAN T/FDN WALL SEE PLAN 2S+0.25T 2S 2S SSSTTCONT FOOTING REINF, SEE PLAN UNLESS NOTED: S = 8" FOR MASONRY WALLS S = 12" FOR CONCRETE WALLS T = SCHEDULED FOOTING THICKNESS NOTE: S MAY BE LARGER AT CONTRACTOR'S OPTION IF 2:1 SLOPE IS MAINTAINED 0.25T 1 2 2 11 2 PIPE PERPENDICULAR TO FOUNDATION WALL AND FOOTING FOUNDATION WALL, SEE PLAN.6"AS REQ'DSEE PLANFTGPIPE PERPENDICULAR TO FOUNDATION WALL AND FOOTING. NOTES: 1. FOR PIPES BELOW FOOTING PROVIDE SLEEVE AND THICKEN CONCRETE FOOTING AS SHOWN OR STEP FOOTING BELOW PIPE PER 1/S5.201. 2. FOR PIPES WITHIN FOOTING DEPTH STEP FOOTING PER 1/S5.201 SO PIPES PASS THROUGH WALL. PROVIDE SLEEVE AND GROUT INTO WALL. 3. SLEEVE DIAMETER TO BE 2" GREATER THAN PIPE OUTSIDE DIAMETER. 4. COORDINATE PIPING LOCATIONS WITH MECHANICAL DRAWINGS. SLEEVE Ø +1'-6" EXCAVATION FOR PIPING, SEE SPECIFICATION FOR BACKFILL REQUIREMENTS. EXCAVATION SHALL NOT EXTEND BELOW THIS LINE. NOTES: 1. IT IS THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE SHORING, SHEATHING, ETC. TO MAINTAIN THE SIDES OF THE EXCAVATION FROM CAVING IN UNTIL ALL WORK AND BACKFILL IS COMPLETE. 2. COORDINATE PIPING LOCATIONS WITH MECHANICAL AND CIVIL DRAWINGS. 1 1 2 1 . . 2' - 6"5' - 0" PROVIDE 5/8"Øx1'-2"@18"OC SMOOTH BAR, GREASE ONE END, CENTER ON JOINT. SAWCUT JOINT WITHIN 12 HOURS AFTER PLACING SLAB.SEE PLANSEE GENERAL STRUCTURAL NOTES FOR JOINT SPACING SEE GENERAL STRUCTURAL NOTES FOR JOINT SPACING TYPICAL CONSTRUCTION JOINT TYPICAL CONTROL JOINT THICKNESSCUT 1/4 OF SLABSEE PLANSTEEL COLUMN SEE PLAN AND SCHEDULE NON-SHRINK GROUT BELOW BASE PLATE, SEE STEEL COLUMN SCHEDULE FOR THICKNESS. SEE PLAN FOR TOP OF FOOTING OR PIER ELEVATION. STEEL COLUMN SEE PLAN AND SCHEDULE SEE TYPICAL CONTROL / CONSTRUCTION JOINT DETAILS. 1/2" PRE-FORMED JOINT MATERIAL AROUND COLUMN CJ CJ CJCJ3/4"x3/4" RECESS EACH SIDE OF WALL. CAULK JOINT. SEE PLAN FOR WALL REINFORCING NOTES: 1. AT CONTROL JOINTS OMIT KEYWAY AND PROVIDE RECESS EACH SIDE OF WALL. 2. PLACE CONTROL JOINTS @20'-0" MAXIMUM. FOR WALLS LESS THAN 6'-0" TALL, PLACE CONTROL JOINTS AT 3 TIMES WALL HEIGHT (MAX). 3. STOP 1/2 OF HORIZONTAL REINFORCING PRECISELY AT CONTROL JOINT LOCATIONS. 2x4 KEYWAY PLACE CORNER BARS AT OUTSIDE FACE. SIZE AND SPACING TO MATCH HORIZONTAL WALL REINFORCING. NOTE: SEE GENERAL STRUCTURAL NOTES FOR ADDITIONAL INFORMATION.AAA A = TYPICAL WALL REINFORCING LAP LENGTH CHAMFER CORNER WHERE EXPOSED. PROVIDE STANDARD HOOK FOR HORIZONTAL BARS AT END OF WALL, INSIDE FACE SEE ARCH DRAWINGS FOR NON-BEARING WALLS NOT SHOWN ON STRUCTURAL DRAWINGS THICKENED SLAB W/2-#4 CONT 2W 8"(W) WIDTH SEE PLANVARIESTHICKNESSMATCH SLAB#4@12"OC8"8" 3' - 0" SEE ARCH FOR DRAIN 6-#4 CONTINUOUS #4@12"OC WITH 4'-0" HORIZ LEG, EXTEND VERT LEG TO 3" CLEAR BOTTOM 6-#4 CONTINUOUS (W) WIDTH T/WALL SEE ARCH, HEIGHT=15'-0" MAX #6@32"OC VERT, CENTERED IN WALL. PROVIDE DOWELS (W/ STD HOOK) TO MATCH VERTICAL REINFORCING SIZE AND SPACING.1' - 0"2W EQEQ#5x5'-0"@16"OC. CENTER IN SLAB DEPTH AND CENTER ON WALL NOTE: REFER TO MASONRY LAP LENGTH SCHEDULE ON S6.201 FOR REQUIRED LAP LENGTHS. NOTE: SEE PLAN AND SCHEDULES FOR WALL AND FOOTING REINFORCEMENT SEE CIVIL FOR PAVING VENEER, SEE ARCH SLAB ON GRADE, SEE PLAN STEEL STUD, BY SUPPLIER 8" LEDGE SEE PLAN BOND BREAK 8" TYP#4x3'-0"@12"OC DOWELS, EQUAL LEGS NOTE: SEE PLAN AND SCHEDULES FOR WALL AND FOOTING REINFORCEMENT SLOPE 1/4" PER FT #4x3'-0"@12"OC DOWELS, EQUAL LEGS. TYP 3 SIDES #4@12"OC EACH WAY BOTTOM, 1 1/2" CLEAR COVER 4" MINSEE ARCH FOR JOINT SIZE AND LOCATION. #4x3'-0"@12"OC DOWELS, CENTER ON JOINT. SEE ARCH FOR STOOP SIZE 3 SIDES 8" TYP SEE PLAN #4x3'-0"@12"OC DWLS CENTER ON JOINT NOTE: SEE PLAN AND SCHEDULES FOR WALL AND FOOTING REINFORCEMENT #4@12"OC EACH WAY, CENTER IN SLAB SEE ARCH FOR JOINT LOCATION SLOPE 1/4 / F OOT, MI N PLACE APRON SLAB ON MIN 3'-6" FREE DRAINING GRANULAR FILL MATERIAL #4x3'-0"@16"OC DWLS (EQUAL LEGS)6" MINSEE ARCH FOR APRON SIZE SEE PLAN NOTE: SEE PLAN AND SCHEDULES FOR WALL AND FOOTING REINFORCEMENT SEE CIVIL FOR PAVING SLAB ON GRADE, SEE PLAN #_x_'-_" @__" OC DOWELS, EQ LEGS GLAZING, SEE ARCH FOR SIZE/LOCATION. GLAZING ATTACHMENT TO SLAB BY SUPPLIER. SEE PLAN INSULATION, SEE ARCH PRECAST WALL PANEL, SEE ARCH. BOND BREAK, TYP EMBED PLATE AND CONNECTION BY PRECAST SUPPLIER SHIM AND GROUT BY PRECAST SUPPLIER NOTE: SEE PLAN AND SCHEDULES FOR WALL AND FOOTING REINFORCEMENT SEE CIVIL FOR PAVING. AT 16A:SLAB ON GRADE BOTH SIDES OF WALL SLAB ON GRADE, SEE PLAN SEE PLAN 6120 Earle Brown Drive, Suite 700 Minneapolis, MN 55430 Phone: (763) 843-0420 Fax: (763) 843-0421 www.bkbm.com 2023 BKBM Engineers Bakke Kopp Ballou & McFarlin, Inc. All rights reserved. This document is an instrument of service and is the property of BKBM Engineers and may not be used or copied without prior written consent. C BKBM ENGINEERS BKBM Project No. 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 Professional Engineer under the laws of the state of Minnesota. Date 23253.00 10/5/2023 2:02:24 PMAutodesk Docs://232010 - MN CI Cottage Grove - New Utility Building/23253_rs22_central.rvtCentral: Autodesk Docs://232010 - MN CI Cottage Grove - New Utility Building/232010 - MN CI Cottage Grove - NewUtility Building.rvtCITY OF COTTAGE GROVE NEW UTILITY & ENGINEERING BUILDING S5.201 SECTIONS AND DETAILS 12800 RAVINE PKWY COTTAGE GROVE, MN 55016 XXXX IDEAL AVENUE COTTAGE GROVE, MN 55016 NOT FOR CONSTRUCTION FINAL OWNER REVIEW KTK KLC 08/04/2023 232010 Issue Date James E. Dorr 52586 S5.201 1 TYPICAL FOOTING STEP SECTION S5.201 2 DETAIL S5.201 3 PIPING EXCAVATION ADJACENT TO FOOTINGS S5.201 4 TYPICAL CONTROL/CONSTRUCTION JOINT S5.201 5 TYPICAL INTERIOR COLUMN AT SLAB ON GRADE DETAIL S5.201 6 TYPICAL SLAB AT STEEL TUBE COLUMN DETAIL S5.201 7 TYPICAL VERTICAL CONTROL/CONSTRUCTION JOINT IN CONC WALL S5.201 8 TYPICAL CONCRETE WALL INTERSECTION REINFORCING - PLAN S5.201 9 TYPICAL NON-STRUCTURAL CMU WALL SUPPORT AT 4" SOG S5.201 10 SECTION 3SGT002 S5.201 11 SECTION KLC S5.201 14 SECTION S5.201 12 TYPICAL STOOP S5.201 13 TYPICAL APRON SLAB 3SGW006 S5.201 15 SECTION KLC S5.201 S5.201 16 16A SECTION Revisions Description Date Num FINAL CD SET DRAFT NOT FOR CONSTRUCTION VERTICAL SLOTTED INSERT AND CONNECTION STRAP BY PRECAST SUPPLIER. TWO PER PANEL MIN. 3/16 2 3/16 2 2"x4" MIN WELD PLATE EMBEDDED IN PLANK BY PRECAST SUPPLIER @48"OC MAX PC WALL PANEL, SEE ARCH CONNECTION OF ANGLE TO WALL PANEL BY PRECAST SUPPLIER, TWO PER PANEL MIN. 2"x4" MIN WELD PLATE EMBEDDED IN PLANK BY PRECAST SUPPLIER @48"OC MAX 3/16 STEEL ANGLE BY PRECAST SUPPLIER PC WALL PANEL, SEE ARCH #3x3'-0" CENTER ON JOINT, GC OPTION TO USE 1/4"x4'-0" STRAND @48"OC MAX. GROUT SOLID INTO PLANK KEYWAY OR CORE. 1/8" BEARING STRIP TYPICAL EACH SIDE OF WALL PC WALL PANEL, SEE ARCH. PC SUPPLIER TO DESIGN AND SUPPLY CONNECTIONS TO BRACE WALL AND TRANSFER FORCES SHOW ON PLAN. 1/2 WALL DIM 3 1/2" MIN BRG CONNECTION BY PC SUPPLIER, TYP #3x3'-0"@48"OC W/6" HOOK. BREAK OUT 6" WIDTH OF PC AT DOWEL LOCATIONS ONLY. GROUT DOWEL INTO FIRST FULL CORE. 1/8" BEARING STRIP TYPICAL EACH SIDE OF WALL PC WALL PANEL, SEE ARCH. PC SUPPLIER TO DESIGN AND SUPPLY CONNECTIONS TO BRACE WALL AND TRANSFER FORCES SHOW ON PLAN. 5 1/2" MIN BRG CONNECTION BY PC SUPPLIER, TYP 6" TO HOOK 2x4 MIN WELD PLATE EMBEDDED IN PLANK, BY PC SUPPLIER@48"OC MAX. #3x3'-0"@48"OC WITH 6" HOOK. BREAK OUT 6" WIDTH OF PRECAST AT DOWEL LOCATIONS ONLY. GROUT DOWEL INTO FIRST FULL CORE. 3/16 FOR PLANK SPANNING PARALLEL TO BEAM, PROVIDE SHIM PLATES AT CAMBER @8'-0"OC (3 PER PLANK MIN), WELD TO STEEL BEAM ONLY. 1" CL BEAM 6" TO HOOK RAILING, SEE ARCH PLANK SPAN DIRECTION VARIES, SEE PLAN 4"MC18x42.7 W/ PL 5/16x5xCONT. PROVIDE 1/2"Øx6" MIN EMBED CONC SCREW ANCHORS @__"OC INTO TOP AND FACE OF PLANK. GROUT CORES SOLID AT ANCHOR LOCATIONS. NON-STRUCTURAL CMU, SEE ARCH. AT 6A:PRECAST WALL, SEE PLAN. 3/16 3-12 3/16 3-12 6120 Earle Brown Drive, Suite 700 Minneapolis, MN 55430 Phone: (763) 843-0420 Fax: (763) 843-0421 www.bkbm.com 2023 BKBM Engineers Bakke Kopp Ballou & McFarlin, Inc. All rights reserved. This document is an instrument of service and is the property of BKBM Engineers and may not be used or copied without prior written consent. C BKBM ENGINEERS BKBM Project No. 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 Professional Engineer under the laws of the state of Minnesota. Date 23253.00 10/5/2023 2:02:25 PMAutodesk Docs://232010 - MN CI Cottage Grove - New Utility Building/23253_rs22_central.rvtCentral: Autodesk Docs://232010 - MN CI Cottage Grove - New Utility Building/232010 - MN CI Cottage Grove - NewUtility Building.rvtCITY OF COTTAGE GROVE NEW UTILITY & ENGINEERING BUILDING S5.211 SECTIONS AND DETAILS 12800 RAVINE PKWY COTTAGE GROVE, MN 55016 XXXX IDEAL AVENUE COTTAGE GROVE, MN 55016 NOT FOR CONSTRUCTION FINAL OWNER REVIEW KTK KLC 08/04/2023 232010 Issue Date James E. Dorr 52586 S5.211 1 SECTION S5.211 2 SECTION S5.211 3 SECTION 3PCP006 MODIFIED S5.211 4 SECTION 3PCP010 MODIFIED S5.211 5 SECTION 3PCP015 S5.211 S5.211 6 KLC 6A SECTION Revisions Description Date Num FINAL CD SET DRAFT NOT FOR CONSTRUCTION ROOF DECK SPAN DIRECTION 100 PLF (1.0WL) 2 - SPAN MINIMUM SHEET LENGTH 3 - SPAN PREFERRED 1.5" ROOF DECK 1.5" COMP DECK 36/9 PATTERN 36/7 PATTERN 36/5 PATTERN 36/4 PATTERN 36/3 PATTERN END LAP - 5/8"Ø PUDDLE WELD SIDE MARGIN (LONGITUDINAL EDGE) 3/8"x1 1/2" SEAM WELD SIDE LAP, TYP - #10 TEK SCREWS 36" COVERAGE 36" COVERAGE.SPACING OF FASTENERS DIAGRAMMATIC ONLY SEE DECK FASTENER SCHEDULE FOR DIMENSIONS. INTERMEDIATE SUPPORTS - 5/8"Ø PUDDLE WELD 0" AT COMPOSITE DECK 2" MIN END LAP2" AND 3" COMP DECK 36/4 PATTERN 36" COVERAGE 3" ROOF DECK 24/4 PATTERN 24" COVERAGE DECK FASTENER SCHEDULE DECK TYPE INTERMEDIATE SUPPORTS AND END LAPS SIDE MARGINS AND SIDE LAPS 3" ROOF DECK 24/4 PATTERN TYP 24"OC MAX 1.5" ROOF DECK __/__ PATTERN TYP _"OC MAX NOTE: OTHER POWER DRIVEN FASTENERS MAY BE USED IF SPACING PROVIDES EQUIVALENT DIAPHRAGM CAPACITY. RECEIVE WRITTEN APPROVAL FROM ARCHITECT. DIM 'S' JOIST TOP CHORD OR PURLIN TOP FLANGE 4 FRAMING ANGLES (TOP OF ANGLES FLUSH WITH TOP OF BEAMS OR JOISTS). SEE SCHEDULE FOR SIZES COORDINATE SIZE AND LOCATION OF OPENINGS WITH ARCH AND MECH PRIOR TO FABRICATION 4 CLIP ANGLES L4x4x1/4x0'-5" (PLACE 1/4" ABOVE FRAMING ANGLES) TIGHT TO TOP EDGE OF JOIST OR BEAM AT JOIST FRAMING LOCATE CLIP ANGLES AT TOP CHORD PANEL POINTS OR PROVIDE STIFFENER PER 4/S5.221. ANGLE 'A' MAY BE OMITTED WHEN DIMENSION 'Y' IS 6" OR LESS ANGLE 'B' (TYP) ANGLE 'A'DIM 'X''Y' 3/16 TYP 3/16 TYP DIM 'S' ANGLE 'A' 0' TO 6' 0' TO 4' 0' TO 6' 4' TO 8' 6' TO 10' 0' TO 4' 6' TO 10' 4' TO 8' L3x3x1/4 L3x3x1/4 L4x3x1/4 (LLV) L4x3x1/4 (LLV) L3x3x1/4 L5x3x1/4 (LLV) L5x3x1/4 (LLV) L5x3x1/4 (LLV) DIM 'X' ANGLE 'B' CL JOIST/PURLIN CL JOIST/PURLIN CASE 1:FOR OPENING WIDTHS OF 5 1/2" OR LESS, WHICH CUT NO MORE THAN ONE VERTICAL FLUTE WEB - NO REINFORCING IS REQUIRED CASE 2:FOR OPENING WIDTHS OF 11 1/2" OR LESS, WHICH CUT NO MORE THAN THREE VERTICAL FLUTE WEBS - REINFORCING IS REQUIRED CASE 3:FOR LARGER OPENINGS - PROVIDE ANGLE FRAME PER 2/S5.221. NOTES: 1. THIS DETAIL ONLY APPLIES TO OPENINGS IN 1 1/2" WIDE RIB ROOF DECK, 20 GA. MIN. 2. FOR GROUPS OF OPENINGS, IF A CLEAR DISTANCE OF TWO TIMES THE LARGEST OPENING DIMENSION CANNOT BE PROVIDED BETWEEN OPENINGS, TREAT GROUP OF OPENINGS AS A SINGLE OPENING AND PROVIDE AN ANGLE FRAME PER 2/S5.221. 3. FOR CASE 2, IF OPENING IS WITHIN 2" FROM A JOIST OR ANOTHER SUPPORT, ANGLE ONLY REQUIRED FOR ONE SIDE OF OPENING. 5 1/2" MAX CUT NO MORE THAN ONE VERTICAL FLUTE WEB CUT NO MORE THAN THREE VERTICAL FLUTE WEBS 11 1/2" MAX L2x2x1/8x3'-0" EACH SIDE OF OPENING #10 TEK SCREW FROM DECK INTO ANGLE BELOW, AT TWO LOW FLUTES ADJACENT TO EACH SIDE OF OPENING. IF FASTENED FROM UNDERSIDE, PREDRILL HOLES IN ANGLE. 3"+ 3"+ MAX 3" MAX 3" ATTACH ALL CONCENTRATED LOADS (PIPING, MECH ROOFTOP EQUIP CURBS, ETC) TO THE JOIST WITHIN 3" OF THE JOIST PANEL POINT OR PROVIDE STIFFENER ANGLES AS SHOWN. FOR PIPING EXCEEDING 20 PLF OR EQUIVALENT GROUPINGS, NOTIFY THE STRUCTURAL ENGINEER PRIOR TO INSTALLATION. PIPES EXCEEDING 10 PLF PARALLEL TO JOIST SHALL BE CENTERED BETWEEN JOIST AND A SPREADER MEMBER INSTALLED. FOR PIPING EXCEEDING 20 PLF OR EQUIVALENT GROUPINGS NOTIFY THE STRUCTURAL ENGINEER PRIOR TO INSTALLATION. PIPE OR OTHER EQUIPMENT 2-L2x2x1/8 STIFFENER. IF ANGLE LENGTH EXCEEDS 10', WELD SHIM BETWEEN ANGLES AT MIDPOINT. 2-L2x2x1/8 STIFFENER 1/8 TYP NOTE: COORDINATE HANGING LOAD LOCATIONS WITH ARCHITECTURAL, MECHANICAL, AND ELECTRICAL DRAWINGS. 1/4 1/4"1/4" NOTE: STEEL BEAM FRAMING NOT SHOWN FOR CLARITY. NOTE: JOIST AND DECK SLOPING NOT SHOWN FOR CLARITY. 5/8" CAP PLATE, COORDINATE WIDTH WITH JOIST SUPPLIER 3" TYP BOLT AS REQUIRED FOR ERECTION PURPOSES, TYPSEE GENERAL STRUCTURAL NOTES FOR JOIST TO CAP PLATE WELD, TYP CL COLUMN NOTE: STEEL BEAM FRAMING NOT SHOWN FOR CLARITY. NOTE: JOIST AND DECK SLOPING NOT SHOWN FOR CLARITY. 5/8" CAP PLATE, COORDINATE WIDTH WITH JOIST SUPPLIER BOLT AS REQUIRED FOR ERECTION PURPOSES, TYP L3x3x1/4 CONT, SEE 5/S5.221 FOR ANGLE SPLICE, WELD DECK TO ANGLE PER 1/S5.221. SEE GENERAL STRUCTURAL NOTES FOR JOIST TO CAP PLATE WELD 1/4 TYP 3" SEE PLAN 1" 3/16 3/16 CL COLUMN MIN LAP 6" MIN LAP 6" BP2x2x5/16 CONT EDGE ANGLE, SEE SECTIONS FOR SIZE AND THICKNESS 3/16 4 EACH END CL ANGLE SPLICE VERTICAL SLIP CONNECTION BY CFS SUPPLIER CFS FRAMING, SEE ARCH, DESIGN BY SUPPLIER SEE PLAN WELD DECK TO BEAM/ANGLE PER 1/S5.221. 3/16 2-12 3/16 2-12 L4x3x1/4 CONT, LLH. SEE 5/S5.221 FOR SPLICES. CL BEAM SLOPED BEAM, SEE PLAN VENEER AS OCCURS, SEE ARCH SEE PLAN WELD DECK TO BEAM/ANGLE PER 1/S5.221. SPLICE PER 5/S5.221. 3/16 2-12 3/16 2-12 AT TOP AND BOT ANGLE L4x3x1/4 CONT, LLH TOP AND BOT GLAZING WITH VERTICAL SLIP CONNECTION AT TOP, SEE ARCH. AT EACH C6, PROVIDE L3x3x1/4 TO ADJACENT BEAM TOP FLANGE. 5/16" GUSSET PLATE, TYP EA END 3/16 2 3/16 2 CFS FRAMING, SEE ARCH, DESIGN AND CONNECTIONS BY SUPPLIER. CL BEAM SLOPED BEAM, SEE PLAN 1" MINCONT L8X6X1/2, LLH VENEER, SEE ARCH FOR EXTENTS IN PLANE OF STUDS, C6X10.5 @48"OC MAX AND WITHIN 12" OF ENDS. 1/4 1/4 1/4 1/4AT TOP AND BOT ANGLE 3/16 2 3/16 2 TYP EA END DESIGN STEEL STUD OUTRIGGER AND CONNECTIONS TO STUDS FOR 60 PLF (SNOW, SERV) APPLED AT TIP OF OUTRIGGER, SEE ARCH FOR EXTNETS. DESIGN STEEL STUDS/BOX HEADER FOR CURTAIN WALL REACTION. STRUCTURALLY ACCEPTABLE TO SPAN BOX HEADER TO ADJACENT CHANNEL FRAMES IN LIEU OF STUD JAMBS AT ENDS OF OPENINGS. CFS FRAMING, SEE ARCH, DESIGN BY SUPPLIER EXTEND JOIST TO WITHIN 2" OF INSIDE FACE OF STUDS. SEE PLAN VERTICAL SLIP CONNECTION BY CFS SUPPLIER WELD DECK TO JOIST/ANGLE PER 1/S5.221. L4x3x1/4 CONT, LLH. SEE 5/S5.221 FOR ANGLE SPLICE. 3/16 2-12 3/16 2-12 CL BEAM NOTE: JOIST AND DECK SLOPING NOT SHOWN FOR CLARITY. VENEER AS OCCURS, SEE ARCH SEE 10/S5.221 FOR JOIST AND DECK INFORMATION. CL BEAM SEE 9/S5.221 FOR BRICK SUPPORT AND STEEL STUD INFORMATION. PROVIDE CHANNEL AT EACH JOIST. INSTALL KICKER AT 1:1 (H:V) OR SHALLOWER SLOPE. SLOPED BEAM, SEE PLAN VENEER, SEE ARCH FOR EXTENTS SEE 1/S5.211 FOR ADDITIONAL INFORMATION JOINT 2" EXP VARIES, SEE PLAN PC WALL PANEL, SEE ARCH AT 13A: NO PLANK THIS SIDE. GRID BEAM, SEE PLAN SEE 8/S5.221 FOR ADDITIONAL INFORMATION NOTE: DECK SLOPING NOT SHOWN FOR CLARITY JOINT 2" EXP VARIES, SEE PLAN PC WALL PANEL, SEE ARCH GRID BEAM, SEE PLAN SEE 10/S5.221 FOR ADDITIONAL INFORMATION NOTE: JOIST AND DECK SLOPING NOT SHOWN FOR CLARITY VARIES, SEE PLAN PC WALL PANEL, SEE ARCH PROVIDE FULL HEIGHT POCKET FOR JOIST PLACEMENT. FILL POCKET WITH ROOF INSULATION. JOIST BEARING PLATE BY PRECAST SUPPLIER L4x4x5/16 CONT. WELD DECK TO ANGLE PER 1/S5.221, SPLICE ANGLE PER 5/S5.221. MIN 4"x6" EMBED PLATE BY PRECAST SUPPLIER, MIN 3 PER PANEL. 1/4 NOTE: JOIST AND DECK SLOPING NOT SHOWN FOR CLARITY VARIES, SEE PLAN PC WALL PANEL, SEE ARCH PC SUPPLIER TO DESIGN WALL AND CONNECTION FOR GRAVITY LOAD OF 0.6 KLF (ULTIMATE) APPLIED 3" FROM FACE OF PANEL MIN 5"x5" EMBED PLATE BY PRECAST SUPPLIER @4'-0"OC MAX (MIN 2 PER PANEL). COORD ELEVATION OF EMBEDS WITH SLOPED DECK. L4x4x3/8 CONT, WELD DECK TO ANGLE PER 1/S5.221 DECK SPANNING TO WALL, SEE PLAN 3/16 3/16 NOTE: JOIST AND DECK SLOPING NOT SHOWN FOR CLARITY PC WALL PANEL, SEE ARCH NOTE: JOIST AND DECK SLOPING NOT SHOWN FOR CLARITY EMBED PLATE BY PC SUPPLIER NOTE: JOIST AND DECK SLOPING NOT SHOWN FOR CLARITY GIRDER, SEE PLAN L3x3x1/4 KICKER AT EACH JOIST TO FIRST TOP CHORD PANEL POINT, TYP 5/16" GUSSET PLATE, TYP 3/16 2 3/16 2 TYP, EA END PC WALL PANEL, SEE ARCH NOTE: JOIST AND DECK SLOPING NOT SHOWN FOR CLARITY JOIST BEARING PLATE BY PC SUPPLIER L4x4x5/16 CONT. WELD DECK TO ANGLE PER _______, SPLICE ANGLE PER _______. MIN 6"x6" EMBED PLATE BY PC SUPPLIER, MIN 3 PER PANEL. COORDINATE ELEVATION. 3/163/16 STEEL ANGLE BY PRECAST SUPPLIER CONNECTION OR ANGLE TO WALL BY PRECAST SUPPLIER, TWO PER PANEL MINIMUM. L3x3x1/4xCONT, WELD TO JOIST. SEE 22/S5.221 FOR ANGLE SPLICE. WELD DECK TO ANGLE PER ________. PC WALL PANEL, SEE ARCH. INSULATION LOCATION/PRESENCE VARIES, SEE ARCH. NOTE: JOIST AND DECK SLOPING NOT SHOWN FOR CLARITY SEE 16/S5.221 FOR ADDITIONAL INFORMATION, TYP 6120 Earle Brown Drive, Suite 700 Minneapolis, MN 55430 Phone: (763) 843-0420 Fax: (763) 843-0421 www.bkbm.com 2023 BKBM Engineers Bakke Kopp Ballou & McFarlin, Inc. All rights reserved. This document is an instrument of service and is the property of BKBM Engineers and may not be used or copied without prior written consent. C BKBM ENGINEERS BKBM Project No. 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 Professional Engineer under the laws of the state of Minnesota. Date 23253.00 10/5/2023 2:02:25 PMAutodesk Docs://232010 - MN CI Cottage Grove - New Utility Building/23253_rs22_central.rvtCentral: Autodesk Docs://232010 - MN CI Cottage Grove - New Utility Building/232010 - MN CI Cottage Grove - NewUtility Building.rvtCITY OF COTTAGE GROVE NEW UTILITY & ENGINEERING BUILDING S5.221 SECTIONS AND DETAILS 12800 RAVINE PKWY COTTAGE GROVE, MN 55016 XXXX IDEAL AVENUE COTTAGE GROVE, MN 55016 NOT FOR CONSTRUCTION FINAL OWNER REVIEW KTK KLC 08/04/2023 232010 Issue Date James E. Dorr 52586 S5.221 1 STEEL DECK ATTACHMENT 5MDK002 S5.221 2 OPENING IN NEW ROOF DECK S5.221 3 OPENING IN 1 1/2" WIDE RIB ROOF DECK S5.221 4 CONCENTRATED LOADS ON NEW JOIST S5.221 6 JOIST AT TUBE COLUMN, BEARING EACH SIDE S5.221 7 JOIST AT TUBE COLUMN AT DECK EDGE S5.221 5 DETAIL S5.221 8 SECTION S5.221 9 SECTION 5BMS001A S5.221 10 SECTION S5.221 11 SECTION 5BMS003A S5.221 S5.221 13 13A SECTION S5.221 14 SECTION S5.221 15 SECTION S5.221 16 SECTION S5.221 17 SECTION 5JOM001 MODIFIED S5.221 18 SECTION KLC S5.221 19 SECTION KLC S5.221 20 SECTION Revisions Description Date Num 12 IS NO LONGER USED AND MAY BE TAKEN BY A NEW DETAIL FINAL CD SET DRAFT NOT FOR CONSTRUCTION D D.1C.5 H S S 5X 5X 1/4. . S5.301 7 . . S5.301 8OPP WP WP 1.1 HSS5X5X1/4 . . S5.301 7 OPP . . S5.301 8 WP WP DD.1 C.5 HSS5X5X1/4 . . S5.301 7OPP . . S5.301 8 WP WP 534 H SS5X5X1/4HSS5X5X1/4. . S5.301 6 . . S5.301 7 . . S5.301 7 OPP WP WP WP EQ EQ 4 HSS5X5X1/4. . S5.301 7 . . S5.301 8OPP WP WP 1/4 6 1/4 6 TYP 1/4 1/4 NOTE: ADJACENT FRAMING NOT SHOWN FOR CLARITY. WP 1/2" GUSSET PLATE. SLOT TUBE TO FIT GUSSET PLATE.TYP1" MIN,CLCLCL 2' - 8" MIN 1/4 12 1/4 12 1/4 6 1/4 6 1/2" GUSSET PLATE. SLOT TUBE TO FIT GUSSET PLATE. 1/4 9 1/4 9 SEE COLUMN SCHEDULE FOR BASE PLATE SIZE AND ANCHORAGE. SEE CONCRETE PIER SCHEDULE FOR ANCHOR REINFORCING (IF APPLICABLE). NOTE: FOUNDATION AND OTHER ELEMENTS NOT SHOWN FOR CLARITY WP 1/4 TYP1" MIN,CLCL 1/4 6 1/4 6 PROVIDE SP-3 PER SINGLE PLATE CONNECTION TABLE ON S6.201. 1/2" GUSSET PLATE. SLOT TUBE TO FIT GUSSET PLATE. 1/4 1/4 WP NOTES: 1. ADJACENT FRAMING NOT SHOWN FOR CLARITY. 2. SLOTTED HOLES ARE NOT PERMITTED IN CONNECTION AT EITHER END OF BEAM OR IN GUSSET.TYP1" MIN,1/2" CAP PLATE CL CLCL 1' - 4" MIN SEE PLAN FOR BEAM SIZE AND SINGLE PLATE CONNECTION TABLE ON S6.201. 6120 Earle Brown Drive, Suite 700 Minneapolis, MN 55430 Phone: (763) 843-0420 Fax: (763) 843-0421 www.bkbm.com 2023 BKBM Engineers Bakke Kopp Ballou & McFarlin, Inc. All rights reserved. This document is an instrument of service and is the property of BKBM Engineers and may not be used or copied without prior written consent. C BKBM ENGINEERS BKBM Project No. 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 Professional Engineer under the laws of the state of Minnesota. Date 23253.00 10/5/2023 2:02:27 PMAutodesk Docs://232010 - MN CI Cottage Grove - New Utility Building/23253_rs22_central.rvtCentral: Autodesk Docs://232010 - MN CI Cottage Grove - New Utility Building/232010 - MN CI Cottage Grove - NewUtility Building.rvtCITY OF COTTAGE GROVE NEW UTILITY & ENGINEERING BUILDING S5.301 BRACED FRAME ELEVATIONS 12800 RAVINE PKWY COTTAGE GROVE, MN 55016 XXXX IDEAL AVENUE COTTAGE GROVE, MN 55016 NOT FOR CONSTRUCTION FINAL OWNER REVIEW KTK KLC 08/04/2023 232010 Issue Date James E. Dorr 52586 S5.301 1 ELEVATION ALONG GRID 1.1 S5.301 2 ELEVATION ALONG GRID D S5.301 3 ELEVATION ALONG GRID 3 S5.301 4 ELEVATION ALONG GRID C S5.301 5 ELEVATION ALONG GRID A S5.301 6 DETAIL S5.301 7 DETAIL S5.301 8 DETAIL Revisions Description Date Num FINAL CD SET DRAFT NOT FOR CONSTRUCTION DETAIL A BASE PLATE DETAILS DETAIL B UNLESS NOTED OTHERWISE: 1. PROVIDE 4-3/4"Ø UNHEADED ANCHOR RODS WITH HEX NUT AT EMBED END, SEE 1/S6.201. EXTEND 9" INTO CONCRETE TO TOP OF NUT. 2. PROVIDE 1 1/2" NON-SHRINK GROUT BELOW BASE PLATE. 3. PROVIDE 2"x1/4" THICK WASHER AND NUT ON TOPSIDE OF BASE PLATE. CIRCULAR OR SQUARE WASHERS ARE ACCEPTABLE. 4. USE 1/2" COLUMN CAP PLATE AT TOP. 1/4TYP 1 1/2" TYP 2" 1/4 EQ EQ DETAIL C 1/4 TYP 1 1/2"1"UNLESS NOTED OTHERWISE: 1. PROVIDE PIER TYPE CP1 FOR BEAM BEARINGS AND OPENING JAMBS WHERE PIER IS NOT SHOWN. CONFIRM WITH ENGINEER PRIOR TO PLACEMENT. 2. PROVIDE HOOKED DOWELS INTO FOOTING TO MATCH VERTICAL REINFORCING. PROJECT INTO PIER PER CLASS B TENSION LAP SPLICE TABLE. SEE GENERAL STRUCTURAL NOTES FOR ADDITIONAL INFORMATION. 3. PROVIDE CROSSTIES AS SHOWN WITH 90° HOOK ONE END AND 135° HOOK OTHER END. SIZE TO MATCH TIES. ALTERNATE TIE CONFIGURATIONS MEETING ACI 318, SECTION 25.7.2.3 ARE ACCEPTABLE. 4. PROVIDE FIRST TIE MAXIMUM OF ONE-HALF TIE SPACING ABOVE TOP OF FOOTING. 5. EXTEND TIES TO WITHIN ONE-HALF TIE SPACING OF TOP OF PIER. PROVIDE MINIMUM OF 2-#4 OR 3-#3 TIES WITHIN 5" OF TOP OF PIER. 6. EXTEND VERTICAL REINFORCEMENT TO 2" CLEAR TOP OF PIER. CONCRETE PIER BAR PLACEMENT DETAILS DETAIL A DETAIL B DETAIL C BOLTED - DOUBLE ANGLE CONNECTION TABLE BEAM SIZE # OF BOLT ROWS Ø Rn COPED Ø Rn UNCOPED REMARKS W8x10-W8x31, W10x12-W10x22 2 19 (13K FOR W8x10, 17K FOR W8x13) 40 (30K FOR W8x10, 35K FOR W10x12) W8x35-W8x48, W10x26-W10x49 2 27 51 (46K FOR W10x26) W8x58-LARGER, W10x54-LARGER, 2 41 61 W12x14- W12x26, W14x22 3 36 (32K FOR W12x14) 58 (53K FOR W12x14) W12x30-W12x40 W14x26-W14x43, W16x26-W16x40, W18x35-W18x40 3 43 66 W12x45-LARGER, W14x48-LARGER, W16x45-LARGER, W18x46-LARGER 3 58 88 ALL W27 AND W30 5 136 156 ALL W33 AND W36 10 308 308 UNLESS NOTED OTHERWISE: *ASSUMES AISC STANDARD CONNECTION CONFIGURATION. 1. ALL BOLTS 3/4"Ø A325-N. 2. ALL ANGLES MINIMUM 5/16" THICK ASTM A36. ALL BEAMS ASTM A992. 3. FOR COPED BEAM Leh=1 1/2" MINIMUM. Lev=1 1/4" MINIMUM (PARAMETERS PER AISC 15TH EDITION). MAXIMUM COPE LENGTH = 5". MAXIMUM COPE DEPTH 20% OF BEAM DEPTH. 4. HORIZONTAL SHORT SLOTTED HOLES PERMITTED IN BEAM WEB AND OUTSTANDING ANGLE LEGS. 5. COORDINATE ANGLE LENGTHS WITH DRAWINGS AND COORDINATE BOLT LOCATIONS FOR ERECTION PURPOSES. 6. BEAMS REQUIRING ADDITIONAL BOLTS WILL BE NOTED ON THE DRAWINGS THUS: "DA-X" (X=NUMBER OF ROWS OF BOLTS). 7. CAPACITIES SHOWN REPRESENT MINIMUM CONNECTION CAPACITY FOR THE RANGE OF SIZES GIVEN. 1/8" MIN UNCOPED BEAM END COPED BEAM END1/8"1/8"7/8"1/8"d/5 MAX 1/8"d/5 MAX 1 1/2" MIN. 1 1/2" MIN. 1/8" d 1 1/4" MIN. 1 1/4" MIN. ALL W21 AND W24 4 81 123 6 187 187 BEAMS AS NOTED 7 193 (165K FOR W24) 217 BEAMS AS NOTED 8 222 247 BEAMS AS NOTED 9 256 278 BEAMS AS NOTED WEB STIFFENER REQUIRED FOR DOUBLE COPED BEAMS IF COPE LENGTH >0'-3" (MAX CAPACITY=7K W/OUT STIFFENER) WEB STIFFENER REQUIRED FOR DOUBLE COPED BEAMS IF COPE LENGTH >0'-3" (MAX CAPACITY=13K W/OUT STIFFENER) WEB STIFFENER REQUIRED FOR DOUBLE COPED BEAMS IF COPE LENGTH >0'-3" (MAX CAPACITY=19K W/OUT STIFFENER) WEB STIFFENER REQUIRED FOR DOUBLE COPED BEAMS IF COPE LENGTH >0'-3" (MAX CAPACITY=20K W/OUT STIFFENER) WEB STIFFENER REQUIRED FOR DOUBLE COPED BEAMS IF COPE LENGTH >0'-3" (MAX CAPACITY=25K W/OUT STIFFENER) WEB STIFFENER REQUIRED FOR DOUBLE COPED BEAMS IF COPE LENGTH >0'-3" (MAX CAPACITY=33K W/OUT STIFFENER) UNCOPED CAPACITY ASSUMES tw=0.36 UNCOPED CAPACITY ASSUMES tw=0.36 UNCOPED CAPACITY ASSUMES tw=0.36 UNCOPED CAPACITY ASSUMES tw=0.36 WEB STIFFENER REQUIRED FOR DOUBLE COPED BEAMS IF COPE LENGTH >0'-3" (MAX CAPACITY=73K W/OUT STIFFENER) SINGLE PLATE CONNECTION TABLE BEAM SIZE # OF BOLT ROWS Ø Rn COPED Ø Rn UNCOPED REMARKS W8x10-W8x31, W10x12-W10x22 2 19 (13K FOR W8x10, 17K FOR W8x13) 25 W8x35-W8x48, W10x26-W10x54 2 25 25 W8x58-LARGER, W10x60-LARGER 2 25 25 W12x14-W12x30 W14x22-W14x30 3 39 (32K FORW12x14, 36K FOR W12x16) 43 W12x35-LARGER, W14x34-LARGER 3 43 43 W16x26-W16x40, W18x35-W18x40 4 58 62 W16x45-LARGER, W18x46-LARGER 4 62 62 ALL W21 AND W24 5 80 80 USE ONLY WHERE NOTED FOR W24'S ALL W27 AND W30 6 95 95 USE ONLY WHERE NOTED ALL W33 AND W36 7 111 111 USE ONLY WHERE NOTED UNLESS NOTED OTHERWISE: *ASSUMES AISC STANDARD CONNECTION CONFIGURATION. 1. ALL BOLTS 3/4"Ø A325-N. PLATE WELDS 2-1/4" FULL LENGTH FILLET WELDS. 2. ALL PLATES 5/16" THICK ASTM A36. ALL BEAMS ASTM A992. 3. FOR COPED BEAMS Leh=1 1/2" MINIMUM. Lev=1 1/4" MINIMUM (PARAMETERS PER AISC 15TH EDITION). MAXIMUM COPE LENGTH = 5". MAXIMUM COPE DEPTHS = 20% OF BEAM DEPTH. 4. HORIZONTAL SHORT SLOTTED HOLES PERMITTED IN BEAM WEB. 5. COORDINATE PLATE LENGTH WITH DRAWINGS AND COORDINATE BOLT LOCATIONS FOR ERECTION PURPOSES. 6. BEAMS REQUIRING ADDITIONAL BOLTS WILL BE NOTED ON THE DRAWINGS THUS: "SP-X" (X=NUMBER OF ROWS OF BOLTS). 7. CAPACITIES SHOWN REPRESENT MINIMUM CONNECTION CAPACITY FOR THE RANGE OF SIZES GIVEN. 8. AT PURLIN TO HSS COLUMN CONNECTIONS, MINIMUM HSS TUBE WALL THICKNESS IS 1/4". PROVIDE DOUBLE ANGLE CONNECTION OR CONTACT EOR IF MINIMUM IS NOT MET. 1/8" MIN UNCOPED BEAM END COPED BEAM END1/8"1/8"7/8"1/8"d/5 MAX 1/8"d/5 MAX 1 1/2" MIN. 1 1/2" MIN. 1/8" d 1 1/4" MIN. 1 1/4" MIN. WEB STIFFENER REQUIRED FOR DOUBLE COPED BEAMS IF COPE LENGTH >0'-3" (MAX CAPACITY=7K W/OUT STIFFENER) WEB STIFFENER REQUIRED FOR DOUBLE COPED BEAMS IF COPE LENGTH >0'-3" (MAX CAPACITY=13K W/OUT STIFFENER) WEB STIFFENER REQUIRED FOR DOUBLE COPED BEAMS IF COPE LENGTH >0'-3" (MAX CAPACITY=21K W/OUT STIFFENER) WEB STIFFENER REQUIRED FOR DOUBLE COPED BEAMS IF COPE LENGTH >0'-3" (MAX CAPACITY=19K W/OUT STIFFENER) WEB STIFFENER REQUIRED FOR DOUBLE COPED BEAMS IF COPE LENGTH >0'-3" (MAX CAPACITY=28K W/OUT STIFFENER) WEB STIFFENER REQUIRED FOR DOUBLE COPED BEAMS IF COPE LENGTH >0'-3" (MAX CAPACITY=45K W/OUT STIFFENER) TOP OF PILE CAP, GRADE BEAM, FOOTING, PIER, SLAB OR CONC BEAM. PROVIDE UPSET THREADS, TYPICAL AT TOP AND BOTTOM OF ROD LEVELING NUT, AT CONTRACTOR'S OPTION WASHER AND HEAVY HEX NUT. SEE STEEL COLUMN SCHEDULE FOR WASHER SIZE. AT BRACED FRAMES: PROVIDE ADDITIONAL 3/8"x3"Ø WASHERS WITH STANDARD HOLE AND WELD WASHERS TO BASE PLATE WITH 1/4" ALL-AROUND FILLET WELD.REQ'D (6" MIN)PROJECT ANDTHREAD ASSEE SCHEDULEEMBEDMENT LENGTHMIN2"ANCHOR BOLT, SEE SCHEDULE HEAVY HEX NUT. TACK WELD OR DAMAGE THREADS AT NUT.BASE PLATE THICKNESSSEE SCHEDULETHICKNESS >2")1 1/2" NON-SHRINKGROUT(2" WHEN BASE PLATENOTE: SEE PLAN NOTES AND COLUMN SCHEDULE NOTES FOR EXCEPTIONS. D CLASS 'A' TENSION LAP SPLICE TABLE BAR SIZE #3 #4 #5 #6 #7 #8 #9 #10 #11 f'c (psi) 1'-6" 1'-5" 1'-4" 1'-3" 1'-1" 1'-0" 1'-0" 1'-0" 2'-0" 1'-10" 1'-9" 1'-7" 1'-5" 1'-4" 1'-3" 1'-2" 1'-5"1'-6"1'-8"1'-10"2'-0"2'-2"2'-4"2'-6" 3'-0" 2'-9" 2'-7" 2'-5" 2'-2" 2'-0" 1'-10" 1'-9" 2'-6"2'-8"2'-10"3'-2"3'-6"3'-9"4'-0"4'-5" 2'-10"3'-0"3'-3"3'-7"4'-0"4'-3"4'-7"5'-0" 3'-2"3'-5"3'-8"4'-0"4'-6"5'-2"5'-8" 3'-6"3'-9"4'-1"4'-6"5'-0"5'-9"6'-4" 3'-11"4'-2"4'-6"4'-11"5'-6"6'-4"7'-1" 4'-10" 5'-4" 5'-10" NOTES: 1. THESE TABLES SHOW LENGTHS FOR PLAIN, BOTTOM ASTM A615 GRADE 60 BARS IN NORMAL WEIGHT CONCRETE, MEETING THE SPACING AND COVER LIMITATIONS GIVEN BELOW. MULTIPLY THESE LENGTHS BY ALL OF THE APPLICABLE FACTORS GIVEN FOR OTHER CONDITIONS. SPECIFIC EMBEDMENT, LAP, OR PROJECTION LENGTHS SHOWN ON DRAWINGS GOVERN OVER THESE TABLES. 2. SPACING AND COVER REQUIREMENTS. a. CLEAR SPACING BETWEEN BARS AT SPLICE ≥2db AND CLEAR COVER ≥db OR b. CLEAR SPACING BETWEEN BARS AT SPLICE ≥db AND CLEAR COVER ≥db AND STIRRUPS/TIES OVER FULL LENGTH OF SPLICE. STIRRUPS/TIES TO BE SPACED SUCH THAT: s x n≤16 FOR #3 TIES/STIRRUPS s x n≤32 FOR #4 TIES/STIRRUPS s x n≤50 FOR #5 TIES/STIRRUPS db = BAR DIAMETER IN INCHES, s = SPACING OF TIES/STIRRUPS, n = NUMBER OF BARS SPLICED AT A GIVEN LOCATION. 3. MULTIPLY GIVEN SPLICE LENGTHS BY ALL THE FOLLOWING APPLICABLE FACTORS: a. MULTIPLY BY 1.5 IF SPACING OR COVER REQUIREMENTS ARE NOT MET. b. MULTIPLY BY 1.3 FOR TOP BARS. TOP BARS ARE DEFINED AS HORIZONTAL BARS WITH MORE THAN 12" OF FRESH CONCRETE BELOW THE BAR. c. MULTIPLY BY 1.2 FOR #3 OR #4 EPOXY COATED BARS SPACED 4" MIN OC WITH 1 1/2" MIN CLEAR COVER. d. MULTIPLY BY 1.31 FOR OTHER EPOXY COATED TOP BARS. e. MULTIPLY BY 1.5 FOR OTHER EPOXY COATED BARS (EXCEPT TOP BARS). f. MULTIPLY BY 1.3 FOR LIGHTWEIGHT CONCRETE. g. MULTIPLY BY fy/60 FOR BARS WITH YIELD STRESS >60 KSI. 4. USE CLASS 'B' TENSION LAP SPLICES UNLESS SPECIFICALLY NOTED OTHERWISE. 5. COMPRESSION LAP LENGTH, ONLY WHERE NOTED, TO BE 30db. INCREASE TO 44db FOR Fy = 75 KSI, AND 57db FOR Fy = 90 KSI. CLASS 'B' TENSION LAP SPLICE TABLE #3 #4 #5 #6 #7 #8 #9 #10 #11 f'c (psi) 2500 3000 3500 4000 5000 6000 7000 8000 1'-11" 2'-7" 3'-3" 3'-11" 5'-8" 6'-6" 7'-4" 8'-3" 9'-2" 1'-10" 2'-5" 3'-0" 3'-7" 5'-3" 6'-0" 6'-9" 7'-6" 8'-2" 1'-8" 2'-3" 2'-9" 3'-4" 4'-10" 5'-6" 6'-3" 6'-11" 7'-7" 1'-7" 2'-1" 2'-7" 3'-1" 4'-6" 5'-2" 5'-10" 6'-6" 7'-1" 1'-5" 1'-11" 2'-4" 2'-10" 4'-1" 4'-8" 5'-3" 5'-9" 6'-4" 1'-4" 1'-9" 2'-2" 2'-7" 3'-9" 4'-3" 4'-9" 5'-3" 5'-10" 1'-2" 1'-7" 2'-0" 2'-4" 3'-5" 3'-11" 4'-5" 4'-11" 5'-5" 1'-2" 1'-6" 1'-10" 2'-3" 3'-3" 3'-8" 4'-2" 4'-7" 5'-0" BAR SIZE 2500 3000 3500 4000 5000 6000 7000 8000 PROVIDE 4-#4 U-BARS W/ 18" VERTICAL LEGS. SET VERTICAL LEG OF U-BARS TIGHT TO TIES. BARS PARALLEL TO BRACE DIRECTION. SEE COLUMN SCHEDULE FOR ANCHOR BOLT SIZES AND QUANTITIES (VARIES) PIER REINF, SEE SCHEDULE 1-#4 TIE TIGHT TO INSIDE OF VERTICAL PIER BARS DIRECTLY UNDER U-BARS. ANCHOR RODSET TIGHT TOANCHOR RODSET TIGHT TO2-5/16 PLATES W/ 3/4"Ø A325N BOLTS. NOTES: 1. WHERE TWO BEAMS OF DIFFERENT SIZE ARE SPLICED, USE NUMBER OF BOLTS FOR LARGER BEAM UP TO MAXIMUM NUMBER OF BOLTS THAT WILL FIT IN SMALLER BEAM. 2. SPLICES REQUIRING ADDITIONAL BOLTS WILL BE NOTED AS SPL-X WHERE "X" IS THE NUMBER OF ROWS OF BOLTS. 1 1/2" 3" MAX 3" MAX 1 1/2"1 1/4" MINSPACING3" TYP BOLT1 1/4" MINBEAM SIZE W8, W10 2 W12, W14, W16, W18 3 4 5 6 W21, W24 W27, W30 W33, W36 1 1/2" MIN # OF BOLT ROWS UNLESS NOTED OTHERWISE: 1. BASED ON Fy = 60 KSI. 2. MULTIPLY LAPS BY 1.5 FOR EPOXY COATED REINFORCEMENT (MINIMUM LAP IS 18"). 3. #6 BAR CENTERED IN 12" AND LARGER WALLS MAY BE REDUCED TO 26". 4. SEE GENERAL STRUCTURAL NOTES FOR LAP LENGTH OF HORIZONTAL REINFORCING. 5. LAP LENGTHS ARE VALID FOR 8" (AND LARGER) SINGLY REINFORCED OR 10" (AND LARGER) DOUBLY/ECCENTRICALLY REINFORCED WALLS WHERE DISTANCE FROM CENTER OF BAR TO OUTSIDE FACE OF CMU IS ≥3". FOR OTHER CONDITIONS, CONFIRM LAP WITH ENGINEER. #3 #4 #5 #6 12" 16" 26" 49" MASONRY VERTICAL REINFORCING LAP LENGTH SCHEDULE - F'm = 2000 PSI LAP LENGTHBAR SIZE 6120 Earle Brown Drive, Suite 700 Minneapolis, MN 55430 Phone: (763) 843-0420 Fax: (763) 843-0421 www.bkbm.com 2023 BKBM Engineers Bakke Kopp Ballou & McFarlin, Inc. All rights reserved. This document is an instrument of service and is the property of BKBM Engineers and may not be used or copied without prior written consent. C BKBM ENGINEERS BKBM Project No. 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 Professional Engineer under the laws of the state of Minnesota. Date 23253.00 10/5/2023 2:02:27 PMAutodesk Docs://232010 - MN CI Cottage Grove - New Utility Building/23253_rs22_central.rvtCentral: Autodesk Docs://232010 - MN CI Cottage Grove - New Utility Building/232010 - MN CI Cottage Grove - NewUtility Building.rvtCITY OF COTTAGE GROVE NEW UTILITY & ENGINEERING BUILDING S6.201 SCHEDULES AND DETAILS 12800 RAVINE PKWY COTTAGE GROVE, MN 55016 XXXX IDEAL AVENUE COTTAGE GROVE, MN 55016 NOT FOR CONSTRUCTION FINAL OWNER REVIEW KTK KLC 08/04/2023 232010 Issue Date James E. Dorr 52586 COLUMN FOOTING SCHEDULE MARK FOOTING SIZE REINFORCINGWIDTH LENGTH THICKNESS CF4-0 4' - 0" 4' - 0" 1' - 2" 4-#5 BOTTOM, EA WAY CF5-0 5' - 0" 5' - 0" 1' - 4" 6-#5 BOTTOM, EA WAY CF5-0A 5' - 0" 5' - 0" 1' - 4" 6-#5 TOP AND BOTTOM, EA WAY CF6-0 6' - 0" 6' - 0" 1' - 6" 6-#6 BOTTOM, EA WAY CF7-0 7' - 0" 7' - 0" 1' - 8" 7-#6 BOTTOM, EA WAY CF8-0 8' - 0" 8' - 0" 1' - 10" 9-#6 BOTTOM, EA WAY CF8-0A 8' - 0" 8' - 0" 1' - 10" 9-#6 TOP & BOT, EA WAY CONTINUOUS WALL FOOTING SCHEDULE MARK FOOTING SIZE REINFORCINGWIDTH THICKNESS WF1-4 1' - 4" 1' - 0" 2-#5 BOTTOM, CONT WF2-0 2' - 0" 1' - 0" 2-#5 BOTTOM, CONT WF2-6 2' - 6" 1' - 0" 3-#5 BOTTOM, CONT WF3-0 3' - 0" 1' - 2" 3-#5 BOTTOM, CONT WF3-6 3' - 6" 1' - 4" 4-#5 BOTTOM, CONT STEEL COLUMN SCHEDULE MARK SIZE BASE PLATE SC1 HSS5x5x5/16 12x1x1'-0", SEE DETAIL 'A' SC2 HSS6x6x5/16 12x1x1'-0", SEE DETAIL 'A' SC3 HSS6x6x3/8 16x1 1/2x2'-0" W/ 6-1"Ø ANCHOR RODS, MIN 12" EMBED, SEE DETAIL 'B'. SEE 1/S6.201 FOR ADDITIONAL REQUIREMENTS AT BRACED FRAME. SC4 HSS8x8x3/8 14x1x1'-2", SEE DETAIL 'A' CONCRETE PIER SCHEDULE MARK SIZE REINFORCING REMARKS CP1 20"x20" 4-#9 VERTS W/ #3 TIES @18"OC SEE DETAIL 'B' CP2 40"x24" 12-#9 VERTS W/ #3 TIES @10"OC SEE DETAIL 'C', SEE 2/S6.201 FOR U-BARS S6.201 1 TYPICAL ANCHOR ROD S6.201 2 DETAIL S6.201 3 DETAIL Revisions Description Date Num FINAL CD SET DRAFT NOT FOR CONSTRUCTION F/S S F S MANUAL VOLUME DAMPER CONNECT TO EXISTING OUTSIDE AIR ELBOW UP OUTSIDE AIR ELBOW DOWN RETURN/EXHAUST ELBOW DOWN RETURN/EXHAUST ELBOW UP FIRE/SMOKE DAMPER FIRE DAMPER RETURN AIR FLOW SMOKE DAMPER SUPPLY AIR FLOW SUPPLY DUCT ELBOW UP SUPPLY DUCT ELBOW DOWN TEE CONNECTION DOWN FINNED TUBE RADIATION SHOCK ABSORBER FLOOR DRAIN TEE CONNECTION UP PIPING CONNECTION CAPPED PIPE FLEXIBLE CONNECTION DIRECTION OF FLOW CONCENTRIC REDUCER ECCENTRIC REDUCER STEAM TRAP ASSEMBLY ELBOW DOWN ELBOW UP PIPING GUIDE PIPING ANCHOR EXPANSION JOINT SUPPLY DIFFUSER TAKE-OFF W/ VOLUME DAMPER, MAXIMUM FLEX DUCT LENGTH 5'-0" LONG RADIUS DUCT ELBOW ELBOW W/ TURNING VANES SUPPLY AIR REGISTER SUPPLY AIR DIFFUSER RETURN/EXHAUST AIR REGISTER/GRILLE ACCESS PANEL DUCT SMOKE DETECTOR MOTORIZED O.B. DAMPER LUBRICATED PLUG GAS COCK CLEANOUT FLOOR CLEANOUT BALANCING VALVE HOSE BIBB WALL HYDRANT SOLENOID VALVE PRESSURE OR PRESSURE/ TEMPERATURE RELIEF VALVE PRESSURE REDUCING VALVE ANGLE VALVE CHECK VALVE SHUTOFF VALVE THERMOMETER PRESSURE GAGE AIR VENT STRAINER MECHANICAL SYMBOLS TWO WAY TEMPERATURE CONTROL VALVE THREE WAY TEMPERATURE CONTROL VALVE UNION EXHAUST, TRANSFER & RETURN REGISTERS & GRILLES AIR FLOW (CFM) TYPE SIZE AIR FLOW (CFM) TYPE (24x12) 250 12x8 A A RETURN GRILLE SUPPLY REGISTER OR GRILLE LINEAR SUPPLY DIFFUSER TYPE (24x24) TYPE SIZE AIR FLOW (CFM) A A 250 12x8 TYPE FACE SIZE & NECK DIA. AIR FLOW (CFM) 4-2-10 250 A 2408 800 A LENGTH IN FT, NUMBER OF SLOTS & NECK DIA. AIR FLOW (CFM) TYPE SUPPLY DIFFUSER AIR DEVICE TAGS: FACE SIZE & NECK DIA. TYPE 2408 250 A M RPZ VALVE BACKFLOW PREVENTOR TYPE A FACE SIZE NECK DIA. AIRFLOW (CFM) 24X12 08 250 R RADIATION DAMPER THERMOSTATT OVERFLOW ROOF DRAIN SOFT COLD WATER REVOLUTIONS/MINUTE PRESSURE DROP LEAVING AIR TEMPERATURE LEAVING WATER TEMPERATURE PLUMBING FIXTURE NUMBER VENT THROUGH ROOF WALL HYDRANT HARD COLD WATER OPPOSED BLADE DAMPER PRESSURE AND THERMOSTATIC STATIC PRESSURE TEMPERATURE DIFFERENCE BLDG BUILDING HW HOT WATER W/ WITHFTR FINNED TUBE RADIATION GPM GEN GENERAL GALLONS/MINUTE WH WB WET BULB CIRCULATING HOT WATER SQUARE FEET RADIATION ENTERING AIR TEMPERATURE ENTERING WATER TEMPERATURE FLOAT AND THERMOSTATIC DEGREES FAHRENHEIT EAT FD FLR FH FLA F & T EXIST F ELEC EWT ELEV EXH EFF EDR EL FIRE HYDRANT FLOOR DRAIN EXISTING FULL LOAD AMPS FLOOR EFFICIENCY ELECTRICAL ELEVATION EXHAUST ELBOW DB DIFF DEG DIA CW CONCR CONTR CFM CLG CO CHW BTWN BSMT CB COLD WATER DIFFUSER CONTRACTOR CONCRETE DRY BULB DIAMETER DEGREE BASEMENT CLEANOUT CATCH BASIN CUBIC FEET/MINUTE CEILING BETWEEN P & T SHT REQ'D PLBG SCW RD REG VTR PD RPM QUAN TD SP RA SA SHEET SUPPLY AIR REQUIRED PLUMBING QUANTITY REGISTER ROOF DRAIN RETURN AIR ORD NTS P-# LWT LAT MIN MAX KW INV MH MBH OBD OA MECH NOT TO SCALE MINIMUM OUTSIDE AIR MANHOLE MAXIMUM MECHANICAL 1000 BTU INVERT KILOWATT MECHANICAL ABBREVIATIONS AS HIGH AS POSSIBLE ABOVE FINISHED FLOOR BELOW FINISHED FLOOR AHAP AFF BFF AD AREA DRAIN HB GR HCW HP GRILLE HOSE BIBB HORSE POWER HT S EXTERIOR HYDRONIC SUPPLY PIPING INTERIOR HYDRONIC SUPPLY PIPING CAMPUS CHILLED WATER SUPPLY CAMPUS CHILLED WATER RETURN DOMESTIC SOFT COLD WATER PIPING DOMESTIC COLD WATER PIPING BOILER FEED PIPING DX REFRIGERATION SYSTEM HOT GAS PIPING DX REFRIGERATION SYSTEM SUCTION PIPING DX REFRIGERATION SYSTEM LIQUID PIPING BUILDING CHILLER CONDENSER WATER RETURN PIPING BUILDING CHILLER CONDENSER WATER SUPPLY PIPING BUILDING CHILLED WATER RETURN PIPING BUILDING CHILLED WATER SUPPLY PIPING HIGH PRESSURE CONDENSATE RETURN PIPING MEDIUM PRESSURE CONDENSATE RETURN PIPING LOW PRESSURE CONDENSATE RETURN PIPING HIGH PRESSURE STEAM PIPING MEDIUM PRESSURE STEAM PIPING LOW PRESSURE STEAM PIPING BUILDING HEATING WATER RETURN PIPING BUILDING HEATING WATER SUPPLY PIPING FIRE PROTECTION PIPING FUEL OIL GAGE PIPING FUEL OIL RETURN PIPING FUEL OIL SUPPLY PIPING LIQUEFIED PETROLEUM GAS PIPING FIRM NATURAL GAS PIPING INTERRUPTIBLE NATURAL GAS PIPING INDUSTRIAL AIR PIPING PUMP DISCHARGE PIPING CONDENSATE DRAIN PIPING STORM DRAIN BELOW GROUND PIPING STORM DRAIN ABOVE GROUND PIPING ACID RESISTANT WASTE BELOW GROUND PIPING ACID RESISTANT WASTE ABOVE GROUND PIPING SANITARY WASTE BELOW GROUND PIPING SANITARY WASTE ABOVE GROUND PIPING ACID RESISTANT VENT PIPING DOMESTIC CIRCULATING HOT WATER PIPING HEAT TRACE DOMESTIC HOT WATER PIPING DOMESTIC HOT WATER PIPING REVERSE RETURN HYDRONIC PIPING (EXISTING) DISTRICT HEATING SUPPLY PIPING DISTRICT HEATING RETURN PIPING VACUUM PIPING NATURAL GAS PIPING CCHWR CCHWS IS ES BF LIQ SUC HG CWR CWS MPS RR DHR CHWR CHWS DHS HPR MPR LPR HPS FOG LPS HWR HWS FP FOS FOR LPG FNG MECHANICAL LINETYPES AW VAC ING NG I CD SD AW PD SD SS AV VENT PIPING NITROGEN PIPING WASTE ANESTHESIA GAS DISPOSAL PIPING NITROUS OXIDE PIPING CARBON DIOXIDE PIPING MEDICAL AIR PIPING VACUUM PIPING OXYGEN PIPING CO NO W N A O V INSTRUMENT AIR PIPINGIA 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 501 South Eighth Street Minneapolis, MN 55404 krausanderson.com | 612 332 7281 10/12/2023 3:39:15 PMAutodesk Docs://232010 - MN CI Cottage Grove - New Utility Building/232010 - MN CI Cottage Grove New UtilityBuilding MECH_central.rvt1/8" = 1'-0"Central: Autodesk Docs://232010 - MN CI Cottage Grove - New Utility Building/232010 - MN CI Cottage Grove NewUtility Building MECH_central.rvtCITY OF COTTAGE GROVE NEW UTILITY AND ENGINEERING BUILDING M0.00 MECHANICAL TITLE SHEET 12800 Ravine Parkway South Cottage Grove, MN 55016 10875 Ideal Avenue South Cottage Grove, MN 55016 NOT FOR CONSTRUCTION OWNER REVIEW SET PJ RR 10/26/2023 232010 MINNESOTA PROFESSIONAL ENGINEER MECHANICAL SHEET LIST 10.10 CO/NO LAYOUT IR-02 SCHEDULES IR-03 IR DETAILS IR-04 DESTRAT. DETAILS M0.00 MECHANICAL TITLE SHEET M1.00a PLUMBING PLAN - UNDERGROUND AREA 'A' M1.00b PLUMBING PLAN - UNDERGROUND AREA 'B' M1.01a PLUMBING PLAN - MAIN LEVEL AREA 'A' M1.01b PLUMBING PLAN - MAIN LEVEL AREA 'B' M1.02a PLUMBING PLAN - UPPER LEVEL AREA 'A' M2.000 IR Layout (Do not include) M2.001 SCHEDULES M2.01a HYDRONIC PLAN - MAIN LEVEL AREA 'A' M2.01b HYDRONIC PLAN - MAIN LEVEL AREA 'B' M2.002 IR DETAILS M2.02a HYDRONIC PLAN - UPPER LEVEL AREA 'A' M2.003 DESTRAT. DETAILS M3.01a HVAC PLAN - MAIN LEVEL AREA 'A' M3.01b HVAC PLAN - MAIN LEVEL AREA 'B' M3.02a HVAC PLAN - UPPER LEVEL AREA 'A' M4.01 FIRE PROTECTION PLAN - MAIN AND UPPER LEVEL M5.10 ROOF PLAN M5.20 MECH ROOM PLAN M6.10 SUPPLY RISERS M6.20 WASTE RISERS M7.10 MECHANICAL DETAILS M7.20 MECHANICAL DETAILS M7.30 MECHANICAL DETAILS & SCHEMATICS M7.40 MECHANICAL DETAILS M7.50 SCHEDULES M7.60 SCHEDULES Revisions Description Date Num FINAL CD SET DRAFT NOT FOR CONSTRUCTION DW 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. THE MECHANICAL CONTRACTOR SHALL REMOVE ALL EXISTING CEILING TILES AND GRIDS BEYOND EXTENT SHOWN ON ARCHITECTURAL PLANS AS REQUIRED FOR INSTALLATION OF NEW WORK. ANY DAMAGED TILES AND OR GRIDS SHALL BE REPLACED WITH NEW TO MATCH AT THE CONTRACTORS EXPENSE. 8. REFER TO PLUMBING RISER DIAGRAMS FOR ADDITIONAL PIPE SIZES NOT SHOWN ON DRAWING. 9. 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. 10. 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. PLUMBING PLAN KEYED NOTES: 1 BALANCE TO INDICATED GPM. 2 ROUTE OVERFLOW STORM DRAIN THRU WALL AS HIGH AS POSSIBLE. 3 PROVIDE HEAT TRACE FOR STORM DRAIN. COORDINATE WITH DIV. 26 FOR ELEC. CONNECTIONS. 4 PROVIDE 1/2" SCW LINE TO WALL OUTLET BOX FOR ICEMAKER. PROVIDE WITH INLINE CARBON FILTER AND BALL VALVES ON BOTH SIDES. PROVIDE ASSE 1022 BACKFLOW PREVENTER ON SUPPLY PIPING WITH 1" INDIRECT WASTE PIPING TO FLOOR DRAIN. 5 PROVIDE 1/2" HCW LINE TO WALL OUTLET BOX FOR COUNTERTOP ICEMAKER. PROVIDE WITH INLINE CARBON FILTER AND BALL VALVES ON BOTH SIDES. PROVIDE ASSE 1022 BACKFLOW PREVENTER ON SUPPLY PIPING. PROVIDE 1" INDIRECT WASTE PIPING TO FLOOR DRAIN UNDER LARGE ICEMAKER. 6 ROUTE 3/4" DRAIN LINE FROM ROOF HYDRANT TO MOP SINK. 7 ROUTE PIPES TIGHT ALONG WALL BELOW MEZZANINE RAILING. 8 PROVIDE 1" CAPPED AND VALVED PIPE FOR HOTSY PRESSURE WASHER. COORDINATE EXACT LOCATION.AREA 'A'AREA 'B'AREA 'A'AREA 'B'CO 3" FWV UP3" V UP 4" FWSS UP TO TRENCH DRAIN 4" FWSS CO CO CO 1 1/2" V UP 2" UP TO FD 4" SS UP 2" SS UP 2" SS UP 2" SS 4" SS 2" SS UP 2" UP TO FD 4" SS UP2" SS UP 2" SS UP 2" SS UP 4" SS 2" SS 4" SS 4" SS 4" SS 5" SS 8" CW I.E. 94'-4" BY MECHANICAL CONTRACTOR BY SITE UTILITY CONTRACTOR5'-0"I.E. 93'-1" I.E. 94'-4" CO I.E. 93'-8" 15" SD CO 4" UP TO HUB DRAIN 4" UP TO FD 3" UP TO FD 2" V UP 2" SS UP TO FD 2" SS UP TO FD 3" SS UP TO FD 4" SS UP TO FD 2" V UP 2" V UP 4" SS3" SS 4" SS CO 4" SS 4" SS CO 2" SS CO 2" SS UP 2" SS UP 2072 SF 2522 SF 2541 SF 5823 SF 5791 SF 8" SD UP8" SD UP 5" SD UP 5" SD UP 5" SD UP 2366 SF 5" SD UP 2342 SF 5" SD UP @1/8" PER FOOT CO10" SD 13596 SF 10" SD 19387 SF BY MECHANICAL CONTRACTOR BY SITE UTILITY CONTRACTOR 5'-0"BY MECHANICAL CONTRACTOR BY SITE UTILITY CONTRACTOR 5'-0"CO10" SD12" SD 19387 SF25210 SF CO 8" SD 9771 SF 5" SD 4708 SF8" SD 7230 SF 8" SD 9771 SF 10" SD 11843 SF 37053 SF 10" SD 11843 SF CO CO @ 1/8" PER FOOT @ 1/8" PER FOOT @ 1/8" PER FOOT @ 1/4" PER FOOT @ 1/4" PER FOOT @ 1/4" PER FOOT @ 1/4" PER FOOT @ 1/4" PER FOOT 1 1/2" V UP 2" V UP 3'-8" SD drop < 98'-7" < 98'- 9" < 98'-4 1/2" < 97'-10" < 98'-7" < 97'-4"< 98'-1" < 98'-5" < 98'-0" 3/4" CW UP CONNECT TO END OF TRENCH DRAIN 2" SS 2" V UP 2" SS UP CO CO KEY PLAN A B 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 501 South Eighth Street Minneapolis, MN 55404 krausanderson.com | 612 332 7281 10/12/2023 3:39:21 PMAutodesk Docs://232010 - MN CI Cottage Grove - New Utility Building/232010 - MN CI Cottage Grove New UtilityBuilding MECH_central.rvt1/8" = 1'-0"Central: Autodesk Docs://232010 - MN CI Cottage Grove - New Utility Building/232010 - MN CI Cottage Grove NewUtility Building MECH_central.rvtCITY OF COTTAGE GROVE NEW UTILITY AND ENGINEERING BUILDING M1.00a PLUMBING PLAN - UNDERGROUND AREA 'A' 12800 Ravine Parkway South Cottage Grove, MN 55016 10875 Ideal Avenue South Cottage Grove, MN 55016 NOT FOR CONSTRUCTION OWNER REVIEW SET PJ RR 10/26/2023 232010 MINNESOTA PROFESSIONAL ENGINEER 1/8" = 1'-0"D1 PLUMBING PLAN - UNDERGROUND AREA 'A' Revisions Description Date Num FINAL CD SET DRAFT NOT FOR CONSTRUCTION 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. THE MECHANICAL CONTRACTOR SHALL REMOVE ALL EXISTING CEILING TILES AND GRIDS BEYOND EXTENT SHOWN ON ARCHITECTURAL PLANS AS REQUIRED FOR INSTALLATION OF NEW WORK. ANY DAMAGED TILES AND OR GRIDS SHALL BE REPLACED WITH NEW TO MATCH AT THE CONTRACTORS EXPENSE. 8. REFER TO PLUMBING RISER DIAGRAMS FOR ADDITIONAL PIPE SIZES NOT SHOWN ON DRAWING. 9. 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. 10. 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. PLUMBING PLAN KEYED NOTES: 1 BALANCE TO INDICATED GPM. 2 ROUTE OVERFLOW STORM DRAIN THRU WALL AS HIGH AS POSSIBLE. 3 PROVIDE HEAT TRACE FOR STORM DRAIN. COORDINATE WITH DIV. 26 FOR ELEC. CONNECTIONS. 4 PROVIDE 1/2" SCW LINE TO WALL OUTLET BOX FOR ICEMAKER. PROVIDE WITH INLINE CARBON FILTER AND BALL VALVES ON BOTH SIDES. PROVIDE ASSE 1022 BACKFLOW PREVENTER ON SUPPLY PIPING WITH 1" INDIRECT WASTE PIPING TO FLOOR DRAIN. 5 PROVIDE 1/2" HCW LINE TO WALL OUTLET BOX FOR COUNTERTOP ICEMAKER. PROVIDE WITH INLINE CARBON FILTER AND BALL VALVES ON BOTH SIDES. PROVIDE ASSE 1022 BACKFLOW PREVENTER ON SUPPLY PIPING. PROVIDE 1" INDIRECT WASTE PIPING TO FLOOR DRAIN UNDER LARGE ICEMAKER. 6 ROUTE 3/4" DRAIN LINE FROM ROOF HYDRANT TO MOP SINK. 7 ROUTE PIPES TIGHT ALONG WALL BELOW MEZZANINE RAILING. 8 PROVIDE 1" CAPPED AND VALVED PIPE FOR HOTSY PRESSURE WASHER. COORDINATE EXACT LOCATION.AREA 'A'AREA 'B'AREA 'A'AREA 'B'C1 M2.000 CO CO 4" FWSS UP TO SAND TRAP 4" FWSS UP TO TRENCH DRAIN CO CO CO 6375 SF 8" SD UP 3017 SF 5" SD UP 2104 SF 5" SD UP 2100 SF 5" SD UP 6" SD 4204 SF @1/8" PER FOOT 7221 SF 8" SD CO CO @1/8" PER FOOT 10" SD 10" SD 13596 SF @ 1/4" PER FOOT 1600" < 98'-0" 1116 < 98'-0" 3/4" CW UP CONNECT TO END OF TRENCH DRAIN @ 1/4" PER FOOT KEY PLAN A B 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 501 South Eighth Street Minneapolis, MN 55404 krausanderson.com | 612 332 7281 10/12/2023 3:39:23 PMAutodesk Docs://232010 - MN CI Cottage Grove - New Utility Building/232010 - MN CI Cottage Grove New UtilityBuilding MECH_central.rvt1/8" = 1'-0"Central: Autodesk Docs://232010 - MN CI Cottage Grove - New Utility Building/232010 - MN CI Cottage Grove NewUtility Building MECH_central.rvtCITY OF COTTAGE GROVE NEW UTILITY AND ENGINEERING BUILDING M1.00b PLUMBING PLAN - UNDERGROUND AREA 'B' 12800 Ravine Parkway South Cottage Grove, MN 55016 10875 Ideal Avenue South Cottage Grove, MN 55016 NOT FOR CONSTRUCTION OWNER REVIEW SET PJ RR 10/26/2023 232010 MINNESOTA PROFESSIONAL ENGINEER 1/8" = 1'-0"D1 PLUMBING PLAN - UNDERGROUND AREA 'B' Revisions Description Date Num FINAL CD SET DRAFT NOT FOR CONSTRUCTION DW WDPLUMBING 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. THE MECHANICAL CONTRACTOR SHALL REMOVE ALL EXISTING CEILING TILES AND GRIDS BEYOND EXTENT SHOWN ON ARCHITECTURAL PLANS AS REQUIRED FOR INSTALLATION OF NEW WORK. ANY DAMAGED TILES AND OR GRIDS SHALL BE REPLACED WITH NEW TO MATCH AT THE CONTRACTORS EXPENSE. 8. REFER TO PLUMBING RISER DIAGRAMS FOR ADDITIONAL PIPE SIZES NOT SHOWN ON DRAWING. 9. 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. 10. 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. PLUMBING PLAN KEYED NOTES: 1 BALANCE TO INDICATED GPM. 2 ROUTE OVERFLOW STORM DRAIN THRU WALL AS HIGH AS POSSIBLE. 3 PROVIDE HEAT TRACE FOR STORM DRAIN. COORDINATE WITH DIV. 26 FOR ELEC. CONNECTIONS. 4 PROVIDE 1/2" SCW LINE TO WALL OUTLET BOX FOR ICEMAKER. PROVIDE WITH INLINE CARBON FILTER AND BALL VALVES ON BOTH SIDES. PROVIDE ASSE 1022 BACKFLOW PREVENTER ON SUPPLY PIPING WITH 1" INDIRECT WASTE PIPING TO FLOOR DRAIN. 5 PROVIDE 1/2" HCW LINE TO WALL OUTLET BOX FOR COUNTERTOP ICEMAKER. PROVIDE WITH INLINE CARBON FILTER AND BALL VALVES ON BOTH SIDES. PROVIDE ASSE 1022 BACKFLOW PREVENTER ON SUPPLY PIPING. PROVIDE 1" INDIRECT WASTE PIPING TO FLOOR DRAIN UNDER LARGE ICEMAKER. 6 ROUTE 3/4" DRAIN LINE FROM ROOF HYDRANT TO MOP SINK. 7 ROUTE PIPES TIGHT ALONG WALL BELOW MEZZANINE RAILING. 8 PROVIDE 1" CAPPED AND VALVED PIPE FOR HOTSY PRESSURE WASHER. COORDINATE EXACT LOCATION.AREA 'A'AREA 'B'AREA 'A'AREA 'B'WATER METER TRENCH DRAIN BY DIV. 22 1 FWI CO 3" V DN & UP TO VTR 3" FWV DN & UP TO VTR TO FIRE RISER FOR WORK IN THIS AREA REFER TO ./D5 M5.20 WH WH WH WH 1 1/2" V 2" V1 1/2" V RPZ 3/4" SCW 3/4" HWCO CO CO 2" FD-1 2" FD-1 2" FD-1 2" FD-1 2" FD-1 2" FD-1 A100 A101 A130 A131 A124A110 A114 A102 A109 A104 A105 A106 A103 A112 A132 A126 A128 A123 A115 A116 A117 A121 A127 A111 CO 1" CW 3/4" CW 4" FD-3 4" HUB DRAIN 3" FD-5 2" V DN 8" WATER MAIN DN 2" V DN 2" V DN CO 2" V UP TO VTR WS 1 UNDERCOUNTER DISHWASHER P-1H P-3Ha P-2H P-5a P-7H P-6H P-1H P-3Ha P-11H P-1H P-4 CO CO A107 A108 CO1 1/2" V CO 6" VTR FROM VP-1 SEE . CO A113 P-2H P-3Hb P-3Hb P-3Hb P-3Hb 2" FD-1 2" FD-1 CO CO P-2H P-10 P-11 P-5b P-1H P-2H P-3Ha /E1 M2.01a 2072 SF 2522 SF 2541 SF 5823 SF 5791 SF 8" SD UP 8" OSD UP8" SD UP 8" OSD UP 5" SD UP 5" OSD UP 5" SD UP 5" OSD UP 5" SD UP 5" OSD UP 25" SD DN 5" SD DN 5" SD DN 5063 SF @1/8" PER FT 6" OSD 8" SD DN8" SD DN 2366 SF 5" SD UP & DN 2342 SF 5" SD UP & DN CO CO 6" OSD @1/8" PER FOOT CO CO8" OSD CO CO CO CO 1/2" SCW 1/2" SCW 2" CW 1 1/4" CW 2" SCW 3/4" CW 3/4" CW DN ROUTE OSD THROUGH WALL @ 1' AFF ROUTE OSD THROUGH WALL @ 1' AFF 1 1/4" CW 1" CW 1" CW 1" A 1" SCW 1" CW CO P-11 P-1H P-1H 2" FD-1 4 5 1 1/2" V 1" A, 1" CW & 3/4" CD TO UPPER LEVEL SEE ./D1 M1.02a 1" CW 3/4" CD 6 3/4" CD 7 7 1" CW 1" A 1" SCW CO CO CO CO 3/4" AHB 2 1/2" SCW 3" SD 3" OSD 158 SF KEY PLAN A B 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 501 South Eighth Street Minneapolis, MN 55404 krausanderson.com | 612 332 7281 10/12/2023 3:39:34 PMAutodesk Docs://232010 - MN CI Cottage Grove - New Utility Building/232010 - MN CI Cottage Grove New UtilityBuilding MECH_central.rvt1/8" = 1'-0"Central: Autodesk Docs://232010 - MN CI Cottage Grove - New Utility Building/232010 - MN CI Cottage Grove NewUtility Building MECH_central.rvtCITY OF COTTAGE GROVE NEW UTILITY AND ENGINEERING BUILDING M1.01a PLUMBING PLAN - MAIN LEVEL AREA 'A' 12800 Ravine Parkway South Cottage Grove, MN 55016 10875 Ideal Avenue South Cottage Grove, MN 55016 NOT FOR CONSTRUCTION OWNER REVIEW SET PJ RR 10/26/2023 232010 MINNESOTA PROFESSIONAL ENGINEER 1/8" = 1'-0"D1 PLUMBING PLAN - MAIN LEVEL AREA 'A' Revisions Description Date Num FINAL CD SET DRAFT NOT FOR CONSTRUCTION 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. THE MECHANICAL CONTRACTOR SHALL REMOVE ALL EXISTING CEILING TILES AND GRIDS BEYOND EXTENT SHOWN ON ARCHITECTURAL PLANS AS REQUIRED FOR INSTALLATION OF NEW WORK. ANY DAMAGED TILES AND OR GRIDS SHALL BE REPLACED WITH NEW TO MATCH AT THE CONTRACTORS EXPENSE. 8. REFER TO PLUMBING RISER DIAGRAMS FOR ADDITIONAL PIPE SIZES NOT SHOWN ON DRAWING. 9. 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. 10. 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. PLUMBING PLAN KEYED NOTES: 1 BALANCE TO INDICATED GPM. 2 ROUTE OVERFLOW STORM DRAIN THRU WALL AS HIGH AS POSSIBLE. 3 PROVIDE HEAT TRACE FOR STORM DRAIN. COORDINATE WITH DIV. 26 FOR ELEC. CONNECTIONS. 4 PROVIDE 1/2" SCW LINE TO WALL OUTLET BOX FOR ICEMAKER. PROVIDE WITH INLINE CARBON FILTER AND BALL VALVES ON BOTH SIDES. PROVIDE ASSE 1022 BACKFLOW PREVENTER ON SUPPLY PIPING WITH 1" INDIRECT WASTE PIPING TO FLOOR DRAIN. 5 PROVIDE 1/2" HCW LINE TO WALL OUTLET BOX FOR COUNTERTOP ICEMAKER. PROVIDE WITH INLINE CARBON FILTER AND BALL VALVES ON BOTH SIDES. PROVIDE ASSE 1022 BACKFLOW PREVENTER ON SUPPLY PIPING. PROVIDE 1" INDIRECT WASTE PIPING TO FLOOR DRAIN UNDER LARGE ICEMAKER. 6 ROUTE 3/4" DRAIN LINE FROM ROOF HYDRANT TO MOP SINK. 7 ROUTE PIPES TIGHT ALONG WALL BELOW MEZZANINE RAILING. 8 PROVIDE 1" CAPPED AND VALVED PIPE FOR HOTSY PRESSURE WASHER. COORDINATE EXACT LOCATION.AREA 'A'AREA 'B'AREA 'A'AREA 'B'C1 M2.000 CO HOTSY PRESSURE WASHER CO TRENCH DRAIN BY DIV. 22 WH WH WH B134 B133 TRENCH DRAI N BY DI V. 226" VTR FROM VT-2 SEE . TRENCH DRAIN BY DIV. 22 TRENCH DRAIN BY DIV. 22 CO CO CO 6375 SF 8" SD UP 8" OSD UP 3017 SF 5" SD UP 5" OSD UP 2104 SF 5" SD UP 5" OSD UP 2100 SF 5" SD UP 5" OSD UP /D2 M2.01b 22 5" SD DN5" SD DN 8" SD DN 5" SD DN 10" OSD 15183 SF 10" OSD 12166 SF @1/8" PER FOOT@1/8" PER FOOT CO CO 2 10" OSD 15183 SF @1/8" PER FOOT CO CO 8" OSD 10" OSD WH 3/4" CW DN 33 1" A 3/4" CW 3/4" A 1" CW 3/4" CW 3/4" CW 1" A 1" SCW 1" CW 1" A 3/4" A 1" SCW 1" CW 7 RPZ 1" NPCW 8 1/2" PRESSURE WASHER PRESSURE WASHER OVERHEAD 1" SCW KEY PLAN A B 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 501 South Eighth Street Minneapolis, MN 55404 krausanderson.com | 612 332 7281 10/12/2023 3:39:37 PMAutodesk Docs://232010 - MN CI Cottage Grove - New Utility Building/232010 - MN CI Cottage Grove New UtilityBuilding MECH_central.rvt1/8" = 1'-0"Central: Autodesk Docs://232010 - MN CI Cottage Grove - New Utility Building/232010 - MN CI Cottage Grove NewUtility Building MECH_central.rvtCITY OF COTTAGE GROVE NEW UTILITY AND ENGINEERING BUILDING M1.01b PLUMBING PLAN - MAIN LEVEL AREA 'B' 12800 Ravine Parkway South Cottage Grove, MN 55016 10875 Ideal Avenue South Cottage Grove, MN 55016 NOT FOR CONSTRUCTION OWNER REVIEW SET PJ RR 10/26/2023 232010 MINNESOTA PROFESSIONAL ENGINEER 1/8" = 1'-0"D1 PLUMBING PLAN - MAIN LEVEL AREA 'B' Revisions Description Date Num FINAL CD SET DRAFT NOT FOR CONSTRUCTION S S 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. THE MECHANICAL CONTRACTOR SHALL REMOVE ALL EXISTING CEILING TILES AND GRIDS BEYOND EXTENT SHOWN ON ARCHITECTURAL PLANS AS REQUIRED FOR INSTALLATION OF NEW WORK. ANY DAMAGED TILES AND OR GRIDS SHALL BE REPLACED WITH NEW TO MATCH AT THE CONTRACTORS EXPENSE. 8. REFER TO PLUMBING RISER DIAGRAMS FOR ADDITIONAL PIPE SIZES NOT SHOWN ON DRAWING. 9. 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. 10. 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. PLUMBING PLAN KEYED NOTES: 1 BALANCE TO INDICATED GPM. 2 ROUTE OVERFLOW STORM DRAIN THRU WALL AS HIGH AS POSSIBLE. 3 PROVIDE HEAT TRACE FOR STORM DRAIN. COORDINATE WITH DIV. 26 FOR ELEC. CONNECTIONS. 4 PROVIDE 1/2" SCW LINE TO WALL OUTLET BOX FOR ICEMAKER. PROVIDE WITH INLINE CARBON FILTER AND BALL VALVES ON BOTH SIDES. PROVIDE ASSE 1022 BACKFLOW PREVENTER ON SUPPLY PIPING WITH 1" INDIRECT WASTE PIPING TO FLOOR DRAIN. 5 PROVIDE 1/2" HCW LINE TO WALL OUTLET BOX FOR COUNTERTOP ICEMAKER. PROVIDE WITH INLINE CARBON FILTER AND BALL VALVES ON BOTH SIDES. PROVIDE ASSE 1022 BACKFLOW PREVENTER ON SUPPLY PIPING. PROVIDE 1" INDIRECT WASTE PIPING TO FLOOR DRAIN UNDER LARGE ICEMAKER. 6 ROUTE 3/4" DRAIN LINE FROM ROOF HYDRANT TO MOP SINK. 7 ROUTE PIPES TIGHT ALONG WALL BELOW MEZZANINE RAILING. 8 PROVIDE 1" CAPPED AND VALVED PIPE FOR HOTSY PRESSURE WASHER. COORDINATE EXACT LOCATION.AREA 'A'AREA 'B'AREA 'A'AREA 'B'FOR WORK IN THIS AREA REFER TO . /D1 M1.01a A176 A177 2366 SF 5" SD UP 5" OSD UP 2 @1/8" PER FOOT 4708 SF2342 SF 5" SD DN CO MEZZANINE MECH ROOM. SEE ./F1 M5.20 1" A, 1" CW & 3/4" CD TO LOWER LEVEL SEE . 1" A /D1 M1.01a 5" OSD 6" OSD 1" CW 3/4" CW UP TO HB ON ROOF 3/4" CW DN TO HB IN MECH ROOM 3/4" CD 6 KEY PLAN A B 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 501 South Eighth Street Minneapolis, MN 55404 krausanderson.com | 612 332 7281 10/12/2023 3:39:41 PMAutodesk Docs://232010 - MN CI Cottage Grove - New Utility Building/232010 - MN CI Cottage Grove New UtilityBuilding MECH_central.rvt1/8" = 1'-0"Central: Autodesk Docs://232010 - MN CI Cottage Grove - New Utility Building/232010 - MN CI Cottage Grove NewUtility Building MECH_central.rvtCITY OF COTTAGE GROVE NEW UTILITY AND ENGINEERING BUILDING M1.02a PLUMBING PLAN - UPPER LEVEL AREA 'A' 12800 Ravine Parkway South Cottage Grove, MN 55016 10875 Ideal Avenue South Cottage Grove, MN 55016 NOT FOR CONSTRUCTION OWNER REVIEW SET PJ RR 10/26/2023 232010 MINNESOTA PROFESSIONAL ENGINEER 1/8" = 1'-0"D1 PLUMBING PLAN - UPPER LEVEL AREA 'A' Revisions Description Date Num FINAL CD SET DRAFT NOT FOR CONSTRUCTION DW WDS S S S S S S S S S S 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. 7. THE MECHANICAL CONTRACTOR SHALL REMOVE ALL EXISTING CEILING TILES AND GRIDS BEYOND EXTENT SHOWN ON ARCHITECTURAL PLANS AS REQUIRED FOR INSTALLATION OF NEW WORK. ANY DAMAGED TILES AND OR GRIDS SHALL BE REPLACED WITH NEW TO MATCH AT THE CONTRACTORS EXPENSE. 8. 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. HYDRONIC PLAN KEYED NOTES: 1 BALANCE TO INDICATED GPM. 2 PROVIDE SENSOR IN SNOW MELT. REFER TO DETAIL . PROVIDE UNDER ALTERNATE #1 ONLY. 3 PROVIDE SNOW MELT MANIFOLD AND SHROUD. REFER TO DETAIL . ALL TUBING SHALL BE ROUTED DIRECTLY UNDERGROUND FROM THE MANIFOLD TO THE SIDEWALK PER THE DETAIL. PROVIDE UNDER ALTERNATE #1 ONLY. /E4 M7.30 /D6 M7.30 4 PROVIDE GAS MAIN SHUTOFF VALVE 5' AFF. ON VERTICAL GAS PIPE. 5 IR HEATING CONTROL PANEL.AREA 'A'AREA 'B'AREA 'A'AREA 'B'CUH 1 FOR WORK IN THIS AREA REFER TO ./D5 M5.20 GAS METER X.XX MBH 4" FNG A100 A101 A130 A131 A124A110 A114 A102 A109 A104 A105 A106 A103 A112 A132 A126 A128 A123 A115 A116 A117 A121 A127 A111 CV 1 CV 2 CV 5 CV 4 CV 6 UH 1 UH 2 3/4" FNG 6" V.T.R. 1 IR 4 IR 2 IR 5 IR 3 IR 6 IR 1 VP 10 IR CV 3 FTR TYPE 'A' x.x MBH 0.0 GPM VAV 17 VAV 16VAV 15 VAV 12 VAV 11 VAV 8 VAV 7 VAV 6VAV 5 VAV 4 VAV 3 A136 A108A107 A119 A118 SNOW MELT ZONE: 830 SF SNOW MELT MANIFOLD 3-4' AFF 3 2 A113 A134 VAV 2 VAV 1 P 4 VAV 10 VAV 9 VAV 13 4 1 SM 5 KEY PLAN A B 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 501 South Eighth Street Minneapolis, MN 55404 krausanderson.com | 612 332 7281 10/12/2023 3:39:47 PMAutodesk Docs://232010 - MN CI Cottage Grove - New Utility Building/232010 - MN CI Cottage Grove New UtilityBuilding MECH_central.rvt1/8" = 1'-0"Central: Autodesk Docs://232010 - MN CI Cottage Grove - New Utility Building/232010 - MN CI Cottage Grove NewUtility Building MECH_central.rvtCITY OF COTTAGE GROVE NEW UTILITY AND ENGINEERING BUILDING M2.01a HYDRONIC PLAN - MAIN LEVEL AREA 'A' 12800 Ravine Parkway South Cottage Grove, MN 55016 10875 Ideal Avenue South Cottage Grove, MN 55016 NOT FOR CONSTRUCTION OWNER REVIEW SET PJ RR 10/26/2023 232010 MINNESOTA PROFESSIONAL ENGINEER 1/8" = 1'-0"E1 HYDRONIC PLAN - MAIN LEVEL AREA 'A' Revisions Description Date Num FINAL CD SET DRAFT NOT FOR CONSTRUCTION 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. 7. THE MECHANICAL CONTRACTOR SHALL REMOVE ALL EXISTING CEILING TILES AND GRIDS BEYOND EXTENT SHOWN ON ARCHITECTURAL PLANS AS REQUIRED FOR INSTALLATION OF NEW WORK. ANY DAMAGED TILES AND OR GRIDS SHALL BE REPLACED WITH NEW TO MATCH AT THE CONTRACTORS EXPENSE. 8. 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. HYDRONIC PLAN KEYED NOTES: 1 BALANCE TO INDICATED GPM. 2 PROVIDE SENSOR IN SNOW MELT. REFER TO DETAIL . PROVIDE UNDER ALTERNATE #1 ONLY. 3 PROVIDE SNOW MELT MANIFOLD AND SHROUD. REFER TO DETAIL . ALL TUBING SHALL BE ROUTED DIRECTLY UNDERGROUND FROM THE MANIFOLD TO THE SIDEWALK PER THE DETAIL. PROVIDE UNDER ALTERNATE #1 ONLY. /E4 M7.30 /D6 M7.30 4 PROVIDE GAS MAIN SHUTOFF VALVE 5' AFF. ON VERTICAL GAS PIPE. 5 IR HEATING CONTROL PANEL. B1 M2.000 AREA 'A'AREA 'B'AREA 'A'AREA 'B'C1 M2.000 UH 3 B134 B133 B3 M2.000 HOTSY 6" V.T.R. 7 IR 10 IR 8 IR 9 IR 11 IR 12 IR 2 VP 5 KEY PLAN A B 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 501 South Eighth Street Minneapolis, MN 55404 krausanderson.com | 612 332 7281 10/12/2023 3:39:50 PMAutodesk Docs://232010 - MN CI Cottage Grove - New Utility Building/232010 - MN CI Cottage Grove New UtilityBuilding MECH_central.rvt1/8" = 1'-0"Central: Autodesk Docs://232010 - MN CI Cottage Grove - New Utility Building/232010 - MN CI Cottage Grove NewUtility Building MECH_central.rvtCITY OF COTTAGE GROVE NEW UTILITY AND ENGINEERING BUILDING M2.01b HYDRONIC PLAN - MAIN LEVEL AREA 'B' 12800 Ravine Parkway South Cottage Grove, MN 55016 10875 Ideal Avenue South Cottage Grove, MN 55016 NOT FOR CONSTRUCTION OWNER REVIEW SET PJ RR 10/26/2023 232010 MINNESOTA PROFESSIONAL ENGINEER 1/8" = 1'-0"D2 HYDRONIC PLAN - MAIN LEVEL AREA 'B' Revisions Description Date Num FINAL CD SET DRAFT NOT FOR CONSTRUCTION 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. 7. THE MECHANICAL CONTRACTOR SHALL REMOVE ALL EXISTING CEILING TILES AND GRIDS BEYOND EXTENT SHOWN ON ARCHITECTURAL PLANS AS REQUIRED FOR INSTALLATION OF NEW WORK. ANY DAMAGED TILES AND OR GRIDS SHALL BE REPLACED WITH NEW TO MATCH AT THE CONTRACTORS EXPENSE. 8. 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. HYDRONIC PLAN KEYED NOTES: 1 BALANCE TO INDICATED GPM. 2 PROVIDE SENSOR IN SNOW MELT. REFER TO DETAIL . PROVIDE UNDER ALTERNATE #1 ONLY. 3 PROVIDE SNOW MELT MANIFOLD AND SHROUD. REFER TO DETAIL . ALL TUBING SHALL BE ROUTED DIRECTLY UNDERGROUND FROM THE MANIFOLD TO THE SIDEWALK PER THE DETAIL. PROVIDE UNDER ALTERNATE #1 ONLY. /E4 M7.30 /D6 M7.30 4 PROVIDE GAS MAIN SHUTOFF VALVE 5' AFF. ON VERTICAL GAS PIPE. 5 IR HEATING CONTROL PANEL.AREA 'A'AREA 'B'AREA 'A'AREA 'B'C1 M2.000 CRU 1 FOR WORK IN THIS AREA REFER TO . /E1 M2.01a MEZZANINE MECH ROOM. SEE ./F1 M5.20 UH 6 KEY PLAN A B 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 501 South Eighth Street Minneapolis, MN 55404 krausanderson.com | 612 332 7281 10/12/2023 3:39:54 PMAutodesk Docs://232010 - MN CI Cottage Grove - New Utility Building/232010 - MN CI Cottage Grove New UtilityBuilding MECH_central.rvt1/8" = 1'-0"Central: Autodesk Docs://232010 - MN CI Cottage Grove - New Utility Building/232010 - MN CI Cottage Grove NewUtility Building MECH_central.rvtCITY OF COTTAGE GROVE NEW UTILITY AND ENGINEERING BUILDING M2.02a HYDRONIC PLAN - UPPER LEVEL AREA 'A' 12800 Ravine Parkway South Cottage Grove, MN 55016 10875 Ideal Avenue South Cottage Grove, MN 55016 NOT FOR CONSTRUCTION OWNER REVIEW SET PJ RR 10/26/2023 232010 MINNESOTA PROFESSIONAL ENGINEER 1/8" = 1'-0"D1 HYDRONIC PLAN - UPPER LEVEL AREA 'A' Revisions Description Date Num FINAL CD SET DRAFT NOT FOR CONSTRUCTION DW WDHVAC 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. THE VARIABLE AIR VOLUME CONTROL BOX SHALL BE LOCATED IN A POSITION TO ENSURE ACCESSIBILITY. VARIABLE AIR VOLUME COIL CONNECTIONS SHALL BE ON THE SAME SIDE AS THE CONTROL BOX. 5. LOCATE BALANCING DAMPERS ABOVE ACCESSIBLE CEILINGS WHERE POSSIBLE. 6. COORDINATE LOCATIONS OF ANY ACCESS PANELS REQUIRED IN WALLS OR CEILINGS WITH GENERAL CONTRACTOR. 7. 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. 8. 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. 9. ALL RISES AND DROPS IN DUCTWORK ARE NOT NECESSARILY SHOWN. LAYOUT ROUTING AND COORDINATE WORK WITH OTHER TRADES BEFORE CONSTRUCTION. 10. ALL SUPPLY DUCTWORK ROUTED IN CONCEALED SPACES AND ABOVE CEILINGS SHALL BE EXTERNALLY INSULATED. DO NOT INSULATE RETURN DUCTWORK. INSULATE RELIEF DUCTWORK AS SPECIFIED. 11. 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. 12. 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. 13. THE MECHANICAL CONTRACTOR SHALL REMOVE ALL EXISTING CEILING TILES AND GRIDS BEYOND EXTENT SHOWN ON ARCHITECTURAL PLANS AS REQUIRED FOR INSTALLATION OF NEW WORK. ANY DAMAGED TILES AND OR GRIDS SHALL BE REPLACED WITH NEW TO MATCH AT THE CONTRACTORS EXPENSE. 14. 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. HVAC PLAN KEYED NOTES: 1 BALANCE TO INDICATED CFM. 2 PROVIDE DOUBLE WALL DUCTWORK WHERE DUCTWORK IS SHOWN WITH AN INNER DASHED LINE. 3 TERMINATE GARAGE EXHAUST DUCT AT APPROXIMATELY 12" AFF. PROVIDE WITH 1/2" X 1/2" GALVANIZED BIRDSCREEN. REFER TO DETAIL . BALANCE TO INDICATED CFM. 4 PROVIDE SMOKE DETECTOR IN RETURN AIR DUCT. 5 ROUTE DUCT ABOVE WINDOW SO DUCT IS NOT VISIBLE THROUGH WINDOW. 6 MOUNT TAKEOFF AT 45°. 7 DESTRAT FAN CONTROL.AREA 'A'AREA 'B'AREA 'A'AREA 'B'C1 M2.000 VAV 3 VAV 4 VAV 5 VAV 6 VAV 7 VAV 8 FOR WORK IN THIS AREA REFER TO ./D5 M5.20 14x12 28x16 24x1434x22 A100 A101 A130 A131 A124 A110 A114 A102 A109 A104 A105 A106 A103 A112 A132 A126 A128 A123 A115 A116 A117 A127 A111 6x6 140 ?6x6 140 ? 6ø UP TO EF-8 UP TO EF-6 62x20VAV 11 VAV 12 VAV 16 VAV 17 4-2-6 50 L (TYP. 4) 2406 70 A (TYP. 2)B 2408 50 A 4-2-8 100 L (TYP. 4) 2408 150 A (TYP. 3) B 4-2-6 80 L (TYP. 2) 2408 155 A 4-2-6 80 L (TYP. 2) B 2408 140 A A107 A108 4-2-6 80 L (TYP. 2) 4-2-6 80 L (TYP. 2) 4-2-6 80 L (TYP. 2) 2408 140 A 2408 140 A 2408 140 A BBB 12x10 12x10 12x10 12x10 12x10 4-2-8 100 L (TYP. 3) 2410 235 A (TYP. 2) B 16x14 2410 275 A (TYP. 3) B B 12x10 4-2-10 150 ? (TYP. 6) B B2406 75 A B 2408 50 A 2406 140 A 4-2-6 70 L 2406 65 A B 8x8 B 18x1410x8 46x22 VAV 15 1 RAH 8x88x8 10x822x18 10x1220x14 EA DUCT TO UPPER LEVEL. SEE ./D1 M3.02a UP TO EF-5 SA DUCT TO UPPER LEVEL. SEE ./D1 M3.02a 3 3 12x1014x14 16x16 14x14 12x1020x18UP TO EF-7 10x10 500 ? (TYP. 5) 8x6 120 ? (TYP. 2) 8x8 8x8UP TO RH-1 UP TO EF-1 UP TO EF-2 UP TO EF-3 UP TO EF-4 RA UP TO AHU-1 48x1630ø 375 CFM A113 VAV 2 VAV 1 3 3 3 3 3 60x20 18x14 14x12 10x10 14x14 10x108x6 50 ? 8x6 80 ? (TYP. 2)8x1010x106x8 VAV 9 14x1210x1214x1212x10 VAV 10 12x12 8x108x108x108x108x106x8 2408 205 A (TYP. 10)12x1218x12 16x1412x10 B 16x16 275 CFM825 CFM 6500 CFM 370 CFM 14x128x810x81 1 1 1 54x20 44x20 14x14 1000 ? (TYP. 2) 10x10 8x88x6 120 ? (TYP. 4)10x108x812x108x6 100 ? 8x6 115 ? (TYP. 4) 14x14 10x10 10x10 480 CFM 1 460 CFM 1 210 CFM 1 14x14 8x878x3654x3644x3618ø 30ø 30ø6000 26ø 26ø 50 cfm 8x86x66x6 50 ? 6x6 50 ? 8x8 200 ? 8x8 200 ?8x88x8A118 A119 A121 8x6 140 ? 8x6 140 ? 8x8 220 ? 6x6 50 ? VAV 13 36x16 1500 ? (TYP. 2) 6000 22ø16ø 24ø 18x14 750 ? (TYP. 4) 18x14 750 ? 6 6 6 6 6 16x12 16x1216x14 1300 ? (TYP. 2) 16x14 1300 ? (TYP. 2) 1 DF 2 DF 3 DF 4 DF 5 DF 6 DF 2408 110 A (TYP. 3) 6x6 8x6 50 ? 8x6 50 ? 8x6 100 ?12x1010x88x8 220 ? 12x8 10x8 7 DF-1 - DF-6 AQ CO/NO2 SENSORAQ CO/NO2 SENSOR AQ CO/NO2 SENSOR KEY PLAN A B 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 501 South Eighth Street Minneapolis, MN 55404 krausanderson.com | 612 332 7281 10/12/2023 3:40:12 PMAutodesk Docs://232010 - MN CI Cottage Grove - New Utility Building/232010 - MN CI Cottage Grove New UtilityBuilding MECH_central.rvt1/8" = 1'-0"Central: Autodesk Docs://232010 - MN CI Cottage Grove - New Utility Building/232010 - MN CI Cottage Grove NewUtility Building MECH_central.rvtCITY OF COTTAGE GROVE NEW UTILITY AND ENGINEERING BUILDING M3.01a HVAC PLAN - MAIN LEVEL AREA 'A' 12800 Ravine Parkway South Cottage Grove, MN 55016 10875 Ideal Avenue South Cottage Grove, MN 55016 NOT FOR CONSTRUCTION OWNER REVIEW SET PJ RR 10/26/2023 232010 MINNESOTA PROFESSIONAL ENGINEER 1/8" = 1'-0" HVAC PLAN - MAIN LEVEL AREA 'A'D1 Revisions Description Date Num FINAL CD SET DRAFT NOT FOR CONSTRUCTION MHVAC 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. THE VARIABLE AIR VOLUME CONTROL BOX SHALL BE LOCATED IN A POSITION TO ENSURE ACCESSIBILITY. VARIABLE AIR VOLUME COIL CONNECTIONS SHALL BE ON THE SAME SIDE AS THE CONTROL BOX. 5. LOCATE BALANCING DAMPERS ABOVE ACCESSIBLE CEILINGS WHERE POSSIBLE. 6. COORDINATE LOCATIONS OF ANY ACCESS PANELS REQUIRED IN WALLS OR CEILINGS WITH GENERAL CONTRACTOR. 7. 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. 8. 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. 9. ALL RISES AND DROPS IN DUCTWORK ARE NOT NECESSARILY SHOWN. LAYOUT ROUTING AND COORDINATE WORK WITH OTHER TRADES BEFORE CONSTRUCTION. 10. ALL SUPPLY DUCTWORK ROUTED IN CONCEALED SPACES AND ABOVE CEILINGS SHALL BE EXTERNALLY INSULATED. DO NOT INSULATE RETURN DUCTWORK. INSULATE RELIEF DUCTWORK AS SPECIFIED. 11. 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. 12. 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. 13. THE MECHANICAL CONTRACTOR SHALL REMOVE ALL EXISTING CEILING TILES AND GRIDS BEYOND EXTENT SHOWN ON ARCHITECTURAL PLANS AS REQUIRED FOR INSTALLATION OF NEW WORK. ANY DAMAGED TILES AND OR GRIDS SHALL BE REPLACED WITH NEW TO MATCH AT THE CONTRACTORS EXPENSE. 14. 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. HVAC PLAN KEYED NOTES: 1 BALANCE TO INDICATED CFM. 2 PROVIDE DOUBLE WALL DUCTWORK WHERE DUCTWORK IS SHOWN WITH AN INNER DASHED LINE. 3 TERMINATE GARAGE EXHAUST DUCT AT APPROXIMATELY 12" AFF. PROVIDE WITH 1/2" X 1/2" GALVANIZED BIRDSCREEN. REFER TO DETAIL . BALANCE TO INDICATED CFM. 4 PROVIDE SMOKE DETECTOR IN RETURN AIR DUCT. 5 ROUTE DUCT ABOVE WINDOW SO DUCT IS NOT VISIBLE THROUGH WINDOW. 6 MOUNT TAKEOFF AT 45°. 7 DESTRAT FAN CONTROL.AREA 'A'AREA 'B'AREA 'A'AREA 'B'B134 B13324x2018x16 14x12 965 ? (TYP. 4) 14x12 18x16 14x12 UP TO EF-14 3 3 8"ø EX FLUE UP THRU ROOF UP TO EF-13 UP TO EF-10 INTAKE LOUVER 16 SQFT 16' AFF 18x14 18x14 UP TO EF-11 16x16 1650 ? (TYP. 2) 14x14 16x16 14x1412x1020x18 12x10UP TO EF-12 10x10 500 ? (TYP. 5) 3 3333 3 3 18ø 22ø 5 5 18ø 18x14 750 ? 18x14 750 ? 18ø 18ø22ø24ø 6 6 6 6 6 16x14 1300 ? (TYP. 2) 16x14 1300 ? (TYP. 2) 7 DF 8 DF 9 DF 10 DF 11 DF 12 DF 7 DF-7 - DF-12 AQ CO/NO2 SENSOR AQ CO/NO2 SENSOR AQ CO/NO2 SENSOR AQ CO/NO2 SENSOR KEY PLAN A B 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 501 South Eighth Street Minneapolis, MN 55404 krausanderson.com | 612 332 7281 10/12/2023 3:40:16 PMAutodesk Docs://232010 - MN CI Cottage Grove - New Utility Building/232010 - MN CI Cottage Grove New UtilityBuilding MECH_central.rvt1/8" = 1'-0"Central: Autodesk Docs://232010 - MN CI Cottage Grove - New Utility Building/232010 - MN CI Cottage Grove NewUtility Building MECH_central.rvtCITY OF COTTAGE GROVE NEW UTILITY AND ENGINEERING BUILDING M3.01b HVAC PLAN - MAIN LEVEL AREA 'B' 12800 Ravine Parkway South Cottage Grove, MN 55016 10875 Ideal Avenue South Cottage Grove, MN 55016 NOT FOR CONSTRUCTION OWNER REVIEW SET PJ RR 10/26/2023 232010 MINNESOTA PROFESSIONAL ENGINEER 1/8" = 1'-0"D1 HVAC PLAN - MAIN LEVEL AREA 'B' Revisions Description Date Num FINAL CD SET DRAFT NOT FOR CONSTRUCTION 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. THE VARIABLE AIR VOLUME CONTROL BOX SHALL BE LOCATED IN A POSITION TO ENSURE ACCESSIBILITY. VARIABLE AIR VOLUME COIL CONNECTIONS SHALL BE ON THE SAME SIDE AS THE CONTROL BOX. 5. LOCATE BALANCING DAMPERS ABOVE ACCESSIBLE CEILINGS WHERE POSSIBLE. 6. COORDINATE LOCATIONS OF ANY ACCESS PANELS REQUIRED IN WALLS OR CEILINGS WITH GENERAL CONTRACTOR. 7. 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. 8. 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. 9. ALL RISES AND DROPS IN DUCTWORK ARE NOT NECESSARILY SHOWN. LAYOUT ROUTING AND COORDINATE WORK WITH OTHER TRADES BEFORE CONSTRUCTION. 10. ALL SUPPLY DUCTWORK ROUTED IN CONCEALED SPACES AND ABOVE CEILINGS SHALL BE EXTERNALLY INSULATED. DO NOT INSULATE RETURN DUCTWORK. INSULATE RELIEF DUCTWORK AS SPECIFIED. 11. 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. 12. 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. 13. THE MECHANICAL CONTRACTOR SHALL REMOVE ALL EXISTING CEILING TILES AND GRIDS BEYOND EXTENT SHOWN ON ARCHITECTURAL PLANS AS REQUIRED FOR INSTALLATION OF NEW WORK. ANY DAMAGED TILES AND OR GRIDS SHALL BE REPLACED WITH NEW TO MATCH AT THE CONTRACTORS EXPENSE. 14. 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. HVAC PLAN KEYED NOTES: 1 BALANCE TO INDICATED CFM. 2 PROVIDE DOUBLE WALL DUCTWORK WHERE DUCTWORK IS SHOWN WITH AN INNER DASHED LINE. 3 TERMINATE GARAGE EXHAUST DUCT AT APPROXIMATELY 12" AFF. PROVIDE WITH 1/2" X 1/2" GALVANIZED BIRDSCREEN. REFER TO DETAIL . BALANCE TO INDICATED CFM. 4 PROVIDE SMOKE DETECTOR IN RETURN AIR DUCT. 5 ROUTE DUCT ABOVE WINDOW SO DUCT IS NOT VISIBLE THROUGH WINDOW. 6 MOUNT TAKEOFF AT 45°. 7 DESTRAT FAN CONTROL.AREA 'A'AREA 'B'AREA 'A'AREA 'B'CRU 1 C1 M2.000 A201 A200 EF 1 EF 3 EF 2 FOR WORK IN THIS AREA REFER TO . /D1 M3.01a EF 4 14x12 825 ? (TYP. 4) 3 3 14x10 14x12 UP TO EF-9 MEZZANINE MECH ROOM. SEE ./F1 M5.20 18x1418x14 22x205 5 AQ CO/NO2 SENSOR KEY PLAN A B 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 501 South Eighth Street Minneapolis, MN 55404 krausanderson.com | 612 332 7281 10/12/2023 3:40:19 PMAutodesk Docs://232010 - MN CI Cottage Grove - New Utility Building/232010 - MN CI Cottage Grove New UtilityBuilding MECH_central.rvt1/8" = 1'-0"Central: Autodesk Docs://232010 - MN CI Cottage Grove - New Utility Building/232010 - MN CI Cottage Grove NewUtility Building MECH_central.rvtCITY OF COTTAGE GROVE NEW UTILITY AND ENGINEERING BUILDING M3.02a HVAC PLAN - UPPER LEVEL AREA 'A' 12800 Ravine Parkway South Cottage Grove, MN 55016 10875 Ideal Avenue South Cottage Grove, MN 55016 NOT FOR CONSTRUCTION OWNER REVIEW SET PJ RR 10/26/2023 232010 MINNESOTA PROFESSIONAL ENGINEER 1/8" = 1'-0"D1 HVAC PLAN - UPPER LEVEL AREA 'A' Revisions Description Date Num FINAL CD SET DRAFT NOT FOR CONSTRUCTION DW WDFIRE PROTECTION PLAN GENERAL NOTES: 1. NO PIPING SHALL BE SUPPORTED FROM JOIST BRIDGING OR OTHER PIPING, DUCTWORK, OR CONDUIT. 2. ALL PIPING SHALL BE SUPPORTED FROM TOP CORDS OF JOISTS OR FROM CONCRETE DECKING BY APPROVED MEANS. 3. FIRE PROTECTION CONTRACTOR IS REQUIRED TO PROVIDE SLEEVES FOR ALL PIPING PENETRATIONS OF FIRE RESISTIVE OR SMOKE TIGHT WALLS AND FLOOR OPENINGS. SEAL ALL PIPE PENETRATION OPENINGS AND FIRE CAULK ALL SLEEVE LOCATIONS AS REQUIRED TO MAINTAIN RATING. REFER TO ARCHTECTURAL CODE PLAN FOR RATING LOCATIONS. 4. ALL SPRINKLER PIPING WITH LAY-IN ACOUSTIC, OR GYPSUM BOARD, CEILINGS SHALL BE ROUTED ABOVE THE CEILING. 5. DO NOT RUN SPRINKLER PIPE NEAR INTAKE LOUVER OR FRESH AIR INTAKES. 6. PROVIDE AN INSPECTORS TEST AT REMOTE POINT FOR EACH ZONE. ROUTE TEST AND DRAIN PIPES TO GRADE. PIPES ROUTED TO GRADE SHALL TERMINATE WITH A BRASS DRAIN FITTING. EXPOSED GALVANIZED PIPE IS NOT ACCEPTABLE. 7. FIRE PROTECTION CONTRACTOR TO CONDUCT A FLOW TEST AT HYDRANT NEAREST BUILDING AND RECORD WATER MAIN SIZE, STATIC AND RESIDUAL PRESSURES, AND G.P.M. FLOW. CONTACT AND COORDINATE FLOW TIME WITH CITY WATER DEPARTMENT. SEE SPEC SECTION 21 10 00, PARAGRAPH 1.04. 8. HEADS SHALL BE LOCATED WITHIN 2" OF CENTER OR QUARTER POINTS OF 2'x4' CEILING TILES AND WITHIN 2" OF CENTER OF 2'x2' CEILING TILES. 9. PROVIDE SPRINKLER HEADS BELOW ALL DUCTWORK THAT CREATES AN OBSTRUCTION TO SPRAY PATTERN AND ALL DUCTWORK GREATER THAN 48" WIDE. 10. FURNISH AND INSTALL PERMANENT PLASTIC LAMINATED SIGNS TO IDENTIFY EACH SPRINKLER VALVE, THE AREA IT CONTROLS, AND HYDRAULIC DESIGN DATA. 11. FURNISH AND INSTALL PERMANENT PLASTIC LAMINATE SIGN TO IDENTIFY INSPECTOR TEST CONNECTIONS AND THE ZONE IT SERVES. 12. THE INSTALLATION OF THE FIRE PROTECTION SYSTEM SHALL CONFORM TO I.S.O. AND N.F.P.A. REQUIREMENTS. 13. COORDINATE ALL FIRE PROTECTION PIPING WITH OTHER TRADES. COORDINATION SHALL BE THE RESPONSIBILITY OF THE FIRE PROTECTION CONTRACTOR. 14. ALL AREAS SHALL BE LIGHT HAZARD EXCEPT AS FOLLOWS. REFER TO ARCHITECTURAL FLOOR PLANS FOR ROOM TYPES. ORDINARY GROUP I JANITORS CLOSET MECHANICAL ROOMS VEHICLE GARAGE ORDINARY GROUP II KITCHEN AND STAFF ROOM STORAGE ROOMS BOILER ROOM COLD STORAGE 15. ELECTRICAL ROOMS (ALL VOLTAGES) TO BE SPRINKLED AND BE PROVIDED WITH SHIELDING. 16. ALL SPRINKLER HEADS INSTALLED 7'-0" OR LESS SHALL HAVE HEAVY DUTY PROTECTIVE GUARDS. 17. 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. FIRE PROTECTION PLAN KEYED NOTES: 1 PROVIDE WET-TYPE FIRE SUPPRESSION SYSTEM IN AREA INDICATED PER ALL NFPA AND LOCAL CODES. PROVIDE FIRE SUPPRESSION SYSTEM PLAN AND HYDRAULIC CALCULATION PER SPECIFICATION SECTION 21 10 00. 2 PROVIDE CLEAN AGENT FIRE SUPPRESSION SYSTEM PER SPECIFICATION 21 22 00 AND ALL ASSOCIATED CONTROLS, STROBES, AND ACCESSORIES. 3 PROVIDE DRY-TYPE FIRE SUPPRESSION SYSTEM IN AREA INDICATED PER ALL NFPA AND LOCAL CODES. 4 MAIN SERVICE LOCATION AND RISER ASSEMBLY. REFER TO PLUMBING PLAN DIAGRAMS FOR WATER MAIN ROUTED INTO THE BUILDING AND TO DETAIL . 5 DRY SYSTEM ASSEMBLY AND COMPRESSOR. 6 FDC LOCATION. COORDINATE EXACT LOCATION WITH LOCAL AUTHORITY HAVING JURISDICTION 7 PROVIDE FIRE SUPRESSION CONTROL PANEL. 8 MAINTENANCE OVERRIDE SWITCH. 9 PROVIDE CLEAN AGENT TANK. 10 MANUAL RELEASE PULL STATION. 11 ABORT BUTTON. 12 SMOKE DETECTION HORNS/STROBES INSIDE ROOM. 13 DISCHARGE HORN/STROBE OUTSIDE ROOM. 14 PROVIDE SPRINKLER COVERAGE ABOVE AND BELOW OVERHEAD DOORS. 15 PROVIDE VESDA DETECTION PANEL. 16 VEST. A100 LOBBY A101 TOILET ROOM A102 OPEN OFFICE A103 SMALL CONFERENCE ROOM A104 OFFICE A105 OFFICE A106 WORK ROOM A109 STAFF ROOM A110 QUIET ROOM A114 JC / MAINT. A124 WATER METER ROOM A130 STREET LIGHT STORAGE A131 AREA 'A'AREA 'B'AREA 'A'AREA 'B'TOILET ROOM A128 STORAGE A126MECH/ELEC A125 CIRC. A112 ZONE #2 (MAIN LEVEL) 24662 SF THIS ZONE TOTAL 20224 SF THIS LEVEL ZONE #1 10770 SF THIS ZONE TOTAL 1 1 14 14 14 PERSONAL STORAGE A116 ADA SHOWER ROOM A117 ADA TOILET A121 ELECTRICAL ROOM A127 VEHICLE GARAGE B134 CONF. RM. A111 COLD STORAGE B133 SHOWER ROOM A118 CHANGING ROOM A119 OFFICE A107 OFFICE A108 TOILET ROOM A113 WATER SERVICE A132 JC. A123 4 6 3 3860 SF THIS ZONE5 AREA 'A'AREA 'B'AREA 'A'AREA 'B'ZONE #2 (UPPER LEVEL) 24662 SF THIS ZONE TOTAL 4438 SF THIS LEVEL REFER TO ./C1 M4.01 1 2 MECHANICAL ROOM A175 DATA ROOM A176 MEZZANINE STORAGE A177 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 501 South Eighth Street Minneapolis, MN 55404 krausanderson.com | 612 332 7281 10/12/2023 3:40:30 PMAutodesk Docs://232010 - MN CI Cottage Grove - New Utility Building/232010 - MN CI Cottage Grove New UtilityBuilding MECH_central.rvtAs indicatedCentral: Autodesk Docs://232010 - MN CI Cottage Grove - New Utility Building/232010 - MN CI Cottage Grove NewUtility Building MECH_central.rvtCITY OF COTTAGE GROVE NEW UTILITY AND ENGINEERING BUILDING M4.01 FIRE PROTECTION PLAN - MAIN AND UPPER LEVEL 12800 Ravine Parkway South Cottage Grove, MN 55016 10875 Ideal Avenue South Cottage Grove, MN 55016 NOT FOR CONSTRUCTION OWNER REVIEW SET PJ RR 10/26/2023 232010 MINNESOTA PROFESSIONAL ENGINEER 1/16" = 1'-0"C1 FIRE PROTECTION PLAN - MAIN LEVEL 1/16" = 1'-0" FIRE PROTECTION PLAN - UPPER LEVELF1 Revisions Description Date Num FINAL CD SET DRAFT NOT FOR CONSTRUCTION DW WDROOF 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 6" Ø DRYER EXHAUST DOWN. SEE DETAIL . A B C D E F H 1 3 4 5 2 6 1.1 D.1 H.5C.1 1.4 D.4 D.6 G B.5 C.5 6 5 3 2 11.1 4 A B C JHH.5DGC.1 D.1 D.4 D.6B.5 C.5 1.4 B1 M2.000 CU 1 AREA 'A'AREA 'B'AREA 'A'AREA 'B'EF 1 EF 3 8"ø EX FLUE DN EF 14 EF 2 1906 SF + 0.5*(291.2+40.4) = 2072 SF 2508 SF + 0.5*(3.7 + 11.7) + 0.35*(2*4.3 + 2*4) = 2522 SF 2239 SF + 0.35*(423.5+439.5) = 2541 SF 5753 SF + 0.5*58.6 + 0.35*(2*58.6) = 5823 SF 5720 SF + 0.5*58.7 + 0.35*(2*58.9) = 5791 SF 6270 SF + 0.5*(58.1+24.4) + 0.35*(2*91.5) = 6375 SF 8" SD DN 8" OSD DN8" SD DN 8" OSD DN8" SD DN 8" OSD DN 5" SD DN 5" OSD DN 5" SD DN 5" OSD DN 5" SD DN 5" OSD DN EF 11 EF 7 EF 12 EF 5 VTR 6" Ø DRYER VENT DNX" Ø VENTS DN TO WH-1 & WH-2 X" Ø INTAKES DN TO WH-1 & WH-2 RH 1 X" Ø INTAKES DN TO B-1 & B-2 X" Ø VENTS DN TO B-1 & B-2 EF 4 EF 9 6" VTR 6" VTR 2470 lbs 2982 SF + 0.5*38.8 + 0.35*(2*22.1) = 3017 SF 5" SD DN 5" OSD DN 2080 SF + 0.5*24.5 SF + 0.35*(2*16.7) = 2104 SF 5" SD DN 5" OSD DN 2076 SF + 0.5*24.4 + 0.35*(2*16.7) = 2100 SF 5" SD DN 5" OSD DN 2339 SF + 0.5*28.2 + 0.35*(2*18.2) = 2366 SF 5" SD DN 5" OSD DN 2315 SF + 0.5*27.7 + 0.35*(2*18.2) = 2342 SF 5" SD DN 5" OSD DN EF 6 EF 8 EF 10 EF 13 3/4" CW DN HB X" VTR X" VTR X" VTR X" VTR 119 SF + 0.35*(39+73) = 158 SF 3" SD DN 3" OSD DN KEY PLAN A B 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 501 South Eighth Street Minneapolis, MN 55404 krausanderson.com | 612 332 7281 10/12/2023 3:40:36 PMAutodesk Docs://232010 - MN CI Cottage Grove - New Utility Building/232010 - MN CI Cottage Grove New UtilityBuilding MECH_central.rvtAs indicatedCentral: Autodesk Docs://232010 - MN CI Cottage Grove - New Utility Building/232010 - MN CI Cottage Grove NewUtility Building MECH_central.rvtCITY OF COTTAGE GROVE NEW UTILITY AND ENGINEERING BUILDING M5.10 ROOF PLAN 12800 Ravine Parkway South Cottage Grove, MN 55016 10875 Ideal Avenue South Cottage Grove, MN 55016 NOT FOR CONSTRUCTION OWNER REVIEW SET PJ RR 10/26/2023 232010 MINNESOTA PROFESSIONAL ENGINEER 1/16" = 1'-0"C1 ROOF PLAN Revisions Description Date Num FINAL CD SET DRAFT NOT FOR CONSTRUCTION S S 1 1.1 D.1 1.4 1 1.1 D.1 1.4 B 1B 2 WH 2 WH 1 GMU 1 P 1 P 2 2' - 6 11/16" ET 2 2' - 0"1' - 5"1' - 6"4" FD-4 3" FD-3 ET 1 2" FD-3 2" FD-3 CO 18x14 P-11 P-9 62x222" SS UP & DN X" HWS/R UP VAV 14 12x108x8 205 ? (TYP. 2) 8x6 8x8 8x6 12x10 410 ? BOILER ROOM PLAN GENERAL NOTES: 1. ALL RISES AND DROPS IN DUCTWORK 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 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. 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. 4. VERIFY EXACT LOCATIONS OF FLOOR DRAINS WITH ARCHITECTURAL PLANS. 5. SLEEVE AND FIRESTOP ALL PIPE PENETRATIONS THROUGH FIRE RATED WALLS. 6. REFER TO ARCHITECTURAL PLANS FOR CONCRETE CURBS AND PADS. COORDINATE EXACT SIZES AND LOCATIONS. 7. VARIABLE FREQUENCY DRIVES ARE PROVIDED BY THE MECHANICAL CONTRACTOR AND INSTALLED BY THE ELECTRICAL CONTRACTOR. 8. 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. BOILER ROOM PLAN KEYED NOTES: 1 PROVIDE EMERGENCY BOILER AND WATER HEATER SHUT-OFF BUTTON. 2 BALANCE TO INDICATED CFM. 3 PROVIDE 1 1/4" CONDENSATE DRAIN FROM AHU TO FLOOR DRAIN. 1 3 2 1.1 D.1 1.4 3 2 1 1.1 D.1 1.4 AHU 1 MAU 1 48x16 48x16 EA DUCT TO GARAGE. SEE ./D1 M3.01a 80x50 SA DUCT TO GARAGE. SEE ./D1 M3.01a X" Ø WH VENTS UP X" Ø BOILER INTAKES UPX" Ø BOILER VENTS UP X" Ø DRYER DUCT UP/DN X" Ø BOILER VENTS DN X" Ø BOILER INTAKES DN AC 1 VAV 18 2342 SF 5" SD UP 5" OSD UP 5" SD DN CO 62x22X" Ø WH INTAKES UP X" Ø WH INTAKES DN X" Ø WH VENTS DN 2 1/2" HWS/R DN 16x12 10x8 265 ? (TYP. 4)12x128x101060 CFM 2 32x32130x36 70x40HB 2" FD-2 3 KEY PLAN A B 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 501 South Eighth Street Minneapolis, MN 55404 krausanderson.com | 612 332 7281 10/12/2023 3:40:40 PMAutodesk Docs://232010 - MN CI Cottage Grove - New Utility Building/232010 - MN CI Cottage Grove New UtilityBuilding MECH_central.rvtAs indicatedCentral: Autodesk Docs://232010 - MN CI Cottage Grove - New Utility Building/232010 - MN CI Cottage Grove NewUtility Building MECH_central.rvtCITY OF COTTAGE GROVE NEW UTILITY AND ENGINEERING BUILDING M5.20 MECH ROOM PLAN 12800 Ravine Parkway South Cottage Grove, MN 55016 10875 Ideal Avenue South Cottage Grove, MN 55016 NOT FOR CONSTRUCTION OWNER REVIEW SET PJ RR 10/26/2023 232010 MINNESOTA PROFESSIONAL ENGINEER 1/2" = 1'-0"D5 LOWER LEVEL MECH ROOM 1/2" = 1'-0"F1 MEZZANINE MECH ROOM Revisions Description Date Num FINAL CD SET DRAFT NOT FOR CONSTRUCTION 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 501 South Eighth Street Minneapolis, MN 55404 krausanderson.com | 612 332 7281 10/12/2023 3:40:41 PMAutodesk Docs://232010 - MN CI Cottage Grove - New Utility Building/232010 - MN CI Cottage Grove New UtilityBuilding MECH_central.rvtCentral: Autodesk Docs://232010 - MN CI Cottage Grove - New Utility Building/232010 - MN CI Cottage Grove NewUtility Building MECH_central.rvtCITY OF COTTAGE GROVE NEW UTILITY AND ENGINEERING BUILDING M6.10 SUPPLY RISERS 12800 Ravine Parkway South Cottage Grove, MN 55016 10875 Ideal Avenue South Cottage Grove, MN 55016 NOT FOR CONSTRUCTION OWNER REVIEW SET PJ RR 10/26/2023 232010 MINNESOTA PROFESSIONAL ENGINEER Revisions Description Date Num FINAL CD SET DRAFT NOT FOR CONSTRUCTION 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 501 South Eighth Street Minneapolis, MN 55404 krausanderson.com | 612 332 7281 10/12/2023 3:40:42 PMAutodesk Docs://232010 - MN CI Cottage Grove - New Utility Building/232010 - MN CI Cottage Grove New UtilityBuilding MECH_central.rvtCentral: Autodesk Docs://232010 - MN CI Cottage Grove - New Utility Building/232010 - MN CI Cottage Grove NewUtility Building MECH_central.rvtCITY OF COTTAGE GROVE NEW UTILITY AND ENGINEERING BUILDING M6.20 WASTE RISERS 12800 Ravine Parkway South Cottage Grove, MN 55016 10875 Ideal Avenue South Cottage Grove, MN 55016 NOT FOR CONSTRUCTION OWNER REVIEW SET PJ RR 10/26/2023 232010 MINNESOTA PROFESSIONAL ENGINEER Revisions Description Date Num FINAL CD SET DRAFT NOT FOR CONSTRUCTION SHUT-OFF VALVE (TYP) UNION(TYP) FULL SIZE BYPASS PIPING AND BALL VALVE WITH MEMORY STOP WATER COIL STRAINER W/BLOW DOWN BALL VALVE & HOSE CONNECTION BALANCING VALVE. REFER TO DETAIL. CONTROL VALVE. REFER TO SCHEDULES FOR 2-WAY OR 3-WAY 1/2" MANUAL AIR VENT WITH VALVE & CAP W/CHAIN 1/2" DRAIN VALVE W/HOSE FITTING & CAP W/CHAIN. NOT REQUIRED IF STRAINER W/BLOW DOWN IS INSTALLED AT LOW POINT. 1/2" DRAIN VALVE W/HOSE FITTING & CAP W/CHAIN. NOT REQUIRED IF STRAINER W/BLOW DOWN IS INSTALLED AT LOW POINT. (TYP) THERMOMETER (TYP) UNION (TYP) COIL WATER 1/2" MANUAL AIR VENT WITH VALVE & CAP W/CHAIN (TYP) WATER COIL WATER COIL SHUT-OFF VALVE (TYP) STRAINER W/BLOW DOWN BALL VALVE, HOSE CONNECTION, & CAP W/CHAIN SIZE MAINS AS INDICATED ON PLANS SIZE COIL CONN. RUNOUTS PER MANUF. COIL CONN. SIZES LOCATE UNIONS TO ALLOW UNRESTRICTED REMOVAL OF COILS. BALANCING VALVE. REFER TO DETAIL. BALANCE EACH DEVICE FOR EQUAL FLOW IN EACH COIL SECTION. VERIFY WITH THE UNIT MANUFACTURER THE NUMBER OF COIL SECTIONS FOR EACH UNIT. 2-WAY OR 3-WAY CONTROL VALVE (TYP.). REFER TO SCHEDULES. FULL SIZE BYPASS PIPING AND BALL VALVE WITH MEMORY STOP SUC LIQ HG DOUBLE RISER SENSING BULB TO NEAREST F.D. TRAP (REFER TO DETAIL) AIR FLOW CD NOTES: 1. PROVIDE (1) SOLENOID VALVE FOR EACH LIQUID LINE CIRCUIT FROM CONDENSING UNIT. 2. PROVIDE (1) THERMOSTATIC EXPANSION VALVE FOR EACH DISTRIBUTOR 3. ALL PIPING SHALL BE SIZE AND INSTALLED IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS. 4. PROVIDE OIL TRAPS AND DOUBLE RISERS AS REQUIRED FOR PROPER OIL RETURN. 5. COIL PIPING SHALL BE ARRANGED IN SPLIT ROW CONFIGURATION. 6. PROVIDE SEPARATE SUCTION LINE FOR EACH CIRCUIT. 7. PROVIDE SOLENOID VALVE SHOWN, DRYER WITH SHUT-OFF VALVES, SIGHT GLASS AND HOT GAS BY-PASS AT CONDENSING UNIT. 8. CONTROL WIRING BY MECH. CONTR. 9. PROVIDE DRAIN PAN AND SOLDER WATERTIGHT. 10. PROVIDE CONDENSATE DRAIN PIPING RUN NEAREST FLOOR DRAIN. SOLENOID VALVE THERMOSTATIC EXPANSION VALVE DX COOLING COIL CONDENSATE DRAIN PAN SOLDERED WATERTIGHT HG LIQ LIQ SUC SUC AIR FLOW SENSING BULB DOUBLE RISER TRAP (REFER TO DETAIL) TO NEAREST F.D.CD NOTE: 1. PROVIDE (1) CIRCUIT FOR EACH STAGE OF CONDENSOR CONTROL STEPS. 2. PROVIDE (1) SOLENOID VALVE FOR EACH CIRCUIT. 3. PROVIDE (1) THERMOSTATIC EXPANSION VALVE FOR EACH DISTRIBUTOR 4. ALL PIPING SHALL BE SIZED AND INSTALLED IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS 5. PROVIDE OIL TRAPS AND DOUBLE RISERS AS REQUIRED FOR PROPER OIL RETURN. 6. COIL PIPING SHALL BE ARRANGED IN SPLIT ROW CONFIGURATION. 7. PROVIDE SEPARATE SUCTION LINE FOR EACH CIRCUIT. 8. PROVIDE SOLENOID VALVE, DRYER WITH SHUT-OFF VALVES, SIGHT GLASS AND HOT GAS BY-PASS AT CONDENSING UNIT. 9. CONTROL WIRING BY MECH. CONTR. 10. PROVIDE DRAIN PAN, SOLDER WATERTIGHT AND COAT INSIDE WITH EPOXY MASTIC. 11. PROVIDE CONDENSATE DRAIN PIPING RUN TO NEAREST FLOOR DRAIN. SOLENOID VALVES Dx COOLING COIL THERMOSTATIC EXPANSION VALVE CONDENSATE DRAIN PAN SOLDERED WATERTIGHT BALANCING VALVE. REFER TO DETAIL CONTROL VALVE COVER UNION AQUASTAT (CABINET UNIT HEATER ONLY). SET TO 10 DEGREES LESS THAN MINIMUM OPERATING TEMPERATURE OF SYSTEM. STRAINER W/ BLOWDOWN BALL VALVE SHUTOFF VALVE (TYP.) REDUCER AS REQUIRED (TYP.) HEATING COIL *LOCATE PIPING COMPONENTS IN AN ACCESSIBLE AREA. 1/2" DRAIN VALVE WITH HOSE THREADS BALANCING VALVE. REFER TO DETAIL. UNION UNION UNION (TYP) SHUTOFF VALVE (TYP.) DOUBLE DEFLECTION DIFFUSER PROPELLER UNIT HEATER CONTROL VALVE STRAINER W/ BLOWDOWN BALL VALVE 1/2" MANUAL AIR VENT WITH HOSE THREADS AQUASTAT. SET TO 10 DEGREES LESS THAN MINIMUM OPERATING TEMP OF SYSTEM. FLOOR HEATING ELEMENT (TYP)HWSHWRRADIATION ENCLOSURE (WHERE SCHEDULED) SHALL BE WALL-TO-WALL. WALL (OR CHASE) ROUTE INSULATED PIPING CONCEALED STRAINER W/ BLOWDOWN VALVE UNION (TYP) BALANCING VALVE (TYP) SHUTOFF VALVE (TYP) AIR VENT (TYP) WALL CONTROL VALVE ACCESSIBLE CEILING STEEL WALL BRACKET AND BACK PLATE (NOT SHOWN) DRAIN COUPLING (TYP) ENCLOSURE TRIM (TYP) ROUTE SUPPLY AND RETURN PIPING ABOVE HEATING ELEMENT WITHIN RADIATION ENCLOSURE UNLESS OTHERWISE INDICATED ON FLOOR PLAN. PROVIDE ACCESS PANEL FOR PIPING COMPONENTS LOCATED UNDER RADIATION ENCLOSURE. COORDINATE ACCESS PANELS WITH OTHER TRADES FOR PIPING COMPONENTS LOCATED BEHIND CASEWORK OR WITHIN WALL CAVITY. NOTES: 1. LOCATE PIPING COMPONENTS (CONTROL VALVE, SHUTOFF VALVES, STRAINER, AIR VENTS, AND DRAINS) IN AN ACCESSIBLE LOCATION. 2. REFER TO SCHEDULES FOR ROWS OF HEATING ELEMENTS. 3. REFER TO FLOOR PLANS FOR LOCATION OF SUPPLY AND RETURN PIPING SERVING RADIATION. 20'-0" MAXIMUM (TYP) REFER TO FLOOR PLANS FOR UPFEED OR DOWNFEED CONFIGURATION. FOR UPFEED CONFIGURATIONS, LOCATE PIPING COMPONENTS WITHIN RADIATION ENCLOSURE UNLESS OTHERWISE NOTED ON FLOOR PLANS. PIPE SLEEVES PAINTED THE COLOR SELECTED BY THE ARCHITECT AIR CHAMBER W/ MANUAL AIR VENT (UPFEED CONFIGURATION ONLY)HWRHWSPROVIDE BALANCING VALVE ABOVE CEILING FOR SINGLE ELEMENT FTR HWRHWSTO FTR IN ADJACENT ROOM ENCLOSURE HEIGHT - REFER TO SCHEDULE MOUNTING HEIGHT - REFER TO SCHEDULE SPRING ISOLATOR BIRD SCREEN UNION PRESSURE REDUCING VALVE GAS BURNER TYPE 'B' GAS VENT ROOFING BAR JOIST WEATHER CAP BY MECH. CONTR. STORM COLLAR TALL CONE FLASHING. SEAL WATERTIGHT. DRIP PAN SEALED WATERTIGHT DIRT LEG CAPPED LUB. PLUG GAS COCK GAS FIRED UNIT HEATER DOUBLE DEFLECTION DIFFUSER INDUCED DRAFT BLOWER ANCHOR TO BAR JOIST INSULATION INSERT FOR ALL INSULATED PIPING 2" AND LARGER. HANGER ROD * INSULATION PIPE SUPPORT NUT LOCKING NUT NON-INSULATED PIPEINSULATED PIPE HEAVY DUTY CLEVIS HANGER INSULATION SHIELD FOR ALL INSULATED PIPING * PROVIDE CONCRETE INSERTS OR FASTEN TO TOP CHORDS OF BAR JOISTS OR OTHER STRUCTURAL BEAMS. DO NOT FASTEN TO ROOF DECK OR JOIST BRIDGING. HANG PIPING ROUTED PARALLEL TO JOISTS FROM MINIMUM 2 JOISTS. REFER TO STRUCTURAL DRAWINGS FOR ADDITIONAL REQUIREMENTS. COORDINATE HANGER POINT LOCATIONS WITH JOIST SUPPLIER. INSULATION SUPPORT NUT LOCKING NUT PIPE UNINSULATED PIPE ALLTHREAD HANGER ROD. SUPPORT FROM STRUCTURE. * INSULATION SHIELD FOR ALL INSULATED PIPING * PROVIDE CONCRETE INSERTS OR FASTEN TO TOP CHORDS AT BAR JOISTS OR OTHER STRUCTURAL BEAMS. DO NOT FASTEN TO ROOF DECK OR JOIST BRIDGING. HANG PIPING ROUTED PARALLEL TO JOISTS FROM MINIMUM 2 JOISTS. REFER TO STRUCTURAL DRAWINGS FOR ADDITIONAL REQUIREMENTS. COORDINATE HANGER POINT LOCATIONS WITH JOIST SUPPLIER. SUPPORT CHANNEL OR ANGLE INSULATION INSERT FOR ALL INSULATED PIPING 2" AND LARGER. TRIM EXCESS LENGTH OF THREADED ROD PER SPECIFICATION. MAINS PROVIDE BOTTOM BRANCH TAKE-OFFS FROM MAIN ON ALL HYDRONIC PIPING SYSTEMS BRANCH PIPING TAKE-OFF NOTES: 1. MULTI-TURN BALANCING VALVES MAY BE USED AS A SHUTOFF VALVE. 2. INSTALL IN ACCESSIBLE LOCATION FOR BALANCER. CONNECTING POINT OF PRESSURE PORTS SHALL BE ABOVE THE TOP OF THE PIPE FOR BALANCING VALVES INSTALLED IN HORIZONTAL PIPING. METAL TAG WITH REQUIRED FLOW DATA. SHUTOFF VALVE REQUIRED WHERE 1/4 TURN BALANCING VALVES ARE INSTALLED. INSTALL A MINIMUM OF 5 PIPE DIAMETERS DOWNSTREAM OF ANY FITTING. 1/4 TURN OR MULTI-TURN BALANCING VALVE. PRESSURE PORTS SHUTOFF VALVE CHECK VALVE SHUTOFF VALVE PRESSURE GAGE PET COCK BALL VALVE STRAINER W/ BLOWDOWN CIRCULATING PUMP UNION OR FLANGE BALANCING VALVE. REFER TO DETAIL. FLOOR FLANGED INCREASER TRIPLE DUTY VALVE PUMP MOTOR COUPLING GUARD PRESS GAUGE SUCTION LINE FLEX CONN. (TYP.) SHUTOFF VALVE 3/4" DRAIN WITH SHUTOFF AND HOSE CONNECTION SUCTION DIFFUSER WITH ADJ. LEG SUPPORT 6" CONCRETE BASE GAUGE ISOLATION VALVE (TYPICAL) DRAIN W/BALL VALVE AND THREADED CAP DISCHARGE LINE GROUT BASE PER MANUFACTURER'S GUIDELINES NOTES: * COORDINATE SIZE AND LOCATION OF EQUIPMENT AND PIPE SUPPORTS AND ROOF PIPE PENETRATIONS. SPRING VIBRATION ISOLATORS REFER TO ROOF MOUNTED EQUIPMENT CURB DETAIL FOR EQUIPMENT AND PIPE SUPPORTS. REFRIGERANT PIPING AND CONDUIT. FLEXIBLE CONNECTIONS REFER TO ROOF PIPE PENETRATION DETAIL. ROOF PIPE SUPPORTS AT 4'0" MINIMUM. GLOBE VALVE (TYP.) FILTER/ DRYER MOISTURE/LIQUID INDICATOR BYPASS LIQ HG SUC CONDENSING UNIT FIRE STOP JOINT SYSTEM AT RATED ROOF DECK SEALANT AROUND ALL PIPES TOP TO BE REMOVABLE INSTALL PIPES AND CONDUIT IN SAME HORIZONTAL PLANE. SEE ARCHITECTURAL DRAWINGS FOR ROOFING BOX FOR PIPE PENETRATIONS. COORDINATE EXACT SIZE AND LOCATIONS. 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 501 South Eighth Street Minneapolis, MN 55404 krausanderson.com | 612 332 7281 10/12/2023 3:40:44 PMAutodesk Docs://232010 - MN CI Cottage Grove - New Utility Building/232010 - MN CI Cottage Grove New UtilityBuilding MECH_central.rvt1/8" = 1'-0"Central: Autodesk Docs://232010 - MN CI Cottage Grove - New Utility Building/232010 - MN CI Cottage Grove NewUtility Building MECH_central.rvtCITY OF COTTAGE GROVE NEW UTILITY AND ENGINEERING BUILDING M7.10 MECHANICAL DETAILS 12800 Ravine Parkway South Cottage Grove, MN 55016 10875 Ideal Avenue South Cottage Grove, MN 55016 NOT FOR CONSTRUCTION OWNER REVIEW SET PJ RR 10/26/2023 232010 MINNESOTA PROFESSIONAL ENGINEER NOT TO SCALEB1WATER COIL TYPE B PIPING NOT TO SCALEB2WATER COIL TYPE E PIPING NOT TO SCALEB5DIRECT EXPANSION COOLING COIL DETAIL (SINGLE CIRCUIT) NOT TO SCALEB7DIRECT EXPANSION COOLING COIL DETAIL (MULTIPLE CIRCUITS) NOT TO SCALEC1CABINET UNIT HEATER OR CONVECTOR DETAIL NOT TO SCALEC2PROPELLER UNIT HEATER PIPING DETAIL NOT TO SCALEC7TYPICAL RADIATION DETAIL - MULTIPLE ZONES NOT TO SCALEC5GAS FIRED UNIT HEATER DETAIL NOT TO SCALEE2CLEVIS PIPE HANGER DETAIL NOT TO SCALEE1TRAPEZE PIPE HANGER DETAIL NOT TO SCALEE5HYDRONIC BRANCH PIPING TAKE-OFF DETAIL NOT TO SCALEE7BALANCING VALVE DETAIL NOT TO SCALEF1INLINE CIRCULATING PUMP DETAIL NOT TO SCALEF2BASE MOUNTED PUMP PIPING DETAIL NOT TO SCALEF5ROOFTOP CONDENSING UNIT DETAIL NOT TO SCALEF7ROOF PIPE PENETRATION DETAIL Revisions Description Date Num FINAL CD SET DRAFT NOT FOR CONSTRUCTION CANT SEE ARCH. ROOFING SEE ARCH. INSULATION SEE ARCH. METAL DECK BAR JOIST TREATED WOOD CURB. SEE ARCH. COUNTERFLASHING BY MECH. CONTR. GALVANIZED EQUIPMENT ANCHOR PLATE BY MECHANICAL CONTRACTER. LAG BOLT EQUIPMENT TO CURB WITH GASKETED WASHER. FLASHING SEE ARCH.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.BRINE TANK NOTES: 1. INSTALL COMPLETE SYSTEM IN ACCORDANCE WITH ALL MANUFACTURER'S RECOMMENDATIONS AND GUIDELINES INCLUDING INSTALLATION OFF ALL FIELD INSTALLED COMPONENTS 2. REFER TO EQUIPMENT SCHEDULE FOR QUANTITY OF RESIN TANKS REQUIRED. FLOOR DRAIN WITH DOME STRAINER 6" CONCRETE CURB ENCLOSURE. REFER TO ARCHITECTURAL DRAWINGS. DRAIN LINE. ROUTE FULL SIZE TO NEAREST FLOOR DRAIN. UNION (TYP.)SHUT-OFF VALVE (TYP.) S FULL SIZE BYPASS VALVE (TYP.) DIAPHRAGM OPERATED VALVE (TYP.) WATER METER (TYP.) BRINE LINE (TYP.) PLUMBING VENT FLOOR DRAIN WITH DOME STRAINER PLUMBING VENT BURNER 2"12" GAS PIPING GAS REGULATOR SHUTOFF VALVE 5/8" STAINLESS STEEL FLEX GAS CONNECTOR GAS NIPPLE CORD AND PLUG 120V RECEPTACLE BY OTHERS COMBUSTION CHAMBER ASSEMBLY COUPLING EMITTER TUBE 4" TUBE END VENT PLATE FOR END BURNER ONLY (TUBE NOT SHOWN) SIDE EXTENSION SUPPORT BRACKET AS REQUIRED REFLECTOR SHIELD RETAINER CLIP RELIEF NOTCHSIDE EXTENSION REFLECTOR AS REQUIRED STANDARD REFLECTOR TUBE & REFLECTOR HANGER SHEET METAL SCREW F DOMESTIC WATER METER APPROVED BY CITY PIPE SERVING METER SHALL BE 17" FROM CENTERLINE TO FLOOR. INSTALL PER LOCAL WATER UTILITY REQUIREMENTS. MECHANICAL CONTRACTOR TO PROVIDE TEE AND CAP FOR FIRE PROTECTION CONTRACTOR. 8" O.S.&Y. VALVE W/TAMPER SWITCH BY FIRE SPRINKLER CONTRACTOR 6"CONCRETE PAD BY OTHERS 8" DOUBLE DETECTOR CHECK WITH BY-PASS METER * PROVIDE RPZ BACK FLOW PREVENTER WHEN REQUIRED BY LOCAL UTILITIES. DRAIN VALVEO.S.&Y. VALVE (TYP) CHECK VALVE * LOCKABLE BY-PASS VALVE ** 8" SPOOL PIECE BY MECH. CONTR. TO OTHER FIRE PROT. ZONES TO DOMESTIC WATER SLEEVE & CAULK TO LAWN IRRIGATIONDEDUCT WATER METER RPZ DRIP CHECK TO FIRE DEPT. CONNECTION 8" 4" 8" WATER SERVICE REFER TO SITE UTILITY PLAN FOR SIZE AND LOCATION PRESSURE GAUGE ZONE #1 ZONE #2 PRESSURE GAUGE (TYP) 4" HUB DRAIN O.S.&Y. OR APPROVED BUTTERFLY VALVE & TAMPER SWITCH (TYP) FLOW SWITCH INSPECTOR'S TEST VALVE (TYP) ** VERIFY WITH LOCAL UTILITIES IF A MOTOR BYPASS IS REQUIRED. 2" MAIN DRAIN TO GRADE. TERMINATE WITH BRASS DRAIN FITTING. REFER TO NFPA 24 FOR THRUST RESTRAINT METHOD USING BELL & SPIGOT / ROD ARRANGEMENT. NOTES: 1. PROVIDE OWNER WITH A 2" DIAMETER DRAIN SOCK OF REQUIRED LENGTH SO THAT WATER MAY BE DIRECTED TO AN ACCEPTABLE LOCATION. 2. EXTERIOR MAIN DRAIN DISCHARGE SHALL BE INSTALLED IN AN ACCEPTABLE LOCATION TO PREVENT STAINS OF CONCRETE, WASHING OUT OF GRADE, PONDING WATER, AND ALL OTHER POSSIBILITY OF CAUSING WATER DAMAGE. MOTORIZED VALVE. WIRE TO FLOW SWITCH TO SHUT ON DETECTION OF FLOW.8"(±)HUBLESS PIPE RISER CLAMP HUBLESS PIPE THIS JOINT BRACE TO BE PROVIDED AT ALL RISER JOINTS THAT OCCUR BETWEEN FLOORS. ALTERNATE JOINT BRACE DETAIL FOR CONGESTED LOCATIONS SHIELD AND CLAMP JOINT BANDING STRAPS T Y P IC A L P IP E S E C T IO N M A X . H A N G E R S P A . = 1 0 '-0 " SHIELD AND CLAMP JOINT TYPICAL VERTICAL HANGERS EACH SIDE OF SHIELD & CLAMP JOINT. TYPICAL TRANSVERSE BRACE IF REQUIRED WALL DRIP LEG BALL VALVE SHUT-OFF BALL VALVE QUICK DISCONNECT COMPRESSED AIR MAIN 42" AFFSLOPE ½" DN ¾" ROUTE BRANCH PIPING OFF TOP OF MAIN FASTEN PIPE SECURELY TO WALL COMPRESSED AIR MAIN EL = 8'-0" A.F.F. 3/8" DIAM. HOSE PITCH DOWN EL = 9'-0" A.F.F. ¼" QUICK CONNECTS ½" COMP. AIR 1" ANGLE WELDED TO STRUCTURE AND CLAMPED TO AIR PIPE. ARRANGE STEEL SUPPORTS (2) 90° TO EACH OTHER IN PLAN VIEW WELD TO JOIST STRUCTURE NOTE: USE ON SIZES ¾" TO 2". STRAINER FULLSIZE DRAIN AIR GAP UNION (TYP) BALL VALVE WATER INLET SIZE AS INDICATED ON PLANS. WALL PIPE SUPPORT REDUCED PRESSURE BACKFLOW PREVENTER WALL PIPE SUPPORT 4'-0" OFF FLOOR 1" TO NEAREST FLOOR DRAIN WATER OUTLET SIZE AS INDICATED ON PLANS. NOTE: DASHED PIPING PROVIDED BY FOOD SERVICE EQUIPMENT CONTRACTOR ALL OTHER COMPONENTS PROVIDED AND INSTALLED BY PLUMBING CONTRACTOR CODE APPROVED BACKFLOW PREVENTOR BY MECH CONTRACTOR. SHUT-OFF VALVE MIXING VALVE CHECK VALVES @ 24" A.F.F. HOSE REEL WALL HOOK WHERE SPECIFIED 84" A.F.F.50" A.F.F.6"6"NOTES: 1. SP = EQUAL TO THE NEGATIVE PRESSURE IN THE COOLING COIL DRAIN PAN. PROVIDE FIELD MEASUREMENT OF THE SYSTEM WITH A WET COIL OR EQUAL TO THE TOTAL FAN STATIC PRESSURE MINUS THE DUCT EXTERNAL STATIC PRESSURE AS MEASURED IN INCHES OF W.C. 2. H = SP + 1" 3. J = HALF OF H AIR HANDLING UNIT DRAIN PAN TURN DOWN INTO DRAIN H OPEN J SLOPE ROUTE TO NEAREST FLOOR DRAIN. SIZE IN ACCORDANCE WITH MANUFACTURER'S GUIDELINES OR AS INDICATED ON PLANS. SLOPE AT A MINIMUM OF 1/8" PER FOOT INSTALL CHROME PLATED BRASS ESCUTCHEON WHEN PENETRATION IS NOT CONCEALED ABOVE A CEILING. INSULATE CONTINUOUSLY THROUGH WALL PIPE PROVIDE SEALANT IN GAP BETWEEN PIPE/INSULATION AND SLEEVE. PROVIDE FIRE STOPPING AT RATED WALLS. REFER TO ARCHITECTURAL DRAWINGS FOR FIRE RATING REQUIREMENTS. PIPE SLEEVE WHEN REQUIRED (SEE SPECIFICATION FOR REQUIREMENTS) NOTES: 1. PROVIDE PIPE WALL PENETRATION AS INDICATED AT ALL ABOVEGROUND WALL PENETRATIONS. 2. MAINTAIN A CONTINUOUS VAPOR BARRIER FOR INSULATED PIPES.WALL OR PARTITION 110 GALLON CAPACITY (MIN) OUTLET C.O. INLET NOTE: CONTRACTOR IS RESPONSIBLE FOR VERIFICATION OF, AND COMPLIANCE WITH GOVERNING CODES. VERIFY INVERT ELEV. EXTEND NECK AS REQUIRED TOP OF SLAB 4" VENT 4" MIN. 1 FWI FACTORY PROVIDED MANHOLE COVER (TYP.) 4" MIN. 3" FW VENT 6" MIN. WASTE UNDERFLOOR CLEANOUT VENT UP SINK *LOCATE CLEANOUT NEATLY AND IN AN ACCESSIBLE LOCATION IN CASEWORK 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 501 South Eighth Street Minneapolis, MN 55404 krausanderson.com | 612 332 7281 10/12/2023 3:40:46 PMAutodesk Docs://232010 - MN CI Cottage Grove - New Utility Building/232010 - MN CI Cottage Grove New UtilityBuilding MECH_central.rvt1/8" = 1'-0"Central: Autodesk Docs://232010 - MN CI Cottage Grove - New Utility Building/232010 - MN CI Cottage Grove NewUtility Building MECH_central.rvtCITY OF COTTAGE GROVE NEW UTILITY AND ENGINEERING BUILDING M7.20 MECHANICAL DETAILS 12800 Ravine Parkway South Cottage Grove, MN 55016 10875 Ideal Avenue South Cottage Grove, MN 55016 NOT FOR CONSTRUCTION OWNER REVIEW SET PJ RR 10/26/2023 232010 MINNESOTA PROFESSIONAL ENGINEER NOT TO SCALEB1ROOF MOUNTED EQUIPMENT CURB DETAIL NOT TO SCALEB3MANUFACTURED CURB DETAIL NOT TO SCALEB4WATER SOFTENER DETAIL NOT TO SCALEB7GAS FIRED INFRA-RED BURNER DETAIL NOT TO SCALED7GAS FIRED INFRA-RED REFLECTOR DETAIL NOT TO SCALED1FIRE PROTECTION AND DOMESTIC WATER DETAIL NOT TO SCALED3HUBLESS PIPE RISER DETAIL NOT TO SCALED5HUBLESS PIPE INSTALLATION DETAIL NOT TO SCALEE3AIR PIPING SUPPORT DETAIL NOT TO SCALEE4AIR PIPING SUPPORT DETAIL NOT TO SCALEE7REDUCED PRESSURE BACKFLOW PREVENTER DETAIL NOT TO SCALEF1HOSE REEL DETAIL NOT TO SCALEF3DRAW-THRU CONDENSATE DRAIN NOT TO SCALEF5PIPE WALL PENETRATION DETAIL NOT TO SCALEE1FLAMMABLE WASTE TRAP DETAIL NOT TO SCALEF7UPPER TERMINAL PLUMBING FIXTURE CLEANOUT Revisions Description Date Num FINAL CD SET DRAFT NOT FOR CONSTRUCTION THERMOMETER (TYP.) NOTES: INSTALL IN ACCORDANCE WITH MANUFACTURERS INSTRUCTIONS. WATER HEATERS AND PIPING SHALL BE INSTALLED SO THAT THE HEATERS CAN BE REMOVED WITHOUT CUTTING OR SWEATING OF PIPE. VENTING REQUIREMENTS: CATEGORY IV, POSITIVE PRESSURE CONDENSING. INDIVIDUALLY VENT. REFER TO MANUFACTURER'S GUIDELINES FOR SIZING. COORDINATE ELECTRICAL CONNECTIONS WITH DIVISION 26. TWO-TANK PIPING ON DETAIL IS SHOWN AS "FIRST TANK IN-LAST TANK OUT" PIPING ARRANGEMENT FOR BALANCED FLOW THROUGH EACH WATER HEATER TANK. THERMAL EXPANSION TANK SOFT COLD WATER SUPPLY P & T RELIEF VALVE. ROUTE FULL SIZE TO WITHIN 18" AFF. MAXIMUM ONE 90 DEG ELBOW (TYP.) COLD WATER CONNECTION (TYP.) NATURAL GAS SUPPLY HOT WATER SUPPLY TO ASSE 1017 MASTER MIXING VALVE. REFER TO MIXING VALVE DETAIL. CIRCULATION HOT WATER RETURN ACID NEUTRALIZING TANK,. ROUTE TO NEAREST FLOOR DRAIN (TYP.). INSTALL PER MANUFACTURER'S GUIDELINES. PROVIDE WITH BYPASS. UNION (TYP.) SHUT OFF VALVE (TYP.) CIRC. HOT WATER CONNECTION (TYP.)FNGDRAIN VALVE. ROUTE TO NEAREST FLOOR DRAIN (TYP.) BALL VALVE AND DRAIN TO ADJUST CHARGE FN G FNGSENSOR WELL (TYP.) CONDENSATE TRAP (TYP.) DIRT LEG (TYP.) PRESSURE REDUCING VALVE (TYP.) WH WH ET X" X" X" PIPE SIZE EQUIVALENT TO EXPANSION TANK CONNECTION X" X" X" X" X" X" X" X" 6" CONCRETE PAD BY OTHERS (TYP.) CHECK VALVE (TYP) ROUTE TO NEAREST FLOOR DRAIN. ADJUST EYEWASH DRAIN TO DRAIN TO ONE SIDE. EMERGENCY EYEWASH/SHOWER FIXTURE COPPER DRAIN PIPE ADJUST MIXING VALVE TO OPERATE WITHIN CODE MANDATED RANGE. 5' 0'' AFF. INSULATED CW AND HW COPPER PIPING. SHUTOFF VALVE (TYP) UNINSULATED COPPER PIPING. SIZE AS RECOMMENDED BY MANUFACTURER. ROUTE TO FLOOR DRAIN 2" OFF WALL TO MAKE CLEANABLE SURFACE 2" 5' 0" ABOVE FINISHED SET TO CODE MANDATED OPERATING RANGE HW MIXING VALVE 2" MIXING VALVE INSTALL TO COMPLY WITH ADULT ADA ACCESSIBILITY TEMPERED WATER CW INSULATED SUPPLY LINES INSTALL MIXING VALVE AT 5' 0" AFF. CHECK VALVE (TYP) SHUTOFF VALVE (TYP) 4"+ 4"+ MAX 0' - 4" MAX 0' - 4" ATTACH ALL CONCENTRATED LOADS (PIPING, MECH ROOFTOP EQUIP CURBS, ETC) TO THE JOIST WITHIN 4" OF THE JOIST PANEL POINT OR PROVIDE STIFFENER ANGLES AS SHOWN. FOR PIPING EXCEEDING 20 PLF OR EQUIVALENT GROUPINGS, NOTIFY THE STRUCTURAL ENGINEER PRIOR TO INSTALLATION. PIPES EXCEEDING 10 PLF PARALLEL TO JOIST SHALL BE CENTERED BETWEEN JOIST & A SPREADER MEMBER INSTALLED. FOR PIPING EXCEEDING 20 PLF OR EQUIVALENT GROUPINGS NOTIFY THE STRUCTURAL ENGINEER PRIOR TO INSTALLATION. PIPE OR OTHER EQUIPMENT STIFFENER ANGLES 2-L2x2x1/8 STIFFENER ANGLES 2-L2x2x1/8 1/8 TYP "B"FIXTURE "A" RECIRCULATING DOMESTIC HOT WATER DOMESTIC COLD WATER DOMESTIC HOT WATER DOMESTIC HOT WATER NOMINAL PIPE SIZE ("A") MAXIMUM PIPING LENGTH ("B") PUBLIC LAVATORY OTHER FIXTURES "D" "A" "C" "B" = "C" + "D" FIXTURE 1/2" 3/4" 1" 1-1/4" 1-1/2" > OR = 2" 2'-0" 6" 6" 6" 6" 6" 43'-0" 21'-0" 13'-0" 8'-0" 6'-0" 4'-0" REFER TO PLANS AND RISER DIAGRAMS FOR SPECIFIC PIPE SIZES. A AUTOMATIC DRAIN VALVE MOISTURE SEPARATOR UNION (TYP) FLEX. CONN . 6" ISOLATED CONCR. PAD BY OTHERS. ASME LABELED COMPRESSION TANK GENERAL PURPOSE FILTER/DRAIN VALVE SUPPORT OFF WALL W/ "L" BRACKETS AIR-COOLED AFTER COOLER PRESSURE RELIEF VALVE AIR COMPRESSOR BY-PASS VALVE REFRIGERATED AIR DRYER OUTSIDE AIR INTAKE/MUFFLER A-1= GENERAL USE A-2= PAINT SPRAY A-3= AIR-OPERATED TOOLS A-4= INSTRUMENT AIR (CLEAN) 67377 1 TO FLOOR DRAIN OR SERVICE SINK OPTIONS: A - FLEXIBLE COIL AIR HOSE. EXTEND HARD PIPING DOWN TO 8' AFF AND CONNECT HOSE TO PIPING. INCLUDE ALL COMPONENTS OF SPECIFIED DROP. SEE DETAIL F8/M5.20. VAPOR REMOVAL FILTER DRIP LEG W/ DRAIN VALVE OIL REMOVAL FILTER QUICK DISCONNECT W/ DUST PLUG REGULATOR/FILTER W/ PRESS. GAGE LUBRICATOR 1 BALL VALVE 2 3 21 5 1 2 44 DROP A-2 DROP A-1 TO AIR OUTLETS (TYP) DROP A-3 4 A TOP OF MAIN BRANCH TAKE-OFFS (TYPICAL) DROP A-4 4 AUTOMATIC DRAIN VALVE PROVIDE AT END OF MAIN AND AT ALL RISES PITCH PIPING DOWN IN DIRECTION OF FLOW 1 2 3 4 5 6 7 1 TEMPERATURE SENSOR WELL (TYP.) PIPE SIZE EQUIVALENT TO EXPANSION TANK CONNECTION 1 1/4" CW FILL. ROUTE TO SOFT WATER. REDUCED PRESSURE ZONE BACKFLOW PREVENTER. REFER TO DETAIL. HIGH CAPACITY AIR VENT (TYP.) ROUTE TO GLYCOL MAKE-UP UNIT VFD HWR PRESSURE GAUGE (TYP.) SHUTOFF VALVE (TYP.) UNION (TYP.) DIRT LEG (TYP.) 6" THICK CONCRETE PAD BY OTHERS (TYP.) PRESSURE RELIEF VALVE (TYP.) ROUTE FULL SIZE TO FLOOR DRAIN FNG X B X B X AS PRESSURE REDUCING VALVE VFD X GMU BALANCING VALVE (TYP.) CHECK VALVE STRAINER (TYP.) REFER TO PUMP DETAIL (TYP.)STRAINER WITH BLOW DOWN VALVE CONTROL VALVE (TYP.) X P X P X ET TEMPERATURE SENSOR WELL FOR BOILER PLANT CONTROL X"X" X"X" X" X" BALANCE TO XX GPM X" X" X"X"X"X" X" 1 1/4" THERMOMETER (TYP.) HEATING WATER BYPASS VALVE - SIZE FOR XX GPM REFER TO FLOOR PLAN FOR LOCATION. X" X" X" DP DIFFERENTIAL PRESSURE SENSOR REFER TO FLOOR PLAN FOR LOCATION. PIPE SIZE EQUIVALENT TO EXPANSION TANK CONNECTION X" ACID NEUTRALIZING TANK ROUTE TO NEAREST FLOOR DRAIN (TYP.) INSTALL PER MANUFACTURER'S GUIDELINES. PROVIDE WITH BYPASS. REFER TO SCHEDULE FOR PIPE SIZES X F 1 1/4"1 1/4" 1 1/4" 3/4" CONDENSATE TRAP (TYP.) PIPE SIZE EQUIVALENT TO AIR SEPARATOR CONNECTION 3/4" NC NC THREADED CONNECTION FOR MANUAL FILL 1 1/4" 12" MIN. FLOW METER FM ISOLATION VALVES SHALL BE LOCATED AS PRACTICAL TO THE FILTER UNIT TO MINIMIZE FLUID LOSS WHEN FILTERS ARE CHANGED. 6" 15'-0" JUNCTION BOX 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 TUBING 12" O.C. REINFORCING R-10 HIGH DENSITY INSULATION BY OTHERS 6" CONCRETE SLAB CONCRETE SLABCONSTRUCTION JOINT 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 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 501 South Eighth Street Minneapolis, MN 55404 krausanderson.com | 612 332 7281 10/12/2023 3:40:48 PMAutodesk Docs://232010 - MN CI Cottage Grove - New Utility Building/232010 - MN CI Cottage Grove New UtilityBuilding MECH_central.rvtAs indicatedCentral: Autodesk Docs://232010 - MN CI Cottage Grove - New Utility Building/232010 - MN CI Cottage Grove NewUtility Building MECH_central.rvtCITY OF COTTAGE GROVE NEW UTILITY AND ENGINEERING BUILDING M7.30 MECHANICAL DETAILS & SCHEMATICS 12800 Ravine Parkway South Cottage Grove, MN 55016 10875 Ideal Avenue South Cottage Grove, MN 55016 NOT FOR CONSTRUCTION OWNER REVIEW SET PJ RR 10/26/2023 232010 MINNESOTA PROFESSIONAL ENGINEER NOT TO SCALEF6DUPLEX WATER HEATER PIPING SCHEMATIC NOT TO SCALEB3EMERGENCY EYEWASH/SHOWER DETAIL NOT TO SCALEB5EMERGENCY EYEWASH DETAIL NOT TO SCALEB7MECHANICAL SUPPORT REINFORCEMENT DETAIL NOT TO SCALEB1DOMESTIC CIRCULATING HOT WATER SCHEMATIC NOT TO SCALEE1COMPRESSED AIR SYSTEM PIPING SCHEMATIC NOT TO SCALEF1HEATING WATER PIPING SCHEMATIC (GLYCOL) NOT TO SCALEE4SNOW MELT SENSOR INSTALLATION DETAIL NOT TO SCALEC6SNOW MELT FLOOR SLAB DETAIL NOT TO SCALED6SNOW MELT FLOOR MANIFOLD DETAIL Revisions Description Date Num FINAL CD SET DRAFT NOT FOR CONSTRUCTION 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 M MOTORIZED OPPOSED BLADE DAMPER WHERE INDICATED ON THE DRAWINGS. ROOF CURB PROVIDED AND INSTALLED BY MECHANICAL CONTRACTOR. BLOCK TO MATCH ROOF INSULATION THICKNESS AND CANT WHERE REQUIRED. FILL SPACE BETWEEN DUCT & CURB WITH INSULATION. FASTEN SECURELY TO CURB ON ALL SIDES. FOAM RUBBER GASKET AT TOP OF CURB. CONCRETE DECK EXTERIOR INSULATION ROOFING BAR JOIST METAL DECK GRAVITY INTAKE HOOD W/ BIRDSCREEN ANGLE SUPPORT- SPAN BAR JOISTS EXTERIOR INSULATION2" DRIP PAN SOLDERED WATERTIGHT. PROVIDE 2 MIL EPOXY MASTIC. GRAVITY BACKDRAFT DAMPER ACCESS PANEL 15 DEGREE MAX. INLINE FAN REFER TO DRAWINGS FOR DUCT SIZES. ATTACHED TO STRUCTURE AS REQUIRED. VIBRATION ISOLATOR TRANSITION DUCT AS REQUIRED. SIDE OR BOTTOM ACCESS DOOR. UNIT SHALL BE LOCATED SUCH THAT ACCESS DOOR IS EASILY ACCESSIBLE. FLEXIBLE CONNECTION 1" 24" MIN.24" MIN.1¼" ROUTE TO NEAREST F.D. LOUVER W/BIRDSCREEN (SEE ARCH.) DEEP SEAL P-TRAP 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 CONN. DUCT TO SLEEVE & SEAL WATERTIGHT TURN END OF SLEEVE UP & SOLDER WATERTIGHT TO CREATE A DRIP PAN. COVER BOTTOM OF PAN & SIDES W/ BITUMASTIC HANGER RODS SUPPORT FROM STRUCTURE MIN. 3 DUCT DIA. OF STRAIGHT DUCT VAV TERMINAL UNIT - REFER TO SCHEDULE MAIN SUPPLY AIR DUCT INTEGRAL ACCESS PANEL & HEATING COIL. EXTERNAL DUCT INSULATION TRANSITION AS REQUIRED TO DUCT SIZE INDICATED ON PLANS. HINGED ACCESS FROM BELOW. REDUCE AS REQUIRED AT VAV INLET HIGH EFFICENCY TAKE- OFF AS MFGR. BY SHEET METAL CONNECTORS, INC OR EQUAL 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. 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. 12" 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 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 WIDTHSDUCT 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 SCREE N REFER TO MANUFACTURER'S GUIDELINES FOR INTAKE AND EXHAUSTSEPARARTION DISTANCE REQUIREMENTS. MAINTAIN CLEARANCE PER MANUFACTURER'S RECOMMENDATIONS. PROVIDE ROOF THIMBLE AS REQUIRED. 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 501 South Eighth Street Minneapolis, MN 55404 krausanderson.com | 612 332 7281 10/12/2023 3:40:50 PMAutodesk Docs://232010 - MN CI Cottage Grove - New Utility Building/232010 - MN CI Cottage Grove New UtilityBuilding MECH_central.rvt1/8" = 1'-0"Central: Autodesk Docs://232010 - MN CI Cottage Grove - New Utility Building/232010 - MN CI Cottage Grove NewUtility Building MECH_central.rvtCITY OF COTTAGE GROVE NEW UTILITY AND ENGINEERING BUILDING M7.40 MECHANICAL DETAILS 12800 Ravine Parkway South Cottage Grove, MN 55016 10875 Ideal Avenue South Cottage Grove, MN 55016 NOT FOR CONSTRUCTION OWNER REVIEW SET PJ RR 10/26/2023 232010 MINNESOTA PROFESSIONAL ENGINEER NOT TO SCALEB1TYPICAL P.R.V. EXHAUST FAN DETAIL NOT TO SCALEB3GRAVITY RELIEF HOOD DETAIL NOT TO SCALEB5INLINE FAN DETAIL 1/8" = 1'-0" V-08 LOUVER INSTALLATION DETAILB7 NOT TO SCALEC1TYPICAL VAV TERMINAL UNIT DETAIL NOT TO SCALEC3FLEXIBLE DUCT CONNECTION DETAIL NOT TO SCALEC5ACCESS PANEL DETAIL NOT TO SCALEC7V-13 FIRE DAMPER AT WALL DETAIL NOT TO SCALEE1GARAGE FLOOR EXHAUST DETAIL NOT TO SCALEE2TRANSFER AIR DUCT NOT TO SCALEE4DUCT WALL PENETRATION DETAIL NOT TO SCALEE6HIGH EFFICIENCY BOILER EXHAUST/INTAKE VENT DETAIL Revisions Description Date Num FINAL CD SET DRAFT NOT FOR CONSTRUCTION MANUFAC. NOTES: AIR HANDLING UNIT SCHEDULE UNIT NO. SERVES RPM UNIT TYPEMODEL NO.FAN SIZE SUPPLY FAN CO2 MAXCO2 MIN EXTERNAL S.P. COOLING COIL FILTERS REMARKS VOLTS/PH AHU 'X' AHU-1 1. INSTALL IN ACCORDANCE WITH MANUFACTURER'S WRITTEN INSTRUCTIONS. 2. SMOKE DETECTORS ARE PROVIDED BY ELECTRICAL CONTRACTOR AND INSTALLED BY ELECTRICAL CONTRACTOR. COORDINATE EXACT LOCATIONS. 3. REFER TO DETAIL SHEETS FOR COIL PIPING CONNECTIONS. 4. REFER TO SECTIONS OF UNITS ON MECHANICAL ROOM SHEETS FOR UNIT COMPONENTS. 5. ENTERING HOT WATER TEMPERATURE IS XXX° F, LEAVING TEMPERATURE IS XXX° F. UNIT IS SELECTED BASED ON XX% (ETHYLENE) (PROPYLENE) GLYCOL. 6. ENTERING CHILLED WATER TEMPERATURE IS XX° F, LEAVING TEMPERATURE IS XX° F. UNIT IS SELECTED BASED ON XX% (ETHYLENE) (PROPYLENE) GLYCOL. 7. PROVIDE ACCESS SECTION BETWEEN HEATING AND COOLING COILS. 8. SUPPLY AND RETURN/RELIEF FANS INDICATED ARE CONTROLLED BY VARIABLE FREQUENCY DRIVES PROVIDED BY THE BUILDING AUTOMATION SYSTEM CONTRACTOR. ALL VARIABLE FREQUENCY DRIVES FOR THE ENTIRE PROJECT SHALL BE BY THE SAME MANUFACTURER. 9. PROVIDE INTERTWINED CIRCUITING ON DX COIL. 10. PROVIDE UNIT WITH MINIMUM 6" BASERAIL. PROVIDE ADDITIONAL BASERAIL HEIGHT AS REQUIRED SUCH THAT THE CONDENSATE DRAIN CONNECTION IS AT LEAST X" ABOVE THE FINISHED FLOOR. REFER TO THE PLANS FOR THE CONCRETE PAD HEIGHT. REFER TO THE CONDENSATE DRAIN PIPING DETAIL. 11. REFER TO THE ENERGY RECOVERY UNIT SCHEDULE FOR THE ASSOCIATED ENERGY RECOVERY SECTION OF THE AIR HANDLING UNIT. OUTDOOR AIR COIL TYPE PIPING TYPE COIL #ENT AIR DB/WB SENS. MBH TOTAL MBH PRE TYPE FINAL TYPE SYSTEM DESIGN CFM TOTAL S.P. MERV-8 MERV-13 TOTAL CFM FAN # 1 VFDECON RPMFAN SIZE RETURN/RELIEF FAN EXTERNAL S.P.VOLTS/PHTOTAL S.P.FAN # 1 VFD LVG AIR DB/WB AHU-1: CC-1 HEATING COIL COIL TYPE PIPING TYPE COIL # ENT AIR SENS. MBH TOTAL MBH TOTAL GPM CONTROL VALVELVG AIR AHU-1: HC-1 FAN TYPE FAN TYPE BHP MOTOR HP BHP MOTOR HP SYSTEM DESIGN CFM OFFICE 12550 11200 --280/320.0 YES 5.10 2.00 1848 11200 8.08 208/37.5 YES 2.41 1.50 1959 312 43980.0/67.0 55.0/54.3 764 76420.0 83.0 80.9 DAIKIN CAH026GDGM VAV LOCATION AIR FLOW STATION SCHEDULE SERVES NO. UNIT AFS X CFM (LxH) SIZE FACE VELOCITY (FPM) REMARKSMANUF.MODEL AFS-2 AFS-1 NOTES: 1. INSTALL IN ACCORDANCE WITH MANUFACTURER'S WRITTEN INSTRUCTIONS. - COMPUTER ROOM UNIT SCHEDULE MANUFAC. - NO. CRU-1 UNIT SERVES SUPPLY FAN - UNIT TYPE NO. - MODEL CRU 'X' - CFM - VOLTSHPCFM -- S.P. - EXT PHASE TYPE -- COIL - AIR LVG COOLING COIL ROWS AIR -- COIL ENT MBHMBH - - SENS. TOTAL REMARKS - TYPE FILTER 1. INSTALL IN ACCORDANCE WITH MANUFACTURER'S WRITTEN INSTRUCTIONS. NOTES: CIRCUITSSERVESUNIT NO. MODEL NO.MFGR. VOLTSNOMINAL TONS CONDENSING UNIT SCHEDULE - AIR COOLED REFRIG.STAGES IEER REMARKS CU 'X' COMPRESSOR TYPE PHASE MCA CU-1 1. INSTALL IN ACCORDANCE WITH MANUFACTURER'S WRITTEN INSTRUCTIONS. 2. PROVIDE WITH SPRING VIBRATION ISOLATORS. 3. PROVIDE WITH HOT GAS BYPASS ON FIRST STAGE. 4. PROVIDE WITH SINGLE POINT ELECTRICAL CONNECTION AND TRANSFORMER FOR CONTROL CIRCUIT. 5. PROVIDE WITH SINGLE POINT DISCONNECT. NOTES: SCCR 10AHU-1 DAIKIN RCS045D 45 SCROLL 208 3 198.9 2 4 15.1 R-410A DESTRATIFICATION FAN SCHEDULE MANUFACTURERSERVESUNIT NO. MODEL NO. MOTOR WATTS MAX RPM VOLTS REMARKS DF 'X' PH DF-1 DF-3 DF-2 1. INSTALL IN ACCORDANCE WITH MANUFACTURER'S WRITTEN INSTRUCTIONS. 2. PROVIDE ADDITIONAL SAFETY CHAIN, ATTACH CHAIN BETWEEN UNIT AND STRUCTURE. 3. PROVIDE WITH VARIABLE SPEED CONTROLLER. REFER TO SPECIFICATIONS FOR SPEED SWITCH TYPE. NOTES: DF-4 DF-5 DF-6 DF-7 DF-8 DF-9 DF-10 DF-11 DF-12 GARAGE GARAGE GARAGE GARAGE GARAGE GARAGE GARAGE GARAGE GARAGE GARAGE GARAGE GARAGE ZOOFANS ZOOFANS ZOOFANS ZOOFANS ZOOFANS ZOOFANS ZOOFANS ZOOFANS ZOOFANS ZOOFANS ZOOFANS ZOOFANS H25 H25 H25 H25 H25 H25 H25 H25 H25 H25 H25 H25 EC EC EC EC EC EC EC EC EC EC EC EC TYPE 1640 1640 1640 1640 1640 1640 1640 1640 1640 1640 1640 1640 115 115 115 115 115 115 115 115 115 115 115 115 1 1 1 1 1 1 1 1 1 1 1 1 55 55 55 55 55 55 55 55 55 55 55 55 EXHAUST FAN AND TRANSFER FAN SCHEDULE MANUFACTURER SERVESUNIT 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' 1. 120/1 VOLT FANS SHALL BE PROVIDED WITH A FACTORY MOUNTED DISCONNECT SWITCH. 2. 120/1 VOLT FANS THAT ARE NOT PROVIDED WITH SPEED ADJUSTABLE EC MOTORS SHALL HAVE A FACTORY MOUNTED SPEED SWITCH IN MOTOR COMPARTMENT FOR BALANCING. 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. 5. PROVIDE WITH VARIABLE SPEED DRIVE. INSTALLED BY DIV 26. COORDINATE INSTALLATION LOCATION. 6. INLINE FANS SHALL BE PROVIDED HANGER TYPE VIBRATION ISOLATORS. NOTES: TF 'X' LOCATION EC MOTOR DRIVE PHASE MOTORIZED DAMPER EF-1 EF-2 EF-3 EF-4 EF-5 EF-6 EF-7 EF-8 EF-9 EF-10 EF-11 EF-12 EF-13 A102 TOILET BREAK ROOM RANGE HOOD RAH-1 A113 TOILET LOCKER ROOM TLT/SHOWER ROOMS NW GARAGE (LOW)/A128 TOILET W GARAGE (HIGH) SW GARAGE (LOW) W GARAGE (HIGH) MEZZANINE E GARAGE (HIGH) N GARAGE (LOW) SE GARAGE (LOW) E GARAGE (HIGH) 140 375 140 380 4565 3760 4425 3760 4400 3760 1770 4425 3760 EF-14 COLD STORAGE 3860 0.4 0.4 0.4 0.5 0.75 0.4 0.75 0.4 0.75 0.4 0.6 0.75 0.4 0.75 DIRECT DIRECT DIRECT DIRECT BELT BELT BELT BELT BELT BELT BELT BELT BELT BELT YES YES YES YES YES YES YES YES YES YES YES YES YES YES 1725 1725 1725 1725 1725 1725 1725 1725 1725 1725 1725 1725 1725 1725 1/8 1/8 1/8 1/8 1-1/2 1 1-1/2 1 1-1/2 1 1 1-1/2 1 1 PRV PRV PRV PRV PRV PRV PRV PRV PRV PRV PRV PRV PRV PRV 120 ACED OR70 100 ACEH 120 ACED OR70 100 ACEM 210 ACEB 225 ACEB 210 ACEB 225 ACEB 210 ACEB 225 ACEB 165 ACEB 210 ACEB 225 ACEB 195 ACEB 120/1 120/1 120/1 120/1 208/3 208/3 208/3 208/3 208/3 208/3 208/3 208/3 208/3 208/3 L K J I A H G F 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. SAME AS TYPE A EXCEPT ALL ALUMINUM CONSTRUCTION. SAME AS TYPE C EXCEPT ALL ALUMINUM CONSTRUCTION. SAME AS TYPE D EXCEPT ALL ALUMINUM CONSTRUCTION. SAME AS TYPE H EXCEPT WITHOUT OPPOSED BLADE DAMPER. HEAVY DUTY 16 GAUGE BORDER AND 14 GAUGE BLADE ALL STEEL CONSTRUCTION AT THE SIZE INDICATED ON THE DRAWINGS. PROVIDE WITH 1/2" BAR SPACING AT 36° DEFLECTION WITH BARS IN THE LONG DIMENSION. PROVIDE WITH FACTORY BAKED WHITE ENAMEL FINISH. STEEL ROUND LOUVERED FACE SUPPLY AIR DIFFUSER OF THE SIZE AS INDICATED ON THE PLANS. PROVIDE WITH REMOVABLE INNER CORE, GASKETING AROUND EDGE WHEN CEILING MOUNTED, AND WHITE ENAMEL FINISH. PROVIDE WITH SAFETY CABLES TO SECURE DIFFUSER TO THE DUCT IN GYMS OR SIMILAR AREAS WHERE DIFFUSER IS SUBJECT TO ABUSE. 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 PSS-AA BORDER TYPE 3 TITUS MODEL 350FL TITUS MODEL 350FL TITUS MODEL 350FL TITUS MODEL 33RL TITUS MODEL TMR TITUS MODEL ML-38 BORDER TYPE 9A LINEAR SUPPLY DIFFUSER (LAY-IN CEILING MOUNT) ROUND SUPPLY AIR DIFFUSER (SURFACE MOUNT) HEAVY DUTY RETURN OR TRANSFER GRILLE (SURFACE MOUNT) EXHAUST OR TRANSFER GRILLE (SURFACE MOUNT) REGISTER (SURFACE MOUNT) SUPPLY REGISTER (SURFACE MOUNT) SUPPLY AIR 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. GAS FIRED MAKE-UP AIR UNIT SCHEDULE UNIT NO. MANUFACTURERSERVES NO. MODEL STATIC EXTERNAL PRESSURE MOUNTINGTYPE CFM VOLTAGE H.P. MBH TEMP RISE OUTPUT REMARKS MAU 'X' PHASE MAU-1 1. INSTALL IN ACCORDANCE WITH MANUFACTURER'S WRITTEN INSTRUCTIONS. 2. PROVIDE GAS PRESSURE REGULATOR ON ALL 2" W.C. GAS SERVICE. 3. PROVIDE INTAKE HOOD WITH BIRDSCREEN, MOTORIZED DAMPER AND FILTER SECTION (65% EFFICIENT) NOTES: GARAGE AA6HO 21000 1.25PAD 208 3 20 100 2324ABSOLUTEAIRE INTAKE AND RELIEF HOOD SCHEDULE UNIT NO. SERVES MANUFACTURER BACKDRAFT NUMBER MODEL TYPE CFM THROAT SIZESP IN W.C. MAX. DAMPER (YES/NO) REMARKS IH 'X' RH-2 RH-1 IH-2 IH-1 RH 'X' 1. INSTALL IN ACCORDANCE WITH MANUFACTURER'S WRITTEN INSTRUCTIONS. 2. ALL INTAKE AND RELIEF HOODS ARE SHALL HAVE LOCKABLE HINGED OPENINGS. NOTES: MANUFACTURER V A V TERMINAL UNIT SCHEDULE UNIT NO. SERVES MIN CFM MODEL NO. VAV 'X' MAX CFM COOLING MIN CFMMAX CFM HEATING MAX PRESS. DROP W/COIL (IN W.G.)EWTLAT REHEAT COIL DATAINLET SIZE EAT MBH GPM P.D. (FT)LWT CONTROL VALVE REMARKS 1. INSTALL IN ACCORDANCE WITH MANUFACTURER'S WRITTEN INSTRUCTIONS. 2. ALL COILS SELECTED AT 160 °F ENTERING WATER TEMPERATURE AND 120 °F LEAVING WATER TEMPERATURE. 3. ALL COILS SHALL HAVE TYPE B COIL CONNECTIONS. 4. HEATING COIL CAPACITIES ARE SELECTED AT THE MAXIMUM CFM. 5. PROVIDE FOR MULTIPLE ROW COILS AS REQUIRED TO MEET COIL DATA. UPSIZE BOX SIZE IF REQUIRED TO NOT EXCEED THE MAXIMUM PRESSURE DROP AS SCHEDULED. 6. COIL CONNECTIONS AND CONTROL BOX FOR EACH VAV TERMINAL SHALL BE PROVIDED IN LOCATION INDICATED ON THE HVAC FLOOR PLAN DRAWINGS. 7. PROVIDE EQUIVALENT OVAL SIZE CONNECTIONS TO ACCOMMODATE SPECIFIC MANUFACTURERS BOX SIZES. 8. COILS ARE SIZED WITH 30% ETHYLENE GLYCOL. 9. UNIT IS EXISTING. REBALANCE WATER AND AIR FLOW RATES TO THE SCHEDULED VALUES. NOTES: 1-1 1-2 1-3 1-4 1-5 1-6 1-7 1-8 1-9 1-10 1-11 1-12 1-13 1-14 1-15 TITUS DESV TITUS DESV TITUS DESV TITUS DESV TITUS DESV TITUS DESV TITUS DESV TITUS DESV TITUS DESV TITUS DESV TITUS DESV TITUS DESV TITUS DESV TITUS DESV TITUS DESV xxxx 1-16 1-17 xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 xx" 55 55 55 55 55 55 55 55 55 55 55 55 55 55 55 xxxx xxxx xxxx xxxx 5.0 MAX 2-WAY 1,2,3,4,5,6,7,8xxxx xxxx160 5.0 MAX 5.0 MAX 5.0 MAX 5.0 MAX 5.0 MAX 2-WAY 2-WAY 2-WAY 2-WAY 2-WAY 2-WAY 2-WAY 2-WAY 2-WAY 2-WAY 2-WAY 2-WAY 2-WAY 2-WAY 1,2,3,4,5,6,7,8 1,2,3,4,5,6,7,8 1,2,3,4,5,6,7,8 1,2,3,4,5,6,7,8 1,2,3,4,5,6,7,8 1,2,3,4,5,6,7,8 1,2,3,4,5,6,7,8 1,2,3,4,5,6,7,8 1,2,3,4,5,6,7,8 0.45TITUS DESV xxxx xxxx xxxx 55 5.0 MAX 2-WAY 1,2,3,4,5,6,7,8 TITUS DESV 0.45 55 2-WAY 1,2,3,4,5,6,7,8 5.0 MAX 5.0 MAX 5.0 MAX 5.0 MAX 5.0 MAX 5.0 MAX 5.0 MAX 5.0 MAX 5.0 MAX 5.0 MAX xxxx xxxx xx" xx" xx" xx" xxxx xxxx xxxx160 xxxx xxxx xxxx160 xxxx xxxx xxxx160 xxxx xxxx xxxx160 xxxx xxxx xxxx xxxx xxxx 1,2,3,4,5,6,7,8 1,2,3,4,5,6,7,8 1,2,3,4,5,6,7,8 1,2,3,4,5,6,7,8 1,2,3,4,5,6,7,8 xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx xx" xxxx xxxx xxxx xxxx xxxx xxxx160 xxxx xxxx xxxx xxxx xxxx xx" xx" xx" xx" xxxx xxxx xxxx160 xxxx xxxx xxxx160 xxxx xxxx xxxx160 xxxx xxxx xxxx160 xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx xx" xxxx xxxx xxxx xxxx xxxx xxxx160 xxxx xxxx xxxx xxxx xxxx xx" xx" xx" xx" xxxx xxxx xxxx160 xxxx xxxx xxxx160 xxxx xxxx xxxx160 xxxx xxxx xxxx160 xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx xx" xxxx xxxx xxxx xxxx xxxx160 xx" xxxx xxxx xxxx160 xxxx xxxxxxxx RANGE HOOD SCHEDULE UNIT NO. SERVES MANUFACTURER NUMBER MODEL TYPE CFM THROAT SIZEDIMENSIONS REMARKS RAH 'X' RAH-1 1. INSTALL IN ACCORDANCE WITH MANUFACTURER'S WRITTEN INSTRUCTIONS. 2. ORDER RANGE HOOD WITHOUT FAN. 3. REFER TO SPECIFICATION FOR HOOD OPTIONS. NOTES: -BROAN 375BCDF130SS UNDERCABINET VOLTS 3 1/4" X 10" 120 1, 2, 330" x 19 5/8" X 6" AC "X" COMPRESSOR TYPE AIR COMPRESSOR SCHEDULE SERVESUNIT NO. PSIG OFF ACFM PSIG ON VOLTSTANK SIZE (GALLONS) H.P. REMARKSSERVES MANUFACTURER MODEL PHASE AC-1 1. INSTALL IN ACCORDANCE WITH MANUFACTURER'S WRITTEN INSTRUCTIONS. 2. INCLUDE COMPRESSOR MOUNTED AFTER COOLER, CAPABLE OF REDUCING COMPRESSED AIR TEMP TO 25°F ABOVE AMBIENT. 3. INCLUDE UNIT MOUNTED STARTER. PANEL SHALL INCLUDE FULL VOLTAGE STARTER AND ON/OFF SWITCH. NOTES: 208 3 7.580 RADIANT SNOW MELT SCHEDULE TUBE TYPEUNIT NO. TUBE SPACING LOOP LENGTH # OF LOOPS REMARKS SM 'X' LOAD PER SF SM-1 1. INSTALL IN ACCORDANCE WITH MANUFACTURER'S WRITTEN INSTRUCTIONS. 2. SELECTED WITH 50% PROPYLENE GLYCOL. 3. PROVIDE ALL SLAB PIPING, MANIFOLDS, SENSORS, AND CONTROLS. 4. PROVIDE ONLY UNDER ALTERNATE #1. NOTES: TEMP DROP GPM HEAD LOSS SERVES ZONE 1 1,2,3,4hePEX 5/8"6"228' 8 184 30° 11.5 15.5 TOTAL RADIANT LOAD (BTU/HR) 153,007 GROSS AREA 830 REQUIRED WATER TEMP 133 MANUFACTURER UPONOR LOCATION PRESSURE WASHER SCHEDULE SERVES NO. UNIT GPM PSI GAS INPUT (MBH) REMARKSMANUF. MODEL NOTES: 1. INSTALL IN ACCORDANCE WITH MANUFACTURER'S WRITTEN INSTRUCTIONS. 1 GARAGE - -B135 WASH BAY -- -1 HP - VOLT/PHASE 208/3 AMPS 30 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 501 South Eighth Street Minneapolis, MN 55404 krausanderson.com | 612 332 7281 10/12/2023 3:40:53 PMAutodesk Docs://232010 - MN CI Cottage Grove - New Utility Building/232010 - MN CI Cottage Grove New UtilityBuilding MECH_central.rvt1/8" = 1'-0"Central: Autodesk Docs://232010 - MN CI Cottage Grove - New Utility Building/232010 - MN CI Cottage Grove NewUtility Building MECH_central.rvtCITY OF COTTAGE GROVE NEW UTILITY AND ENGINEERING BUILDING M7.50 SCHEDULES 12800 Ravine Parkway South Cottage Grove, MN 55016 10875 Ideal Avenue South Cottage Grove, MN 55016 NOT FOR CONSTRUCTION OWNER REVIEW SET PJ RR 10/26/2023 232010 MINNESOTA PROFESSIONAL ENGINEER Revisions Description Date Num FINAL CD SET DRAFT NOT FOR CONSTRUCTION AIR SEPARATOR SCHEDULE UNIT NO. SERVES MANUFACTURER MODEL NUMBER GPM MAX. REMARKSINLET/OUTLET SIZE BLOWDOWN SIZE AS 'X' NOTES: AS-1 BOILER 1. INSTALL IN ACCORDANCE WITH MANUFACTURER'S WRITTEN INSTRUCTIONS. 2. PROVIDE AUTOMATIC AIR VENT PIPED TO NEAREST FLOOR DRAIN. BOILER SCHEDULE MANUFACTURER NO. UNIT NOMINAL HPNUMBER MODEL TYPE GROSS OUTPUT MBHMBH/GPH FIRING RATE MOTOR HP BLOWER VOLTS MOTOR HP OIL PUMP REMARKS B 'X' FUEL PHASE B-2 B-1 1. INSTALL IN ACCORDANCE WITH MANUFACTURER'S WRITTEN INSTRUCTIONS. NOTES: LOCHINVAR LOCHINVAR FTX500 FTX500 - - CONDENSING CONDENSING FNG FNG 500 500 489 489 120 120 1 1 SIZE CONVECTOR SCHEDULE SERVESUNIT NO. MANUFACTURER TYPE NO. MODEL GPM LxHxD WATER ENT.LVG. WATER MBH REMARKS CV 'X' CV-3 CV-6 CV-5 CV-4 CV-2 CV-1 1. INSTALL IN ACCORDANCE WITH MANUFACTURER'S WRITTEN INSTRUCTIONS. NOTES: A119 TLT A122 SHOWER A121 TLT A120 TLT A113 TLT A102 TLT ZEHNDER ZEHNDER ZEHNDER ZEHNDER ZEHNDER ZEHNDER CV-3 CV-6 CV-5 CV-4 CV-2 CV-1 HW HW HW HW HW HW 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-2 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 BOILERS WATER HEATERS PLT-35 MANUFACTURER SIDE STREAM FILTER SCHEDULE NO. UNIT SERVES F 'X' REMARKS F- 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 0-60 160 2" (GPM) FLOW RATE (GPM) SIZE PRESSURE DROP MAXIMUM 0.75 (PSI) 1, 2, 3 FILTER TYPE BAG MANUFACTURER FIN TUBE RADIATION SCHEDULE - HOT WATER UNIT NO. SIZECONSTRUCTION TUBE/FINMODEL NUMBER TUBE SIZE FIN ENCLOSUREFINS FOOT PER HEIGHT TYPE ENCLOSURE LWTEWT EAT ROWS REMARKSBTU/FT 3/4" 3/4" 3/4" 3/4" BARE FINDUNHAM-BUSHTYPE 'D' TYPE 'C' TYPE 'B' TYPE 'A' ATLBDUNHAM-BUSH DUNHAM-BUSH S DUNHAM-BUSH S CUSTOMCOPPER/ALUMINUM COPPER/ALUMINUM COPPER/ALUMINUM COPPER/ALUMINUM FLAT TOP SLOPE-TOP SLOPE-TOP 1 PEDESTAL MOUNTED1 1 1 1. INSTALL IN ACCORDANCE WITH MANUFACTURER'S WRITTEN INSTRUCTIONS. 2. PROVIDE TAMPER RESISTANT ACCESS DOORS FOR AIR VENTS AND DRAIN VALVES. NOTES: IR XINFRARED RADIANT HEATER SCHEDULE SERVESNO. UNIT MANUFACTURER NO. MODEL VOLTS MBH INPUT HP REMARKSPHASE IR-3 IR-2 IR-1 1. INSTALL IN ACCORDANCE WITH MANUFACTURER'S WRITTEN INSTRUCTIONS. 2. PROVIDE WITH HONEYWELL LOW VOLTAGE THERMOSTAT AND CONTROL TRANSFORMER. FIELD VERIFY INSTALLATION LOCATION AND VERIFY WITH OWNER. 3. PROVIDE SHEILDING AT ALL LOCATIONS OF POWER CORDS, GARAGE DOORS AND ALL COMBUSTIBLE ELEMENTS. NOTES: IR-4 IR-5 IR-6 IR-7 IR-8 IR-9 IR-10 IR-11 IR-12 VP-1 VP-2 GARAGE GARAGE GARAGE GARAGE GARAGE GARAGE GARAGE GARAGE GARAGE GARAGE GARAGE GARAGE GARAGE GARAGE ROBERTS GORDON LLC ROBERTS GORDON LLC ROBERTS GORDON LLC ROBERTS GORDON LLC ROBERTS GORDON LLC ROBERTS GORDON LLC ROBERTS GORDON LLC ROBERTS GORDON LLC ROBERTS GORDON LLC ROBERTS GORDON LLC ROBERTS GORDON LLC ROBERTS GORDON LLC ROBERTS GORDON LLC ROBERTS GORDON LLC CRV B-10 CRV B-10 CRV B-10 CRV B-10 CRV B-10 CRV B-10 CRV B-10 CRV B-10 CRV B-10 CRV B-10 CRV B-10 CRV B-10 EP 203 EP 203 FUNCTION BURNER MODULATING MODULATING MODULATING MODULATING MODULATING MODULATING MODULATING MODULATING MODULATING MODULATING MODULATING MODULATING - - MAX. MIN. 100 100 100 100 100 100 100 100 100 100 100 100 - - 60 60 60 60 60 60 60 60 60 60 60 60 - - AMPS 120 120 120 120 120 120 120 120 120 120 120 120 208 208 1 1 1 1 1 1 1 1 1 1 1 1 3 3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 2.4 2.4 - - - - - - - - - - - - 3/4 3/4 P-11H P-11 P-6H P-8 P-9 P-10 EMERGENCY EYEWASH / SHOWER SHOWER (ADA) SHOWER - - - EMERGENCY EYEWASH SINGLE SINK (ADA) SERVICE SINK - 3" 2" - - 1/2" 1/2" -1" 1/2" 1/2" 1" - 1 1/2" 1/2" 3/4" 1 1/2" 1/2" 1/2" 3/4" 1/2" ADA COMPLIANT - - - - - ADA COMPLIANT COUNTER MOUNTED WALL MOUNTED - - WALL MOUNTED PLUMBING FIXTURE SCHEDULE 4"P-1 WATER CLOSET P-3Ha P-4 P-5a P-2 WATER COOLER 1 1/2" LAVATORY (ADA) MOP BASIN URINAL 2" 3" 2" FIX. NO.FIXTURE TYPE RECESS MOUNTED, DUAL HEIGHT 2"1 1/4" 1 1/2" 1/2"- 1 1/2" 1 1/2" 1 1/2" 1/2" 3/4" 3/4" 1/2" 3/4" - - ADA COMPLIANT WALL MOUNTED - - - - - VENT - - REMARKS - - - - 3" 1 1/2" 3" 1 1/2" 1 1/2" 2" 2" MINIMUM TRAP SIZE WASTE CW HW P-5b WATER COOLER 1 1/2" SURFACE MOUNTED 1 1/2" 1/2"- - 1 1/2" P-3Hb LAVATORY (ADA)2"1 1/2" 1/2" 1/2" ADA COMPLIANT COUNTER MOUNTED 1 1/2" 4"P-1H WATER CLOSET (ADA)2"1 1/4" - -ADA COMPLIANT3" P-2H URINAL (ADA)2"1 1/2" 3/4"- ADA COMPLIANT - 2" P-7H 2-COMP SINK (ADA)2"1 1/2" 1/2" 1/2" ADA COMPLIANT COUNTER MOUNTED 1 1/2" X 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 UH-3 UH-2 UH-1 CUH 'X' 1. INSTALL IN ACCORDANCE WITH MANUFACTURER'S WRITTEN INSTRUCTIONS. 2. UNITS ARE SELECTED WITH 180 DEGREE ENTERING WATER AND 140 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. NOTES: CUH-1 A100 VEST B134 GARAGE A132 WATER SERVICE B134 GARAGE HW HW HW HW 120 120 120 120 1/10 1/10 1/10 1/10 1 1 1 1 UH-4 MEZZANINE 1/10 120 1 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-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. NOTES: VFD SERVES BOILERS BOILERS MECH ROOM MECH ROOM E-1510 E-1510 B&G B&G 5 5 1.25BC 1.25BC BASE BASE YES YES DOMESTIC MECH ROOM 1/3 120 1 208 208 3 3 NO SNOW MELT MECH ROOM 1/2 208 3 NO DOMESTIC WATER HEATER SCHEDULE SERVESUNIT NO. OR ELEC) TYPE (GASMODEL NUMBER MANUFACTURER STORAGE CAP. (GALLONS)INPUT MBH @ 100° 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. 4. PROVIDE WITH INLET AND OUTLET MANIFOLD KIT FOR MULTIPLE HEATER INSTALLATION. NOTES: WH-1 DOMESTIC DOMESTIC BTH-199 BTH-199 GAS GAS 140 140 120 120 1 1 5 5 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 6 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. 4. PROVIDE THE SYSTEM WITH BRINE RECLAMATION. NOTES: 10 LBS SALT PER CU. FT GLYCOL MAKE-UP UNIT SCHEDULE MANUFACTURERSERVESUNIT NO. MODEL NO. CAPACITY GAL PUMPFLOW GPM PRESSURE PSI REMARKS GMU 'X' PH GMU-1 1. INSTALL IN ACCORDANCE WITH MANUFACTURER'S WRITTEN INSTRUCTIONS. 2. PROVIDE SWITCH FOR MANUAL OPERATION. 3. FILL UNIT WITH 35% PROPYLENE GLYCOL. NOTES: BOILERS - - - - -120 1 1, 2, 3 VOLTSHP - FLAMMABLE WASTE INTERCEPTOR SCHEDULE UNIT NO. SERVES MANUFACTURER NUMBER MODEL INLET/OUTLET SIZE VAPOR VENT SIZE OIL CAPACITY REMARKS FWI 'X' FWI-1 1. INSTALL IN ACCORDANCE WITH MANUFACTURER'S WRITTEN INSTRUCTIONS AND MINNESOTA PLUMBING CODE. 2. PROVIDE CUSTOM TELESCOPING ACCESS RISER AS REQUIRED TO ACCOMODATE INVERT ELEVATION. NOTES: LIQUID CAPACITY SAND CAPACITY GARAGE STRIEM FLI-X 4" 3"- GAL - GAL - GAL 1, 2 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 501 South Eighth Street Minneapolis, MN 55404 krausanderson.com | 612 332 7281 10/12/2023 3:40:55 PMAutodesk Docs://232010 - MN CI Cottage Grove - New Utility Building/232010 - MN CI Cottage Grove New UtilityBuilding MECH_central.rvt1/8" = 1'-0"Central: Autodesk Docs://232010 - MN CI Cottage Grove - New Utility Building/232010 - MN CI Cottage Grove NewUtility Building MECH_central.rvtCITY OF COTTAGE GROVE NEW UTILITY AND ENGINEERING BUILDING M7.60 SCHEDULES 12800 Ravine Parkway South Cottage Grove, MN 55016 10875 Ideal Avenue South Cottage Grove, MN 55016 NOT FOR CONSTRUCTION OWNER REVIEW SET PJ RR 10/26/2023 232010 MINNESOTA PROFESSIONAL ENGINEER Revisions Description Date Num FINAL CD SET DRAFT NOT FOR CONSTRUCTION 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 5.2.23 # # 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 10/5/2023 3:28:45 PMAutodesk Docs://232010 - MN CI Cottage Grove - New Utility Building/232010 New Utility Building Elec.rvtAs indicatedCentral: Autodesk Docs://232010 - MN CI Cottage Grove - New Utility Building/232010 New Utility Building Elec.rvtCITY OF COTTAGE GROVE NEW UTILITY & ENGINEERING BUILDING E0.00 ELECTRICAL SYMBOLS AND ABBREVIATIONS 12800 RAVINE PKWY COTTAGE GROVE, MN 55016 XXXX IDEAL AVENUE COTTAGE GROVE, MN 55016 S MCNAMARA D PETERSON Issue Date 232010 MINNESOTA Issue Date BRADLEY R. JOHANNSEN 43936 PROFESSIONAL ENGINEER E0.00 ELECTRICAL SYMBOLS AND ABBREVIATIONS E0.02 ELECTRICAL SITE PLAN E1.11a MAIN LEVEL LIGHTING PLAN - AREA 'A' E1.11b MAIN LEVEL LIGHTING PLAN - AREA 'B' E1.21a UPPER LEVEL LIGHTING PLAN - AREA 'A' E1.21b UPPER LEVEL LIGHTING PLAN - AREA 'B' E2.11a MAIN LEVEL POWER PLAN - AREA 'A' E2.11b MAIN LEVEL POWER PLAN - AREA 'B' E2.21a UPPER LEVEL POWER PLAN - AREA 'A' E2.21b UPPER LEVEL POWER PLAN - AREA 'B' E3.11a MAIN LEVEL SYSTEMS PLAN - AREA 'A' E3.11b MAIN LEVEL SYSTEMS PLAN - AREA 'B' E3.21a UPPER LEVEL SYSTEMS PLAN - AREA 'A' E3.21b UPPER LEVEL SYSTEMS PLAN - AREA 'B' E4.10 ROOF PLAN - ELECTRICAL E5.00 RISER DIAGRAM E6.10 LUMINAIRE SCHEDULE E6.20 MOTOR SCHEDULE E7.00 ELECTRICAL DETAILS E7.10 ELECTRICAL DETAILS - SYSTEMS E7.11 ELECTRICAL DETAILS - SYSTEMS Revisions Description Date Num FINAL CD SET DRAFT NOT FOR CONSTRUCTION GENERAL SHEET NOTES KEYED SHEET NOTES A. ALL LIGHTING AND POWER CONDUCTORS SHALL BE INSTALLED BETWEEN 24" (MINIMUM) AND 36" (MAXIMUM) BELOW FINISHED GRADE. B. ALL COMMUNICATIONS CONDUIT AND CABLES SHALL BE INSTALLED 36" (MINIMUM) BELOW FINISHED GRADE. C. ALL CONDUCTORS FOR EXTERIOR LIGHTING AND POWER CIRCUITS SHALL BE #10 AWG MINIMUM. D. PROVIDE PVC-40 IN GREEN SPACES AND PVC-80 UNDER HARD SURFACES. E. PROVIDE PULL WIRE IN ALL EMPTY CONDUITS. F. PROVIDE DETECTABLE UNDERGROUND TAPE ABOVE EACH UNDERGROUND CONDUIT. G. SET BACK CENTER OF POLE BASES 6 FEET FROM FACE OF CURB OR SIDEWALK. H. SEE LIGHTING PLANS FOR EXACT LOCATIONS OF BUILDING MOUNTED LIGHTING. I. HANDHOLES AND PULLBOXES MAY NOT BE INDICATED ON PLANS. PROVIDE AS REQUIRED FOR INSTALLATION. 1. NOTES. T 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 10/5/2023 3:28:47 PMAutodesk Docs://232010 - MN CI Cottage Grove - New Utility Building/232010 New Utility Building Elec.rvtAs indicatedCentral: Autodesk Docs://232010 - MN CI Cottage Grove - New Utility Building/232010 New Utility Building Elec.rvtCITY OF COTTAGE GROVE NEW UTILITY & ENGINEERING BUILDING E0.02 ELECTRICAL SITE PLAN 12800 RAVINE PKWY COTTAGE GROVE, MN 55016 XXXX IDEAL AVENUE COTTAGE GROVE, MN 55016 S MCNAMARA D PETERSON Issue Date 232010 MINNESOTA Issue Date BRADLEY R. JOHANNSEN 43936 PROFESSIONAL ENGINEER Revisions Description Date Num 1" = 30'-0" SITE PLAN - ELECTRICALF1 FINAL CD SET DRAFT NOT FOR CONSTRUCTION GENERAL SHEET NOTES KEYED SHEET NOTES D D D D D D DDDL OS L OS L OS L OS L OS L OS L OS L OS L OS L OS L OS L OS L OS L OS L OS L OS L OS L OS L OS L OS L OS L OS L OS L OS L OS L OS L OS L OS L OS L OS 3 3 3 3OSL OS OS 33A. 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. EXIT SIGNS WITH EMERGENCY LIGHTING. A B C D E 1 3 4 5 2 6 1.1 D.1C.1 1.4 D.4 D.6B.5 C.5 WATER SERVICE A132 STREET LIGHT STORAGE A131 WATER METER ROOM A130 STORAGE A126 MECH/ELEC A125 ELECTRICAL ROOM A127 TOILET ROOM A128 JC / MAINT. A124 ADA TOILET A121 ADA SHOWER ROOM A117 PERSONAL STORAGE A116 CIRC. A115 QUIET ROOM A114 CIRC. A112 CONF. RM. A111 STAFF ROOM A110 WORK ROOM A109 OFFICE A106 OFFICE A105 SMALL CONFERENCE ROOM A104 OPEN OFFICE A103 TOILET ROOM A102 LOBBY A101VEST. A100 VEHICLE GARAGE A134 JC. A123 OFFICE A108 OFFICE A107 A A A A A A A A A A A A A A AA G AAAA A A A AAAA A A A A BA B B A A A A AAAA A A A A A A A A A AAA A A CHANGING ROOM A119 SHOWER ROOM A118 D D D D D D D D D DDDDD D1 D1 D1D1 D1 D1 D1D1 D1 D1 D1 D1 D1 D1 D1D1 D1 D1 D1D1 C C C C C C C C C C C C C C C C G G G G G G G G G G G G G G G G G G G G GG G G GG G G GG TOILET ROOM A113 WASH ROOM A136 C E1 E1 E1 E1 EM EM EM a a a a a aaaaa b b b b b bbbbb D2 D2 D2 C C G L-2/15 L-2/15 L-2/15 L-2/17 L-2/17 L-2/17L-2/17 L-2/17 L-2/17 L-2/17 L-2/17 L-2/17 L-2/17 L-2/17 L-2/17 L-2/17 L-2/17 L-2/17 L-2/17 L-2/17 L-2/17 L-2/17 L-2/17 L-2/16 L-2/16 L-2/16 L-2/16 L-2/16 L-2/16 L-2/16 L-2/16 L-2/16 L-2/16L-2/16 L-2/16 L-2/16L-2/16 L-2/16 L-2/16 L-2/16 L-2/16 L-2/15 L-2/15 L-2/15 L-2/16 L-2/14 L-2/14 L-2/14 L-2/14 L-2/14 L-2/14 L-2/14 L-2/14 L-2/16 L-2/15 L-2/14 L-2/14 L-2/14 L-2/14 L-2/14 L-2/14 L-2/14 L-2/14 L-2/14 L-2/14 L-2/14 L-2/14 L-2/14 L-2/14 L-2/14 L-2/14 L-2/18 L-2/18 L-2/18 L-2/18 L-2/18 L-2/18 L-2/18 L-2/18 L-2/18 L-2/18 L-2/18 L-2/18 L-2/18 L-2/18 L-2/18 L-2/18 L-2/18 L-2/18 L-2/18 L-2/18 L-2/18 L-2/18 L-2/18 L-2/18 L-2/18 L-2/18 L-2/18 L-2/18 L-2/18 L-2/18 L-2/18 L-2/18 L-2/18 L-2/16 L-2/15 DISTRIBUTION L-1 L-2 SITE A A A A L-2/17 L-2/17 L-2/17 L-2/17 B L-2/17 B L-2/17 EM EM EM EM E1 E1 E1 E1 E1 E1 E1 E1 E1 E1 111 1 1 1 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 10/5/2023 3:28:50 PMAutodesk Docs://232010 - MN CI Cottage Grove - New Utility Building/232010 New Utility Building Elec.rvt1/8" = 1'-0"Central: Autodesk Docs://232010 - MN CI Cottage Grove - New Utility Building/232010 New Utility Building Elec.rvtCITY OF COTTAGE GROVE NEW UTILITY & ENGINEERING BUILDING E1.11a MAIN LEVEL LIGHTING PLAN - AREA 'A' 12800 RAVINE PKWY COTTAGE GROVE, MN 55016 XXXX IDEAL AVENUE COTTAGE GROVE, MN 55016 S MCNAMARA D PETERSON Issue Date 232010 MINNESOTA Issue Date BRADLEY R. JOHANNSEN 43936 PROFESSIONAL ENGINEER Revisions Description Date Num 1/8" = 1'-0" ML - Lighting - Dependent 1E1 FINAL CD SET DRAFT NOT FOR CONSTRUCTION GENERAL SHEET NOTES KEYED SHEET NOTES33 3 3 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. EXIT SIGNS WITH EMERGENCY LIGHTING. E F H 1 3 4 5 2 6 H.5G VEHICLE GARAGE B134 COLD STORAGE B133 E1 E1 E1 EM EM E1 EM EM 1 1 1 1 1 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 10/5/2023 3:28:51 PMAutodesk Docs://232010 - MN CI Cottage Grove - New Utility Building/232010 New Utility Building Elec.rvt1/8" = 1'-0"Central: Autodesk Docs://232010 - MN CI Cottage Grove - New Utility Building/232010 New Utility Building Elec.rvtCITY OF COTTAGE GROVE NEW UTILITY & ENGINEERING BUILDING E1.11b MAIN LEVEL LIGHTING PLAN - AREA 'B' 12800 RAVINE PKWY COTTAGE GROVE, MN 55016 XXXX IDEAL AVENUE COTTAGE GROVE, MN 55016 S MCNAMARA D PETERSON Issue Date 232010 MINNESOTA Issue Date BRADLEY R. JOHANNSEN 43936 PROFESSIONAL ENGINEER Revisions Description Date Num 1/8" = 1'-0" ML - Lighting - Dependent 2E2 FINAL CD SET DRAFT NOT FOR CONSTRUCTION GENERAL SHEET NOTES KEYED SHEET NOTES L OS L OS L OS L OS L OS L OS L OS 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. EXIT SIGNS WITH EMERGENCY LIGHTING. A B C D E 1 3 4 5 2 6 1.1 D.1C.1 1.4 D.4 D.6B.5 C.5 MECHANICAL ROOM A175 DATA ROOM A176 MEZZANINE STORAGE A177 G G G GG G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G L-2/19 L-2/19 L-2/19 L-2/19 L-2/19 L-2/19 L-2/19 L-2/19 L-2/19 L-2/19L-2/19 L-2/19L-2/19 L-2/19L-2/19 L-2/19L-2/19 L-2/19L-2/19 L-2/19L-2/19 L-2/19L-2/19 L-2/19 L-2/19L-2/19 L-2/19 L-2/19L-2/19 L-2/19 L-2/19L-2/19 L-2/19 L-2/19L-2/19 L-2/21L-2/21L-2/21 L-2/21 L-2/21 L-2/21L-2/21L-2/21 L-2/21 EM EM E1 E1 1 1 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 10/5/2023 3:28:52 PMAutodesk Docs://232010 - MN CI Cottage Grove - New Utility Building/232010 New Utility Building Elec.rvt1/8" = 1'-0"Central: Autodesk Docs://232010 - MN CI Cottage Grove - New Utility Building/232010 New Utility Building Elec.rvtCITY OF COTTAGE GROVE NEW UTILITY & ENGINEERING BUILDING E1.21a UPPER LEVEL LIGHTING PLAN - AREA 'A' 12800 RAVINE PKWY COTTAGE GROVE, MN 55016 XXXX IDEAL AVENUE COTTAGE GROVE, MN 55016 S MCNAMARA D PETERSON Issue Date 232010 MINNESOTA Issue Date BRADLEY R. JOHANNSEN 43936 PROFESSIONAL ENGINEER Revisions Description Date Num 1/8" = 1'-0" UL - Lighting - Dependent 1E1 FINAL CD SET DRAFT NOT FOR CONSTRUCTION GENERAL SHEET NOTES KEYED SHEET NOTES L OS L OS L OS L OS L OS 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. EXIT SIGNS WITH EMERGENCY LIGHTING. E F H 1 3 4 5 2 6 H.5G G G G G G G GG G G G G G G G G G G G G G G G G G G G G L-2/23 L-2/23 L-2/23 L-2/23 L-2/23 L-2/23 L-2/23 L-2/23 L-2/23 L-2/23 L-2/23 L-2/23 L-2/23 L-2/23 L-2/23 L-2/23 L-2/23 L-2/23 L-2/23 L-2/23 L-2/23 L-2/23 L-2/23 L-2/23 L-2/23 L-2/23 L-2/23 L-2/23 EM 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 10/5/2023 3:28:53 PMAutodesk Docs://232010 - MN CI Cottage Grove - New Utility Building/232010 New Utility Building Elec.rvt1/8" = 1'-0"Central: Autodesk Docs://232010 - MN CI Cottage Grove - New Utility Building/232010 New Utility Building Elec.rvtCITY OF COTTAGE GROVE NEW UTILITY & ENGINEERING BUILDING E1.21b UPPER LEVEL LIGHTING PLAN - AREA 'B' 12800 RAVINE PKWY COTTAGE GROVE, MN 55016 XXXX IDEAL AVENUE COTTAGE GROVE, MN 55016 S MCNAMARA D PETERSON Issue Date 232010 MINNESOTA Issue Date BRADLEY R. JOHANNSEN 43936 PROFESSIONAL ENGINEER Revisions Description Date Num 1/8" = 1'-0" UL - Lighting - Dependent 2E1 FINAL CD SET DRAFT NOT FOR CONSTRUCTION GENERAL SHEET NOTES KEYED SHEET NOTES DW WD60"60"60"ABABABAB AB EWC AB ABABABABABABABABAB AB AB AB 60"60"J FB1 J FB1 J FB1 J FB1 AB 46"46"J FB2 J FB2 J FB2 J FB2 J FB2 J FB2 ABAB J FB1 AB 24" AB EWC 46" 46" 46" 46"46" 46" 46"46" 46"46"AB AB ABAB AB 46" 46" J J J J J J J J J J 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 HOSPITAL GRADE. M. ALL RECEPTACLES TO BE TAMPER RESISTANT. N. SEE BRANCH CIRCUIT CONDUCTOR SIZING SCHEDULE ON SHEET E0.00 O. SEE FLOORBOX AND POKE-THRU SCHEDULE ON SHEET E6.20. P. SEE MOTOR AND EQUIPMENT SCHEDULE ON SHEET E6.40. Q. REFER TO MECHANICAL SHEETS FOR EXACT MOTOR LOCATIONS. 1. REFER TO VIEW D4 ON SHEET E7.10 FOR DATA ROOM DETAILS. 2. PROVIDE HUBBELL 45' INDUSTRIAL CORD REEL WITH 20A FFCI MODULE, WALL MOUNTED, PART NUMBER BRY45123GF20. 3. PROVIDE HUBBELL 45' INDUSTRIAL CORD REEL WITH 20A FFCI MODULE, CEILING MOUNTED, PART NUMBER BRY45123GF20. A B C D E 1 3 4 5 2 6 1.1 D.1C.1 1.4 D.4 D.6B.5 C.5 WATER SERVICE A132 STREET LIGHT STORAGE A131 WATER METER ROOM A130 STORAGE A126 MECH/ELEC A125 ELECTRICAL ROOM A127 JC / MAINT. A124 ADA TOILET A121 ADA SHOWER ROOM A117 PERSONAL STORAGE A116 CIRC. A115 QUIET ROOM A114 CIRC. A112 STAFF ROOM A110 JC. A123 WORK ROOM A109 OFFICE A106OFFICE A105 SMALL CONFERENCE ROOM A104 OPEN OFFICE A103 TOILET ROOM A102 LOBBY A101 VEST. A100 CONF. RM. A111 CHANGING ROOM A119 SHOWER ROOM A118 TOILET ROOM A128 WASH ROOM A136 TOILET ROOM A113 OFFICE A108 OFFICE A107 VEHICLE GARAGE A134 L-1 L-2 L-1/2 L-1/4 L-1/4 L-1/4 L-1/4L-1/4 L-1/2 L-1/2 L-1/1 L-1/1 L-1/1 L-1/5 L-1/5 L-1/1 L-1/1 L-1/5 L-1/5 L-1/5 L-1/5 L-1/3 L-1/3 L-1/5 L-1/5 L-1/3 L-1/3 L-1/3 L-1/3 L-1/35 L-1/35 L-1/35 L-1/35 L-1/32 L-1/34 L-1/34 L-1/32 L-1/34 L-1/36 L-1/32 L-1/32 L-1/33 L-1/33 L-1/33 L-1/22 L-1/20 L-1/24L-1/25L-1/23L-1/21L-1/19 L-1/27 L-1/27 L-1/27 L-1/29 L-1/26 L-1/28 L-1/30 L-1/31 L-1/8 L-1/8 L-1/8 L-1/8 L-1/14 L-1/16 L-1/33 L-1/18 L-1/18 L-1/18 L-1/18 L-1/18 L-1/18 L-1/17 L-1/17 L-1/17 L-1/15 L-1/15 L-1/15L-1/13L-1/13 L-1/13 L-1/12 L-1/12 L-1/12 L-1/10 L-1/10 L-1/10 L-1/10 L-1/10 L-1/10 L-1/7 L-1/7 L-1/6 L-1/7 L-1/6L-1/6 L-1/9 L-1/9 L-1/9 L-1/11 L-1/11 L-1/11 L-1/2 L-1/37,39L-2/5L-2/5L-2/5L-2/5 L-2/1 L-2/1 L-2/1 L-2/1 L-2/1 L-2/1 L-2/3 L-1/42 L-2/3 L-2/3 L-2/3 L-2/3 L-1/42L-1/41 L-1/38,40 L-1/42 L-1/42L-1/42 L-1/42 UH-1 UH-2 IR-4 IR-1 VP-1 IR-5 IR-2 IR-3 IR-6 CUH-1 B-1B-2GMU-1 P-2 P-1 WH-1 WH-2 SITE DISTRIBUTION GEN DOCK GD-1 L-2/20 L-2/20 L-2/20 L-2/20 L-2/20 L-1/42 L-1/42 3 3 3 3 3 2 2 2 2 2L-2/24 L-2/24 L-2/28 L-2/28 L-2/30 L-2/26 L-2/26 L-2/29 L-2/29 L-2/22 3 P-4 L-3 DF-1 DF-2 DF-3 DF-6DF-5DF-4 L-3/20 L-3/20 L-3/20 L-3/20 L-3/22 L-3/22 TYPE DESCRIPTION FLOOR BOX (FB) & POKETHRU (PT) SCHEDULE FACEPLATE COVER GENERAL NOTES A. CONTRACTOR TO REQUEST DIMENSIONING OF FLOORBOXES FROM ARCHITECT/ENGINEER PRIOR TO INSTALLATION. B. CONTRACTOR TO VERIFY FLOOR TYPE (CARPET OR TILE) PRIOR TO ORDERING. C. PROVIDE (1) 3/4" CONDUIT FOR POWER AND ROUTE AS REQUIRED. D. PROVIDE (2) 1-1/4" CONDUIT FOR LOW VOLTAGE AND ROUTE TO NEAREST ACCESSIBLE CEILING SPACE ABOVE AS REQUIRED. E. PROVIDE DEVICES AND PLATES AS INDICATED ON PLANS AND SPECS. F. PROVIDE LABELING FOR EMPTY CONDUITS IN A MANNER THAT INDICATES TO WHICH FLOOR BOX/POKE-THROUGH THE CONDUIT IS ASSOCIATED. G. PROVIDE UTP CABLES AS SPECIFIED UNLESS INDICATED OTHERWISE ON PLANS. FB1 3-GANG, 4 POWER, 2 DATA, RECESSED DUAL SERVICE FLOORBOX CAST IRON, ROUND WIREMOLD RESOURCE RFB4E SERIES OR APPROVED EQUAL (2)DUPLEX FACEPLATE FOR POWER WIREMOLD RFB6DP OR APPROVED EQUAL (1) STYLELINE FACEPLATES FOR SIGNAL WIREMOLD RFB6GFI OR APPROVED EQUAL FLUSH, FLANGED LID BRUSHED ALUMINUM FINISH SUITABLE FOR TILE/CARPET INSTALLATION WIREMOLD CT2 OR APPROVED EQUAL PROVIDE SILICON BEAD AROUND OUTER EDGE OF COVER TO SEAL FROM MOISTURE FB2 5-GANG, 8 POWER, 2 DATA, RECESSED DUAL SERVICE FLOORBOX CAST IRON, ROUND WIREMOLD RESOURCE RFB4E SERIES OR APPROVED EQUAL (2)QUADPLEX FACEPLATE FOR POWER WIREMOLD RFB6DP OR APPROVED EQUAL (2) STYLELINE FACEPLATES FOR SIGNAL WIREMOLD RFB6GFI OR APPROVED EQUAL FLUSH, FLANGED LID BRUSHED ALUMINUM FINISH SUITABLE FOR TILE/CARPET INSTALLATION WIREMOLD CT2 OR APPROVED EQUAL PROVIDE SILICON BEAD AROUND OUTER EDGE OF COVER TO SEAL FROM MOISTURE 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 10/5/2023 3:28:56 PMAutodesk Docs://232010 - MN CI Cottage Grove - New Utility Building/232010 New Utility Building Elec.rvtAs indicatedCentral: Autodesk Docs://232010 - MN CI Cottage Grove - New Utility Building/232010 New Utility Building Elec.rvtCITY OF COTTAGE GROVE NEW UTILITY & ENGINEERING BUILDING E2.11a MAIN LEVEL POWER PLAN - AREA 'A' 12800 RAVINE PKWY COTTAGE GROVE, MN 55016 XXXX IDEAL AVENUE COTTAGE GROVE, MN 55016 S MCNAMARA D PETERSON Issue Date 232010 MINNESOTA Issue Date BRADLEY R. JOHANNSEN 43936 PROFESSIONAL ENGINEER Revisions Description Date Num 1/8" = 1'-0" ML - Power - Dependent 1E1 1 : 95 FLOOR BOX SCHEDULEF3 FINAL CD SET DRAFT NOT FOR CONSTRUCTION GENERAL SHEET NOTES KEYED SHEET NOTES 46" 46"46"46" 46" 46" 46"ABABABJ J J J J J J J 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 HOSPITAL GRADE. M. ALL RECEPTACLES TO BE TAMPER RESISTANT. N. SEE BRANCH CIRCUIT CONDUCTOR SIZING SCHEDULE ON SHEET E0.00 O. SEE FLOORBOX AND POKE-THRU SCHEDULE ON SHEET E6.20. P. SEE MOTOR AND EQUIPMENT SCHEDULE ON SHEET E6.40. Q. REFER TO MECHANICAL SHEETS FOR EXACT MOTOR LOCATIONS. 1. REFER TO VIEW D4 ON SHEET E7.10 FOR DATA ROOM DETAILS. 2. PROVIDE HUBBELL 45' INDUSTRIAL CORD REEL WITH 20A FFCI MODULE, WALL MOUNTED, PART NUMBER BRY45123GF20. 3. PROVIDE HUBBELL 45' INDUSTRIAL CORD REEL WITH 20A FFCI MODULE, CEILING MOUNTED, PART NUMBER BRY45123GF20. E F H 3 4 5 2 6 H.5G COLD STORAGE B133 VEHICLE GARAGE B134 L-2/2 L-2/2 L-2/2 L-2/6 L-2/2 L-2/6 L-2/4 L-2/4 L-2/4 DF-7 IR-9 DF-8 IR-7 IR-8 IR-10 IR-11 VP-2 IR-12 UH-3 DF-9 DF-10 DF-11 DF-12 GD-2 GD-3 L-2/20 L-2/20 L-2/20 L-2/30 L-2/25 L-2/25 L-2/31 L-2/31 L-2/22 L-2/27 L-2/27 3 2 2 2 2 2 2 2 L-3/24 L-3/24 L-3/24 L-3/24L-3/22 L-3/22 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 10/5/2023 3:28:57 PMAutodesk Docs://232010 - MN CI Cottage Grove - New Utility Building/232010 New Utility Building Elec.rvt1/8" = 1'-0"Central: Autodesk Docs://232010 - MN CI Cottage Grove - New Utility Building/232010 New Utility Building Elec.rvtCITY OF COTTAGE GROVE NEW UTILITY & ENGINEERING BUILDING E2.11b MAIN LEVEL POWER PLAN - AREA 'B' 12800 RAVINE PKWY COTTAGE GROVE, MN 55016 XXXX IDEAL AVENUE COTTAGE GROVE, MN 55016 S MCNAMARA D PETERSON Issue Date 232010 MINNESOTA Issue Date BRADLEY R. JOHANNSEN 43936 PROFESSIONAL ENGINEER Revisions Description Date Num 1/8" = 1'-0" ML - Power - Dependent 2E2 FINAL CD SET DRAFT NOT FOR CONSTRUCTION GENERAL SHEET NOTES KEYED SHEET NOTES 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 HOSPITAL GRADE. M. ALL RECEPTACLES TO BE TAMPER RESISTANT. N. SEE BRANCH CIRCUIT CONDUCTOR SIZING SCHEDULE ON SHEET E0.00 O. SEE FLOORBOX AND POKE-THRU SCHEDULE ON SHEET E6.20. P. SEE MOTOR AND EQUIPMENT SCHEDULE ON SHEET E6.40. Q. REFER TO MECHANICAL SHEETS FOR EXACT MOTOR LOCATIONS. 1. REFER TO VIEW D4 ON SHEET E7.10 FOR DATA ROOM DETAILS. 2. PROVIDE HUBBELL 45' INDUSTRIAL CORD REEL WITH 20A FFCI MODULE, WALL MOUNTED, PART NUMBER BRY45123GF20. 3. PROVIDE HUBBELL 45' INDUSTRIAL CORD REEL WITH 20A FFCI MODULE, CEILING MOUNTED, PART NUMBER BRY45123GF20. A B C D E 1 3 4 5 2 6 1.1 D.1C.1 1.4 D.4 D.6B.5 C.5 MECHANICAL ROOM A175 MEZZANINE STORAGE A177 L-2/7 L-2/7 L-2/7 1 DATA ROOM A176 CRU-1 AC-1 MAU-1AHU-1 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 10/5/2023 3:28:58 PMAutodesk Docs://232010 - MN CI Cottage Grove - New Utility Building/232010 New Utility Building Elec.rvt1/8" = 1'-0"Central: Autodesk Docs://232010 - MN CI Cottage Grove - New Utility Building/232010 New Utility Building Elec.rvtCITY OF COTTAGE GROVE NEW UTILITY & ENGINEERING BUILDING E2.21a UPPER LEVEL POWER PLAN - AREA 'A' 12800 RAVINE PKWY COTTAGE GROVE, MN 55016 XXXX IDEAL AVENUE COTTAGE GROVE, MN 55016 S MCNAMARA D PETERSON Issue Date 232010 MINNESOTA Issue Date BRADLEY R. JOHANNSEN 43936 PROFESSIONAL ENGINEER Revisions Description Date Num 1/8" = 1'-0" UL - Power - Dependent 1E1 FINAL CD SET DRAFT NOT FOR CONSTRUCTION GENERAL SHEET NOTES KEYED SHEET NOTES 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 HOSPITAL GRADE. M. ALL RECEPTACLES TO BE TAMPER RESISTANT. N. SEE BRANCH CIRCUIT CONDUCTOR SIZING SCHEDULE ON SHEET E0.00 O. SEE FLOORBOX AND POKE-THRU SCHEDULE ON SHEET E6.20. P. SEE MOTOR AND EQUIPMENT SCHEDULE ON SHEET E6.40. Q. REFER TO MECHANICAL SHEETS FOR EXACT MOTOR LOCATIONS. 1. REFER TO VIEW D4 ON SHEET E7.10 FOR DATA ROOM DETAILS. 2. PROVIDE HUBBELL 45' INDUSTRIAL CORD REEL WITH 20A FFCI MODULE, WALL MOUNTED, PART NUMBER BRY45123GF20. 3. PROVIDE HUBBELL 45' INDUSTRIAL CORD REEL WITH 20A FFCI MODULE, CEILING MOUNTED, PART NUMBER BRY45123GF20. E F H 3 4 5 2 6 H.5G L-2/7 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 10/5/2023 3:28:58 PMAutodesk Docs://232010 - MN CI Cottage Grove - New Utility Building/232010 New Utility Building Elec.rvt1/8" = 1'-0"Central: Autodesk Docs://232010 - MN CI Cottage Grove - New Utility Building/232010 New Utility Building Elec.rvtCITY OF COTTAGE GROVE NEW UTILITY & ENGINEERING BUILDING E2.21b UPPER LEVEL POWER PLAN - AREA 'B' 12800 RAVINE PKWY COTTAGE GROVE, MN 55016 XXXX IDEAL AVENUE COTTAGE GROVE, MN 55016 S MCNAMARA D PETERSON Issue Date 232010 MINNESOTA Issue Date BRADLEY R. JOHANNSEN 43936 PROFESSIONAL ENGINEER Revisions Description Date Num 1/8" = 1'-0" UL - Power - Dependent 2E1 FINAL CD SET DRAFT NOT FOR CONSTRUCTION GENERAL SHEET NOTES KEYED SHEET NOTES DW WDD2D2D2D2D2D2D2D2D2D2D2D2D2D2D2D2D2D2D2D2D2D2 D2 ABD2D2ABWAP WAP WAP S S S S S SCR SCR SCRSESSESSESSDCSDCSDC SDCSESSCR SCRSES SDC SDC SES SCRSCRS ES S DC SDC SES SCRSCRSES SDC S DC S ESSCR S J FB1 J FB1 J FB1 J FB1 J FB2 J FB2 J FB2 J FB2 J FB2 J FB2 J FB1 D2D2D2D2D2D2D2 D2D2SSIC SMSF FAAP F F F F F F F F F F F F F F F F F F F F F F F F F F F F F FS FS FSFS FSFS FS FS FS FS FS FCO FACPF FS FCO FCO FS FS FS A. SOME NOTES MAY NOT APPLY TO THIS SHEET B. ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR WIRING ALL ELECTRICAL ITEMS SHOWN ON THE DRAWINGS, EXCEPT ITEMS LISTED ON SHEET E0.01 GENERAL ELECTRICAL NOTES. C. COORDINATE WITH OTHER TRADES AND REFER TO DIV. 27 & DIV. 28 SPECIFICATIONS FOR FULL REQUIREMENTS. D. MAINTAIN WORKING CLEARANCES AROUND ELECTRICAL EQUIPMENT FOR COMPLIANCE WITH THE NATIONAL ELECTRICAL CODE ARTICLE 110. E. INSTALL DATA / SYSTEMS / AV 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 THROUGH PULLS ONLY. NOT ALL PULL BOXES ARE SHOWN ON PLANS. F. ALL COMMUNICATIONS CABLES AND OTHER LOW VOLTAGE CABLING SHALL BE INSTALLED IN CONDUIT, CABLE TRAY, OR SUPPORTED BY CABLE HOOKS. PROVIDE BUSHINGS AT THE ENDS OF ALL CONDUIT WHERE STUBBED ABOVE ACCESSIBLE CEILINGS OR WHERE DROPPED INTO CABLE TRAY. PROVIDE CABLE HOOKS ABOVE ACCESSIBLE CEILINGS FOR CABLE INSTALLATION WHERE NOT INSTALLED IN CONDUIT OR CABLE TRAY. G. FLOOR BOXES SHALL NOT BE DAISY CHAINED TOGETHER BETWEEN ADJACENT FLOOR BOXES FOR LOW VOLTAGE CABLE ROUTING. ALL CONDUITS FOR FLOOR BOXES SHALL BE HOME RUNS TO NEAREST ACCESSIBLE CEILING SPACE. H. REFER TO FLOORBOX AND POKE-THRU SCHEDULE FOR FULL REQUIREMENTS AT EACH LOCATION. COORDINATE LOCATIONS PRIOR TO ROUGH-IN. (NEEDS DISCUSSION WITH THE ELECTRICAL TEAM) I. LOCATIONS OF FLOOR BOXES AND FLOOR PENETRATIONS SHALL NOT BE MEASURED FROM THIS SET OF DRAWINGS. INSTALLER SHALL REQUEST PRECISE LOCATIONS FROM ARCHITECT. J. COORDINATE RECESSED CASEWORK DEVICES AND ABOVE COUNTER (AB) DEVICES WITH ARCHITECTURAL ELEVATION DRAWINGS AND DETAILS. WHERE CONFLICTS OCCUR, SUBMIT RFI. K. COORDINATE WITH ASSOCIATED ELECTRICAL DEVICE AND OTHER TRADES. WHERE CONFLICTS OCCUR, SUBMIT RFI. L. REFER TO ARCHITECTURAL DRAWINGS FOR FIRE RATED PARTITIONS. PROVIDE AN APPROVED FIRE STOP SYSTEM FOR EACH RACEWAY OR CABLE ROUTED THROUGH A RATED WALL. REFER TO DIV. 7 AND DIV. 27 SPECIFICATIONS FOR ADDITIONAL INFORMATION. M. SYMBOLS USED ON TECHNOLOGY DRAWINGS ARE NOT A SCALED SIZE, THEREFORE LOCATIONS OF THE SYMBOLS ARE APPROXIMATE AND NEED TO BE COORDINATED WITH OTHER DEVICES AND ELEMENTS IN THE VICINITY. GENERAL GUIDELINES: N. VOICE, DATA, AND TV OUTLETS SHALL BE INSTALLED WITHIN 6 INCHES OF A POWER OUTLET SHOWN ON THE ELECTRICAL DRAWINGS O. WALL PHONE OUTLET PLACEMENT SHALL PROVIDE ADEQUATE CLEARANCE TO INSTALL THE TELEPHONE HANDSET. COORDINATE CLEARANCE WITH OTHER TRADES (CARPENTRY, MECHANICAL, ELECTRICAL, ETC.) P. WHERE MULTIPLE TECHNOLOGY SYMBOLS ARE SHOWN ADJACENT TO EACH OTHER, THE SPACING BETWEEN OUTLETS SHALL BE CONSISTENT IF NO ELEVATION IS SHOWN ON THE DRAWINGS. Q. WHEN THE INSTALLER IS UNCERTAIN ABOUT ADJACENCIES OF DEVICES, THE QUESTION SHALL BE PRESENTED VIA RFI. 1. NOTE A B C D E 1 3 4 5 2 6 1.1 D.1C.1 1.4 D.4 D.6 B.5 C.5 WATER METER ROOM A130 STREET LIGHT STORAGE A131 ELECTRICAL ROOM A127 STORAGE A126 MECH/ELEC A125 JC / MAINT. A124 TOILET ROOM A128 JC. A123 WATER SERVICE A132 ADA TOILET A121 ADA SHOWER ROOM A117 PERSONAL STORAGE A116 CIRC. A115 QUIET ROOM A114 CONF. RM. A111 CIRC. A112 STAFF ROOM A110 WORK ROOM A109 OFFICE A106 OFFICE A105 SMALL CONFERENCE ROOM A104 OPEN OFFICE A103 TOILET ROOM A102 LOBBY A101 VEST. A100 VEHICLE GARAGE A134 WASH ROOM A136 SHOWER ROOM A118 CHANGING ROOM A119 TOILET ROOM A113 OFFICE A107 OFFICE A108 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 10/5/2023 3:29:03 PMAutodesk Docs://232010 - MN CI Cottage Grove - New Utility Building/232010 New Utility Building Elec.rvt1/8" = 1'-0"Central: Autodesk Docs://232010 - MN CI Cottage Grove - New Utility Building/232010 New Utility Building Elec.rvtCITY OF COTTAGE GROVE NEW UTILITY & ENGINEERING BUILDING E3.11a MAIN LEVEL SYSTEMS PLAN - AREA 'A' 12800 RAVINE PKWY COTTAGE GROVE, MN 55016 XXXX IDEAL AVENUE COTTAGE GROVE, MN 55016 S MCNAMARA D PETERSON Issue Date 232010 MINNESOTA Issue Date BRADLEY R. JOHANNSEN 43936 PROFESSIONAL ENGINEER Revisions Description Date Num 1/8" = 1'-0" ML - Systems - Dependent 1E1 FINAL CD SET DRAFT NOT FOR CONSTRUCTION GENERAL SHEET NOTES KEYED SHEET NOTESSCRSES SDC S S S CR SDCSESSESSDCS CRSS F F F F F F A. SOME NOTES MAY NOT APPLY TO THIS SHEET B. ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR WIRING ALL ELECTRICAL ITEMS SHOWN ON THE DRAWINGS, EXCEPT ITEMS LISTED ON SHEET E0.01 GENERAL ELECTRICAL NOTES. C. COORDINATE WITH OTHER TRADES AND REFER TO DIV. 27 & DIV. 28 SPECIFICATIONS FOR FULL REQUIREMENTS. D. MAINTAIN WORKING CLEARANCES AROUND ELECTRICAL EQUIPMENT FOR COMPLIANCE WITH THE NATIONAL ELECTRICAL CODE ARTICLE 110. E. INSTALL DATA / SYSTEMS / AV 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 THROUGH PULLS ONLY. NOT ALL PULL BOXES ARE SHOWN ON PLANS. F. ALL COMMUNICATIONS CABLES AND OTHER LOW VOLTAGE CABLING SHALL BE INSTALLED IN CONDUIT, CABLE TRAY, OR SUPPORTED BY CABLE HOOKS. PROVIDE BUSHINGS AT THE ENDS OF ALL CONDUIT WHERE STUBBED ABOVE ACCESSIBLE CEILINGS OR WHERE DROPPED INTO CABLE TRAY. PROVIDE CABLE HOOKS ABOVE ACCESSIBLE CEILINGS FOR CABLE INSTALLATION WHERE NOT INSTALLED IN CONDUIT OR CABLE TRAY. G. FLOOR BOXES SHALL NOT BE DAISY CHAINED TOGETHER BETWEEN ADJACENT FLOOR BOXES FOR LOW VOLTAGE CABLE ROUTING. ALL CONDUITS FOR FLOOR BOXES SHALL BE HOME RUNS TO NEAREST ACCESSIBLE CEILING SPACE. H. REFER TO FLOORBOX AND POKE-THRU SCHEDULE FOR FULL REQUIREMENTS AT EACH LOCATION. COORDINATE LOCATIONS PRIOR TO ROUGH-IN. (NEEDS DISCUSSION WITH THE ELECTRICAL TEAM) I. LOCATIONS OF FLOOR BOXES AND FLOOR PENETRATIONS SHALL NOT BE MEASURED FROM THIS SET OF DRAWINGS. INSTALLER SHALL REQUEST PRECISE LOCATIONS FROM ARCHITECT. J. COORDINATE RECESSED CASEWORK DEVICES AND ABOVE COUNTER (AB) DEVICES WITH ARCHITECTURAL ELEVATION DRAWINGS AND DETAILS. WHERE CONFLICTS OCCUR, SUBMIT RFI. K. COORDINATE WITH ASSOCIATED ELECTRICAL DEVICE AND OTHER TRADES. WHERE CONFLICTS OCCUR, SUBMIT RFI. L. REFER TO ARCHITECTURAL DRAWINGS FOR FIRE RATED PARTITIONS. PROVIDE AN APPROVED FIRE STOP SYSTEM FOR EACH RACEWAY OR CABLE ROUTED THROUGH A RATED WALL. REFER TO DIV. 7 AND DIV. 27 SPECIFICATIONS FOR ADDITIONAL INFORMATION. M. SYMBOLS USED ON TECHNOLOGY DRAWINGS ARE NOT A SCALED SIZE, THEREFORE LOCATIONS OF THE SYMBOLS ARE APPROXIMATE AND NEED TO BE COORDINATED WITH OTHER DEVICES AND ELEMENTS IN THE VICINITY. GENERAL GUIDELINES: N. VOICE, DATA, AND TV OUTLETS SHALL BE INSTALLED WITHIN 6 INCHES OF A POWER OUTLET SHOWN ON THE ELECTRICAL DRAWINGS O. WALL PHONE OUTLET PLACEMENT SHALL PROVIDE ADEQUATE CLEARANCE TO INSTALL THE TELEPHONE HANDSET. COORDINATE CLEARANCE WITH OTHER TRADES (CARPENTRY, MECHANICAL, ELECTRICAL, ETC.) P. WHERE MULTIPLE TECHNOLOGY SYMBOLS ARE SHOWN ADJACENT TO EACH OTHER, THE SPACING BETWEEN OUTLETS SHALL BE CONSISTENT IF NO ELEVATION IS SHOWN ON THE DRAWINGS. Q. WHEN THE INSTALLER IS UNCERTAIN ABOUT ADJACENCIES OF DEVICES, THE QUESTION SHALL BE PRESENTED VIA RFI. 1. NOTE F H 3 4 5 2 6 H.5G VEHICLE GARAGE B134 COLD STORAGE B133 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 10/5/2023 3:29:04 PMAutodesk Docs://232010 - MN CI Cottage Grove - New Utility Building/232010 New Utility Building Elec.rvt1/8" = 1'-0"Central: Autodesk Docs://232010 - MN CI Cottage Grove - New Utility Building/232010 New Utility Building Elec.rvtCITY OF COTTAGE GROVE NEW UTILITY & ENGINEERING BUILDING E3.11b MAIN LEVEL SYSTEMS PLAN - AREA 'B' 12800 RAVINE PKWY COTTAGE GROVE, MN 55016 XXXX IDEAL AVENUE COTTAGE GROVE, MN 55016 S MCNAMARA D PETERSON Issue Date 232010 MINNESOTA Issue Date BRADLEY R. JOHANNSEN 43936 PROFESSIONAL ENGINEER Revisions Description Date Num1/8" = 1'-0" ML - Systems - Dependent 2E2 FINAL CD SET DRAFT NOT FOR CONSTRUCTION GENERAL SHEET NOTES KEYED SHEET NOTES WAP SSCR S ES S DC FCO FCO FCO F F FS F S A. SOME NOTES MAY NOT APPLY TO THIS SHEET B. ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR WIRING ALL ELECTRICAL ITEMS SHOWN ON THE DRAWINGS, EXCEPT ITEMS LISTED ON SHEET E0.01 GENERAL ELECTRICAL NOTES. C. COORDINATE WITH OTHER TRADES AND REFER TO DIV. 27 & DIV. 28 SPECIFICATIONS FOR FULL REQUIREMENTS. D. MAINTAIN WORKING CLEARANCES AROUND ELECTRICAL EQUIPMENT FOR COMPLIANCE WITH THE NATIONAL ELECTRICAL CODE ARTICLE 110. E. INSTALL DATA / SYSTEMS / AV 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 THROUGH PULLS ONLY. NOT ALL PULL BOXES ARE SHOWN ON PLANS. F. ALL COMMUNICATIONS CABLES AND OTHER LOW VOLTAGE CABLING SHALL BE INSTALLED IN CONDUIT, CABLE TRAY, OR SUPPORTED BY CABLE HOOKS. PROVIDE BUSHINGS AT THE ENDS OF ALL CONDUIT WHERE STUBBED ABOVE ACCESSIBLE CEILINGS OR WHERE DROPPED INTO CABLE TRAY. PROVIDE CABLE HOOKS ABOVE ACCESSIBLE CEILINGS FOR CABLE INSTALLATION WHERE NOT INSTALLED IN CONDUIT OR CABLE TRAY. G. FLOOR BOXES SHALL NOT BE DAISY CHAINED TOGETHER BETWEEN ADJACENT FLOOR BOXES FOR LOW VOLTAGE CABLE ROUTING. ALL CONDUITS FOR FLOOR BOXES SHALL BE HOME RUNS TO NEAREST ACCESSIBLE CEILING SPACE. H. REFER TO FLOORBOX AND POKE-THRU SCHEDULE FOR FULL REQUIREMENTS AT EACH LOCATION. COORDINATE LOCATIONS PRIOR TO ROUGH-IN. (NEEDS DISCUSSION WITH THE ELECTRICAL TEAM) I. LOCATIONS OF FLOOR BOXES AND FLOOR PENETRATIONS SHALL NOT BE MEASURED FROM THIS SET OF DRAWINGS. INSTALLER SHALL REQUEST PRECISE LOCATIONS FROM ARCHITECT. J. COORDINATE RECESSED CASEWORK DEVICES AND ABOVE COUNTER (AB) DEVICES WITH ARCHITECTURAL ELEVATION DRAWINGS AND DETAILS. WHERE CONFLICTS OCCUR, SUBMIT RFI. K. COORDINATE WITH ASSOCIATED ELECTRICAL DEVICE AND OTHER TRADES. WHERE CONFLICTS OCCUR, SUBMIT RFI. L. REFER TO ARCHITECTURAL DRAWINGS FOR FIRE RATED PARTITIONS. PROVIDE AN APPROVED FIRE STOP SYSTEM FOR EACH RACEWAY OR CABLE ROUTED THROUGH A RATED WALL. REFER TO DIV. 7 AND DIV. 27 SPECIFICATIONS FOR ADDITIONAL INFORMATION. M. SYMBOLS USED ON TECHNOLOGY DRAWINGS ARE NOT A SCALED SIZE, THEREFORE LOCATIONS OF THE SYMBOLS ARE APPROXIMATE AND NEED TO BE COORDINATED WITH OTHER DEVICES AND ELEMENTS IN THE VICINITY. GENERAL GUIDELINES: N. VOICE, DATA, AND TV OUTLETS SHALL BE INSTALLED WITHIN 6 INCHES OF A POWER OUTLET SHOWN ON THE ELECTRICAL DRAWINGS O. WALL PHONE OUTLET PLACEMENT SHALL PROVIDE ADEQUATE CLEARANCE TO INSTALL THE TELEPHONE HANDSET. COORDINATE CLEARANCE WITH OTHER TRADES (CARPENTRY, MECHANICAL, ELECTRICAL, ETC.) P. WHERE MULTIPLE TECHNOLOGY SYMBOLS ARE SHOWN ADJACENT TO EACH OTHER, THE SPACING BETWEEN OUTLETS SHALL BE CONSISTENT IF NO ELEVATION IS SHOWN ON THE DRAWINGS. Q. WHEN THE INSTALLER IS UNCERTAIN ABOUT ADJACENCIES OF DEVICES, THE QUESTION SHALL BE PRESENTED VIA RFI. 1. NOTE A B C D E 1 3 4 5 2 6 1.1 D.1C.1 1.4 D.4 D.6 B.5 C.5 MECHANICAL ROOM A175 E7.10 D4 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 10/5/2023 3:29:05 PMAutodesk Docs://232010 - MN CI Cottage Grove - New Utility Building/232010 New Utility Building Elec.rvt1/8" = 1'-0"Central: Autodesk Docs://232010 - MN CI Cottage Grove - New Utility Building/232010 New Utility Building Elec.rvtCITY OF COTTAGE GROVE NEW UTILITY & ENGINEERING BUILDING E3.21a UPPER LEVEL SYSTEMS PLAN - AREA 'A' 12800 RAVINE PKWY COTTAGE GROVE, MN 55016 XXXX IDEAL AVENUE COTTAGE GROVE, MN 55016 S MCNAMARA D PETERSON Issue Date 232010 MINNESOTA Issue Date BRADLEY R. JOHANNSEN 43936 PROFESSIONAL ENGINEER Revisions Description Date Num 1/8" = 1'-0" UL - Systems - Dependent 1E1 FINAL CD SET DRAFT NOT FOR CONSTRUCTION GENERAL SHEET NOTES KEYED SHEET NOTES S FCO FCO WAP A. SOME NOTES MAY NOT APPLY TO THIS SHEET B. ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR WIRING ALL ELECTRICAL ITEMS SHOWN ON THE DRAWINGS, EXCEPT ITEMS LISTED ON SHEET E0.01 GENERAL ELECTRICAL NOTES. C. COORDINATE WITH OTHER TRADES AND REFER TO DIV. 27 & DIV. 28 SPECIFICATIONS FOR FULL REQUIREMENTS. D. MAINTAIN WORKING CLEARANCES AROUND ELECTRICAL EQUIPMENT FOR COMPLIANCE WITH THE NATIONAL ELECTRICAL CODE ARTICLE 110. E. INSTALL DATA / SYSTEMS / AV 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 THROUGH PULLS ONLY. NOT ALL PULL BOXES ARE SHOWN ON PLANS. F. ALL COMMUNICATIONS CABLES AND OTHER LOW VOLTAGE CABLING SHALL BE INSTALLED IN CONDUIT, CABLE TRAY, OR SUPPORTED BY CABLE HOOKS. PROVIDE BUSHINGS AT THE ENDS OF ALL CONDUIT WHERE STUBBED ABOVE ACCESSIBLE CEILINGS OR WHERE DROPPED INTO CABLE TRAY. PROVIDE CABLE HOOKS ABOVE ACCESSIBLE CEILINGS FOR CABLE INSTALLATION WHERE NOT INSTALLED IN CONDUIT OR CABLE TRAY. G. FLOOR BOXES SHALL NOT BE DAISY CHAINED TOGETHER BETWEEN ADJACENT FLOOR BOXES FOR LOW VOLTAGE CABLE ROUTING. ALL CONDUITS FOR FLOOR BOXES SHALL BE HOME RUNS TO NEAREST ACCESSIBLE CEILING SPACE. H. REFER TO FLOORBOX AND POKE-THRU SCHEDULE FOR FULL REQUIREMENTS AT EACH LOCATION. COORDINATE LOCATIONS PRIOR TO ROUGH-IN. (NEEDS DISCUSSION WITH THE ELECTRICAL TEAM) I. LOCATIONS OF FLOOR BOXES AND FLOOR PENETRATIONS SHALL NOT BE MEASURED FROM THIS SET OF DRAWINGS. INSTALLER SHALL REQUEST PRECISE LOCATIONS FROM ARCHITECT. J. COORDINATE RECESSED CASEWORK DEVICES AND ABOVE COUNTER (AB) DEVICES WITH ARCHITECTURAL ELEVATION DRAWINGS AND DETAILS. WHERE CONFLICTS OCCUR, SUBMIT RFI. K. COORDINATE WITH ASSOCIATED ELECTRICAL DEVICE AND OTHER TRADES. WHERE CONFLICTS OCCUR, SUBMIT RFI. L. REFER TO ARCHITECTURAL DRAWINGS FOR FIRE RATED PARTITIONS. PROVIDE AN APPROVED FIRE STOP SYSTEM FOR EACH RACEWAY OR CABLE ROUTED THROUGH A RATED WALL. REFER TO DIV. 7 AND DIV. 27 SPECIFICATIONS FOR ADDITIONAL INFORMATION. M. SYMBOLS USED ON TECHNOLOGY DRAWINGS ARE NOT A SCALED SIZE, THEREFORE LOCATIONS OF THE SYMBOLS ARE APPROXIMATE AND NEED TO BE COORDINATED WITH OTHER DEVICES AND ELEMENTS IN THE VICINITY. GENERAL GUIDELINES: N. VOICE, DATA, AND TV OUTLETS SHALL BE INSTALLED WITHIN 6 INCHES OF A POWER OUTLET SHOWN ON THE ELECTRICAL DRAWINGS O. WALL PHONE OUTLET PLACEMENT SHALL PROVIDE ADEQUATE CLEARANCE TO INSTALL THE TELEPHONE HANDSET. COORDINATE CLEARANCE WITH OTHER TRADES (CARPENTRY, MECHANICAL, ELECTRICAL, ETC.) P. WHERE MULTIPLE TECHNOLOGY SYMBOLS ARE SHOWN ADJACENT TO EACH OTHER, THE SPACING BETWEEN OUTLETS SHALL BE CONSISTENT IF NO ELEVATION IS SHOWN ON THE DRAWINGS. Q. WHEN THE INSTALLER IS UNCERTAIN ABOUT ADJACENCIES OF DEVICES, THE QUESTION SHALL BE PRESENTED VIA RFI. 1. NOTE F H 3 4 5 2 6 H.5G 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 10/5/2023 3:29:06 PMAutodesk Docs://232010 - MN CI Cottage Grove - New Utility Building/232010 New Utility Building Elec.rvt1/8" = 1'-0"Central: Autodesk Docs://232010 - MN CI Cottage Grove - New Utility Building/232010 New Utility Building Elec.rvtCITY OF COTTAGE GROVE NEW UTILITY & ENGINEERING BUILDING E3.21b UPPER LEVEL SYSTEMS PLAN - AREA 'B' 12800 RAVINE PKWY COTTAGE GROVE, MN 55016 XXXX IDEAL AVENUE COTTAGE GROVE, MN 55016 S MCNAMARA D PETERSON Issue Date 232010 MINNESOTA Issue Date BRADLEY R. JOHANNSEN 43936 PROFESSIONAL ENGINEER Revisions Description Date Num 1/8" = 1'-0" UL - Systems - Dependent 2E2 FINAL CD SET DRAFT NOT FOR CONSTRUCTION KEYED SHEET NOTES GENERAL SHEET NOTES 1. NOTES. 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. A B C D E F H 1 3 4 5 2 6 1.1 D.1 H.5C.1 1.4 D.4 D.6 GB.5 C.5 EF-14 EF-13 EF-12 EF-10 EF-11 EF-8 EF-7 EF-6 EF-5 EF-9 EF-4 EF-3 EF-2 EF-1 RH-1 CU-1 L-2/33 L-2/33 L-2/35 L-2/35 L-2/32,34,36 L-2/37,39,41 L-2/38,40,42 L-3/1,3,5 L-3/2,4,6 L-3/7,9,11 L-3/8,10,12 L-3/14,16,18 L-3/13,15,17 L-3/19,21,23 DISTRIBUTION/5 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 10/5/2023 3:29:07 PMAutodesk Docs://232010 - MN CI Cottage Grove - New Utility Building/232010 New Utility Building Elec.rvtAs indicatedCentral: Autodesk Docs://232010 - MN CI Cottage Grove - New Utility Building/232010 New Utility Building Elec.rvtCITY OF COTTAGE GROVE NEW UTILITY & ENGINEERING BUILDING E4.10 ROOF PLAN - ELECTRICAL 12800 RAVINE PKWY COTTAGE GROVE, MN 55016 XXXX IDEAL AVENUE COTTAGE GROVE, MN 55016 S MCNAMARA D PETERSON Issue Date 232010 MINNESOTA Issue Date BRADLEY R. JOHANNSEN 43936 PROFESSIONAL ENGINEER Revisions Description Date Num FINAL CD SET DRAFT NOT FOR CONSTRUCTION LINE TYPES: EXISTING EQUIP/FEEDER TO REMAIN DEMOLISH OR RELOCATE EQUIP/FEEDER NEW OR NEW LOCATION OF EQUIP/FEEDER RL EX NL A. PROVIDE XHHW INSULATION FOR UNDERGROUND CONDUCTORS. B. PROVIDE GALVANIZED RIGID STEEL CONDUIT FOR EXPOSED EXTERIOR CONDUITS. C. ROUTE HORIZONTAL CONDUITS ABOVE BOTTOM CHORD OF BAR JOISTS UNLESS NOTED OTHERWISE. ROUTE CONDUITS FROM WALL MOUNTED DEVICES VERTICALLY TO JOIST SPACE UNLESS NOTED OTHERWISE. D. OBTAIN SHOP DRAWINGS OF EQUIPMENT AND COMPARE CONNECTION, LOAD, AND VOLTAGE INFORMATION TO CONTRACT DOCUMENTS BEFORE INSTALLING FEEDER CONDUITS. NOTIFY ARCHITECT OF ANY DISCREPANCIES. BEFORE MAKING EQUIPMENT POWER CONNECTIONS, COMPARE EQUIPMENT NAMEPLATE DATA TO SHOP DRAWINGS AND CONTRACT DOCUMENTS. NOTIFY ARCHITECT OF ANY DISCREPANCIES. E. MOTOR FEEDERS SHOWN ON DIAGRAM FOR REFERENCE. REFER TO MOTOR SCHEDULE FOR MORE INFORMATION. F. REFER TO SITE PLAN FOR EXACT LOCATIONS OF EXTERIOR EQUIPMENT. G. COORDINATE ALL DEMOLITION WITH PHASING PLANS. SEE ELECTRICAL FLOOR PLANS AND ARCHITECTURAL PHASING PLANS. H. SEE GROUNDING DETAIL ON E7 SHEETS. GENERAL NOTES: 1. PROVIDE FOX FAB #FFCC-A1-1600-113-G-CRS-LA-AD3 OR APPROVED EQUAL DOCKING STATION WITH REMOTE CAM LOCKS AND (1)30A 120V RECEPTACLES FOR SHORE POWER. KEYED NOTES: NAME GENERAL NOTES: A. PROVIDE 4" CONCRETE PAD FOR ALL FLOOR MOUNTED TRANSFORMERS. TRANSFORMER SCHEDULE KVA PRIMARY VOLTAGE SECONDARY VOLTAGE MOUNTING K-RATING ENERGY EFFICIENT (TP-1) LOW SOUND KEYNOTES SHIELDED NTA01 750 KVA 480V DELTA 208/120 WYE FLOOR YES YES LTA01 75 KVA 480V DELTA 208/120 WYE CEILING CTA01 150 KVA 480V DELTA 208/120 WYE FLOOR ETA01 480V DELTA 208/120 WYE FLOOR 225 KVA YES YES YES YES YES YES K-13K-13K-13K-13 GROUND #X #2 #2/0 #2/0 MAIN LEVEL E L N MCONNECTION/CT AND METERING CABINET TO UTILITY UTILITY TRANSFORMER 208V 3P, 4W MSB 1000A 120/208V 3P,4W L-3 200A 120/208V 3P 4W L-1 200A 120/208V 3P 4W L-2 200A 120/208V 3P 4W ELECTRICAL ROOM A127 SPD 1000A ATS 3P DISTRIBUTION SECTIONS1000A 208V GEN DOCK STATION 1 200A200A 200A SITE 200A 120/208V 3P 4W 200A 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#10G (1) 1.25"C, 4#4+1#10G 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) 2.5"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"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. 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 10/5/2023 3:29:07 PMAutodesk Docs://232010 - MN CI Cottage Grove - New Utility Building/232010 New Utility Building Elec.rvtAs indicatedCentral: Autodesk Docs://232010 - MN CI Cottage Grove - New Utility Building/232010 New Utility Building Elec.rvtCITY OF COTTAGE GROVE NEW UTILITY & ENGINEERING BUILDING E5.00 RISER DIAGRAM 12800 RAVINE PKWY COTTAGE GROVE, MN 55016 XXXX IDEAL AVENUE COTTAGE GROVE, MN 55016 S MCNAMARA D PETERSON Issue Date 232010 MINNESOTA Issue Date BRADLEY R. JOHANNSEN 43936 PROFESSIONAL ENGINEER Revisions Description Date Num N.T.S. RISER DIAGRAMF1 NOTES: Load Types: 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 EST. DEMAND...428 A CONN. CURRENT:404 A EST. DEMAND LOAD:154081 VA XX_SPEC 0 VA 0.00% 0 VA CONN. LOAD:145690 VA Spare 11700 VA 100.00% 11700 VA RCPT 32960 VA 65.17% 21480 VA MTR 93223 VA 119.22% 111138 VA LTG 8162 VA 125.00% 10203 VA LOAD CLASSIFICATION CONNECTED DEMAND ESTIMATED PANEL TOTALS 24 23 22 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 CU-1 200 A 3 20 A 23886... 23886... 23886... 4 SITE 200 A 3 20 A 4000 VA 3800 VA 3900 VA 3 L-3 200 A 3 20 A 4347 VA 4347 VA 4347 VA 2 L-2 200 A 3 20 A 9334 VA 8285 VA 9425 VA 1 L-1 200 A 3 20 A 6500 VA 7560 VA 8280 VA CKT NAME SWITCH P FUSE SIZE PHASE A KVA PHASE B KVA PHASE C KVA NOTES FED FROM: BUS AMPS: SPECIAL: MAINS RATING:400 A MAIN DEVICE: A.F.C. RATING:SEE SHORT CIRCUIT STUDY LOCATION:ELECTRICAL ROOM A127 VOLTAGE:208Y/120 V. 3 ø 4 W. SWITCHBOARD: DISTRIBUTION 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:45 A CONNECTED CURRENT:62 A ESTIMATED DEMAND:16170 VA XX_SPEC 0 VA 0.00% 0 VA CONNECTED LOAD:22340 VA RCPT 22340 VA 72.38% 16170 VA LOAD CLASSIFICATION CONNECTED DEMAND ESTIMATED PANEL TOTALS TOTAL AMPS:54 A 64 A 70 A TOTAL LOAD:7 kVA 8 kVA 8 kVA 41 WASH RM A136 RCPT 20 A 1 0.2 1.4 1 20 A RCPT A124, 125, 126, 127 42 39 -- -- -- -- -- 0.0 0.0 -- -- -- -- -- 40 37 GF STAFF RM A110 RANGE XX_S... 20 A 2 0.0 0.0 2 20 A XX_S... WASH ROOM DRYER GF 38 35 TOILET/QUIET A114,115 RCPT 20 A 1 0.7 0.2 1 20 A RCPT TOILET RMS A120, 121 36 33 STAFF RM A110 RCPT 20 A 1 0.9 0.5 1 20 A RCPT SHOWER/CHANGING 34 31 STAFF RM A110 RCPT 20 A 1 0.2 0.7 1 20 A RCPT PERSONAL STOR A116 32 29 STAFF RM A110 RCPT 20 A 1 0.2 0.2 1 20 A RCPT STAFF RM A110 30 27 STAFF RM A110 RCPT 20 A 1 0.7 0.2 1 20 A RCPT STAFF RM A110 28 25 GF STAFF RM A110 FRIDGE RCPT 20 A 1 0.2 0.2 1 20 A RCPT STAFF RM A110 26 23 GF STAFF RM A110 DISH RCPT 20 A 1 0.2 0.2 1 20 A RCPT STAFF RM A110 FRIDGE GF 24 21 STAFF RM A110 RCPT 20 A 1 0.2 0.2 1 20 A RCPT STAFF RM A110 22 19 STAFF RM A110 RCPT 20 A 1 0.2 1.1 1 20 A RCPT STAFF RM A110 MICRO 20 17 OFFICE A108 RCPT 20 A 1 0.7 1.1 1 20 A RCPT WORK RM A109 18 15 OFFICE A107 RCPT 20 A 1 0.7 0.2 1 20 A RCPT WORK RM PLOTTER 16 13 OFFICE A106 RCPT 20 A 1 0.7 0.2 1 20 A RCPT WORK RM COPIER 14 11 OPEN OFFICE A103 RCPT 20 A 1 0.5 0.7 1 20 A RCPT OFFICE A105 12 9 OPEN OFFICE A103 RCPT 20 A 1 0.5 1.3 1 20 A RCPT CONFERNCE A104 10 7 OPEN OFFICE A103 RCPT 20 A 1 0.5 0.7 1 20 A RCPT OPEN OFFICE A103 8 5 CONF RM A111 RCPT 20 A 1 1.4 0.5 1 20 A RCPT OPEN OFFICE A103 6 3 CONF RM A111 RCPT 20 A 1 1.3 0.9 1 20 A RCPT OPEN OFFICE A103 4 1 CONF RM A111 RCPT 20 A 1 1.1 0.7 1 20 A RCPT LOBBY A101,102 2 # BT LOAD DESCRIPTION LT BKR P PHASE A kVA PHASE B kVA PHASE C kVA P BKR LT LOAD DESCRIPTION BT # FED FROM:DISTRIBUTION BUS AMPS: MAINS AMPS: MAINS TYPE: SPECIAL: MOUNTING:SURFACE A.F.C....SEE SHORT CIRCUIT STUDY LOCATION:ELECTRICAL ROOM A127 VOLTAGE:208Y/120 V. 3 ø 4 W. PANELBOARD: L-1 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:81 A CONNECTED CURRENT:75 A RCPT 10620 VA 97.08% 10310 VA ESTIMATED DEMAND:29322 VA MTR 8525 VA 106.97% 9119 VA CONNECTED LOAD:27042 VA LTG 8162 VA 125.00% 10203 VA LOAD CLASSIFICATION CONNECTED DEMAND ESTIMATED PANEL TOTALS TOTAL AMPS:79 A 69 A 80 A TOTAL LOAD:9 kVA 8 kVA 9 kVA 41 -- -- -- -- -- 0.6 0.8 -- -- -- -- -- 42 39 -- -- -- -- -- 0.6 0.8 -- -- -- -- -- 40 37 MTR MTR 20 A 3 0.6 0.8 3 20 A MTR MTR 38 35 MTR MTR 20 A 1 1.1 0.8 -- -- -- -- -- 36 33 MTR MTR 20 A 1 1.1 0.8 -- -- -- -- -- 34 31 GARAGE CORD REELS RCPT 20 A 1 0.4 0.8 3 20 A MTR MTR 32 29 GARAGE CORD REELS RCPT 20 A 1 0.4 0.4 1 20 A RCPT GARAGE CORD REELS 30 27 GARAGE CORD REELS RCPT 20 A 1 0.4 0.4 1 20 A RCPT GARAGE CORD REELS 28 25 GARAGE CORD REELS RCPT 20 A 1 0.4 0.4 1 20 A RCPT GARAGE CORD REELS 26 23 EAST GARAGE/COLD ST LTG 20 A 1 1.2 0.4 1 20 A RCPT GARAGE CORD REELS 24 21 MECHANICAL LTG 20 A 1 0.4 0.4 1 20 A RCPT GARAGE CORD REELS 22 19 WEST GARAGE LTG 20 A 1 1.5 0.9 1 20 A RCPT WATER METER/STORAGE 20 17 OPEN OFFICE LTG 20 A 1 1.0 1.4 1 20 A LTG LOWER LEVEL GARAGE 18 15 LOBBY/CONFERENCE LTG 20 A 1 0.9 0.9 1 20 A LTG SHOWER/LOCKER 16 13 DATA ROOM RCPT 20 A 1 0.2 0.9 1 20 A LTG OFFICES/STAFF RM 14 11 DAS EQUIPMENT RCPT 20 A 1 0.2 0.4 1 20 A RCPT DATA ROOM 12 9 ACCESS CNTRL CABINET RCPT 20 A 1 0.2 0.4 1 20 A RCPT DATA ROOM 10 7 MEZZ STORAGE A177 RCPT 20 A 1 0.5 0.4 1 20 A RCPT PROVIDER EQUIPMENT 8 5 GARAGE A134 RCPT 20 A 1 0.7 0.4 1 20 A RCPT COLD STORAGE 6 3 TOILET/STORAGE RMS RCPT 20 A 1 0.9 0.5 1 20 A RCPT GARAGE A134 4 1 GARAGE A134 RCPT 20 A 1 1.1 0.7 1 20 A RCPT GARAGE A134 2 # BT LOAD DESCRIPTION LT BKR P PHASE A kVA PHASE B kVA PHASE C kVA P BKR LT LOAD DESCRIPTION BT # FED FROM:DISTRIBUTION BUS AMPS: MAINS AMPS: MAINS TYPE: SPECIAL: MOUNTING:SURFACE A.F.C....SEE SHORT CIRCUIT STUDY LOCATION:ELECTRICAL ROOM A127 VOLTAGE:208Y/120 V. 3 ø 4 W. PANELBOARD: L-2 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:32 A CONNECTED CURRENT:32 A ESTIMATED DEMAND:11700 VA CONNECTED LOAD:11700 VA Spare 11700 VA 100.00% 11700 VA LOAD CLASSIFICATION CONNECTED DEMAND ESTIMATED PANEL TOTALS TOTAL AMPS:33 A 32 A 33 A TOTAL LOAD:4 kVA 4 kVA 4 kVA 17 SPACE -- -- 1 -- -- 1 -- -- SPACE 18 15 SPACE -- -- 1 -- -- 1 -- -- SPACE 16 13 -- -- -- -- -- 3.7 0.0 1 20 A -- SPARE 14 11 -- -- -- -- -- 3.7 0.0 1 20 A -- SPARE 12 9 IRRIGATION PUMP -- 90 A 3 3.7 0.0 1 20 A -- SPARE 10 7 -- -- -- -- -- 0.2 0.0 1 20 A -- SPARE 8 5 SITE LIGHT RCPT -- 20 A 2 0.2 0.0 1 20 A -- SPARE 6 3 -- -- -- -- -- 0.1 0.0 1 20 A -- TIMCLOCK / CONTACTOR 4 1 SITE LIGHT RCPT -- 20 A 2 0.1 0.0 1 20 A -- IRRIGATION CONTROL PNL 2 # BT LOAD DESCRIPTION LT BKR P PHASE A kVA PHASE B kVA PHASE C kVA P BKR LT LOAD DESCRIPTION BT # FED FROM:DISTRIBUTION BUS AMPS: MAINS AMPS: MAINS TYPE: SPECIAL: MOUNTING:SURFACE A.F.C....SEE SHORT CIRCUIT STUDY LOCATION:ELECTRICAL ROOM A127 VOLTAGE:208Y/120 V. 3 ø 4 W. PANELBOARD: SITE 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:38 A CONNECTED CURRENT:36 A ESTIMATED DEMAND:13636 VA CONNECTED LOAD:13042 VA MTR 13042 VA 104.56% 13636 VA LOAD CLASSIFICATION CONNECTED DEMAND ESTIMATED PANEL TOTALS TOTAL AMPS:36 A 36 A 36 A TOTAL LOAD:4 kVA 4 kVA 4 kVA 41 42 39 40 37 38 35 36 33 34 31 32 29 30 27 28 25 26 23 -- -- -- -- -- 0.6 0.0 1 20 A MTR MTR 24 21 -- -- -- -- -- 0.6 0.0 1 20 A MTR MTR 22 19 MTR MTR 20 A 3 0.6 0.0 1 20 A MTR MTR 20 17 -- -- -- -- -- 0.8 0.6 -- -- -- -- -- 18 15 -- -- -- -- -- 0.8 0.6 -- -- -- -- -- 16 13 MTR MTR 20 A 3 0.8 0.6 3 20 A MTR MTR 14 11 -- -- -- -- -- 0.6 0.6 -- -- -- -- -- 12 9 -- -- -- -- -- 0.6 0.6 -- -- -- -- -- 10 7 MTR MTR 20 A 3 0.6 0.6 3 20 A MTR MTR 8 5 -- -- -- -- -- 0.6 0.8 -- -- -- -- -- 6 3 -- -- -- -- -- 0.6 0.8 -- -- -- -- -- 4 1 MTR MTR 20 A 3 0.6 0.8 3 20 A MTR MTR 2 # BT LOAD DESCRIPTION LT BKR P PHASE A kVA PHASE B kVA PHASE C kVA P BKR LT LOAD DESCRIPTION BT # FED FROM:DISTRIBUTION BUS AMPS: MAINS AMPS: MAINS TYPE: SPECIAL: MOUNTING:SURFACE A.F.C....SEE SHORT CIRCUIT STUDY LOCATION:ELECTRICAL ROOM A127 VOLTAGE:208Y/120 V. 3 ø 4 W. PANELBOARD: L-3 FINAL CD SET DRAFT NOT FOR CONSTRUCTION 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, 4000K, 4000 LUMENS MVOLT RECESSED (GRID)MATTE WHITE ENAMEL FINISH 0-10V DIMMING LITHONIA: ENVEX SERIES METALUX: 24ID SERIES VISCOR: OCRV SERIES SPITZER: EDGE SERIES C 4' LINEAR LED 18W, LED, 80 CRI, 4000K, 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, 4000K, 1500 LUMENS MVOLT RECESSED (GRID) SEMI-SPECULAR CLEAR 0-10V DIMMING GOTHAM: EVO SERIES HALO COMM: HC6 SERIES LIGHTOLIER: 6RN SERIES ELITE: HH6 SERIES PRESCOLITE: LFR-6RD SERIES D1 6'' ROUND LED DOWNLIGHT, WHITE ANTIMICROBIAL FINISH LED, 80 CRI, 4000K, 1500 LUMENS MVOLT RECESSED SEMI-SPECULAR, CLEAR POLYCARBONATE LENS DETENTION GRADE, WET LOCATION LISTED, TAMPER PROOF HARDWARE LUMINAIRE: VRDL4-GB-MIN1-NLIGHT-1500LM-MD-40K-80CRI-MVOLT-CPL-AMF-TXSD PA-CO LIGHTING: MDA6 SERIES D2 6'' SQUARE LED DOWNLIGHT LED, 80 CRI, 4000K, 1500 LUMENS MVOLT RECESSED SEMI-SPECULAR, CLEAR 0-10V DIMMING GOTHAM: EVO 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 E1 EXIT SIGN, DUAL FACE 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 G 4' INDUSTRIAL STRIP 41W, LED, 80 CRI, 4000K, 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 ELITE: 4OEC SERIES H 4' LINEAR LED, DIRECT/INDIRECT 18W, LED, 80 CRI, 4000K, 1000 LMF UP & 1000 LMF DOWN 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 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. B RECESSED 2X2 TROFFER 35W, LED, 80 CRI, 4000K, 4000 LUMENS MVOLT RECESSED (GRID) MATTE WHITE ENAMEL FINISH 0-10V DIMMING LITHONIA: ENVEX SERIES METALUX: 22ID SERIES VISCOR: OCRV SERIES SPITZER: EDGE SERIES 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 10/5/2023 3:29:08 PMAutodesk Docs://232010 - MN CI Cottage Grove - New Utility Building/232010 New Utility Building Elec.rvt12" = 1'-0"Central: Autodesk Docs://232010 - MN CI Cottage Grove - New Utility Building/232010 New Utility Building Elec.rvtCITY OF COTTAGE GROVE NEW UTILITY & ENGINEERING BUILDING E6.10 LUMINAIRE SCHEDULE 12800 RAVINE PKWY COTTAGE GROVE, MN 55016 XXXX IDEAL AVENUE COTTAGE GROVE, MN 55016 S MCNAMARA D PETERSON Issue Date 232010 MINNESOTA Issue Date BRADLEY R. JOHANNSEN 43936 PROFESSIONAL ENGINEER Revisions Description Date Num FINAL CD SET DRAFT NOT FOR CONSTRUCTION GENERAL SCHEDULE NOTES A. OBTAIN SHOP DRAWINGS OF EQUIPMENT AND COMPARE CONNECTION, LOAD, AND VOLTAGE INFORMATION TO CONTRACT DOCUMENTS BEFORE INSTALLING FEEDER CONDUITS. NOTIFY ARCHITECT OF ANY DISCREPANCIES. BEFORE MAKING EQUIPMENT POWER CONNECTIONS, COMPARE EQUIPMENT NAMEPLATE DATA TO SHOP DRAWINGS AND CONTRACT DOCUMENTS. NOTIFY ARCHITECT/ENGINEER OF ANY DISCREPANCIES. B. PROVIDE RK1 FUSING FOR FUSIBLE DISCONNECTS SIZED AT 130% OF MOTOR FLC. C. SIZE OVERLOAD PROTECTION BASED ON ACTUAL NAMEPLATE DATA OF EQUIPMENT. D. MANUAL MOTOR STARTERS (MMS) TO BE SQUARE D FRACTIONAL HP MANUAL STARTERS WITH MELTING ALLOY TYPE THERMAL OVERLOAD OR APPROVED EQUAL. PROVIDE TOGGLE SWITCH WITH HANDLE GUARD AND RED PILOT LIGHT. E. WHEN STARTERS ARE PROVIDED BY ELEC PROVIDE A NON-REVERSING FVNR COMBINATION STARTER WITH FUSIBLE DISCONNECT UNLESS NOTED OTHERWISE. PROVIDE 120V CONTROL CIRCUIT WITH TRANSFORMER, (2) AUXILIARY CONTACTS, HOA SELECTOR SWITCH AND RED RUNNING PILOT LIGHT. 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 AHU-1A AIR HANDLING UNIT: SUPPLY FAN 20 HP 208/3 1 1" EMT 3 4 AWG 8 AWG CU THHN ELEC ELEC SIZE 3 MTR ELEC ELEC FS 100A MTR MECH AHU-1A AHU-1B AIR HANDLING UNIT: RETURN FAN 7.5 HP 208/3 1 3/4" EMT 3 10 AWG 10 AWG CU THHN ELEC ELEC SIZE 1 MTR ELEC ELEC FS 60A MTR MECH AHU-1B CRU-1 COMPUTER ROOM UNIT HP 208/3 #VALUE! #VALUE! #VALUE!#VALUE! #VALUE! #VALUE! #VALUE! CU THHN ELEC ELEC #N/A MTR ELEC ELEC FS #N/A MTR MECH CRU-1 CU-1 CONDENSING UNIT 198.9 MCA 208/3 1 2" EMT 3 3/0 AWG 6 AWG CU THHN MFR MFR MTR ELEC ELEC FS 200A MTR MECH CU-1 DF-1 DESTRATIFICATION FAN .055 KVA 120/1 1 3/4" EMT 2 12 AWG 12 AWG 12 AWG CU THHN ELEC ELEC MMS 15A MTR MECH DF-1 DF-2 DESTRATIFICATION FAN .055 KVA 120/1 1 3/4" EMT 2 12 AWG 12 AWG 12 AWG CU THHN ELEC ELEC MMS 15A MTR MECH DF-2 DF-3 DESTRATIFICATION FAN .055 KVA 120/1 1 3/4" EMT 2 12 AWG 12 AWG 12 AWG CU THHN ELEC ELEC MMS 15A MTR MECH DF-3 DF-4 DESTRATIFICATION FAN .055 KVA 120/1 1 3/4" EMT 2 12 AWG 12 AWG 12 AWG CU THHN ELEC ELEC MMS 15A MTR MECH DF-4 DF-5 DESTRATIFICATION FAN .055 KVA 120/1 1 3/4" EMT 2 12 AWG 12 AWG 12 AWG CU THHN ELEC ELEC MMS 15A MTR MECH DF-5 DF-6 DESTRATIFICATION FAN .055 KVA 120/1 1 3/4" EMT 2 12 AWG 12 AWG 12 AWG CU THHN ELEC ELEC MMS 15A MTR MECH DF-6 DF-7 DESTRATIFICATION FAN .055 KVA 120/1 1 3/4" EMT 2 12 AWG 12 AWG 12 AWG CU THHN ELEC ELEC MMS 15A MTR MECH DF-7 DF-8 DESTRATIFICATION FAN .055 KVA 120/1 1 3/4" EMT 2 12 AWG 12 AWG 12 AWG CU THHN ELEC ELEC MMS 15A MTR MECH DF-8 DF-9 DESTRATIFICATION FAN .055 KVA 120/1 1 3/4" EMT 2 12 AWG 12 AWG 12 AWG CU THHN ELEC ELEC MMS 15A MTR MECH DF-9 DF-10 DESTRATIFICATION FAN .055 KVA 120/1 1 3/4" EMT 2 12 AWG 12 AWG 12 AWG CU THHN ELEC ELEC MMS 15A MTR MECH DF-10 DF-11 DESTRATIFICATION FAN .055 KVA 120/1 1 3/4" EMT 2 12 AWG 12 AWG 12 AWG CU THHN ELEC ELEC MMS 15A MTR MECH DF-11 DF-12 DESTRATIFICATION FAN .055 KVA 120/1 1 3/4" EMT 2 12 AWG 12 AWG 12 AWG CU THHN ELEC ELEC MMS 15A MTR MECH DF-12 EF-1 EXHAUST FAN 1/6 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 1/6 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 1/6 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 EF-4 EXHAUST FAN 1/6 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-4 EF-5 EXHAUST FAN 1.5 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 EF-5 EF-6 EXHAUST FAN 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 EF-6 EF-7 EXHAUST FAN 1.5 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 EF-7 EF-8 EXHAUST FAN 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 EF-8 EF-9 EXHAUST FAN 1.5 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 EF-9 EF-10 EXHAUST FAN 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 EF-10 EF-11 EXHAUST FAN 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 EF-11 EF-12 EXHAUST FAN 1.5 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 EF-12 EF-13 EXHAUST FAN 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 EF-13 EF-14 EXHAUST FAN 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 EF-14 MAU-1 MAKE-UP AIR UNIT 20 HP 208/3 1 1" EMT 3 4 AWG 8 AWG CU THHN ELEC ELEC SIZE 3 MTR ELEC ELEC FS 100A MTR MECH MAU-1 B-1 BOILER 1 KVA 120/1 1 3/4" EMT 2 12 AWG 12 AWG 12 AWG CU THHN ELEC ELEC MMS 15A MTR MECH B-1 B-2 BOILER 1 KVA 120/1 1 3/4" EMT 2 12 AWG 12 AWG 12 AWG CU THHN ELEC ELEC MMS 15A MTR MECH B-2 GMU-1 GLYCOL MAKE-UP UNIT 1 KVA 120/1 1 3/4" EMT 2 12 AWG 12 AWG 12 AWG CU THHN ELEC ELEC MMS 15A MTR MECH GMU-1 IR-1 INFRARED RADIANT HEATER .3 KVA 120/1 1 3/4" EMT 2 12 AWG 12 AWG 12 AWG CU THHN ELEC ELEC MMS 15A MTR MECH IR-1 IR-2 INFRARED RADIANT HEATER .3 KVA 120/1 1 3/4" EMT 2 12 AWG 12 AWG 12 AWG CU THHN ELEC ELEC MMS 15A MTR MECH IR-2 IR-3 INFRARED RADIANT HEATER .3 KVA 120/1 1 3/4" EMT 2 12 AWG 12 AWG 12 AWG CU THHN ELEC ELEC MMS 15A MTR MECH IR-3 IR-4 INFRARED RADIANT HEATER .3 KVA 120/1 1 3/4" EMT 2 12 AWG 12 AWG 12 AWG CU THHN ELEC ELEC MMS 15A MTR MECH IR-4 IR-5 INFRARED RADIANT HEATER .3 KVA 120/1 1 3/4" EMT 2 12 AWG 12 AWG 12 AWG CU THHN ELEC ELEC MMS 15A MTR MECH IR-5 IR-6 INFRARED RADIANT HEATER .3 KVA 120/1 1 3/4" EMT 2 12 AWG 12 AWG 12 AWG CU THHN ELEC ELEC MMS 15A MTR MECH IR-6 IR-7 INFRARED RADIANT HEATER .3 KVA 120/1 1 3/4" EMT 2 12 AWG 12 AWG 12 AWG CU THHN ELEC ELEC MMS 15A MTR MECH IR-7 IR-8 INFRARED RADIANT HEATER .3 KVA 120/1 1 3/4" EMT 2 12 AWG 12 AWG 12 AWG CU THHN ELEC ELEC MMS 15A MTR MECH IR-8 IR-9 INFRARED RADIANT HEATER .3 KVA 120/1 1 3/4" EMT 2 12 AWG 12 AWG 12 AWG CU THHN ELEC ELEC MMS 15A MTR MECH IR-9 IR-10 INFRARED RADIANT HEATER .3 KVA 120/1 1 3/4" EMT 2 12 AWG 12 AWG 12 AWG CU THHN ELEC ELEC MMS 15A MTR MECH IR-10 IR-11 INFRARED RADIANT HEATER .3 KVA 120/1 1 3/4" EMT 2 12 AWG 12 AWG 12 AWG CU THHN ELEC ELEC MMS 15A MTR MECH IR-11 IR-12 INFRARED RADIANT HEATER .3 KVA 120/1 1 3/4" EMT 2 12 AWG 12 AWG 12 AWG CU THHN ELEC ELEC MMS 15A MTR MECH IR-12 VP-1 INFRARED RADIANT HEATER 3/4 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 VP-1 VP-2 INFRARED RADIANT HEATER 3/4 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 VP-2 UH-1 UNIT HEATER 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 UH-2 UNIT HEATER 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-2 UH-3 UNIT HEATER 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-3 CUH-1 CABINET UNIT HEATER 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 CUH-1 P-1 PUMP 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 P-1 P-2 PUMP 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 P-2 P-3 PUMP 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 P-3 P-4 PUMP 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-4 WH-1 WATER HEATER 1 KVA 120/1 1 3/4" EMT 2 12 AWG 12 AWG 12 AWG CU THHN ELEC ELEC MMS 15A MTR MECH WH-1 WH-2 WATER HEATER 1 KVA 120/1 1 3/4" EMT 2 12 AWG 12 AWG 12 AWG CU THHN ELEC ELEC MMS 15A MTR MECH WH-2 AC-1 AIR COMPRESSOR 7.5 HP 208/3 1 3/4" EMT 3 10 AWG 10 AWG CU THHN ELEC ELEC SIZE 1 MTR ELEC ELEC FS 60A MTR MECH AC-1 GENERAL NOTES: A. ALL FUSE SIZES/BREAKER TRIPS ARE ESTIMATED. CONTRACTOR TO FIELD VERIFY INSTALLED MOTOR REQUIREMENTS. 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 10/5/2023 3:29:09 PMAutodesk Docs://232010 - MN CI Cottage Grove - New Utility Building/232010 New Utility Building Elec.rvtAs indicatedCentral: Autodesk Docs://232010 - MN CI Cottage Grove - New Utility Building/232010 New Utility Building Elec.rvtCITY OF COTTAGE GROVE NEW UTILITY & ENGINEERING BUILDING E6.20 MOTOR SCHEDULE 12800 RAVINE PKWY COTTAGE GROVE, MN 55016 XXXX IDEAL AVENUE COTTAGE GROVE, MN 55016 S MCNAMARA D PETERSON Issue Date 232010 MINNESOTA Issue Date BRADLEY R. JOHANNSEN 43936 PROFESSIONAL ENGINEER Revisions Description Date Num FINAL CD SET DRAFT NOT FOR CONSTRUCTION PANEL NAME VOLTAGE AND PHASE FEEDER FED FROM SWITCHBOARDS AND PANELBOARDS NOTE A. PROVIDE LABELS FOR ALL ELECTRICAL EQUIPMENTS BEING INSTALLED, INCLUDING SWITCHBOARDS, PANELBOARDS, SAFETY SWITCHES, TRANSFORMERS, ETC. B. FEEDER TO BE IN THE FOLLOWING FORM: (1) 1/2"C, 2#12+1#12G. C. PROVIDE WHITE LETTERS ON BLACK BACKGROUND FOR EQUIPMENT ON NORMAL POWER. D. PROVIDE WHITE LETTERS ON RED BACKGROUND FOR EQUIPMENT ON EMERGENCY POWER. E. VERIFY ACCURACY OF ALL INFORMATION WITH ENGINEER PRIOR TO FABRICATION. 0.30" TYP 0.02" TYPENGRAVED PLASTIC LABEL 6" X 3", TYPICAL. SECURE WITH ADHESIVE OR SCREWS, TYPICAL. XFMR NAME PRIMARY & SECONDARY VOLTAGE. FEEDER FED FROM TRANSFORMERS 0.30" TYP 0.02" TYPEQUIPMENT ID VOLTAGE AND PHASE AMPS/POLES/FUSE SIZE & TYPE FED FROM SAFETY SWITCHES 0.30" TYP 0.02" TYPFEEDER DATA FA BAS HAND MARK CMU WALL WITH PERMANENT MARKER TO INDICATE PURPOSE OF EACH SLEEVE. PROVIDE BUSHED 2" EMT SLEEVE. PROVIDE ADDITIONAL SLEEVES AS REQUIRED IN HEAVILY CABLED AREAS. PROVIDE (2) BUSHED 3/4" EMT SLEEVES • PROVIDE FIRE AND/OR SOUND CANCELING AT EACH CONDUIT AT COMPLETION OF CABLING. • CENTER IN CMU BLOCK ABOVE DOOR WHEN APPLICABLE. GENERAL NOTES MISC WATER COOLER TO 208V/120V PANEL AS INDICATED PROVIDE GFI RECEPTACLE ON WALL. WIRE TO RECEPTACLES, EXTENDING GFI PROTECTION TO DEVICES DOWNSTREAM AND THE RESET FUNCTION AFFECTS DOWNSTREAM DEVICES. LABEL RECEPTACLE AS WATER COOLER. MOUNT 18" AFF UNLESS INDICATED OTHERWISE. PROVIDE A RECEPTACLE BEHIND EACH WATER COOLER. COORDINATE DEVICE LOCATION AND MOUNT HEIGHT TO BE CONCEALED BEHIND COOLER. REFER TO FLOOR PLANS FOR NUMBER OF DEVICES. CONNECT TO EITHER GFI RECEPTACLE OR GFI "BLANK FACE" AS INDICATED ON PLANS. KEYED NOTES: GFI TO 208V/120V PANEL AS INDICATED "BLANK FACE" GFI 3 PROVIDE REMOTE "BLANK FACE" GFCI DEVICE, LEVITON 7590 OR EQUAL. EXTENDING GFI PROTECTION TO DEVICES DOWNSTREAM AND THE RESET FUNCTION AFFECTS DOWNSTREAM DEVICES. LABEL AS WATER COOLER. MOUNT 46" AFF UNLESS INDICATED OTHERWISE. ONE OR THE OTHER 21 1 2 3 TYPICAL LOCATIONS CLASSROOMS WINGS, PC LAB, GYM CONFERENCE IT ROOMS SL-3 SL-2 SL-1 SL-4 (1) 2" (2) 4" (1) 2" (4) 4" DATA/PA FA BAS (1) 3/4" (1) 3/4" (1) 3/4" N/A (1) 3/4" (1) 3/4" (1) 3/4" (1) 3/4" MISC (1) 3/4" (1) 3/4" (1) 3/4" (1) 3/4" TYPE BATHROOMS SL-5 N/A (1) 3/4" (1) 3/4" N/A OFFICE SL-6 (1) 2"N/A (1) 3/4" (1) 3/4" STORAGE, VESTIBULE SL-7 (1) 3/4"N/A (1) 3/4" N/A GYM/CLASS BELOW I.T.SL-8 (4) 4"(1) 3/4" (1) 3/4" (1) 3/4" LL MECHANICAL SL-9 (1) 3/4" (1) 3/4" (1) 2" (1) 3/4" DOCK SL-10 (1) 3/4"(1) 2 1/2" (1) 2" (1) 3/4" CABLING SLEEVE SCHEDULE OCC. SENSOR 0-10V DIMMER SWITCH 120V LINE VOLTAGE 0-10V DIMMING ROOM CONTROLLER CAT 5E CAT 5E 0-10V LED DRIVER LOAD 120V LINE VOLTAGE 0-10V CONTROL WIRING 1. SEE EACH ROOM FOR DEVICES REQUIRED. LOW VOLTAGE LIGHTING CONTROLS NOTES PHOTO- CELL CONDUIT, SEE RISER FOR SIZES AND QUANTITIES (TYP) CRUSHED STONE 6" MIN 6" WIDE ORANGE DETECTABLE WARNING TAPE 12" BELOW GRADE FINISHED GRADE COMPACTED ENGINEERED FILL (TYP) 24" MIN BOTTOM OF TRENCH NOTES: 1. PROVIDE PULL LINE IN EACH SPARE CONDUIT. 2. PROVIDE WUNPEECE DUCT SPACERS WITH 2" SPACING BETWEEN CONDUITS. PROVIDE 6' O.C. TO MAINTAIN CONDUIT SPACING, BEGINNING 1'-0" FROM END OF DUCT. 3. MAINTAIN MINIMUM OF 12" CLEARANCE FROM OTHER UTILITIES (WATER, FIRE, COMMUNICATION, ETC) THAT ARE LOCATED IN THE SAME TRENCH. 4. SEE RISER DIAGRAMS FOR QUANTITIES AND SIZES OF EACH CONDUIT. 2" MIN 2" MIN (TYP) 3" MIN FINISHED FLOOR4" 12" 20" 28" 36" 44" 52" 60" 68" 76" 84" 92"90" 48" 40" 32" 24" 16" 8" 96" 88" 80" 72" 64" 56" 46" 38" 30" 22" 14" 6" 94" 86" 78" 70" 62" 54" 100" 18" 88" 44" 20" 90" 46" 18" 29" 36" 46" 1. MOUNTING HEIGHT FOR BACKBOXES MOUNT LOW IN WALL. 2. MOUNTING HEIGHT FOR BACKBOXES MOUNTED NEAR MIDDLE OF WALL, INCLUDING DEVICES SUCH AS TOGGLE SWITCHES. 3. MOUNTING HEIGHT FOR BACKBOXES MOUNTED HIGH IN WALL. 4. STANDARD COUNTER TOP. 5. STANDARD COUNTER TOP BACK SPLASH HEIGHT. 6. STANDARD DESK TOP. 7. STANDARD DESK TOP BACK SPLASH HEIGHT. A. MOUNTING HEIGHT OF STANDARD BACKBOXES ONLY. REFER TO DRAWINGS AND DETAILS FOR MOUNTING HEIGHT OF OTHER BACKBOXES. NUMBER NOTES: GENERAL NOTES: STANDARD BACKBOX MOUNTING HEIGHTS 2 3 5 4 1 1 2 3 1 6 7 2 3 TIN PLATED COPPER GROUND BAR. 1/4" THICK X 4" TALL X 24" LONG, HOLE CENTERS TO MATCH NEMA DOUBLE LUG CONFIGURATION WALL MOUNTING BRACKET TWO-HOLE CRIMP TYPE CONNECTORS SIZED AS REQUIRED TO FIT GROUND CABLES. 2 OR 3 HOLE CONFIGURATION INSULATOR NOTES: 1. PROVIDE EXOTHERMIC WELD CONNECTIONS AND BOLTED LUG CONNECTIONS AS PER SPECIFICATIONS. 2. REFER TO TELECOMMUNICATION GROUND BUS DETAIL FOR REQUIREMENTS IN TELECOMMUNICATION ROOMS.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 10/5/2023 3:29:10 PMAutodesk Docs://232010 - MN CI Cottage Grove - New Utility Building/232010 New Utility Building Elec.rvtAs indicatedCentral: Autodesk Docs://232010 - MN CI Cottage Grove - New Utility Building/232010 New Utility Building Elec.rvtCITY OF COTTAGE GROVE NEW UTILITY & ENGINEERING BUILDING E7.00 ELECTRICAL DETAILS 12800 RAVINE PKWY COTTAGE GROVE, MN 55016 XXXX IDEAL AVENUE COTTAGE GROVE, MN 55016 S MCNAMARA D PETERSON Issue Date 232010 MINNESOTA Issue Date BRADLEY R. JOHANNSEN 43936 PROFESSIONAL ENGINEER N.T.S. EQUIPMENT LABELSC5 N.T.S. CABLING SLEEVES DETAILB3 N.T.S. ELECTRIC WATER COOLER DETAILB7 N.T.S CABLING SLEEVES DETAIL AND SCHEDULEC3 Revisions Description Date Num N.T.S. GENERAL LOW VOLTAGE LIGHTING CONTROLSD3 N.T.S. UNDERGROUND CONDUIT DETAIL - ELECTRICAL SERVICE AND GENERATORD6 N.T.S. STANDARD BACKBOX MOUNTING HEIGHTF6N.T.S. GROUND BUSF3 FINAL CD SET DRAFT NOT FOR CONSTRUCTION S FS KEYED SHEET NOTES 1. PROVIDE 19"W X84"H 2-POST RACK(S), 45 RACK MOUNTING UNITS (RMU) TELECOMMUNICATION RACK. PROVIDE RACK QUANTITIES AS REQUIRED TO ACCOMMODATE ALL DATA/VOICE EQUIPMENT. BOLT TO FLOOR WHEN COMPLETE. VERIFY EXACT CONFIGURATION WITH OWNER PRIOR TO ANY WORK. 2. PROVIDE 48-PORT MODULAR PATCH PANELS IN QUANTITIES AS REQUIRED TO ACCOMMODATE ALL VOICE AND DATA OUTLETS INDICATED ON PLANS PLUS 15% ADDITIONAL SPARE CAPACITY. 3. PROVIDE HORIZONTAL CABLE MANAGEMENT PANELS. ALL CABLES IN RACK SHALL BE COVERED. PROVIDE QUANTITIES AS REQUIRED IN EACH RACK. 4. PROVIDE CATEGORY CABLE PATCH CORD QUANTITIES AS PER SPECIFICATIONS. VERIFY EXACT PATCH CORD LENGTH AND COLOR WITH THE OWNER PROIR TO PROVIDING. 5. PROVIDE FIBER OPTIC DISTRIBUTION CENTER (FDC) WITH CONNECTORS AS INDICATED IN SPECIFICATIONS. PROVIDE FIBER PATCH CORD QUANTITIES AS PER SPECIFICATIONS. 6. PROVIDE VERTICAL WIRE MANAGEMENT AS PER SPECIFICATIONS. ALL CABLE IN RACK SHALL BE COVERED; PROVIDE WIRE MINDERS AS NEEDED. 7. PROVIDE/REINSTALL/RETERMINATE FIBER DATA BACKBONE AS SPECIFIED. SEE TELECOM BACKBONE DIAGRAMS AND REFER TO DIVISION 27 SPECIFICATIONS. 8. PROVIDE RACK MOUNTED VERTICAL PLUG STRIP. PROVIDE QUANTITIES AS REQUIRED IN EACH RACK TO POWER EQUIPMENT. 9. PROVIDE ADEQUATE SPACE IN THE BOTTOM OF OWNER EQUIPMENT RACK FOR UPS. NUMBERED NOTES - DATA RACK/CABINET DETIAL 6 7 DATA RACK FRONT DATA RACK 5 1 2 4 3 8 UPS9 OWNER EQUIPMENT OWNER EQUIPMENT OWNER EQUIPMENT 1 2 3 4 59 6 7 8 10 10 L-2/9L-2/11L-2/8L-2/10L-2/12L-2/13 1. PROVIDE 3/4" FIRERATED PLYWOOD ON ALL WALLS, 8" AFF TO 8'8" AFF. 2. PROVIDE SBB AT 96" AFF, NEXT TO LADDER RACKING. 3. (2) 4" CONDUITS STUBBED 24" AFF WITH BUSHING FROM COMMUNICATION HANDHOLE. 4. 19"W X 84"H 2-POST RACK, 45 RACK MOUNTING UNITS (RMU) TELECOMMUNICATION RACK. PROVIDE RACK QUANTILES PER DIAGRAM TO ACCOMMODATE ALL DATA/VOICE EQUIPMENT. TEST FIT CONFIGURATION AND VERIFY WITH DESIGNER PRIOR RO BOLTING RACK TO FLOOR. 5. LOCATION FOR PROVIDERS ANALOG/DIGITAL FEEDER EQUIPMENT AND BLOCKS. PROVIDE WALL MOUNTED 110 BLOCKS WITH MANAGEMENT TROUGHS. PROVIDE (6) 4 PAIR CAT 6 EXTENSION FROM THIS WALL TO A NEW 24 PORT PATCH PANEL. PIN OUT 2 PAIR PER JACK IN USOC FORMAT. DIV 26 PROVIDE DEDICATED QUAD OUTLET FOR PROVIDER EQUIPMENT POWER. 6. DIV 27 PROVIDE 18" WIDE LADDER RACKING AND ASSOCIATED MOUNTING HARDWARE 6" ABOVE RACKING PER PLAN LAYOUT. 7. DAS (REPEATER) EQUIPMENT. PROVIDE DEDICATED DUPLEX OUTLET. 8. ACCESS CONROL CABINETS BY OWNER. PROVIDE DEDICATED POWER (DIV 26). PROVIDE 2 DATA FOR NETWORK CONNECTIVITY (DIV 27). 9. LOCATION FOR SERVICE PROVIDER'S COAX TV TAP/SPLITTERS. 10. DIV 26 PROVIDE 4" SLEEVES AS NECESSARY TO ACCOMMODATE 40% FILL RATION. ACCESS CONTROL AND SPEAKER CABLING SHALL NOT SHARE SAME SLEEVES. SBB MOUNTED AT +96" AFF WITH MIN DIMENSIONS OF 0.25" THICK X 4" WIDE AND VARIABLE LENGTH WITH ROOM FOR 150% GROWTH (PROVIDED BY DIV. 26) WALL MOUNTING BRACKET TWO HOLE COMPRESSION LUGS (PROVIDED BY DIV. 26 AND 27) INSULATOR #6 AWG STRANDED GREEN WIRE TO EACH EQUIPMENT RACK/ENCLOSURE (TYP) (PROVIDED BY DIV. 27) (3) NACEG-MIN. #6 AWG WIRE (1) PHASED GREEN TO NEAREST ELECTRICAL PANEL. (1) TO BUILDING VERTICAL STEEL. (1) TO TELECOMMUNICATIONS BONDING BACKBONE. SIZE CONDUCTOR APPROPRIATE TO ANSI/TIA-607 GUIDELINES (PROVIDED BY DIV 26.) CABLE RUNWAY BOND CABLE RUNWAY TO BUSBAR (DIV. 27) NOTES: 1. SECONDARY BONDING BUSBAR (SBB) FOR THE TELECOMMUNICATIONS GROUNDING AND BONDING SYSTEM 2. SBB SHALL MEET ANSI/TIA-607 (CURRENT EDITION) REQUIREMENTS FOR NETWORK SYSTEMS BONDING APPLICATIONS. 3. IDENTIFY BUSBAR TO MEET ANSI/TIA-606 LABELING STANDARDS. PBB MAIN ELEC RM SIZE ACCORDING TO ANSI/TIA - 607 STANDARD NOTES: 1. DIVISION 26 TO PROVIDE ALL WIRING AND EQUIPMENT SHOWN AS "NEW" ACCORDING TO THE LINE TYPE UNLESS NOTED OTHERWISE. SEE SPECIFICATIONS FOR ADDITIONAL INFORMATION. 2. ELECTRICAL MAIN GROUND BAR = MGB (MGB BY DIV. 26). 3. PRIMARY BONDING BUSBAR = PBB. 4. SECONDARY BONDING BUSBAR = SBB. 5. REFER TO BONDING BUSBAR DETAIL FOR PBB AND SBB REQUIREMENTS 6. TELECOM BONDING BACKBONE = TBB SBB EXOTHERMIC WELD, TYPICAL. #6 AWG TO CONDUITS AND EACH EQUIPMENT RACK/ENCLOSURE AND LADDER TRAY. TYPICAL #6 AWG EXOTHERMIC WELD TO BUILDING VERTICAL STEEL, TYPICAL. #6 AWG, TYPICAL. NEAREST PANEL (TYP) PDTR1 B176 SBB PDMER B005 TBB. SIZE ACCORDING TO ANSI/TIA - 607 STANDARD EXISTING DEMO NEW LEGEND TBB. SIZE ACCORDING TO ANSI/TIA - 607 STANDARD NEAREST PANEL (TYP) CHTR1 A202 SBB NEAREST PANEL (TYP) TO OTHER SBB TIE INTO TBB SBB 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 10/5/2023 3:29:11 PMAutodesk Docs://232010 - MN CI Cottage Grove - New Utility Building/232010 New Utility Building Elec.rvtAs indicatedCentral: Autodesk Docs://232010 - MN CI Cottage Grove - New Utility Building/232010 New Utility Building Elec.rvtCITY OF COTTAGE GROVE NEW UTILITY & ENGINEERING BUILDING E7.10 ELECTRICAL DETAILS - SYSTEMS 12800 RAVINE PKWY COTTAGE GROVE, MN 55016 XXXX IDEAL AVENUE COTTAGE GROVE, MN 55016 S MCNAMARA D PETERSON Issue Date 232010 MINNESOTA Issue Date BRADLEY R. JOHANNSEN 43936 PROFESSIONAL ENGINEER N.T.S. DATA RACK DETAILD3 Revisions Description Date Num 1" = 1'-0" DATA ROOMD4 N.T.S. SECONDARY BONDING BUSBAR (SBB)C1 N.T.S. TELECOMMUNICATIONS GROUNDING AND BONDING SYSTEM DETAILF1 NTS TYPICAL LADDER RACK BONDING JUMPER DETAILD1 NTS TYPICAL TR EQUIPMENT RACK GROUNDING & BONDING DETAILF6 FINAL CD SET DRAFT NOT FOR CONSTRUCTION CONDUIT STUBBED INTO ACCESSIBLE CEILING SPACE (PROVIDED BY DIV. 26) 1-GANG, 3" DEEP BOX WITH 1-GANG PLATE. BOX PROVIDED BY DIV. 26. MOUNT AT 46". 90 DEGREE SWEEP WITH NYLON BUSHING ABOVE CEILING. (PROVIDED BY DIV. 26) DATA JACK. TYPICAL PROVIDE (1) UTP CABLE TO DATA RACK. 1"C WALL PHONE W PROVIDE LABELED COVERPLATE WITH MOUNTING LUGS FOR WALL PHONE. CONDUIT STUBBED INTO ACCESSIBLE CEILING SPACE (PROVIDED BY DIV. 26) 2-GANG, 3" DEEP BOX WITH 1-GANG MUDRING. BOX PROVIDED BY DIV. 26. MOUNT AT 18" UNLESS NOTED OTHERWISE. PROVIDE LABELED COVERPLATE. SEE SPECIFICATION FOR LABELING CONVENTION 90 DEGREE SWEEP WITH NYLON BUSHING ABOVE CEILING. (PROVIDED BY DIV. 26) BLANK INSERT (TYPICAL) 1 1/4"C DATA OUTLET (5 TO 6 CABLES) A. DETAILS TO INDICATE CONDUIT, WIRING AND MOUNTING HEIGHTS. SEE FLOORPLANS FOR LOCATION OF EACH DEVICE. B. SEE DETAILS ON E7X SERIES FOR ADDITIONAL INFORMATION. C. DIVISION 26 TO PROVIDE EMPTY CONDUIT WITH PULLSTRINGS, BACKBOXES AND POWER. DIVISION 27 TO PROVIDE ALL OTHER EQUIPMENT (LABELED WALLPLATE, JACKS, CABLING, ETC) UNLESS INDICATED TO BE PROVIDED BY OTHERS. D. ALL CABLING TO BE PLENUM RATED. E. TERMINATE ALL CABLING ON JACK INSERTS UNLESS OTHERWISE NOTED. F. UTP CABLING FROM EACH JACK INSERT SHALL HOMERUN BACK TO THE MER/TR ROOM INDICATED ON PLANS WITHOUT SPLICES OR TAPS. CABLE LENGTHS SHALL NOT EXCEED 295'. RE-ROUTE AS REQUIRED IF 295' LIMITATION IS EXCEEDED. G. PROVIDE BLANK INSERTS FOR ALL UNUSED PORTS. H. 2- GANG BOX TO BE MINIMUM OF 4 11/16 " X 4 11/16". DEPTH AS INDICATED. I. LABEL TO BE PER SPECIFICATION AND VERIFIED WITH OWNER. GENERAL NOTES: CONDUIT STUBBED INTO ACCESSIBLE CEILING SPACE (PROVIDED BY DIV. 26) 2-GANG, 3" DEEP BOX WITH 1-GANG MUDRING. BOX PROVIDED BY DIV. 26. MOUNT AT 18" UNLESS NOTED OTHERWISE. PROVIDE LABELED COVERPLATE. SEE SPECIFICATION FOR LABELING CONVENTION. 90 DEGREE SWEEP WITH NYLON BUSHING ABOVE CEILING. (PROVIDED BY DIV. 26) PROVIDE UTP CABLES TO DATA RACK. QUANTITIES PER INDICATED NUMBER (#). 1"C DATA OUTLET (1-4 CABLES) BLANK INSERT AS REQUIRED.DATA JACK. TYPICAL (TYPICAL). QUANTITIES PER INDICATED NUMBER. D2 DATA JACK. TYPICAL (TYPICAL). QUANTITIES PER INDICATED NUMBER. PROVIDE UTP CABLES ROUTED TO DATA NETWORK RACK IN TELECOMMUNICATIONS ROOM. QUANTITIES PER INDICATED NUMBER (#). D5 D6 D3D1 WAP PROVIDE (2) CAT 6A CABLE ROUTED TO TELECOMMUNICATIONS ROOM INDICATED ON FLOORPLANS. PROVIDE SERVICE LOOP ABOVE NEAREST ACCESSIBLE CEILING AND COIL IN 'FIGURE EIGHT' PATTERN. SECURE COIL TO STRUCTURE ABOVE CEILING TILE. REFER TO SPECIFICATION FOR LENGTH OF SERVICE LOOP. IN EXPOSED AREAS PROVIDE 1" C. TO JACK. CAT 6A MODULAR DATA JACKS WIRELESS ACCESS POINT DATA JACKS PLENUM-RATED 2 PORT SURFACE MOUNT DATA BOX (BISCUIT). MOUNT TO BAR JOIST ABOVE ACCESSIBLE CEILING. PROVIDE LABEL ON DATA BOX. PROVIDE 1" CONDUIT STUBBED ABOVE ACCESSIBLE CEILING WITH NYLON BUSHINGS. CAT 6 DATA JACK PROVIDE (1) COAXIAL CABLE TO PROVIDER HEADEND. 1"C TV OUTLET TV PROVIDE (2) UTP CABLE TO DATA RACK. RECEPTACLE FOR REFERENCE CONDUIT STUBBED INTO ACCESSIBLE CEILING SPACE (PROVIDED BY DIV. 26) 1-GANG, 3 1/2" DEEP BOX. BOX PROVIDED BY DIV. 26. MOUNT AT 46" AFF. PROVIDE LABELED COVERPLATE. SEE SPECIFICATION FOR LABELING CONVENTION. 90 DEGREE SWEEP WITH NYLON BUSHING ABOVE CEILING. (PROVIDED BY DIV. 26) PROVIDE UTP CABLES TO DATA RACK. 1"C BLANK INSERTS AS REQUIRED. DATA JACK. TYPICAL (TYPICAL). RS ROOM SCHEDULING DEVICE D4 2-GANG, 3" DEEP BOX WITH 1-GANG PLATE. BOX PROVIDED BY DIV. 26. MOUNT AT SAME HEIGHT AS ADJACENT DUPLEX RECEPTACLE FOR TV. PROVIDE LABELED COVERPLATE. COAXIAL INSERT CAT 6 DATA JACK PROVIDE (2) CAT 6A CABLE ROUTED TO TELECOMMUNICATIONS ROOM INDICATED ON FLOORPLANS. PROVIDE SERVICE LOOP ABOVE NEAREST ACCESSIBLE CEILING AND COIL IN 'FIGURE EIGHT' PATTERN. SECURE COIL TO STRUCTURE ABOVE CEILING TILE. REFER TO SPECIFICATION FOR LENGTH OF SERVICE LOOP. IN EXPOSED AREAS PROVIDE 1" C. TO JACK. CAT 6A MODULAR DATA JACKS PLENUM-RATED 2 PORT SURFACE MOUNT DATA BOX (BISCUIT). MOUNT TO BAR JOIST ABOVE ACCESSIBLE CEILING. PROVIDE LABEL ON DATA BOX. CAMERA S S S FURNITURE PLATE (1-4 CABLES) D2 D3D1 D4 PROVIDE UTP CABLES TO DATA RACK. QUANTITIES PER INDICATED NUMBER (#). S DOOR CONTACT BY OTHERS ACCESSIBLE CEILING (OR STRUCTURAL CEILING IF NO ACCESSIBLE CEILING PRESENT) ELECTRIC POWER TRANSFER (EPT) BY OTHERS LOW VOLTAGE CABLING TO NEAREST SECURITY PANEL. DC HINGED SIDE 1/2" CONDUIT FOR PANIC HARDWARE 1/2" CONDUIT FOR DOOR CONTACT. PROVIDE REMOVABLE FOAM IN DOOR FRAME TO ALLOW FUTURE DEVICE INSTALLATION AND ACCESS TO CONDUIT AFTER GROUT INSTALLED INTO DOOR FRAME.PANIC HARDWARE OR ELECTRIC LOCK (EL) BY OTHERS S CR SINGLE GANG BOX FOR CARD READER.46" 3/4" CONDUIT FOR CARD READER CABLING TO FIRE ALARM PANEL IF EGRESS DOOR NOTES: 1. ALL EMPTY RACEWAY AND WORK BY DIV. 26. DEVICES MAY BE BY OTHERS WHERE INDICATED. 2. BUSH ALL ENDS AND PROVIDE PULL STRING IN EACH CONDUIT. 3. PROVIDE BLANK STAINLESS STEEL COVERPLATE ON ALL UNUSED BACKBOXES. 4" SQUARE JUNCTION BOX WITH COVER PLATE. DOOR POWER SUPPLY/CONTROLLER BY OTHERS . S ES ELECTRIC STRIKE BY OTHERS 1/2" CONDUIT FOR ELECTRIC STRIKE S EL 120V POWER WHERE INDICATED ON POWER PLANS 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 10/5/2023 3:29:12 PMAutodesk Docs://232010 - MN CI Cottage Grove - New Utility Building/232010 New Utility Building Elec.rvtN.T.S.Central: Autodesk Docs://232010 - MN CI Cottage Grove - New Utility Building/232010 New Utility Building Elec.rvtCITY OF COTTAGE GROVE NEW UTILITY & ENGINEERING BUILDING E7.11 ELECTRICAL DETAILS - SYSTEMS 12800 RAVINE PKWY COTTAGE GROVE, MN 55016 XXXX IDEAL AVENUE COTTAGE GROVE, MN 55016 S MCNAMARA D PETERSON Issue Date 232010 MINNESOTA Issue Date BRADLEY R. JOHANNSEN 43936 PROFESSIONAL ENGINEER NTS TELECOM OUTLET CONFIGURATIONSF1 Revisions Description Date Num N.T.S. DOOR SECURITY ROUGH-INSB5 FINAL CD SET DRAFT NOT FOR CONSTRUCTION COTTAGE GROVE PUBLIC WORKS BUILDINGSUBMITTAL SYSTEM DRAWINGS - OCTOBER 202312800 RAVINE PKWY SOUTHCOTTAGE GROVEMINNESOTA 55016SWCTCCITY OF COTTAGE GROVEAVI JOB #:##### DRAFTER :DWG NUMBER :CHECKED BY :SCALE :SHEET TITLE :CLIENT :JOB NUMBER :ISSUE :ENGINEERED BY :AS BUILTOTHER:REVISIONSNODESCRIPTIONDATEPRELIMINARYPROPOSALSUBMITTALINTEGRATIONA/V SYSTEM DESIGNED & ENGINEERED FOR:THIS DRAWING AND ITS CONTENTS ARETHE ORIGINAL AND UNPUBLISHED WORKOF AVI SYSTEMS. AND MAY NOT BEDUPLICATED, COPIED OR REPRODUCED INANY MANNER OR USED FOR THEINSTALLATION, SERVICE OR SUPERVISIONOF THE SYSTEM OR EQUIPMENT WITHOUTPRIOR WRITTEN CONSENT. IF THEPROPOSED SYSTEM IS NOT PURCHASEDTHIS DRAWING MUST BE RETURNED TO AVISYSTEMS.CABLE #'S :PROJECT NAME :FILE SAVE AS:SUBMITTAL010/06/2023SUBMITTALSWCTCCITY OF COTTAGEGROVE12800 RAVINE PKWY SOUTHCOTTAGE GROVEMINNESOTA 55016LONNIE GARLAND#####CITY OF COTTAGE GROVEPUBLIC WORKS BUILDINGEDEN PRAIRIE, MN 55344PHONE: 952-949-3700 FAX: 952-949-60009675 WEST 76TH STREET, SUITE 200www.avisystems.comMINNEAPOLISK.GUSTAFSONK.GUSTAFSONN/AINDEX SHEETAV000INDEXPAGEDESCRIPTIONCOVER SHEETAV000INDEX, AV SYMBOLS & NOTESAV100FLOOR PLANSAV101CONFERENCE ROOM A111AV102STAFF ROOM A110 DRAFTER :DWG NUMBER :CHECKED BY :SCALE :SHEET TITLE :CLIENT :JOB NUMBER :ISSUE :ENGINEERED BY :AS BUILTOTHER:REVISIONSNODESCRIPTIONDATEPRELIMINARYPROPOSALSUBMITTALINTEGRATIONA/V SYSTEM DESIGNED & ENGINEERED FOR:THIS DRAWING AND ITS CONTENTS ARETHE ORIGINAL AND UNPUBLISHED WORKOF AVI SYSTEMS. AND MAY NOT BEDUPLICATED, COPIED OR REPRODUCED INANY MANNER OR USED FOR THEINSTALLATION, SERVICE OR SUPERVISIONOF THE SYSTEM OR EQUIPMENT WITHOUTPRIOR WRITTEN CONSENT. IF THEPROPOSED SYSTEM IS NOT PURCHASEDTHIS DRAWING MUST BE RETURNED TO AVISYSTEMS.CABLE #'S :PROJECT NAME :FILE SAVE AS:SUBMITTAL010/06/2023SUBMITTALSWCTCCITY OF COTTAGEGROVE12800 RAVINE PKWY SOUTHCOTTAGE GROVEMINNESOTA 55016LONNIE GARLAND#####CITY OF COTTAGE GROVEPUBLIC WORKS BUILDINGEDEN PRAIRIE, MN 55344PHONE: 952-949-3700 FAX: 952-949-60009675 WEST 76TH STREET, SUITE 200www.avisystems.comMINNEAPOLISK.GUSTAFSONK.GUSTAFSONN/AAV SYMBOLS & NOTESAV001DEVICE TYPE:12x12x4 = 12" x 12" x 4" SCREW COVER JUNCTION BOX8x8x4 = 8" x 8" x 4" SCREW COVER JUNCTION BOX6x6x4 = 6" x 6" x 4" SCREW COVER JUNCTION BOX4SQ/1G = 4" x 4" x 2-1/2" SQUARE BOX WITH A 1-GANG MUD RING4SQ/2G = 4" x 4" x 2-1/2" SQUARE BOX WITH A 2-GANG MUD RING1G BOX = 1-GANG DEEP ELECTRICAL BOX2G BOX = 2-GANG DEEP ELECTRICAL BOX3G BOX = 3-GANG 3-1/2" DEEP ELECTRICAL BOX4G BOX = 4-GANG 3-1/2" DEEP ELECTRICAL BOXMODEL NUMBER OF THE EQUIPMENTX = DEVICE ID: / # = DEVICE NUMBERWB = WALL BOXCB = CEILING BOXFB = FLOOR BOXLVC = LOW VOLTAGE CONTROLLERPT = PASS-THRUTP = TOUCH PANELMOUNTING HEIGHT:xx" AFF - INCHES ABOVE FINISH FLOORxx" BFC - INCHES BELOW FINISH CEILINGOUTLET HT - TYPICAL BUILDING OUTLET HEIGHTSWITCH HT - TYPICAL BUILDING SWITCH HEIGHTCEILING - MOUNTED IN THE CEILINGFLOOR - MOUNTED IN THE FLOORALL MEASUREMENTS ARE FROM TO THE CENTER OF DEVICEXDEVICE TYPEMOUNTING HEIGHT#AV SYMBOLS:ELECTRICAL NOTES:1). POWER RECEPTACLES SHOWN ON DRAWINGS ARE DEDICATED TOSPECIFIC AV EQUIPMENT. REFER TO ELECTRICAL & ARCHITECT'SDRAWINGS FOR ADDITIONAL UTILITY POWER RECEPTACLES.2). IF NO AMP IS SHOWN THAT RECEPTACLE IS FOR GENERAL PURPOSE.3). ALL CIRCUITS MUST ORIGINATE FROM THE SAME PANELBOARD TOMINIMIZE THE DIFFERENCE IN GROUND POTENTIALS.4). NO OTHER NON AV DEVICES (LOADS) SHOULD BE SHARING CIRCUITSWITH THE AV SYSTEM.5). AUXILIARY EQUIPMENT GROUNDING (SAFETY) CONDUCTOR SHOULDBE INCLUDED WITH INDIVIDUAL BRANCH CIRCUITS.6). ELECTRICAL FEEDS ARE NOT TO BE RUN PARALLEL WITH AVCONDUITS. IF 20AMP CIRCUIT MUST BE RUN PARALLEL TO AV CONDUITSA MINIMUM OF 24 INCHES OF SEPARATION MUST BE MAINTAINED.7). ALL POWER, CONDUIT AND BOXES ARE TO BE REVIEWED BY THEELECTRICAL CONTRACTOR FOR CODE COMPLIANCE.GENERAL NOTES:1). ALL NETWORK, PHONE, RF FEEDS AND POWER SYMBOLS SHOWN ONTHE DRAWINGS ARE DEDICATED TO SPECIFIC AV EQUIPMENT. REFER TOELECTRICAL, IT AND ARCHITECT'S DRAWINGS FOR ADDITIONALREQUIREMENTS.2). DRAWINGS ARE NOT TO BE USED FOR ARCHITECTURAL OR ENGINEERPURPOSES. DRAWINGS SHOULD ONLY BE USED FOR AV SYSTEMINSTALLATION & COORDINATION WITH OTHER CONTRACTORS.3). ALL BOXES, CONDUITS, POWER, NETWORK, CATV FEEDS ANDFIRESTOP ARE PROVIDED BY OTHER CONTRACTORS UNLESS OTHERWISENOTED.4). ALL MEASUREMENTS ARE TO THE CENTER OF DEVICE UNLESSOTHERWISE NOTED. DEVICES SHALL BE SECURELY MOUNTED PLUMBAND STRAIGHT.5). WHERE EXACT DIMENSIONS ARE NOT INDICATED THE SCALE OFDRAWING IS SUFFICIENTLY ACCURATE FOR DETERMINING THE LOCATIONOF EQUIPMENT, BOXES, POWER, NETWORK & ETC. ANY DEVIATIONSCAUSING CHANGES EXCEEDING 3 INCHES MUST BE COORDINATED WITHAVI & CUSTOMER.6). CONDUITS TO HAVE THE MOST DIRECT PATHWAY. MAINTAIN MINIMUMBEND RADIUS OF 10X OD FOR ALL CONDUITS.7). THERE SHALL BE A MINIMUM OF ONE PULL BOX FOR EVERY 100 FEETOF STRAIGHT CONDUIT AND/OR ONE PULL BOX FOR MORE THAN TWO 90°BENDS OR LESSER BENDS TOTALING 180° IN A CONDUIT RUN.ALL PULLBOXES MUST BE MOUNTED IN ACCESSIBLE SPACE.8). CONDUIT STUB UP SLEEVES THROUGH SLABS 3 INCHES ABOVE FINISHFLOOR AND TO HAVE PLASTIC BUSHING.9). GROUND ALL CONDUITS, BOXES PER THE MANUFACTURER'SRECOMMENDATIONS AND APPLICABLE CODES.10). ALL CONDUITS SHALL BE FURNISHED WITH A PULL STRING.11). CONDUIT PATHWAYS FOR AV CABLES TO BE PROVIDED THRUINACCESSIBLE SPACES. ACCESSIBLE SPACES REQUIRED RINGS ORJ-HOOKS FOR SUPPORTING AV WIRES SPACED AT 6FT APART OR PERLOCAL CODES IF APPLICABLE. CONDUIT & WIRE SUPPORTS PROVIDED BYELECTRICAL CONTRACTOR.AMPS = NUMBER OF AMPS REQUIREDHEIGHT = MOUNTING HEIGHT OR LOCATION# = NUMBER OF RECEPTACLES REQUIREDHEIGHT = MOUNTING HEIGHT OR LOCATION# = NUMBER OF CONNECTIONS REQUIREDHEIGHT = MOUNTING HEIGHT OR LOCATION# = NUMBER OF CONNECTIONS REQUIRED#AMPS###AMPSHEIGHT = MOUNTING HEIGHT OR LOCATION# = NUMBER OF OFE RF CONNECTIONS REQUIREDRF#HEIGHTHEIGHTQUAD RECEPTACLEAMPS = NUMBER OF AMPS REQUIREDHEIGHT = MOUNTING HEIGHT OR LOCATION# = NUMBER OF RECEPTACLES REQUIREDDUPLEX RECEPTACLENETWORK CONNECTIONANALOG PHONE CONNECTIONRF CONNECTIONHEIGHTHEIGHTHEIGHT# = SPEAKER NUMBERS#CEILING SPEAKER# = MICROPHONE NUMBERM#CEILING MICROPHONE DW1AV1011AV102DRAFTER :DWG NUMBER :CHECKED BY :SCALE :SHEET TITLE :CLIENT :JOB NUMBER :ISSUE :ENGINEERED BY :AS BUILTOTHER:REVISIONSNODESCRIPTIONDATEPRELIMINARYPROPOSALSUBMITTALINTEGRATIONA/V SYSTEM DESIGNED & ENGINEERED FOR:THIS DRAWING AND ITS CONTENTS ARETHE ORIGINAL AND UNPUBLISHED WORKOF AVI SYSTEMS. AND MAY NOT BEDUPLICATED, COPIED OR REPRODUCED INANY MANNER OR USED FOR THEINSTALLATION, SERVICE OR SUPERVISIONOF THE SYSTEM OR EQUIPMENT WITHOUTPRIOR WRITTEN CONSENT. IF THEPROPOSED SYSTEM IS NOT PURCHASEDTHIS DRAWING MUST BE RETURNED TO AVISYSTEMS.CABLE #'S :PROJECT NAME :FILE SAVE AS:SUBMITTAL010/06/2023SUBMITTALSWCTCCITY OF COTTAGEGROVE12800 RAVINE PKWY SOUTHCOTTAGE GROVEMINNESOTA 55016LONNIE GARLAND#####CITY OF COTTAGE GROVEPUBLIC WORKS BUILDINGEDEN PRAIRIE, MN 55344PHONE: 952-949-3700 FAX: 952-949-60009675 WEST 76TH STREET, SUITE 200www.avisystems.comMINNEAPOLISK.GUSTAFSONK.GUSTAFSONCONFERENCE ROOM A111AV100FLOOR PLANPLAN VIEW1SCALE: 1/4"=1' WB1G88" AFF12115ASTUB OUT TOACCESSIBLE CEILING1" C.SSMSSM12022514CL ROOMFLOORCEILINGSTRUCTURALOUTLET HTSWITCH HT887258(1) 1" CONDUITSTUB OUT TO ACCESSIBLECEILING SPACE(2) DATA(1) QUAD AC OUTLET24X36" BACKINGPULLOUT COMPONENTSHELFSAMSUNG 98" DISPLAYCHIEF XTM1U MOUNTAVER 550 CAMERA481039718725812243612022514CL ROOMFLOORCEILINGSTRUCTURALOUTLET HTSWITCH HT7258PULLOUT COMPONENTSHELFSAMSUNG 98" DISPLAYCHIEF XTM1U MOUNTAVER 550 CAMERA48103971812022514CL ROOMFLOORCEILINGSTRUCTURALOUTLET HTSWITCH HT88(1) 1" CONDUITSTUB OUT TO ACCESSIBLECEILING SPACE(2) DATA(1) QUAD AC OUTLET24X36" BACKING7258122436DRAFTER :DWG NUMBER :CHECKED BY :SCALE :SHEET TITLE :CLIENT :JOB NUMBER :ISSUE :ENGINEERED BY :AS BUILTOTHER:REVISIONSNODESCRIPTIONDATEPRELIMINARYPROPOSALSUBMITTALINTEGRATIONA/V SYSTEM DESIGNED & ENGINEERED FOR:THIS DRAWING AND ITS CONTENTS ARETHE ORIGINAL AND UNPUBLISHED WORKOF AVI SYSTEMS. AND MAY NOT BEDUPLICATED, COPIED OR REPRODUCED INANY MANNER OR USED FOR THEINSTALLATION, SERVICE OR SUPERVISIONOF THE SYSTEM OR EQUIPMENT WITHOUTPRIOR WRITTEN CONSENT. IF THEPROPOSED SYSTEM IS NOT PURCHASEDTHIS DRAWING MUST BE RETURNED TO AVISYSTEMS.CABLE #'S :PROJECT NAME :FILE SAVE AS:SUBMITTAL010/06/2023SUBMITTALSWCTCCITY OF COTTAGEGROVE12800 RAVINE PKWY SOUTHCOTTAGE GROVEMINNESOTA 55016LONNIE GARLAND#####CITY OF COTTAGE GROVEPUBLIC WORKS BUILDINGEDEN PRAIRIE, MN 55344PHONE: 952-949-3700 FAX: 952-949-60009675 WEST 76TH STREET, SUITE 200www.avisystems.comMINNEAPOLISK.GUSTAFSONK.GUSTAFSONCONFERENCE ROOM A111AV100CONFERENCE ROOM A111PLAN VIEW1SCALE: 3/8"=1'CONFERENCE ROOM A111RCP2SCALE: 3/8"=1'CONFERENCE ROOM A111ELEVATION - COMBINED3SCALE: 3/8"=1'CONFERENCE ROOM A111ELEVATION - EQUIPMENT ONLY4SCALE: 3/8"=1'CONFERENCE ROOM A111ELEVATION - INFRASTUCTURE5SCALE: 3/8"=1' DWWB1G82" AFF12115ASTUB OUT TOACCESSIBLE CEILING1" C.RF10818734CL ROOMFLOORCEILINGSTRUCTURALOUTLET HTSWITCH HT(1) 1" CONDUITSTUB OUT TO ACCESSIBLECEILING SPACE8248667885346678(1) QUAD AC OUTLET24X36" BACKINGPULLOUT COMPONENTSHELFSAMSUNG 75" DISPLAY(2) DATA(1) RF243610818734CL ROOMFLOORCEILINGSTRUCTURALOUTLET HTSWITCH HT4866788534PULLOUT COMPONENTSHELFSAMSUNG 75" DISPLAY10818734CL ROOMFLOORCEILINGSTRUCTURALOUTLET HTSWITCH HT(1) 1" CONDUITSTUB OUT TO ACCESSIBLECEILING SPACE826678(1) QUAD AC OUTLET24X36" BACKING(2) DATA(1) RF2436DRAFTER :DWG NUMBER :CHECKED BY :SCALE :SHEET TITLE :CLIENT :JOB NUMBER :ISSUE :ENGINEERED BY :AS BUILTOTHER:REVISIONSNODESCRIPTIONDATEPRELIMINARYPROPOSALSUBMITTALINTEGRATIONA/V SYSTEM DESIGNED & ENGINEERED FOR:THIS DRAWING AND ITS CONTENTS ARETHE ORIGINAL AND UNPUBLISHED WORKOF AVI SYSTEMS. AND MAY NOT BEDUPLICATED, COPIED OR REPRODUCED INANY MANNER OR USED FOR THEINSTALLATION, SERVICE OR SUPERVISIONOF THE SYSTEM OR EQUIPMENT WITHOUTPRIOR WRITTEN CONSENT. IF THEPROPOSED SYSTEM IS NOT PURCHASEDTHIS DRAWING MUST BE RETURNED TO AVISYSTEMS.CABLE #'S :PROJECT NAME :FILE SAVE AS:SUBMITTAL010/06/2023SUBMITTALSWCTCCITY OF COTTAGEGROVE12800 RAVINE PKWY SOUTHCOTTAGE GROVEMINNESOTA 55016LONNIE GARLAND#####CITY OF COTTAGE GROVEPUBLIC WORKS BUILDINGEDEN PRAIRIE, MN 55344PHONE: 952-949-3700 FAX: 952-949-60009675 WEST 76TH STREET, SUITE 200www.avisystems.comMINNEAPOLISK.GUSTAFSONK.GUSTAFSONSTAFF ROOM A110AV100STAFF ROOM A110PLAN VIEW1SCALE: 3/8"=1'STAFF ROOM A110RCP2SCALE: 3/8"=1'STAFF ROOM A110ELEVATION - COMBINED3SCALE: 3/8"=1'STAFF ROOM A110ELEVATION - EQUIPMENT ONLY4SCALE: 3/8"=1'STAFF ROOM A110ELEVATION - INFRASTUCTURE5SCALE: 3/8"=1' 1 City Council Action Request 7.J. Meeting Date 10/18/2023 Department Engineering Agenda Category Action Item Title Glacial Valley Park - Change Order #2 Staff Recommendation Approve Change Order #2, thereby increasing the contract amount by $52,244.50 for a total contract amount of $2,595,136.44. Budget Implication $52,244.50 from Park Trust Fund Attachments 1. Memo - Glacial Valley Park Change Order 2. Change Order To:Honorable Mayor and City Council Jennifer Levitt, City Administrator From:Joe Fox, PE, Project Engineer Date:October 12, 2023 Re:Glacial Valley Park – Change Order #2 Background/Discussion As the construction at Glacial Valley Park nears completion, the need for additional work, and changes to planned work, around the new building has become apparent. When the first phase of work on the park grounds was contracted, the exact building footprint and elevations were not known. This change order consists of work immediately adjacent to the building. At this time of year, as the temperature drops, the city requires that an additive be used in the concrete on public infrastructure, so the concrete hardens more quickly than usual. This “high early strength” concrete additive has an additional cost. Installing irrigation and topsoil in the planter beds that have been added around the building was not considered in earlier plans as well and needed to be included. The area around the building also requires grading and compaction to prepare the ground for concrete above and beyond what was originally anticipated due to some adjustments during building construction. Change Order #2 increases costs by $52,244.50. Considering this change order, the total contract amount for this phase of park construction would increase to $2,595,136.44. Recommendation It is recommended that the City Council approve Change Order #2, thereby increasing the contract amount by $52,244.50 to a total contract amount of $2,595,136.44. 125682 0N1.125682 N/A October 13, 2023 The Contract is modified as follows upon execution of this Change Order: Description: Attachments: $ $ $ $ $ Change in Contract Price Original Contract Price:Original Contract Times: Substantial Completion: Final Completion:10/27/20232,562,073.00 [Increase] [Decrease] from previously approved Change Orders No. 1 to No. [Number of previous Change Order]: Substantial Completion: [Increase] [Decrease] this Change Order: 2,542,891.94 Substantial Completion: Final Completion: Contract Price prior to this Change Order:Contract Times prior to this Change Order: [Increase] [Decrease] from previously approved Change Orders No.1 to No. [Number of previous Change Order]: WHEREAS, Change Order No. 2 modifies the completion dates in Article 4.02.A.1. of the Agreement as follows: Substantial Completion: November 3, 2023. And WHEREAS, Change Order No. 2 modifies Article 4.02.A.2 of the Agreement as follows: Final Completion: May 30, 2024 And WHEREAS, Change Order No. 2 modifies Article 5.01 of the Agreement to add/change the items to the Schedule of Unit Prices as shown on Page 2 of this Change Order related to revisions to the grading, concrete, irrigation, flag installation, topsoil placement in planter beds, and restoration around the building under construction concurrently with the contract. Revised Plan Sheets C1.16, I2.01, and I2.02 CHANGE ORDER NO.: 2 Owner’s Project No.: Engineer’s Project No.: Contractor’s Project No.: October 13, 2023Date Issued: Owner: Engineer: Contractor: Project: Date: City of Cottage Grove Bolton and Menk, Inc. Sunram Construction, Inc. Effective Date of Change Order: Glacial Valley Park [Increase] [Decrease] this Change Order: Substantial Completion: Final Completion: Contract Times with all approved Change Orders: Substantial Completion: Final Completion: 11/3/2023 5/30/2024 By: Title: Date: By: (19,181.06) 2,595,136.44 Contract Price incorporating this Change Order: 52,244.50 Recommended by Engineer (if required) Change in Contract Times [State Contract Times as either a specific date or a number of days] Authorized by Owner Title: Approved by Funding Agency (if applicable) 9/29/2023 0 days 0 days 9/29/2023 10/27/2023 35 days 216 days Final Completion: Accepted by Contractor EJCDC® 00 63 63, Change Order, Rev.1. Copyright© 2018 National Society of Professional Engineers, American Council of Engineering Companies and American Society of Civil Engineers. All rights reserved. Page 1 of 1 DocuSign Envelope ID: 8BF4CEF7-A54A-42FA-9D49-E45E23868511 October 13, 2023 PresidentConst. Manager October 13, 2023 1 1 LS $6,700.00 6,700.00$ 2 1070 SY $12.25 13,107.50$ 3 100 SF $1.40 140.00$ 4 1 LS $11,315.00 11,315.00$ 5 93 CY $74.00 6,882.00$ 6 103 CY $40.00 4,120.00$ 7 60 CY $101.00 6,060.00$ 8 20 CY $196.00 3,920.00$ Subtotal 52,244.50$ Original Contract Amount:$2,562,073.00 Change Order No. 1:-$19,181.06 Change Order No. 2:$52,244.50 New Contract Amount:$2,595,136.44 Project:Glacial Valley Park CHANGE ORDER NO.: 2 Continued Engineer’s Project No.: Owner: 0N1.125682 City of Cottage Grove Loam Topsoil Borrow (LV) Irrigation System Revision Common Embankment (CV) High Early Concrete Pedestrain Ramp Mobilization High Early Concrete Sidewalk Excavation-Common (Onsite Embankment)(EV) Excavation-Common (Haul Offsite)(LV) Change in Contract Amount Sunram Construction, Inc. Estimated Quantity Unit Unit PriceDescription Contractor: Item No. DocuSign Envelope ID: 8BF4CEF7-A54A-42FA-9D49-E45E23868511 Certificate Of Completion Envelope Id: 8BF4CEF7A54A42FA9D49E45E23868511 Status: Delivered Subject: DocuSign: Glacial Valley Park - Change Order No. 2 Source Envelope: Document Pages: 2 Signatures: 2 Envelope Originator: Certificate Pages: 5 Initials: 0 Courtney Maul AutoNav: Enabled EnvelopeId Stamping: Enabled Time Zone: (UTC-06:00) Central Time (US & Canada) 1960 Premier Drive MANKATO, MN 56001 courtney.maul@bolton-menk.com IP Address: 63.137.120.66 Record Tracking Status: Original 10/13/2023 9:28:21 AM Holder: Courtney Maul courtney.maul@bolton-menk.com Location: DocuSign Signer Events Signature Timestamp Ryan Sunram ryan@sunramconstructioninc.com President SUNRAM CONSTRUCTION INC Security Level: Email, Account Authentication (None) Signature Adoption: Pre-selected Style Using IP Address: 68.63.208.36 Sent: 10/13/2023 9:39:36 AM Viewed: 10/13/2023 10:53:34 AM Signed: 10/13/2023 10:53:50 AM Electronic Record and Signature Disclosure: Accepted: 7/1/2022 12:55:24 PM ID: b8b286ce-33f8-499a-8345-11d66d3aa3d6 Jeff Toutant Jeffrey.Toutant@bolton-menk.com Const. Manager Security Level: Email, Account Authentication (None)Signature Adoption: Pre-selected Style Using IP Address: 63.137.120.66 Sent: 10/13/2023 10:53:51 AM Viewed: 10/13/2023 11:52:20 AM Signed: 10/13/2023 11:52:37 AM Electronic Record and Signature Disclosure: Accepted: 1/28/2020 12:57:33 PM ID: d70a1962-f0f7-4780-ab78-92bf4822b0f2 Joe Fox joefox@cottagegrovemn.gov Project Engineer Security Level: Email, Account Authentication (None) Sent: 10/13/2023 12:04:11 PM Viewed: 10/13/2023 12:04:51 PM Electronic Record and Signature Disclosure: Accepted: 7/27/2022 11:08:04 AM ID: f41fee77-ddd4-4ba7-8db2-b0a67f741de8 In Person Signer Events Signature Timestamp Editor Delivery Events Status Timestamp Agent Delivery Events Status Timestamp Intermediary Delivery Events Status Timestamp Certified Delivery Events Status Timestamp Carbon Copy Events Status Timestamp Carbon Copy Events Status Timestamp Joe Fox joefox@cottagegrovemn.gov Project Engineer Security Level: Email, Account Authentication (None) Sent: 10/13/2023 11:52:39 AM Viewed: 10/13/2023 11:53:20 AM Electronic Record and Signature Disclosure: Accepted: 7/27/2022 11:08:04 AM ID: f41fee77-ddd4-4ba7-8db2-b0a67f741de8 Amanda Meyer ameyer@cottagegrovemn.gov Security Level: Email, Account Authentication (None) Sent: 10/13/2023 11:52:40 AM Resent: 10/13/2023 12:04:07 PM Viewed: 10/13/2023 12:23:17 PM Electronic Record and Signature Disclosure: Accepted: 10/5/2023 3:19:04 PM ID: 55bd5455-bd2d-4d92-9add-afa34dc7df79 Brenda Malinowski bmalinowski@cottagegrovemn.gov Finance Director Security Level: Email, Account Authentication (None) Sent: 10/13/2023 12:04:08 PM Viewed: 10/13/2023 12:04:47 PM Electronic Record and Signature Disclosure: Not Offered via DocuSign Ryan Burfeind rburfeind@cottagegrovemn.gov PW Director/City Engineer Security Level: Email, Account Authentication (None) Sent: 10/13/2023 12:04:10 PM Viewed: 10/13/2023 12:08:37 PM Electronic Record and Signature Disclosure: Accepted: 6/8/2020 8:13:05 AM ID: abbf7a29-1956-490b-9b54-cf8d18fe390d Witness Events Signature Timestamp Notary Events Signature Timestamp Envelope Summary Events Status Timestamps Envelope Sent Hashed/Encrypted 10/13/2023 9:39:36 AM Envelope Updated Security Checked 10/13/2023 12:04:07 PM Envelope Updated Security Checked 10/13/2023 12:04:07 PM Certified Delivered Security Checked 10/13/2023 12:04:51 PM Payment Events Status Timestamps Electronic Record and Signature Disclosure ELECTRONIC RECORD AND SIGNATURE DISCLOSURE From time to time, Bolton & Menk (we, us or Company) may be required by law to provide to you certain written notices or disclosures. Described below are the terms and conditions for providing to you such notices and disclosures electronically through the DocuSign system. Please read the information below carefully and thoroughly, and if you can access this information electronically to your satisfaction and agree to this Electronic Record and Signature Disclosure (ERSD), please confirm your agreement by selecting the check-box next to ‘I agree to use electronic records and signatures’ before clicking ‘CONTINUE’ within the DocuSign system. Getting paper copies At any time, you may request from us a paper copy of any record provided or made available electronically to you by us. You will have the ability to download and print documents we send to you through the DocuSign system during and immediately after the signing session and, if you elect to create a DocuSign account, you may access the documents for a limited period of time (usually 30 days) after such documents are first sent to you. After such time, if you wish for us to send you paper copies of any such documents from our office to you, you will be charged a $0.00 per-page fee. You may request delivery of such paper copies from us by following the procedure described below. Withdrawing your consent If you decide to receive notices and disclosures from us electronically, you may at any time change your mind and tell us that thereafter you want to receive required notices and disclosures only in paper format. How you must inform us of your decision to receive future notices and disclosure in paper format and withdraw your consent to receive notices and disclosures electronically is described below. Consequences of changing your mind If you elect to receive required notices and disclosures only in paper format, it will slow the speed at which we can complete certain steps in transactions with you and delivering services to you because we will need first to send the required notices or disclosures to you in paper format, and then wait until we receive back from you your acknowledgment of your receipt of such paper notices or disclosures. Further, you will no longer be able to use the DocuSign system to receive required notices and consents electronically from us or to sign electronically documents from us. All notices and disclosures will be sent to you electronically Electronic Record and Signature Disclosure created on: 12/31/2019 11:55:21 AM Parties agreed to: Ryan Sunram, Jeff Toutant, Joe Fox, Joe Fox, Amanda Meyer, Ryan Burfeind Unless you tell us otherwise in accordance with the procedures described herein, we will provide electronically to you through the DocuSign system all required notices, disclosures, authorizations, acknowledgements, and other documents that are required to be provided or made available to you during the course of our relationship with you. To reduce the chance of you inadvertently not receiving any notice or disclosure, we prefer to provide all of the required notices and disclosures to you by the same method and to the same address that you have given us. Thus, you can receive all the disclosures and notices electronically or in paper format through the paper mail delivery system. If you do not agree with this process, please let us know as described below. Please also see the paragraph immediately above that describes the consequences of your electing not to receive delivery of the notices and disclosures electronically from us. How to contact Bolton & Menk: You may contact us to let us know of your changes as to how we may contact you electronically, to request paper copies of certain information from us, and to withdraw your prior consent to receive notices and disclosures electronically as follows: To contact us by email send messages to: docusign@bolton-menk.com To advise Bolton & Menk of your new email address To let us know of a change in your email address where we should send notices and disclosures electronically to you, you must send an email message to us at docusign@bolton-menk.com and in the body of such request you must state: your previous email address, your new email address. We do not require any other information from you to change your email address. If you created a DocuSign account, you may update it with your new email address through your account preferences. To request paper copies from Bolton & Menk To request delivery from us of paper copies of the notices and disclosures previously provided by us to you electronically, you must send us an email to docusign@bolton-menk.com and in the body of such request you must state your email address, full name, mailing address, and telephone number. If any fees are incurred you will be billed for them at that time. To withdraw your consent with Bolton & Menk To inform us that you no longer wish to receive future notices and disclosures in electronic format you may: i. decline to sign a document from within your signing session, and on the subsequent page, select the check-box indicating you wish to withdraw your consent, or you may; ii. send us an email to docusign@bolton-menk.com and in the body of such request you must state your email, full name, mailing address, and telephone number. We do not need any other information from you to withdraw consent.. The consequences of your withdrawing consent for online documents will be that transactions will take a longer time to process.. Required hardware and software The minimum system requirements for using the DocuSign system may change over time. The current system requirements are found here: https://support.docusign.com/guides/signer-guide- signing-system-requirements. Acknowledging your access and consent to receive and sign documents electronically To confirm to us that you can access this information electronically, which will be similar to other electronic notices and disclosures that we will provide to you, please confirm that you have read this ERSD, and (i) that you are able to print on paper or electronically save this ERSD for your future reference and access; or (ii) that you are able to email this ERSD to an email address where you will be able to print on paper or save it for your future reference and access. Further, if you consent to receiving notices and disclosures exclusively in electronic format as described herein, then select the check-box next to ‘I agree to use electronic records and signatures’ before clicking ‘CONTINUE’ within the DocuSign system. By selecting the check-box next to ‘I agree to use electronic records and signatures’, you confirm that: You can access and read this Electronic Record and Signature Disclosure; and You can print on paper this Electronic Record and Signature Disclosure, or save or send this Electronic Record and Disclosure to a location where you can print it, for future reference and access; and Until or unless you notify Bolton & Menk as described above, you consent to receive exclusively through electronic means all notices, disclosures, authorizations, acknowledgements, and other documents that are required to be provided or made available to you by Bolton & Menk during the course of your relationship with Bolton & Menk. 1 City Council Action Request 8.A. Meeting Date 10/18/2023 Department Finance Agenda Category Action Item Title Approve Disbursements Staff Recommendation Approve disbursements in the amount of $2,319,129.40 Budget Implication n/a Attachments None 1 City Council Action Request 9.A. Meeting Date 10/18/2023 Department Engineering Agenda Category Action Item Title 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. Budget Implication N/A Attachments 1. 2023 PM Assessment Hearing CC Memo 2. 2023 PM Final Assessment Roll 3. 2023 PM Assessment Roll Resolution 4. 2023 PM Hope Community Church Objection 5. 8156 - C Grove 2023 Pvmt Mgmt Special Benefits Appraisal To: Honorable Mayor and City Council Jennifer Levitt, City Administrator From: Amanda Meyer, PE, City Engineer Brenda Malinowski, Finance Director Date: October 10, 2023 Re: Conduct Public Hearing on the 2023 Pavement Management Project and Consider Adopting the Assessment Roll for the 2023 Pavement Management Project Background On October 5, 2022, the City Council authorized a feasibility report for the 202 3 Pavement Management Project as outlined in the Capital Improvement Plan for the following areas: • Thompson Grove Estates Neighborhood (1st, 6th, 7th, & 10th Additions): Streets in- clude Hemingway Avenue from 80th Street to Hyde Avenue; Henslowe Avenue fro m 80th Street to Hemingway Avenue; Henna Avenue from Hemingway Avenue to Homestead Avenue; Homestead Avenue from 80th Street to Hyde Avenue; Homestead Court; Hornell Avenue from 80th Street to Hyde Lane; Hynes Avenue from 80th Street to Hyde Lane; Hyde Lane from Homestead Avenue to Hyde Avenue; Hyde Avenue from 80th Street to Hillside Trail; Hyde Court; and 83rd Street from Hyde Avenue to Hillside Trail. • 80th Street Frontage Road: 80th Street south frontage road from Hemingway Avenue to Hyde Avenue The roadways listed above are 25 to 27 years old. Based upon review of the project area, a full pavement replacement and spot curb replacement was recommended for the project areas outlined above. Minor utility maintenance was also recommended , including sections of sanitary sewer and several service wyes were identified as needing maintenance to extend the lifespan of the system, some sanitary and storm structures noted that needed repair, possible valve bolt replacement, and replacement of the pressure reducing valve located within the project limits. Additionally, street lighting maintenance was recommended. A special benefit appraisal was completed in 2022 in accordance with the City’s policy for those properties with direct access from the streets included in the project area. The feasibility report was approved by the City Council on January 4, 2023. A neighborhood meeting was also held January 12, 2023, to discuss the various improvements proposed, the findings of the special benefit appraisal, and the proposed assessments. There were seven residents in attendance at the meeting. The Public Hearing for the project was held on February 1, 2023, and the project was ordered. The plans and specifications were approved on March 1, 2023, and the project was awarded to OMG Midwest Inc. dba Minnesota Paving & Materials on April 5, 2023. Honorable Mayor, City Council, and Jennifer Levitt 2023 Pavement Management Project – Public Hearing, Adopt Assessment Roll October 10, 2023 Page 2 On September 20, 2023, the City Council declared costs on the 2023 Pavement Management Project and called for a public hearing to be held on October 18, 2023. All required notificati ons have been made per State Statute 429. The action requested at this meeting is to hold the public hearing. Following the hearing, Council is asked to consider the adoption of the assessments. Discussion The proposed assessment amounts follow the adopted Infrastructure Management Task Force (IMTF) policy calling for 45 percent of the project costs to be assessed equally to all properties within a residential development as similar individual units regardless of lot frontage, and 75 percent of the project costs to be assessed to religious institutions. The costs for the project are $3,413,454.93. The proposed assessment amount is $4,234.50 per residential buildable lot equivalent (RBLE). This compares to the original projected assessment amount based on the engineer’s estimate of $4,965.80. Single-family residential is assessed at a rate of 1.0 RBLE. Special benefit appraisals were completed for single-family residential lots in this area, which found the special benefit to single-family residential properties to be between $5,800 and $7,100, which supports the proposed assessment of $4,234.50. For the religious institution, the initial engineer’s estimate resulted in an assessment amount of $43,733.08, but the special benefit appraisal that was completed for this property provided a maximum benefit to this property of $21,900. Therefore, the assessment amount for Hope Community Church remain s at the special benefit appraisal amount. On October 10, 2023 City staff received an objection from Hope Community Church regarding their assessment amount of $21,900 for their property at 8300 Hyde Avenue South, Cottage Grove, MN 55016. The letter received has been attached to this memo. Recap of the project costs and funding: Thompson Grove Estates Feasibility Report Construction Cost As-Bid Construction Cost Estimated Final Construction Cost Total Cost (1) Streets $2,218,988.00 $2,238,927.63 $2,070,905.22 $2,560,116.47 Sanitary Sewer $335,940.00 $292,234.90 $294,269.25 $363,784.66 Water Main $197,722.00 $126,730.34 $117,252.30 $144,950.88 Storm Sewer $205,431.93 $171,971.61 $166,841.16 $206,254.15 Street Lighting $133,630.00 $110,089.88 $111,911.78 $138,348.77 Totals $3,091,711.93 $2,939,954.36 $2,761,179.71 $3,413,454.93 1. Includes actual indirect costs. Payment Options If the assessment roll is adopted after the public hearing, property owners will have 30 days to pay the entire assessment, or make a partial payment of at least $500, without incurring interest charges. Assessments not paid within 30 days will be certified to Washington County for collection over the next 15 years. If certified to the County, annual principal and interest payments will be added to the property taxes of the affected parcel. Honorable Mayor, City Council, and Jennifer Levitt 2023 Pavement Management Project – Public Hearing, Adopt Assessment Roll October 10, 2023 Page 2 The interest rate outlined in the IMTF policy indicates that the interest rate be 1.5 percent plus the bond sale rate. Based on this policy, the proposed i nterest rate for the assessment is 5 percent. This rate is based on the bonds for this project that were issued on May 9, 2023. Recommendation It is recommended the City Council: • Conduct the public hearing for the 2023 Pavement Management Project. • Adopt Resolution 2023-131 to adopt the assessment roll for the 2023 Pavement Management Project. Parcel ID Owner Property Address Units $/Unit Total/Unit 1602721220001 KILOLOMA MLASI R 8025 HYDE AVE S 1 $4,234.50 $4,234.50 1602721220002 WILLIAMS CAMI L 8043 HYDE AVE S 1 $4,234.50 $4,234.50 1602721220003 JDA GROUP LLC 8055 HYDE AVE S 1 $4,234.50 $4,234.50 1602721220004 VEESENMEYER MARK & RENE J 8071 HYDE AVE S 1 $4,234.50 $4,234.50 1602721220005 MOSENG JEFFREY L & BRENDA J 8087 HYDE AVE S 1 $4,234.50 $4,234.50 1602721220006 MEEMKEN KEITH M & GERALDINE 8105 HYDE AVE S 1 $4,234.50 $4,234.50 1602721220007 NEUENFELDT CURT C 8119 HYDE AVE S 1 $4,234.50 $4,234.50 1602721220008 ANDERSON ALLEN D TRS & GLORIA L ANDERSON TRS8139 HYDE AVE S 1 $4,234.50 $4,234.50 1602721220009 CORNEJO BRIAN G 8153 HYDE AVE S 1 $4,234.50 $4,234.50 1602721220010 CARLSON JESSE & DANA PHILLIPS 8167 HYDE AVE S 1 $4,234.50 $4,234.50 1602721220011 BETTIS LEIA M 8183 HYDE AVE S 1 $4,234.50 $4,234.50 1602721220012 BIRAWER RICHARD J JR & GENEV 8199 HYDE AVE S 1 $4,234.50 $4,234.50 1602721220013 CHRISTENSEN CHAZ & JESSICA L 8215 HYDE AVE S 1 $4,234.50 $4,234.50 1602721220014 HAGEN BRIAN J & MARY JO M 8026 HYDE AVE S 1 $4,234.50 $4,234.50 1602721220015 BLAISDELL CONNIE L 8183 80TH ST S 1 $4,234.50 $4,234.50 1602721220016 ZUNIGA OSCAR & APRIL 8161 80TH ST S 1 $4,234.50 $4,234.50 1602721220017 KVASAGER JEFFREY 8143 80TH ST S 1 $4,234.50 $4,234.50 1602721220018 FRANDRUP CURTIS R 8121 80TH ST S 1 $4,234.50 $4,234.50 1602721220019 HAUSCHILD JAMES B & SHARON A 8101 80TH ST S 1 $4,234.50 $4,234.50 1602721220020 DIAZ JOSEPHINE H & JOSE D 8081 80TH ST S 1 $4,234.50 $4,234.50 1602721220021 PEDERSON MAXINE E 8027 HYNES AVE S 1 $4,234.50 $4,234.50 1602721220022 POLANCO ASAEL E R 8051 HYNES AVE S 1 $4,234.50 $4,234.50 1602721220023 YANNARELLY ROBERT & HOLLY 8063 HYNES AVE S 1 $4,234.50 $4,234.50 1602721220024 IVERSON JODI L 8073 HYNES AVE S 1 $4,234.50 $4,234.50 1602721220025 LUND LEONARD M 8081 HYNES AVE S 1 $4,234.50 $4,234.50 1602721220026 STARR JAMES A & ANNETTE R 8074 HYDE LN S 1 $4,234.50 $4,234.50 1602721220027 OTT JAMES L 8068 HYDE LN S 1 $4,234.50 $4,234.50 1602721220028 KONS DOROTHY A 8066 HYDE AVE S 1 $4,234.50 $4,234.50 1602721220029 CARLSON MATTHEW S 8050 HYDE AVE S 1 $4,234.50 $4,234.50 1602721220030 GIBBS IAN 8026 HYNES AVE S 1 $4,234.50 $4,234.50 1602721220031 HOME SFR BORROWER LL 8011 80TH ST S 1 $4,234.50 $4,234.50 1602721220032 GERFERS DAVID 8077 HORNELL AVE S 1 $4,234.50 $4,234.50 1602721220033 OYER JOHN P 8085 HORNELL AVE S 1 $4,234.50 $4,234.50 1602721220034 WILLIAMS AMY S & GREGORY H BAUER 8093 HORNELL AVE S 1 $4,234.50 $4,234.50 1602721220035 THOMPSON MICHAEL R 8095 HORNELL AVE S 1 $4,234.50 $4,234.50 1602721220036 KORTUS JEROME P & BECK A 8105 HORNELL AVE S 1 $4,234.50 $4,234.50 1602721220037 LANGE JOHN M & SUSAN M 8123 HORNELL AVE S 1 $4,234.50 $4,234.50 1602721220038 SCHMOTTER PAUL W 8141 HORNELL AVE S 1 $4,234.50 $4,234.50 1602721220039 PEREZ ONESIMO R 8098 HYNES AVE S 1 $4,234.50 $4,234.50 1602721220040 IH2 PROPERTY ILLINOIS LP 8082 HYNES AVE S 1 $4,234.50 $4,234.50 1602721220041 NILSEN JOANN E 8074 HYNES AVE S 1 $4,234.50 $4,234.50 1602721220042 LANGLIE ALVIN T & JUDITH A 8066 HYNES AVE S 1 $4,234.50 $4,234.50 1602721220043 FREESTONE LLC 8056 HYNES AVE S 1 $4,234.50 $4,234.50 1602721220044 OLSON LORRAINE S 8042 HYNES AVE S 1 $4,234.50 $4,234.50 1602721220045 WRISLEY CASSANDRA S & CRAIG E 8120 HORNELL AVE S 1 $4,234.50 $4,234.50 1602721220046 HALL PHILLIP 8128 HORNELL AVE S 1 $4,234.50 $4,234.50 1602721220047 LUCKHARDT KENNETH & JAMIE 8136 HORNELL AVE S 1 $4,234.50 $4,234.50 1602721220048 VUE XIA 8144 HORNELL AVE S 1 $4,234.50 $4,234.50 1602721220049 BRADLEY VINCE & TIFFANY 8152 HORNELL AVE S 1 $4,234.50 $4,234.50 1602721220050 LONG THOMAS J JR 8218 HYDE LN S 1 $4,234.50 $4,234.50 Final Assessment Roll 2023 Pavement Management Thompson Grove Estates 1st, 6th, 7th, and 10th Improvements Page 1 of 7 Parcel ID Owner Property Address Units $/Unit Total/Unit Final Assessment Roll 2023 Pavement Management Thompson Grove Estates 1st, 6th, 7th, and 10th Improvements 1602721220051 ADEBAYO WASIU 8199 HOMESTEAD AVE S 1 $4,234.50 $4,234.50 1602721220052 ROTHWEILER IAN 8193 HOMESTEAD AVE S 1 $4,234.50 $4,234.50 1602721220053 VOLKERT JOHN L & LARSON ANNETT 8185 HOMESTEAD AVE S 1 $4,234.50 $4,234.50 1602721220054 BERRY BENJAMIN R 8171 HOMESTEAD AVE S 1 $4,234.50 $4,234.50 1602721220055 BESKY BRITTANY 8258 HOMESTEAD AVE S 1 $4,234.50 $4,234.50 1602721220056 JULIAN JUSTINA M 8236 HOMESTEAD AVE S 1 $4,234.50 $4,234.50 1602721220057 ESQUIVEL RODOLFO 8222 HOMESTEAD AVE S 1 $4,234.50 $4,234.50 1602721220058 MCDONOUGH TROY L 8212 HOMESTEAD AVE S 1 $4,234.50 $4,234.50 1602721220059 KILIAN THOMAS S & SHEENA C 8204 HOMESTEAD CT S 1 $4,234.50 $4,234.50 1602721220060 MARTY DALE W & AMANDA E 8196 HOMESTEAD CT S 1 $4,234.50 $4,234.50 1602721220061 OLSON LISA 8186 HOMESTEAD CT S 1 $4,234.50 $4,234.50 1602721220064 THAE WIN W & AH TIEN 8255 HYDE AVE S 1 $4,234.50 $4,234.50 1602721220065 KARSIKAS EARL 8257 HYDE AVE S 1 $4,234.50 $4,234.50 1602721220066 KOEHLER JOSEPH V & PATRICIA A JELINEK 8096 HYDE AVE S 1 $4,234.50 $4,234.50 1602721220067 FUNG ERIC & ANN E DINGLE 8101 HYDE LN S 1 $4,234.50 $4,234.50 1602721220068 TWO RIVERS COMMUNITY LAND TRUST 8107 HYDE LN S 1 $4,234.50 $4,234.50 1602721220069 LUGER DOUGLAS J 8135 HYDE LN S 1 $4,234.50 $4,234.50 1602721220070 JOHNSON JAMES F & DEBORAH S 8149 HYDE LN S 1 $4,234.50 $4,234.50 1602721220071 JOHNSON JANET MARIE 8165 HYDE LN S 1 $4,234.50 $4,234.50 1602721220072 TSCHIDA LINDA ETAL 8181 HYDE LN S 1 $4,234.50 $4,234.50 1602721220073 REIHE LINDSEY & CHRISTOPHER 8213 HYDE LN S 1 $4,234.50 $4,234.50 1602721220074 BUTZE SCOTT C & MARY E 8229 HYDE LN S 1 $4,234.50 $4,234.50 1602721220075 FIELDS WAYNE R & BRIGET A 8221 HOMESTEAD AVE S 1 $4,234.50 $4,234.50 1602721220076 BARBARA J HAYDEN REV LIV TRS 8237 HOMESTEAD AVE S 1 $4,234.50 $4,234.50 1602721220077 MILLER JOHN L & MARLENE A 8234 HYDE AVE S 1 $4,234.50 $4,234.50 1602721220078 AHRENS MICHAEL J 8224 HYDE AVE S 1 $4,234.50 $4,234.50 1602721220079 DEAN DOUGLAS R & AMY M 8212 HYDE AVE S 1 $4,234.50 $4,234.50 1602721220080 GUTIERREZ DWAYNE W & LAURA B WETT 8194 HYDE AVE S 1 $4,234.50 $4,234.50 1602721220081 STAR MANAGEMENT LLC 8178 HYDE AVE S 1 $4,234.50 $4,234.50 1602721220082 SCHMITZ ANN M & JEFFREY L AEGERTER 8162 HYDE AVE S 1 $4,234.50 $4,234.50 1602721220083 EVANS MARCIA A 8146 HYDE AVE S 1 $4,234.50 $4,234.50 1602721220084 MCNEARNEY MATTHEW A & MICHELE 8132 HYDE AVE S 1 $4,234.50 $4,234.50 1602721220085 CHRISTIANSEN ROBERT & LAURA 8114 HYDE AVE S 1 $4,234.50 $4,234.50 1602721230001 ORR BILL H 8321 HEMINGWAY AVE S 1 $4,234.50 $4,234.50 1602721230002 ATTISSO KOSSI & AKOU M DAKLOU 8333 HEMINGWAY AVE S 1 $4,234.50 $4,234.50 1602721230003 FEDOR LINDA & DENNIS 8265 HYDE CT S 1 $4,234.50 $4,234.50 1602721230004 LAINE WESTED & AMANDA 8271 HYDE CT S 1 $4,234.50 $4,234.50 1602721230005 HIBER JOHN E 8279 HYDE CT S 1 $4,234.50 $4,234.50 1602721230006 IH2 PROPERTY ILLINOIS LP 8285 HYDE CT S 1 $4,234.50 $4,234.50 1602721230007 BADACZEWSKI TIMOTHY & MARISSA MOELLER8293 HYDE CT S 1 $4,234.50 $4,234.50 1602721230008 ELWELL LINDSAY E 8299 HYDE CT S 1 $4,234.50 $4,234.50 1602721230009 STOLL JASON & MARSHA K 8307 HYDE CT S 1 $4,234.50 $4,234.50 1602721230011 MARSHALL MEGAN E & PETER D KELLER 8321 HYDE CT S 1 $4,234.50 $4,234.50 1602721230012 ERIE DEAN M & JONI K 8327 HYDE CT S 1 $4,234.50 $4,234.50 1602721230013 NELSON GORDON R & JUDITH L TRS 8335 HYDE CT S 1 $4,234.50 $4,234.50 1602721230014 AMUNDSON RYAN D & ERIN C 8341 HYDE CT S 1 $4,234.50 $4,234.50 1602721230015 FRIEL JEREMIAH & ANGELA MCCARRON 8349 HYDE CT S 1 $4,234.50 $4,234.50 1602721230016 EMMS KEVIN 8351 HYDE CT S 1 $4,234.50 $4,234.50 1602721230017 XIONG KANGBAO 8104 83RD ST S 1 $4,234.50 $4,234.50 1602721230018 WOJCIECHOWSKI JEFFREY R & JESSICA 8122 83RD ST S 1 $4,234.50 $4,234.50 Page 2 of 7 Parcel ID Owner Property Address Units $/Unit Total/Unit Final Assessment Roll 2023 Pavement Management Thompson Grove Estates 1st, 6th, 7th, and 10th Improvements 1602721230019 KENNEDY KATORIA 8140 83RD ST S 1 $4,234.50 $4,234.50 1602721230020 FRAZIER EVAN & TERRA 8158 83RD ST S 1 $4,234.50 $4,234.50 1602721230021 LONG KEITH A & REBECCA A 8176 83RD ST S 1 $4,234.50 $4,234.50 1602721230022 SADOWSKI MARK & CHRISTINE 8196 83RD ST S 1 $4,234.50 $4,234.50 1602721230023 GREEN TESS & JOSHUA D 8210 83RD ST S 1 $4,234.50 $4,234.50 1602721230024 TINUCCI RICHARD W & DORIS J 8222 83RD ST S 1 $4,234.50 $4,234.50 1602721230025 FISCHER KARL C 8240 83RD ST S 1 $4,234.50 $4,234.50 1602721230026 DORGAN JAMES M & KATHLEEN M 8401 HYDE AVE S 1 $4,234.50 $4,234.50 1602721230027 TRUAX ALLYN E 8383 HYDE AVE S 1 $4,234.50 $4,234.50 1602721230028 MYHRE JEFFERY J 8375 HYDE AVE S 1 $4,234.50 $4,234.50 1602721230029 JONES MARGIE ANN 8357 HYDE AVE S 1 $4,234.50 $4,234.50 1602721230030 KONOBECK ERVIN C & MARY L 8101 83RD ST S 1 $4,234.50 $4,234.50 1602721230031 MOUA TOU & CHIA 8117 83RD ST S 1 $4,234.50 $4,234.50 1602721230032 BURRELL AMARI & DENISE 8133 83RD ST S 1 $4,234.50 $4,234.50 1602721230033 GREGORY TODD & ERIN 8151 83RD ST S 1 $4,234.50 $4,234.50 1602721230034 BEISELL DANIELLE ELISE 8169 83RD ST S 1 $4,234.50 $4,234.50 1602721230035 LASKA COREY M & JESSICA 8185 83RD ST S 1 $4,234.50 $4,234.50 1602721230036 DIAZ VICTORIA L 8201 83RD ST S 1 $4,234.50 $4,234.50 1602721230037 PRIGGE DONNA 8215 83RD ST S 1 $4,234.50 $4,234.50 1602721230038 PEHRSON KIM V 8223 83RD ST S 1 $4,234.50 $4,234.50 1602721230039 VANG PAO C & PANG YANG 8241 83RD ST S 1 $4,234.50 $4,234.50 1602721230052 NIEHAUS TIMOTHY J & MARLYS J 8402 HYDE AVE S 1 $4,234.50 $4,234.50 1602721230053 ZWAKMAN DANIEL J & MARLA J 8354 HEMINGWAY AVE S 1 $4,234.50 $4,234.50 1602721230054 DAVIS LANA & RICHARD E JR 8386 HYDE AVE S 1 $4,234.50 $4,234.50 1602721230069 PARK GROVE ALLIANC 8300 HYDE AVE S 1 $21,900.00 $21,900.00 1602721240047 KAYFES MICHAEL J & JACQUELINE 8447 83RD ST S 1 $4,234.50 $4,234.50 1602721240048 BOWMAN NICHOLAS 8435 83RD ST S 1 $4,234.50 $4,234.50 1602721240049 HISLE ROBERT T & ANGELA L ANDERSON 8421 83RD ST S 1 $4,234.50 $4,234.50 1602721240053 ROYSETH KATELYN ETAL 8275 83RD ST S 1 $4,234.50 $4,234.50 1602721240062 PRETASKY STEVEN M 8259 83RD ST S 1 $4,234.50 $4,234.50 1702721110001 PETRIE CAROLYN A 7991 80TH ST S 1 $4,234.50 $4,234.50 1702721110002 HUEBSCH ALISSA C & JACOB F KROSKA 7971 80TH ST S 1 $4,234.50 $4,234.50 1702721110003 RODRIQUEZ AARON L & SAVANNAH L JAMIESON-RODRIGUEZ7957 80TH ST S 1 $4,234.50 $4,234.50 1702721110004 TEOREY PATRICIA K & LISA K WEBB 7943 80TH ST S 1 $4,234.50 $4,234.50 1702721110005 IVERSON JENNY & JAMES BODSBERG 7929 80TH ST S 1 $4,234.50 $4,234.50 1702721110006 MOUA MAY-CHOUA 7913 80TH ST S 1 $4,234.50 $4,234.50 1702721110007 SENTY DENNIS M & KATHLEEN M 7897 80TH ST S 1 $4,234.50 $4,234.50 1702721110008 VOGE JOSHUA O & JENNIFER A 8007 HORNELL AVE S 1 $4,234.50 $4,234.50 1702721110009 HOME SFR BORROWER LLC 8017 HORNELL AVE S 1 $4,234.50 $4,234.50 1702721110010 SZUKICS PETER & LAURA 8025 HORNELL AVE S 1 $4,234.50 $4,234.50 1702721110011 MICKO GREGORY P & PATRICIA A 8035 HORNELL AVE S 1 $4,234.50 $4,234.50 1702721110012 FISCHBACH STEVEN F & KARIN RAUBA-FISCHBACH8043 HORNELL AVE S 1 $4,234.50 $4,234.50 1702721110013 DEEP HARMONY HOME CARE LLC 8051 HORNELL AVE S 1 $4,234.50 $4,234.50 1702721110014 SCHENK DARREL W 8059 HORNELL AVE S 1 $4,234.50 $4,234.50 1702721110015 GELHAR HEIDI B 8067 HORNELL AVE S 1 $4,234.50 $4,234.50 1702721110016 FREDRICK MARLO R 8006 HORNELL AVE S 1 $4,234.50 $4,234.50 1702721110017 LEE MAI C M 8014 HORNELL AVE S 1 $4,234.50 $4,234.50 1702721110018 ERICKSON LOREN D 8024 HORNELL AVE S 1 $4,234.50 $4,234.50 1702721110019 WATSON TIMOTHY & REBECCA 8032 HORNELL AVE S 1 $4,234.50 $4,234.50 1702721110020 NEVINS SUSAN & ANDREW 8042 HORNELL AVE S 1 $4,234.50 $4,234.50 Page 3 of 7 Parcel ID Owner Property Address Units $/Unit Total/Unit Final Assessment Roll 2023 Pavement Management Thompson Grove Estates 1st, 6th, 7th, and 10th Improvements 1702721110021 BJORNSON MATTHEW S & LISA 8050 HORNELL AVE S 1 $4,234.50 $4,234.50 1702721110022 REICHEL KAYLEE & BRANDON 8058 HORNELL AVE S 1 $4,234.50 $4,234.50 1702721110023 HARTFIEL ZACHARY F 8068 HORNELL AVE S 1 $4,234.50 $4,234.50 1702721110024 LOPEZ PATRICIA A & RUBEN 8076 HORNELL AVE S 1 $4,234.50 $4,234.50 1702721110025 DOFFING NICHOLAS 8086 HORNELL AVE S 1 $4,234.50 $4,234.50 1702721110026 STEVENS THOMAS H JR & MELISSA M STEVENS8094 HORNELL AVE S 1 $4,234.50 $4,234.50 1702721110027 TWO RIVERS COMMUNITY LAND TRS 8102 HORNELL AVE S 1 $4,234.50 $4,234.50 1702721110028 MARTINEZ ANTHONY M & SARAH L 8110 HORNELL AVE S 1 $4,234.50 $4,234.50 1702721110029 RUIZ ROBERTA L 8163 HOMESTEAD AVE S 1 $4,234.50 $4,234.50 1702721110030 WCCDA FAMILY HOUSING LLC 8151 HOMESTEAD AVE S 1 $4,234.50 $4,234.50 1702721110031 MARTINEZ RAFAEL C & ILDA V MANCILLA 8143 HOMESTEAD AVE S 1 $4,234.50 $4,234.50 1702721110032 ANDERSON LIVING TRS 8131 HOMESTEAD AVE S 1 $4,234.50 $4,234.50 1702721110033 ODEGAARD JOHN S & LISA A 8123 HOMESTEAD AVE S 1 $4,234.50 $4,234.50 1702721110034 ANDERSON ALEXANDRA 8111 HOMESTEAD AVE S 1 $4,234.50 $4,234.50 1702721110035 LARSON MICHAEL D & KIMBERLY A 8101 HOMESTEAD AVE S 1 $4,234.50 $4,234.50 1702721110036 DRIGANS JACOB 8091 HOMESTEAD AVE S 1 $4,234.50 $4,234.50 1702721110037 CAMPBELL MONICA J 8083 HOMESTEAD AVE S 1 $4,234.50 $4,234.50 1702721110038 JOHNSON MARK E 8075 HOMESTEAD AVE S 1 $4,234.50 $4,234.50 1702721110039 SCHMUCK DAVID & BONNIE L 8063 HOMESTEAD AVE S 1 $4,234.50 $4,234.50 1702721110040 NELSON CONNOR D 8053 HOMESTEAD AVE S 1 $4,234.50 $4,234.50 1702721110041 ALM RICHARD H & BARBARA L 8045 HOMESTEAD AVE S 1 $4,234.50 $4,234.50 1702721110042 JONES JEREMY L & MICHELE D 8037 HOMESTEAD AVE S 1 $4,234.50 $4,234.50 1702721110043 BAKER JAY K & JULIE L 8027 HOMESTEAD AVE S 1 $4,234.50 $4,234.50 1702721110044 TUCKER DENNIS R & KATHRYN A 8019 HOMESTEAD AVE S 1 $4,234.50 $4,234.50 1702721110045 ALLEN BRANCH I & SHELLENE M 8011 HOMESTEAD AVE S 1 $4,234.50 $4,234.50 1702721110046 NITCH LARRY D JR & HOLLY A 8010 HOMESTEAD AVE S 1 $4,234.50 $4,234.50 1702721110047 FRAMPTON TRACEY L 8018 HOMESTEAD AVE S 1 $4,234.50 $4,234.50 1702721110048 CORBIN JACQIE 8028 HOMESTEAD AVE S 1 $4,234.50 $4,234.50 1702721110049 SCOFIELD SPENCER J 8034 HOMESTEAD AVE S 1 $4,234.50 $4,234.50 1702721110050 GOECKE TRS 8044 HOMESTEAD AVE S 1 $4,234.50 $4,234.50 1702721110051 VALENCIA MARIO A G & LISBETH M CRUZ 8054 HOMESTEAD AVE S 1 $4,234.50 $4,234.50 1702721110052 KOTTKE ROBERT L & PATRICIA A 8062 HOMESTEAD AVE S 1 $4,234.50 $4,234.50 1702721110053 REED ROBIN D & MELISSA A BEVINS 8070 HOMESTEAD AVE S 1 $4,234.50 $4,234.50 1702721110054 YANG ALEXANDER 8078 HOMESTEAD AVE S 1 $4,234.50 $4,234.50 1702721110055 LINDQUIST CHELSEA A & JACOB R VANDER HEYDEN8158 HENNA AVE S 1 $4,234.50 $4,234.50 1702721110056 KELLEY COLLEEN M 8178 HOMESTEAD CT S 1 $4,234.50 $4,234.50 1702721110057 FEIL MEGAN K 8170 HOMESTEAD CT S 1 $4,234.50 $4,234.50 1702721110058 SAUER DANIEL J & NELL I 8162 HOMESTEAD CT S 1 $4,234.50 $4,234.50 1702721110059 OPP CHARLES W & MARGARET E 8152 HOMESTEAD CT S 1 $4,234.50 $4,234.50 1702721110060 MAY TERRANCE L 8148 HOMESTEAD AVE S 1 $4,234.50 $4,234.50 1702721110061 DEVRIES JEREMY & OLIVIA WEINBERGER 8142 HOMESTEAD AVE S 1 $4,234.50 $4,234.50 1702721110062 FLESLAND BUFORD L & MARLYS A 8138 HOMESTEAD AVE S 1 $4,234.50 $4,234.50 1702721110063 BLANK EDWARD & ALLISON MARCUS 8130 HOMESTEAD AVE S 1 $4,234.50 $4,234.50 1702721110064 BROOKS SUSAN 8122 HOMESTEAD AVE S 1 $4,234.50 $4,234.50 1702721110065 CHAVIE PAUL A & SUSAN K 8110 HOMESTEAD AVE S 1 $4,234.50 $4,234.50 1702721110066 WEISS JEFFREY D & JENNIFER J 8102 HOMESTEAD AVE S 1 $4,234.50 $4,234.50 1702721110067 GERALD & KATHLEEN THIELEN TRS & GERALD P THIELEN8094 HOMESTEAD AVE S 1 $4,234.50 $4,234.50 1702721110068 SCHMITZ KATHRYN L & DANIEL A KOLAND 8086 HOMESTEAD AVE S 1 $4,234.50 $4,234.50 1702721110069 DOUGHERTY JACOB P & ELISABETH K 8151 HENNA AVE S 1 $4,234.50 $4,234.50 1702721110070 ALONSO RICARDO & DAWAN 8165 HENNA AVE S 1 $4,234.50 $4,234.50 Page 4 of 7 Parcel ID Owner Property Address Units $/Unit Total/Unit Final Assessment Roll 2023 Pavement Management Thompson Grove Estates 1st, 6th, 7th, and 10th Improvements 1702721110071 JOHNSON TANIYA Y 7775 80TH ST S 1 $4,234.50 $4,234.50 1702721110072 PEREZ REYNA 8141 HEMINGWAY AVE S 1 $4,234.50 $4,234.50 1702721110073 ANDERSON TRENT C 8153 HEMINGWAY AVE S 1 $4,234.50 $4,234.50 1702721110074 STAVES GREGORY L & CINDY L 8165 HEMINGWAY AVE S 1 $4,234.50 $4,234.50 1702721110075 WETTIG TRAVIS A & JANEL C 8177 HEMINGWAY AVE S 1 $4,234.50 $4,234.50 1702721110076 RIDGEWAY STEVEN J & ROSEMARY 8189 HEMINGWAY AVE S 1 $4,234.50 $4,234.50 1702721110077 KORN DENNIS H 8201 HEMINGWAY AVE S 1 $4,234.50 $4,234.50 1702721110078 LINDBERG ANDREW P & CLAIRE ZAIS 8213 HEMINGWAY AVE S 1 $4,234.50 $4,234.50 1702721110079 THOMAS LEWIS O 8176 HENNA AVE S 1 $4,234.50 $4,234.50 1702721110080 AULTMAN HAROLD A 8264 HENSLOWE AVE S 1 $4,234.50 $4,234.50 1702721110081 CRAIG BRIAN S & ANGELA BLUM-CRAIG 8262 HENSLOWE AVE S 1 $4,234.50 $4,234.50 1702721110082 CONSTABLE IAN & TAYLER J 8256 HENSLOWE AVE S 1 $4,234.50 $4,234.50 1702721110083 ALLEN DAVID M ETAL 8244 HENSLOWE AVE S 1 $4,234.50 $4,234.50 1702721110084 OLSEN RONALD J JR & LOIS C 8245 HENSLOWE AVE S 1 $4,234.50 $4,234.50 1702721110085 THEODORE & BARBARA MALMSTEN REV LIV TRS8232 HEMINGWAY AVE S 1 $4,234.50 $4,234.50 1702721110086 RIVERA ERUE D 8224 HEMINGWAY AVE S 1 $4,234.50 $4,234.50 1702721110087 FAIR L GERALD & KRISTINE E 8214 HEMINGWAY AVE S 1 $4,234.50 $4,234.50 1702721110088 SILVA JOSE D & SARAH L 8206 HEMINGWAY AVE S 1 $4,234.50 $4,234.50 1702721110089 BERGER RANDOLPH E 8196 HEMINGWAY AVE S 1 $4,234.50 $4,234.50 1702721110090 THIGPEN JEREMY 8203 HENSLOWE AVE S 1 $4,234.50 $4,234.50 1702721110091 ISAZA SANDRA L A & JUAN C G LOPEZ 8215 HENSLOWE AVE S 1 $4,234.50 $4,234.50 1702721110092 APP DALE & BRENDA 8229 HENSLOWE AVE S 1 $4,234.50 $4,234.50 1702721110093 GONZALEZ DIEGO E & KORNICIA 8241 HENSLOWE AVE S 1 $4,234.50 $4,234.50 1702721110094 TUMAN MICHAEL R & TAMMY M 8243 HENSLOWE AVE S 1 $4,234.50 $4,234.50 1702721110095 VOIGHTS RUTH M 8179 HENNA AVE S 1 $4,234.50 $4,234.50 1702721110096 BRUSTAD ROSS L & KRIS E 8191 HENNA AVE S 1 $4,234.50 $4,234.50 1702721110098 ARENDT CHRISTY & AARON 7881 80TH ST S 1 $4,234.50 $4,234.50 1702721120001 JOHNSON ARLO W & TOSHIKO 7753 80TH ST S 1 $4,234.50 $4,234.50 1702721120002 JDA GROUP LLC 7731 80TH ST S 1 $4,234.50 $4,234.50 1702721120003 BURG RONALD L & NANCY 7709 80TH ST S 1 $4,234.50 $4,234.50 1702721120004 PAURUS PAUL R & COLLEEN M 7695 80TH ST S 1 $4,234.50 $4,234.50 1702721120005 KIMMES MARK D & LISA 7677 80TH ST S 1 $4,234.50 $4,234.50 1702721120006 KONG NHIA & CHUA LOR 7655 80TH ST S 1 $4,234.50 $4,234.50 1702721120007 KOCH SCOTT L & MARY F TRS 8069 HEMINGWAY AVE S 1 $4,234.50 $4,234.50 1702721120008 KUNERT JEFFREY R 8081 HEMINGWAY AVE S 1 $4,234.50 $4,234.50 1702721120009 HORNER JACK DEMPSEY 8093 HEMINGWAY AVE S 1 $4,234.50 $4,234.50 1702721120010 ALEXANDER JESSE & GLEN 8105 HEMINGWAY AVE S 1 $4,234.50 $4,234.50 1702721120011 NJOWIR BRUNO F 8117 HEMINGWAY AVE S 1 $4,234.50 $4,234.50 1702721120012 WESTPHAL GREGORY & WENDY BAKER 8129 HEMINGWAY AVE S 1 $4,234.50 $4,234.50 1702721120013 LINKER BENJAMIN & JESSICA M 7637 80TH ST S 1 $4,234.50 $4,234.50 1702721120014 KANE PATRICIA H 7617 80TH ST S 1 $4,234.50 $4,234.50 1702721120015 VOGEL BRIAN C 7597 80TH ST S 1 $4,234.50 $4,234.50 1702721120016 XIONG MAY L & VANG P LEE 7575 80TH ST S 1 $4,234.50 $4,234.50 1702721120017 GRONINGER MARIANNE L 7557 80TH ST S 1 $4,234.50 $4,234.50 1702721120018 GOEBEL JOHN & TIFFANY 7539 80TH ST S 1 $4,234.50 $4,234.50 1702721120019 XIONG SIA 8007 HEMINGWAY AVE S 1 $4,234.50 $4,234.50 1702721120020 HALEY CHAD S & KIRSTEN M 8013 HEMINGWAY AVE S 1 $4,234.50 $4,234.50 1702721120021 ASHLEY BRODRICK A & BRENDA M 8021 HEMINGWAY AVE S 1 $4,234.50 $4,234.50 1702721120022 FREUND JARID D & ALEXIA R 8033 HEMINGWAY AVE S 1 $4,234.50 $4,234.50 1702721120023 STROOZAS NICOLE & MICHAEL 8045 HEMINGWAY AVE S 1 $4,234.50 $4,234.50 Page 5 of 7 Parcel ID Owner Property Address Units $/Unit Total/Unit Final Assessment Roll 2023 Pavement Management Thompson Grove Estates 1st, 6th, 7th, and 10th Improvements 1702721120024 WREN EDWARD J 8057 HEMINGWAY AVE S 1 $4,234.50 $4,234.50 1702721120025 FITZPATRICK LOIS M 8138 HENSLOWE AVE S 1 $4,234.50 $4,234.50 1702721120026 WEVERKA LAWRENCE P & KATHERINE 8126 HENSLOWE AVE S 1 $4,234.50 $4,234.50 1702721120027 GARCIA TITO & ANDY G 8114 HENSLOWE AVE S 1 $4,234.50 $4,234.50 1702721120028 GORACKE-EBERHARDT CAROL M & STEVEN S EBERHARDT8118 HEMINGWAY AVE S 1 $4,234.50 $4,234.50 1702721120029 KELLERMAN PATRICK D & COLLEEN 8108 HEMINGWAY AVE S 1 $4,234.50 $4,234.50 1702721120030 OKESON BRUCE D JR 8098 HEMINGWAY AVE S 1 $4,234.50 $4,234.50 1702721120031 JOHNSON BRIAN 8084 HEMINGWAY AVE S 1 $4,234.50 $4,234.50 1702721120032 VU VANDY 8070 HEMINGWAY AVE S 1 $4,234.50 $4,234.50 1702721120033 HER BEE 8060 HEMINGWAY AVE S 1 $4,234.50 $4,234.50 1702721120034 CONCHA'S RANCH LLC 8050 HEMINGWAY AVE S 1 $4,234.50 $4,234.50 1702721120035 PATNODE KELLY A 8038 HEMINGWAY AVE S 1 $4,234.50 $4,234.50 1702721120036 SCHULZ MICHAEL D & KRISTIE L 8028 HEMINGWAY AVE S 1 $4,234.50 $4,234.50 1702721120037 HOME SFR BORROWER LLC 8018 HEMINGWAY AVE S 1 $4,234.50 $4,234.50 1702721120038 SUMIDA KATHERINE L 8010 HEMINGWAY AVE S 1 $4,234.50 $4,234.50 1702721120039 YOUNG DIANE C 8238 HENSLOWE AVE S 1 $4,234.50 $4,234.50 1702721120040 FULLER CHRISTOPHER P & SARAH J 8222 HENSLOWE AVE S 1 $4,234.50 $4,234.50 1702721120041 HARDING AARON & STRANGE SARAH 8210 HENSLOWE AVE S 1 $4,234.50 $4,234.50 1702721120042 CLATT LARRY J JR & SUSAN F 8198 HENSLOWE AVE S 1 $4,234.50 $4,234.50 1702721120043 NOLAND ROBERT T & ROBYN L 8188 HENSLOWE AVE S 1 $4,234.50 $4,234.50 1702721120044 MOSER THOMAS G II & DIANE 8176 HENSLOWE AVE S 1 $4,234.50 $4,234.50 1702721120045 LONNIE R STOLTE & LOIS A STOLTE JT REV LIV TRS8166 HENSLOWE AVE S 1 $4,234.50 $4,234.50 1702721120046 ERNEST J TIMMERS LIV TRS 8160 HENSLOWE AVE S 1 $4,234.50 $4,234.50 1702721120047 MARUSKA PAUL J & MARY M 8150 HENSLOWE AVE S 1 $4,234.50 $4,234.50 1702721120048 LEHRKE DUSTIN & HEIDI 8186 HEMINGWAY AVE S 1 $4,234.50 $4,234.50 1702721120049 HOGE JAY CHRISTOPHER 8178 HEMINGWAY AVE S 1 $4,234.50 $4,234.50 1702721120050 GILES MATTHEW K & JEANNE M 8166 HEMINGWAY AVE S 1 $4,234.50 $4,234.50 1702721120051 KHATHIYA CHANTHA & SOVANDY SUM 8154 HEMINGWAY AVE S 1 $4,234.50 $4,234.50 1702721120052 GRANDE-BONILLA JULIO A & SANDRA D R C GRANDE8144 HEMINGWAY AVE S 1 $4,234.50 $4,234.50 1702721120053 BACKER JOSEPH E & CATHLEEN A 8136 HEMINGWAY AVE S 1 $4,234.50 $4,234.50 1702721120054 JANICE E PEREYRA TRS 8126 HEMINGWAY AVE S 1 $4,234.50 $4,234.50 1702721120055 MILLER HENRY G 8093 HENSLOWE AVE S 1 $4,234.50 $4,234.50 1702721120056 WAHLIN JOSHUA D & TAVIFA S 8119 HENSLOWE AVE S 1 $4,234.50 $4,234.50 1702721120057 DONNER JAMES C & KATHY A 8135 HENSLOWE AVE S 1 $4,234.50 $4,234.50 1702721120058 CAMERON NEAL & EMILY 8145 HENSLOWE AVE S 1 $4,234.50 $4,234.50 1702721120059 ANDERSON WAYNE R & CHARLOTTE 8151 HENSLOWE AVE S 1 $4,234.50 $4,234.50 1702721120060 WAHLIN TAVIFA S & JOSHUA D 8159 HENSLOWE AVE S 1 $4,234.50 $4,234.50 1702721120061 DEL RIO JOYCE E & JACINTA DEL RIO 8171 HENSLOWE AVE S 1 $4,234.50 $4,234.50 1702721120062 TAACK WILLIAM H 8183 HENSLOWE AVE S 1 $4,234.50 $4,234.50 1702721120063 ROGERS LOREN D 8191 HENSLOWE AVE S 1 $4,234.50 $4,234.50 1702721140001 MURPHY SHANE M 8279 HEMINGWAY AVE S 1 $4,234.50 $4,234.50 1702721140002 MORAN DANIEL 8285 HEMINGWAY AVE S 1 $4,234.50 $4,234.50 1702721140003 KELLY NANCY & DANA CRONIN 8291 HEMINGWAY AVE S 1 $4,234.50 $4,234.50 1702721140004 SCANLON JOHN C & MONICA M 8297 HEMINGWAY AVE S 1 $4,234.50 $4,234.50 1702721140005 SKARA NOAH & JENA 8303 HEMINGWAY AVE S 1 $4,234.50 $4,234.50 1702721140006 VANG DER 8309 HEMINGWAY AVE S 1 $4,234.50 $4,234.50 1702721140007 HOLLERUNG RICHARD D & BARBAR 8315 HEMINGWAY AVE S 1 $4,234.50 $4,234.50 1702721140021 CROCKETT JUDITH M & STEPHEN 8250 HEMINGWAY AVE S 1 $4,234.50 $4,234.50 1702721140022 GREEN CARLY A & RICHARD M 8258 HEMINGWAY AVE S 1 $4,234.50 $4,234.50 1702721140023 ROBERTS JAKE S & LENA 8266 HEMINGWAY AVE S 1 $4,234.50 $4,234.50 Page 6 of 7 Parcel ID Owner Property Address Units $/Unit Total/Unit Final Assessment Roll 2023 Pavement Management Thompson Grove Estates 1st, 6th, 7th, and 10th Improvements 1702721140024 BROWN JEFFREY S 8274 HEMINGWAY AVE S 1 $4,234.50 $4,234.50 1702721140025 CRAIG A & LILLIAN M WENDLAND REV TRS 8282 HEMINGWAY AVE S 1 $4,234.50 $4,234.50 1702721140026 CASE JAYLEN & BAYLEE 8290 HEMINGWAY AVE S 1 $4,234.50 $4,234.50 1702721140027 JERILYN A WIELER REVOCABLE TRUST 8298 HEMINGWAY AVE S 1 $4,234.50 $4,234.50 1702721140028 KEELIN SUZANNE M 8308 HEMINGWAY AVE S 1 $4,234.50 $4,234.50 1702721140029 BELETE HAREGIE & ASMARE MESHESHA 8318 HEMINGWAY AVE S 1 $4,234.50 $4,234.50 1702721140030 BUCKNER ROBERT R & BARBARA A 8332 HEMINGWAY AVE S 1 $4,234.50 $4,234.50 1702721140085 SMITH ANDREA M & KEITH A 8260 HENSLOWE AVE S 1 $4,234.50 $4,234.50 1702721140086 ADAMS JEREMIAH & LISA M 8258 HENSLOWE AVE S 1 $4,234.50 $4,234.50 309 $1,326,126.00 Page 7 of 7 CITY OF COTTAGE GROVE, MINNESOTA CITY COUNCIL RESOLUTION 2023-131 RESOLUTION ADOPTING ASSESSMENTS FOR THE 2023 PAVEMENT MANAGEMENT PROJECT WHEREAS, pursuant to proper notice duly given as required by law, the City Council has met and heard and passed upon all objections to the proposed assessment of the 2023 Pavement Management Project. NOW THEREFORE BE IT RESOLVED, by the City Council of the City of Cottage Grove, County of Washington, State of Minnesota, as follows: 1. Such proposed assessment, in the amount of $1,326,126.00, a copy of which is attached hereto and made a part hereof, is hereby accepted and shall constitute the special assessment against the lands named therein, and each tract of land therein included is hereby found to benefit by the proposed improvement in the a mount of the assessment levied against it. 2. Such assessment shall be payable in equal annual installments extending over a period of 15 years, at an interest rate of 5 percent, the first of the installments to be payable on or before the first Monday in January 2024 and shall bear interest on the entire assessment from the date of this resolution until December 31, 20 24. To each subse- quent installment when due shall be added interest for one year on all unpaid install- ments. 3. The owner of any property so assessed may, at any time prior to certificat ion of such assessment to the County Auditor, pay the whole of the assessment on such property, with interest accrued to the date of payment, to the City Treasurer, except no interest shall be charged if the entire assessment or on any amount $500 or great er is paid within 30 days from the adoption of this resolution; and she/he may, at any time there - after, pay to the City Treasurer the entire amount of the assessment remaining unpaid, with interest accrued to December 31 of the year in which payment is made. Such pay- ment must be made before November 15 or interest will be charged through December 31 of the next succeeding year. 4. The Director of Finance shall transmit a certified duplicate of this assessment to the County Auditor to be extended on the property tax lists of the County. Such assessment shall be collected and paid over in the same manner as other municipal taxes. Passed this 18th day of October 2023. Myron Bailey, Mayor Attest: Tamara Anderson, City Clerk A SPECIAL BENEFITS APPRAISAL RESTRICTED APPRAISAL R EPORT (BRKW File No. 8 1 56) VALUATION DATE: DECEMBER 29 , 2022 FOR AMANDA MEYER, P.E. ASSISTANT CITY ENGINEER CITY OF COTTAGE GROVE 12800 RAVINE PARKWAY S. COTTAGE GROVE, MN 55016 BY PAUL J. GLEASON, MAI FOUR PROPERTIES: THREE SINGLE -FAMILY RESIDENTIAL AND ONE PUBLIC/INSTITUTIONAL (HOPE COMMUNITY CHURCH) COTTAGE GROVE, MINNESOTA CITY OF COTTAGE GROVE 2023 ROADWAY REHABILITATION PROJECT BRKW APPRAISALS, INC. 2100 MINNEAPOLIS AVENUE, MINNEAPOLIS , MN 55 406 651.646.6114 www.brkw.com D ecember 31 , 202 2 Amanda Meyer , P .E . Assistant C ity Engineer City of Cottage Grove 12800 Ravine Parkway Cottage Grove, MN 55016 R e : Special Benefits A ppraisal 4 Properties: 3 Single -Family Residential a nd 1 Public/Institutional (Hope Community Church) Cottage Grove, Minnesota City o f Cotta ge Grove 2023 Roadway Rehabilitation Project Dear M s . Meyer : In accordance with your request, I am providing you with a special benefits appraisal pertaining to four subject properties fronting one or more of the street s proposed for improvements via the City of Cottage Grove 2023 Pavement Management p roject . This app raisal is presented in a Restricted Appraisal Report format, in accorda nce with the requirements of the Uniform Standards of Professional Appraisal Practice. The opinion of the special benefit s resulting from the public improvement project is as of Decem b er 29, 2022 , the date of viewing of the project area and subject propert ies . The purpose of the appraisal is to provide an opinion of the increase in market value, if any, to the s ubject propert ies resulting from the proposed street/utility improvements p roject, which is planned for construction in 2023 . The intended use of the appraisal is for assisting City of Cottage Grove officials in levying in an equitable manner special assessments to the propert ies benefited by the project. The intended users are officials of the City of Cottage Grove. The value benefits, if any, of street, utility and other such public improvements accrue to the land component of a property, not to the value of buildings and other improvements on the land. Consequently, this spe cial benefits analysis is limited to the valuation of only the land component s of the propert ies appraised. The before -and -after valuation methodology has been used in this appraisal, which analyzes the market value of the land components of the subject p ropert ies prior to the proposed project in relation to the market value of the land after the project is completed. The difference between the before and after opinions of land value reflects the value of special benefits. BRKW APPRAISALS, INC. PAGE 2 In my opinion, the special value benefits to the subject propert ies resulting from completion of the City of Cottage Grove 202 3 P avement Management project , as of December 29 , 202 2 , are as follows: The following hypothetical condition has been applied in this appraisal: In the “after improvements” position on the effective date of valuation, which is December 29 , 2022 , it is assumed for val uation purposes that the proposed street and utility improvements have been completed, when in fact they are proposed but have not yet been completed. Applying the hypothetical condition as described above might have affected the assignment results. I have no performed services as an appraiser regarding the properties that are the subject of the report within the three -year period immediately preceding acceptance of this assignment. This appraisal assignment is not based on a requested minimum valuation o r a specific valuation for approval of a loan. The opinions of market value and special benefits in the appraisal were developed independent of any undue influence. The appraised values assume all real estate taxes and special assessment balances, if any , have been paid in full. The values are gross values with no allowances made for brokerage commissions, real estate taxes or other carrying costs associated with a property during its marketing period. The values are based on an exposure time of 0 to 12 months. This appraisal report has been prepared in conformity with the Uniform Standards of Professional Appraisal Practice (USPAP) as promulgated by the Appraisal Foundation. The facts and information contained in this report were obtained from sou rces that are considered to be reliable and are true to the best of my knowledge and belief, but are not guaranteed. This appraisal report is contingent upon the assumptions and limiting c onditions included within this report. Property No.PID # 1 Small Single-Family Lot Property 8183 80th St. S.16-027-21-22-015 $5,800 Connie Blaisdell 2 Medium-Size Single-Family Lot Property 8131 Homestead Ave. S.17-027-21-11-0032 $6,500 Anderson Living Trust 3 Large Single-Family Lot Property 8126 Henslowe Ave. S.17-027-21-12-0026 $7,100 Lawrence and Katherine Weverka 4 Hope Community Church 8300 Hyde Ave. S.16-027-21-23-0069 $21,900 Park Grove Alliance City of Cottage Grove, Minnesota 2023 Pavement Management Special Benefits Opinions Property Type/ Fee Owner Address Opinion of Special Benefit BRKW APPRAISALS, INC. PAGE 3 Your attention is directed to the following report which summarizes the data, analyses and conclusions that support the opinions of value. Sincerely, BRKW APPRAISALS, INC. Paul J. Gleason, MAI Certified General Real Property Appraiser Minnesota License #4003073 TABLE OF CONTENTS IDENTIFICATION OF PROPERTIES APPRAISED/LEGAL DESCRIPTIONS ................. 1 PURPOSE/INTENDED USE OF THE APPRAISAL/INTENDED USERS ........................... 1 PROPERTY RIGHTS APPRAISED ................................................................................ 1 DATES OF INSPECTION AND VALUATION ................................................................ 1 P ROJECT L OCATION AND S UBJECT P ROPERTIES I DENTIFICATION M AP ................................. 2 SCOPE OF WORK ........................................................................................................ 3 EXTRAORDINARY ASSUMPTIONS/HYPOTHETICAL CONDITIONS ........................... 4 MARKET VALUE DEFINITION ................................................................................... 4 CONTINGENT AND LIMITING CONDITIONS ............................................................. 5 COMPETENCY PROVISION ........................................................................................ 6 ZONING ...................................................................................................................... 6 HISTORY OF OWNERSHIP .......................................................................................... 6 DESCRIPTION OF SUBJECT NEIGHBORHOOD AND PROPERTIES ............................ 6 DESCRIPTION OF EXISTING I NFRASTRUCTURE ...................................................... 7 DESCRIPTION OF PROPOSED IMPROVEMENTS ........................................................ 9 M AP S HOWING C ONDITION R ATINGS OF S TREETS IN P ROJECT A REA .................................. 10 M AP S HOWING S TREETS TO B E I MPROVED IN P ROJECT A REA ........................................... 11 HIGHEST AND BEST USE .......................................................................................... 12 SPECIAL BENEFIT CONSIDERATIONS AND CONCLUSIONS ................................... 13 SPECIAL BENEFIT ANALYSIS PROCESS .................................................................. 15 SPECIAL BENEFIT OPINIONS .................................................................................. 15 EXPOSURE TIME ...................................................................................................... 16 CERTIFICATION ....................................................................................................... 17 PROFESSIONAL QUALIFICATIONS .......................................................................... 18 BRKW APPRAISALS, INC. PAGE 1 IDENTIFICATION OF PROPERT IES APPRAISED/LEGAL DESCRIPTION S The owner s , address es, tax parcel number s and legal description s of the appraised subject propert ies are presented below. A map depicting the area of the pr oposed improvement project and the location of the subject propert ies within the project area is shown on the next page . The propert ies are described in greater detail later in this report. PURPOSE/INTENDED USE OF THE APPRAISAL/INTENDED USERS The purpose of the appraisal is to provide an opinion of the increase in market value, if any, to each of four subject properties result ing from the proposed City of Cottage 2023 Pavement Management p roject . The intended use of the appraisal is for assisting City officials in levying in an equitable manner special assessments to properties benefited by the improvement project. The intende d users are City of Cottage Grove officials , and the client of the appraisal is the City of Cottage Grove . PROPERTY RIGHTS APPRAISED The property rights appraised are those of the fee simple estate. DATES OF INSPECTION AND VALUATION The effective dat e of this appraisal is December 29 , 2022. On this date, the project area of the proposed Cottage Grove 202 3 Pavement Management project was visited by the appraiser, and an exterior viewing was made of the subject properties from adjoining public roadways . Property No.Tax Parcel I.D. No.Legal Description 1 Small Single-Family Lot Property 8183 80th St. S.16-027-21-22-0015 Connie Blaisdell 2 Medium-Size Single-Family Lot Property 8131 Homestead Ave. S.17-027-21-11-0032 Anderson Living Trust 3 Large Single-Family Lot Property 8126 Henslowe Ave. S.17-027-21-12-0026 Lawrence and Katherine Weverka 4 Hope Community Church 8300 Hyde Ave. S.16-027-21-23-0069 Park Grove Alliance Subject Properties Summary Property Type/ Fee Owner Address Outlot 1, Thompson Grove Estates 1st Addn. Lot 2, Block 2, Thompson Grove Estates 6th Addn. Lot 27, Block 4, Thompson Grove Estates 6th Addn. Lot 2, Block 3, Thompson Grove Estates 7th Addn. BRKW APPRAISALS, INC. PAGE 2 Project Location and Subject Properties Identification Map Property 2 Property 4 Property 1 Property 3 2023 6 NOT INCLUDED BRKW APPRAISALS, INC. PAGE 3 SCOPE OF WORK The City of Cottage Grove plans to rehabilitate several residential streets in the Thompson Grove Estates 1 st, 6 th, 7th, and 10 th A ddi tions within an ar ea lying south of 80th Street , north of H i llside Trail and west of Ing leside and Ideal A v enue s . The opinions of special benefits, if any, accruing to the appraised properties as a result of the project are intended to assist the client in determining the appropriate assessments to be levied to all benefiting properti es. The subject properties are appraised for special benefits purposes by completing a before -and -after valuation approach. The properties are valued in their current state before the project has commenced, and then again after, assuming the project impr ovements have been completed. The difference between the before and after values reflects the concluded increase in value, or special benefits, accruing to each subject property as a result of the improvement project. T he special benefits of public impro vement projects such as street rehabilitation accrue to the land component of properties only , and not to the buildings and supporting site improvements. Consequently , the focus of valuation in this report is on land only. Opinions of the market value of the subject property land component s have been developed in this appraisal using the Sales Comparison Approach method of valuation . The Sales Comparison Approach involves the comparison and analysis of land parcels recently sold which are similar to the subject land. The application of the Cost and Income Approaches typically applies only when a property valuation includes buildings and other improvements having contributory v alue. For the purposes of this appraisal, which focuses on land value, neit her of these approaches was necessary for developing credible opinions of special benefits resulting from the proposed project. Consequently, the Cost and Income Approaches were not applied in this appraisal. This report is presented in a restricted appraisal report format in compliance with the reporting requirements of Standards Rule 2 -2 (b) of the Uniform Standards of Appraisal Practice (USPAP). The results of the analysis and the conclusions pertaining to the market value of the subject property are presented in an abbreviated manner in this report, at a level of detail sufficient for the needs o f the intended user, which is the client. Additional notes, analyses, and supporting data are retained in the appraiser’s office work file. The report does not contain supporting rationale for all of the opinions and conclusions stated in this report. The report is intended to be read and used only by the client identified herein . BRKW APPRAISALS, INC. PAGE 4 EXTRAORDINARY ASSUMPTIONS/HYPOTHETICAL CONDITIONS An Extraordinary Assumption is defined in the Uniform Standards of Professional Appraisal Practice (USPAP) 2020-2021 Edition ©The Appraisal Foundation, Page 4 , as: An assignment -specific assumption as of the effective date regarding uncertain information used in an analysis which, if found to be false, could alter the appraiser’s opinions or conclusions . A Hypothe tical Condition is defined in the Uniform Standards of Professional Appraisal Practice (USPAP) 2020-2021 Edition ©The Appraisal Foundation, Page 4 , as: A condition, directly related to a specific assignment, which is contrary to what is known by the appra iser to exist on the effective date of the assignment results, but is used for the purpose of analysis. Comments : The following hypothetical condition has been applied in this appraisal: • In the “after improvements” position on the effective date of valuation, which is December 29 , 202 2 , it is assumed for valuation purposes that the proposed street and utility improvements have been completed, when in fac t they are proposed but have not yet been completed. Applying the hypothetical condition as described above might have affected the assignment results. See Contingent and Limiting Conditions, which are standard assumptions that apply to the appraisal, la ter in this report. MARKET VALUE DEFINITION Although the appraisal communicated in this report was not prepared for a financial institution, the commonly -used definition of market value found in the federal regulations of the agencies that regulate fin ancial institutions has been used in this a ssignment. BRKW APPRAISALS, INC. PAGE 5 CONTINGENT AND LIMITING CONDITIONS This appraisal report is subject to the following Limiting Conditions and Assumptions: 1. The subject property legal descriptions referenced in this report and/or relied upon when completing this appraisal are assumed to be correct. 2. The appraiser assumes no responsibility for matters legal in nature affecting the property appraised or the title thereto, nor does the appraiser render any opinion as to the titl e, which is assumed to be good and marketable. The property is appraised as though under responsible ownership. 3. No survey has been prepared of the property by the appraiser and no responsibility is assumed in connection with such matters. Sketches in thi s report are included only to assist the reader in visualizing the property. 4. Information furnished by others is assumed to be reliable. However, the appraiser assumes no responsibility for its accuracy. 5. In cases where no soil tests have been submitted, th e appraiser has assumed a good subsoil condition, subject to visual observations noted in the report. 6. The appraiser assumes that there are no hidden or unapparent conditions of the property, subsoil or structures, which would render it more or less valuabl e. The appraiser assumes no responsibility for such conditions or for engineering that might be required to discover such factors. 7. The appraiser is not required to give testimony or appear in court because of having made this appraisal with reference to t he property in question, unless arrangements have been previously made. 8. The distribution of the total valuation in this report between land and improvements applies only under the highest and best use of the property. 9. The Bylaws and Regulations of the pr ofessional appraisal organizations with which the appraiser is affiliated govern disclosure of the contents of the appraisal report. 10. Possession of this report, or a copy thereof, does not carry with it the right of publication. It may not be used for any purpose by any person other than the party to whom it is addressed without the written consent of the appraiser, and, in any event, only with proper written qualifications and only in its entirety. 11. Neither all nor any part of the contents of this report, o r a copy thereof, shall be conveyed to the public through advertising, public relations, news, sales or any other media without written consent and approval of the appraiser. Nor shall the appraiser, firm or professional organization of which the appraise r is a member be identified without the written consent of the appraiser. 12. The value conclusion assumes all taxes and special assessments are paid in full. 13. The after improvements valuation in this appraisal assumes propose d improvements have been completed in accordance with the description of the proposed work provided to the appraiser by the City of Cott age Grove . Environmental Disclaimer: The value opinions in this report are based on the assumption that the subject properties are not adversely affected by the existence of hazardous substances or detrimental environmental conditions. A routine inspection of the properties did not reveal or indicate any such conditions. In that the appraiser is not qualified in this field of expertise, the client is encouraged to retain an expert in such investigations, if so desired. BRKW APPRAISALS, INC. PAGE 6 COMPETENCY PROVISION Paul J. Gleason, MAI has been a full -time professional real estate appraiser since 1992. Provided later in this report is a summary of his professional qualifications. Mr. Gleason has completed numerous special benefit valuations, similar to that contained within this report, within the past two decades. The educational training and extensive work experience of the appraiser, who is licensed as a Certified General Real Property Appraiser, enables completion of this appraisal assignment in a professional manner consistent with the intent of the competency provision of the Uniform Standards of Professional Appr aisal Practice. ZONING All four subject pr operties are zoned R -3, Single Fami ly Resid ent ial District. HISTORY OF OWNERSHIP T h ere are no apparent recorded transfers of the subject properties within at least three years prior to the date of valuation ; and the appraiser is not aware of any current listi ng, pending sale or purchase option pertaining to any of the subject properties as of the effective date of valuation. DESCRIPTION OF SUBJECT NEIGHBORHOOD AND PROPERT IES Neighborhood The subject propert ies are located in the northwest port ion of the sizable Thompson Oaks Es tate s residential develop ment, which consists of several additions containing predomina ntly single -fam ily homes developed in the 19 60s in the ce ntral part of Cottage Grove . The subj ect neighborhood area li es south of 80 th Str eet, e ast of the retail sh opping area anchored by Hy -V ee, north of Hillside T r ail and generally west of Ingleside and Idea l Avenues. T he subject area appear s to be develop ed solely with moderate to mode st-priced single -fam ily homes, together with tw o city pa rks and a church. BRKW APPRAISALS, INC. PAGE 7 Properties DESCRIPTION OF EXISTING INFRASTRUCTURE A feasibility report pertaining to the proposed 2023 Pavement Management project , completed by Bolton & Menk, Inc. and dated January 4, 2023, was provided by the City of Cot t a ge Grove and reviewed by the appraiser. The area existing infrastructure, as well as the proposed improvements, are summarized on the following page s , with text primarily copied and pasted directly from the feasibility report into this appraisal report . Some paraphrasing, minor editing and consolidating of text from the feasibility report has been completed by the appraiser as well . Street s – The streets are urban -residential and are generally 36 feet wide with B618 type concrete curb and gutter. The 80 th Street frontage road varies from this standard at 22 feet wide . The streets were originally constructed between 1963 and 1966 and were then reconstructed between 1996 to 1998 with two different reconstruction methods. A majority of the project area reclaimed the original bituminous pavement, instal led new concrete curb and gutter and then paved over the reclaim material. The e astern portion of 83 rd Street and the entire 80 th Street frontage road were fully reconstructed . The average street section in the neighborhood consists of approximately 4 inches of bituminous over 10 inches of base. Use/Improvements Comments 1 0.23 Single-family home built in 1963 Generally level, moderately irregular shaped lot with 80' of frontage on the south side of the 80th Street south frontage road. 2 0.31 Single-family home built in 1964 Generally level, generally rectangular-shaped lot with about 75' of frontage on the northerly side of Homestead Ave. S. 3 0.74 Single-family home built in 1967 Moderately irregular but generally rectangular lot with about 71' on the southwest side of Henslowe Ave. S. Moderately to significantly downward sloping topography toward rear of lot; most of lot is thickly wooded with mature trees. 4 3.90 Church built in 1980 Irregular, somewhat L-shaped site with about 599' of frontage on the west side of Hyde. Ave. S. and 209' of frontage on the north side of Hemingway Ave. S. Two access openings along Hyde Ave. Topography ranges from generally level, to downward sloping toward the south within the south approximately 40% of the site. Description Of Subject Properties Property No./Type Land Area (Ac.)1 1 Land area is net of road right of way, if any; is based primarily on information provided in county records; and is subject to survey. Small Single-Family Lot Property Medium-Size Single-Family Lot Property Large Single-Family Lot Property Hope Community Church BRKW APPRAISALS, INC. PAGE 8 Many of the street sections show sig n s of stripping, which is generally described as the separation of asphalt cement from the aggregate due to moisture, which degrades the durability of the pavement. A visual inspection was performed in 2022 to evaluate pavement surface conditions. A Pavement Surface Evaluation and Rating (PASER) r ating was determined , reflecting the pavement condition as represented by a numerical index between 0 and 1 0, where 0 is worst and 10 is best . T he pavement condition of the roadways in the project area generally range from 3 to 5 (poor/fair condition). Concrete Curb/Gutt er – For its age, the existing concrete curb and gutter is in good condition as it w ould require only approximately 15% to be removed and replaced. U tilities Sanitary Sewer – The sanitary sewer system was primarily constructed in the early to mid -1960s. The existing sanitary sewer primarily consists of 9 -inch v itrified c lay p ipe with several sections of 12 -inch ductile iron p ipe . The existing sanitary sewer was televised in 2022 to evaluate pipe condition . The televising reports show that the pipe is gener ally in fair condition. Due to the age of the sanitary sewer, sections of sewer were identified as needing additional maintenance work to extend the lifespan of the pipe. The televising identified locations where service wyes or pipe sections were cracked and needing repair. Additionally , sanitary sewer structures were inspected in 2022. Miscellaneous needed structure repairs such as adjusting structure castings, adding or replacing barrel and cone sections, and replacing lids were noted as a result of the inspection . Water m ain – The watermain within the project area consists primarily of 6 - to 12 - inch diameter cast iron pipe , which was installed prior to the street construction in the early 1960s. The watermain is believed to be in good condition but due to the age of the water main, valve bolts and fittings should be checked for corrosion prior to street reconstruction. Public Works keeps records of watermain breaks and due to the relative infrequency within these neighborhoods, replacement is not war ranted at this time. Public Works has found all valves to be operational. Storm Sewer – The storm sewer within the project area was install ed during the street construction in the 1960 s and consists of reinforced concrete pipe ranging in size from 12 to 33 inch es in diameter . The existing storm sewer was televised in 2022 to determine pipe condition and necessary repairs. S torm structures were also inspected in 2 022. Storm sewer mains are generally in fair condition. However, several existing storm sewer pipes presented problems with crack separation requiring repair. Structures were generally in good condition with some miscellaneous needed structure patching, lining, m inor replacements, and other repairs noted as a result o f the inspection . BRKW APPRAISALS, INC. PAGE 9 DESCRIPTION OF PROPOSED IMPROVEMENTS Street s –Due to the types of distress present in the existing pavement, the anticipated acceleration of deterioration due to asphalt stripping, and risks associated with a mill - overlay at this age, the streets within the project area are proposed to undergo a full pavement replacement with 3.5 inches of new pavement. The concrete curb and gutter is proposed to undergo spot curb replacement. Preliminary estimates indicate that approximately 15% will need to be removed and replaced , with the same style B618 concrete curb and gutter. Traffic signs are proposed to be replaced as a part of this project to meet federal retro reflectivity requirements. In addition, signs will be evaluated for conformance to the adopted City sign policy and signs will be rem oved or supplemented as required . Street Lighting – Though t he existing streetlights and wire throughout the neighborhood are generally in acceptable condition , Public Works has identified several streets that need the wiring to be replaced due to the amount of past maintenance that has been required. Conduit will be directionally drilled behind the curb to reduce disturbance and increase the durability of the lines. Utilities Sanitary Sewer – The sanitary sewer manhole castings will be salvaged and reinstalled. The existing concrete adjusting rings will be replaced with new high - density polyethylene adjusting rings to conform to current City standards, and 1 -foot secti ons will be added to structures where necessary. Several sanitary pipes were identified from the televising as needing to be replaced. Wherever feasible, short cure -in-place pipe liners will be installed to rep air cr acked pipes to a void rep air s requiring street e xcavation in the future . Water m ain – It is proposed that broken valve top sections be removed and replaced as a part of this project. It is anticipated that a small sample of valves be dug up and checked for bolt corrosion prior to street construction. Any corroded bolts would be replaced i f necessary, and additional valves with like conditions could be dug up and checked if warranted. As a part of this process, the valve box would be replaced in conjunction with the work. Also, it is proposed to extend the hydrant barrel on any hydrant requ iring adjustment. Public Works has identified the p ressure r educing v alve as needing to be replaced as part of the project. Finally, hydrants will be reconditioned by sandblasting and painting, and concrete hydrant access pads are proposed to be cons tructed in accordance with current City standards. Storm Sewer – The proposed design includes re placing existing adjusting rings with new high -density polyethylene adjusting rings to conform to current City standards on any structure adjacent to curb in poor condition. Wherever the curb is in good condition, the rings will be spray lined to im prove the ring conditions as well as avoid extra disturbance. Other storm sewer repairs will include adding 1 -foot sections to structures where necessary, replacing failing pipe sections, and repairing or repla cing structures and castings that are in poor condition. Existing castings in good condition will be salvaged and reinstalled on the new rings. Miscellaneous structure patching and other repairs will be performed as needed. BRKW APPRAISALS, INC. PAGE 10 Map S howing C ondition Rati ngs of Street s in Project Area Property 2 Property 4 Property 1 Property 3 BRKW APPRAISALS, INC. PAGE 11 Map S howing Street s to Be Improved in Project Area Property 2 Property 4 Property 1 Property 3 BRKW APPRAISALS, INC. PAGE 12 HIGHEST AND BEST USE Conclusion of Highest and Best Use – B efore Project As Vacant As Improved Only an exterior inspection from public roadways was made of the subject properties; no interior inspections were made of the buildings on the properties. Though an in - depth highest and best use analy sis of the properties, as improved, was not completed, it appears to be reasonable to conclude that in the case of each subject property, its highest and best use, as improved, is continuation of its current use. Consequently, such is my conclusion. Con clusion of Highest and Best Use – After Project After the proposed street and utility improvements are completed, the highest and best use of the subject properties is unchanged relative to the before project position. Property Highest and Best Use, As Vacant 1. Small Single-Family Lot Property Development with one single-family home 2. Medium-Size Single-Family Lot Property Development with one single-family home 3. Large Single-Family Lot Property Development with one single-family home 4. Hope Community Church Low-density residential development BRKW APPRAISALS, INC. PAGE 13 SPECIAL BENEFIT CONSIDERATIONS AND CONCLUSIONS 1. Before the proposed improvements, the street surfaces in the project area are relatively old and deteriorated. A recent visual inspection perfor med by the City of Cottage Grove indic ates the pavement condition ratings of the streets range from fair to poor (3, 4 or 5 on a scale of 0 to 10, with 10 being best). It can be anticipated that further deterioration will result in a worsening of problems associated with advanced age, including improper drainage, uneven driving surf aces, increased formation of potholes, etc. 2. Though most of the concrete curb/gutter adjoining the str eets is in good overall condition for its age , some s ections are in need of replacement (about 15% o f total ). 3. Though t he util i ty inf rastruc ture in the project area is in generall y satisfactory to good overall condition, minor repairs and replacements of various comp onents within the infrastruct ure are needed. 4. The condition and quality of streets and utilities serving and fronting commercial, residential and other properties influences the value, curb appeal and general desirability of the properties. 5. The proposed rehabilitation of stre ets serving the subject properties , via full pavement rep lacem ent , will substantially improve the safety, convenience and general appeal of access into and out of the subject properties. The project will reverse the deteriorating state of the existing streets and result in new surfacing and , in some areas, replacement of deteriorated concrete curb and gutter , where needed . 6. Safety aspects for vehicles traveling on a rehabilitated street are enhanced by the elimination of potholes, cracks, etc. Street icing problems are reduced as water is more ef ficiently diverted off the roadway surface that could otherwise collect in the deteriorated street areas during frost seasons. 7. The proposed repairs and replacements, as necessary, of water main, sanitary sewer and storm sewer utility components in the project area will preempt potential major problems and disruptions in these systems, as we ll as extend the life of this infrastructure, deferring the need for total replacement to a significantly later point in time. 8. The proposed project improvements may result in some general benefit to neighborhoods and properties beyond the immediate subject neighborhood. However, a significant amount of benefit resulting from the project is special, attaching to the properties dir ectly fronting the improved streets in the project area , including the subject properties. BRKW APPRAISALS, INC. PAGE 14 9. The land value increase for each property, on a percentage , per -square -foot and/or per -front -foot basis, resulting from the street and related improvements can vary, and in this appraisal they do vary in some cases. This is due to differences among the properties in highest and best use, parcel land value, parcel size, parcel configuration and/or amount of street frontage . Following are comments on specific circumstances that influence the special benefit s resulting from the proposed public improvements: Single -Family Lot Properties : Generally, larger home lots ha ve higher values than s maller lots, other fac tors being similar. A d ditionally, higher -valued lots ten d to have the capacity absorb more special benefits from a street and utility project, relative to lower -valued lots. Primar ily f or these reasons, the special benefit conclusion s for the three single -fami ly lo t properties increase with the si ze of each propert y ’s lot. Hope Communit y Church Property : Th is property has a significantly larger l and area than the single -fami ly lot pr operties and a s a result its conclusion of special benefit s accruing from the project is much larger on a total dollars basis. On the other hand, the benefit on a per -square -square -foot -of-land and per -front -foot basis is much lower , relative to the single -family pro pert ies. The primary reason for this is that sign i fican t l y larger residential land parc els such as the church property have much lower values per squa r e foot than smaller resi dential lots , and thus they tend to absorb lower benefits from street/utility projects on a per -s q uare -foot -of- land basis, relative to small er land parcels . BRKW APPRAISALS, INC. PAGE 15 SPECIAL BENEFIT ANALYSIS PROCESS Arriving at an opinion of special value benefits accruing to the subject propert ies as a result of completion of the proposed City of Cottage G r ove 202 3 P avement Mana gement project is accomplished by developing "before project " and "after project " opinions of market value for the subject property parcels . The improvements on the land are concluded to have the same value contributions to the total property value in both the "before and after" project positions. Consequently, the extent of special value benefits resulting from the public improvements project can be reliably derived by analyzing the value of the land component only of each property. The Sales Comparison Approach, which involves the comparison of recently sold land parcels similar to the appraised property, is applied to the valuation of each of the subject properties. The comparable sale prices are analyzed and adjustments are made for value -related differences relative to the subject property. The result of the analysis and adjustments is the generation of a range of value indications for the subject land. The strengths and weaknesses of each comparable sale and its value indicati on are evaluated before arriving at a final value opin ion for the subject land parcel, before and after the proposed improvement project. R etained in the appraiser ’s office work file for this assignment are market data, notes and other supporting information pertaining to the application of before -and -after valuation analys es completed for each subject propert y for the purpose of arriving at opinions of special benefit. Shown below is the result of these analys e s , presenting the opinion s of the special benefit value s as of December 29 , 202 2 resulting from the City of Cottage G r ove 202 3 P avement Mana gement project : SPECIAL BENEFIT OPINION S Property No.PID # 1 Small Single-Family Lot Property 8183 80th St. S.16-027-21-22-015 $5,800 Connie Blaisdell 2 Medium-Size Single-Family Lot Property 8131 Homestead Ave. S.17-027-21-11-0032 $6,500 Anderson Living Trust 3 Large Single-Family Lot Property 8126 Henslowe Ave. S.17-027-21-12-0026 $7,100 Lawrence and Katherine Weverka 4 Hope Community Church 8300 Hyde Ave. S.16-027-21-23-0069 $21,900 Park Grove Alliance City of Cottage Grove, Minnesota 2023 Pavement Management Special Benefits Opinions Property Type/ Fee Owner Address Opinion of Special Benefit BRKW APPRAISALS, INC. PAGE 16 EXPOSURE TIME The preceding opinion s of special benefits reflect an increase in the market values of the subject propert ies resulting from the proposed public improvement project . The before and after project property market values associated with these conclusion s of special benefits are based on estimated property exposure times of 0 to 12 months. Exposure time is defined as “an opinion, based on supporting market data, of the length of time that the property interest being appraised would have been offered on the market prior to the hypothetical consummation of a sale at market value on the effective date of the appraisal ” (Source: 20 20-2021 Uniform Standards of Appraisal Practice, p . 4 ). BRKW APPRAISALS, INC. PAGE 17 CERTIFICATION The undersigned does hereby certify that in this appraisal report: 1. This appraisal assignment is not based on a requested minimum valuation or specific valuation for approval of a loan. The estimate of market value identified in this report was developed independent of any undue influence. 2. Neither my engagement to make this appraisal (or any future appraisals for this client), nor any compensation, therefore, are contingent upon the development or report of a predete rmined value or direction in value that favors the cause of the client, the amount of value estimate, the attainment of a stipulated result, or the occurrence of a subsequent event directly related to the intended use of the appraisal. 3. My engagement in thi s assignment was not contingent upon developing or reporting predetermined results. 4. I have no present or contemplated future interest in the real estate that is the subject of this appraisal report. 5. I have no personal interest or bias with respect to the s ubject matter of this appraisal report or the parties involved. 6. To the best of my knowledge and belief the statements of fact contained in this appraisal report upon which the analyses, opinions and conclusions expressed herein are based, are true and cor rect. 7. The reported analyses, opinions, and conclusions are limited only by the reported assumptions and limiting conditions, and are my personal, impartial, and unbiased analyses, opinions, and conclusions. 8. This appraisal report has been made in conformity with and is subject to the requirements of the Code of Professional Ethics and Standards of Professional Conduct of the Appraisal Institute, and the Uniform Standards of Professional Appraisal Practice. 9. No one provided significant professional assistance to the person(s) signing this certification. 10. I have made a personal inspection of the property that is the subject of this report. 11. The use of this report is subject to the requirements of the Appraisal Institute relating to review by its duly authorized re presentatives. 12. As of the date of this report, I have completed the continuing education program for Designated Members of the Appraisal Institute. 13. The by -laws and regulations of the Appraisal Institute govern disclosure of the contents of this appraisal re port. 14. Neither all nor any part of the contents of this report (especially any conclusions as to value, the identity of the appraiser or the firm with which he/she is connected, or any reference to the Appraisal Institute or MAI designation) shall be dissem inated to the public through advertising media, public relations media, news media, sales media, or any other public means of communication without the prior written consent and approval of the undersigned. 15. I have the knowledge and experience to complete t his appraisal in a competent manner. Neither my company nor I have been sued by a regulatory agency or financial institution for fraud or negligence involving an appraisal report. 16. I have performed no services as an appraiser regarding the propert ies that are the subject of the report within the three -year period immediately preceding acceptance of this assignment. Paul J. Gleason, MAI Certified General Real Property Appraiser Minnesota License #4003073 BRKW APPRAISALS, INC. PAGE 18 PROFESSIONAL QUALIFICATIONS PAUL J. GLEASON, MAI PROFESSIONAL MEMBERSHIPS AND ASSOCIATIONS MAI Member – The Appraisal Institute APPRAISER LICENSE Certified General Real Property Appraiser – State of Minnesota – License #4003073 EDUCATION University of Wisconsin at La Crosse , Wisconsin – 1985 Bachelor of Science Degree in Business Administration PROFESSIONAL EXPERIENCE Principal – BRKW Appraisals, Inc., Minneapolis , MN, 2007 -present Staff Appraiser – BRKW Appraisals, Inc., St. Paul, MN, 1993 -2006 App raiser – Certified Appraisers, Excelsior, MN, 1993 Appraiser – Stiles Appraisals, Inc., Plymouth, MN, 1992 -1993 Expert Witness Testimony – For real estate litigation in numerous condemnation commissioners’ hearings, arbitration hearings and in District Court Presenter/Speaker at Minnesota Department of Transportation’s 2016 Right o f Way Professionals Workshop, Brainerd, MN Presenter/Speaker at Minnesota Department of Transportation’s 2014 Right o f Way Professionals Workshop, Brainerd, MN Pres enter/Speaker at Minnesota Department of Transportation’s 2012 Right o f Way Professionals Workshop, Brainerd, MN Presenter/Speaker at Minnesota Department of Transportation’s 2010 Right o f Way Professionals Workshop, Breezy Point, MN Appraisal assignmen ts have been completed for the following purposes: Condemnation – Partial and total acquisitions, in fee title and in easement form Property Damage Claims Litigation Special Benefits Valuation Mortgage Financing General Valuation Needs – Purchase negotiations, listing prices, internal family or partnership transactions, estate planning/taxes, marriage dissolution, etc. BRKW APPRAISALS, INC. PAGE 19 Professional Qualifications – Paul J. Gleason, MAI Page 2 PROPERTY TYPES APPRAISED Land – Commercial, industrial, residential acreage, agricultural, finished lots Commercial Buildings – Office, industrial, retail, medical office, auto dealerships Apartment Buildings/Complexes 1 -4 Family Residential – Single -family home, townhome, condo, duplex, fourplex PROFESSIONAL REAL ESTATE STUDIES Appraisal Institute courses, including all required for MAI designation: Course 110: Appraisal Principles (examination passed) Course 120: Appraisal Procedures (examination passed) Course 210: Residential Case Study Course 310: Basic Income Capitalization Course 410: National Uniform Standards of Professional Appraisal Practice Course 420: Business Practices and Ethics Course 510: Advanced Income Capitalization Course 520: Highest and Best Use and Market Analysis Course 530: Advanced Sales Comparison and Cost Approaches Course 540: Report Writing and Valuation Analysis Course 550: Advanced Applications Numerous additional classes and seminars for appraisal pre -license and continuing education requirements, on an ongoing basis, from Appraisal Institute and other sources CLIENTS INCLUDE Minnesota Cities of Afton, Austin, Apple Valley, Blaine, Cambridge, Cottage Grove, Eagan, Lino Lakes, Maplewood, Northfield, Oak Park Heigh ts, Owatonna, Prior Lake, Rochester, Savage, Wabasha and Woodbury, among others Associated Bank BMO Harris Bank N.A. Bremer Bank Bridgewater Bank Dougherty, Molenda, Solfest, Hills & Eckberg Lammers, P.C. Bauer, P.A. Everett Law, LLC Greene Espel PLLP LeVander, Gillen & Miller, P.A. Kennedy & Graven, Chartered Metropolitan Council Minnesota Dept. of Transportation US Bank Western Bank And various other individuals, attorneys, communities and counties Revised: July 1, 2022 1 City Council Action Request 9.B. Meeting Date 10/18/2023 Department Finance Agenda Category Action Item Title Tall Weeds Assessment Hearing Staff Recommendation 1. Hold Public Hearing. 2. Adopt resolution 2023-132, Adopting service charges for the removal of noxious weeds and plants from private property. Budget Implication n/a Attachments 1. 07 Adopt SA Memo Tall Weeds 2023 2. 08 Adopt Assessment Resolution Tall Weeds 2023 3. 09 Tall Weeds Assessment Roll To:Honorable Mayor and City Council Jennifer Levitt, City Administrator From:Brenda Malinowski, Finance Director Michael Hoppe, Assistant Finance Director Date:October 18, 2023 Subject:Assessment of Removal of Weeds on Private Property Introduction City Ordinance 4-3-1 (Noxious Weeds and Plants; Height Restrictions) states that it is unlawful to allow or permit any growth of grasses or weeds, to a height greater than eight inches (8"). The City was required to contract for the abatement of these conditions on several properties and Minnesota State Statute 429.101 provides cities the ability to assess the costs associated with the removal or elimination of weeds from these private properties. Discussion In 2023, the Code Enforcement Officer issued 36 letters to property owners for violations of the City’s Noxious Weeds and Plants; Height Restrictions ordinance. The property owners were provided a forty- eight (48) hour deadline after receipt of the letter to abate the conditions, after which the City would perform the necessary work and invoice the property owner for the cost of the mowing and an abatement fee. The City contracted with a vendor to have these properties mowed. This assessment is for the actual cost of the mowing and a tall weed abatement fee which is charged as follows: o $50.00 for first violation in 24-months. o $100.00 for second violation in 24-months commencing within first violation. o $200.00 for third and subsequent violations in 24-months commencing within first violation. At the Council Meeting on September 20th, costs were declared, and an assessment hearing was called for October 18th for these properties. As required, an assessment notice for these weed violations was published on October 3rd, 2023, and individual notices were sent to the four property owners. One property owner paid after receiving the notice, which resulted in this property being removed from the Assessment Roll. An additional property owner has indicated they will be prepaying their property’s assessment before the November 17th certification date. Once the costs are assessed on the remaining three properties, they become a lien on the property that will be collected along with property taxes over a one-year period. PID Owner's Name at the Time of Abatement Property Address Abatement Reason Cost of Abatement 18.027.21.41.0110 Kayla Birk 8538 Grenadier Ave S Tall Weeds $ 323.39 22.027.21.23.0074 Ali Sahal & Husno Yusuf 9455 Jarrod Ave S Tall Weeds $ 258.97 09.027.21.24.0001 Jeanne Alexis-Dimanche 7553 Inman Ave Ct S Tall Weeds $ 569.01 Total $ 1,151.37 Recommendation Hold the public hearing and then adopt the assessment for the removal of weeds on private property. CITY OF COTTAGE GROVE CITY COUNCIL RESOLUTION 2023-132 RESOLUTION ADOPTING SERVICE CHARGES FOR THE REMOVAL OF NOXIOUS WEEDS AND PLANTS FROM PRIVATE PROPERTY WHEREAS, State Statutes provide for the assessment of costs associated with the removal or elimination of noxious weeds and plants from private property; and WHEREAS, pursuant to proper notice duly given as required by law, the Council has met and heard and passed upon all objections to the proposed assessment. NOW THEREFORE BE IT RESOLVED, the City Council of Cottage Grove, County of Washington, State of Minnesota, as follows: 1. Such proposed assessment, in the amount of $1,151.37, a copy of which is attached hereto and made a part hereof, is hereby accepted and shall constitute the special assessment against the lands named therein, and each tract of land therein included is hereby found to benefit by the proposed improvement in the amount of the assessment levied against it. 2. Such assessment shall be payable in equal annual installments extending over a period of 1 year, at an interest rate of 7%, the first of the installments to be payable on or before the first Monday in January 2024 and shall bear interest on the entire assessment from the date of this resolution until December 31, 2024. To each subsequent installment when due shall be added interest for one year on all unpaid installments. 3. The owner, of any property so assessed may, at any time prior to certification of the assessment to the County Auditor, pay the whole of the assessment on such property, with interest accrued to the date of payment, to the City Treasurer, except no interest shall be charged if the entire assessment is paid within 30 days from the adoption of this resolution; and she/he may, at any time thereafter, pay to the City Treasurer the entire amount of the assessment remaining unpaid, with interest accrued to December 31 of the year in which payment is made. Such payment must be made before November 17 or interest will be charged through December 31 of the next succeeding year. 4. The Director of Finance shall transmit a certified duplicate of this assessment to the County Auditor to be extended on the property tax lists of the County. Such assessment shall be collected and paid over in the same manner as other municipal taxes. Passed this 18th day of October 2023. ________________________ Myron Bailey, Mayor Attest: ____________________________ Tamara Anderson, City Clerk Property AddressPID Owner Svc Type Svc Date Amount Tax Admin Fee Assessment Costs Total Assessment8538 Grenadier Ave S 18.027.21.41.0110Kayla Birk Mowing Abatement 5/26/2022 240.00$ 21.39$ 50.00$ 12.00$ 323.39$ 9455 Jarrod Ave S 22.027.21.23.0074Ali Sahal & Husno Yusuf Mowing Abatement 8/26/2022 180.00$ 16.97$ 50.00$ 12.00$ 258.97$ 7553 Inman Ave Ct S09.027.21.24.0001Jeanne Alexis‐Dimanche Mowing Abatement 6/9/2023 468.75$ 38.26$ 50.00$ 12.00$ 569.01$ 888.75$ 76.62$ 150.00$ 36.00$ 1,151.37$ Tall Weeds Assessment Roll ‐ 2023 1 City Council Action Request 9.C. Meeting Date 10/18/2023 Department Finance Agenda Category Action Item Title 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. Budget Implication N/A Attachments 1. CC Memo SROP 10-18-2023 2. Street Recon & Overlay Plan 2024-2028 3. 2023-133 Cottage Grove Resolution Adopting Street Reconstruction and Overlay Plan To:Honorable Mayor and City Council Members Jennifer Levitt, City Administrator From:Brenda Malinowski, Finance Director Date:October 18, 2023 Subject:Public Hearing for Street Reconstruction and Overlay Plan (SROP) Background A Street Reconstruction and Overlay Plan (SROP) was discussed during the Financial Management Plan (FMP) process as a method of scheduling street projects and issuing debt for those street projects that will not have 20% assessments. A SROP is a plan governed under Minnesota Statute, 475.58, subdivision 3b. An SROP is designed to anticipate street reconstruction expenditures and schedule them over a 5-year period so that they may be constructed in the most efficient and cost-effective manner. Now that the street projects have been identified in the Capital Improvement Plan and the costs to pay for those street projects have been included in the FMP, the next step is to begin the process of adopting the SROP. Before a SROP can be adopted, a public hearing must be held for public input regarding the SROP. Street projects that are included in the SROP are listed below. Project Anticipated Year Estimated SROP cost East Point Douglas 2024 $3.5M Jamaica Avenue from 80th to 90th 2024 $4M 80th Street from Ideal to Highway 61 2026 $4.5M 80th Street Roundabout at Keats 2026 $1.5M 100th Street 2026 $5M Harkness Avenue 2027 $2M Jamaica (Rose of Sharon to Military)2028 $5M Note-higher inflationary costs were included in the 2026-2028 projects. Amounts and/or years can be shifted between projects, but total bonds of all projects cannot exceed the total of all projects without adopting a new SROP. Recommendation It is recommended that the City Council: 1. Conduct the public hearing for the Street Reconstruction and Overlay Plan. 2. Adopt Resolution, 2023-133 Adopting a Street Reconstruction and Overlay Plan and Approving the Issuance of General Obligation Street Reconstruction Bonds. Assessor's Estimated Market Value 5,517,714,600 Multiply by 3%0.03 Statutory Debt Limit 165,531,438 Less: Debt Paid Solely from Taxes (12,770,000) Less: Proposed Bond Issue(s)(25,500,000) Unused Debt Limit 127,261,438 2024 2024 Road Reconstruction 7,000,000$ 2025 None Anticipated -$ 2026 2026 Road Reconstruction 10,500,000$ 2027 2027 Road Reconstruction 1,500,000$ 2028 2028 Road Reconstruction 4,000,000$ TOTAL 23,000,000$ 2024 7,500,000$ 2025 -$ 2026 11,000,000$ 2027 2,000,000$ 2028 5,000,000$ TOTAL 25,500,000$ 129015301v1 CITY OF COTTAGE GROVE, MINNESOTA CITY COUNCIL RESOLUTION 2023-133 RESOLUTION ADOPTING A STREET RECONSTRUCTION AND OVERLAY PLAN AND APPROVING THE ISSUANCE OF GENERAL OBLIGATION STREET RECONSTRUCTION BONDS WHEREAS, the City of Cottage Grove, Minnesota (the "City"), has determined that it is in the best interest of the City to authorize the issuance and sale of general obligation street reconstruction bonds pursuant to Minnesota Statutes, Section 475.58, subdivision 3b, as amended (the "Act"), to finance the cost of street reconstruction projects, as described in the proposed street reconstruction and overlay plan described below, a copy of which is on file in the City Clerk's office; and WHEREAS, pursuant to the Act, the City is authorized to issue and sell general obligation street reconstruction bonds for street reconstruction under the circumstances and within the limitations set forth in the Act. The Act provides that a street reconstruction and overlay plan may be financed with general obligation street reconstruction bonds, following adoption of a street reconstruction and overlay plan, after a public hearing on the street reconstruction and overlay plan and on the issuance of general obligation street reconstruction bonds and other proceedings conducted in accordance with the requirements of the Act; and WHEREAS, pursuant to the Act, the City has prepared a five-year street reconstruction and overlay plan for calendar years 2024 through 2028, which describes the streets to be reconstructed, the estimated costs and any planned reconstruction of other streets in the City, including the issuance of general obligation street reconstruction bonds under the Act (the "Plan"), to determine the funding strategy for street reconstruction projects; and WHEREAS, on October 18th, 2023, the City Council held a public hearing on the adoption of the Plan and the issuance of not to exceed $25,500,000 general obligation street reconstruction bonds (the "Bonds") under the Plan for street reconstruction improvements to those streets described in the Plan (the "Street Reconstruction Projects") after publication of the notice of public hearing not less than 10 days nor more than 28 days prior to the date thereof in the City's official newspaper; and WHEREAS, all parties who appeared at the public hearing were given an opportunity to express their views with respect to the proposal to adopt the Plan and to undertake and finance the Street Reconstruction Projects by the issuance of Bonds and any written comments submitted prior to the public hearing were considered. 129015301v1 2 NOW, THEREFORE, BE IT RESOLVED, by the City Council of the City of Cottage Grove, County of Washington, State of Minnesota, as follows: 1. City Policies and Goals. The financing of the Street Reconstruction Projects and the issuance and sale of the Bonds would further the policies and goals of the City as set forth in the Plan, hereby adopted by the City Council in connection with the issuance of the Bonds. 2. Public Hearing Notice. The City Council hereby ratifies the actions of the City Clerk in causing the publication of the Notice of Public Hearing to be published in the City's official newspaper as required by law; and 3. Adoption of Street Reconstruction and Overlay Plan. Based on information received at the public hearing, such written comments (if any) and such other facts and circumstances as the City Council deems relevant, it is hereby found, determined and declared that: a. the Street Reconstruction Projects proposed in the Plan will allow the City to upgrade its transportation infrastructure to accommodate anticipated and existing residential and commercial development; and b. the Plan is hereby approved and adopted in the form presently on file with the City. 4. Authorization and Approval of Bonds. The City is hereby authorized to issue the Bonds, the proceeds of which will be used, together with any additional funds of the City which might be required, to finance certain costs of the Street Reconstruction Projects and to pay costs of issuance of the Bonds. 5. Execution of Documents. The Mayor and City Clerk are authorized and directed to execute such other documents and instruments as may be required to give effect to the transactions herein contemplated. 6. Voter Referendum Contingency. Pursuant to the Act, a petition requesting a vote on the question of issuing the Bonds, signed by voters equal to five percent of the votes cast in the last municipal general election, may be filed within thirty days of the public hearing. Upon receipt of such petition within the prescribed time period, the City may issue the Bonds only after obtaining the approval of a majority of the voters voting on the question of the issuance of the Bonds. The authorizations and approvals contained herein are subject to and contingent upon not receiving such a petition, or, in the event such a petition is filed, the 129015301v1 3 approving vote of a majority of the voters voting on the question of the issuance of the Bonds. Passed this 18th day of October 2023. __________________________ Myron Bailey, Mayor Attest: ___________________________ Tamara Anderson, City Clerk 1 City Council Action Request 11.A. Meeting Date 10/18/2023 Department Administration Agenda Category Ordinance Title 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 Budget Implication Attachments 1. CC memo for cannabis and tobacco use in public and underage penalty 10-18-23 2. Joint Commission Survey Results 3. Tobacco/Cannabis Use in City Parks (metro area) 4. Tobacco Use In Park Comparable 5. Cannabis Use in Public Ordinance 1074 6. Smoking in Public Ordinance 1077 7. Underage Use Ordinance 1078 To:Honorable Mayor and City Council Jennifer Levitt, City Administrator From:Kori Land, City Attorney Date:October 18, 2023 Subject:Ordinance Amendments regarding: Adult Use Cannabis Smoking/Vaping in Public Places, Tobacco Use in Public Parks, and Penalties for Underage Cannabis Use BACKGROUND In 2022, the Minnesota legislature enacted a law legalizing the sale and use of CBD (low potency cannabis), which is typically sold in the form of edibles and beverages. In 2023, the legislature legalized adult use cannabis (over .3% THC). While adult use cannabis is currently legal to use, its use is restricted to specific locations. Unfortunately, there is no penalty for violating that law. At a work session on September 5, 2023, the City Council discussed the idea of prohibiting cannabis use in public places, as well as prohibiting tobacco use in public parks, and it was determined that the questions should be forwarded to the Parks Commission as well as the Public Safety Commission to weigh in on these topics. Another challenge that was discussed out of the new legislation is that while it is illegal for anyone under 21 to use any cannabis products, there is no penalty for underage consumption. This topic was also forwarded to the commissions for input. On Sept. 11, 2023, the Parks Commission and Public Safety Commission held a joint meeting and discussed the prohibition of smoking/vaping of adult use cannabis in public places, the prohibition of tobacco use in city parks and the imposition of a penalty for underage use of cannabis. There were 15 members from the commissions who participated in the joint meeting. There was a good discussion about public safety’s enforcement and time commitment involved, protection of the public health and the consistency of prohibiting cannabis vs. tobacco use in public places. At the end of the discussion, by show of hands, a majority of the commissioners supported the proposed ordinances. A follow-up written survey by the commissioners confirmed the responses. PROPOSED ORDINANCES Prohibition on Cannabis Use in Public Places The new state law authorizes the use of adult use cannabis, but only in the following locations: 1. A private residence; or 2. Private property with permission of the owner (not a place open and accessible to the public); or 3. A business licensed by the OCM for on-site consumption. (Will not happen until 2025) 2 The proposed ordinance prohibits smoking/vaping of adult use cannabis in public places and on public property, which are defined as follows: PUBLIC PLACE: Property that is generally open to or accessible by the public, and includes public property, but does not include those premises licensed by the State of Minnesota to permit on-site consumption. PUBLIC PROPERTY: Property, real and personal, that is owned, managed, or controlled by the City, including, but not limited to: City buildings and all the land thereon, parking lots, parks, pathways and trails, and city rights-of-way consisting of both the traveled portion and the abutting boulevard, sidewalks and trails, and any City personal property, such as motor vehicles and city equipment. A “public place” is open and accessible to the general public, such as a commercial parking lot or private sidewalk around a shopping center. It is private property, because it is not owned by the City, but there is access to it by the general public. “Public property,” on the other hand, is owned by the City or controlled by the City, such as City parks, City-owned unimproved land, sidewalks, trails and City parking lots. The legislature specifically stated that any penalty imposed for public use could be no more than a petty misdemeanor. A petty misdemeanor is an “offense” under the law, not a crime. It carries no long-term criminal record or criminal history implications. A petty is punishable by a maximum $300 fine. We have proposed a penalty in the ordinance of $100, but the Council can adjust it as it sees fit. Tobacco Use in Public Parks While it is not currently an issue that garners many complaints, in order to be consistent, it was felt that tobacco smoking/vaping should also be prohibited in public parks. There is an exception in the proposed ordinance that removes River Oaks from the definition of a “public park” for purposes of tobacco use, since it is a facility that requires payment to participate and is not used in the same manner as a free, open-to-the-public City park. Underage Use The joint commissions discussed imposing a penalty for underage use and overwhelmingly supported a penalty that mirrors the statutory penalty for the underage consumption of alcohol. Under state law, underage consumption of alcohol is a misdemeanor with a mandatory minimum fine of $100. It should be noted that all ordinance violations (trash, junk cars, building permit violations) are also a misdemeanor, including underage use of tobacco. The proposed ordinance provides the same penalty as the underage consumption of alcohol. Each ordinance has been prepared separately so that each one can be considered on its own merits. 3 REQUESTED ACTION Discuss the ordinances and if acceptable, move each ordinance separately for approval. 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 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 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 Joint Commission Survey Results Cannabis & Tobacco use in the City of Cottage Grove Now that the legislature has legalized marijuana, there is limited guidance and oversight on the use of the substance. The law allows it to be used in private homes (not in the presence of children), in private smoking lounges. Please respond yes or no to the following locations if it should be permitted to be smoked in these locations in the community. 1. Should the use of Marijuana be prohibited in the city? 2. Should the use of marijuana be prohibited in public right-of-way (in the street, and on trails and sidewalks immediately next to street)? 3. Should the use of marijuana be prohibited in other public spaces (grocery store parking lots, restaurant parking lots, retail parking lots, etc.)? 4. Please feel free to provide comments, concerns, or questions regarding your selections. Commissioner Comment - If there is to be a ban on smoking, there needs to be consideration for vapes, cigarettes, cigars, etc. The argument could be made that all of the following are intoxicating substances. Marijuana comes in many forms, so if the intoxication is concern...there needs to be a look at other forms as well. Commissioner Comment - Why would we regulate it any differently than alcohol? Commissioner Comment - There should be some restrictions with distance to Schools, public and private. Commissioner Comment - I don’t think marijuana should be treated differently from tobacco. If tobacco smoking/vaping is prohibited, then marijuana should be too. Smoked substances should be treated the same for consistency in our policies. If a new smokable substance becomes legalized, it could be considered within the same policy too. Commissioner Comment - Just like I don't think smoking should be allowed in the parks, I don't think marijuana should be allowed due to secondhand smoke. I think Marijuana should be treated like alcohol in public right-of-way and public spaces. Just like you can't get drunk in a parking lot or on the street, you shouldn't be allowed to get high in a parking lot or on the street. 5. Should tobacco smoking/vaping be prohibited in city parks? 6. Please feel free to provide comments, concerns, or questions regarding your selection Commissioner Comment - If we treat smokable marijuana differently from tobacco, a new policy for every smokable substance to come will be required. Prohibiting marijuana while allowing tobacco continues to criminalize marijuana - which is what this legislation is meant to correct Commissioner Comment - I was surprised to find out smoking was allowed in Cottage Grove City Parks. I have worked in multiple Park Systems (located in WI, CA, and MN) all of which prohibited smoking in the Parks. My reason for saying it should be prohibited is due to secondhand smoke, promoting a healthy community and that families/children are the main users of parks. Based on comments from the meeting, I think it should still be allowed outdoors at the golf course - since the golf course is mainly used by adults, people are generally spread out and I believe there is an outdoor restaurant patio. Restrictions within public?City1) Being Considered2) Approved ‐ Regulations in place3) No Discussion yet4) Discussed ‐ No RegulationsCity Code Language (or include links if published) Other CommentsApple Valley 2https://www.cityofapplevalley.org/DocumentCenter/View/17519/07‐10‐2023‐Amend‐Chpt‐130‐General‐Offenses‐Cannabis‐UseArden Hills 1This is being considered at our August 21 work session.Blaine Approvedhttps://www.blainemn.gov/Search?searchPhrase=smokingBlaine had a smoking policy in place as allowed by council so we were able to amend quickly without an ordinance change. At this time the focus is education re: where products can be used so there is no penalty in place outside of trespass from parks but if concerns Brooklyn Park 1Brooklyn Park city council has a discussion at the 8/28 meeting to determine if they would like to increase distances from schools, as well as implement distances from playgrounds or athletic fields used by kids, as well as potentially implementing a distance between low potency retailers. Our tobacco free parks will likely be updated to include use of cannabis products, however, what I've heard from an enforcement standpoint is asking those in violation to Chanhassen 2https://s3‐us‐west‐2.amazonaws.com/municipalcodeonline.com‐new/chanhassen/ordinances/pdf/Ord_713.pdf and https://s3‐us‐west‐2.amazonaws.com/municipalcodeonline.com‐new/chanhassen/ordinances/pdf/Ord_714.pdfOrdinance 713 prohibits smoking (tobacco and cannabis) in all city parks, in all public parking lots that are adjacent to city parks, and inside all motor vehicles located in any city park or adjacent public parking lot.Ordinance 714 prohibits smoking cannabis or hemp in a public place.Cottage Grove 1The council directed an investigation on how to define a public place and whether to ban only cannabis smoking in public areas or open it up to all smoking in public areas. A Joint Commission meeting was held between our Pubilc Service Commission and Parks and Recreation Commission to consider whether or not to recommend Eden PrairieNo smoking in parks “inhaling, exhaling, burning, or carrying any lighted cigar, cigarette, e cigarette, pipe, weed, or plant in any HastingsProhibited in City Facilities and ParksThe state recently approved amendments to Chapter 152 of MN Statues related to "Drugs; Controlled Substances" which provides for the regulation of adult use cannabis. Specifically, the law authorizes the City to adopt an ordinance establishing a petty misdemeanor offense for a person who unlawfully uses cannabis flower, cannabis products, lower‐potency hemp edibles, or hemp‐ Hopkins 2https://lf.hopkinsmn.com/WebLink/DocView.aspx?id=448687&dbid=1&repo=HopkinsProhibits the use of cannabis or hemp products in public places, does not include edible products and prohibits smoking in all City Inver Grove Heights 2https://codelibrary.amlegal.com/codes/invergrovehtsmn/latest/invergrovehts_mn/0‐0‐0‐26015Lakeville 2https://la‐img.lakevillemn.gov/weblink/DocView.aspx?dbid=0&id=1860654&cr=1Prohibits the use of cannabis or hemp products in public places, does not include edible productsLakeville 2https://la‐img.lakevillemn.gov/weblink/DocView.aspx?dbid=0&id=1860645Prohibits smoking in all city parks, in all public parking lots that are adjacent to city parks, and inside all motor vehicles located in any city park or adjacent public parking lotMaple Grove 2https://www.maplegrovemn.gov/AgendaCenter/ViewFile/Item/4545?fileID=16568Ordinance 23‐13 was adopted at the August 7 city council meeting. It prohibits smoking, vaping, or other use of cannabis in prohibted public spaces. Prohibited public spaces includes all property owned, controlled or managed by the city that is generally accessible to the public, including sidewalks, crosswalks, trails, streets, parking lots, open spaces, outdoor and open‐air areas of OakdaleProhibited in public placesPlymouth 2https://library.municode.com/mn/plymouth/codes/code_of_ordinancesProhibits smoking cannabis or hemp in a public place which encompasses all governmental property. The ordinance does not prohibit public use of edibles or beverages. City Council also removed the draft language of prohibiting use on private property that is regularly and frequently open to or made available for use by PlymouthIs voting on banning all smoking in the park at next meetingPrior LakeNo Smoking, vaping or use of marijuana in public parks and other public spaces. No Smoking, vaping or use of marijuana in public Ramsey 1Richfield 1.99 (second reading scheduled for 10‐10‐23)chrome‐extension://efaidnbmnnnibpcajpcglclefindmkaj/https://cms9files.revize.com/richfieldmn/09‐26‐2023%20City%20Council%20Agenda%20(Amended).pdfRichfield had a tobacco‐free policy in place so tied the cannabis ordinance to this existing law. Does not include edible products and public spaces like sidewalk and streetsRosemount 1In process ‐ Rosemount City Council Meeting Memo 8.15.23: https://civicclerk.blob.core.windows.net/stream/ROSEMOUNTMN/d3d00853‐1463‐45a0‐81a0‐f90640d39a09.pdf?sv=2022‐11‐02&st=2023‐08‐18T13%3A30%3A47Z&se=2024‐08‐18T13%3A35%3A47Z&sr=b&sp=r&sig=7XbNEukPBVABDg10lATy4daUpKw1gesRMlVm4mTdzrc%3DDirection was given by Council to investigate how to define a public place and to only limit the smoking of canabis in public places due to a higher intoxicating factor then tobacco. Considering adopting an ordinance establishing a petty misdemeanor offense for a person who unlawfully uses cannabis in a public place. Staff would propose to define public place as "property owned, leased, or controlled by a governmental unit". This would cover parks, trails, and facility grounds.StillwaterProhibited in public places West St. PaulSimilar to Blaine, WSP already had a tobacco‐free policy in place as allowed by council so we were able to amend quickly without an ordinance change. It is now a smoke‐free policy. Focus is also on White Bear Lake 2https://www.whitebearlake.org/ordinances/ordinance‐amending‐municipal‐code‐city‐white‐bear‐lake‐prohibit‐use‐cannabis‐products"It is unlawful for a person to use a cannabis product in a public place within the city." [Defintion: “Public place” means any park, right‐of‐way, or parking lot. The term does not include any of the following: a private residence, including the person's curtilage or yard; private property not generally accessible by the public, unless the person is explicitly prohibited from consuming cannabis flower, cannabis products, lower‐potency hemp edibles, or hemp‐derived consumer products on the property by the owner of the property; or the Woodbury 28/9/23: https://library.municode.com/mn/woodbury/ordinances/code_of_ordinances?nodeId=1231034Woodbury banned all cannabis smoking in public places and aligned the definintion of smoking to the MN Clean Indoor Air Act. Public can still consume edible/beverage products in public places. Tobacco Use In Park Comparable Community Tobacco Use Allowed in Parks?By Policy or Ordinance Hastings No Policy – soon to be ordinance West St Paul No Policy Woodbury Yes, but not within 100 feet of any playground, athletic facility, beach or Central Park Ordinance Inver Grove Heights No Ordinance Rosemount Yes N/A Eagan Yes, but not within 100 feet of any playground, athletic facility, beach or Central Park Ordinance Mendota Heights No Ordinance South St Paul Yes Currently working on ordinance to ban smoking tobacco Prior Lake Yes Currently working on ordinance to ban smoking tobacco Lakeville No Ordinance Farmington Yes Reviewing potential tobacco ban with Dakota County Public Health and Tobacco-Free Alliance Burnsville Yes, but not within 30 feet of any youth activity Policy CITY OF COTTAGE GROVE, MINNESOTA ORDINANCE NO. 1074 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 The City Council of the City of Cottage Grove, Washington County, Minnesota, does hereby ordain as follows: SECTION 1. ENACTMENT. The Code of the City of Cottage Grove, County of Washington, State of Minnesota, Title 5, Chapter 1, Section 6 is hereby enacted as follows: §5-1-6 – CANNABIS USE ON PUBLIC PROPERTY AND IN PUBLIC PLACES A. Definitions. The following words, terms, and phrases when used in this Chapter have the meaning ascribed to them in this Section except where the context clearly indicates a different meaning: PUBLIC PLACE: Property that is generally open to or accessible by the public, and includes public property, but does not include those premises licensed by the State of Minnesota to permit on-site consumption. PUBLIC PROPERTY: Property, real and personal, that is owned, managed, or controlled by the City, including, but not limited to: City buildings and all the land thereon, parking lots, parks, pathways and trails, and city rights-of-way consisting of both the traveled portion and the abutting boulevard, sidewalks and trails, and any City personal property, such as motor vehicles and city equipment. CANNABIS FLOWER, CANNABIS PRODUCTS, LOWER-POTENCY HEMP EDIBLES, AND HEMP DERIVED CONSUMER PRODUCTS shall have the same meanings as defined in Minn. Stat. §342.01. B. Prohibition. No person shall vaporize or smoke cannabis flower, cannabis products, artificially derived cannabinoids, or hemp-derived consumer products on public property or in a public place. C. Penalty. A violation of this Section is a petty misdemeanor. SECTION 2. FINE. The fine for a violation of this section shall be $100. SECTION 3. SUMMARY PUBLICATION. Pursuant to Minnesota Statutes Section 412.191, in the case of a lengthy ordinance, a summary may be published. While a copy of the entire ordinance is available without cost at the office of the City Clerk, the following summary is approved by the City Council and shall be published in lieu of publishing the entire ordinance. The City prohibits the smoking or vaping of cannabis products or lower-potency hemp derived consumer products on public property or in a public place. The penalty is a petty misdemeanor with a fine of $100. SECTION 4. EFFECTIVE DATE. This ordinance shall be in full force and effect from and after its passage and publication according to law. CITY OF COTTAGE GROVE, MINNESOTA ORDINANCE NO. 1074 Passed this day of , 2023. Myron Bailey, Mayor Attest: Tamara Anderson, City Clerk Published in the St. Paul Pioneer Press on [Date]. CITY OF COTTAGE GROVE, MINNESOTA ORDINANCE NO. 1077 AN ORDINANCE AMENDING COTTAGE GROVE CITY CODE BY AMENDING TITLE 7, CHAPTER 3, SECTION 4, PROHIBITING SMOKING AND VAPING TOBACCO PRODUCTS IN PUBLIC PARKS The City Council of the City of Cottage Grove, Washington County, Minnesota, does hereby ordain as follows: SECTION 1. AMENDMENT. The Code of the City of Cottage Grove, County of Washington, State of Minnesota, Title 7, Chapter 3, Section 4 is hereby amended as follows: §7-3-4 PROHIBITED ACTS: J. Smoking and Vaping of Tobacco Products: It shall be unlawful to vaporize or smoke tobacco products in a public park. For purposes of this section, River Oaks Golf Course shall not be considered a public park. A violation of this provision shall be a petty misdemeanor with a fine of $100. SECTION 2. SUMMARY PUBLICATION. Pursuant to Minnesota Statutes Section 412.191, in the case of a lengthy ordinance, a summary may be published. While a copy of the entire ordinance is available without cost at the office of the City Clerk, the following summary is approved by the City Council and shall be published in lieu of publishing the entire ordinance. The City prohibits the smoking or vaping of tobacco products in a public park, except River Oaks Golf Course. The penalty is a petty misdemeanor with a fine of $100. SECTION 3. EFFECTIVE DATE. This ordinance shall be in full force and effect from and after its passage and publication according to law. Passed this day of , 2023. Myron Bailey, Mayor Attest: Tamara Anderson, City Clerk Published in the St. Paul Pioneer Press on . CITY OF COTTAGE GROVE, MINNESOTA ORDINANCE NO. 1078 AN ORDINANCE AMENDING COTTAGE GROVE CITY CODE BY ENACTING TITLE 5, CHAPTER 1, SECTION 7, UNDERAGE POSSESSION AND USE OF CANNABIS PRODUCTS The City Council of the City of Cottage Grove, Washington County, Minnesota, does hereby ordain as follows: SECTION 1. AMENDMENT. The Code of the City of Cottage Grove, County of Washington, State of Minnesota, Title 5, Chapter 1, Section 7 is hereby enacted as follows: §5-1-7 UNDERAGE POSSESSION, USE OR CONSUMPTION OF CANNABIS PRODUCTS: It shall be unlawful for anyone under 21 years of age to possess, use or consume a cannabis flower, cannabis product, lower potency hemp edible and hemp-derived consumer products. The penalty shall be a misdemeanor with a mandatory minimum fine of $100. SECTION 2. SUMMARY PUBLICATION. Pursuant to Minnesota Statutes Section 412.191, in the case of a lengthy ordinance, a summary may be published. While a copy of the entire ordinance is available without cost at the office of the City Clerk, the following summary is approved by the City Council and shall be published in lieu of publishing the entire ordinance. The City prohibits the use, possession or consumption of cannabis products by anyone under the age of 21. The penalty is a misdemeanor with a fine of $100. SECTION 3. EFFECTIVE DATE. This ordinance shall be in full force and effect from and after its passage and publication according to law. Passed this day of , 2023. Myron Bailey, Mayor Attest: Tamara Anderson, City Clerk Published in the St. Paul Pioneer Press on [Date]. 1 City Council Action Request 14.A. Meeting Date 10/18/2023 Department Administration Agenda Category Action Item Title Motion to close the meeting pursuant to Minnesota Statutes, Section 13D.05, subdivision 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, subdivision 7. Staff Recommendation Budget Implication Attachments None