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HomeMy WebLinkAbout2024-07-17 City Council Packet1 COTTAGE GROVE CITY COUNCIL July 17, 2024 12800 RAVINE PARKWAY SOUTH COTTAGE GROVE, MINNESOTA 55016 COUNCIL CHAMBER- 7:00 PM 1 Call to Order 2 Pledge of Allegiance 3 Roll Call 4 Open Forum 5 Adoption of Agenda 6 Presentations A DARTS 50th Anniversary Proclamation Staff Recommendation: Proclaim Wednesday, July 17, 2024 as DARTS appreciation day. B Night to Unite Proclamation Staff Recommendation: Proclaim Tuesday, August 6, 2024, Night to Unite in Cottage Grove. 7 Consent Agenda A City Council Regular Meeting Minutes (2024/06/05) Staff Recommendation: Approve the June 5, 2024, Regular Meeting Minutes. B City Council Regular Meeting Minutes (2024-06-26) Staff Recommendation: Approve the June 26, 2024, Regular Meeting Minutes. C City Council Special (Closed) Meeting Minutes (2024-06-26) Staff Recommendation: Approve the June 26, 2024, Special (Closed) Meeting Minutes. D City Council Special Meeting Minutes (2024-07-08) Staff Recommendation: Approve the July 8, 2024, Special Meeting Minutes. E Economic Development Regular Meeting Minutes (2024-04-09) Staff Recommendation: Approve the April 09, 2024, Economic Development Regular Meeting Minutes. F Rental License Approvals Staff Recommendation: Approve the issuance of rental licenses to the properties in the attached table. G Tobacco License Application - 6990 80th Street South, Suite #100 Staff Recommendation: Approve the Tobacco license application for Sherif Elbarawi, First Smoke Shop, LLC, located at 6990 80th Street South, Suite #100, Cottage Grove, Minnesota. H Sale of Surplus Property Staff Recommendation: Authorize Public Works to advertise and sell surplus property on Cranky Ape. I Utility & Engineering Building Change Orders Staff Recommendation: Approve the June 2024 Change Order Requests for the Utility & Engineering Building Project. 2 J Glacial Valley Park Kraus Anderson Final Payment Staff Recommendation: 1) Authorize change order for credit on the Kraus Anderson contract for the Glacial Valley Park Building Project in the amount of $212,313.27. 2) Authorize resolution 2024-108 approving final payment to Kraus Anderson in the amount of $44,654.72 for the Glacial Valley Park Building Project. K Gerber Collision – Approve Easement and Encroachment Agreements Staff Recommendation: Approve the Easement and Encroachment Agreements with Gerber Collision. L Communication Manager Hiring Staff Recommendation: Approve the hiring of Daniel Fanning as Communications Manager. 8 Approve Disbursements A Approve Disbursements 9 Public Hearings A Oltman Middle School – Easement Vacation, Drainage and Utility Easement Staff Recommendation: 1) Hold the public hearing and adopt Resolution 2024-106 partially rescinding, terminating, and releasing a permanent easement and temporary easement for watermain for Lot 1, Block 1, New Oltman Middle School. 2) Approve the Temporary Drainage and Utility Easement over a portion of Lot 1, Block 1, New Oltman Middle School. 3) Approve the Permanent Drainage and Utility Easement over a portion of Lot 1, Block 1, New Oltman Middle School. B Summer Valley – Easement Vacation, Final Plat, Development Agreement, and Development Plans Staff Recommendation: 1) Hold a public hearing to vacate public drainage and utility easements within the proposed development parcel (PID: 0302721210003). 2) Adopt Resolution 2024-103 vacating the public drainage and utility easements within the proposed development parcel (PID: 0302721210003). 3) Adopt Resolution 2024-104 approving the Final Plat for Summer Valley. 4) Approve the Summer Valley Development Agreement with Summergate Development, LLC, with minor modifications as approved by the City Attorney. 5) Adopt Resolution 2024-105 approving the Summer Valley Development Plans dated May 21, 2024, prepared by Westwood Professional Services, Inc., subject to final approval by the City Engineer in writing. 10 Bid Awards A Summers Landing 5th - Bid Award Staff Recommendation: Adopt resolution 2024-107 awarding the bid for the Summers Landing 5th Addition Final Street Improvement Project to OMG Midwest Inc. dba Minnesota Paving & Materials, in the amount of $233,967.00. 11 Regular Agenda 12 Council Comments and Requests 13 Workshops - Open to Public 14 Workshops - Closed to Public 15 Adjournment 1 City Council Action Request 6.A. Meeting Date 7/17/2024 Department Administration Agenda Category Action Item Title DARTS 50th Anniversary Proclamation Staff Recommendation Proclaim Wednesday, July 17, 2024 as DARTS appreciation day. Budget Implication N/A Attachments 1. DARTS 50th Anniversary Proclamation PROCLAMATION DARTS 50th Anniversary WHEREAS, the City of Cottage Grove is committed to providing residents access to a high quality of living as they age in their communities WHEREAS, since 1974, DARTS has served older adults, their families, and caregivers with the mission of creating connections that enrich aging. WHEREAS, 2024 marks DARTS 50th year of providing services for thousands of older adults across the southeast Metro, including Cottage Grove. These services include housework, outdoor chores, home repairs, caregiving resources, resource connections, fulfilling volunteer opportunities and transportation. WHEREAS, since 2019, the Cottage Grove Loop have helped area seniors stay connected. WHEREAS, volunteer dedication has created intergenerational connections which in turn result in Learning Buddies reaching more than 80,000 students and fulfilling aging journeys for our older community members. WHEREAS, the City of Cottage Grove celebrates the 50th anniversary of DARTS and recognizes the incredible role it plays in helping people age with dignity in the community of their choice. NOW, THEREFORE, the Mayor and City Council of the City of Cottage Grove, County of Washington, State of Minnesota, hereby proclaims Wednesday July 17, 2024, as DARTS appreciation day. Passed this Wednesday, the 17th Day of July 2024 Myron Bailey Mayor 1 City Council Action Request 6.B. Meeting Date 7/17/2024 Department Public Safety Agenda Category Presentation Title Night to Unite Proclamation Staff Recommendation Proclaim Tuesday, August 6, 2024, Night to Unite in Cottage Grove. Budget Implication N/A Attachments 1. Proclamation.Night.to.Unite.07.11.2024 PROCLAMATION Night to Unite WHEREAS, the Minnesota Crime Prevention Association, along with AAA of Minnesota/Iowa, and local law enforcement agencies are sponsoring a statewide program called Night to Unite on August 6, 2024; and WHEREAS, Night to Unite is designed to get to know one another in your neighborhood, build neighborhood involvement by bringing police and communities together, and to bring an awareness to crime prevention and local law enforcement efforts; and WHEREAS, Night to Unite supports the idea that crime prevention is an inexpensive, effective tool in strengthening police and community partnerships; and WHEREAS, Night to Unite provides opportunities to celebrate the ongoing work of law enforcement and neighborhoods in Cottage Grove by working together to fight crime and victimization and increase public safety for all citizens; and WHEREAS, the citizens of Cottage Grove play an important role in assisting the Cottage Grove Police Department through joint crime, drug and violence prevention efforts; and NOW, THEREFORE, I, Mayor Bailey, and the City of Cottage Grove, do hereby call upon all citizens in Cottage Grove to participate in Night to Unite on August 6, 2024. FURTHER, LET IT BE RESOLVED THAT I, Mayor Myron Bailey and the City Council of the City of Cottage Grove, County of Washington, State of Minnesota, do hereby proclaim Tuesday, August 6, 2024, Night to Unite in Cottage Grove. Passed this 17th day of July 2024. _____________________________________ Myron Bailey Mayor 1 City Council Action Request 7.A. Meeting Date 7/17/2024 Department Administration Agenda Category Action Item Title City Council Regular Meeting Minutes (2024/06/05) Staff Recommendation Approve the June 5, 2024, Regular Meeting Minutes. Budget Implication N/A Attachments 1. 2024-06-05 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 COTTAGE GROVE CITY COUNCIL June 5, 2024 12800 RAVINE PARKWAY SOUTH COTTAGE GROVE, MN 55016 COUNCIL CHAMBER - 7:00 P.M 1. CALL TO ORDER The City Council of the City of Cottage Grove, Washington County, Minnesota, held a regular meeting on June 5, 2024, at Cottage Grove City Hall, 12800 Ravine Parkway. Mayor Bailey called the meeting to order at 7:00 p.m. 2. PLEDGE OF ALLEGIANCE The audience, staff, and City Council Members stood and recited the Pledge of Allegiance. 3. ROLL CALL City Clerk Tammy Anderson called the roll: Mayor Bailey-Here; Council Member Garza- Here; Council Member Khambata-Here; Council Member Olsen-Here; Council Member Thiede-Here. Also present: Jennifer Levitt, City Administrator; Tammy Anderson, City Clerk; Ryan Burfeind, Public Works Director; Zac Dockter, Parks and Recreation Director; Joe Fischbach, HR Manager; Conner Jakes, Associate Planner; Pete Koerner, Public Safety Director; Korine Land, City Attorney-LeVander, Gillen & Miller, PA; Gretchen Larson, Economic Development Director; Brenda Malinowski, Finance Director; Amanda Meyer, City Engineer; Mike Mrosla, Senior Planner; Emily Schmitz, Community Development Director. 4. OPEN FORUM Mayor Bailey opened the Open Forum. Gene Smallidge, 10992 Point Douglas Drive, Cottage Grove, stated I’m here to tell you 3M has not been a good neighbor, this is in regards to weeds. For the last 40-to-50 years, there have been six of us farmers in South Washington County that rented 1,400 acres from the 3M company. I believe we all kept it in good, aesthetically-looking shape. In 2022, we all got notice saying 3M would no longer rent land to farmers, and this was worldwide, which encompassed a lot of acreage. In the meantime, 3M did little or nothing to keep the land in a weed-free situation. I want to take you on a visual tour of some of the 3M land, as well as some neighboring land, and show you what can be done; he showed 10 slides and described them as follows: #1: This is adjacent to Innovation Road, I rented this field for 33 years from 3M. When they approached me in 1989 to rent it, they said no wheat, no corn, no soybeans, this is the gateway to our 3M facility, we want it green and growing and beautiful year round, and that’s how I left it. Last year, they got around to mowing it about the 1st of September when it all went dormant and dead, and at that time was a serious fire hazard. When I operated it, I mowed it and baled it for hay twice a year. If there were any weeds, I sprayed it to eliminate them. #2: This is on 100th Street, across from the Renewal by Andersen parking lot. I farmed this land for many years. Last year, at my begging, they mowed it when the weeds were 7 feet tall, at the end of the summer, when the weeds have all gone to seed. This year, I made three calls to the City, two calls to the County, two calls to the State Department City Council Meeting June 5, 2024 Page 2 of 36 of Agriculture, and I finally got them to start mowing. This is what their mowing job looked like; you can still see the flowers on the weeds there. #3: This is where they’ve already mowed; in the center of the picture, that’s Canada Thistle, which is a noxious weed, designated by the State of Minnesota, that you must remove from your property. #4: In the center there is Bull Thistle. In both cases after they’ve mowed, they haven’t even touched either of these species. #5: Here you see a ribbon of yellow where they totally missed a strip. #6: I have an alfalfa field right next door to their property where I still farm. I don’t want contamination of my fields with their weeds. #7: After they got done mowing, you see they left me ample flowers adjacent to my field; this is a weed called hawk’s-beard, it’s a biennial so it sleeps the first year, which it did last year, and it explodes in year two. Those yellow flowers soon turn white, and they blow just like dandelions, for miles. #8: In the first call I made to Cottage Grove, the staff person that I talked to said we’ve entered into an agreement with 3M, they said they’re going to plant their acreage that was previously farmed to native prairie grass so that they would have minimal maintenance. This is the prairie grass that I planted many years ago, it’s right across from Renewal by Andersen, on the corner of 100th and Ideal Avenue. I want to tell you there’s nothing minimal maintenance about having a clean prairie grass. Your Public Works Director and I toured some of these fields a week ago. At that time, I told Ryan I’m going to give you a dollar for every weed you find in my prairie grass field. I think he had to use his own money for lunch that day. #9: We think NorthPoint Development Company has attempted to do a good job, they rent land back to me, and west of Ideal Avenue, they offered this land to me; I referred them to another farmer, and he’s doing a good job with a rye crop that’s totally weed free at this point. But that yellow flower will blow for miles and it will be in these fields in the future. #10: This is what most of 3M’s fields looked like before they mowed. However, they mowed too late, most of the weeds had already advanced to the flower and seed stage so it does little to control them. They’re going to have to get a mowing program where they mow almost like you mow your lawn in order to get ahead of this, or else use some serious herbicide applications. They aren’t the only ones, there are developers who like the yellow flower also. Next time you drive down County 19, at the intersection of 90th Street, the housing developer there has plenty of yellow flowers also. If we don’t already have it, I would hope we would get an ordinance with teeth in it that would require 3M, developers, farmers, everyone, to control weeds on their property. Thank you so much for your attention. Mayor Bailey stated thank you, Gene, and I know our staff was working with you, and I believe 3M and the State, so we will obviously respond back to you at that point. Thank you for bringing it to our attention. I will just share with you it’s interesting that that yellow flower, if you will, is a weed because I would assume most of us look at that and go, oh, that’s really pretty, but it’s not. Now, the thistle, I don’t even want to touch that stuff. So, thank you, Gene. As no one else wished to address the Council, Mayor Bailey closed the Open Forum. 5. ADOPTION OF AGENDA Motion by Council Member Thiede to approve the agenda; second by Council Member Khambata. Motion carried: 5-0. 6. PRESENTATIONS A. Public Safety Board Scholarship Presentation Staff Recommendation: Receive Public Safety Board Scholarship Presentation. Mayor Bailey asked the Council Members to join him and the Public Safety Board in the front of the dais while Community Engagement Officer Ryan Pierre steps up to the podium. Officer Pierre thanked the Mayor and Council Members, stated he and the Public Safety Board are here to do a quick overview and present awards for the Craig Woolery Scholarship. City Council Meeting June 5, 2024 Page 3 of 36 The Cottage Grove Public Safety Board is made up of multiple citizen volunteers, members of our community of various backgrounds; the board is a nonprofit 501(c)(3) organization. They have liaisons from the Police Department, Fire, and Emergency Medical Services (EMS). The Public Safety Board meets once per month and works together to promote the partnership between citizens of Cottage Grove and the Public Safety Department, in support of a safe community. Mission: The mission of the Public Safety Board is to provide financial support for equipment, training, and programs to enhance safety and to provide crime prevention and safety information to citizens. Community Engagement & Educational Opportunities: Include Strawberry Festival and Parades, Night to Unite, Safety Camp, Police and Fire Open Houses, and other Community Events. Fundraising Efforts: Come from Grant Opportunities; Variety of Fundraising Events, including hosting Bunco Events; K-9 Plushies and Challenge Coins; Cancer Awareness and Autism Awareness Patches; Citizens’ Donations. Ongoing Support: Most recently, they donated $15,000 to purchase Fitness Equipment for the fitness room at the Cottage Grove Central Fire Station; the former equipment was donated from an exercise business and is at the end of its life expectancy. The firefighters worked closely with the Public Safety Board to determine the needs and update the equipment, to include free weights and a squatting rack. They have also donated Portable Speed Signs. They have been a large supporter of our K-9 program, including purchasing the dogs and equipment; Firefighter Particle Hoods; and the Craig Woolery Scholarship. The Cottage Grove Public Safety Board is pleased to offer the Craig Woolery Scholarship to residents of Cottage Grove pursuing postsecondary education in law enforcement, EMS, and firefighting. The Cottage Grove Public Safety Board welcomes and supports diversity in the application and award process. The Scholarship Application is due on May 1 of each year; applicants must complete the application, submit an essay and a letter of recommendation. It’s open to residents of Cottage Grove pursuing post-secondary education in Law Enforcement, EMS, or Firefighting; there is more information on the City of Cottage Grove website. Officer Pierre stated he’d now turn this over to Julie Rice, President of the Public Safety Board. Julie thanked the City Council, Director Koerner, family members and guests of our recipients. We want to thank Justin and Kim Olsen for asking the Board to present this scholarship to the community and to raise funds for it. The Lions Club, several Board Members, and other citizens of the community have donated funds so that we can give this scholarship award. This year we looked at our funds, and we were able to give four scholarships; each one of those awards is $1,500. All of the recipients are pursuing a career in Public Safety. We have two high school students that started in an Explorer Program. The Cottage Grove Explorer Program is run by police officers Ryan Sisterman and Mackenzie Foster; they help train young high school students between the ages of 14 and 20, who are interested in pursuing a career in law enforcement, EMS or paramedic school, whichever they want to attend. This year the program entered a State competition, with about 100 other Explorer Programs throughout the State. Our program took 5th place in traffic crash, 3rd place in embedded social worker and public safety model, 2nd place in street decisions, and 1st place in suspicious activity. Each one of these potential law enforcement officers meet every Sunday; that’s a big commitment for high school students to come in every week to do their training. So, we’re very proud of our program. We help sponsor them, but they do their own fundraising as well. Two of our award recipients are Avery Christopherson and Colin Schmit, she asked them to step forward. Julie noted they were given their awards at the Park High School awards ceremony last week, but they didn’t find out they got the awards until that night. Now they’re getting an official scholarship presentation. Julie stated our Explorers also help police the parade routes and help out at other events, so if you see them, give them a good hi and throw them some candy in the parade because they do a great job. She thanked Avery and Colin for all of the training they’ve already gone through and that they’ll be doing next year to pursue their careers. Julie stated our next recipient is Peyton Taylor and asked her to step forward. Peyton is a current Community Service Officer (C.S.O.) for the City of Cottage Grove. She helps out on dog calls, sprinkler violation calls, so, calls that the police officers normally don’t take. She was recommended by Sergeant Nils Torning. She has a great, positive attitude for her work; she makes an effort to meet with the public City Council Meeting June 5, 2024 Page 4 of 36 and help them solve their problems. She thanked Peyton, and noted she’s continuing her education at 916. Julie stated our fourth recipient, Chris Vierling, is already a member of the Public Safety Department as a parttime firefighter-EMT; she asked him to step forward. She thanked Chris and said Chris is continuing his career, training, and schooling. You just don’t get a degree and go do your job; there are continued classes, continued training to keep up to date with lifesaving efforts so that they can help the citizens of Cottage Grove. Chris has been with the Fire Department since 2016 as a firefighter-EMT. So, anybody who needs life saving, he’s ready for you. Julie stated we just want to thank all of our recipients, continue with your careers, make us proud to have you as citizens of Cottage Grove, and hopefully you can all return as police officers for Cottage Grove. Thank you. Everyone applauded. Mayor Bailey stated before we do the handshaking, etc., he wanted to thank the Public Safety Board for all of the tremendous support that you give our Public Safety Department as a whole: Fire, EMS, and Police. He also personally wanted to thank Council Member Olsen, who kind of got the Craig Woolery Scholarship jumpstarted, and it’s just continued to grow and grow. You get to see the work Council Member Olsen puts forth, getting the message out there, because it’s going to help these young individuals to be able to have a career in law enforcement or Fire-EMS. He thanked Julie for coming here this evening and presenting the awards. He asked Council Member Olsen if he’d like to say a few words. Council Member Olsen stated I’m so happy to see all of you standing here, and I’m so grateful to the Cottage Grove Public Safety Board for managing this scholarship program. When my wife and I started this in honor of former Public Safety Director Craig Woolery, we did so with the intent to have young people from the community who were pursuing a career in Public Safety get at least a leg up. I understand that school is every expensive, books are expensive, etc. Then you have P.O.S.T. training you have to do if you’re going into law enforcement; you’re going to have continuing education training that you need to do to maintain your medic certificate, which Chris recently received, so congratulations on that. Hopefully, this is just one small way for us to demonstrate that we believe in you, we’re grateful for the work that you do for the community today, and we look forward to the work you’re going to do for the community moving forward. Hopefully, this is going to help you out a little bit. Thanks. Mayor Bailey stated awesome, let’s give them one more round of applause. I’m going to start the handshaking, and all Council Members congratulated each scholarship recipient. Mayor Bailey stated it’s always fun to do that; Council Member Olsen and I had the opportunity to be at the Park High School senior event to see all of the scholarships awarded from different companies and groups. B. Strawberry Festival Presentation Staff Recommendation: Receive Strawberry Festival Presentation. Mayor Bailey stated one of the key members of the Strawberry Fest is Willie Tennis, so he asked him to step forward and share with us all of the excitement of this year’s event. Willie Tennis greeted everyone, said thanks for the opportunity to talk about the Strawberry Fest. I’ve been on the committee for 14-15 years, but this year is our 40-year celebration, so we’re pretty proud of that. Thursday night events keep growing every year. We have a lot of events for kids, as you can see on the slide here. On Friday, one of the big things is the Strawberry Marketplace for business expo and businesses to showcase their businesses. The lady we have in charge now is doing a fantastic job: Three years ago, there were 93 businesses, last year she had like 105, and this year we have 119 vendors coming, which is phenomenal. Bands will be performing, one of the lead-off bands is called Distilled, that happens to be some local people from Cottage Grove, which is pretty cool. Tim Sigler was here last year, on Saturday night, but this City Council Meeting June 5, 2024 Page 5 of 36 year he’s going to be performing on Friday night; they told me he’s a country band, I personally don’t like country, but he plays a variety, I really like the guy, he was great last year. Our ambassadors will be selling buttons, and this year with the buttons there are discounts from the food vendors, each one has different discounts but some of them have up to 20% off. The ambassadors will be going around greeting people and doing what they do. Food vendors: We have a new lady in charge of that. Last year, she had like 14, this year she has like 18 food vendors. So, everybody come hungry, there’s going to be a lot of varieties of food. Saturday: One of the big things, of course, is the Grande Day Parade. After that, we have something new, we have BMX bikes that are going to set up in the middle of a parking lot and do all sorts of jumps and flips, and it’s really exciting. It’s going to be a really fun event. There will also be a car show, a pet show, the bands for Saturday night are Stone Daisy and Them Pesky Kids. We’ll have the fireworks at 10:30 p.m. on Saturday night, as usual. Council Member Thiede stated if you page down, it will show all of the bands, etc., so people can see all of that information. Willie stated I apologize for some of the events I didn’t mention tonight, but there are so many. Also, make sure you come Thursday, because we have the St. Paul Park-Newport Lions and the Cottage Grove Lions selling beer and other little drinks. Each year it keeps getting bigger and bigger, and it’s just a really fun event for the community. So, I hope everyone has a chance to come out and enjoy it! So, thanks again, Dave; he’s my partner in crime there at the festival. Council Member Thiede said good job, Willie! For those people who get the Cottage Grove Reports, inside there is also a flyer that tells you about some of the different things that are happening at Strawberry Fest. Also, you can use the QR code to get more information, or go to the website address, cottagegrovestrawberryfest.com. With the QR code, you can just put your camera on that and most phones will actually go to that website. So, that’s an easy way to get to that website. I’ve heard that we’re going to have fantastic weather again, so we’ll see if that holds out; we’ve kind of got lucky the last couple of years. It’s going to be a fantastic time again. Thursday night, we’ve been getting things set up for that, we’re even going to have some entertainment, actually some jazz music on Thursday night, besides the different events. Admission is free, so it’s a fantastic time. So, just round up the kids and yourselves and get on out there and have a great time. To remind people, for the last few years, Strawberry Fest has been on Father’s Day weekend; this year it’s the week after Father’s Day weekend. People can’t use the excuse that they can’t come because they’re gone for the weekend because of Father’s Day. So, grab dad a week later, get out there, and have a great time. Mayor Bailey thanked Willie and Council Member Thiede. It’s been amazing every year, it gets bigger, and there were so many people there last year, I specifically remember that there were vendors that had to close early because they ran out of food due to the number of people there. So, that’s a really neat thing to have happen. Once again, the carnival is here, so if you want to get some carnival ride tickets, presale tickets, I believe you can get those here at City Hall. Council Member Thiede added you can actually get them online, too, if you go to the website. Mayor Bailey stated the only other comment I’m going to make is about Willie and his business, Tennis Sanitation. I’m going to bring this up a little bit later when I talk about the Fourth of July fireworks, but since he’s personally here, I want to thank you and your company because every year that I’ve asked for a $5K donation to put towards fireworks, Willie and Tennis Sanitation donate just like that. So, all of the things that you’re doing and the financial pieces that you deal with, as you support Strawberry Fest, too, I just want to thank you personally for your support, as well as the four other businesses that are stepping forward, too, a total of $25K towards the Fourth of July fireworks. So, it’s another big show coming this year, so we’re very happy with that, so thank you, Willie. Willie replied you’re welcome. We enjoy giving back to the community, that’s part of the reason I’m involved with Strawberry Fest. We’re just helping out the community, and I enjoy working with Dave. C. 2023 Annual Comprehensive Financial Report Staff Recommendation: Accept Annual Comprehensive Financial Report for the year ended December City Council Meeting June 5, 2024 Page 6 of 36 31, 2023. Brenda Malinowski, Finance Director, stated tonight I have Rebecca Petersen here, a new face, and she’s with Redpath & Company, as we have a new audit firm this year. State Statutes require us to have an annual audit each year, and so that has just wrapped up. So, she will be giving a review of that audit. At the end of her presentation, I do ask you to make a motion to accept the report for 2023. With that, I will turn it over to Rebecca. Mayor Bailey stated welcome, Rebecca. Rebecca replied thank you, and thank you for having me here tonight. She stated I am going to go through a summary of the reports that we issue in conjunction with the audit, and then some high-level financial summary information. We work closely with finance staff during the course of the audit, but we really do work for you as governance of the City. So, as I’m speaking, if you have questions, please feel free to stop and ask me on point, or you can wait until the end, whatever works best for you. There are four reports that we issued in conjunction with the audit this year. I just want to mention that some years there’s a fifth report that’s required to be issued; any time the City expends more than $750K of Federal money in a given year, you’re subject to a Federal single audit or a Federal Compliance Audit of those expenditures. The City did not reach that threshold for 2023, so there was no single audit this year. 1) Opinion on Financial Statements: This is really our primary purpose of the audit is to provide an opinion as to the fair presentation of the City’s financial statements. It would be time and cost prohibitive for us to look at every single transaction that the City enters into during the course of the year, but we perform a variety of procedures to enable us to provide an opinion that the City’s financial statements are fairly stated and provide a reasonable level of assurance. The result is here: The City received a clean, unmodified opinion on the 2023 financial statements. It’s the highest level of assurance we’re able to provide; in summary, it’s the result you want. I want to mention that on an annual basis, the City submits its financial statements to the GFOA. The GFOA has an award program, and the 2022 financial statements received a Certificate of Excellence in Financial Reporting. We anticipate that the 2023 statements will qualify for the award as well. 2) Report on Internal Controls: We do not audit the City’s internal controls, but as part of our audit, we gain an understanding of the controls that are in place and the processes and the procedures. We do test some of those controls to a limited amount, and if anything came to our attention that we thought you should know about or we identified any significant deficiencies in internal control, we would report them to you in this letter. There is also one item that we are required to report as an internal control finding, and that is any time that during the course of the audit we as auditors identify a material adjustment to the numbers within the financial statements. It’s extremely common in local governments, but we’re required to include it in this report. This year there was one material audit adjustment related to project costs and the accumulation of those; there were no errors as far as vendor payments or anything in that regard, it was simply tracking methodology and how expenses were recognized. So, one finding this year that’s been resolved. 3) Report on Minnesota Legal Compliance: The Office of the State Auditor has a series of requirements that they request us as auditors to look at in conjunction with our audit. We’re not attorneys, we’re accountants, and so we look at this from an accounting perspective; we’re not providing a legal opinion, but if any instances of noncompliance came to our attention during our audit, we would report it to you. This year there were no findings of noncompliance reported, which again is the result you would want. 4) Communication to Those Charged with Governance: This is a letter from us, as auditors, to you, as governance, with some key information about current year operations and just required disclosure information. It is a highly technical template of letter, and so I called out just some of the key points here, really what you need to know within the length of that letter: •The first item I have bulleted here is to let you know that the City had to implement a new accounting standard this year, GASBY 96 on SBITAs, which is an awkward acronym, but it stands for Subscription Based IT Arrangements. What this new accounting standard does is it recognizes that local governments more and more are entering into long-term agreements for City Council Meeting June 5, 2024 Page 7 of 36 software, maybe cloud-based software or other types of contracts. When you’ve committed to enter into one of those agreements for a long period of time, there really is a liability that the City has that the GASBY, the standard ____ body, wants to see accumulated on the financial statements. So, the City had to go through a fairly time-intensive exercise this year to look at the contracts that are in place and determine if they qualified for accrual. The result is that there was an agreement that was eligible to be reported on the financial statements; the net impact is about $15K, so not significant to the City’s financial statements at all, but it’s good for you to know that there was a change. •The next item is accounting estimates in the financial statements. As a reminder that some numbers in the financial statements are firm and known amounts and other items are estimated. Two of the most significant estimates are both actuarially determined numbers: The first one I have identified here is the net OPEB liability; OPEB stands for Other Post-Employment Benefits. It’s really the impact of the City having retirees and the impact on the health insurance offerings. So, as I mentioned, it’s an actuarially-determined number, it’s really paid over time; the City’s not going to have to pay $942K. The second item is the net pension liability, and this is the impact of City employees participating in the State pension plan, PERA. On an annual basis, PERA obtains an actuarial study to determine what their net pension liability is, and then they allocate that liability out to all participating employers. So, this $15M liability that the City’s reporting is really your share of PERA’s liability, and that fluctuates heavily over time, depending on what the investment market is doing and what the actuarial assumptions are. But PERA’s not going to come looking for a $15M check; this is just really representative of the future liability of having participants in the plan, and it’s paid on a payroll basis when you make your employer contributions to the plan. •The next required communication I have for you is difficulties encountered in performing the audit. If we had any difficulties, we’d be communicating them to you, but I’m happy to report that we had none; staff was great to work with. •Next is any disagreements with management. If we had any significant disagreements with management during the course of the audit that we thought you should know about, we would also be informing you. •Other Matters: If there were items that came to our attention that we thought were important for you as governance to know about that didn’t fit in any other category, we would be communicating them here. There’s nothing communicated this year, but I want you to know that we would be sharing that information if we had anything. Financial Highlights These are for the General Fund and City overall: •The current property tax collection rate for 2023 was 99.64%, which is very high, so a healthy property tax collection rate. •Fund Balance Policy: Within your General Fund you want to be maintaining Fund Balance Reserves of 45%-55% of subsequent year’s expenditures. At the end of 2023, your unassigned Fund Balance was equal to 50% of next year’s expenditures, which is right in the middle of your policy, a nice, healthy spot to be. Here I have some Budget to Actual information for the General Fund. There’s a couple items I want to draw your attention to: •If you look at the Total Revenues line and go up to Investment Earnings, budgeted was about $125K and actual result was over $500K. So, nice, healthy investment results for the year, and it really is impacting overall Fund Performance. •Looking at Expenditures, you’ll see Public Safety was over budget by about $200K; that really relates to some C.S.O. time and other charges within Public Safety. My understanding is that the departments really worked hard to tow the line and not fill vacancies that didn’t need to be filled to help maintain the General Fund budget. If you look at the very bottom, for actual results, you’ll see an increase in Fund Balance of about $2.1M for this year. There’s really two significant items impacting that: First, it is the investment earnings that I mentioned; secondly, it’s the Public Safety Aid that the City received right at the end of 2023. The City received approximately $1.7M of City Council Meeting June 5, 2024 Page 8 of 36 Public Safety Aid that was eligible to be recognized as revenue this year, but it’s really restricted for spending, you can’t spend it on whatever you want, it’s restricted for Public Safety items, but it's impacting the results of the Fund. Here you can see the General Fund expenditures by function; that green bar is Public Safety and similar to prior years, it is one of the most significant expenditures within the Fund. This next graph looks at the trend for the General Fund: That blue bar is Total Expenditures within the General Fund, and that green line is Total Revenue for the Fund. So, you can really see that your revenue is covering your expenditures and your operations for the year. The gray bar is Total Fund Balance; you can see Fund Balance is up a bit from last year, which is really where you need to be with your Fund Balance Policy of 45%-55%. Costs aren’t decreasing, so in order to meet that policy, your Fund Balance really needs to increase incrementally with inflation and the budget itself. Streetlight Fund: I have a similar graphical representation for this fund; that blue bar is your Operating Expenses without depreciation, and then the gray portion on top is Depreciation Expense. The green line is Operating Revenue. In your Enterprise Funds, you really want to see your Operating Revenue covering your Operating Expenses plus some; especially with the Enterprise Funds, they’re capital intensive or they can be, and you need that gap between operations to help fund future capital. Here we have your Fund Balance or your Unrestricted Net Position for the Streetlight Fund. EMS Fund: Again, the blue bar is your Operating Expenses, and the gray portion is your Depreciation. The green line, Operating Revenue, you can see it fluctuates heavily over time. There’s a couple different factors impacting this: One is the ability to collect on your receivables. The City changed ambulance billing providers within the past year or so, which is impacting this, but also your ability to realize revenue here is really impacted by the market. There are some entities that are paying these ambulance bills that really tap out at certain levels, and you can only realize so much. You’ll see that your Operating Revenue this past year was not covering your Operating Expenses or your Depreciation, and that’s really typical for local government ambulance services. You need property tax revenue or other sources to help fund that capital difference because operations just don’t generate enough to do so. Here we have a Fund Balance history of the EMS Fund: You can see it’s dropped over time, but it is still positive. I do want to mention that the Fund itself had positive cash flow this year; some of the decrease in Fund Balance that you’re seeing really relates to non-cash transactions, such as depreciation. There was positive cash flow within the fund. Water Fund: A similar structure with your Operating Expenses being your bar, and the green line being your revenue. You have a nice, healthy gap between Operating Expenses and your Operating Revenue to help fund some of the capital items. Here’s your Fund Balance of your Water Fund. Sewer Fund: This is different than the Water Fund. You will see that that green line, your Operating Revenue, is much closer to your Operating Expenses. My understanding is that there is a rate study that might be looking at some of this, but it really is important; I want to emphasize you need to have a gap there to help fund that capital in the future. Comparative Revenue per Capita The Office of the State Auditor puts out some nice summary information over time. They did not have the 2022 actual numbers available yet when I prepared the presentation, so I used Statewide budgeted amounts vs. actual. What this chart is looking at is revenue per capita. I’ll draw your attention to property taxes. You have a healthy property tax revenue per capita, at least from a citizen’s perspective, probably. As we go down, you’ll see the intergovernmental revenues is higher than both the City’s past revenue per capita and State amounts, and this is really heavily impacted by some of the Settlement Funds that are being put towards the Water Treatment Facility and other intergovernmental revenues. Charges for Services as well is above Statewide budget and Statewide actual amounts, and that’s really impacted by some of the recreational offerings you have that other cities don’t: The golf course, the Ice Arena, and some of your other Parks and Rec offerings are playing into this number. So, it might not be an apples-to- apples comparison with other cities statewide. Comparative Expenditures per Capita I’ll call your attention again to this Capital Outlay and Construction number right here, about $1K per capita, which is significantly higher than prior years and State amounts. Again, this is some of those significant capital endeavors that the City has undertaken this year: The Water Treatment Facility, I think City Council Meeting June 5, 2024 Page 9 of 36 there was a golf course project, and other items that are playing into that number; so, it is a planned increase there from prior year. Rebecca stated that’s all I have prepared ahead of time for you, but I’m happy to answer any questions you might have. Mayor Bailey thanked Rebecca for her first presentation with us as the new person. He asked if Council had any questions: Council Member Olsen stated thank you very much, it took a little getting used to; we had the other fellow for a long time, so you did a nice job, thank you. Two things that stood out to me, and I’d like to just ask a couple of questions on those. First, you mentioned that from a Comparative Revenue per Capita perspective, we are at $492 vs. what I believe to be the Statewide average of $557 for communities of our size; is that accurate? Rebecca replied this $557 number was from 2021, so yes, that would be the comparable number. Council Member Olsen stated okay, but if I look at the 2022 number, you used budgeted amounts, and we’re still below that $514. Rebecca replied that’s correct. Council Member Olsen stated so, what that says to me, and this is where I need your help, that means in terms of what people are paying in property taxes, they’re paying less than the average if they live in Cottage Grove. Rebecca replied correct, that is what this represents. Council Member Olsen stated on your next slide, you had the expenditures. So, you had expenditures at the bottom, Total Debt Service, we’re at $108 vs. the $144 number that you had for 2021; so, that’s saying that in terms of our Debt Service, or the debt that we issue, we’re issuing less than the average. Is that accurate? Rebecca replied that’s correct, yes. Council Member Olsen stated the reason I asked both of those questions is because one of the things we’re very proud of here, as I’m sure you heard a time or two, is our AAA Bond Rating. That’s something that the staff here works very, very hard to maintain, and the bond houses tend to look at that sort of stability as one of the key components, whether or not they’re going to help us maintain that. It doesn’t look to me like you found anything that was out of the ordinary that might put that AAA Bond Rating in any kind of jeopardy; in fact, we’re still continuing to operate at lower than average expenses, and therefore, the property tax charge to the average property taxpayer is less here than it is for the rest of the comparable cities. The last thing I wanted to ask about is Fund Balance. So, our Fund Balance is currently at 50%, based on your audit. We have a policy that says 45%-55%. In your experience, is that 50% typical, atypical? What is it? Rebecca replied it’s extremely typical. I would say that the average ranges of Fund Balance I see, per policy, is 40%-55%; that would be the range of policies. So, you were right in line with generally what I see cities use for their Fund Balance Policy. Council Member Olsen stated perfect. That Fund Balance, I guess you could call it the rainy day fund, right? If anything weird happens, like a global pandemic, you need to have that Fund Balance in order to continue to operate and pay the bills. From what you just said, it seems like we’re right where we need to be. Rebecca replied yes, very much so. Council Member Olsen stated perfect; well, thanks for all the good news. I like going through these reports because I think it just serves to underscore the fact that the team here at City Hall and throughout the City does just an amazing job of watching their nickels and dimes while they still provide a tremendous amount of service to the residents of our community at less of a cost than they would get in several other communities, if you just look at the averages. That’s our goal, we want to make sure that people find value here and these number reflect that they do. So, I appreciate that very much and look forward to having another good one next year. Council Member Thiede stated staying on this chart right here, I just want to go back to the Capital Outlay and Construction, and that’s a significant jump, but a lot of that actually has to do with the water and our treatment plants. It’s actually money that’s not necessarily coming totally from the taxpayers, it’s coming from the Settlement Fund, like on the chart before that you were showing. The revenue money’s coming from like the 3M Settlement and so forth is funding that jump that we see there, right? City Council Meeting June 5, 2024 Page 10 of 36 Rebecca replied correct; there are external funding sources that are helping support this significant increase here. Mayor Bailey stated I have two things, maybe they’re just more comments, and I don't know if these are really directed at you or it might be at our staff. So, the ambulance service; we’ve been having numerous conversations. Obviously, your auditing back for 2023, we’re now in 2024, and we’re still trying to gather it. I’ll say, if you will, the concerning thing I think for the Council has been, and I know our staff is the same, is as you acknowledged on the reporting, even though we had some cashflow, that number is very, very tight. We used to have a better amount of money in there, and the goal of having that extra money in there over the years has been to be able to pay for the ambulances and such, right? We’re unfortunately at that point now where because of Medicare, Medicaid, all of those different things out there, they’re having a negative effect on our budget, specifically for the ambulance service. We’re probably now at that point where we’re going to have start using our general taxpayer dollars to support that fund. Mayor Bailey stated the other thing I want to share with the general public, though, is that Cottage Grove does not just cover Cottage Grove in this ambulance service; we are required by law to cover St. Paul Park, Newport, and Grey Cloud. Because of our requirements on that, they do not pay anything; their taxpayers do not pay anything into this fund, they’re not required to. The only good news, what I’m hoping we’re going to see here, is our State Senator was able to get a bill through that might affect or help us, not just Cottage Grove but as a State, especially those rural communities that have a very similar situation to us, with not being able to cover the costs, to be able to get some of that additional funding that might be able to help us shore up some of that amount. So, I just wanted to let the citizens of Cottage Grove know that we don’t have the choice, unless we want to get rid of our ambulance service, and we haven’t decided to do that, we’d prefer it being in house, but we’re required to cover other communities that do not pay us for the ambulance service. Mayor Bailey stated the last thing, and I’m not sure where I’m going with this, on the sewer rate, I know the sewer is predominantly the Metropolitan Council, am I correct? So, this is really pretty much whatever the bill is, so to speak, for using the sewer service, it’s just, no pun intended, flowing right through. So, the citizens, whatever they’re paying to that fund, is paying for whatever the cost is that the Metropolitan Council is charging the City of Cottage Grove or any other city out there. I just thought I’d throw that out there so there isn’t any fluff in that particular item, and that’s because that is pretty much a straight flow through in that case. Mayor Bailey thanked Rebecca for her presentation. Motion by Council Member Olsen to accept the Annual Comprehensive Financial Report for the year ended December 31, 2023; second by Council Member Garza. Motion carried: 5-0. Mayor Bailey stated Brenda and team, thank you so much for another great year. 7. CONSENT AGENDA A. Approve the May 1, 2024, City Council Special Meeting Minutes. B. Approve the May 1, 2024, City Council Regular Meeting Minutes. C. Approve the May 15, 2024, City Council Special Meeting Minutes. D. Approve the May 15, 2024, Regular Meeting Minutes. E. Accept and place on file the minutes from the April 22, 2024, Planning Commission Meeting. F. Approve the March 18, 2024 Public Service Commission Regular Meeting Minutes. G. Approve the March 11, 2024, Parks, Recreation and Natural Resources Commission Regular Meeting Minutes. H. Approve the issuance of rental licenses to the properties in the attached table. I. Adopt Ordinance No. 1083 amending City Code Title 3-15-10 to add language exempting property owners renting to a qualified family member, as defined by the existing ordinance, from rental licensing requirements. City Council Meeting June 5, 2024 Page 11 of 36 J. Approve the renewals of the Workers Compensation Policy and the Package Insurance Policy with the League of MN Cities Insurance Trust for the 2024-2025 policy period in the amount of $1,344,317.00. K. Adopt the Police Department’s 5-Year Strategic Plan and move forward with implementation of an assigned squad program. L. Authorize the repairs to Engine 4 based on the provided quote in the amount of $28,457.79. M. Authorize Public Works to advertise and sell brush truck and UTV pumps on auction site. N. Approve reallocating the approved $140,000.00 in the police budget to purchase mobile squad radios and ballistic helmets. O. The staff recommends approving the purchase of security camera licensing, hardware, and installation services from LVC in the amount of $23,922, as detailed in the attached quote. P. 1) Authorize change order credit of $4,700 for turf restorative work completed by the City. 2) Authorize resolution 2024-085 approving final payment to Mid-America Golf & Landscape, Inc., in the amount of $13,065.92 for the River Oaks Irrigation Project. Q. Authorize execution of the Source Water Protection Grant Agreement with the Minnesota Department of Health. R. Adopt Resolution 2024-086 providing preliminary approval to the issuance of revenue obligation bonds. S. Adopt Resolution 2024-088 approving the plans and specifications and authorizing bidding for the Summers Landing 5th Addition Final Street Improvements Project. T. Approve the easements and the Memorandum Of Understanding with Tyler and Heidi Biron and with Bailey Nurseries. U. Approve Resolution 2024-090 to authorize funding transfer from the ED Trust Fund (286) to the CVB Fund (265) and the attached agreement with Chandler Thinks to engage their services for the creation of a Strategic Plan for the Cottage Grove Convention and Visitors Bureau. V. Adopt Resolution 2024-091 authorizing the City to apply to the Washington County Community Development Agency (CDA) Predevelopment Finance Fund for a grant for the creation of a Market Analysis and Small Area Plan and authorize the City matching fund of $40,000 to come from the ED Trust Fund. None of the Council Members wished to pull any items on the Consent Agenda for further discussion and/or approval. Motion by Council Member Olsen to approve the Consent Agenda; second by Council Member Thiede. Motion carried: 5-0. 8. APPROVE DISBURSEMENTS A. Approve payments for the period of 5-09-2024 through 5-29-2024 in the amount of $5,441,768.46. Motion by Council Member Khambata to approve disbursements; second by Council Member Garza. Motion carried: 5-0. 9. PUBLIC HEARINGS - None. 10. BID AWARDS - None. 11. REGULAR AGENDA City Council Meeting June 5, 2024 Page 12 of 36 A. Enterprise Energy Community Solar Garden Staff Recommendation: Adopt Resolution 2024-087 approving the interim use permit for a five-megawatt (5 MW) Community Solar Garden to be constructed on approximately 35 acres of a 155-acre site adjacent to 100th Street, Lehigh Road, and approximately three- quarter miles east of Kimbro Avenue, as shown on the development plans dated April 19, 2024. Conner Jakes, Associate Planner, stated the application before you this evening is an interim use permit (IUP) for a proposed 5 MW Community Solar Garden. The subject site is located in the eastern agricultural area of the City, adjacent to 100th Street South, as well as Lehigh Road South, and about three-quarters of a mile east of Kimbro Avenue South. Background: The site has been utilized for agricultural purposes as far back as City files indicate. I’ll note on the screen there are currently two parcels, for a total site size of 155 acres. A condition of approval will require these two lots be combined into one parcel in order to meet the required 300-foot setback from the property line to the solar panels. Associate Planner Jakes stated before we get into the Site Plan and walk through the rest of the application, I thought it would be beneficial to talk through the ordinance regulations and just walk through the history of our initial ordinance and our revisions. In 2015, a few of you may recall that we adopted a Solar Energy System Ordinance, which regulated Community Solar Gardens; that ordinance was then revised in 2017, and there were two major differences that would apply to the application before you this evening. One of those differences was the setback from the property line to the panels; so, in the 2015 ordinance, that setback was the principal structure setback, which in an agricultural district is generally about 75 feet. So, the revised ordinance in 2017, which is the current one, requires a 300-foot setback, so creating a larger buffer of the solar panels from the property line to negate any adverse impacts. The second major difference was the requirement of a Vegetative Management Plan (VMP), which details the maintenance of plantings, the seed mix, and other various factors relating to the growth of that seed mix, ensuring there’s no weed growth, and maintenance of that. So, those were the two major differences. The requirements for a Community Solar Garden are on the screen before you; I would just point out, also, the site has to be located within the designated areas of Exhibit A; so, that map is shown on the screen. The red areas are where a solar garden would be permitted or allowed with the interim use permit, and that area did not change from the 2015 ordinance to the current ordinance. Again, those areas were designated based on the MUSA, and we don’t envision utilities being extended to those parcels within the near future, so allowing an interim use to operate there. Site: The site is zoned AG-1, Agricultural, and guided as Agricultural in the 2040 Comprehensive Plan. The use is permitted with an IUP. The proposed length of the IUP before you this evening is 25 years, and then a possible extension of up to 10 years after those 25 years. So, a condition of approval does note the length of 25 years and then that extension of up to 10 years, which would be granted by the City Council. I would note that condition also adds within that extension period, that if a development application is received on an adjacent parcel, the solar use would have to cease and be removed following the Decommissioning Plan and then restored to its current state of preconstruction. Site Plan: The Site Plan is on the screen before you; however, before we jump in, I just want to note that the applicant held a Neighborhood Meeting on May 14. There were four residents in attendance, and I’ll kind of talk through the concerns and how the applicant has worked to mitigate those as we move through the Site Plan. The proposal is for a 35-acre array area on the 155- acre site; note the array area is where the panels are located. It does meet the 300-foot setback after the parcels are combined; that setback is indicated by the red dashed line on the Site Plan before you. The rows of panels are proposed to run north and south and pivot on a single axis to follow the sun horizontally. The maximum height of the panels would be 10 feet at full tilt; this design is lower profile than the kind of fixed panels we see within the community, so a lower profile is less visual impact to adjacent property owners and vehicles traveling down roadways where you might see the project. The other thing I would note is that there’s no noise created from that pivoting motion; we actually have one solar farm within the community that has this kind of pivoting motion, and we haven’t received any complaints related to noise or any other complaints on that site. The applicant is proposing five equipment pads, each is 200 square-feet in size, and all of them are located within that secured array area. The array area City Council Meeting June 5, 2024 Page 13 of 36 is proposed to be secured by a 6-foot-tall chain-link fence, that will be black coated. A concern at the Neighborhood Meeting was the color of the chain-link fence, so ensuring that that fence blends into the environment and we keep that country feel within the area. So, the residents requested either a black- or green-coated fence, and the applicant has agreed to provided that black-coated fence; a condition of approval also requires that fence be black coated. Just to note, that fence is proposed to just surround the array area, so the 35 acres, and not the whole site. Transportation/Site Access: Access is proposed off of Lehigh Road South and proposed to be a Class V that would run along that south boundary and then up into the solar site to provide access. I would note a concern at the Neighborhood Meeting was related to construction traffic and the current condition of both Lehigh Road and 100th Street South, ensuring that there’s no adverse impacts from the construction traffic. So, a condition of approval will require that the applicant enter into a Memorandum of Understanding (MOU), which will detail the applicant’s responsibility to document the designated route, preconstruction traffic and postconstruction traffic, and then restoring that road to its preconstruction traffic state. I would note that staff hasn’t designated or decided on a designated construction traffic route; whether that flows from Lehigh Road into the site or Kimbro, up to 100th Street, will be determined as we work through the proposal and that MOU. The applicant would be responsible for those repairs and ensuring the road isn’t in worse condition after the construction traffic. Traffic: The majority of that traffic will be construction traffic; after the site is constructed and completed, access to the site would be minimal. The engineer of the site would access approximately two times per year, just to ensure it’s operating as intended, and to fix any panels along those lines. Weed Growth & Mitigation: A concern at the Neighborhood Meeting was also related to weed growth and mitigating weeds. The applicant agreed that maintenance crews would access the site once per month to ensure that weed growth is being managed, mitigated, and also that VMP is being followed. I mentioned that a requirement of the current ordinance is a VMP that details the seed mix, ensuring that meets State requirements, and then just that restoration plan for the array area itself. The applicant submitted a detailed VMP that meets Code requirements, proposing a native pollinator-friendly seed mix. They’ve also provided a detailed maintenance plan, both for the establishment phase, which is years 1 to 3, and then the maintenance phase, which is years 4+. So, we have our consultant reviewing that, ensuring that meets our standards, and then providing an inspection protocol that we would follow to ensure weed growth is being mitigated and that seed mix is really taking and being established as intended. Decommissioning Plan: City Code requires that a Decommissioning Plan be provided, which outlines the restoration of that land to its preconstruction condition. The outline of that process is on the screen before you. The one thing I want to note is the application requires that we receive a Decommissioning Letter of Credit, which is the amount of 125% of that decommissioning estimate. So, if at such time when that IUP would expire, we would then have the money on hand to remove and restore the site if the applicant or owner at the time doesn’t do that. Neighborhood Meeting: As mentioned previously, the applicant held a Neighborhood Meeting with four residents in attendance. The main concerns are listed on the screen before you. Just to talk through those: Construction traffic is being mitigated through that MOU. Proposed utility pole locations: So, the applicant’s original proposal had those poles on the south of the access road; we then moved them to the north, to mitigate concerns with those poles located in the area between the road and the property line, which is about 27.5 feet. A condition of approval will require that those lines be undergrounded; so, no poles would be allowed as we work through that process, pursuant to City Code. Management of weed growth will be dealt with through the VMP, as mentioned. There is a concern related to water runoff to adjacent property, so the applicant has to submit a detailed Stormwater Management Plan that will meet City Code requirements and would not allow for additional runoff to adjacent properties. Assistant Planner Jakes said with that, I’ll leave the recommendation before you. Staff is available for any questions. The applicant is in attendance as well. Mayor Bailey thanked Assistant Planner Jakes. He asked Council Members if there were any questions. Council Member Garza stated thank you for the presentation, there was a lot of good information. Regarding the fencing, you said that it is going in black, but the residents asked to possibly blend in; was there a reason why they couldn’t do green? City Council Meeting June 5, 2024 Page 14 of 36 Associate Planner Jakes replied yes, as we worked through that at the Neighborhood Meeting, the residents and applicant kind of preferred that black fence to blend in more with the darker color of that; so, they preferred the black over the green, from the residents’ point of view. Council Member Garza stated then you also mentioned the weed mitigation; so, we just had the resident here describing his situation, so I’m just hoping that we won’t find ourselves in that situation with this place that’s only being maintained, I think it said twice a month or once a month. Associate Planner Jakes replied yes, Council Member Garza, so we at a minimum will require the maintenance to occur about once per month; however, we will be out ensuring that site has minimal weed growth. If we receive complaints, we will obviously address those within a timely manner. But then we actually would have our consultant conducting regular inspections of that site, ensuring the seed mix is taking and then the weeds are being mitigated. Part of that plan and what the inspector would do in that case is create a map that shows here’s where the weed areas are, we need to mitigate those, and then work through that process. Mayor Bailey said I have something to add. I was glad you brought up about the poles. I was reading through the packet from the Planning Commission, and I note there was some discussions about the poles. Having overhead power lines is a pet peeve of mine, especially in any new development, and I’m glad you have it in there because we’ve required it with every other solar array that we’ve done in Cottage Grove. So, I know there were some conversations going back and forth about that, back then, but I would not personally want to have poles above ground when we’ve required all of the others to be below ground. So, I was glad to see that even though that was discussed a bit back and forth during the Planning Commission meeting, I noticed that Condition #6 is basically stating to follow the City’s policy and the City Codes. Mayor Bailey stated I don’t think we’ve had, just from a weed’s standpoint, I think the other solar arrays have been well received and that we haven’t had any complaints from farmers or anything in those particular areas, correct? Associate Planner Jakes replied I’ll just note so we currently have four solar gardens; there’s one to the southeast of this project that we have received complaints related to weed growth. So, a letter was actually sent two weeks ago, after receiving that complaint, and they’re working through that process. So, we are aware of that one and working through that process; but the rest of them, we haven’t received any complaints. Mayor Bailey stated perfect. So, when somebody does reach out to us, like Jane did, we’re going to react to it. Associate Planner replied yes, that’s correct. Mayor Bailey asked if the applicant would like to speak at this point. Evan Carlson, Enterprise Energy, 2925 Dean Parkway, Minneapolis, Minnesota, stated I am the owner and founder of the company. We’re a Minnesota company, we’re not going anywhere. I’ve been developing in Minnesota for almost a decade, ventured out on my own more recently. The company’s about two years old, but these are still very early projects in the history of our company, the they’re very important to us. Our reputation is very important to us, we want to do a good job, and we’ve done things that the people like to see, the Neighborhood Meetings, and addressing certain concerns. Between the takeaway from the Neighborhood Meetings, one was the road; so, that was addressed by condition. The other big one was weeds, and we actually amended our VMP between the Public Hearing and now to better address those concerns. So, what’s unique about this is the big setback; we’ve got 300-foot setbacks to all property lines. In most areas, those are going to be farmed, so the landowner is in the agricultural business, and he intends to continue AG production on them. But there are certain spots that we added to that VMP to make sure that you don’t have weed issues, particularly, the area between the access road and the parcel line, because the access road is a setback from the line. So, we wanted to make sure that was addressed, we added that, and the area between the poles. So, you have all those interconnection poles if you have them above ground or any equipment. The point is if it’s not getting farmed, it’s going to be planted, so that better addresses it. As far as color of the fence, I’m open to whatever people, there was some preference for black, but it makes no difference to us. City Council Meeting June 5, 2024 Page 15 of 36 Mayor Bailey stated I do appreciate you coming here tonight and sharing. It sounds like after you did the Neighborhood Meeting, from what I’m hearing from our staff, you went back and addressed them. So, thank you for that, because that obviously helps those who are going to be living near there feel comfortable with you and your company. Mr. Carlson said yes, thank you, I think it was a very productive meeting, yes. Mayor Bailey asked if Council had any questions for the applicant, but none were asked. Mayor Bailey thanked Mr. Carlson. Council Member Khambata made a motion to Adopt Resolution 2024-087 approving the interim use permit for a five-megawatt Community Solar Garden to be constructed on approximately 35 acres of a 155-acre site adjacent to 100th Street, Lehigh Road, and approximately three-quarter miles east of Kimbro Avenue, as shown on the Development Plans dated April 19, 2024; second by Council Member Thiede. Motion carried: 5-0. 12. COUNCIL COMMENTS AND REQUESTS Council Member Khambata stated I would like to start by saying as we hear from constituents many times about why are taxes going up and how is that money being spent, I always like to reassure them that we strive to be one of the lowest-priced cities in the County. We’re the second largest City in the County, and the City portion of the taxes is significantly lower than our neighbors to the north. I think we offer great services for what we charge. Additionally, I want to give a huge shout out to staff for again getting awarded on our accounting practices and continuing to do a great job there. That also helps to maintain our AAA Bond Rating. For anyone listening or watching that wants an opportunity to meet up with maybe the Mayor or a Council Member, Thursdays we have our Food Trucks here from 11:00 a.m. to 1:00 p.m.; tomorrow, we actually have the Eggroll Queen, which is my wife’s favorite, from 11:00 to 2:00, so I’ll be here tomorrow at City Hall. I’ll hang out and if anyone wants to stop by and ask me any questions, I’ll be there. Lastly, on June 8, which is this upcoming Saturday, we’re going to have a Community Night at the St. Paul Saints stadium. We get there a little early, but I think the kickoff is at 6:07 p.m., so if anyone wants to come down and catch a baseball game, it’s a great opportunity to get your kids out, enjoy some snacks, and hang out with some of the City staff. Council Member Olsen stated I’m looking forward to that Saints game. We’ve had a lot of fun as our Discover Cottage Grove team and the Convention and Visitors Bureau the last few years that we’ve been there for Cottage Grove Community Night. I’m going to count on Dave to deliver the good weather. I know that our staff will be there with lots of goodie bags and handouts for people to let them know about all that Cottage Grove has to offer and invite them to come enjoy Strawberry Fest this year. I also wanted to take a moment here, mayor, to give thanks to all of the participants who helped out with this year’s Memorial Day event. We had a little bit of weather, so we had to move the event indoors here at City Hall, in the Training Room, and it was full. We were really lucky to have a great speaker in Herb Reckinger. This year’s them was a Salute to Vietnam Era Veterans, and Herb knows just so much about that era and has done tons of great work with the Vietnam Veterans Memorial Fund. So, having him as our speaker this year I think was really an asset. We had a lot of help from the Washington County Sheriff’s Department Honor Guard, we had a lot of help from the Cottage Grove Public Safety team, Cottage Grove Administration, Cottage Grove Parks & Recreation team putting it all together. I think the event came off as well as it could, being indoors. Our Beyond the Yellow Ribbon team for the Mississippi Valley sponsors that event each year, but we couldn’t do it without all that support. So, thank you. I also wanted to congratulate the recipients of the Craig Woolery Scholarships this year through the Public Safety Board. It just so happens that on the evening that we awarded those two scholarships to our high school friends, as the mayor mentioned, I was able to be there with our Cottage Grove Lions Club to hand out five $2,000 scholarships to Park High School students: Tori Stepka, who also was the recipient of the Park High Hall of Fame Scholarship, Macey Kaufenberg, Abby Gerhardt, Riley Simacek, and Amelia Reckinger, who just happens to be Herb Reckinger’s granddaughter. So, it was a really fun City Council Meeting June 5, 2024 Page 16 of 36 night there, we were really pleased that we were able to hand out those $2,000 scholarships. It was fun seeing all of the community partners that were there to support our graduating seniors this year. I also wanted to take one second just to say thank you to our Public Safety Director, Pete Koerner. Today we had the opportunity to go to the City of Burnsville Police Department to deliver a check on behalf of our Cottage Grove Lions Club and all of the other clubs in our district, District 5M-6. It was given to Captain Anselment of the Burnsville Police Department in support of all that they’re doing to take care of the families of the three first responders that we lost in Burnsville a short time ago. Captain Anselment is also the brother of Dan Anselment, our HERO Center Manager. Pete coordinated all of that, he made all the calls, he ensured that we had a nice representation from our Lions Club there, and it was a really special moment. So, I’m grateful that Pete put that together, and I’m also grateful that Pete drove. So, thanks very much for that. The last thing that I wanted to mention, mayor, is we lost another officer; last week, we lost Officer Jamal Mitchell of the Minneapolis Police Department. I know that I’ve talked about this at the Council dais many times, but I think it’s worth noting that he was killed in the act of actually trying to provide aid to somebody, whom he identified as potentially being the victim of a shooting. As soon as he arrived at the scene and he attempted to provide aid to this individual, that person pulled out a firearm and emptied it; unfortunately, Officer Mitchell did not survive. This is yet another example of the reasons why it’s so important that we, as a community, stand behind our Public Safety personnel, whether it’s police, fire, or EMS. These folks are the ones who come running when you hear that bump in the night and you’re not sure what to do about it, and they’re willing to put their lives on the line to save others every single minute of every single shift that they work throughout the year. Officer Mitchell is just an example of another one of our Public Safety personnel who died a hero. So, I anticipate that our Lions Club will be making a donation in his honor, as well, but I would encourage anybody watching this at home or listening to thank a police officer, firefighter, a medic and EMS person whenever you see them. Because what they do is they run towards the danger when most people’s instinct is to run away, and sometimes it has deadly consequences. With that, mayor, I’ll turn it back to you. Council Member Thiede stated well, we already talked about Strawberry Fest, so again, it’s only two weeks away. Make sure you mark your calendars to get out there because it’s going to be a great time. Council Member Garza stated I will just mention that we have a lot of upcoming events happening here in Cottage Grove. The Cottage Grove Chamber of Commerce is actually having the Swing for Scholarship Golf Tournament coming up, as well as the Bags Tournament. That’s on June 24, and that’s a lot of fun, I went last year. So, if you are into golf or even into bags, I’d say to check that one out; it’s at River Oaks Golf Course, and it’ll be a lot of fun. Mayor Bailey stated once again this year we are going to have Movies in the Park. The first movie is going to be Trolls on Friday, June 28, at 7:00 p.m. at Highlands Park, off of 70th Street. I noticed in the pamphlet you can obviously bring your blankets and your chairs to enjoy that with your family. There’s a big screen, and I’ve been there a couple times now for the last couple years. The event kind of kicks off at 7:00 p.m., but the movie actually starts at dusk. On July 19, at 7:00 p.m. is Migration; my grandkids have seen that and they said that was an amazing movie. Looking forward, on August 16, is Wonka; I got to see that in the movie theater and it’s an amazing movie, so I wanted to mention that. There is popcorn and events that happen in the park, kind of leading up to the movies. I also noticed on the flyer that was given to me that there will be some food trucks there; for the June 28 movie, it will be the 328 Grill and Mik Mart; they are the ones that you see drive around the City a lot of times and have a little space down in St. Paul Park. If you have questions or want to participate, there are some other opportunities out there, but please call 763-501-9278 for more information. Council Member Garza stated yes, it’s free popcorn, free lemonade, and free glow sticks. There are food trucks that will be there, and there’s also usually anywhere between 10-to-15 vendors that are out there before the movies that are doing fun family free stuff. There’s always a lot of fun that’s happening at the Splash Pad park. City Council Meeting June 5, 2024 Page 17 of 36 Mayor Bailey stated the next item I want to bring up is the Fourth of July fireworks. Mr. Willie Tennis is still in the audience here, and I am pleased to announce to the rest of the Council (and Director Malinowski already knows this because we chatted) that once again my goal was to raise $25K for the Fourth of July fireworks show, which will once again be at Kingston Park this year. All vendors that have previously put $5K towards that fireworks event are all back again this year. I want to once again thank Willie with Tennis Sanitation, Renewal by Andersen, 3M, NorthPoint, which is the major developer in the Business Park, and the one I just heard of, officially, this week was Hy-Vee. So, all of them are donating $5K to the community to make an amazing fireworks Fourth of July event. I want to thank all of them, and I know our staff will be working to get the information out to the press so we can identify them. Willie’s in the audience here, but if you know anybody who works for these companies or you see somebody that is a part of that company, please stop them and say thank you; they didn’t have to donate but they did. So, I wanted to throw that out there. The last thing I wanted to bring up is Council Member Olsen did a fantastic job this year with the Memorial Day event, he and the team there. The guest speaker, Herb, is somebody that I’ve spoken with a couple different times, he is the chair of our Committee on Historic Preservation. One thing I wanted to bring up, though, that Herb has also been very passionate about, and I’m going to put a plug out right now because I’d love to see this happen in Cottage Grove, is he is involved with what’s called The Wall That Heals. The Wall That Heals is a traveling three-quarter scale of the Vietnam Veterans Memorial in Washington, D.C. There is a tour schedule that they set up every year; of course, the rest of this year is already booked out, so they’re always a year in advance. If we wanted to host The Wall That Heals coming to Cottage Grove, we’d need a group of people that are passionate about it to get together and we can be in queue for the summer of 2025. We would have to get in line, if you will, to make sure that that’s the case for 2025, so we’d have to get our application in by September 2024. If anybody out in the audience that’s listening or watching is interested in making this become a reality in the City of Cottage Grove, you’re welcome to reach out to me. Herb said we can get a group together, he obviously would help spearhead it, as he is part of that group that has it travel around the country. If you have not been to Washington, D.C. and walked along the Vietnam Veterans Memorial wall, it is a very moving experience. I had the opportunity to see it last year. So, I encourage you if you want to see the replica of it, it is pretty significant, I’ve seen pictures; you can go online and just look up The Wall That Heals and you can see the information and what cities that is currently going to. I just wanted to throw that out there for anybody who’s interested at this point. Mayor Bailey stated we have a workshop, open to the public, and we will be discussing the Parks and Recreation Project, which will be held in the Training Room. We do not have any workshops, closed to the public, so we will not be adjourning this meeting here, in the Council Chambers, but we will be adjourning once we’re done in the Training Room. So, everybody have a great evening, and we’ll see you soon. 13. WORKSHOPS - OPEN TO PUBLIC - TRAINING ROOM A. Parks and Recreation Project Workshop Staff Recommendation: Receive information and provide directions for the: 1) Preserve.Play.Prosper Communication Plan. 2) Kingston Park Building Replacement. 3) Mississippi Dunes Park Master Plan Updates and Building Concept Plan. 1) Preserve.Play.Prosper Communication Plan Mayor Bailey called the Parks and Recreation Project Workshop to order and stated Parks and Recreation Director Zac Dockter will start us off. Director Dockter stated thank you, Mayor and Council, for your time to touch base on three exciting Parks and Recreation projects. I brought our keynote professionals on all three of these projects, both staff and consultants, to walk you through each project individually. So, we’ll start with the Local Option Sales Tax, then move to the Kingston Park building, and then we’ll move to the Mississippi Dunes Park Master Plan and Concept Building Plan. My primary job tonight is just to take notes and answer any City Council Meeting June 5, 2024 Page 18 of 36 questions that you might have from staff, as we have supporting staff from Parks and Recreation here as well. I want to make it clear that now is a great time to hear from you, whether that means we tweak something, we pivot, we take some breaks, we hit the pause button, or whatever it might be; that’s kind of where we’re at with all three of these projects we’re talking about tonight. Now is the time we want to hear from you if we’re heading in the wrong direction. With that, I will turn the Local Option Sales Tax program, the Preserve.Play.Prosper, over to Todd Rapp, of Rapp Strategies, and he is here also with Kristen Duerr from ICS. Todd stated thanks very much for having us. Just a reminder that Rapp Strategies works as a subcontractor for ICS, ICS is a firm whom you brought in to oversee the entire project. It’s nice that Kristen is here with me and is able to answer any questions about the project. I’ll talk specifically about the communications effort that we’re undertaking right now, in preparation for November. Real quickly, the objectives and some of the steps I’ll walk through here, don’t worry, I’ll try to keep it to 10 slides or under. I’ll talk a little bit about the next steps. I see with the handout, you have a comprehensive plan in front of you; that’s been put together by Jodi Boyne of my team, Eryn Sorensen, who works mostly with Kristen, and the remainder of the team. It’s comprehensive, however, it is flexible, it’s not in stone, we’re certainly able to change things and adapt as things happen during the course of this campaign. At the end, I know you’re going to be addressing valid questions we typically hear in the cities, so if you have any questions before that time, we’d be happy to answer them. Just a quick reminder in terms of the goals here: This is an election coming up where, frankly, everybody’s going to vote. This is a very little chance that there’s a large group of voters out there who would not turn out; especially when they hear that there’s three referendum questions on the ballot, then they’re going to show up. People are going to show up because there’s a lot of things that are very important, high priorities for them, national elections, state elections, and so on. So, this really doesn’t need to be as much of a calling out as during a special election. Instead what we need to do here is effectively inform people about that there is going to be a referendum on the ballot and use existing and maybe some enhanced communication tools in order to do that. Then we make sure that everybody is well informed about the need, the plan, and the cost, the tax impact. I think from the first time that we had talked together, one of the things I told you was that from the public information side, it’s critical that when you’re talking about the plan and the benefits, you’re also talking about the cost. That’s the only way you’re being fair and impartial in terms of your communication externally, and we’ll be doing that. This is accomplished by first of all, creating broad awareness in the referendum. If this was a special election, there may be a somewhat different strategy here; but now, as I said, nearly every registered voter will turn out. I think you’re hopeful that every registered voter will have their opinions heard on these three questions. You want to make sure residents have places to go to find the information they need to make an informed choice. The hub of that is the website, there are other places where people will be able to go, but mostly what we want people to do is one of two things: Either go to the micro site that’s connected to the City of Cottage Grove’s site or to ask City officials their questions. If they’re not turning to you asking questions, they’re going to be turning to other people in the community, who may or may not have the right answers; we know you will. Finally, we want City leaders to engage the community and hear input and address questions. I talked with you earlier about the idea of a 24-hour rule. Let’s get a response in the hands of people as quickly as possible, then they’ll keep coming back to you for questions. If we don’t do that, we’re not indicating that we’re listening. By the way, the questions that people ask are one of the best ways of us getting real-time research as to what’s concerning the community. So, you’ve seen this slide before. You are governed by Minnesota Statute 297A.99; when it comes to a Sales Tax referendum, the law is very clear about the limitations of what you can do. For example, if you have a community meeting, you need to offer the same amount of time for proponents and opponents if you decide to have that kind of format. We have tested these nine areas with attorneys in the past, and we’re happy to have obviously your City Attorney look at them also. As long as we’re talking about these areas and whenever we talk about the benefits, we’re also talking about the cost of the plan, the advice we’ve been given is that we are falling within the limits of the law. More importantly, these are the areas where people have the most questions. So, if you communicate these well, you’re doing your City Council Meeting June 5, 2024 Page 19 of 36 civic duty, your responsibility to your taxpayers, what you need to do is to provide any information when you’re proposing a tax increase. Now, our work here began back in January, all building to a mid-March launch of the communications campaign; that, obviously, has already happened. Now, we’re going to continue to communicate through the summer. It’s obviously a very good time to communicate with people about Parks and Recreation issues because they’re out there using your parks right now. But don’t be fooled; it’s going to be after Labor Day that people really start to pay attention to this. You might even find yourself to be a little bit surprised how you’ll get closer and closer to the first day of voting, September 20, and you’ll still have people who are saying, really? We have a referendum on sales tax. Believe it or not. So, what I try to say to City officials is that you’re going to feel just a little bit like a tour guide. Sometimes your bus is going to have a lot of people who have never been on the ride before; other times, you’ll have a group of people who have heard from you before, and they’re going to want a little bit more in-depth information, and a lot of times you’re going to have both in the course of a day. You’re just going to have to be ready for that. Up until election day, new people are still going to be introduced to the referendum. That’s why things intensify, we try to make sure by the time the first day of voting, 46 days before election day, that we are really informed, a fifth gear, when it comes to communicating. So, these are the completed steps already: It’s a very nice, full-looking slide when you put it as bullets or checkmarks like this, but the truth is there’s a lot more ahead of us right now. The main thing that we’ve been able to do is we put together the core messaging, kind of how we will provide the public information and the dedicated website. Everything else we’re doing right now somewhat feeds off out of that. If we ever start answering a different set of questions, making sure we’re addressing some issues that we’re hearing about the community, it begins with making sure the website has those easy answers, and then we incorporate it into different material. As I said earlier, you have the extended plan in front of you that we’re working off of right now. Analytics: We try to take a close look at why people are going to the website and how they’re getting there, again that’s a hub, that’s the library. So, we’ve had over 1,000 unique visitors already; there have been two spikes on the use of the website, and both of those spikes happened around particular communication that the City had provided to its residents. So, you will see that throughout the entire campaign where we’ll see certain days that will have more and more people going there because we reach people in an important way, and you’ll also find that the spikes will start to get higher over time as we get closer to the election. The average time per page, the number one page is on the cost and the tax impact; that shouldn’t surprise you at all. The second one, only eight seconds less on average, is what are the elements of the plan; that shouldn’t surprise you, either. The lowest amount of time spent right now is on voting information, that’s months away, that’s not what people are interested in right now. Do you want to know how people are getting there? Over half have gotten there by typing in the website name. So, they’ve seen something coming from the City and they put in the website name, typed it directly. About a quarter of the people have gotten it from a social media link. I should point out the direct connection will also be through a QR code, a video that would happen. Referral from a different website, which is almost always the City’s website, 13%, searching for it on a search engine, 3%. I love having search engine being single digits; it means that people are using our materials to make sure they get to the website. So, the next step we raise awareness; there’s still a lot more we have to do in that area, but certainly the people are becoming interested and trying to learn about the plan. Efforts this summer will focus, first of all, on community outreach to educate residents about the plans. What do we mean when we say community outreach, besides normal communications? Well, one of the things we mean is the fact that Council Members are going to see people, right? And it’s your opportunity to talk with them about the plans, explain the reasons why you put it on the ballot, the reasons why you think this is an appropriate way to finance this. But other ways that will be happening is the City staff meetings, maybe to some extent also to Council Members, is to go out and begin to meet with groups of people. Why do you do that? Well, when people gather in a group, even if it’s only six or eight people, maybe it’s a dozen, maybe it’s 40 people at a time, they’re gathering together for a particular reason, their bond for a reason. If you go in front of them, and you begin to talk with them about this, they will respond by talking to each other over time. The most trusted people in America right now are friends and neighbors, right? So, you want to get in the middle of those friends and neighbor’s groups and get them to begin to talk about this. There’s City Council Meeting June 5, 2024 Page 20 of 36 a strategy behind that also: The more people you’re out talking to this summer, the harder it's going to be if anyone wants to stand up and begin to oppose this plan, the harder it is for them to build out a network of people to support them because you’re already been out and you’ve already been talking with people, giving them that information. You’ll probably be getting those people to go, okay, well, I don't know for sure if I’m going to vote for this, or maybe they say, yeah, I am going to vote for it; but you’ve eliminated the intensity because you’ve been out there sharing information with people. The second important thing we’re going to do, though, in addition to the community outreach, is we’re going to try to get more and more of the City communication to be visual. Part of the reason for that is because we’re just consuming more and more, often visually, particularly young people, and young people are the ones who are most likely to drop off for an election such as this; drop off just means go vote for president, then don’t make it down the rest of the ballot. We want to eliminate drop off, we want to get as many people as possible voting on this thing. Using more visual communication is one way we can do that. So, right now, we’re exploring, first of all, using videos. Secondly, hopefully from the City, fairly colorful or at least well-designed materials that outline each of the three projects separately, and communicate those in a way that people cannot only read about them, but they can feel them because they’re experiencing them based on the visualizations that we’re using. Finally, the 24-hour rule has been talked about already. We need to hold to that because we want people to come back to us with questions. Councilmen, in terms of talking about the referendum, people will start to ask you; the first question they want to get answered is why? So, I think there’s a four-step way of thinking about this. Why? 1) We dedicated our time and especially our staff’s time to listen to residents’ hopes and concerns about Parks and Recreation investment. We listened to you. 2) We prioritized those needs, based on support for expanding services and amenities. In other words, we looked at what we needed to invest in, and we picked some high priorities. 3) Looking at the funding options, we believe a Sales Tax is the fairest way of funding these amenities that are being used by a regional audience. That makes sense: If people from Woodbury are going to use this, they should spend a little bit of sales tax money down here on it. It’s also, by the way, true if you do research on it, I think I talked with you about this before: The most popular way to raise money for local governments, if you ask the voters, is the sales tax; the least popular is a property tax. 4) Finally, the City is going to provide factual information as directed by law, but voters will make the final decision on the future of this plan. One of the things I try to do with all the communication, particularly when we’re asked from Council Members or Mayors to write a Letter to the Editor; will you write a letter for this, to explain what we’re doing here? We’d love to, but we’ll always end it by saying the voters are going to make the decision as to whether this is the right plan or not. You know why, but it’s also the only way that you can demonstrate that you’re providing information but not trying to go the one step further into the advocacy. We’re hopeful there’s going to be advocacy in the first year, but when you’re using City resources, that’s inappropriate. And then if you have questions, of course, go to Preserve.Play.Prosper. Todd stated with that, I’d be happy to answer any questions. If you have anything about the ballot questions you want to talk about, I’m here for that. If you have anything about the broader project questions, Kristen is here for that. Council Member Khambata asked how do those data analytics, how do those metrics stack up against what your expectations were? Todd replied this is an early website launch here. Communications kind of began for real in March, and a lot of places where we work, there’s not a launch until May or June; so, it’s a little bit under what you’d normally see in the first six-or-eight weeks, but it’s not substantially under. As I said, it’s going to be growing over time. I’ll get worried if it doesn’t maintain or start increasing a little bit over the summer and then if we’re not starting to see spikes after Labor Day, then we are doing something wrong. Council Member Olsen stated I just wanted to first, thank you for the nice synopsis there. I think everybody would agree that just like it’s always been, word of mouth is typically your best advertising, and you want to make sure that the word of mouth that people are hearing is accurate. What is the game plan between your team and the City team to ensure that we have a very obvious presence at all of the City Council Meeting June 5, 2024 Page 21 of 36 various events that go on in the City through the summer? Because we have a ton of them, and it feels to me like we need to have people at every one of those events making sure that there is information available to share; and that isn’t always easy to do because staff only has so much time and all the rest. So, clearly, you’re going to need to use us and anyone else that we can trust to actually be present on hand and share information. So, have you guys coalesced around a game plan on that at this point? Todd replied well, I should address this to Jennifer, maybe you want to jump in also. Our plan is that we can have materials available for every single event that happens in the community; including what increasingly works is those little QR codes if you’re trying to figure out what’s going on, it’ll give people a quick way to go to the website. As much as possible, we’d like to see Council Members, and a time there will be City staff be active at those events so you can be answering questions face to face; there’s a calming nature of that, obviously, as well as being very informative for people. I’ll be honest, I don't know what the schedule is yet for how people are going to be asked to do that, but there’s no question that the more you’re able to do that, the more you’re going to be able to build confidence of people. I would also say, though, to just be clear, is you must prioritize your time; Labor Day through the end of October is as or more important than the summer months. As a result of that, if suddenly some of the events start to slow down from the intensity of the summer, there’s less going on in the fall. So, we may be coming to you and asking do you mind spending some time at a home football game or some things that are going on at the schools, for instance, which is where people tend to gather then. Because there’s just not going to be as many chances to go to a big public event. Jennifer, what would you add to that? Administrator Levitt replied well, Mayor and Council, you know we have a plan right now for Strawberry Fest, and there will be a booth set up there. Obviously, the Food Truck Festival is another one with the Dowdle unveiling event. You know, you have a big event that happens in that timeframe that he said was critical for education, and that’s our Halloween Parade. So, I think we have some strategies already in place for the larger events to still get that message out. Council Member Olsen stated the reason I asked the question is one of your talking points was you want to make sure that you get accurate information out there to people early enough where they’re not going to be misinformed; because misinformation runs rampant in today’s day and age, whether it’s social media or anything else, and there will be people who have a mission to deliver misinformation. At least from my perspective, ideally you kind of want to get to them early, and then you want to get to them often. So, between Strawberry Fest and Fourth of July, we talked about the Food Truck Festival, we have some really big softball tournaments that come to town, and we have other events of that nature. It just feels like those are opportunities that we could potentially miss if we don’t put a schedule together. Now, I’m willing to be at as many events as I can. I think we all sort of do that anyway, but wherever people are gathered, that’s an opportunity to answer questions. Kristen stated Council Member, if I released to you a draft agenda of where to be and who would be the best bet between City staff if you do have extra events that you think would be important for people to be at, if you could share that with either Jennifer or us. Council Member Olsen stated I don’t know what you’re looking at now, but absolutely, I’m happy to do that because throughout the summer months there is going to be opportunity to connect with folks. We all do our best to be everywhere we can possibly be, we can’t be everywhere all at once, but I think if we put together a calendar and kind of assigned duties and that sort of thing, that might be helpful. Kristen stated I realize misinformation can be a little scary, but I think what I’ve learned throughout this process with the Rapp Strategies team is that we are information sharers; so, no matter what, we always have to show up and continue to share details about those plans and get that support behind us. Todd said I want to offer three very quick pieces of advice because your comments are very well taken. 1) Focus on the events that have Cottage Grove residents. If guests are coming in, it may not be the best investment of your time. 2) You will never stop the misinformation. What you can do is you’ve laid out a groundwork for where people get information that it doesn’t have any impact. 3) Remember this: Everybody in the pool is a taxpayer who deserves an answer. Nobody deserves an argument, and some people just want to have an argument and a very extended one. I don’t think that anybody could do that. Give an answer, thank them, and if they disagree with the referendum, that’s fine. I’ll tell you right now it’s not going to be unanimous; it’s certain that there will be people who will vote against it. City Council Meeting June 5, 2024 Page 22 of 36 Mayor Bailey stated I noticed as I was looking through some of this before that you’ve got meetings with community groups and things like that; I know that some of them are already aware, but like the athletic associations, hockey associations. Hockey might go well, what’s in it for them. Years ago, we did things for them, but it’s getting that information out to them. So, I’m assuming, Zac, are you going to be the one that’s going to kind of spearhead that? So, if one of us needs to go to one of their annual meetings or events or things like that, is that kind of what you’re thinking? Director Dockter replied yes. Mayor Bailey stated I don't know if you’re going into this or not, but I do think visuals, you mentioned visuals; you can tell what you’re going to do, go to a park, or what you’re going to do here or there, but if you don’t show a picture or a visual to them to see what they’re buying into, if you will, I think that’s the most crucial thing of it all. I can tell people we’re going to build an interpretive center down at the Mississippi Dunes Park, but if I don’t have a visual to show what that really means, everybody’s mind is from is it just a pavilion or what is it, you know what I mean? So, I think the more that we can do to show the visual of what these proposals are I think is going to be really beneficial to the public. Director Dockter stated if I may, in your Council report, with the referendum questions, because that’s time sensitive we need a resolution to approve those questions at the next Council Meeting. He asked are there any concerns with the referendum questions? Council Member Olsen asked did you have Attorney Kori Land look at them to make sure that they’re okay? Director Dockter replied our attorneys did not fight as much as we expected. Yes, we had a very nice meeting together, it made my job easier. Council Member Olsen stated well, because that’s always an issue, right? You want to make sure that what you’re asking is within the parameters of the law and it’s stated appropriately, etc. Director Dockter stated it’s very important, yes. Attorney Land stated and we get paid by the word, so that’s why, and yes, we’re good. Administrator Levitt stated Mayor and Council, there are some critical things: 1) Obviously, you know we have to ask three questions. So, we want to make sure you agree with the order of the questions. That’s one of the critical items. 2) We have Kori here if you had any concerns with the specific wording, and yes, our bond attorney did review the language as well. That’s where those attorneys have to work out their conflicts. Mayor Bailey stated I think the 1, 2, 3, in that order I think to me is the right order. Council Member Olsen stated I think so, too. You have Hamlet Park first, you have the Dunes second, and you have the improvements to River Oaks Event Center as third. I actually like the wording of the River Oaks question because I think the biggest challenge I will say, and I know we haven’t had a chance to really talk one on one with the River Oaks project, is just there’s this mindset that it’s just the golf course, if you will. And so, what you’re doing in the question is really saying it’s going to be more than golf course, and here are the things that we’re trying to do to open it up to more people to use within the community. So, the wording on the rest of them was just fine, Hamlet and Mississippi Dunes, but I was really happy to see that; I don’t think we referred to it as a golf course in that question. Director Dockter stated it says golf course and event center. Council Member Olsen stated we always said we wanted to be a year-round, very accessible facility, and that makes sense. Director Dockter stated, and you’ll see that in the graphics; the graphics show all those new things and the movement of the investments. Mayor Bailey stated to your point, I think showing people what; we’ve seen some earlier renderings of what that will look like, but once you get to something more visual, where somebody can see what are we talking about. I’ll call it a virtual reality type game, that’s not specific to golf, in the building or what the extra pickleball courts would look like down there. That’s the big thing right now, as we all know. I think the visuals, especially on that, are going to be crucial to the public. Mayor Bailey asked Council if they had any other questions on the three referendum questions, any other thoughts on those and the order; are you good with the order? City Council Meeting June 5, 2024 Page 23 of 36 Council Member Thiede stated we’ll see those at the next Council Meeting. Council Member Olsen stated the order is correct, as long as Kori approved the verbiage, then it’s all good. Mayor Bailey stated I like the verbiage, so you guys worked together well on that. Todd stated thank you very much for your time. 2) Kingston Park Building Replacement Director Dockter stated Andrew Cooper with Oertel Architects is here, you’ve met him before. He’s here to give us his update at 60% of design on the Kingston Park building project, so I’ll turn it over to Andrew. Andrew stated thank you, Zac, good to see you again, Mayor and Council. So, yes, we’ll give a quick update on where we’re at in the 60% design process on the project. I have a quick agenda here on some of the work that we’ve been doing: Sustainable Design; Site Design; Building Engineering; Architecture; Material Selections; and then a Cost Analysis. Sustainable Design: What we did and we kind of set this up with City staff to kind of prioritize some ideas, goals, needs, wants. We used the AI framework as kind of a vessel to facilitate that discussion. So, there are ten components within the AI framework; the five that kind of rose to the front as being really relevant for staff and through the design process were: 1) Economy, working to maintain a budget. 2) Work on flexible space building plan, so that it is adaptable and usable for a multitude of events. 3) Cost neutral performance enhancements, so anything that we do to the project, if we were spending money on the project, it had the ability to see a benefit long-term for the project, whether it’s material selections or whatnot. 4) Eco systems, really looking at native plantings where we are improving plantings, and building, mostly kind of celebrating the views of the park, using the building as a central focal point, and it is engaging the rest of the park. But also being bird safe, we have a lot of glass, so we’re being sensitive to the ecology and the natural environment with the facility. 5) Energy wise, we’ve been really working with our engineers to be efficient in terms of building selection, material selections, system selections, and the structure as well. We’re engaging Envelope Commissioning Agents and Building System Commissioning Agents now as part of the process to look at the exact details on how the venue is being put together. Resources: The key is to have durable materials when you’re spending money on a municipal structure, its got to last a long time, so we are looking at very durable materials, both inside and out, but also being mindful of that cost impact. We’re also discussing with Kraus-Anderson and the rest of our design team partners, our engineers, on how we can minimize construction waste during the process, too. So, we’re really looking at optimizing the building geometry and sizes so that we’re getting the most bang for our buck on the material selections. Wellbeing: We talked about the views from the building, but also connecting the inside and the outside to nature and being able to see into the building and see out of the building; make sure the interior space is actually comfortable for the people using it when it is being utilized. Site Improvements: There are not many because we’re basically replacing the existing hexagon that’s there, but the building is much bigger, so there is some impact. Traffic Deterrence: There is not a curb out there; so, we’re looking at how to create that separation between the vehicle environment and the pedestrian environment. So, placing something natural, like boulders, you see that around in your civic campus here, but then also where do we need to improve the site pavement. We’ve talked about improving the asphalt and that’s turning into concrete, etc., something that makes sense for how people would use the park and would stand up long term. Access: Finding how people can gain access, not just to the building, but to the picnic shelter and then the park as well. So, making this as accessible as possible for people coming not just from the parking lot, but also from the surrounding area. Visibility is also part of this site design. Stormwater Capture: The design of the building is a mono-pitch roof, it’s much bigger because we’re going to collect a lot of rain and it’s going to come shooting off that, to the sewer. We’re trying to figure that out right now with our Site Design partners, which is actually mostly Zac and his staff, to help figure out plant selections and how we want to deal with that stormwater design. Trash Enclosures: Everybody generates trash and recycling. We’re going to keep it so it will be out of sight, out of mind, but still accessible to the staff when they’re picking it up. Additional Site Improvements: We’re really looking at the landscaping and what are some of those site features. Picnic tables and City Council Meeting June 5, 2024 Page 24 of 36 benches, we talked about that in the Concept Design. We talked about with staff eight-foot long tables, six-foot long tables, how many can we get there, and trying to integrate that within the building structure because things have moved around a little bit since the last time we met; to make sure that we’re still getting as many people as we can underneath that canopy space. Placing benches and also trash/recycling receptacles around so they’re easy and convenient to people using the park. When those things are convenient, you don’t find garbage in the playground if it’s actually accessible. We talked about the native plantings. Then that indoor-outdoor placemaking as part of a Site Design discussion where we have interior space, but we have that interior-exterior space when we have the exterior space surrounding; so, how do our design decisions really impact some of those characteristics. Building Engineering: Is a little less exciting, but that is critical to determining the scope of the full end project and ultimately the cost. For a structural system, we are looking at a full timber structure, so that’s wood columns, laminated beams, and a cross-laminated wood deck. That warm material, that natural material, is very tactile, very welcoming, it’s something that people can generally find very comfortable when they are in one of those interior large gathering spaces. Standard heating and cooling systems, as efficient as possible, but we are very standardized in a traditional furnace and condensing unit type of heat and cooling. We do have energy recovery that’s reducing our energy demand, that’s code based, but we may need a little bit more enhanced just because of the type of usage of the building; we want to try to recover some of that, both cooling and heating, as it is a year-round facility. Lighting and Power Design: We’re starting to look at interior light quality, but also engaging with IT staff to talk about security and AV features at the park setting and integrating that into our engineering. We’re coordinating with solar providers, we’ve had some really good discussions with some people that can bid it, but also do an after market, so we’re planning on how those pathways are made in the building. Whether it happens at the onset of a construction project or a year down the road, it’s simply plug and play; there’s no building infrastructure that needs to be augmented, it’s all planned at the concept. We are also discussing with Xcel some of the Small Building Energy Rebate Programs, and those discussions are starting and ongoing. Architecture: We’re just kind of in “the devil is in the details phase” right now. We’re looking at how we’re insulating some of these things, how we’re making it an airtight building, and that is making this as efficient as possible. When you have a facility that is not used day in, day out, when it is used, you have to make sure that it’s as comfortable as possible, and you’re not just dumping a bunch of money into it with the heating and cooling. So, we’re really looking at how we’re insulating it, what are the thermal bridge requirements that we’re creating with some of our design decisions and how we can mitigate those. We’re engaging the Envelope Commissioning Agent to talk about airtightness; that’s also a new energy code basis, but there are a lot of little things, so anytime you put an opening into the building, there’s a lot of detailing that goes into that. So, we’re bringing them on now and engaging them in the 60% to 90% design activities to further make sure that building is performing like it should. The overhanging canopies, the large canopy on the south and the overhangs on the other three sides of the building are complicated, structurally. So, we’re really working with our structural engineer to understand the importance of dimensioning and optimizing those structural things that are really kind of dictating some of the design decisions. Looking at the window systems, like I said, there are lots of openings within the facility, how those are detailed and what those systems are, are really kind of driving some of the design decisions. Material Selections: Some of those design decisions are material selections, both inside and out. I talked about the interior wood structure. The rest of the interior is basically drywall and polished-concrete floors; there’s really not a whole lot of other interior finishes. On the exterior, I talked about your products; so, we’re looking at a stone and a heavy-duty composite wood siding. We are using a stone product, it is a cultured stone, it’s not natural stone; natural stone is about three-to-five times heavier, which meant we needed more structure, so we made an economic decision there. It is not simply an adhere stone, it is thin set into a mortar bed product, so it’s super durable, it’s there for the long haul. The upper half is Diamond Kote, it’s a brand name of a pre-finish for LP siding. So, I love LP siding for the stone; it is a prefinished product, so you’re going to get a color fastness that has a 30-year warranty. We have some sheet metal accents, and we’re kind of in the gray tones here, gray and black tones because we are looking at an exterior finish that also has wood. Wood changes over time, it ages; in some elevations it’s going to age gracefully and in others we might need to treat it to make it age the way we want it to. This is a little vignette that just demonstrates that we understand that wood at the onset, if we plan it to have that natural yellow, warm tone, over time it will start to gray out. So, in five years, City Council Meeting June 5, 2024 Page 25 of 36 depending on the elevation, how the sun hits it, and the way the shading of the building structure protects the wood material, you’ll see the top half start to kind of fade a little bit, and the lower half will fade a little bit more. This is a natural process, you can stop that process with some very rigorous maintenance activities and some very powerful material selections for coatings, or you can just slow it down and then embrace it. So, one of the reasons why we’ve chosen in some of the material pallet colors for the exterior is that we do understand that wood is going to change a little bit. We can slow it down, but even if you slow it down a little bit at the onset, maintenance has to be kept up. So, the rest of the building has very low-maintenance materials, so maybe that’s the one bit of exterior maintenance that is something you can do; we understand that, we just want to bring it up to your attention that we do know there’s natural wood and it does age and change color. Cost Analysis: Cost is always my favorite part of these presentations. In 2023, at the previous Concept Design, the building construction only was roughly just over $3M. Our current design development estimate, at 60%, is just over $4M. Some of the increases that occurred are the site work; specifically, utility connections. We didn’t understand a lot of that at the Concept Design, we didn’t have a great understanding of where all the utilities were; we knew that maybe gas and electric were going to have to be run to the facility, but we didn’t know that it would have to come from a street several hundred feet away. We didn’t fully know how water and sewer was going to be connected; we have much more clarity on those things, but that had a pretty significant cost impact. The structural system clarity, it’s not just the wood, it’s also the exterior envelope and how we’re dealing with sheer and foundation designs, it’s gotten a little more robust and a little more expensive. Mechanical and electrical clarity went up as well; the duct runs and pipe runs for water sourcing got a little more involved than we initially anticipated. The architectural envelope increased, some of that is based almost solely; when we did this estimate, we knew the Energy Code was coming, but we didn’t know if it was going to be fully enforced at the onset or if there was going to be a little bit of a delay. Some of these envelope increases are for our normal robust thermal and air barrier detailing, which are mandated now by Energy Codes. I don’t know if you follow my math, but Zac caught a math error for me; I was $1,000 off. Andrew stated so where we’re at currently is design and building construction costs, just over $4M. There are additional escalators and contingencies that Kraus-Anderson has put into the project budget, but there’s design escalation, too, in a 2025 or 2026 construction timeline: Construction management fees and costs to just do the work, general conditions and whatnot; soft costs for professional services, which includes our architectural and engineering design fees, but also inspections, and then additional purchases, such as AV equipment, security equipment. That is not part of that construction because it’s owner provided, we’re just simply providing pathways for it. That leads to a total project budget of $5.8M. Some things that we kick around are ideas to reduce the construction costs, that $4M: •Reduce some square footage of the building; taking out a couple two-foot swaths there doesn’t change the total occupancy of the building, but it does maybe reduce some of the toilet fixtures that are in the facility. Right now, there are six fixtures in each restroom. Those aren’t mandated by Code for the size of the facility, those were convenience to park users that determined the number of fixtures; so, that would be part of that space reduction. •Moving to steel columns vs. wood columns, $50K, which is a good chunk of money, but it’s not as much as I had thought; when I asked Kraus-Anderson, they gave me a price line on that. •I did some other scope fractions and adjustments, about $50K as well, that could be eliminated: Some ceiling finishes; taking signage out; reducing landscaping; reducing some of the other site work, deterrence and whatnot. Andrew stated this is the last slide of my presentation, so I’m happy to answer any questions about anything: Council Member Thiede stated we know that Kingston Park is probably one of our main parks for events, festivals, etc. To what level have we taken this and said well, how is this going to either enhance or hinder any of those activities that occur there? Andrew replied we ran this through the Parks Commission and community groups that we invited, that are involved with Strawberry Fest, and you were part of that, too, there’s also the Fourth of July that uses it; but it’s meant to enhance all of the events. The restrooms were critical, those site improvements, and in particular, the electrical additions on the outside of the facility, and then just having that big open space City Council Meeting June 5, 2024 Page 26 of 36 for gatherings and things like the serving kitchen. So, those were all meant to be event oriented; the primary focus is for events. Council Member Khambata asked how does this adjustment to the estimated costs impact us in terms of the referendum question; I thought that was a fixed amount. Mayor Bailey and Council Member Olsen stated this isn’t part of the referendum. Director Dockter stated right now, this is actually an unfunded project. Council Member Khambata stated I’m sorry, for some reason I was thinking that this was still somehow tied to getting funded. Director Dockter stated it’s still unfunded and unscheduled, and that’s partly why we have the escalation built in there for potentially 2026, just to pick a date; that’s why we estimate a lot of escalation in there. Mayor Bailey asked Director Dockter what did we spend on Glacial Valley, do you remember? Director Dockter replied Glacial Valley ended up being about $5.5M. Mayor Bailey stated so, that’s pretty close to what this is. Council Member Thiede stated yes, but the other one started out at $3M, Glacial Valley, or something like that, so this is going to end up at $10M? Director Dockter stated I think every time you wait a year, it’s hard to know, right? And that’s why we, again, that’s why we threw escalation in there to try to cover our bases. Mayor Bailey stated I was trying to remember, we had the wood discussion with Glacial Valley, too; do you remember what we decided? Director Dockter replied that we did not do. Mayor Bailey asked because of the fading, right? Director Dockter replied yes. Mayor Bailey asked so, what material did we use, though? Director Dockter replied we went with more of an LP siding. Andrew stated so, for siding, siding takes UV not very well, no matter what you coat it with; the heavy timber will take it much better. We do have siding on the project, so that will need to be treated in order to delay that patina, but that’s really more of an accent material instead of the whole thing; that’s why we went with the Diamond Kote, the pre-finish LP, everywhere else. Really what you see as natural wood on there is kind of an accent around the windows, just to kind of create that visual interest and that’s where it is limited, with the humidity, too. So, it's not the whole building; that way, you don’t have a south elevation changing color while the north elevation is still pristine. Director Dockter stated and that was, if you remember, Glacial Valley was a whole wall and we actually had visuals of how it was going to change over time. And I think the underside, without the UV, that underside will actually retain its color. Andrew stated unless the sun starts shining up, somehow, yes, the wood of the soffit will maintain its color. So, really we’re going to see those beams and those front windows is where it will start to fade. Mayor Bailey asked the wood around the front windows, you’re talking about, and then the beams? Andrew replied and then the beams, yes. Mayor Bailey asked did we do the normal beams at Glacial or didn’t we wrap them? Director Dockter replied we didn’t have any outside beams at Glacial; if I recall correctly, part of the budget discussion with Kraus-Anderson, they did wrap the steel beams. So, the wrapping if you go from a 10 x 10 to 12 x 12 heavy timber column to 1 x 6. Mayor Bailey stated right, and I think our reason for doing that was the same reason, first off; that’s why I was trying to remember that, I thought we did it because we didn’t want it to fade. I guess the only thing I’ll mention and then I’ll throw it to my peers here, Council Members. It would be nice to know, though, Zac, or any of the group here: Let’s say five-or-ten years down the road, we have to go in and do the maintenance. What’s that maintenance cost? Council Member Khambata stated I was just going to ask that, what’s the operation and maintenance costs with either one? Mayor Bailey stated I get we’re going to have clean the bathrooms, that’s all kind of normal maintenance. My decision about what materials we want to use; I mean, if you come back and say, at some point we do this, and it’s going to cost $10K to redo the finishing on all that, I’m not so sure. Or City Council Meeting June 5, 2024 Page 27 of 36 we’re going to require, Public Works will have to do it on their own, which is obviously a whole other; I know they have a lot on their plates the way it is. Andrew stated with this structure, Mayor, this feature is really kind of; there’s some other natural wood underneath the canopy, but this is really well sun angled in these renderings; like, there’s not going to be a whole lot of direct sun, it’s kind of hidden in some elevation, where that canopy is 24 feet out from the base of the building. That’s not an eave, that’s a whole other structure in front of it, creating so much shade. So, this area, is really going to kind of receive the brunt of that UV impact from that west sun, on the southern edge. That amount of material is not very much material, so $10K, and I know you just threw that number out, but that would take care of your five-year maintenance plan, done every 10-to-15 years, probably. Council Member Khambata asked isn’t the grain, isn’t it partially due to oxidation; so, that would affect all parts, whether or not it’s getting direct sunlight? Andrew replied UV is going to be one of the biggest factors on wood patinating that fast, but also the species that you select, natural oils; it’s not necessarily oxidation as much as the oils escaping from it and the wood drying out that allows it to dry faster. There is an oxidation process that happens with certain species, with cedar it’s mostly with it drying out, and then just having the UV impact of that. Council Member Olsen asked would you please go back to your slide where you had the initial estimate and then the upgraded estimate. I see the Concept Design cost estimate and then I see Design Development cost estimate. So, those are two different numbers based on different factors, right? Andrew replied correct. Council Member Olsen stated so one of your factors here is Structural System Clarity, which is, in essence, 10% of that new estimate; what does that mean? Andrew stated so, when we thought we had just simple columns and beams, we ended up with columns and beams and hangers; so, a whole other structural level to be able to support the geometry of the canopy. The canopy, once we brought the structural engineer in, some of the design to be able to span that out without any walls to help support it added considerable amount to structural cost. It’s not just the wood, it’s also the way the wood is put together, the beam and the hangers. Kraus-Anderson has a good handle on what that actually costs because of their recent work, not just with you folks, but also with Washington County on a very similar project; so, they had it down to the cent and the dollars for that. Council Member Thiede stated so, it really means we’re getting too fancy if it’s so much cost? Andrew replied we’d be happy to do the cost-reduction option if we were able to skew columns, both inside and out, as a way to reduce that fancy factor. Council Member Olsen stated it’s an insignificant reduction, though, right? Andrew replied I thought it was going to be way more, to be honest. Council Member Olsen stated so, on your next slide, where you talked about some of the ways to mitigate costs, you talk about the potential of reducing the footprint. I think you mentioned that the challenge there could be as far as restroom capacity, that may need to be adjusted; is that an absolute, or could you still do what you’re saying? Andrew replied we could still take 410 square-feet out of the gathering space; that’s just going to reduce the total occupant capacity. So, we’re trying to still meet how many people can we hold in that to still make it a viable gathering space for the events that are going to be there, and the activities that they’re going to house during softball or soccer tournaments, that would make it less comfortable for 50 people. It might only kind of be a 40-person space, so it’s that 10-person bounce. Director Dockter stated if I may, just remember that those are just the construction costs that are reduced. Any time you reduce the construction costs, all those other costs up top reduce by a percentage as well. So, the savings is larger because all of those other three soft costs are all based as a percentage of the construction costs. Council Member Olsen stated it’s all based on square footage; so, if you reduce square footage, you reduce everything. Director Dockter stated so it’s more savings than just those costs. City Council Meeting June 5, 2024 Page 28 of 36 Andrew stated so if you were to take all $375K of this, that would come off the $4M, and then these would reduce as well, because they’re based on percentages of the construction number. Council Member Olsen stated for my own edification, I think it would be helpful to see what that might look like if we make some of those adjustments, in addition to the different holes, etc. If we can still accommodate X number of restroom capacity, that kind of thing, without really taking a ton away from the overall capacity and usage of the building, and identify then what those cost changes might look like, from a visual perspective, and I’m kind of a visual guy, I have to see a picture of it, that would be helpful for me. I have a hard time envisioning things unless I can see the model, that’s just me, though. Andrew stated I completely understand; 410 square-feet in a plan diagram, unless you’re looking at it with all the dimensions on there, it’s not going to look exactly like that. Council Member Khambata stated on Council Member Thiede’s comment of are we getting too fancy, I’m sure you’re asked this question, but is there a way to amend the way that roof kind of cantilevers over the building by adding additional pylons or something to make it so that the roof structure; I guess I don’t understand, I don’t understand where the additional structure is, I’m not mentioning it, I don’t want to start being one today. But I’m sure when you have that discussion, like there is no alternative that’s going to save money, more than what was presented. Is that accurate? Andrew replied right, we’ve balanced that with the structural engineer and talking about what if we did add columns, and the price of adding a column to fit under the structure, but that actually added more, because you still have the roof structure. Council Member Olsen stated there’s no offset. Andrew stated, there’s not a lot of offset, no. Council Member Olsen stated okay, fair enough. Council Member Khambata stated so, yeah, I was just kind of wanting to make sure that we’ve made sure we’ve covered that. Council Member Garza stated so, there’s material on it, so I know we love the wood, but would there be any fading on a different type of material for these? Andrew replied for the soffit? Yes, there is; wood is still going to be the cheapest version that would go on the soffit. You can do a wood-look metal or just straight up painted metal because it’s such high overhead work, it’s really kind of a labor question at that point. We can save maybe a dollar or two on the material, but it’s still the same; it’s still Zac and I out there with our hands over our heads, trying to put that material in, so there’s not a lot of construction dollars tied in, it’s more a labor event. Council Member Thiede asked have we given any consideration on what we’re going to potentially, if we’re trying to offset costs of this, what we’d have to charge people to use it? Director Dockter replied well, I don’t think we have enough rentals to pay for it if that’s what you’re getting at. I mean, we won’t cover our bond payments. Council Member Thiede stated we’re having a hard time keeping the budget in check right now, right? Is there anything in our FMP? Director Dockter said if I may, just a reminder, we’re designing the building; it doesn’t mean we’re building the building. So, it’s very important, though, before we get to that 60% we make some decisions, but there’s always the option of doing the design and putting it on file; it doesn’t mean you have to build it. Andrew stated part of our current timeline is to get to the 90% design by August, so that Kraus- Anderson puts another set of eyes on the design set. It’s not a guaranteed maximum price because you don’t have a project timeline tied to it, but it’s as close as you’re going to get to something like that until you put a timeline on it; so, it’s more of an in the can design, it’s an in the can cost estimate, and then when you pull it back out of the can to build it in a couple years, you just added that 8% or 9% escalation to the cost. Council Member Thiede asked so how many changes to the construction and things like that would there be in five years? If in five years we’re able to save for this, how much is it going to cost to redesign and follow up on a design, not having spent how much on this design? Andrew replied I wish I could quote that, but those are unknowns. Who would have known that four years ago we had to deal with an international pandemic, shortening materials and supply lines? City Council Meeting June 5, 2024 Page 29 of 36 Council Member Olsen asked Director Dockter is it reasonable to ask for that update with some of those cost-mitigating factors and to have that costed out after that update is done for our August meeting, potentially? What do you think? Director Dockter replied we could bring it back to the budget meetings. Council Member Olsen asked does that make sense to at least try to sharpen the pencil a little bit and see? Because I know we’ve built a building or two in the City, but we always get sort of that final at that 90% mark where everybody’s got a pretty good grasp of this is what we think we’re going to do, and this is what we think it’s going to cost to do it. I mean, you offered some reasonable suggestions here, I think. Again, just for me, from a visual perspective, to see what those suggestions look like after they’ve been applied would be helpful. But if you don’t think that’s a reasonable thing, I’d like to hear you say that. Andrew replied I think it’s reasonable to get what those cost reductions are on a construction number, and kind of give you a full picture of what that means for the total contingencies and everything that affects that $5.8M; it will probably pull it down into like, I don't know, $5.4. My only apprehension is like some of those are major, like the square-footage reduction is a major design change that I would like to get in advance of the 90% set milestone in August, if that’s something that we’d do. Council Member Olsen stated yes, that’s why I asked the question. I wasn’t sure how you wanted to approach revisiting maybe an update. You mentioned during budget, that’d be fine, that’s in July. Director Dockter stated, and I think we’ll just have to talk to Andrew about it, if there’s going to be a change in their schedule. Andrew stated just so we don’t have to bid it by a certain time. Council Member Olsen stated no, and I think we all know Kraus-Anderson, they’re professionals, this is what they do, and they’re good at it. So, I don’t have any argument with their; I don’t think if we had Joe over here and Jim over here, they’d give us two different numbers, I think it’s going to be pretty much the same, but personally, I’d like to see what the numbers look like after some of these adjustments are made. Mayor Bailey asked Zac, what if you took off the canopy? What would the difference be? And the reason I’m asking is the village is beautiful, by the way, it’s a nice building. So, my question is, and I don't know if you guys can figure this out, if you were to take off the canopy overhang portion, and we build a pavilion between the building and the park vs. having the extension. Because what I’m hearing, what you’re saying, you can tell me if I’m wrong, is that because we upped the way the structure is, there’s a lot of cost going in because you must bring those pillars out and it’s got to be a certain type of pillar to hold the roof, right? And I’m just saying if the building is the building, which we like, and you build a pavilion, what’s the cost difference there? I mean, if you’re telling me that I’m going to get some significant cost savings by taking off the overhang, but I could still spend X amount of money, significantly less, to build a pavilion for people to picnic next to this building, that’s a cost savings. And I live near that park, and it’s used, as you know, from a Strawberry Fest standpoint and all these other things. The overhang for me wasn’t the oh, my, I must have the overhang. The bathrooms, the physical structure of the building itself, the windows, etc. looks nice. If you did something different that’s cheaper, I’d be okay with that. Andrew replied we didn’t break that price out in the estimate, so of the $4M, it’s conservatively, on the low end, I would call it $650K. There were some higher numbers there, but I think you would realize the full number, by just chopping it off because there is stuff that’s already happening in the building that’s kind of incorporated into that, that would still happen at the building, whether the canopy is attached or not. So, it’s probably a $600K premium for the canopy. Director Dockter stated the cost for the shelter is $100K, so you’re probably about a $500K savings. Council Member Thiede stated I like that idea now. What I would do is I think at a lower cost, you could put the pavilion in, and maybe have a section of it that’s part of a bigger design that has bathrooms or something that you could do initially, with a plan that would phase that in. As the community grows and more money becomes available, then you can look at possibly adding the actual building to that. Because I think of a pavilion, I mean, one of the things that people gather and everything else at the park; and having a pavilion for things that happen underneath and so forth, would be used quite a bit, probably more than a building. The building will be used on weekends, primarily. Where we have our buildings, I’d like to see the utilization of our park buildings and what it is. Council Member Olsen replied well, when they do the childcare programs, etc., they’re used every day. City Council Meeting June 5, 2024 Page 30 of 36 Council Member Thiede stated well, that’s what I’d like to see. I guess maybe I don’t see all that. Mayor Bailey stated I still want the building, and the reason I was saying you’d want the building is because eventually, and I’m looking at Molly, who’s here, we don’t have any programs in this area. Molly replied at Kingston Park, currently we do not, no. I think the big part of adding a new building is to have that indoor space for our rentals to use; currently, that’s an issue when people come in and there’s not a space for them for their headquarters and a building would be bigger. Our Family tournaments are coming, and there’s not a space to store things, to save things, to have a First Aid space, to store their supplies. I know we talk a lot about power, and that’s their biggest request for Kingston, as there are horrible outlets on the outside of it. We’re constantly having power problems there. So, the building is more than just a space, it addresses a lot of other things, like being able to have rentals, bigger rentals at Kingston are requesting everything. I would say you take a week of old numbers, but off the top of my head, I would say rentals at Kingston are growing five times more than they were last year, and we’re talking groups of 200+ people are happening every weekend at Kingston this summer; they are set up. Council Member Thiede stated I see how we might be able to estimate that and how that might have fed this, paying this, if we will be able to get bonding here or something like that. Administrator Levitt stated we can look at a revenue projection. Council Member Olsen stated, and we do have bonding capacity; I mean, that’s something that we know to be true. But I think it’s a question of, again, trying to just be as efficient as possible; maybe you look at the updated information, and maybe we’ll like the first one better, but at least then you can compare. Mayor Bailey stated like I said, I think it’s important to have an actual building there with real bathrooms, like sizeable enough for more than just one person or two to go in there. I agree that it needs the power and all the pieces that go along with it. I’m looking at it where I do like the design of the building, don’t get me wrong; if you’re telling me we can save $500K by building a pavilion next to it, with the building still being there. Frankly, it could be two rental places; you rent the building, you rent the pavilion, and not that that’s going to generate that kind of money, you know that, but that’s what I personally would like to see. Frankly, Zac, I don't know if you’re looking at it in this case, but as we look to the future for other parks, something down the road, the bigger parks and such like that, in my opinion, it would be kind of nice if you had a template. So, we have consistency for what they need for programming, electrical, etc., and if we can create something like that, that’s good; so, ten years from now, I’m just making this up, if we’re going to redo Woodridge Park or we’re going to redo Hamlet Park, does this building then become the template that we use so we don’t have to go through all the design phase again, other than where it’s going to sit and the infrastructure. Director Dockter stated we do kind of have that, I mean, Woodridge and Highlands are similar, and this one was kind of going to be similar; we’re going to use this one as a template for Hamlet, so, we’re doing a lot, we’re trying to do a lot of that. 3) Mississippi Dunes Park Master Plan Updates and Building Concept Plan Director Dockter stated Adam and Brett, the architecture team with ISG, are here for this presentation. Brett Harris stated I’m a Landscape Architect with ISG, and Adam Voth stated I’m an Architect with ISG, thank you for having us. Brett stated, yes, we want to thank you for your time. Brett stated we’re excited to unveil our Master Plan for the Mississippi Dunes Park. It’s one of those rare opportunities where you get to have a cool space, and so we’re excited to introduce it. Just as a matter of background, we’re still making some updates, but as you know, this is a former golf course, it was mass graded for that golf course. There’s a lot of interesting topography, we have about 40 feet from where the building is currently sited, down to the river; so, there’s certainly a lot of topographical challenges there, as well as just the new contacts with the neighborhood behind the park and how that’s going to feel. And then also balancing active and passive uses; we have Grey Cloud SNA really close by for maybe those more passive uses of walking or sitting and enjoying nature. We’re trying to build a program around the building to attract users, younger users, kids, youth, and also young families. A couple of ideas that we’ve been kicking around is increasing a naturally-inspired City Council Meeting June 5, 2024 Page 31 of 36 playground, along with placement of the elements that you’d typically see at a normal playground. Also using some of the topography, and leveraging that for some interesting embankment play, some big slides, places for kids to clamber around. And all of that is to say that there’s also an element of sustainability with this design. There are three distinct biomes that we have on the site: We have native plantings that have started to take over from where the golf course was left fallow; mature canopy trees, that more woodland condition; and then also some big oaks that we would also like to preserve and maybe even repopulate as a buffer between that neighborhood and what will be the park. There is a lot happening here, and I know that it is getting late, and so I’ll try to be brief and try to give everyone a quick overview of everything that we’ve got kind of programmed through here. Entering, exiting and egress of the site is all going to be on this access road here, up in that northwest corner. Just briefly on the layout, again, I mentioned that there’s a lot of challenging topography here; so, one of those challenging accesses is getting from this point all the way down to the river access point, as there’s about 40 feet of grade change. To sort of make that work, we have to really elongate the road, but one of the things that we were thinking of doing was how the sinuous nature of that road layout is to really reduce speeds. We don’t want people just taking a straight shot, driving down really, fast. We want them to kind of curve around and really kind of must slow down with their boat and trailer because there is going to be that conflict of pedestrians, joggers, users of the trails, users of the playground, as well as boaters. The building is sited right here, very near to where the full clubhouse used to be. Trying to leverage what is existing, not really expanding any utility runs if we don’t have to, using the kind of flat space that’s already up there with the topography. So, it just sort of makes sense to keep the building close, not necessarily exactly right on the same footprint, but certainly close enough to make easy utility connections and then all that flat space that’s already graded out. We have a parking lot here, on the north side, everything is sort of oriented towards the river to keep and preserve the river views. We really want people to kind of enter the park space, leave their car behind, and then sort of immerse themselves in nature and really kind of focus on that natural beauty of the site itself. Another set in here is what we’re proposing is a great lawn, just a flexible space for people to toss a little ball around, perhaps there’s some popup farmer’s markets, or even in the wintertime it can be programmed as a Christmas market. But something that’s just flexible; the turf is nice and short, you can kind of beat it up a little bit to have those market-type events. With that, we also have this little turnaround here, instead of having like a full-blown kitchen within the building, but that could be an area for food truck parking, as well as just drop off for users of the park. A quick eye to sustainability: There’s already an existing storm basin here to collect all the rainwater from the parking lot; then we would also propose another one down here, to capture all this, there’s kind of a great divide here, so all of this would then run down and capture into that storm basin at the river. A couple of other elements, just programatically, you see here we have two distinct playground areas: This one being a 5-to-12 playground, there’s some embankment slides here. This one would have that platform, but also would have sort of natural elements, we call them logjams; it’s basically big tree trunks that are sort of tied together, but really trying to lean into the natural beauty of the site but using that as like the inspiration for the material pallet as well. Another piece to this is this is a sort of natural drainage way, it’s kind of a natural swale that was developed as part of the golf course. So, what we’re thinking is using it as an activated river channel, as a thread for kids to play in, clamber around, get a little splashy wet, a little water element feels without necessarily the risks of really getting down to the river and the heavy flows of the Mississippi. We’re trying to get kids really engaged with water in a different way. There’s a couple of what I’ll call a prow in the grade, it’s just this nice open space where you really get views up and down the river, so we have a little overlook there. Where the former 18th green was, I believe, there’s this nice embankment of topography that really lends itself nicely to what we’re calling river loungers, where people can just kind of sit and relax and enjoy the natural beauty of everything. So, now as we get to the little bit finer details, this is the site. With the biome we talked about a little bit earlier, there’s already a nice, mature canopy. One of the thoughts that we had was to leverage that mature canopy by placing the boat launch over on this western side so that all those mature trees that we can preserve and save sort of screens off any view of the parking lot. We want to make sure that river City Council Meeting June 5, 2024 Page 32 of 36 views are focused to the river; so, we’re just kind of using what we have there with the existing woodland, and that’s where we kind of have located that parking lot. The basic palette is sort of the native plantings, native prairie, keeping it sustainable, not really having a super heavy mowing regime, where you have to get mowers up there all the time. We’re really letting the natural beauty kind of come up and provide that setting for everybody. Lastly is just thinking about if we’re going to have a ton of back yards and people staring out their back windows out onto the park space, we kind of want to get a separation, but we don’t necessarily want to totally obscure it; so, the thought is that we plant a lot of oak trees, to reclaim the oak savanna. So, over time, as those grow up, they start to kind of obfuscate the windows and everything that’s up on the second and third stories of the new housing development but keeping that ground plain sort of free and clear. So, it’s not a total screen, but certainly some of that obfuscates the views a little bit and we’re going to try to see to the neighborhood development, as well as users of the park. Then I’ll just quickly highlight some of the sustainability ideas that we have going through here: Really using green infrastructure in our parking lot design, sending all the water through there, so any of the contaminants or pollutants that come off any vehicles or streets all sort of get cleaned and washed into some green infrastructure, which is then dumped into the basins. Also, on the building, covering it with a green roof, which helps with insulation and heating factors, as well as a solar array on top of the building, which Adam will talk about in a minute, just to help obviously generate a little electricity offsetting any of that electricity cost. We’re really trying to lend an eye to the sustainability here. Active and Passive Uses: Most of the passive uses are kind of centered around the building; you’re sitting, you’re enjoying the views, maybe it’s a food truck, or you’ve got something from a farmer’s market that’s happening on the great lawn. Active uses would be the boat launch, the trails throughout, connecting to the Grey Cloud SNA side to the east. Some of the design pieces that we’re thinking about are really just kind of leaning into that Dunes title; natural aesthetics are really a popular item within a playground, but how can we put that in a playground but then also bring it throughout the site. We thought putting it over in the entrance, to kind of set the building at a nice, natural setting would be a good move, really kind of set the tone for the landscape in the front entry. To continue on the back, we have a lot of grade change, so on the back side we have a little open space, to continue some deck space as you’ll see in the rendering, but we also thought maybe a communal firepit out here for whoever’s renting the building. That water trail that I alluded to, we’re introducing this little splash pad area for kids to engage with water, using limestone as sort of a weeping wall to start that activated river channel, and then that river channel kind of leads through the play areas. So, it’s a distinctive element for kids to engage with a water type zone, as we don’t want everybody swimming around in the river. That overlook that we had here is to capture views, we’re thinking a limestone overlook, like you can see in this picture. But adding a sundial is a nice touch to help center people around just the natural cycle of the year, the time, or this is a nice moment of contemplation. An outdoor classroom for those youth programming elements for kids to learn about the environment and learn about all the natural things that are happening here. Then these river loungers, just to the south of the great lawn, a place where you can just kind of sit, relax, and really just enjoy the river. Giving a nice focal point, reflecting kind of the river, the sky, and everything, we’re thinking of a nice reflecting pool as a focus for those river loungers. Those paths, as well as paved paths, we’re reusing all the existing paved paths that we can from the golf course is really kind of a setup of how we’ve laid out all of our paths. However, a lot of them do need to be adjusted to make them ADA accessible and regraded. So, we’ve gone through and investigated where those are and have laid them out accordingly. You can just kind of see the big destination kind of playground, using all that topography up there, and then a host of platform-type structures. And then that water channel element that kind of weaves through boulders, kind of scattered about for interesting places for kids to climb and clamber around. A little shade shelter here, just to provide a little respite for families if they want to have a birthday party or what have you, as well as a drinking fountain up here. And then just an idea of signage, really kind of leaning into that Dunes motif and how we might be able to achieve that with some natural material; Zac has placed stone vertically, using some corten elements that are weathering steel that sort of stand the test of time, providing little vignettes and informational City Council Meeting June 5, 2024 Page 33 of 36 signage throughout the trails as informational pieces for everybody. Then that’s a quick materials palette and then we’ll get to the building. Council Member Thiede said I have a features question. With all the stumps that are in that water, how big a boat could actually go; I mean, is there going to be very many people that really could bring a boat and a motor and drop it in that area? Director Dockter replied there is a channel just off the shore there that we’re anticipating can be used, but we just got the bathymetric report on it not too long ago, but still it’s going to be just a few feet deep. So, I’m anticipating smaller fishing boats, pontoons, so they have probably 20 feet or less. Council Member Thiede stated all right, but it’s still something that would be brought in by a trailer that you need to have a launch; Director Dockter replied yes, Jon boats or whatever, but hopefully just as many kayaks and canoes. Council Member Khambata said I have a question about vegetation. You described kind of replanting an oak savanna; what, if any, liability is there in having like one species of tree, kind of like with the Emerald Ash Borer. Would you kind of like break it up a little bit, so if like something went through, you wouldn’t want the entire landscape to have a bunch of dead trees. That’s a liability, but then it’s also something that we must pay to take down and remove and replant; so, do you have some kind of resiliency built into that landscape plan, in terms of like disease prevention? Brett replied yes. Council Member Khambata asked or do we just have a treatment regiment for the oaks? Brett replied sure. Oak savanna is typically classified as like having grassland below, and then a nice big canopy. Oaks don’t like to grow next to other trees, which is part of I’ll call it their own built-in resilience. So, typically, when oaks have a nice natural habitat that you can think of just a big, beautiful oak and just like a prairie, and there’s not really many trees around it, is kind of a quintessential picture of an oak. So, there’s a little bit of resilience there in that they don’t like to grow next to each other and they kind of keep other trees out. Some of that has to do with fire and management, whether you’re mowing kind of the underbrush. We certainly could plant other trees to mix it up, if that’s a concern. I mean, it’s sort of the idea of having this more open canopy and not a super-dense canopy to block those views of the development. Council Member Olsen stated and that’s a natural oak savanna anyway; Brett stated yes, right. Council Member Olsen stated Zac’s been working on restoration down there for as long as I can remember with his team, getting all the buckthorn out, replanting the prairie grasses, and those kinds of things. Council Member Khambata stated yes, that’s fine, thank you. Adam stated after all of this discussion, I’m happy to chat a little bit about the building, so bear with me. After kind of all of this discussion, certainly it’s not been with the building, but we need to have elements working with Zac and see it’s all been on the same common road: Really understanding the unique nature and the unique characteristics of this site, where it’s located, what the topography is like, in adjacency to the river. So, certainly if we dove into these early Master Plans, understanding what the building opportunity and the need would be, that would result in kind of friends of mine understanding that this building is really a node of activity that interconnects with all of the other programatic elements at this site for year-round and universal building use. And continually turning to this site as we thought of site location, Brett mentioned the way in which utilities are brought, building orientation, understanding the need to maximize use. At the same time, provide really a building that isn’t necessarily oozing or intrusive to the landscape, but something that could ultimately complement, while still stretching along the site to maximize and optimize this really wonderful river and find its best use. So, that is something that has been reflected in the building form, of having rather than some high- peaked roofs, some really soft, gradual, gentle roof slopes that 1) Are known to the undulating landscape, but then 2) As Brett mentioned, from a sustainability standpoint, those roofs really allow themselves to be a vessel and/or canvas for some sustainable strategy where we have green-roof components and the solar that you can start to see in some of our visuals. This site also was a topic of discussion for material City Council Meeting June 5, 2024 Page 34 of 36 selections as we start to do a bit of some color and quality material traces; obviously, from a functional standpoint, durability was top of mind for things like metal, stone certainly start to fold into the conversation. But if you think about different textures and profiles, we discussed some manipulations you make to a metal panel that has ribs so that you can start to have a horizontal striving expression that not only lends itself to being emulative of the geology, but then also the rich layers of the history that is embedded within this very special and unique site. I can quickly walk through this floorplan here. We did a lot of programming exercises to understand just what a right size might be for a building, a facility like this, to serve the park as a whole. The building program is organized into two wings: To the left, we have restroom facilities with a single-use that’s accessible from the outside, so you can really think of that wing as a means to serve not only the building program itself, but then also the site as a whole. Then on the right wing, we have our rentable community event space. A lot of conversations with Zac to really understand what the overall maximum seating capacity would be; its current seating is showing roughly 102 for a standard banquet style, as well as what that would mean in terms of a serving kitchen, length, what kind of storage capacity might be, in order to support these year-round universal events that could take place. Some elements within the community room to the west wall, on the right side, a west wall that would be planned east. It’s confusing, but we’re orienting and always mindful of the river, it would be on display. We have some third-story windows that trend not only to the tree canopy that Brett mentioned, but then also the sunset. And then really optimizing the views at the top, towards the river, which fall to the south. The element that starts to connect and unify those two wings would be that main commons; that really draws from the parking lot to the bottom, towards the river, through the building. Having a clear sightline through the building would be incredibly important to again bring you to the action in terms of what the natural site has to offer. There are also really great opportunities in that commons, not just think of it as a circulation space, but there will also be some built in interpretive display opportunities; a fireplace, something that can be used year round to not only keep you sheltered, keep you warm, leading you to the restroom, but then also a learning opportunity to display the significance of this site. So, these are the digitals that we started with, and we kind of pieced together what all that language starts to mean from the building and site standpoint, the way in which the Dunes kind of softly bounce along the front, and it starts to restore the building in a sense to integrate into the surroundings. But then, through that front façade, you will have clearly designated warm entry sightlines all the way through the building. The strategies we’re starting to think about in Stage 2 really generate that exciting experience for users. And then, again, this is a view coming off of that main and continue to the event space, through the commons, showing programmatic activities, beautiful views of sunsets to the west. Director Dockter stated okay, just a quick reminder, it’s kind of a Master Plan and a Building Concept Plan working together, but we want the Concept Plan of the buildings, so if we could Master Plan the park around it, make sure everything gets focused. As you head to the park, everything looks seamless, and everything focuses back to the details in the plan. So, we’re looking for feedback. Mayor Bailey asked if Council had any comments on what you saw. Council Member Garza stated I’m excited. I think it seems like an awesome design, and I love it. I can’t wait to use it. Director Dockter stated I should say, sorry, we did do a preliminary budget on the entire park, and it does match the referendum amount. Mayor Bailey asked whatever the question is? Director Dockter replied yes. Mayor Bailey asked, and that building is included? Director Dockter replied at this point, yes. Council Member Olsen stated you mentioned like a gazing pool or something; where exactly would you place that on the site? Brett replied overall, you have the building here, there’s some significant topography, and then towards, if you can imagine drawing a line, but basically this is where that reflecting pool would be. And, so, it’s very near to the building, also. City Council Meeting June 5, 2024 Page 35 of 36 Director Dockter stated so those lawn chairs are looking down towards the main channel, looking towards Hastings. Mayor Bailey asked, and those lawn chairs are like permanent, right? They’re not something that’s going to roll away, or? Director Dockter replied no, you’re correct on that. Brett replied yes, they’d be built into the extent of this hillside, so they’d kind of be here. Council Member Khambata asked what’s the depth on that? Is it like a concrete like basin or vessel that’s just deep enough to retain water and kind of have a reflection? Brett stated you want it as thin as possible to get that reflection; so, it’s really not something to be accessed. Council Member Khambata stated I’m just imagining my kids playing in it. Brett stated you can kind of make it how, but to get that reflection, you want it to be very thin, you want the bottom to be black. But we’re not proposing something that’s going to be a drowning hazard or anything like that. Council Member Khambata stated so, my first impression of the building is it reminds me a lot of the Oakdale Nature Center; if you’ve ever used that building, and it’s a pleasant place to be. I’ve been there several times for meetings and like the ambience, that kind of lends itself with the common area; I think that one has several classrooms, but you kind of walk in, you’ve got a common area, you’ve got a desk, you’ve got all your information and an interpretive center. So, I really think that’s a thoughtful way out and then again, orienting the building so that as you’re walking from the parking lot, you’ve got a direct line of sight to the river; I think that’s, again, your kind of playing into what the space is to begin with or the property is to begin with. I think that’s a real thoughtful design. Mayor Bailey stated I know when we first started talking about this park down there, Zac, I thought I saw one of your schematics had like granite slabs that kind of stuck out into the river, if you will, for kids to fish; is that still something, or are you looking at a dock, or? Director Dockter replied maybe we’ll do a fishing pier. Mayor Bailey stated that’s fine, I just want to make sure that there would be an option if somebody just wants to go stand out on a pier or whatever, that they could do that or wanted to go fish. Director Dockter stated I was just out with the DNR this morning on that; Mayor Bailey said perfect. Mayor Bailey stated one last thing, as I think Council Member Thiede has a question. The other neat thing that would be cool, and I don't know if they still do this, but you know how they’ve got those, they’re almost like binocular units where you can look. Because if you know, if you go down there and you look to the right, there is a massive eagle nest, it’s got a bunch of babies in it, not so many babies anymore, but it’s been there forever. I mean, it would be kind of cool, either direction, if you could have that option to have something like a permanent structure where if you just want to walk down there and you wanted to look to see closer views of some of the nature and the animals, etc., that’d be kind of cool. Council Member Thiede asked are you looking at $5 for 30 seconds? Council Member Olsen stated just like Mount Rushmore, yep. Mayor Bailey stated well, actually, Zac, we’re going to have you climb up there. I talked about the eagle cameras; I watch the one out in California; it’s pretty cool. Council Member Thiede stated so, when we took the one old house out, I know we found that some things crumbled and things like that. Were we able to get anything out of that? Because we were talking about putting it, somehow creating a deal for the history of the Grey Cloud Island and some of that area and so forth. Emily Schmitz, Community Development Director, stated Council Member Thiede, what we were able to obtain out of the house it makes the most sense to make maybe sort of a display case, and I feel like that’s something that might come later. But that was the intent of collecting those items, and we were hopeful that we could put something together that made the most sense, obviously. Director Dockter stated and we’re not to the interior design of this facility yet, but when we do the interior design, the intent is the historical and cultural, that the interior design should reflect on all those things. City Council Meeting June 5, 2024 Page 36 of 36 Council Member Olsen stated it feels like this building design is appropriate for the area and the presumed use, so I appreciate the thoughtfulness that went into that; you guys clearly did your homework. Mayor Bailey stated I do also like your idea on the; I’m trying to envision the idea of like if this water could be trickling through where kids could play in the water. Is this going to be a like an actual? The Tamarack Nature Center, in Woodbury, is what most people are familiar with; you push a button and it runs for a little while. Mayor Bailey stated I’ll have to go check that out. Council Member Khambata stated it’s the same as the splash pad system, right? It’s more expensive to recirculate the water, so you’re basically just kind of flushing the water; but yeah, it’s got like a button with a timer on it. Director Dockter stated well, this will have a lot less water use. Council Member Thiede stated I could see homemade paddleboat racers across there, where you put the rubber band in. Didn’t you ever make those when you were a kid? Council Member Garza stated Battle Creek playground in St. Paul actually has a little mini creek that runs through the playground, and the kids play in it all the time, and it’s muddy and dirty and all those things; but it’s really a cool feature for the kids, so this idea I think is really a good idea, too, you guys. Interact with the water without getting down there. Council Member Olsen stated the Site Plan is very respectful of the topography of the area as well, and I like the idea of going back to the oak savanna, which is what Grey Cloud has historically been forever and ever. So, it seems like it’s just a real nice tip of the cap or nod to the natural beauty that has existed there for years. This is going to be very nice. Mayor Bailey stated I also like your idea of the more natural park, if you will. I was going to ask you, did you guys design that type of a park in Ramsey? Brett replied no. Mayor Bailey stated because when Summers Landing was first looking, they had me go up to Ramsey and look at it, and they had a park that was made out of like timbers and natural, and the kids loved it, they were playing all over it. So, when I’m seeing what you’re presenting, I’m going oh, on the one picture you had there. Brett stated I actually worked with a landscape or a playground manufacturer, so that design you see there is the actual playground that would go here. Now, some of those other elements, like the embankment slide and things like that, that came from this group; so, that was actually designed for our park. Mayor Bailey stated it’s uniquely different than your typical equipment in a park, as you know. Council Member Olsen stated and we want it to stand out, we want it to be special. Mayor Bailey asked if they got what they need, they said yes. Mayor Bailey stated I like it, thank you. 14. WORKSHOPS - CLOSED TO PUBLIC - None. 15. ADJOURNMENT Motion by Council Member Olsen, second by Council Member Thiede, to adjourn the meeting at 10:16 p.m. Motion carried: 5-0. Minutes prepared by Judy Graf and reviewed by Tamara Anderson, City Clerk. 1 City Council Action Request 7.B. Meeting Date 7/17/2024 Department Administration Agenda Category Action Item Title City Council Regular Meeting Minutes (2024-06-26) Staff Recommendation Approve the June 26, 2024, Regular Meeting Minutes. Budget Implication N/A Attachments 1. 2024-06-26 City Council Meeting CITY OF COTTAGE GROVE  12800 Ravine Parkway  Cottage Grove, Minnesota 55016 www.cottagegrovemn.gov  651-458-2800  Fax 651-458-2897  Equal Opportunity Employer COTTAGE GROVE CITY COUNCIL June 26, 2024 12800 RAVINE PARKWAY SOUTH COTTAGE GROVE, MN 55016 COUNCIL CHAMBER - 7:00 P.M 1. CALL TO ORDER The City Council of the City of Cottage Grove, Washington County, Minnesota, held a regular meeting on June 26, 2024, at Cottage Grove City Hall, 12800 Ravine Parkway. Mayor Bailey called the meeting to order at 7:00 p.m. 2. PLEDGE OF ALLEGIANCE The audience, staff, and City Council Members stood and recited the Pledge of Allegiance. 3. ROLL CALL City Clerk Tammy Anderson called the roll: Mayor Bailey-Here; Council Member Garza- Here; Council Member Khambata-Here; Council Member Olsen-Here; Council Member Thiede-Here. Also present: Jennifer Levitt, City Administrator; Tammy Anderson, City Clerk; Ryan Burfeind, Public Works Director; Zac Dockter, Parks and Recreation Director; Joe Fischbach, HR Manager; Conner Jakes, Associate Planner; Pete Koerner, Public Safety Director; Korine Land, City Attorney-LeVander, Gillen & Miller, PA; Gretchen Larson, Economic Development Director; Brenda Malinowski, Finance Director; Amanda Meyer, City Engineer; Mike Mrosla, Senior Planner; Emily Schmitz, Community Development Director. 4. OPEN FORUM Mayor Bailey opened the Open Forum. As no one wished to address the Council, Mayor Bailey closed the Open Forum. 5. ADOPTION OF AGENDA Motion by Council Member Olsen to approve the agenda; second by Council Member Thiede. Motion carried: 5-0. 6. PRESENTATIONS A. Eagle Scout Award - Christian Meyer Staff Recommendation: Recognize Christian Meyer’s accomplishment of Eagle Scout and award him with a plaque. Mayor Bailey asked the Council Members to join him in front of the dais and Chris Meyer for the presentation. City Council Meeting June 26, 2024 Page 2 of 16 Mayor Bailey stated I was talking to Chris earlier this evening, and his parents are in the audience. This is always a very special time for all of us in Cottage Grove, whether it’s the Girl Scout Gold or the Eagle Scout award for boys, we take pride in the citizens of Cottage Grove achieving this important rank. The City of Cottage Grove, like we’re doing this evening for Chris, recognizes you for your amazing achievement in receiving the rank of Eagle Scout. Other than presenting you with this plaque this evening, if you walk down the hall next to the Council Chambers, on the wall you’ll see all of the previous Eagle Scout and Gold Girl Scout Award winners’ names and the year that they achieved that award. So, the names date back many decades, so you will be part of the history here in Cottage Grove. Mayor Bailey stated after he gives Christian his plaque, he’ll ask him to tell the public what he did to achieve his Eagle Scout rank. Mayor Bailey read aloud the plaque presented to Christian, and congratulated Christian on behalf of himself, the Council Members, and the citizens of Cottage Grove. Everyone applauded. Christian stated for my project, I built three of the rocket-style bat houses, which may not seem very impressive at first, but each bat house stands at over three feet tall and can each house up to 400 bats alone. So, me and everyone else that participated with me had put in a total of over 200 hours into the project. So, I built these down at the Carpenter Nature Center, and the way they’re installed into the ground is you dig a three-foot hole, you mount it to a 20-foot steel post, hoist the pole into the hole, and then you pour in concrete and just let it sit. So, all three of the bat houses are still standing, and I’ve been monitoring them and will continue to do so for any signs of bats. Mayor Bailey confirmed with Chris if anybody wants to see his work, they can go to the Carpenter Nature Center to see those. Christian stated that’s the hope with the bat houses, that they can help to reestablish the bat population. Photographs were taken of Christian with Mayor Bailey, the City Council Members, and Christian’s parents, after which everyone applauded. Christian shook hands with Mayor Bailey and the City Council Members, who each congratulated him. B. Fourth of July Fireworks Donation Presentation Staff Recommendation: Accept Fourth of July Fireworks Donations. Mayor Bailey stated he’ll ask Council Member Olsen to introduce a guest who’s here in the audience. Council Member Olsen stated as everybody in the community knows, the Cottage Grove Lions Club is proud to hold the Fourth of July event each year at Kingston Park. The purpose of this presentation tonight is to really give thanks to our sponsors. I’d like to ask our past president, John Langdon, if he would step up to the podium, as he’s here tonight representing the Cottage Grove Lions. Maybe John could tell us a little bit about the event, when it starts, what we’ll have going on, etc. Since we had rain for Strawberry Fest, the weather should be perfect for the Fourth. John stated yes, the event of course is on the Fourth; we start grilling at 5:00 p.m. and we continue until about 10:00-10:30 p.m., until the time the fireworks are done. We’ll be cooking hot dogs, hamburgers, cheeseburgers. I believe we’re going to probably buy some more bikes this year and have a raffle to give those away, along with Glow Sticks as well. I know there will be a vendor, Mik Mart, there, selling ice cream, another doing roasted corn and cheese curds. We’re looking forward to a great event, and I’m hopeful the weather will hold out for us. Council Member Olsen stated it seems like every year we draw just a ton of people, and you mentioned that we do the raffle there, which is something that I think people appreciate. That doesn’t cost anything, it’s for the youth who come to the event, and that’s on the Lions Club’s dime; it’s just a way of sort of giving back to the community. So, when you come, make sure you get your raffle tickets. Typically, we have Cottage Grove Fire, some of the police officers, maybe some apparatus will be there as well. It’s a good event, and John is the grill master, I have to give credit where credit is due. John stated you did a great job yourself, though. Council Member Olsen stated I appreciate it, I’m a rookie, but I’m learning from the best. We just want everybody to come out and have a really nice time. John stated absolutely. Council Member Thiede confirmed it was Thursday night; Council Member Olsen stated yes, it is on Thursday, the Fourth of July. Council Member Olsen stated we have some really awesome vendors who City Council Meeting June 26, 2024 Page 3 of 16 come to participate, and none of this happens without the donations of some of our friends in the business community, so Mayor Bailey will take a minute to recognize them. Mayor Bailey stated so for those of you watching at home, they can see it on the screen; frankly, we love the Lions, they’ve been fantastic, whether it’s Strawberry Fest or other events, including being the ones that kind of sets up the Fourth of July, the family picnic, and the family fun. We couldn’t do the fireworks without the sponsors: 3M, Hy-Vee, NorthPoint Development, Renewal by Andersen, and Tennis Sanitation; all of them donated $5,000 towards the fireworks, which gives a grand total of $25,000 worth of fireworks. The Lions also provided the fireworks for Strawberry Fest, which were nice; Council Member Thiede stated I negotiate quite a deal with them. Mayor Bailey stated if you haven’t been to the Fourth of July for the last several years, these same businesses have been supporting the fireworks here in Cottage Grove for quite a few years now. It is one heck of a show and it is constant. So, if you really want to see an amazing display, come on down to Kingston Park, have some food and some fun with the Lions. If you see employees of these businesses, please thank them; again, these businesses didn’t have to do this, they’re doing this because they’re part of our community and they want to give back to our community. So, on behalf of myself and the rest of the Council and our staff, thanks once again to 3M, Hy-Vee, NorthPoint Development, Renewal by Andersen, and Tennis Sanitation. Council Member Olsen thanked John for being here tonight to tell us a little bit about the event, we’re looking forward to a really great night. 7. CONSENT AGENDA A. Approve the May 29, 2024, City Council Special Meeting Joint Workshop Minutes. B. Approve the June 5, 2024, City Council Special Meeting Minutes. C. Accept and place on file the minutes from the April 9, 2024, meeting of the Advisory Committee on Historic Preservation (ACHP). D. Approve Resolution 2024-099 and the appointment of the election judges listed in Exhibit A for the Statewide Primary Election on August 13, 2024, and authorize the City Clerk to appoint additional election judges, as needed, to fill vacancies. E. Approve the issuance of rental licenses to the properties listed in the attached table. F. Receive the 2023 Cottage Grove Convention and Visitors Bureau Annual Report. G. Authorize the Public Safety Department, Police Division, to apply for the MNOSHA Safety, Advisory Council on Traffic Safety (ACTS) Safety Project, Department of Justice Body-Worn Camera, and the Minnesota Department of Public Safety-Office of Traffic Safety, grants. H. Authorize Resolution 2024-092 approving final payment to Renovation Systems in the amount of $3,631.53 for the Glacial Valley Park Building Project. I. Adopt Resolution 2024-093 approving referendum questions on the November 5, 2024 ballot to impose a Local Option Sales Tax for the betterment of Hamlet Park, Mississippi Dunes Park, and River Oaks Golf Course and Event Center. J. Adopt Resolution 2024-089 authorizing the submission of the claim form for the DuPont AFFF Class Action Settlement and authorizing the City Administrator or her designee to sign all documents necessary to complete the claim form process. K. Adopt Resolution 2024-098 awarding the 2024 Goodview Avenue Water Service Installation Project to Capra’s Utilities Inc. in the amount of $123,025.00, and approve the contract with Capra’s Utilities Inc. L. Approve Change Order #1 in the amount of $450,285.33 for the Low Zone Water Treatment Plant project, increasing the contract amount from $38,182,800 to $38,633,085.33. M. 1) Adopt Resolution 2024-097 approving the Metropolitan Council Clean Water Fund Grant Agreement No. SG-21410, and authorizing Public Works Director to sign all City Council Meeting June 26, 2024 Page 4 of 16 documents necessary to effectuate the Grant. 2) Authorize the expenditure of $11,750 from the Water Utility Fund to match the MCES grant. N. Approve the Professional Services Agreement with Stantec Consulting Services for a Market Analysis and Small Area Plan. O. 1) Adopt Resolution 2024-094 approving the Final Plat for Hawthorne Pines Third Addition. 2) Approve the Hawthorne Pines Third Addition Development Agreement with Pulte Homes of Minnesota with minor modifications as approved by the City Attorney. 3) Adopt Resolution 2024- 095 approving the Hawthorne Pines Third Addition Development Plans dated April 30, 2024, prepared by Alliant Engineering and as approved with minor modifications by the City Engineer. P. Approve Resolution 2024-100 accepting donations received for the Fourth of July Fireworks. None of the Council Members wished to pull any Items on the Consent Agenda for further discussion and/or approval. Motion by Council Member Khambata to approve the Consent Agenda; second by Council Member Garza. Motion carried: 5-0. 8. APPROVE DISBURSEMENTS A. Approve disbursements for the period of 5-30-2024 through 6-19-2024 in the amount of $6,786,241.02. Motion by Council Member Olsen to approve disbursements; second by Council Member Khambata. Motion carried: 5-0. 9. PUBLIC HEARINGS - None. 10. BID AWARDS A. TH 61 River Oaks RCUT Project - Bid Award Staff Recommendation: Adopt Resolution 2024-096 awarding the TH 61 River Oaks RCUT Project to Pember Companies, Inc., in the amount of $1,203,803.45. Ryan Burfeind, Public Works Director, stated bids were received for this project; this project is kind of a unique, different project that we haven’t done in our community before. This is a Reduced Conflict U-Turn (RCUT) intersection down at the River Oaks entrance, which kind of also shares that southerly entrance for Zywiec’s. Really, this is a safety enhancement. It’s really meant to improve that access from the safety perspective. There’s a median that you can cross through right now, which allows for right-angle accidents, which are by far the most severe at those high speeds. It removes that and it constructs two U- Turns in pretty close proximity to the existing driveway. Sometimes on Highway 52 you’ll see them almost a half mile away; these are pretty close, so it’s still very convenient. Cars still need to wait for a gap, so it’s not necessarily allowing cars to get out faster, but it really eliminates that severe right-angle accident, and almost kind of prevents people from making bad decisions. You see a lot right now where people are double stacked in the median, and now one car can’t see; so, it eliminates all those issues and MnDOT has a good history with these with about an 80%-90% reduction in serious injury and fatality crashes after they’re implemented. We obviously have been fortunate to not have a fatality there, so this is a little bit of a proactive project, but that’s why we were able to get grant funding for it. I like to talk about those benefits because unfortunately, when you see the bids, our lowest bid was higher than our engineer’s estimate; we got good, competitive bidding from the standpoint we had seven contractors who bid the City Council Meeting June 26, 2024 Page 5 of 16 project, but we are about 18% over the base bid vs. the engineer’s estimate. So, it’s about $1.2M; the grant funding is $1,010,000; initially, it was $710K, but MnDOT actually gave us an extra $300K to help make sure we could fund as much of this project as possible through their Local Partnership Program grants. So, the City is still only looking at a little under $200K for this construction of a cost share, and that we would fund through our MSA Funding. So, we wouldn’t be looking to fund that through general levy or taxes. Considering all of that and when you look at these higher bids, there’s a couple of things that could have gone into it: The time of year that we ended up bidding it; it was quite a process to get through to get through all the different approvals at the State level and the grants; it is a very challenging project because we have to build it basically day by day with lane closures, almost like what you’re seeing with the bridge right now down at Innovation Road, so we actually have to do some work in each stage, do a little bit of that concrete work. It’s a challenging project to estimate, and that could have gone into it as well. Knowing that we have that MSA Funding we’ll be able to tap into once the East Point project is done, we are comfortable recommending we award this bid. Unfortunately, we are in a little bit of a time crunch because we do have to award a project by the end of this month to tap into those grant funds as well. Director Burfeind stated with that, we’re recommending acceptance of the bid, and I’ll stand for any questions. Council Member Olsen stated I’m glad you brought up the fact that we’ll be able to utilize MSA Funding for that; you and I know what that means, but there might be people watching who don’t. He asked Director Burfeind to take a minute to explain what that Municipal State Aid (MSA) Funding is. Director Burfeind replied regarding MSA Funds, cities and counties get them, and we can use them for either projects on our own State Aid roads, like 80th Street, East Point Douglas, and Jamaica, or we can use them when we’re working on a higher-level road, like a County Road or a State Highway, in this case. They do come through the gas tax, which is where that funding is received from, and it’s split out based on the size of your community. Like I mentioned, we’re really been using the current funds each year for our East Point and Jamaica project, which of course we’re wrapping up this year, so we’ll have that funding available then to tap into once that project is complete and paid off. Council Member Olsen stated perfect, thank you very much. I just wanted to make sure for anybody watching at home if they had any questions understood that we do get those MSA Funds allocated to us on an annualized basis. They are available to us for projects like this because otherwise that would put quite the burden on the taxpayer here in the City of Cottage Grove. Council Member Thiede stated just out of curiosity, you said we’re basically getting funded $1,010,000 of that; Director Burfeind confirmed that just over $1M will be grant funding paying for that project. Council Member Thiede asked if that’s a combination of State and Federal; Director Burfeind replied that is a grant through the State of Minnesota, so the Local Partnership Program is the name of the grant. So, it’s for MnDOT partners of local agencies to fund projects like this. Council Member Thiede stated I was also curious as it’s also a U.S. Highway, whether there would have been any other monies or could be any other monies even to take up that other $200K. Director Burfeind replied so we reached out, Mayor and Council, to MnDOT to see if there could be additional funding. They kind of did a somewhat unique thing in awarding an additional $300K already, so that was really I think what we could get. We did look at the different pots when this project came up; it was actually driven by some challenges in that area with some crashes, not as severe, a couple years ago, and MnDOT really directed us to this grant fund that was the most acceptable. With that additional $300K, that was really the most we could get for the project. Council Member Thiede asked what was the base for the grant, who’s sponsoring that grant or where does that money come from again? Director Burfeind replied that’s a State grant. Council Member Thiede stated that’s also the State, okay. Council Member Khambata stated so every time we upgrade a road, I probably ask this question, but the current style of interchange was acceptable up to a certain volume. Highway 61 has been in its current configuration for as long as I can remember, so as volume has increased, its become more and more unsafe, which is preempting what we’re doing now. What’s the life expectancy of this type of improvement in terms of volume, and in terms of infrastructure investment, is this something that will kind of last unless City Council Meeting June 26, 2024 Page 6 of 16 or until there needs to be some sort of like metered interchange there? Or is there another next step if we see volume increases beyond what are projected? Director Burfeind replied that’s a good question. So, this will be the first one in this area; I think you will actually see MnDOT start to and continue to look at installing these along Highway 61, down in Denmark Township, we certainly have other intersections. It definitely will have a longer life cycle; the safety’s always there, that safety improvement, then it really becomes access. We’re growing, Hastings is growing, so you’re going to see more and more traffic that will make the actual physical access harder. You would not see signals at any of these intersections just for this type of speed; there are two at Manning and 10. Really, as Cottage Grove continues to develop, and this is obviously far down the road in that area, you’d likely see more of a system of frontage roads and continued interchanges, like we have at Innovation Road, 80th Street, 70th Street. One of those would likely be someway down the road at Manning Avenue and potentially another one in this area. Now, that’s pretty far out, but that would be the next step. Unfortunately, it’s a challenge with these freeways, as they are there to move traffic fast and efficiently. We’re really fortunate that MnDOT is working with us on this type of project because otherwise they’d just close the median, and then cars would have to go down to Manning and turn around. So, I can’t give an exact answer for the life cycle just because it’ll always work, it’s just a matter of the longer delays. You really have to see development come through this area, our future growth, to have those frontage roads and interchanges. Council Member Khambata stated all right, so there is a plan for what happens next; Director Burfeind replied yes, that would be the next step. It’s pretty far out, but it’s like what we saw down to the Innovation interchange. Motion by Council Member Olsen to Adopt Resolution 2024-096 awarding the TH 61 River Oaks RCUT Project to Pember Companies, Inc. in the amount of $1,203,803.45; second by Council Member Garza. Motion carried: 5-0. 11. REGULAR AGENDA - None. 12. COUNCIL COMMENTS AND REQUESTS Council Member Khambata stated the only request I have is that leading into the holiday weekend, everyone have a safe and fun and responsible holiday. Council Member Olsen thanked Council Member Thiede and the rest of the members of the Strawberry Fest Committee for all of their hard work and effort putting on this year’s Strawberry Fest event. It was made more challenging for them this year due to the weather. There have been years where we’ve had some rain, and there have been several years where we’ve had really great weather; the rain never makes it easy, but the team was out there working hard. I know that the Strawberry Fest Marketplace was packed full, even though it was raining, and you can tell when you look at the fields out there. But that whole team worked very, very hard to bring us to this point, get us through this point, and what you may not know is now that it’s over, the work doesn’t stop, because now they’re already planning for next year. So, thank you to all of the Strawberry Fest Committee Members. I also want to thank all of our Strawberry Fest Ambassadors, who served for the last year, who represented the City of Cottage Grove, including Council Member Garza’s daughter. They had their time in the sun, and now I believe they had the coronation on Monday night, so now we have a new batch of Strawberry Fest Ambassadors, and I’m sure they will be just as wonderful as the past batch. We were very pleased to have all of those folks representing our community for the last year. Council Member Olsen stated again a reminder, July 4th, 5:00 p.m., Kingston Park, for this year’s family friendly Fourth of July event. Thanks again to all of our vendors who have agreed to come, and all of the Cottage Grove Lions members who are going to be there to make it a really fun event, and thank you to all of those who made donations, as Mayor Bailey mentioned earlier, so that we could have a great event. City Council Meeting June 26, 2024 Page 7 of 16 Council Member Olsen stated I also want to say thanks to our City staff for all of the hard work and effort they put forth with respect to Strawberry Fest. People may not realize it because they just sort of see the end result of the work, but we had Parks people there working the entire festival, whether or not it was raining, emptying garbage cans, making sure that all of the waste receptacles were available, making sure that the recycle receptacles were available and taken care of. We had just a bunch of our Public Safety folks there, police, fire, EMS, and a lot of the City staff were there, representing the various elements of the City, including Discover Cottage Grove; they were part of the Strawberry Fest Marketplace. So, this is all work that they’re doing in addition to their “day job,” and they deserve a lot of gratitude and a lot of credit for being there for us for Strawberry Fest. So, thank you again. I know in many cases the departments sort of put a kibosh on whether it’s a vacation or anything like that so that we have appropriate staffing to keep the park safe and make sure that everybody’s having fun. Council Member Thiede thanked Council Member Olsen, said you kind of stole my thunder there, but the gratitude is definitely worth it, just to thank all of the people on the committees, to also recognize that they are volunteers; none of them get paid for that fun that they have. For the most part, it’s all fun, sometimes it gets a little stressful at times for different things, but the gang does a great job. We had a couple new people on the committee and some of the people volunteering, but we definitely can always use more people. So, everybody out there that’s listening, let’s get involved. Right now, what we’ll probably end up doing is just kind of do some review of this year’s activity and things of that nature, and then discuss some of the things that we should change for next year. For people wanting to get involved, typically in the fall, be on the lookout as we’ll start having some meetings and things like that. Also, obviously, we have our Monster Bash Halloween Parade, as we always do, and that’ll be at the end of October, right around Halloween. It’s great to start getting involved at that point, too. So, again, thanks and as Council Member Olsen said, to everybody in the City for the time they put in, it’s tireless, and it can be exhausting. I haven’t got any firm numbers and things like that, but it wasn’t too bad; we escaped a fair amount of the rain until Saturday afternoon, and then the skies decided to dump on us for about an hour and a half. That’s the reason why the soccer fields now look the way they do because I probably could’ve taken the canoe out there after the rain got done. But it’s great to have a place like that to have that festival, and I know there’s just tons of people that really enjoy it. So, thanks to everyone. Council Member Garza stated I just want to say Strawberry Fest was amazing. The parade was awesome, we had such a great time. Thank you so much for allowing my family to be a part of it, Josie loved her last year as an ambassador, and it was an honor just to be a representative of our community, so she really enjoyed it. She’s going to wear her Strawberry Fest jacket proudly, so if you see her out here, make sure you say hello to her because now she can wear it without being with the other ambassadors, so she’s very excited about representing our City. Council Member Garza stated otherwise, have a wonderful weekend, be safe out there; I know the holiday is coming up, so just be safe, keep in mind there’s other people on the road, so just be careful out there. Mayor Bailey stated kudos on the Strawberry Festival, on our outgoing ambassadors, our incoming ambassadors; I think we’re in good shape with the new batch coming in, too. I just want to mention that this coming Friday, June 28, yes, it is going into a holiday weekend, kind of leading up to the Fourth of July, we do have our first event, which is Movies in the Park, Trolls, at Highlands Park, close to dusk. There are some events that are happening before that, so if you want to stop in, there’s popcorn, a food truck, and some craft things that are happening there. In the event that there is rain, the makeup date for this movie is Friday, July 12; so, we’ll keep our fingers crossed that Movies in the Park on this coming Friday is actually going to be rain free. Mayor Bailey stated there are two workshops this evening; the first is open to the public, and that’s an update for the Council from our staff on the Mississippi River-Grey Cloud Island Flooding Update. As we all know, there’s been some major flooding happening not just in Minnesota, but throughout the Upper Midwest. There is some effect happening in Cottage Grove so we’re going to talk about what we’re doing to help with that. We will be going into the Training Room for that. City Council Meeting June 26, 2024 Page 8 of 16 Shortly thereafter, there will be a second workshop that’s closed to the public, and that is regarding Labor Negotiations; that workshop is closed pursuant to Minnesota Statute 13D.03 to consider strategy for labor negotiations as we are going to be negotiating with some labor unions. So, with that, we will adjourn from here and then Council will meet over in the Training Room. 13. WORKSHOPS - OPEN TO PUBLIC - TRAINING ROOM A. Mississippi River/Grey Cloud Island Flood Update Staff Recommendation: Receive current water level conditions on Grey Cloud Island and provide staff with feedback. City Administrator Jennifer Levitt stated you received my bulleted update as the conditions on the Mississippi River are changing by the hour. This evening, even as we speak, we have police out on the island, going door to door, collecting information about the residents that are there, gaining emergency contact phone numbers, and talking about the plan that we’re going to unveil tonight in regards to our emergency response; what will be available and what won’t be available, what will be open and what won’t be open. So, we’re going to first start off with Ryan, he's going to go through the scenario and the situation related to the water elevation, the fact that we had the Corps of Engineers out today evaluating the causeway. As you are aware, we closed the green bridge today as well, as we anticipated. With flooding conditions, it can become very volatile because it can be unpredictable; debris can be a factor, and Ryan will touch on that. Then, we’ll turn it over to our Public Safety team, and they’ll talk about mutual aid that we have secured. We’ll go over our evacuation plan and emergency response efforts that will be available. So, with that, Ryan, I will turn it over to you; I will warn you that Ryan is all about numbers, he stayed up late last night because they kept giving predictions until the wee hours of the morning and then again at 11 o'clock today. Ryan has got spreadsheets upon spreadsheets to provide the interpolation; so, if you want to see a spreadsheet later, Ryan can show it to you. Director Burfeind displayed a map of the areas involved, here’s Grey Cloud Island, which is our real concern. We do talk quite a lot about the River Acres neighborhood with the flooding. There is one home that’s more on the eastern end of the neighborhood that had to sandbag a little opening in their berm that they built last year; that’s the only home that would have had impact to the actual house. The next one up is about a foot above the predicted crest, so there are no other concerns with River Acres. What’s unique this year and different than 2014 and 2019 and last year is in those years we had to close the bridge; our policy is when the water is a foot below the bottom girders and expected to hit it, we close it. We had to put on Jersey barriers to basically weigh down the bridge and ballast it to make sure when all the trees and all the debris in the water are forced on that, it doesn’t move the bridge off of its footings. As Jennifer mentioned, that was done today, and that’s been done three times in the last ten years prior to this. In all those other years, we never had issues or concerns with the causeway; we call that the second fill, going from Lower Grey Cloud Island to the township. This flood has been changing so rapidly, increasing so quickly, that even just since Monday evening they have increased their predicted crest so much that that’s what drove this concern on the causeway. It’s been since 2001 that we’ve actually had to worry about the causeway; at that time, the flood was obviously so drastic it went over the top and created major damage to it. So, we had the Army Corps of Engineers out today; they actually are very experience in this, of course, that’s what they do out of the St. Paul office. I’ll talk about what the main point of concern and what’s really forcing this closure that we need to look at out of the causeway. Just one thing, if you’re ever out there, the water is actually two different levels on either side; so, the level on this side actually follows whatever river level is here, and on the upstream side it’s actually about two feet higher. So, the causeway is acting kind of like a dam right now, which is not what we want it to do because of the water level here at this point. The other thing that’s kind of impacting things is way up here you’ve got the County box culvert; that actually has become completely clogged with the debris, a massive tree got stuck against it, and it’s now building up behind it. We had a meeting out there at 5:00 p.m., and the County agreed to not remove that debris, which would have washed it right through the culvert and stacked it right against our bridge, which we do not want at this point. It’s not actually damaging or causing impacts to their culvert, it’s just more of City Council Meeting June 26, 2024 Page 9 of 16 a nuisance. So, that was a good outcome of the meeting at 5:00 p.m. Earlier today, we had debris on our bridge; we removed that and got Rumpca out there, so we’re sitting pretty good at this point from the bridge standpoint. Just to show how it’s been changing, on the left is the bridge and this is the river gauge we looked at, and on the right, this is the gauge that’s upstream in that causeway. This was on June 24, and you can see the bridge here it went up almost a foot in a day, on June 25, similar on the upper side of the causeway. On June 26th, it went up about a foot and a half, between that late afternoon and the morning of the 26th, which is today, it’s actually gone up another, over half a foot since this morning. So, the water actually went up a foot and a half in a day at our bridge, which we’ve never really seen before. We have those snow melts, but it’s much more gradual and we know those things much more in advance. So, you saw this all on the Minnesota River, that’s what’s causing our flood is the Minnesota River flood at this point. All of those points, Henderson, Jordan, they’re all cresting higher than what was predicted. In some cases, it actually beat the 1965 record, which obviously we are not going to experience here, but it was an extremely high level of the Minnesota River. Here is some of the debris that was on our bridge, an extremely large tree, which we were able to remove today and get the flow under it. This is all the debris upstream of that County box culvert; there’s just a massive tree that obviously has been dead and in the back channel for quite some time. It actually got caught lengthwise on that culvert and it’s now stacking up behind it. One thing that the County is watching very closely is this power pole here is actually the power that serves all the township and Lower Grey Cloud Island, so ensuring that that does not get to be damaged; so, Xcel is aware of that and they’re watching that closely. River Forecasts: The St. Paul station is actually kind of what predicts what’s going to happen above the causeway, and the Hastings river gauge is what predicts what happens at the bridge. So, this is what we look at closely. They’ve actually, last night as Jennifer mentioned, they were updating these like every two hours, which I’ve never seen before in any of our floods. Usually, it’s once or twice a day, so things are changing pretty quickly. These I pulled actually just before the meeting, so these are pretty current. You can see in St. Paul it’s going to rise about another 2.5 feet, so that’s what we’re looking at, a similar rise above the causeway. In Hastings, it’s real similar, 2.5 feet is what we’ll see at the bridge. So, the bridge actually won’t go under water, the river will not rise higher than the bridge level itself. Here are the two areas of the bridge that we closed today, and then here’s the causeway. Right in the middle is a large 10 x 10 box culvert and that’s really our point of concern, so that’s what we had the Army Corps out to look at. So, this is that box culvert, and this is on the upstream side; water is flowing extremely fast through it, and it’s actually kind of dipping down as it goes through this box culvert. There’s a few things to consider, but actually these are going to happen so quick we’re not going to have to do some of their recommendations. The key point is there’s this line right here, that’s the top of the box culvert, and once water gets to there, the Army Corps is very strongly recommending that we close the road at that point because water can actually seep through this joint and then get under. This road section is just really pavement and rock on top of the concrete, it’s not really bonded to it; so, water can get into that road section, destabilize it, and it’s just not a situation we can have cars driving on. But actually because of this depression in the water, the actual level today is realistically here; so, probably in the next day we’re going to see this come up enough to fully encompass that box culvert and it’s going to jump up really fast at that point to get to here. So, this is the key point the Army Corps says we really need to close the road because it’s just nice safe to be driving on at that point. Here are just some other maps to kind of show the effects of the island. Really, all the homes are very high up on the island, like they’re 10, 20, 30 feet above even the highest flood that we would ever experience; so, there’s actually no issues with the homes. Here’s Camp Galilee, all this purple coloring would be more like the 1965 flood, so not what we’re going to experience, but there could be some water up on the driveways and such for Camp Galilee, so, we’ve been communicating with them very closely. And then there’s a home on the far eastern end where their driveway actually gets pretty low, so there’s going to be three-to-four feet of water over their driveway, which has happened over the recent floods as well, so they’re familiar with that and ready for that situation. Like I mentioned, River Acres really any of the homes they really have to be in that purple, which is the 1965 flood, to impact except for the one home right here at 8327, which would have that water up into the basement if they didn’t do sandbagging, which they have done. City Council Meeting June 26, 2024 Page 10 of 16 So, with that, I know I went through a lot of information really quick, but the key thing going back is that box culvert, which I’ll go back to. We do anticipate, Gwen’s been looking at it, I’ve been looking at it, and the Army Corps gave a spot river forecast for us because we’re between the two gauges. So, we are kind of in no man’s land for the river level, and we’ll really probably be hitting this point sometime Friday morning where we will be at the top of that headwall, where from a safety perspective, we really have to look at closing the causeway. Mayor Bailey stated with all this, one question I had it was interesting what I saw with the dam in Mankato and what happened there; I mean, obviously, that in essence can happen here if they’re not careful. With the debris that’s getting stuck, is there a way to use like a claw. You see how they have those things that pick up logs and stuff, have they thought about doing that at all to try to get that cleared up? Director Burfeind replied that is what we used with Rumpca Companies, they used an excavator today to remove it from our bridge. The problem now is we actually don’t want those excavators on the bridge so they have to kind of go from the edge. The water level, probably by late tonight, is actually going to be above the bottom girders, so it’s just going to stop everything, everything that hits that bridge. Mayor Bailey asked but is it going to matter? Director Burfeind replied yep, then it won’t matter. Really that upper one, we actually want the County to leave it because their intent was to try to remove that, but they can’t actually remove it; they have to just kind of bust it loose and let it flow through, which would go right to our bridge. So, we had a meeting with Wayne Sandberg and Doug Berglund from the County, and we all agreed that they’re going to leave that, they’re obviously going to monitor it daily at this point. They’re going to leave their debris in place until the flood comes back down. Council Member Garza stated thank you for all of the information, there’s a lot of stuff happening down there. I’m wondering if we need to close the bridge by Friday, how will the residents go back and forth between? Director Burfeind replied they will not be able to, at that point they will have no access to the island, and that’s a real discussion point because we haven’t had to deal with this since 2001, but we’re in that situation now; and really, safety dictates that we do that. In terms of the length of that closure, based on the rise and the crest and the recession of the water, it’s probably Monday that we would hope we could have the Army Corps back out and our structural engineers do an inspection of this culvert to make sure it’s safe and then reopen it. So, you would be looking at three to potentially four days of residents either having to leave the island or just stay. Council Member Garza asked and so, if there was an emergency on the island, there’s a boat? Director Burfeind replied that question will be answered by Public Safety in the next part. Council Member Khambata stated you said it has to come up another 1.5 feet and then the water will just push up against the girder on our bridge. So, at that point, what considerations do we have to take before we can reopen our bridge? Director Burfeind replied that’s a good question. So, with our bridge, obviously that will remain closed for longer; we’re probably looking at next Thursday to Friday to have a point where we could reopen it. We also have to do an inspection with our bridge engineer. So, they would be ready to come out as soon as the level is low enough to reopen it, do an inspection, make sure none of the trees damaged the bridge, make sure the bridge didn’t move on its footings at all, and then we remove the barricades and reopen it. I guess that’s probably next Thursday or Friday. Obviously, there’s rain forecast this Thursday and Friday, which isn’t a lot, fortunately, but there’s more rain forecast next Monday, Tuesday. That probably won’t increase the crest at this point, but we talked to the Army Corps today and it could extend that a little bit. So, that could move back the reopening. Council Member Olsen thanked Director Burfeind for addressing the upcoming forecast because I was going to ask you to do that. So, I’m sure we’ve been in contact with our friends in Newport and St. Paul Park; are they experiencing similar challenges? I know in Newport sometimes that levee has been problematic for them, because depending on how they manage their stuff, that could have an impact on how we manage our stuff. City Council Meeting June 26, 2024 Page 11 of 16 Director Burfeind replied yes, and I do think they have the impacts with the levee, and it’s probably down where the boat ramp is; that wouldn’t necessarily change our river levels, but I do know with this crest they’re going to have challenges down there. I don't know if they’ve been sandbagging or anything like that in that area, but I believe it’s mostly around the park. Council Member Olsen stated and the reason I bring it up is because you mentioned mutual aid partners; they are mutual aid partners, but they might have their hands full, so I’m sure Nick and Pete will talk about that in a little bit. I also wanted to ask about the bridge. We’ve had inspections done on that bridge several times in my time on the Council, and I know that it’s not bad but it’s not awesome either. So, do we have any concerns about structure or anything like that? Director Burfeind replied no, not at this time, so we did that major rehab project the previous year that really fixed a lot of our issues. We talk about it as a fracture critical bridge, which sounds is there an issue with it. What that means is its a steel truss bridge, and there’s a certain member, and if that member were to fail and causes the whole bridge to fall in, that’s above the water level so we’re not anticipating any damage from trees or along that line. Council Member Olsen said with respect to the residents, whether it’s on the island or River Acres, are we putting out a bat signal for sandbaggers or are they okay? Do you know what we need? Because obviously if they need help down there, I know our church has helped in the past, and I’ve been down there several times myself. Director Burfeind replied there are no issues with sandbagging on the island, due to the height of the structures. For River Acres, the good thing at this home, 8327, they used to need a much bigger sandbag operation because they had to build their sandbag wall around the entire property to protect the house. But the new homeowner actually built a berm to actually protect the house two years ago, and they left out about ten feet; that way their property can drain during normal times. We actually did our usual, we delivered sandbags and poly last Friday, and it’s just a small effort that they were able to just manage it themselves. Council Member Olsen stated the home on the island, I think you were talking about Mr. Bell’s house, where the driveway is going to be under water. Do they need any help over there? Director Burfeind replied there’s really no way to prevent that driveway water, it’s just going to happen because that is actually where they have the main channel flow coming through. Mayor Bailey stated I went down and looked at it today, and I know the kayak trailer is down there. Are we pulling, or are they pulling that out of there, or did they build that so that is safe? Parks and Recreation Director Zac Dockter replied yes, I’ll call them to see if we need to pull that out or not. Mayor Bailey stated I just didn’t want that to be floating away, I did see it was still there. Director Burfeind stated elevation wise, that’ll be fine. Mayor Bailey asked it will be fine? Director Burfeind replied yes. Council Member Olsen stated when I drove down there, I didn’t see any issues with the new construction or anything like that, everything appeared to be okay there. So, we’re not having any flooding concerns on that piece of land or anything? Director Dockter replied no. Pete Koerner, Public Safety Director, stated Deputy Fire Chief Nick Arrigoni and I will probably be going back and forth, as I stole him away from the REP Drill we’re doing at the high school tonight. Director Koerner stated there are a lot of moving pieces here, and I’ll just start with the decision’s made that we are going to close the causeway on Friday; there’s going to be extremely limited Public Safety Services on the island. Captain Rinzel is down there right now, going door to door. I see there are probably a couple residents here, so afterwards we’ll speak. We have a contact list, so the first thing we want to do is obviously encourage people to evacuate before the causeway is closed. If they choose on their own to stay there, we do want contact information, whether they stay or not, but we’re going to keep track of who plans on staying and who leaves. If they give us their cell phone carrier, we’re able to do a Code Red notification for the residents so we can give very up-to-date notifications to them. City Council Meeting June 26, 2024 Page 12 of 16 Today, things rapidly changed. Captain Rinzel was down there with Brian and Gary, and our plans kind of keep changing. As far as any kind of police response needed, it would be limited. Our best plan of action right now is we’re going to have our UTV placed at the Hazen P. Mooers there because then our squads can at least get down there, and there’s enough room on the iron brick for our UTV to get across. Once the causeway is closed, we don’t want to be going that way. Deputy Chief Arrigoni will cover what we’re going to do as far as EMS because we have been working with Holcim so we have staging and everything there. As far as police response, very, very limited. I’ve had a lot of people ask about State Patrol; yes, they have a helicopter, but they don’t bring personnel in. We do have the rescue boat or the air boat, and Nick will talk about that. With the rushing water, it’s just not safe to have responding officers who are not trained in water rescues; that falls more on Fire and other mutual aid partners. As far as police, we won’t have staff staged on the island for the weekend, but we will have access for extreme emergencies, but we don’t want to put our responders there into that danger either. So, Nick has a lot to cover. Deputy Chief Arrigoni stated obviously today has been real fluid. I’ve been in contact with Newport Fire Chief Wylie and St. Paul Park Fire Chief Kramer. What happened today is I got a call from Captain Martin this morning, saying hey, I’m down south and we need some help; I said, okay, what do you need? So, the first thing that we had to do was find out how we’re going to best get access if both the causeway and the bridge is completely impassable. So, the airboat went out with one of our firefighters and a Newport firefighter, and they did a little bit of recon, and I’ll kind of show you here. Initially, we did not know if the first fill under the bridge was going to be accessible at all. It sounds like the UTV will be able to pass and that’s going to be Option #1. The same thing as the P.D., if we get a medical emergency or a fire down there, we’ll have medic gear staged, and I was fortunate enough to be at the REP Drill, so I got to brief the majority of the Fire Department on the operations for this weekend and the people that will be staffing the station. So, Option #1 would be very similar: We would go down to that UTV, we’d hop into that, and we could respond to the home. Here at Aggregate, I spoke with Joe, their plant manager, and he gave us pretty much free capacity to use whatever areas we need there, so that’s really awesome of them. This is going to be the launch access; so the airboat today came from Lions Levee, which is closed but is accessible for us, we were able to launch effectively and relatively quickly. From the airboat, they came down to this launch access. They were able to get the boat up on the landing in a dry area, which is great, and then turn around, go back into the water, and go back up to Lions Levee if that becomes our only option. It took them 10 or 15 minutes once they were in the water to get from Lions Levee to Aggregate; obviously, it took them much longer to get from Aggregate back to the Lions Levee, so that was about 20 or 25 minutes. If this is our only method of access, in this parking lot we’re looking at staging one of our fire engines for fire suppression abilities, which was again our limiting factor there is response time. St. Paul Park has also offered to give up an engine for the weekend, but again, much like the police, they won’t be staffed. We will also have one of our Fire Explorer vehicles, some sort of squad there. If we use the airboat, go off in the squad, they will respond in the house. We’re going to have ALS gear ready for them so anything that would usually come in the ambulance will be accessible. They will treat, the only change is obviously they would not be transported in an ambulance back to the boat, it would be in that squad they would go in the boat to land where an ambulance would be waiting for them there. If the bridge idea, which is our first option, holds, it would be a UTV either to the house or we could stage one of those squads on the other side of the bridge, same with an engine. The benefit of putting it at Aggregate is they lock the gate over the weekend, and some of our equipment is a little bit out of sight, out of mind. I’m working with Aggregate to get a key for access for that tomorrow. What I will do then is come up with a final plan, and the whole Fire Department will be briefed on that. We obviously know that if any of this happens, it’s going to tax our resources pretty heavily, so I’ve been in contact with Chief Wylie; they will have people ready to operate the airboat all weekend. What that will look like is that will just be through Dispatch, a Newport Fire page, they will get notified that we need the airboat at Lions Levee, and we’ll meet them there. So, hopefully, we’re all kind of coming together at the same time. Chief Kramer also understands what’s going on; they do have a boat that’s in the water, however it’s like an outboard engine boat, which really limits them when we start getting into the back channels. So, I would not anticipate that’s going to be a good option for us. I’ve also reached out to Hastings Fire Department in terms of mutual aid, so we know that if anything happens that’s going to City Council Meeting June 26, 2024 Page 13 of 16 leave our City a little bit vulnerable for a period of time, so they’re offering to give us mutual aid as needed, the same with Newport, St. Paul Park, and Woodbury. Council Member Olsen asked have you guys talked to the refinery? Deputy Chief Arrigoni replied we have not talked to the refinery. I will reach out to them. I know they have limited fire suppression capability, but if it’s an option, we’ll absolutely use it. Director Koerner stated I left a message with Chief John Wright, too, though if there was anything they could help us with. Deputy Chief Arrigoni stated I will obviously be available all weekend as a point of contact for anything that happens. I’ve told all the crews that if there is a medical for whatever reason on the lower part of the island that’s likely to be closed, I will respond and try to be the Incident Commander for that as well. He asked Director Koerner if I missed anything. Administrator Levitt asked can you just talk about what our fire suppression capacity is with the two apparatus that we’ll have on hand. Deputy Chief Arrigoni replied yes, I’ve decided that we’re going to bring our engine tender down to the island, so that gives us 2,000 gallons of water, which is much better than our typical 750 on our engines or 500 gallons on our ladder truck. I also want to keep our ladders in our town, as they’re specialty equipment, and we would never need that down there. Depending on what St. Paul Park brings, if they bring their tender, we’ll have upwards of 4,000 or 5,000 gallons of water for fire suppression, but with that, we have to make a decision if we take our tender out of the City, I’m likely going to want St. Paul Park’s in their town as well. So, they would provide us with an engine, 750 gallons of water, when it’s all said and done, 2,750 to 3,000 gallons of water. We do have pending, because we’re going to have to do a little bit more recon, and this is what I’m going to work on tomorrow when we finalize kind of the Fire EMS plan, we do have the ability to draft out of the river. With that being said, we’re going to have to kind of troubleshoot that, as the Mississippi has so much sediment. We have not done it since I’ve been on the Fire Department. It’s something that I don't know if it’s actually feasible. If it was a very clean, clear body of water, that would be a for sure thing to be able to draft and then we’d have endless amounts of water, but that’s kind of to be determined. But for sure, almost 3,000 gallons of water for fire suppression. Administrator Levitt asked Deputy Chief Arrigoni when would we use helicopters. He replied so, helicopters, luckily for us Aggregate has multiple landing sites. This would be the primary, and this is the secondary. We’d use helicopters for anything that’s a critical medical; so, something that we’d normally transport by ambulance, a heart attack, a stroke, anything that’s time sensitive. So, if they need to get to the hospital for surgical intervention as soon as possible, something that we normally would not call a helicopter for, we can in this situation. I’ve briefed the majority of the paramedics on the Fire Department, and I want to make sure I hit the rest tomorrow. In conjunction with myself, it will be their call that if they think they need to start a helicopter, we could call LifeLink, and they will be able to get to the hospital much faster, especially if the bridge is not passable. Hopefully, that stays accessible for us with the UTV; that will cut off probably 45 minutes to get more definitive care, but as this is just very fluid, we’re just going to kind of make the call as the weekend plays along. Director Koerner said we have been in communication with LifeLink; Captain Martin spoke with them earlier this morning, so they’re well aware of it. We didn’t want to get ahead of ourselves too much today, but we had already reached out to Camp Galilee also. They had a retreat planned for this weekend, so they’re already cancelling that. Obviously, our last piece was to get in front of the Council and now communicate with the residents. Again, Captain Rinzel is down there right now, and we have some residents here, too, so I can speak with you before you leave. Mayor Bailey asked are we also communicating with the Grey Cloud Township people or is it just Cottage Grove? Director Burfeind replied I spoke with Dick Polta today. Those in the township they don’t have any major impacts, they have one home that has a driveway that would be inundated with water, but obviously they’re able to continue to get out through that upper causeway and that upper box culvert the County owns, and there’s no concerns involving that. City Council Meeting June 26, 2024 Page 14 of 16 Mayor Bailey stated so, they’ll be okay; Director Burfeind confirmed that. Director Koerner stated the emergency manager for Washington County, Doug Berglund, has been involved in many of our conversations yesterday and today, too. Administrator Levitt stated the other thing, too, is Holcim is actually extending the holiday week to their employees, so they’re actually closing down operations on the island. So, they will not be present or need to have any people on site. Mayor Bailey stated in the past, whether it’s situations like this or when we had our PFC water issue, we declared an emergency. Is it your thought that we should do that in this case? The reason I’m saying that is because declaring an emergency, that gets us in line for Federal and State funds to help pay for whether it’s the repairs or anything. What’s our plan for that? Administrator Levitt replied we’re intending that we would declare; obviously, the State has already declared, and we heard that Washington County is going to declare on Friday. So, at this point in time, we would probably, depending if we do interviews on July 8 or on July 10, we would formally adopt that declaration, and it’s okay that it’s postdated because we’re in an emergency. So, at this point, the fact that the State and the County have both declared, it’ll make it a lot easier for us. Council Member Olsen stated and we don’t see a need for any National Guard support or anything like that. Administrator Levitt replied for us, it’s going to be if there’s any damage to the bridge or the causeway that there’d be funds that we would need to recover at that time. Council Member Garza asked what time on Friday, if it closes on Friday, what time will that happen? Director Burfeind replied our recommendation is noon on Friday that it would be closed for the causeway. One thing I’ve been meaning to mention because this can make it frustrating, based on the river forecast, they just did the evening update right now and it stayed the same. The water probably will not overtop that causeway, it’s really that huge safety concern of the water getting under the road section and destabilizing it is why we have to close it. So, it probably won’t go over the top, which is good because if it goes over the top, that’s the major damage scenario. So, just so you’re aware of that, people are going to see this road, it’s kind of water on the side, you’re going to see it come up on the edge of the road but not actually go over the top. Council Member Garza asked will there be concrete barricades or something so that wouldn’t encourage people? Director Burfeind replied yes, so, we are going to do concrete barricades on the causeway. Gary Roloff was here when we had the one flood, and the biggest trouble was with the gawkers and onlookers, they were moving all the barricades back then to get down there to see it better. So, we will be placing Jersey barriers at noon on Friday. Council Member Garza stated it was pretty busy down there last night. Director Burfeind stated there’s heavy traffic, my guys were having a hard time getting through there because there’s so much traffic down there today. Administrator Levitt stated and that will also help security; if people choose to evacuate, then we won’t have additional people on the island. Mayor Bailey stated so when we’re reaching out to all of the residents of Cottage Grove down there, if somebody doesn’t have the ability to stay at a hotel or something like that, are we providing feedback to the American Red Cross or anything like that? Director Koerner replied what I got from Captain Martin today is if they are told they should evacuate and they choose to stay, then it’s less likely that the Red Cross would be involved with that. Mayor Bailey stated I understand that, but if they say, hey, I’m not able to afford to leave. Director Koerner stated Administrator Levitt and I had talked about that; we were going to reach out to Washington County tomorrow about maybe some housing options if people don’t have the ability, where do they go? So, we’re working on that right now. City Council Meeting June 26, 2024 Page 15 of 16 Mayor Bailey stated yes, I just want to be able to share with them that there’s that option if they’re not able to afford to move. Council Member Olsen stated the Armory had an emergency shelter in the past. Mayor Bailey stated but I do know Washington County does normally provide funds for people, like if you have a house fire or something like that, they’ll provide them a hotel for a period of time through their emergency services. So, you will know, though, who’s staying on the island? Director Koerner replied we hope to, yes, Captain Rinzel is going door to door tonight. We didn’t want to just leave a door hanger, and he’s very well versed on what’s going on here, too, if residents have questions. Council Member Khambata asked are you aware of anyone on the island that has any specific medical needs that could need special attention? Director Koerner stated on our form we’re asking if they have a home alarm system in case for some reason we start getting trips to that or something, but then we also ask about any special needs or concerns, medical conditions, mobility, or transportation issues. So, all those questions will be asked of the residents. Deputy Chief Arrigoni stated I was able to look today to see if there was anybody in that part that’s going to be affected, like was transported previously, but also severe chronic medical issues, and there was nothing of concern. Council Member Garza stated I know you mentioned the Red Cross, but did we check with our two local hotels and motels to see if there’s an opportunity maybe to offer our residents a discount or something, encourage them to come over? Mayor Bailey replied they’re usually aware of that and that’s usually where they’ll end up going. Council Member Garza said I thought we could maybe encourage them to offer discounts to those residents. Mayor Bailey stated since you’re here and came to listen, do you have any questions for us here? A gentleman stated we’re from Camp Galilee, so we’re just here factfinding, more than anything else. My question is we’ve got some campers out there, we’re trying to get them off, most of them will have left, but there’s one individual we’re working with, that’s their home; they’re not there right now, they’re on the road, so we’re working with that individual. My question is there a possibility that that road would close, that bridge would close before Friday noon? Director Burfeind replied that’s a million dollar question. We really do our best to dial this in with the Army Corps, like I said, they actually gave like a spot forecast for the river crest and how high it’ll get, and it actually matches up pretty well with what I saw last night. So, that would be noon on Friday. The real challenge is it can change quicker, it’s hard to make it perfect in these backwaters, as the backwaters just act differently than the main channel. I think we’re as confident as we can be that Friday is the date. We’re obviously watching it very closely. If we see it going up faster, we’re not just going to wait to see it; we’ll probably be laying eyes on this every hour or two hours, just to make sure nothing changes quicker. If it does, we’ll be notifying folks immediately. Director Koerner stated Captain Martin has been communicating today with Aaron and Eric, the caretakers. The gentleman said my other concern is if the bridge is closed, that’s great, that will eliminate the riffraff; we get a lot of riffraff out there, on that part of the island. If we all evacuate and there’s nobody there, there’s nobody to stop them. Nobody knows how to read private property anymore, so. He asked how long would you anticipate that bridge being closed again? Director Burfeind replied our hope, based on even the most current update, is Monday when we can get the Army Corps back out there because they want a reinspection of the culvert. We’ll be watching that closely every day, but Monday we’d reinspect it and look to reopen on Tuesday. An unidentified woman stated we also heard reports that the power might be shut off to the island. City Council Meeting June 26, 2024 Page 16 of 16 Director Burfeind stated I’ve been in communication with Trisha Duncan from Xcel and Michael, whom she works with. So, in 2019, they had told us if we were closing off both roads, they were going to cut power to the island. Today they confirmed that it’s not a set policy; what they have to confirm is there’s no underground infrastructure because they would have to deenergize any underground power lines if we close off both roads. I’m not aware of any underground, so I have the contact information for the head person of their control center; they’re out right now just verifying all their equipment that they have and if any of it is underground. As long as it’s all overhead, they will not be cutting power. I do not believe from all of our experience that there’s underground. Mayor Bailey stated it looks like what she sent me is they will not cut power off unless the pole gets damaged. Director Burfeind stated that was definitely a concern for like an hour, earlier on, but we can confirm that’s not the case. The unidentified woman asked if that is the pole by the causeway. Director Burfeind confirmed that and said that would affect the township and Lower Grey Cloud Island. The unidentified gentleman asked has Xcel done anything to try to support that? Director Burfeind replied it still has all of the guide wires in place, stable, and that’s really what’s holding it. It’s actually off to the side. There’s actually a really nice big log, sitting against it, it’s actually protecting it from all the other debris. So, right now, it’s about as good as it can get. There was some talk about maybe putting some riprap around it to armor it, but they were more concerned that that would do more damage than good. Mayor Bailey stated thank you for keeping us up to date. Council will take a brief recess, then we’ll move into the closed session. 14. WORKSHOPS - CLOSED TO PUBLIC - TRAINING ROOM A. Closed Workshop - Labor Negotiation Staff Recommendation: Closed meeting pursuant to Minnesota Statute 13D.03 to consider Strategy for labor negotiations. 15. ADJOURNMENT Motion by Council Member Thiede, second by Council Member Olsen, to adjourn the meeting at 9:13 p.m. Motion carried: 5-0. Minutes prepared by Judy Graf and reviewed by Tamara Anderson, City Clerk. 1 City Council Action Request 7.C. Meeting Date 7/17/2024 Department Administration Agenda Category Action Item Title City Council Special (Closed) Meeting Minutes (2024-06-26) Staff Recommendation Approve the June 26, 2024, Special (Closed) Meeting Minutes. Budget Implication N/A Attachments 1. 2024-06-26 City Council Meeting (Closed) 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 June 26, 2024 COUNCIL CHAMBER 12800 RAVINE PARKWAY SOUTH SPECIAL MEETING (CLOSED) Training Room 1. CALL TO ORDER The City Council of the City of Cottage Grove, Washington County, Minnesota, held a special meeting on June 26, 2024, at Cottage Grove City Hall, 12800 Ravine Parkway. 2. Agenda A. Closed Workshop – Labor Negotiations Mayor Bailey asked for a motion to close the special meeting pursuant to Minn. Stat. 13D.03 to consider strategy for labor negotiations. Motion by Council Member Olsen, seconded by Council Member Thiede, to close the meeting at 8:20 p.m. Motion by Council Member Thiede and seconded by Council Member Garza to open the meeting at 9:12 p.m. Motion by Council Member Thiede and seconded by Council Member Olsen to adjourn the meeting at 9:13 p.m. Minutes prepared by Tamara Anderson, City Clerk. 1 City Council Action Request 7.D. Meeting Date 7/17/2024 Department Administration Agenda Category Action Item Title City Council Special Meeting Minutes (2024-07-08) Staff Recommendation Approve the July 8, 2024, Special Meeting Minutes. Budget Implication N/A Attachments 1. 2024-07-08 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 COTTAGE GROVE CITY COUNCIL July 8, 2024 12800 RAVINE PARKWAY SOUTH COTTAGE GROVE, MN 55016 SPECIAL MEETING - TRAINING ROOM - 6:00 P.M 1. CALL TO ORDER Mayor Bailey called the Special Meeting to order. 2. ROLL CALL Joe Fischbach, Human Resources Manager, called the roll: Council Member Khambata-Here; Council Member Olsen-Here; Mayor Bailey-Here; Council Member Thiede-Here; Council Member Garza-Here. Also present: Jennifer Levitt, City Administrator; Joe Fischbach, Human Resources Manager. 3. AGENDA A. Emergency Declaration Staff Recommendation: Approve Resolution 2024-102 declaring a State of Emergency and directing City departments to operate and support the 2024 flood event under the direction of the Emergency Management Division. Mayor Bailey stated regarding the Emergency Declaration, as you can see, staff is recommending we accept the motion. Motion by Council Member Olsen to Approve Resolution 2024-102 declaring a State of Emergency and directing City departments to operate and support the 2024 flood event under the direction of the Emergency Management Division; second by Council Member Thiede. Motion carried: 5-0. B. Communication Manager Interviews Staff Recommendation: Conduct interviews and evaluate candidates for the Communication Manager position. City Council and staff interviewed two qualified candidates for the Communication Manager position. The two candidates were Daniel Fanning and Phil Jents. Candidates underwent an extensive panel interview process. After the interviews Council agreed to offer the Communications Manager position to Mr. Fanning, subject to a background investigation. 4. ADJOURNMENT Motion by Council Member Olsen and seconded by Council Member Thiede. The meeting was adjourned at 8:25 p.m. Minutes prepared by Judy Graf and reviewed by Tamara Anderson, City Clerk. 1 City Council Action Request 7.E. Meeting Date 7/17/2024 Department Economic Development Agenda Category Action Item Title Economic Development Regular Meeting Minutes (2024-04-09) Staff Recommendation Approve the April 09, 2024, Economic Development Regular Meeting Minutes. Budget Implication N/A Attachments 1. 4-09-2024 EDA Meeting Minutes MINUTES April 9, 2024 CITY OF COTTAGE GROVE ECONOMIC DEVELOPMENT AUTHORITY (EDA) MEETING 12800 East Ravine Parkway Cottage Grove, MN 55016 Pursuant to due call and notice thereof, a meeting of the Economic Development Authority was held on the 9th day of April, 2024, at 7:30 a.m. 1. CALL TO ORDER The meeting was called to order at 7:30 a.m. by EDA President Bailey. 2.ROLL CALL Alexa Anderson, Administration Specialist, called the roll: EDA President Bailey-Here; EDA Vice President Olsen-Here; EDA Member Carey-Here; EDA Member Jean-Baptiste-Here; EDA Member Myers-Arrived after Roll Call; EDA Member Scott-Here; EDA Member Tschida-Here. Members Absent: None. Staff Present: Gretchen Larson, Economic Development Director Brenda Malinowski, Finance Director Alexa Anderson, Administration Specialist Others Present: Ann Bailey, DARTS Jan Hicks, DARTS Charlie Cannon, NorthPoint Development 3. APPROVAL OF MINUTES 3.1 Approval of February 13, 2024 EDA Meeting Minutes EDA Vice President Olsen made a motion to approve the February 13, 2024 EDA Meeting Minutes. Motion was seconded by EDA Member Tschida. Motion passed unanimously (6-to-0 vote). 4. BUSINESS ITEMS 4.1 DARTS Presentation EDA President Bailey stated Jan Hicks and Ann Bailey will be giving a presentation on DARTS, after which EDA Members will be welcome to share any questions. Ann Bailey, President at DARTS, stated we wanted to give you an update this morning because we’ve been operating a loop in Cottage Grove for four years now. It’s always nice to give you an update to see how that is going, and we’ve also added some additional services. DARTS is turning 50 this year so it’s a happy birthday. We continue to help seniors live independently and we support the caregivers of seniors. We do this through a variety of programs, as well as using a lot of volunteers. Our mission is Creating Connections that Enrich Aging; that enrich portion is more than providing a service to an older adult, it’s also making sure that those older adults still have a place in our community and can get out and about in the southeast metro. Ms. Bailey stated we really are about Economic Development Authority - Minutes April 9, 2024 Page 2 of 16 just in time services, and that’s not by design, that’s by how life works. We can tell people as many times as we want that we’re here, we’re able to support people, and you don’t retain the information until the day you need it; so, we are there to help people who often are at a point of crisis, a decision point in their lives or in the lives of the person they’re caring for. You can see in 2023 we served just over 2,000 clients in the southeast metro, and this is a distribution of where the services fell, where people were registered for services. About ¼ of our folks use more than one DARTS service; so, they may use transportation and home cleaning or something like that. So, transportation still is the lion’s share, but home services, which includes outdoor chores, cleaning, and home repairs is the next runner up. She stated I haven’t mentioned service coordination. That is where we help somebody, in some cases we’re on site in CDA-operated buildings in Dakota County, in some cases we just go to people’s individual homes to provide the information that they need to get the services they need to continue to live successfully. An example might be that somebody’s living independently, and they come down and say well, I don’t really feel like cooking anymore, and we help get them the appropriate meal service so that they can continue to be successful living in their own home. Ms. Hicks stated she is the Director of Programs, so really I’m the Director of Transportation and the Director of Home Services, which are a couple of our bigger services that we offer. You all are probably familiar with our community loop service, which runs every Tuesday, so it will be running here in a couple hours. It goes to more of your densely populated senior locations, including Legends, Norris Square, Woodland Park, and then that whole little area in Hinton and Hearthside. Then it goes to places like Hy-Vee and Walmart and pretty much up and down East Point Douglas Road; as usual, Walmart is the most popular destination. For seniors in particular, here in Cottage Grove, getting from quite a bit north down to Walmart is no easy task; so, we’re a really easy low fee, $3, and we never turn anyone away for inability to pay. They can hop on the bus and they can ride along all day for four-or-five hours and go to as many places as they want. So, that’s really going well. Later this week, I’ve got a meeting with the Basic Needs Food Pantry, so we’re going to start using the loop to pick up individuals who are in need of food support. We’ll pick them up in the Woodland Hills area, over by the library, and then take them down to the food pantry. So, that’s going to be kind of an interesting new thing, and we’ll give you updates on that. We also offer group rides for individuals. So, somebody might want to go to the Twins game or the senior population might want to spend the day going to the arboretum or somewhere else in that area. Individual rides: We do have quite a few Cottage Grove residents, but I’m not familiar with how your Metro Mobility status works here, if you’re an on-call area or if you are in the ADA-required area. EDA President Bailey stated unfortunately, no. Ms. Hicks stated that is something that we do offer, and we’ve got affordable rides through the Older Americans Act that your residents can call for transportation. It requires a little bit of registration, but anybody 60 or over qualifies for some of our funding programs. So, that’s really handy and the loop provided 647 rides in 2023, and I don’t have the number of how many people took individual rides, but there were quite a few. Ms. Hicks stated the other big service that we offer is Home Services: Home cleaning, home modification and repairs, and outdoor chores. We’ve had some forays into outdoor chores here where we have some volunteers who help people with fall cleanup, lawn mowing, and we were lucky to find a snow removal contractor this year, who was able to help several of your residents with snow removal. What I really want to hit on is our home modification and repairs; this is a first for a lot of older adults. They’re not able to get on a ladder anymore, and something as simple as changing out the batteries in smoke detectors and carbon monoxide detectors can be a big barrier. Something like a grab bar can help with accessibility in a shower. We offer very affordable home repair prices; it’s $100 for the first hour and then $70 after that. We offer some subsidies for those who cannot afford it, Economic Development Authority - Minutes April 9, 2024 Page 3 of 16 a sliding scale. We focus on three major areas: Safety, Accessibility, and Independent Living. Safety is obviously smoke detectors, maybe enhancements to stairways so that somebody can walk up the stairs. Accessibility is things like grab bars and handheld showers, and we can offer something simple like fixing a couple of deck boards to make it safer for somebody. Independent Living: One of the things that we don’t always think about with this is like hanging some curtains or artwork because it makes a home feel nicer. When my home feels nice and my home looks good, I feel better about myself and I’m able to stay in that home because my overall self esteem is up. So, that’s one of the things that we can do with our home repair. I think right now our time is 1 to 1.5 weeks before we can get somebody scheduled, but I would highly suggest offering that as something that’s available for your folks. Ms. Bailey stated to your individual ride question, about 2% of the services that we provided in Cottage Grove were individual rides. Ms. Hicks said we did have some home repairs here, too. Ms. Hicks stated we do have volunteer opportunities; Ann will speak about Learning Buddies and Pen Pals. Ms. Bailey stated Learning Buddies and Pen Pals is a program where we have older volunteers partner with elementary schools to provide whatever the teacher needs in the classroom: Tutoring, reading, and help. Our Learning Buddies program coordinator has actually spoken with a couple of the elementary schools, and we have commitments that there are teachers in the elementary schools in Cottage Grove that would like this assistance. So, we will be doing a bigger push for volunteers for next school year so that we have enough volunteers to help out those classrooms. It’s one of those things that every so often we survey every volunteer and every client annually; to quote one volunteer, the Learning Buddies gave meaning to my life. I think a lot of times when people retire, they lose that little compass point, and having a meaningful volunteer opportunity really makes a difference. So, we’re excited to be able to bring that into the Cottage Grove area. Part of the reason for the expansion of home services into the southern Washington County area has been because for the last two years, the Department of Human Services has a Live Well at Home grant; that’s how we’ve been able to fund the expansion into southern Washington County and offer a sliding fee or adjustable rates to people. Ms. Hicks stated we should say that these are available for the whole Highway 61 corridor; we’re not going to Woodbury, but we like Cottage Grove, St. Paul Park and Newport. So, any of those areas. She asked if there were any questions for us, but none were asked. EDA President Bailey said thank you for coming in and sharing this information. I think when we set this in motion a few years back, obviously it’s been successful for the seniors that need that support. I do know our Washington County Commissioner is having a transportation workshop this afternoon. One of the things that she is really interested in is trying to get some additional, maybe DARTS, services in Cottage Grove that would actually go to the food shelf, as an example, in St. Paul Park. So, I believe she’s going to be speaking on that to the Washington County Board later on this afternoon. Ms. Bailey stated we sent her the same data, so she should have that. The thank you really reflects back to you, as a Council, you took a chance on saying this was an important service to provide and we thank you. I think that it’s a really augmented service, and it really speaks volumes to what you feel about all the residents of Cottage Grove; you’re really focusing on any age, so thank you again very much for remembering our older residents. EDA President Bailey stated thank you for coming in today. Ms. Bailey stated older, mind you, is defined as 50 and up, so that’s me; EDA President Bailey stated that’s me, too. Thank you. 4.2 ECONOMIC DEVELOPMENT UPDATE/BUSINESS INQUIRY Economic Development Authority - Minutes April 9, 2024 Page 4 of 16 Gretchen Larson, Economic Development Director, gave the Beige Book report: Employment, Prices, and Consumer Spending: They’re all either slightly down or modestly okay, as far as increases. Construction Activity: Is down. Commercial Real Estate Activity: Is kind of flat. Office Market Sector: Is soft. Residential Real Estate: Remains subdued. The theme for the day is the economy is okay, but it’s not going gangbusters, essentially. Manufacturing Activity: Increased slightly. Agricultural Conditions: Sales fell. Minority and Women-Owned Businesses: Reported lower sales and profits since the last report. So, this quarter we’re struggling a little bit, but hopefully it’s going to be turning around. You’ll probably hear a few things in the upcoming presentations that will explain some of that as well. Cottage Grove Construction Updates: Hohenstein’s: Their drive-through cooler has been installed, and the interior office framing has begun. So, obviously, the really nice weather this winter has caused all the construction activities to exponentially be completed faster than they probably originally intended or could have done. Low-Zone Water Treatment Plant: The footings are in, the slab is poured, and of course the walls are going up. If you’ve driven over there, it’s moving along quickly. Chase Bank: The walls are up, the building is taking shape. The parking lot has been dug up, and now they’re working on some of the interior and exterior completions on the building and the landscaping. O2B Kids: They are moving along really rapidly, interior framing is continuing, and interior trade work has started. They are ahead of schedule as well. Okoruwa Pediatric Dental: You are finally going to have a pediatric dental office in Cottage Grove. Dr. Okoruwa has applied for a permit for a new office space in the Summerhill Building, so that’s going to move along rapidly. He’s still working with MCCD on some financing. Bluestem Senior Apartments: The building permit has been issued. The City Council saw in their last report photos of it, so it’s moving along rapidly; that’s located just across from Grove80, and that’s the affordable senior housing project. Norhart Apartments: They’re building plans have been reviewed, and a review letter provided to the new market-rate apartment building. It will be located at Hadley Avenue. 4.3 3RD AMENDMENT TO AMENDED AND RESTATED CONTRACT FOR PRIVATE DEVELOPMENT (NORTHPOINT) Director Larson stated you’ve already approved two amendments to the agreement; the first one was back in May 2022, the second one was in February 2023. All of them are essentially for the same reason, the market is still soft in the industrial area and the projects are just not moving along as fast as they had hoped because they can’t secure the tenants that they need. Generally, when you secure the tenant, then you build the building. So, in January they met with the Mayor, the City Administrator, and staff, and they said they’re still delayed; they’re not getting the tenants that they had hoped for. Director Larson stated that Charlie Cannon with NorthPoint is here in case there are any questions after I’ve finished presenting the request. As a part of this 3rd Amendment request, we had our financial consultants and TIF attorney look at the request and if approved, it would result in some changes to their plans as follows: •Commencement and completion dates will change for Phase 1a and also for Phases 2-4. •Building sizes will also change with the net (88,000 Square Feet lower); the building size for Phase1a is substantially lower, but some of the other ones are larger. In a development of 3.4 million square feet, that’s really not a lot of difference. There are other things going on in the Business Park that may also change this as well. •The jobs created will decrease from the projected 1,870 to approximately 1,200. •The amount of the TIF generated will decrease from approximately $12.5M to $7.6M. •This request will also result in a note that will never be paid off because of the timeframe of the actual TIF District, which Director Malinowski confirmed yesterday was 8 years. •The ability to decertify the District early will likely not happen because of the timing as they have pushed their timeline for completion out to 2028. Economic Development Authority - Minutes April 9, 2024 Page 5 of 16 Charlie Cannon, Development Associate with NorthPoint Development, stated he’s fairly new to this project, but he’s been with NorthPoint for a couple years now. He spoke about the two existing buildings. Building 1: Lumbermen’s signed a lease a couple months ago they are moving all their product and getting situated, which is god news. That leaves about 90,000 square feet in Building 1 vacant. Building 2: Is 500,000 square feet and is still vacant. EDA President Bailey asked if the EDA Members had any questions: EDA Member Jean-Baptiste stated he had a question and needed some clarification. If I understand this correctly, the TIF is being reduced, but then it’s nonrecoverable, correct? Director Larson replied the TIF is being reduced because the increment will not be created because of the delay in the buildings. So, you operate under a pay-as-you-go system, so it’s just going to reduce the amount that NorthPoint would eventually get in their payout, and that could reduce to zero depending on how long this takes. EDA Member Jean-Baptiste asked how much of that previous amount would have been recovered, of the $12.5M. EDA Member Carey stated it notes here the request will also result in a note that will never be paid off; he asked EDA Member Jean-Baptiste if that’s what he’s referring to. EDA Member Jean-Baptiste replied yes. EDA Member Carey asked if it could be clarified what that means to the City and the taxpayer. Director Larson stated Brenda Malinowski, our Finance Director, will clarify that. Director Malinowski stated when a TIF District is created and a Development Agreement is done, there are certain things that are thought will happen; so, at that point, we thought that available tax increment would be $12.5M. Because of the delay in the project, the tax increment that will be able to be created over the life of the District has now been reduced to $7.6M. So, with a Pay-As-You-Go (PAYGO) note, such as is with NorthPoint, the developer pays those upfront TIF expenditures. For example, the street improvements in that area that they were responsible for as part of their Development Agreement, they pay those costs, and then the City or the EDA pays them back, with that tax increment. So, because of the delay in the project, we know that the tax increment that will be generated will be less; that is why that note has been reduced. Recommendation By motion: Approve the Third Amendment to the Amended and Restated Contract for Private Development by and between the Cottage Grove Economic Development Authority and NP BGO Cottage Grove Logistics Park, LLC, as presented. EDA Vice President Olsen made a motion to Approve the Third Amendment to the Amended and Restated Contract for Private Development by and between the Cottage Grove Economic Development Authority and NP BGO Cottage Grove Logistics Park, LLC, as presented. Motion was seconded by EDA Member Scott. Motion passed unanimously (7-to-0 vote). 4.4 Tax Increment Revenue Note (Up North Plastics) Director Larson stated Up North Plastics has been in the City’s Business Park since 1981. You approved the creation of TIF 1-19 in January 2019, as they wanted to expand their business operation. They added a 428,000 square-foot facility, and they created the 200 jobs that were a part of their TIF Agreement. In 2019, they also applied for the Minnesota Investment Fund and the Job Creation Fund; both of those were closed out last Fall, so they’ve gotten their money there as well. Economic Development Authority - Minutes April 9, 2024 Page 6 of 16 Their entire project is complete, their paperwork has been certified by Ehlers, our City financial consultants. There’s a TIF Note now to be issued, not to exceed $892,000, and their first payment will be due on August 1, 2024, and then February 1 and August 1 of every year thereafter, with their final payment on February 1, 2030. We’d be happy to answer any questions about that, but essentially this just closes out that project, and you have a recommendation before you; no questions were asked. Recommendation By motion: Approve Resolution 2024-04 approving the issuance of, and providing the form, terms, covenants, and directions for the issuance of a taxable Tax Increment Revenue Note, series 2024-A, in an aggregate principal amount not to exceed $892,000. EDA Member Myers made a motion to Approve Resolution 2024-04 approving the issuance of, and providing the form, terms, covenants, and directions for the issuance of a taxable Tax Increment Revenue Note, Series 2024-A, in an aggregate principal amount not to exceed $892,000. Motion was seconded by EDA Member Carey. Motion passed unanimously (7-to-0 vote). 4.5 TERMINATION OF CONTRACT FOR PRIVATE DEVELOPMENT MODERN AUTOMOTIVE PERFORMANCE (MAP) EDA Member Carey stated I’ll be recusing myself from this discussion. Director Larson stated Modern Automotive Performance (MAP) was the tenant in the building at 9800 Hemingway Avenue. In May 2019, you created TIF District 1-18 and they made the capital investment and created the agreed-upon jobs, per the TIF Agreement. However, in late 2023, MAP determined that they would allow their lease to expire on the building in early 2024. Staff then went over to the building, visited with the brokers, and confirmed that MAP was no longer open for walk-in business, per the signs on their door in January 2024. So, that began the process of the TIF decertification because once you lose the tenant, then it’s not operating according to the TIF Agreement originally provided. So, the building owner of 9800 Hemingway Avenue was notified in January of the default event because the tenant was leaving and/or had left. They were given 30 days to cure the default; they haven’t found a tenant that we could even possibly consider transferring a TIF to, so that did not work out. So, now before you is a consideration to terminate that agreement and the Taxable Increment note and then decertify taxing entity TIF 1-18. That’s the recommendation before you, and we’re happy to answer any questions. EDA Member Tschida stated I guess I’m a little new to TIF. If they find a new tenant later on, I guess we’re turning it off now, are they able to turn the TIF back on if they do find a new tenant? Or is this the end for them? Director Larson replied no, this would end this district.. EDA President Bailey stated it was funny because before this meeting started I said this is one of those weird meetings where we have three different, separate TIF-type items happening. So, I was asking staff to be prepared for some questions because it’s different than we normally deal with. Director Larson stated they had their PAYGO and they were receiving their payments, the District itself has collected enough money so that the City will not be out anything, and that’s the value of PAYGO’s. The only entity who obviously doesn’t get anything is the person who owns the building because it ceases. They’ve gotten approximately half of the PAYGO, and now the rest will just cease because the increment will cease. Economic Development Authority - Minutes April 9, 2024 Page 7 of 16 EDA Member Tschida said okay, fair enough. EDA Member Jean-Baptiste stated in the event that this was done, they broke the agreement a while back at a point in time where the City was kind of upside down in their financials, do we have anything moving forward in our agreements that would allow us to recoup anything so that we are not out any money? Director Larson replied yes, you do, you have either lookback or claw back provisions or both, depending on the type and style of the note. So, the City’s financial consultants and our City Administrator and Finance Director always make sure we’re covered. Recommendation By motion: Approve Resolution 2024-05 terminating the contract for private development and Tax Increment Financing note for Modern Automotive Performance in TIF District 1-18. Approve Resolution 2024-06 Requesting Decertification of Tax Increment Financing District 1-18 and direct EDA staff and consultants to send the Resolution to the Washington County Auditor to decertify TIF District 1-18. EDA Member Scott made a motion to Approve Resolution 2024-05 terminating the contract for private development and Tax Increment Financing note for Modern Automotive Performance project in TIF District 1-18. Motion was seconded by EDA Tschida. Motion passed unanimously (6-to-0 vote). EDA Member Jean-Baptiste made a motion to Approve Resolution 2024-06 Requesting Decertification of Tax Increment Financing District 1-18 and direct EDA staff and consultants to send the Resolution to the Washington County Auditor to decertify TIF District 1-18. Motion was seconded by EDA Member Myers. Motion passed unanimously (6-to-0 vote). 4.6 PROPOSAL TO PREPARE A HOUSING NEEDS ASSESSMENT Director Larson stated in January 2024, the City Council accepted the staff recommendation at our Strategic Planning workshop for completion of a housing study. Discussed at the workshop was that a study was needed so that we could know: Who was moving in, who was moving out, why they’re moving out, if the housing is affordable enough, do we have enough market-rate versus affordable. So, we thought the time had come to make a recommendation to actually have an official study done. Staff researched options, and the team at Maxfield Research comes highly recommended; they do over 100 housing studies every year. The study will take approximately 120 days to complete, and the cost for the study is $22,875. You’ll see on your screen the flowchart: They look at our policies, our housing stock, they do the demographics and employment, they do an economic development analysis, and they have a demand gap analysis. So, what do we have, what don’t we have, what could we use, and how is any of the housing being used. Then they’ll make some recommendations to the staff and then we’ll bring the report back to the EDA for review. We’d be happy to answer any questions. EDA President Bailey stated I’ll just make a quick plug, and maybe EDA Vice President Olsen could, too. What we hear a lot in the community in various venues, avenues, social media is that either we’re growing too fast, we’re not growing fast enough, we don’t have enough of this, don’t have enough of that. Do people want small houses, big houses; I mean, this is going to kind of give us an idea on all of that to make sure that we have our finger on the pulse of what the future looks like from a growth standpoint. Are we looking to build certain types of homes, apartment buildings, affordability, Economic Development Authority - Minutes April 9, 2024 Page 8 of 16 etc. From what I hear, we’re doing pretty good compared to our friends to the north on affordable housing, but we need to understand what that means for the citizens of Cottage Grove and people who want to move here. So, that’s a part of the discussion that Council had at our workshop in January, making sure that we have a good, solid understanding of what the future holds looking down the road for the types of housing, what’s changing, and what’s happening for the future. EDA Vice President Olsen stated with respect to housing, it’s a complicated issue in many regards because what you see depends on where you sit; hence, the reason to have an objective third party do this study for us so that we can strategically and tactically attack the problem, if there is a problem, in the appropriate manner. To the Mayor’s point about folks sharing their opinions on all the various social media sites or when we’re at a meeting or when we’re at an event, we frequently hear about housing stock in the community. Those of us who’ve grown up here know that for years and years and years the affordable housing in the City was considered to be the Thompson-Grove side, and the Mayor and I grew up over there. But even the properties that were original Orrin Thompson homes on that side of the highway are kind of breaking over that $300,000 mark for purchasing; so, the perception of what’s affordable and what isn’t changes, it fluctuates year over year. I think that’s another argument for the study to be done by an objective third party. We are mandated as a community to have a certain amount of affordable housing, that’s mandated by the Metropolitan Council, and so are all the other communities in the area. So, making sure that we’re doing our part is a critical element of what we do with regard to our zoning and our planning. And you’ve all read the news, supposedly the Twin Cities is short 100,000 domiciles at the moment for people who actually want to live in the Twin Cities. Development continues to be one of those sort of hot-button issues, what should it look like, where should it go, so on and so forth. Something that I found interesting in digging into this topic a little bit was from approximately 1980 to 2010, the City of Cottage Grove grew from a population perspective or from a development perspective somewhere in the neighborhood of about 2.75% annually, on average. Since 2010, that number has dropped significantly, to about 1.5% annually. So, the City is not growing nearly as fast as it did in its heyday. But we are still growing; we’re trying to grow intelligently, we’re trying to be wise about where we put housing and what sort of housing we put there. This study’s going to help us maintain focus on that and move forward in the appropriate manner, and it is necessary. The City is going to continue to grow, it just is, and as I said earlier, there’s certain things that we have to follow relative to our Comprehensive Plan and the Metropolitan Council. We want to follow that, we want to be inline with the guidance that we get from the State, from the Metropolitan Council, etc., but we want to do it smart. We want to make sure that we’re wise. This study will certainly help us do that, so I’m all in favor. EDA President Bailey asked if there were any questions or suggestions from the EDA Members: EDA Member Tschida asked if we had ever done a study like this before? Director Larson replied not to her knowledge; however, Council Member Olsen noted that one was done before Director Larson worked for the City, but it was a long time ago and he felt a new study was needed. EDA Member Tschida stated I agree that this is completely necessary because I love talking about housing. I love the idea of a third-party study, I think it’s really important to know what we’re looking for. When you talk to builders, they say it’s government regulations that are a problem, and when you talk to government, they say it’s the builders not building what people want. So, a third party is fantastic if they’re looking into that. Now, I’m excited about it and I’m excited in 120 days to see what we get back. EDA Vice President Olsen stated I just want to respond to the question of whether we’ve done this before with a little more color for you. Several years ago, I want to say 2012-ish timeframe, we Economic Development Authority - Minutes April 9, 2024 Page 9 of 16 had a housing summit, so to speak, down at River Oaks. We brought in realtors, we brought in developers, we brought in homebuilders, etc. We got everybody in the room, and we spent a number of hours talking through exactly what you just suggested about sort of what came first, the chicken or the egg; is it regulations, is it building materials, is it lot sizes, what have you, because we truly wanted to understand. I’m going to give credit to the Mayor here because when we stepped into our current roles in 2008, the economy was in a really bad place, and one of the things that we had to do our first year is we had to cut about $900,000 out of our budget in the first year that he started as Mayor and I as a City Council Member. It was a tough time. But one of the things that the Mayor stated at that time to the Council and to the staff was we know that the economy is going to turn around, and we want to be prepared for that. We want to be out in front, we want to make sure that we have all our ducks in a row when things change so that we can move forward quickly, and we did, and that study was part of that; that conversation was a part of that so that we had a better feel for how do we make sure that builders, developers, etc. feel like Cottage Grove is open for business and we’re ready to go to work. And so we streamlined our permitting process, we took a very hard look at some of our ordinances, which we just did again this year, and we made some pretty significant changes in the way that we do business. That led to what we’re experiencing now, which is what I would describe as intelligent growth, but growth nonetheless, and very consistent growth, year over year over year over year. So, we definitely dug deep, but as you know, the markets change constantly, they’re always fluctuating. So, we felt like it was a good time to sit down and do that again, and we meet with those folks regularly, we try very hard to understand their points of view, while still maintaining the integrity of the community in a way that we feel is appropriate. I think this will definitely help us take the next step, and then I’m certain that eight-to-ten years from now we’ll take another step and so on, just to make sure that we’re still on track with the market. That information that we got was good information, but it’s kind of old right now. So, new information’s good. I hope that’s helpful. Recommendation By motion: Approve the attached agreement with Maxfield Research & Consulting for the creation of a Housing Needs Assessment for the city in an amount not to exceed $22,875. EDA Member Tschida made a motion to approve the attached agreement with Maxfield Research & Consulting for the creation of a Housing Needs Assessment for the city in an amount not to exceed $22,875. Motion was seconded by EDA Member Jean-Baptiste. Motion passed unanimously (7-to-0 vote). 4.7 GROW MINNESOTA! PARTNERSHIP PROGRAM Director Larson stated the Grow Minnesota! Program is part of the Minnesota Chamber of Commerce. Economic Development Agencies, and other organizations in the business of economic development can join Grow MN! however, they’re not a member of the Chamber. We thought in reviewing this that it kind of really complements the reigniting of our BR&E Program and what we’re going to talk about in the workshop here in just a little bit. Some of the services that we think kind of stand out is they have specialized software to tabulate survey results, so that’s something in your plan we won’t have to purchase. They’ll provide assistance on BR&E visits, they will produce customizable reports of Statewide business trends and demographics, and our businesses can use their supplier match program database to find local suppliers that might more fit with their business needs, rather than trying to go out of state for certain things. Overall, we think it’s a real complement Economic Development Authority - Minutes April 9, 2024 Page 10 of 16 to what we’re doing, so we’d like to try it out for a year, and then we’ll do an evaluation and see if it gave us everything that we thought we were going to get, including like shared surveys and online surveys and those sorts of things. Again, we’ll talk more about that in the workshop. The annual cost for the Advanced Partnership is $1,000 and we would recommend our participation. EDA President Bailey asked if the EDA Members had any questions: EDA Member Tschida asked do we know how many other cities or EDAs are utilizing this; I assume it’s something that most local Chambers of Commerce are doing. Director Larson replied, interestingly enough, I asked that question just the other day, and there are 80 organizations of various forms who cannot be members of the Chamber but are Economic Development Agencies. So, 80 is pretty good in this area. They’ve conducted over 14,000 business visits and surveys over the past five years that they’ve been doing the concentrated program effort. Our local Chamber actually benefits from this partnership because they are allowed to have access; so, we have to coordinate it with them, but they’re allowed to have access to the same things we have access to without an additional charge to them because they’re a member of the Chamber itself. So, we see it as kind of a really neat partnership because then the Chamber can reach to their membership base, which helps us because there are only so many business visits we can make in a year. EDA Member Myers had a clarifying question as a former president of the Chamber: Does that benefit mutually flip if the Cottage Grove Chamber spends this $1,000 next year and in the future, is that something to work with Laurie on to continue to support the City? Director Larson replied sure, we can talk about that. EDA Member Myers stated I was just curious because I talk with Laurie; Director Larson stated I have no idea why it wouldn’t work that way. EDA Member Myers stated I know she is involved in the Minnesota Chamber; I’m just wondering if this has been filtered to her. Director Larson stated yes, we’ve actually had group meetings with Sean O’Neil, our point person at Grow MN, with Laurie; so, Laurie knows that they’re going to get access to this and then it’s just a matter of the coordination because, obviously, we don’t want to try to visit or survey the same businesses. Recommendation By motion: Authorize participation in the Grow Minnesota! Program at the Advanced Partnership Level in the amount of $1,000. EDA Member Myers made a motion to authorize participation in the Grow Minnesota! Program at the Advanced Partnership Level in the amount of $1,000. Motion was seconded by EDA Member Jean-Baptiste. Motion passed unanimously (7-to-0 vote). 4.8 DOMINION CERTIFICATION OF COMPLIANCE Director Larson stated this is not an action item, this is just a report to the EDA. For those of you who are newer to the EDA, one of the requirements of the Dominion TIF Agreement that the EDA entered into with them was that they would report annually and make sure that they are in compliance with their TIF. Their TIF requires that 80% of the housing units be affordable senior housing and another 20% is affordable but not necessarily restricted to seniors. If any of you recall some of the previous conversations in either City Council Meetings or elsewhere, you can’t say it’s just senior housing; the Federal government requires that a percentage of the housing be utilized by people who may not be seniors but otherwise would be considered disadvantaged and qualify for affordable Economic Development Authority - Minutes April 9, 2024 Page 11 of 16 housing. On February 13, we received a Certificate of Compliance from Dominium, it was in your packet, along with the Tax Credit Project Report, Unit Status, but that report is not in your packet because it’s confidential information; it’s literally everything about the tenants, so that one you don’t see, but it will stay on file with the City. Staff reviewed those documents, discussed it with the Finance Department, and we concur that they are in compliance with their Development Agreement. Again, no action is needed, but we’re happy to answer any questions about it. EDA President Bailey asked if there were any questions from the EDA Members: EDA Vice President Olsen stated with regard to Dominium and their certification process, I’m curious if we have gotten any additional information from them on their rental increases for this year. I know that the last couple of years there was some noise about overly egregious increases in rent. One of the things that Dominium shared with us in both of those circumstances was they were simply following the law, HUD sort of guides that process for entities like Dominium. Has there been any dialogue this year about rental increases? Director Larson stated there has been an increase for 2024 and she had asked them the other day to confirm the increase and they have not. However, at meetings with the City Administrator, the Mayor, and I with one of the owners of Dominium he said the increase for the 2024 is 4%, but you can’t tell that by what they produced unless we literally compared every single unit, which we did not do. I’ll get that answer back to you if they confirm that it was more than 4%. EDA President Bailey stated if the public or the EDA Members understand, Dominium has been in the news because there have been some concerns about the high rates of the rents, how much they went up, and then there are some concerns about parking fees and more electrical fees. Director Larson stated they so seem to have a lot of add-on fees, so that would affect the percentage increase in rates. EDA President Bailey stated I actually worked with a tenant to kind of provide some data and some information that they’re getting, and then also provided it to the County. Jointly, the City of Woodbury, Cottage Grove, and the County submitted a letter of concern to the Attorney General’s Office; we just want to make sure that seniors everywhere are not being gouged when it comes to all of these extra service fees that get placed on some of these charges that they get. One of the other things I will say is affordability is also kind of a slippery slope. The reason I say that is what is deemed affordable in Washington County is not the same as what may be affordable in Hennepin County, Ramsey County, or Dakota County; it’s all based on the Area Median Income (AMI) in that county. Ironically, Washington County has some of the highest AMI in the State of Minnesota. So, of course, what’s considered affordable in our community or Washington County is a higher number than if somebody were to move to a different county or different city. So, that’s been the challenge, trying to educate and understand why it’s so much more to live at a Dominium subsidized housing product in Cottage Grove than maybe somewhere else within the metro. Director Larson stated as a Council, you’ve done a great job; you’ve had Trellis and Roers Companies come in, and those are going to be very affordable. The Council has been transmitting their philosophy that they want affordable to be affordable and have done a lot of things that have caused builders to think they better pay attention to that. So, that’s a good thing. EDA Member Tschida stated I guess Dominium says they’ve raised rents 4%; can we try to verify that? Director Larson said yes, we are trying and will advise what we hear back. EDA Member Tschida stated that’ll be really great if you can. Do we know what the increase in Social Security was last year, because they’re on fixed incomes, their income doesn’t go up on AMI. Economic Development Authority - Minutes April 9, 2024 Page 12 of 16 Director Larson replied Brenda is looking it up right now. It’s not a lot, it’s like a couple hundred dollars a month for the person who is just on Social Security. Brenda stated the increase was actually 3.2%. EDA Member Tschida stated it was 3.2%, and it’s a 4% rent increase, so that’s close. EDA Member Jean-Baptiste stated so, as part of that, I know they’re kind of guided by HUD, as far as what their rent increases can be. Do we have the opportunity to kind of say if you’re going to be in this City, this is your new rent increase, and make sure that they’re not going above and beyond a certain amount? Director Larson replied well, yes and no. It’s a good question, but it’s complicated, and the two Council Members have been through many times. According to our City Attorney, you can’t place rent controls on builders because some things are mandated by state law which takes precedent. HUD has their mandatory range and right now you can raise rent as much as 12.5%. But just because you can, should you? And those are the types of conversations that the Council has with people who want to do affordable housing; I know you can, but should you? So, when they were discussing this with Trellis for example, Trellis shared that have never raised their rents more than 3% in any given year. They even showed us proof of that, so, it’s a different philosophy for them. EDA President Bailey stated it’s a great question because using Trellis as an example, we are as a City EDA giving some cash, not TIF, but cash, am I correct? Director Malinowski replied we’re giving a forgivable loan of cash, but it is from one of our old decertified TIF Districts, TIF 1-8, which was a housing district. EDA President Bailey stated and the purpose behind that was to make sure that percent of AMI is 30%, which is extremely low compared to everyone else. When they came in and said that, they told us if we could help them with this bit of money, and it’s not significant, they could keep that number that low. We said absolutely, that makes more sense. Actually, at one point we discussed or verified with The Legends, Dominium, just to make sure they were following, which is why you’re seeing this; we wanted to make sure that they are doing what they’re supposed to do. There might be some other things in there that we might be concerned about, but the reality is from a TIF Certification of Compliance, they’ve actually been achieving it. I think the Council and the EDA have been much more aware now of what is truly affordable, and if there are certain things we can do as a community, a City, and EDA to help bring better projects to town that are much more affordable, then we’re more willing to entertain that. 5 PUBLIC HEARINGS - None. 6 OTHER BUSINESS 6.1 EDA CALENDAR EDA President Bailey stated the EDA Calendar has been provided. 6.2 EDA COMMENTS EDA Vice President Olsen stated there was a lot of good stuff on the agenda today. If you’ll notice, pretty much everything revolved around TIF. I’m new to the body this year, I’ve been on the body previously, but I’m new to this group. What I don't know is whether there’s ever been any training from our TIF attorney on what TIF is, how it works, why we use it, etc. Further, understanding that TIF is just one tool in the toolbox, as it relates to economic development: Some cities love to use TIF, it’s their preferred method, others don’t. Some communities like to use tax forfeiture, tax abatement, or loans. So, I’m wondering would there be any value at some point having a workshop with our TIF attorney and/or Ehlers to just explain to the body these are some of the tools that are available to us. This is what we’re doing currently with TIF, this is why, just to make sure everybody’s Economic Development Authority - Minutes April 9, 2024 Page 13 of 16 up to speed because it can get complicated, it can be difficult. When you talk about increment, what is an increment? What does it mean, how does it occur, those kinds of things. I just wanted to suggest that maybe there’s a conversation there about doing some training; maybe not, maybe it’s already been done, but I just wanted to share that. I had a resident reach out to me about something the other day that I thought was interesting. On our City website, if you’re looking to get information on a specific project, it’s a little bit cumbersome. The suggestion that the resident made was wouldn’t it be neat if we had a “What’s New” page. Just here’s what’s new, here’s what’s going on in terms of economic development in the City; whether it’s a road project or the new Chase Bank, so on and so forth. Because I think the #1 thing we get asked as Council Members, and I know the Mayor does, because he puts little updates out on his Facebook page, hey, what’s coming to town, when is it coming to town? What about this, when will that happen, how come Kwik Trip’s not here yet, what are we doing with this and that? So, maybe a What’s New homepage on our website where people could then click through to look at either a packet or drawings or whatever might be a way to really ensure that #1, we’re being as transparent as possible with the public, but also #2, they can just find it without needing to kind of wonder and then figure out which packet it was in, if it was a Planning Commission meeting or was it an EDA meeting. I just wanted to suggest that as something that came my way from a resident. I know we have an outstanding Communications staff, so maybe that’s something they could think about. EDA Member Myers stated just to reply to that, we did get some high-level tutorial early on, probably when we started, but it has been a while since like TIF 101 was explained to this group. EDA Vice President Olsen stated yes, and it can be complicated, depending on how you format your TIF; it also has to be approved by the State, you can’t just do it. There are things that people I think should know. As members of this body, if somebody were to ask you, I would hope we could respond appropriately and have the information we need; EDA Member Myers agreed with that. Director Larson stated you just brought up the two subjects that are on our task list to address. The new members did receive some initial training but it was from the City Attorney about how the EDA body functions but not about TIF and other incentives in any detail. We recently discussed with the City Administrator that we should have a workshop with Ehlers to review our business subsidy program with the board. EDA Vice President Olsen stated they did my training years ago, and it was amazing. Director Larson stated regarding the “What’s New” page we’re discussing an Economic Development newsletter or projects update page and how to keep it fresh and up to date. EDA Vice President Olsen stated all you have to do is look at the Mayor’s Facebook page; when he puts out updates on things, it gets shared, it gets liked, he gets yelled at. There are definitely many responses. EDA Vice President Olsen stated it’s just something a resident brought up that I thought was relevant; Director Larson stated absolutely we agree and will update as we are working through the process with the communications team. EDA President Bailey stated two things for the group here. Ironically, since we’ve been talking a lot about housing, with staff’s help there was an article in the paper I believe it was last week regarding the Missing Middle legislation that was going through. It is my understanding that the Missing Middle legislation is now dead; can you confirm that? EDA Member Tschida replied I know it’s not moving at the moment; nothing’s ever dead. EDA President Bailey stated that’s true up at the Capitol until the session’s done, but word has it that there’s not support predominantly it sounds like from suburban counties, suburban mayors, me included. And it isn’t that we’re against it, especially as we talked about affordable housing, it was the way that they’re going about doing it, which was of extreme concern. In essence, you could build duplexes, or depending on where you’re located, fourplexes, sixplexes next to a single-family home, and the City of Cottage Grove couldn’t do a thing about it. We couldn’t stop it, we couldn’t say what Economic Development Authority - Minutes April 9, 2024 Page 14 of 16 kind of materials were on the building, we couldn’t say you have to have parking for all those tenants; they would be allowed to be on the street, which means in winter months we’d have to change our plowing situation in the community. So, we were very adamantly against it, basically, with the other communities. EDA President Bailey stated so I just thought I would share that with you that that’s been discussed quite extensively. We believe that there is, and I think the City does, too, that there is another way to do this. Part of it maybe like we talked about the housing study and things like that to better understand, but I think it was mentioned earlier, like each other blames the other one, right? The developers and the builders blame the cities, and the cities say you’re not building or you’re gouging. Somewhere in the middle is probably where we need to be, but this particular bill was not, in my opinion, the way to go. EDA President Bailey stated the other one, ironically, speaking of housing, is just giving everybody an update. I know it got brought up here, if you weren’t aware, the Mississippi Dunes Golf Course sold, and they closed, and they started removing trees and the houses, I think there were two down there. If you saw it on the news, there was an attempt to stop it by the Friends of Grey Cloud group. They wanted an immediate injunction, but the judge denied it. Now, there is still kind of a court case, but I think it’s out until May; so, by the time the court case were to even come, if it even goes anywhere, I don't know what’s left because the project is already in the process of moving forward. The good news I want to share with all of us, and I’ll say it again, is 54% of the entire property is going to be park and open space, which is unheard of in developments within our City. Normally, we have to kind of piecemeal stuff together, and we did piecemeal some stuff here, but we worked with our partners, the DNR and Washington County, in order to gain as much of the land as we possibly could. I think the only one that’s left right now in that process is the DNR still has to close on the two parcels that we recommended that they purchase as part of the SNA Dunes area there. I just thought I’d share that with the EDA group here that that is proceeding, everything’s moving forward. Lastly, don’t forget is this Volunteer Month, and we have a Volunteer Banquet. I’m hoping all of you are going to be able to be there; if not, thank you for volunteering on the EDA. Our banquet is this Thursday at River Oaks Golf Course at 6:00 p.m. I’m going to be doing a little State of the City just to kind of share some of the things that everybody likes to hear about, what’s going on here in our community, just before we have dinner, which will be served around 7:00. We will have our presentation after that. It’s just our little way of thanking all the volunteers, whoever you are, that make our community great, so, thank you! 6.3 RESPONSE TO PREVIOUS EDA COMMENTS - None. 7 WORKSHOP - St. Croix Room 7.1 BUSINESS RETENTION AND EXPANSION PROGRAM WORKSHOP EDA President Bailey said he has to leave, so EDA Vice President Olsen will chair that workshop today. We won’t adjourn in here, but will do the adjournment in the St. Croix Room. He looks forward to seeing the information that is shared about the BR&E Program and if there are any changes or adjustments that you want to make. With that, have a good day. Director Larson presented a brief overview of the BR&E program in the workshop stating that the program has both long-term and short-term goals and objectives. Program Goals: •To build relationships, we want to find out what businesses need, how they’re growing and expanding, and what we can help with. Economic Development Authority - Minutes April 9, 2024 Page 15 of 16 •To know what our weaknesses are in the community, what it is that we’re not doing that people think we should address. •To bring good jobs to the city with higher wages. •Create a consensus about what does BR&E look like, what services do we need, what things do the City Council and all of the Boards and Commissions need to be working on, including the EDA. Short-Term Objectives: •We want to support the business. •Help improve profitability if we can. •We want businesses to know that we value them in the community and all the things that they’re doing. •We want to make sure that we have an implementation plan to improve the business climate. This City has worked really, really hard on improving the relationships and fostering a good relationship. •Compile an inventory of existing businesses with contact information. EDA Member Carey stated that he had to leave shortly so asked to share his thoughts about the fact that some visits are important but perhaps sending postcards or emails to literally every business in Cottage Grove, suggesting them to at least do the survey. Then, from the survey, maybe that’s how you can determine who are the most-interested businesses versus like us trying to select who those are, but not knowing. Director Larson stated exactly, that’s part of the homework. Once you’ve had the chance to read all of this we will follow up and refine the plan and report back. EDA Member Meyer said what I envision is if we were to send me a postcard or email, I’d be like this is the City, we want to help provide support and improve your profitability, please let us know how to do it. I’m going to answer that survey and give you some feedback. EDA Vice President Olsen stated we also work through various organizations that some of our businesses may be part of the Chamber came up earlier. We can work through the Chamber and make connections to inform them about this. In the past, when we’ve done this, we worked with State agencies, like DEED, and we’ve also worked with some of the tech agencies. That’s actually how we got focused on our Business Park for development several years ago. We used to send postcards; however, we found that other methods of communication tended to be a bit more effective such as emails so I think that we definitely need to keep doing that. Director Larson stated part of the homework is also to determine if you want to go on the visits as well. As for the survey we should ask ourselves things like are we asking too many questions, not enough questions? Are we asking questions that we really couldn’t follow up on, even if they answered the question? Now is the time to really look with a critical eye about what we ask them and why we ask them certain things. Two different surveys are included in your packets for review. Director Larson stated so, as we move along, we will be reaching out to you because you’re going to get a follow up email: Did you do your homework, have you read everything, and what are you thinking? Do we need to meet again? EDA Vice President Olsen stated just as a note for the body here, the City, the EDA has been doing BR&E for longer than I was on the City Council. It evolves, but some programs that you might be familiar with, that have been a result of BR&E are: DARTS, the Façade Improvement Plan, and during the pandemic, we did some grants for some restaurants in town to help them maintain their staffing level and pay their people, etc. Those were all offshoots of the feedback that we got. It seems Economic Development Authority - Minutes April 9, 2024 Page 16 of 16 like maybe this is just one more thing we have to do, but the fact of the matter is there’s been a lot of value to it. Director Larson stated the Program Summary will just give you that brief history of the very things that EDA Vice President Olsen just said, which is what did they do after they did the visits, and what have we changed. Things have changed, there’s more fiber and broadband in the area, more is coming, more businesses have been added to the Business Park, businesses in the Business Park like Renewal and Van Meter have expanded. So, all of those things that came out of BR&E to begin with are happening with all those connections being made, the Business over Breakfast, where they could just talk to one another because they don’t ever get out of those big buildings half the time. EDA Member Carey shared that he built his business by participating in the process. So, there’s just a lot of things that have positively occurred, and now as the City makes these strategic plans to develop the properties along Highway 61 and all the way up to 70th, headed towards Woodbury things will change even more. EDA Vice President Olsen asked if there were any questions for Director Larson or the staff. EDA Member Tschida asked should we respond to the questions being asked today. Director Larson stated we’ll send you a follow up email in a week or so after you’ve had a chance to review all of the information and get feedback on the survey, visits and your preferred involvement in the process. 8 PRESENTATIONS - None. 9 ADJOURNMENT EDA Member Jean-Baptiste made a motion to adjourn. Motion was seconded by EDA Member Meyer. Motion passed unanimously (6-to-0 vote). The meeting was adjourned at 8:56 a.m. Respectfully submitted, Gretchen Larson Economic Development Director /jag 1 City Council Action Request 7.F. Meeting Date 7/17/2024 Department Community Development Agenda Category Action Item Title Rental License Approvals Staff Recommendation Approve the issuance of rental licenses to the properties in the attached table. Budget Implication N/A Attachments 1. Memo - Rental License Approvals CC 2. Rental License Approvals Table TO: Honorable Mayor and City Council Jennifer Levitt, City Administrator FROM: Samantha Drewry, Code Enforcement Officer DATE: July 11, 2024 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. 2024 RENTAL LICENSES CITY COUNCIL APPROVAL - JULY 17, 2024 RENTAL LICENSE NUMBER PROPERTY STREET #PROPERTY STREET NAME PROPERTY OWNER RENT-001969 8525 Ivywood Avenue South BRIDGE SFR IV Borrower LLC RENT-002172 7655 Hyde Avenue South IH3 Property Minnesota L.P. RENT-002243 8598 Janero Avenue South Walsh, Patrick RENT-002409 7957 77th Street Court South Johnson, Michael & Gayle RENT-002410 6995 Timber Ridge Drive South Yang, Kee Tongpia RENT-002411 6737 Jody Avenue South Military Keats, LLC RENT-002412 6764 Jody Avenue South Military Keats, LLC RENT-002413 6812 Jody Avenue South Military Keats, LLC MULTI-FAMILY The Woodlands, 7920 Hearthside Avenue: 6 Buildings, 180 Units 1 City Council Action Request 7.G. Meeting Date 7/17/2024 Department Administration Agenda Category Action Item Title Tobacco License Application - 6990 80th Street South, Suite #100 Staff Recommendation Approve the Tobacco license application for Sherif Elbarawi, First Smoke Shop, LLC, located at 6990 80th Street South, Suite #100, Cottage Grove, Minnesota. Budget Implication N/A Attachments 1. Memo - Public Safety 1 TO: Honorable Mayor and City Council Jennifer Levitt, City Administrator FROM: Tammy Anderson DATE: July 17, 2024 RE: Tobacco License Application - 6990 80th Street South, Suite #100 Discussion Minnesota State Law and City Ordinance 3-5-1 mandate that all establishments in Cottage Grove authorized to sell tobacco products require a license issued by the City Clerk. On June 4, 2024, Sherif Elbarawi submitted an application for a tobacco license for the business, First Smoke, LLC. The business will be located at 6990 80th Street South, Suite #100, in Cottage Grove, Minnesota. After signing the purchase agreement, Elbarawi will also take responsibility for the leased space (6990 80th Street South, Suite #100) previously held by Zaid Alshammaa, who owned the business before. The application is complete and in accordance with our ordinance as submitted and includes a copy of the purchase agreement. Public Safety conducted background checks and discovered no evidence that would prevent Sherif Elbarawi from receiving a tobacco license for sales at First Smoke Shop, LLC (6990 80th Street South, Suite #100). Recommendation Approve the Tobacco license application for Sherif Elbarawi, First Smoke Shop, LLC, located at 6990 80th Street South, Suite #100, Cottage Grove, Minnesota. Attachments 1. Memo - Public Safety 2 1 City Council Action Request 7.H. Meeting Date 7/17/2024 Department Public Works Agenda Category Action Item Title Sale of Surplus Property Staff Recommendation Authorize Public Works to advertise and sell surplus property on Cranky Ape. Budget Implication Attachments 1. Memo - Cranky Ape 2024 To: Honorable Mayor and City Council Jennifer Levitt, City Administrator From: Adam Moshier, Facilities and Fleet Maintenance Manager Date:July 8, 2024 RE:Sale of Surplus Property Introduction Public Works is requesting this property be sold. This equipment was replaced in 2024. Unit Number Equipment Asset Number 41-7010-06 Enclosed Trailer 3106 Requested Action Authorize Public Works to advertise and sell surplus property on Cranky Ape. 1 City Council Action Request 7.I. Meeting Date 7/17/2024 Department Public Works Agenda Category Action Item Title Utility & Engineering Building Change Orders Staff Recommendation Approve the June 2024 Change Order Requests for the Utility & Engineering Building Project. Budget Implication $14,382.96 - Dedicated project contingency funds, funded through Water & Sewer Utility Funds Attachments 1. Change Order Request - CGU&E_Kraus-Anderson CORs June_17_2024_Combined Final CO1 Kraus-Anderson Construction 501 South 8th Street Minneapolis, MN 55404 Phone: (612) 332-7281 Web: www.krausanderson.com July 9, 2024 Ryan Burfeind, PE City of Cottage Grove 12800 Ravine Parkway South Cottage Grove, MN 55016 Re: Change Order Requests for June 2024 City of Cottage Grove Utility & Engineering Building 10795 Ideal Avenue South Cottage Grove, Minnesota Dear Mr. Burfeind, We respectfully submit the following change order requests (COR) for approval at the Cottage Grove City Council meeting on July 17, 2024: •COR #1 – $451.00 o PCO 05, PR #2 – Revisions to canopy column pier at grid A-1. •COR #2 – $4,963.16 o PCO 06, PR #4 – Modifications to doors, frames and wood blocking. •COR #3 – ($3,538.20) o PCO 08, PR #5 – Credit. Removing windows (3). Add 45-min fire resistive label at doors. •COR #4 – $8,357.00 o PCO 04, PR #1: Changing wood doors (15) to hollow metal doors. Window removal (1). •COR #5 – $7,855.00 o PCO 07, PR #3: New mockup for changing finish of precast concrete wall panels. •COR #6 – ($2,450.00) o PCO 11, RFI #2 – Credit. Removing interior garage striping from contractor scope. •COR #7 – ($1,255.00) o PCO 13, PR #7 – Credit. Window removal (1) on west elevation of garage. The COR’s noted above combine to an added project cost of $14,382.96. The remaining owner’s contingency (orig. $214,000) less pending COR’s 1-7 above is $199,617.04. To have questions answered or schedule a time to meet and discuss the attached COR’s further, please contact Ben Albrecht at 763.401.2465 (ben.albrecht@krausanderson.com). Sincerely, Kraus-Anderson Construction Ben Albrecht Assistant Project Manager Kraus-Anderson Construction cc: Lee Mann, Stantec Dan Kjellberg, Kraus-Anderson Construction Rachel Struckman, Kraus-Anderson Construction Change Order Request Project: Cottage Grove, MN 55016 1087 Ideal Avenue S Cottage Grove UE Building 2310312-COR # 1.00 Date:5/16/2024 Cottage Grove, MN 55016 To: Owner From: Kraus-Anderson Construction Company Minneapolis, MN 55404 501 South Eighth Street City Of Cottage Grove 12800 Ravine Parkway South Description: Revisions to column pier at grid A-1. AmountItem #Description Vendor PCO # 5 - Wold PR #2: Canopy Column Pier Revision 1 $0.00 No cost change per Wold PR #2.Axel H. Ohman, Inc. 2 $451.00 Steel per Wold PR #2.Construction Systems, Inc. $451.00 Total For Change Order Signed: ____________________________Approved By: Submitted By: Date: __________________ Signed: ____________________________Kraus-Anderson Construction Company Date: __________________ Accepted By: Wold Architects & Engineers Signed: ____________________________Date: __________________ City Of Cottage Grove Change Order Request Project: Cottage Grove, MN 55016 1087 Ideal Avenue S Cottage Grove UE Building 2310312-02 COR # 1.00 Date:5/16/2024 Cottage Grove, MN 55016 To: Owner From: Kraus-Anderson Construction Company Minneapolis, MN 55404 501 South Eighth Street City Of Cottage Grove 12800 Ravine Parkway South Description: Revisions to column pier at grid A-1. AmountItem #Description Vendor PCO # 5 - Wold PR #2: Canopy Column Pier Revision 1 $0.00 No cost change per Wold PR #2.Spartan Steel Erectors, Inc. $0.00 Total For Change Order Signed: ____________________________Approved By: Submitted By: Date: __________________ Signed: ____________________________Kraus-Anderson Construction Company Date: __________________ Accepted By: Wold Architects & Engineers Signed: ____________________________Date: __________________ City Of Cottage Grove 1 Struckman, Rachel From:Jordan Boeser <Jordan@axelohman.com> Sent:Monday, February 19, 2024 9:24 AM To:Struckman, Rachel Cc:Albrecht, Ben; Kjellberg, Dan Subject:RE: Cottage Grove Utility Building - PCO 5_PR 2 Canopy Column Pier Revision CAUTION: This email originated from outside of the organization. Do not click links or open attachments unless you recognize the sender and know the content is safe. I will update my plan set, let me know if not approved. Minimal costs for me, I am not charging anything. Thanks JORDAN BOESER Estimator / Project Manager Cell: 612-490-3724 Jordan@AxelOhman.com From: Struckman, Rachel <rachel.struckman@krausanderson.com> Sent: Friday, February 16, 2024 3:57 PM To: Jordan Boeser <Jordan@axelohman.com>; 'andrew.stumne@molin.com' <andrew.stumne@molin.com>; 'Perry Haberer' <perryh@csiminnesota.net>; 'jon@spartansteelco.com' <jon@spartansteelco.com>; 'Ben Mach' <bmach@ebertcompanies.com>; 'David M. Bobo' <Dave.Bobo@syinc.us>; 'Paula Jackson' <paula@jaaroofing.com>; 'sam.edwards@jaaroofing.com' <sam.edwards@jaaroofing.com>; 'kevin@jaaroofing.com' <kevin@jaaroofing.com>; 'Jennifer Harmon' <jennifer@jaaroofing.com>; 'Michael Carl' <mcarl@cdsdoor.com>; 'nick@northernglassinc.com' <nick@northernglassinc.com>; 'craig@commercialdrywall.net' <craig@commercialdrywall.net>; 'Rick Olsen' <rolsen@cfs-floors.com>; 'Jaina@tcacoustics.com' <Jaina@tcacoustics.com>; 'Shawn Fiedler' <SFiedler@mcicarpetone.com>; 'troy@steinbrecherpainting.com' <troy@steinbrecherpainting.com>; 'chad@novafire.com' <chad@novafire.com>; 'Jesse.Widmer@scr-mn.com' <Jesse.Widmer@scr-mn.com>; 'Fobbe Electric' <fe@fobbeelectric.com>; 'mindy.hackett@millerexc.com' <mindy.hackett@millerexc.com>; 'Mike McNamara' <m.mcnamara@mcnamaracontracting.com>; 'Toby Helgeson' <thelgeson@ebertcompanies.com>; 'Joe Grygelko' <joegrygelko@gmail.com>; 'Dayton Bredemus' <dayton@bredemus.com>; 'Joshua M' <joshuam@csiminnesota.net> Cc: Kjellberg, Dan <dan.kjellberg@krausanderson.com>; Albrecht, Ben <ben.albrecht@krausanderson.com>; Jacob Wollensak <jwollensak@woldae.com>; 'Kayla Simpson' <ksimpson@woldae.com>; 'Lee.Mann@stantec.com' <Lee.Mann@stantec.com>; 'rburfeind@cottagegrovemn.gov' <rburfeind@cottagegrovemn.gov>; Schauer, Dan <dan.schauer@krausanderson.com> Subject: Cottage Grove Utility Building - PCO 5_PR 2 Canopy Column Pier Revision 1 Struckman, Rachel From:Jon Jochims <jon@spartansteelco.com> Sent:Tuesday, February 20, 2024 12:55 PM To:Struckman, Rachel Subject:Re: Cottage Grove Utility Building - PCO 5_PR 2 Canopy Column Pier Revision CAUTION: This email originated from outside of the organization. Do not click links or open attachments unless you recognize the sender and know the content is safe. Good afternoon, Looks like no change for us. Let me know if you have any questions. On Fri, Feb 16, 2024 at 3:57 PM Struckman, Rachel <rachel.struckman@krausanderson.com> wrote: Team, Please see the attached PCO #5 regarding Wold PR #2 – Canopy Column Pier Revision. Known Affected Work Scopes: · Axel · Construction Systems · Spartan Steel If this PCO affects your work scope please respond within (7) days including appropriate back-up or this will be a zero cost change. Thank you, Rachel Struckman | Senior Project Coordinator rachel.struckman@krausanderson.com | direct 612-255-2378 KRAUS-ANDERSON CONSTRUCTION COMPANY 501 South Eighth Street, Minneapolis, MN 55404 Attachments: Wold PR #2 dated 2/6/24 We have reviewed the PCO and acknowledge that it is a “no change” item and does not affect our completion date. Signed By: Date: Company Name: 501 South Eighth Street Minneapolis, MN 55404 Request For Proposal Project: 2310312- PCO #: 5 Cottage Grove UE Building 1087 Ideal Avenue S Cottage Grove, MN 55016 Date: 02/16/2024 To: Dan Schauer, Kraus-Anderson Construction Company Ben Albrecht, Kraus-Anderson Construction Company Ryan Burfeind, City Of Cottage Grove Lee Mann, Stantec Jordan Boeser, Axel H. Ohman, Inc. Jacob Wollensak, Wold Architects & Engineers Kayla Simpson, Wold Architects & Engineers Perry Haberer, Construction Systems, Inc. Jon Jochims, Spartan Steel Erectors Please provide a cost breakdown in accordance with the Contract Documents and a Summary for the Change described herein and on the attachments (if any) listed. All responses are required within seven (7) days. This is not an authorization to proceed with the work described herein unless and until approved by the Owner. On approval, this change will be included in a Change Order, which will provide the formal Contract Cha nge. DESCRIPTION OF PROPOSAL: Please provide a cost estimate per the attached Wold Architects PR #2 dated February 6, 2024 regarding canopy column pier revision. PROPOSAL REQUEST Distribution: ☒ Ryan Burfeind, CG ☐ Adam Moshier, CG ☒ Dustin Phillips, KA ☒ Ben Albrecht, KA ☒ Jake Wollensak, Wold ☒ Kayla Simpson, Wold ☒ Pat Jansen, Wold ☒ Ryan Rossborough, Wold ☐ Sean McNamara, Wold ☐ Doug Galloway, Wold ☐ Derek Peterson, Wold ☒ Kal Jackman, BKBM ☒ James Dorr, BKBM ☒ Kyle Kucharski, BKBM ☐ Lee Mann, Stantec ☐ Dave Sanocki, Stantec ☐ Eric Vidden, Stantec City of Cottage Grove Cottage Grove Utility Building Kraus-Anderson Attn: Dan Kjellberg/Rachel Struckman 501 South Eighth Street Minneapolis, MN 55404 612.332.7281 dan.kjellberg@krausanderson.com / rachel.struckman@krausanderson.com Submit an itemized (labor and material) quotation for the proposed modifications to the contract documents as described herein within 21 days of receipt. If a cost is not submitted within 21 days, this Proposal Request can be accepted at no additional cost. Written approval is required prior to proceeding with this change. COST EXPECTATIONS: ☐ DEDUCT ☐ NO COST ☐ ADD PR: 02 Comm: 232010 Const. Pkg: [Status] Item Description 1 Canopy Column Pier Revision 1.1 See plan on sheet S2.01a for revised top of pier elevation. 1.2 Refer to sheet S5.201 for modified pier detail. 1.3 Refer to sheet S6.201 for modified steel column schedule. Attachments: S2.01a, S5.201, S6.201 Issued By: Kayla Simpson Date: 2/6/24 S SSS S S S S SSS SSS SS S S S S SS S S S 6 5 3 2 1 1.1 4 A B C D EC.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"SC3CP2CF5-0 SC3 CP2 CF6-0 SC3 CP2 CF5-0A SC2 CP1 CF5-0 SC2 CF6-0 B.5 SC1 CP1 CF5-0 SC3A CP1 CF5-0 SC3 CP2 CF6-0 C.5 SC1 CP1 CF5-0 SC3A CP1 CF5-0 SC3 CP2 CF5-0 SC3 CP2 CF5-0 5' - 6"SC1 CP1 CF5-0SC4 CP1 CF4-0 1.4 1' - 6"1' - 2"SC4 CP1 CF4-0 10' - 9"SC3A CF6-0A CP1 SC1 CP1 CF4-0 . . S5.301 1 . . S5.301 2 . . S5.301 3 . . S5.301 4 . . S5.301 5 SC1A CF4-0 CP3 10 S5.201 __TYP AT TRENCH DRAIN TRENCH DRAIN, SEE ARCH 22' - 1"8' - 5 1/2"8"5' - 0" 8"3' - 2"8"25' - 6"8"10"14 S5.201 __ TYP AT EXT FDN WALL WITH CFS FRAMING 15 S5.201 __TYP AT LOW GLAZING 16 S5.201 __TYP AT EXT PC WALL 16A S5.201 __ TYP AT INT PC WALL OF WALL9" TO ENDOF WALL9" TO ENDOF WALL9" TO ENDCLCOL1' - 2"SC4SC4 CF8-0 CF6-0 CF7-0WF2-0WF2-0WF3-6WF3-6WF2-0WF2-0 WF2-0 WF2-6 WF2-0 WF2-6 WF2-6 WF2-0 4" CF4-0 CF4-0 WF2-0 WF2-6WF1-412 S5.201 __ WF1-4 TYP 3 SIDES TYP AT STOOP 13 S5.201 __1' - 6"WF2-0TOF 99' - 4" CF2-6 CP3 CP39' - 4 1/4"1' - 2" 13' - 2 1/4"1' - 2"STOF 96' - 4" TOF 97' - 4"TOF 99' - 4"S TOF 99' - 4"TOF 97' - 4"1515 17 S5.201 __ TYP BELOW >8'-0" WIDE OPENING TOF 96' - 4"TOF 96' - 4" TOF 99' - 4" S TOF 95' - 4"TOF 96' - 4"TOF 96' - 4" TOF 90' - 4"TOF 96' - 4"WF2-6TOF 99' - 4"161620 S5.201 __23 TYP 3 SIDES TOF 95' - 10"WF2-0STOF 97' - 4" TOF 98' - 4" SWF3-0WF2-0 T/PIER 99' - 10"2 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 W/MACRO FIBER REINFORCING (MINIMUM 5 POUNDS PER CUBIC YARD). 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'-4". 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 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 501 South Eighth Street Minneapolis, MN 55404 krausanderson.com | 612 332 7281 23253.00 CITY 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 KTK KLC 10/26/2023 232010 10/26/2023 James E. Dorr 52586 S2.01a 1 FOOTING AND FOUNDATION PLAN - AREA AKEYNOTES 15 OVER CONCRETE PIER EXTENTS, POUR T/STEM WALL UP TO T/PIER TO ALLOW FOR BRACED FRAME ANCHOR RODS AND BASEPLATE TO BE INSTALLED PER PLAN. STEEL STUD SUPPLIER TO DESIGN STUD BOTTOM TRACK TO SPAN/CANTILEVER OVER PIER EXTENTS, AS REQUIRED. 16 PRECAST SUPPLIER TO NOTCH BOTTOM OF WALL AROUND STEEL COLUMN BASE PLATE AND ANCHORS. COORDINATE WITH STEEL SUPPLIER. 23 CONTRACTOR TO COORDINATE WORK SEQUENCES SUCH THAT BRACED FRAME WELDS ARE PROVIDED AND INSPECTED PRIOR TO PRECAST WALL ERECTION. Revisions Description Date Num PR #2 02/07/2024 2 A DETAIL AT COLUMN BASE 1 2 T/BRICK LEDGE SEE ARCH T/FDN WALL SEE PLAN T/FDN WALL SEE PLAN T/BRICK LEDGE SEE ARCH 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. CONTRACTOR OPTION: PLATE DOWELS. 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, SEE PLAN 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#5x10'-0"@16"OC. CENTER IN SLAB DEPTH AND CENTER ON WALL. AVOID CONTROL JOINTS ACROSS BAR. NOTE: REFER TO MASONRY LAP LENGTH SCHEDULE ON S6.201 FOR REQUIRED LAP LENGTHS. BOND BEAM W/2-#5 CONT 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 SEE CIVIL FOR PAVING #4x3'-0"@12"OC DOWELS (EQUAL LEGS) SEE ARCH FOR JOINT SIZE AND LOCATION/INSULATION. GLAZING, SEE ARCH #4 DOWELS W/STD HOOK AND 1'-6" VERTICAL LEG @32"OC NOTE: SEE PLAN AND SCHEDULES FOR WALL AND FOOTING REINFORCEMENT #4 CONT 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 NOTE: SEE PLAN AND SCHEDULES FOR WALL AND FOOTING REINFORCEMENT SEE CIVIL FOR PAVING VENEER, SEE ARCH SLAB ON GRADE, SEE PLAN STEEL STUD AND CONNECTIONS, BY SUPPLIER. DESIGN STUDS/CONNECTIONS FOR GLAZING REACTION SHOWN IN ADDITION TO C&C WL PER S0.000. PROVIDE STIFFCLIP-CL STYLE (OR SIM) CONNECTION FOR FIXED BASE (MAY REQUIRE STUD SPACING TO BE REDUCED AND/OR HEAVIER STUD/CLIP GAGE TO BE USED). HOT ROLLED FRAMING NOT PROVIDED FOR KNEE WALL. 8" LEDGE SEE PLAN BOND BREAK GLAZING, SEE ARCH 100 PLF (1.0WL) CANTILEVERED PRECAST WALL, SEE PLAN. CONTACT EOR IF T/WALL EXCEEDS 8'-6" ABOVE GRADE. EMBEDS BY PC SUPPLIER. DESIGN BASE OF WALL FOR 1.2 K-FT/FT (WIND, ULTIMATE) MOMENT NOTE: SEE PLAN AND SCHEDULES FOR WALL AND FOOTING REINFORCEMENT SLAB AS OCCURS, SEE CIVIL SEE PLAN SEE ARCH 8'-6" MAX ABOVE GRADE8" 100'-0" SEE ARCH SEE ARCH FOR STUD SIZE. STUD SUPPLIER TO BRACE TOP OF STUD OFF BROW FEATURE PRECAST SILL, SEE ARCH 4" MATCH STUD WALL THICKNESS CONCRETE PIER, SEE PLAN GALVANIZED STEEL COLUMN AND ANCHOR RODS, SEE PLAN AND SCHEDULES. NOTE: GALVANIZED ANCHOR RODS NOT SHOWN FOR CLARITY. VENEER, SEE ARCH SIDEWALK, SEE CIVIL PIER AND FOOTING, SEE PLAN AND SCHEDULE T/PIER 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 501 South Eighth Street Minneapolis, MN 55404 krausanderson.com | 612 332 7281 23253.00 CITY 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 KTK KLC 10/26/2023 232010 10/26/2023 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 S5.201 11 SECTION S5.201 14 SECTION S5.201 12 TYPICAL STOOP S5.201 13 TYPICAL APRON SLAB S5.201 15 SECTION S5.201 S5.201 16 16A SECTION S5.201 17 SECTION S5.201 18 SECTION S5.201 19 SECTION S5.201 20 SECTION Revisions Description Date Num PR #2 02/07/2024 2 2 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"2" TYP 5"1/4 NOTE: 4 ANCHOR RODS TO BE INSTALLED ON SIDE OF BASEPLATE WHERE BRACE FRAMES IN 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 501 South Eighth Street Minneapolis, MN 55404 krausanderson.com | 612 332 7281 23253.00 CITY 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 KTK KLC 10/26/2023 232010 10/26/2023 James E. Dorr 52586 COLUMN FOOTING SCHEDULE MARK FOOTING SIZE REINFORCINGWIDTH LENGTH THICKNESS CF2-6 2' - 6" 2' - 6" 1' - 0" 4-#4 BOTTOM, EA WAY 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 CF6-0A 6' - 0" 6' - 0" 1' - 6" 6-#6 TOP AND 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" 4' - 0" 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' SC1A HSS5x5x5/16 11x3/4x0'-11", SEE DETAIL 'A' AND SEE DETAIL 20/S5.201. SC2 HSS6x6x5/16 12x1x1'-0", SEE DETAIL 'A' SC3 HSS6x6x3/8 11x2x2'-0" W/ 6-1"Ø ANCHOR RODS, MIN 12" EMBED, SEE DETAIL 'B'. SEE 1/S6.201 FOR ADDITIONAL REQUIREMENTS AT BRACED FRAME. SC3A HSS6x6x3/8 11x1x0'-11", SEE DETAIL 'A'. 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/ #4 TIES @10"OC SEE DETAIL 'C', SEE 2/S6.201 FOR U-BARS CP3 16"X16" 4-#6 VERTS W/ #3 TIES @12" OC SEE DETAIL 'B' FOR REINFORCING LAYOUT, DETAIL 19/S5.201 FOR ADDITIONAL INFORMATION. S6.201 1 TYPICAL ANCHOR ROD S6.201 2 DETAIL S6.201 3 DETAIL Revisions Description Date Num PR #2 02/07/2024 2 2 Change Order Request Project: Cottage Grove, MN 55016 1087 Ideal Avenue S Cottage Grove UE Building 2310312-COR # 2.00 Date:5/16/2024 Cottage Grove, MN 55016 To: Owner From: Kraus-Anderson Construction Company Minneapolis, MN 55404 501 South Eighth Street City Of Cottage Grove 12800 Ravine Parkway South Description: Doors and frames revisions per PR#4. AmountItem #Description Vendor PCO # 6 - Wold PR #4: Doors & Frames Revision 1 $0.00 No cost change per Wold PR #4.Axel H. Ohman, Inc. 2 $4,650.45 Door and hardware changes Bredemus Hardware Company, Inc. 3 $0.00 No cost change per Wold PR #4.Commercial Drywall, Inc. $4,650.45 Total For Change Order Signed: ____________________________Approved By: Submitted By: Date: __________________ Signed: ____________________________Kraus-Anderson Construction Company Date: __________________ Accepted By: Wold Architects & Engineers Signed: ____________________________Date: __________________ City Of Cottage Grove Change Order Request Project: Cottage Grove, MN 55016 1087 Ideal Avenue S Cottage Grove UE Building 2310312-02 COR # 2.00 Date:5/16/2024 Cottage Grove, MN 55016 To: Owner From: Kraus-Anderson Construction Company Minneapolis, MN 55404 501 South Eighth Street City Of Cottage Grove 12800 Ravine Parkway South Description: Doors and frames revisions per PR#4. AmountItem #Description Vendor PCO # 6 - Wold PR #4: Doors & Frames Revision 1 $312.71 Carpentry per Wold PR #4.Ebert Construction $312.71 Total For Change Order Signed: ____________________________Approved By: Submitted By: Date: __________________ Signed: ____________________________Kraus-Anderson Construction Company Date: __________________ Accepted By: Wold Architects & Engineers Signed: ____________________________Date: __________________ City Of Cottage Grove 1 Struckman, Rachel From:Jordan Boeser <Jordan@axelohman.com> Sent:Thursday, March 21, 2024 3:19 PM To:Struckman, Rachel Cc:Albrecht, Ben; Kjellberg, Dan Subject:RE: Cottage Grove Utility Building - PCO 6_PR 4 Doors & Frames Revision CAUTION: This email originated from outside of the organization. Do not click links or open attachments unless you recognize the sender and know the content is safe. I will update my plan set, no cost changes for me. Let me know if not approved. Thanks JORDAN BOESER Estimator / Project Manager Cell: 612-490-3724 Jordan@AxelOhman.com From: Struckman, Rachel <rachel.struckman@krausanderson.com> Sent: Thursday, March 21, 2024 1:52 PM To: Jordan Boeser <Jordan@axelohman.com>; 'andrew.stumne@molin.com' <andrew.stumne@molin.com>; 'Perry Haberer' <perryh@csiminnesota.net>; 'jon@spartansteelco.com' <jon@spartansteelco.com>; 'Ben Mach' <bmach@ebertcompanies.com>; 'David M. Bobo' <Dave.Bobo@syinc.us>; 'Paula Jackson' <paula@jaaroofing.com>; 'sam.edwards@jaaroofing.com' <sam.edwards@jaaroofing.com>; 'kevin@jaaroofing.com' <kevin@jaaroofing.com>; 'Jennifer Harmon' <jennifer@jaaroofing.com>; 'Michael Carl' <mcarl@cdsdoor.com>; 'nick@northernglassinc.com' <nick@northernglassinc.com>; 'craig@commercialdrywall.net' <craig@commercialdrywall.net>; 'Rick Olsen' <rolsen@cfs-floors.com>; 'Jaina@tcacoustics.com' <Jaina@tcacoustics.com>; 'Shawn Fiedler' <SFiedler@mcicarpetone.com>; 'troy@steinbrecherpainting.com' <troy@steinbrecherpainting.com>; 'Jesse.Widmer@scr-mn.com' <Jesse.Widmer@scr-mn.com>; 'Fobbe Electric' <fe@fobbeelectric.com>; 'mindy.hackett@millerexc.com' <mindy.hackett@millerexc.com>; 'Mike McNamara' <m.mcnamara@mcnamaracontracting.com>; 'Toby Helgeson' <thelgeson@ebertcompanies.com>; 'Joe Grygelko' <joegrygelko@gmail.com>; 'Dayton Bredemus' <dayton@bredemus.com>; 'Joshua M' <joshuam@csiminnesota.net>; Griffin Rahm <griffin@novafire.com> Cc: Kjellberg, Dan <dan.kjellberg@krausanderson.com>; Albrecht, Ben <ben.albrecht@krausanderson.com>; Jacob Wollensak <jwollensak@woldae.com>; 'Kayla Simpson' <ksimpson@woldae.com>; 'Lee.Mann@stantec.com' <Lee.Mann@stantec.com>; 'rburfeind@cottagegrovemn.gov' <rburfeind@cottagegrovemn.gov>; Schauer, Dan COMPANY NAME & LOGO Bredemus Hardware Co. Date :3/25/24 Contact Info and Address 1285 Sylvan St. St. Paul, MN 55117 PCO #:6 Project Manager: Dayton Bredemus PR/SI #4 Description Cost Labor Total -$ Materials and Equipment Total Tax on Materials and Equipment Only -$ Self Performed Subtotal -$ 10% Overhead and Profit -$ Self Performed Total -$ Subcontractors 4,429.00$ 5% Overhead and Profit on Subs 221.45$ Subcontractor Total 4,650.45$ TOTAL COST OF CHANGE 4,650.45$ Signature: Labor By Task Qty Unit Unit Cost Total Cost -$ -$ -$ -$ Sub-Total -$ Materials and Equipment By Task Qty Unit Unit Cost Total Cost EA Add Vertical & Horizontal Mullions to Frame FR2 5 EA 655 3,275.00$ Change Frame FR2 From 2" Sill to 4" Sill 5 EA 88 440.00$ Add 4" Head to Single Door Frame 7 EA 55 385.00$ Add 4" Head to Pair of Doors Frame 2 EA 77 154.00$ Change Window Size In Door Type FG 5 EA 35 175.00$ -$ -$ Sub-Total 4,429.00$ Sub-Contractor Proposals Total Cost -$ -$ -$ -$ Sub-Total (Attach Sub-Contractor Proposals)-$ City of Cottage Grove New Utility & Engineering Building (10% is the max fee allowed on CO's) Description of Work Notes/Attachments (Auto Fill from Sub-Total Below) (Auto Fill from Sub-Total Below) PROVIDE DETAIL BREAKDOWN BELOW: COST SUMMARY Contractor acknowledges no other Costs assciated with this PCO. Auto Fill from Sub-Total Below (5% is the max allowed on subcontractors) <<< Provide Sales/Use Tax Total Corcoran, MN 55357 23350 County Road 10 Ph : 763-498-7844 Change Proposal Phone: Job:66055 City of Cottage G-Util-6A Carp Number: Date: 2 3/29/24 To:Kent Henry Kraus Anderson Const Co 501 South Eighth Street Minneapolis, MN 55404 Ph: 612-332-7281 Description:PR #4 Proposed are the following changes: Please see pricing below for PR #4. The total amount to provide this work is ..................................................................................................$312.71 (Please refer to attached sheet for details.) If you have any questions, please contact me at 763-498-7844. Submitted by:Approved by: Date: Pricing subject to review/change if not approved within 14 days of receipt. Page 1 of 2 Corcoran, MN 55357 23350 County Road 10 Ph : 763-498-7844 Change Proposal 2 Price Breakdown Continuation Sheet Description:PR #4 Description PriceMaterialSubcontractOtherEquipmentLabor Rough Carpentry $284.28$94.28$190.00 Subtotal:$284.28 $28.43OH&P Work Self Performed $284.28 10.00% $0.00 Total:$312.71 Page 2 of 2 COST ISSUE DATE:3/22/2024 TO:PROJECT:66055 City of Cottage Grove 6A Ebert Construction RE:PCO #6 DATE: TIME EXTENSION REQUESTED: DESCRIPTON: MATERIAL/LABOR BREAK-DOWN AMOUNT A2.901 Carpenter Install 3-pc blocking at L4 Louver 1-loc.2 Hrs @ $95.00 /Hr =$190.00 SIGN: DATE:TOTAL ADDITIONAL COST:$190.00 Prepared By: Kevin Roehl APPROVAL EBERT CONSTRUCTIONDISTRIBUTION 3/21/2024 Ben Mach Corcoran, MN 55357 23350 County Road 10 Changes per PCO #6. Attachments: Wold PR #4 dated 3/19/24 We have reviewed the PCO and acknowledge that it is a “no change” item and does not affect our completion date. Signed By: Date: Company Name: 501 South Eighth Street Minneapolis, MN 55404 Request For Proposal Project: 2310312- PCO #: 6 Cottage Grove UE Building 1087 Ideal Avenue S Cottage Grove, MN 55016 Date: 03/21/2024 To: Dan Schauer, Kraus-Anderson Construction Company Ben Albrecht, Kraus-Anderson Construction Company Ryan Burfeind, City Of Cottage Grove Lee Mann, Stantec Jordan Boeser, Axel H. Ohman, Inc. Dayton Bredemus, Bredemus Hardware Company, Inc. Jacob Wollensak, Wold Architects & Engineers Kayla Simpson, Wold Architects & Engineers Jesse Widmer, SCR Central Division Craig Moeller, Commercial Drywall, Inc. Please provide a cost breakdown in accordance with the Contract Documents and a Summary for the Change described herein and on the attachments (if any) listed. All responses are required within seven (7) days. This is not an authorization to proceed with the work described herein unless and until approved by the Owner. On approval, this change will be included in a Change Order, which will provide the formal Contract Cha nge. DESCRIPTION OF PROPOSAL: Please provide a cost estimate per the attached Wold Architects and Engineers PR #4 dated March 19, 2024 regarding doors & frames revision. PROPOSAL REQUEST Distribution: ☒ Ryan Burfeind, CG ☐ Adam Moshier, CG ☒ Dustin Phillips, KA ☒ Ben Albrecht, KA ☒ Jake Wollensak, Wold ☒ Kayla Simpson, Wold ☒ Pat Jansen, Wold ☒ Ryan Rossborough, Wold ☐ Sean McNamara, Wold ☐ Doug Galloway, Wold ☐ Derek Peterson, Wold ☒ Kal Jackman, BKBM ☒ James Dorr, BKBM ☒ Kyle Kucharski, BKBM ☐ Lee Mann, Stantec ☐ Dave Sanocki, Stantec ☐ Eric Vidden, Stantec City of Cottage Grove Cottage Grove Utility Building Kraus-Anderson Attn: Dan Kjellberg/Rachel Struckman 501 South Eighth Street Minneapolis, MN 55404 612.332.7281 dan.kjellberg@krausanderson.com / rachel.struckman@krausanderson.com Submit an itemized (labor and material) quotation for the proposed modifications to the contract documents as described herein within 21 days of receipt. If a cost is not submitted within 21 days, this Proposal Request can be accepted at no additional cost. Written approval is required prior to proceeding with this change. COST EXPECTATIONS: ☐ DEDUCT ☐ NO COST ☐ ADD PR: 04 Comm: 232010 Const. Pkg: [Status] Item Description 1 Doors & Frames Revision 1.1 See Door / Opening Schedules on sheets A2.01a and A2.02a for modified frame type, overall width, and mounting conditions. 1.2 Refer to plan on sheet A2.01a for modified interior wall type in room A126 and overall width of doors A104, A105, A106, A107, and A108. 1.3 Refer to sheets A2.901 for modified door types, frame types, and louver types. 1.4 Refer to interior elevation on sheet A4.101 for revised frame type on doors A126B, A130A, A131A, A275, A276. 1.5 Refer to north elevation on sheet A5.101 for revised overall height of door A115A. Attachments: A2.01a, A2.02a, A2.901, A4.101, A5.101 Issued By: Kayla Simpson Date: 3/19/24 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 F6/A5.502 12 ELEC FLOOR BOX, SEE ELEC. C5/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. 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". 21 STAINLESS STEEL CORNER GUARD UP TO BOTTOM OF BENCH. 22 FLAG POLE. SEE SPEC FOR HEIGHT. SEE ELECTRICAL FOR LIGHTING. 23 LOCATION OF FIRE EXTINGUISHER CABINET (SEMI-RECESSED IN RM. A110). C4/A4.706 13 CONCRETE PAD. COORDINATE SIZE AND LOCATION WITH MECHANICAL. SEE DETAILS:B7/A4.706 C7/A4.706E7/A4.706 14 HOLD OPEN 17 TRENCH DRAIN, SEE DETAIL E2/A4.705 19 FRP FROM FLOOR TO 8'-0" AFF. 24 CONCRETE SPLASH BLOCK; SEE DETAIL .C7/A5.702 25 CARD READER GOOSE NECK PEDESTAL FOR OH DOOR OPERATION. COORDINATE EXACT LOCATION WITH OWNER PRIOR TO INSTALLATION. SEE ELECTRICAL. F4 A5.201 _______C1A5.101E1 A5.101 C5A5.101A B C D E 1 3 4 5 2 6 1.1 C4 A5.202 _______ C6 A5.202 _______ F1 A5.202 _______C2 A5.202 _______ C7 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. A112A100A101A103A111A A114A115B A110A A114A124 A130A TOILET ROOM A128 MECH/ELEC A125 STORAGE A126 JC. A123 F1 A5.101 CIRC. A115 PERSONAL STORAGE A116 A121A125 A126AA110BA123ELECTRICAL ROOM A127 A132 A134B A134C _______D5 A4.103 GA6 GA6 GA6 GA6 GA6 GA6 GA6 GA6 GA6 GA6 GA6 GA6 GA6 GA6 GE5 GE5 GA6 MA2 MA3 GA6 MA2 MA2 MA2 C2 A5.201 _______ F7 A5.201 _______ F6 A5.201 _______ C4 A5.201 _______C6 A5.201 _______ F4a A5.202 _______ A130B SF3 SF3 SF3 SF3 SF3 A1121 6 1 4 4 4 4 CW3 A134A9 _______F1 A4.201 _______F5 A4.103 W1 W1 CONF. RM. A111 A4.451 C7 A4.451 B4 B2aA4.451 B6 A4.451 B1a A4.451E1A4.451 E4 A4.451 E6 A4.451 F6 A4.451C3 A4.451 D1 A4.451 E2 9'-8" A4.451 A4.451 F4 F2 A5.201 _______ F2 SF2 SF2 SF2 SF2 A115A A111B 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"31'-0"10'-0"6'-0"15'-0"A131A A131B 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"A102 OFFICE A108 OFFICE A107 C1 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.6B.5 C.5 SF1 GB2 VEHICLE GARAGE A134 F6 A5.202 _______C1 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 _______F7 A4.103 A4.451D2 5 5 3 8 A127A108 GA6 7 2 2 _______E7 A4.103 12 12 12 12 12 12 TOILET ROOM A113 CW4 14 15 A113 16'-0"GE6 _______A7 A4.706 100'-0" F1 A5.201 _______ A128 C4 17 A107A106A105A104 4'-0" 18 1818 18 4'-0"2'-0"8'-0"3'-4"4'-0"A118A119A126B A4.101 F2 7'-0"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'-11" 4'-9" 2'-0" 9'-4"8'-2" 9'-2" 8'-9" 10'-11"9 1/2"9'-6"8"9'-6" 8" 9'-6" 8" 9'-6" 8" 5" 9'-6"10" 5" 16'-3 3/4"4'-11 1/4" 3'-3"1'-5"4"5'-0" 6'-0" 15'-0"28'-1 3/4"13'-8 1/2"GB2 D4 D6 CW1 CW2 19 A1167'-9" 3'-9"5"20 F1 A5.101 20 20 20 20 20 20 20 14'-10 1/2" 20 20 20 20 2020 30'-11 1/2"7'-11" 5'-4"5'-2 3/4"13 13 13 13 4" F2 A5.202 _______ AP2 PTD 22 _______B7 A5.702 TBD 6'-0" 5 23 23 23 23 MA3MA3 PB8PB8 PB8 PB8 PB8 PB8 A4.451 B7 C7 A5.202 _______ C6 A5.202 _______SIM NOTES APPLYC7 A5.202 _______ SIM F1 A5.202 _______SIM MB3 MA2 PB8 MA2 23 23 24 D7 _______B2 A5.502 1'-0 1/2"1'-0 1/2" GE5 A4.103A2 A4 B2 B4 C6a 25 24 24 GB2 1'-0" GA6 GA6GA6GA6 GA6 5" CPT-2 CPT-1 _______B6 A5.503 _______B6 A5.503 1'-0" 9'-4" 23'-0" ~1/4" / 1'-0" SLOPE 38'-8 1/2"1'-2"35'-1 1/2"32'-8" 6'-0 3/4"~3/16" / 1'-0" SLOPE~1/8" / 1'-0" SLOPE~3/16" / 1'-0" SLOPE104'-0" 13 13 MA3 3 3 3 3 3 FOR FRAME DEPTH, ONLY EXCEPTIONS TO THE FOLLOWING TABLE ARE SCHEDULED: GYPSUM BOARD PARTITIONS: THROAT OF FRAME TO MATCH WALL THICKNESS. MASONRY PARTITIONS: 4" WALL: 3 3/4" FRAME 6" WALL: 5 3/4" FRAME 8" AND GREATER WALL: 7 3/4" FRAME FRAME DEPTHS ARE SCHEDULED IN NOMINAL DIMENSIONS. SEE FRAME/ DOOR TYPES (DETAIL SECTION 51000) FOR CORRESPONDING ACTUAL DIMENSIONS. ALL DOORS ARE 1 3/4" THICK UNLESS OTHERWISE NOTED. FOR GLASS TYPES, ONLY EXCEPTIONS TO THE FOLLOWING TABLE ARE SCHEDULED: INTERIOR NON RATED: CLEAR (SAFETY WHEN REQUIRED BY TABLE IN GLAZING SPECIFICATION.) INTERIOR AND EXTERIOR RATED: FIRE RATED EXTERIOR NON-RATED: CLEAR INSULATED (SAFETY INSULATED WHEN REQUIRED BY TABLE IN GLAZING SPECIFICATION.) SEE SHEET A2.901 FOR FRAME TYPES. SEE SHEET A2.901 FOR DOOR TYPES. AT DOOR SCHEDULE, LABEL DESIGNATION "45/20" INDICATES: FOR ALL OPENINGS WITH SIDE LITES AND SCHEDULED TO BE RATED FOR 20 MINUTES, THE DOOR AND ANY GLASS WITHIN THE DOOR IS TO BE RATED FOR 20 MINUTES; THE FRAME AND ADJACENT SIDELITE(S) GLASS AND FRAME IS TO BE RATED FOR 45 MINUTES." 1. 2. 3. 4. 5. 6. DOOR SCHEDULE GENERAL NOTES CARD READER, SEE ELECTRICAL.1. 2. DOOR SCHEDULE REMARKS PROVIDE FIRE NUMBER AT EXTERIOR DOORS DOOR NUMBER IN "_". 3.EXTEND DOOR FRAME WIDTH BE 3/4" WIDER TO ACCOUNT FOR THICKNESS OF WOOD PANEL. 4. SEE F1/A2.01b FOR OPENING WIDTH. SEE INTERIOR ELEVATIONS FOR LOCATIONS OF PAINTED BLOCK, TILE AND PAINT. 1. PROVIDE TILE TO A HEIGHT OF 4'-6" WITH EPOXY PAINT ABOVE. PROVIDE FULL HEIGHT TILE ON ANY WALL WITH PLUMBING FIXTURES. PROVIDE FULL HEIGHT TILE AT ALL SHOWER WALLS. 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 PATTERN INFORMATION. 6.PAINT CEILING AND ALL EXPOSED STRUCTURE, PIPING, CONDUIT, MECHANICAL DUCTS AND VENTS. 7. 8. PROVIDE VINYL BASE AT CASEWORK UNLESS OTHERWISE NOTED. 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. SEE DETAIL FOR TILE PATTERN INFORMATION. SEE INTERIOR ELEVATIONS FOR LOCATIONS OF PAINT. PROVIDE CUT TILE AT BASE WITH WAINSCOT TRIM AT TOP OF CUT TILE THROUGHOUT ROOM. PROVIDE EPOXY PAINT AT ALL WALLS THROUGHOUT THIS ROOM. SLOPE CONC. FLOOR TOWARDS EXTERIOR DOOR. SEE PLANS FOR FLOORSLOPING INFORMATION. ROOM FINISH SCHEDULE REMARKS E4/A4.706 F4/A4.706 14. PT-6A/ PT-6E, SEE F2/A4.101 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 3/19/2024 9:57:37 AMAutodesk 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 JW KH 10/26/2023 232010 Minnesota 10/26/2023 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. PTILE-1 PTILE-1 SF ... SF ... GWB PT-6A SF ... 1, 10 A101 LOBBY PTILE-1 PTILE-1 SF ... GWB PT-6A GWB PT-6A SF ... 1, 3, 10 A102 TOILET ROOM PTILE-1 PTILE-1 GWB PTILE-2/ PTILE-3 GWB PTILE-2/ PTILE-3 GWB PTILE-2/ PTILE-3 GWB PTILE-2/ PTILE-3 2, 5 A103 OPEN OFFICE CPT-1/CPT-2 VB-1 GWB PT-6A/ PT-6C GWB PT-6A/ PT-6C GWB PT-6A GWB PT-6A 3, 13 A104 SMALL CONFERENCE ROOM CPT-2 VB-1 GWB PT-6A GWB PT-6B GWB PT-6A GWB PT-6A A105 OFFICE CPT-2 VB-1 GWB PT-6A GWB PT-6B GWB PT-6A GWB PT-6A A106 OFFICE CPT-2 VB-1 GWB PT-6A GWB PT-6B GWB PT-6A GWB PT-6A A107 OFFICE CPT-2 VB-1 GWB PT-6A GWB PT-6B GWB PT-6A GWB PT-6A A108 OFFICE CPT-2 VB-1 GWB PT-6A GWB PT-6B GWB PT-6A GWB PT-6A A109 WORK ROOM CPT-2 VB-1 GWB PT-6A CONC PT-6B GWB PT-6A GWB PT-6A A110 STAFF ROOM PTILE-1 PTILE-1 GWB PT-6A GWB PT-6B GWB PT-6A GWB PT-6B 3, 10 A111 CONF. RM. CPT-2 VB-1 GWB PT-6A GWB PT-6B GWB PT-6A GWB PT-6B A112 CIRC. CPT-1 VB-1 GWB PT-6A GWB PT-6A GWB PT-6A ... ... A113 TOILET ROOM PTILE-1 PTILE-1 GWB PTILE-2/ PTILE-3 GWB PTILE-2/ PTILE-3 GWB PTILE-2/ PTILE-3 GWB PTILE-2/ PTILE-3 2, 5 A114 QUIET ROOM CPT-1 VB-1 GWB PT-6A GWB PT-6A GWB PT-6B GWB PT-6A A115 CIRC. PTILE-1 PTILE-1 GWB PT-6A GWB PT-6A GWB PT-6A GWB PT-6A 10 A116 PERSONAL STORAGE CPT-1 VB-1 GWB PT-6A GWB PT-6A GWB PT-6A GWB PT-6A A117 ADA SHOWER ROOM PTILE-1 PTILE-1 GWB PTILE-2/ PTILE-3 GWB PTILE-2/ PTILE-3/ PTILE-5 GWB PTILE-2/ PTILE-3/ PTILE-5 GWB PTILE-2/ PTILE-3 2, 5, 12 A118 SHOWER ROOM PTILE-1 PTILE-1 GWB PTILE-2/ PTILE-3 GWB PTILE-2/ PTILE-3/ PTILE-5 GWB PTILE-2/ PTILE-3/ PTILE-5 GWB PTILE-2/ PTILE-3 2, 5, 12 A119 CHANGING ROOM PTILE-1 PTILE-1 GWB PT-6A GWB PT-6A GWB PT-6A GWB PT-6A 10 A121 ADA TOILET PTILE-1 PTILE-1 GWB PTILE-2/ PTILE-3 GWB PTILE-2/ PTILE-3 GWB PTILE-2/ PTILE-3 GWB PTILE-2/ PTILE-3 2, 5 A123 JC. S. CONC ... CONC PT-6A CMU PT-6A CMU PT-6A CONC PT-6A A124 JC / MAINT. S. CONC ... CONC PT-6A CMU PT-6A CONC PT-6A CONC PT-6A 6 A125 MECH/ELEC S. CONC ... CONC PT-6A CONC PT-6A CONC PT-6A CONC PT-6A 6 A126 STORAGE S. CONC ... CONC PT-6A CONC PT-6A CMU PT-6A CMU PT-6A 6 A127 ELECTRICAL ROOM S. CONC ... CMU PT-6A CMU PT-6A CONC PT-6A CMU PT-6A 6 A128 TOILET ROOM S. CONC ... CMU PT-6A GWB PT-6A CONC PT-6A CMU PT-6A A130 WATER METER ROOM S. CONC ... CONC PT-6A CONC PT-6A CMU PT-6A CONC PT-6A 6 A131 STREET LIGHT STORAGE S. CONC ... CONC PT-6A CONC PT-6A CMU PT-6A CONC PT-6A 6 A132 WATER SERVICE S. CONC ... CMU PT-6A CMU PT-6A CONC PT-6A CONC PT-6A A134 VEHICLE GARAGE S. CONC ... CONC/CMU PT-6A ... ... CONC PT-6A CONC PT-6A 6, 14 A136 WASH ROOM S. CONC ... CONC PT-6A CMU PT-6A CMU PT-6A CMU PT-6A 6 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 -- SEE ELEV. SEE ELEV. SEE ELEV. 01 1 A101 AL 1 3'-0" 7'-8" AL -- 3'-0" SF 1 -- AL -- SEE ELEV. SEE ELEV. SEE ELEV. 02 1 A102 F 1 3'-0" 7'-0" WD -- 3'-4" FR 1 -- HM -- D6/A4.801 D6/A4.801 -- 09 A103 G 1 3'-0" 7'-0" WD -- 3'-4" FR 1 -- HM -- D6/A4.801 D6/A4.801 -- 19 1 A104 FG 1 3'-0" 7'-0" A-WD -- 9'-0" FR 2 -- HM -- D6/A4.801 D6/A4.801 -- 13 A105 FG 1 3'-0" 7'-0" A-WD -- 9'-0" FR 2 -- HM -- D6/A4.801 D6/A4.801 -- 13 A106 FG 1 3'-0" 7'-0" A-WD -- 9'-0" FR 2 -- HM -- D6/A4.801 D6/A4.801 -- 13 A107 FG 1 3'-0" 7'-0" A-WD -- 9'-0" FR 2 -- HM -- D6/A4.801 D6/A4.801 -- 13 A108 FG 1 3'-0" 7'-0" A-WD -- 9'-0" FR 2 -- HM -- D6/A4.801 D6/A4.801 -- 13 A110A N 1 3'-0" 7'-0" A-WD -- 5'-4" FR 2A -- HM -- D6/A4.801 D6/A4.801 -- 07 A110B G 1 3'-0" 7'-0" WD -- 3'-4" FR 1 -- HM -- D6/A4.801 D6/A4.801 -- 07 A111A G 1 3'-0" 7'-0" WD -- 3'-4" FR 1 -- HM -- D6/A4.801 D6/A4.801 -- 20 1, 3 A111B F 1 3'-0" 7'-0" A-WD -- 5'-4" FR 2A -- HM -- D6/A4.801 D6/A4.801 -- 18 1 A112 F 1 3'-0" 7'-0" WD -- 5'-4" FR 2A -- HM -- D6/A4.801 D6/A4.801 -- 08 A113 F 1 3'-0" 7'-0" WD -- 3'-4" FR 1 -- HM -- D6/A4.801 D6/A4.801 -- 09 A114 F 1 3'-0" 7'-0" WD -- 3'-4" FR 1 -- HM -- D6/A4.801 D6/A4.801 -- 09 A115A N 1 3'-0" 7'-0" HM -- 3'-4" FR 1B -- HM -- C2/A5.602 D2/A5.602 B7a/a5.601 03 1 A115B G 1 3'-0" 7'-0" HM -- 3'-4" FR 1 -- HM -- E3/A5.601 E5/A5.601 -- 05 A116 -- -- 12'-0" 8'-0" -- -- 12'-0" GS 1 -- AL -- -- -- -- -- A117 F 1 3'-0" 7'-0" WD -- 3'-4" FR 1 -- HM -- D6/A4.801 D6/A4.801 -- 10 A118 F 1 3'-0" 7'-0" WD -- 3'-4" FR 1 -- HM -- D6/A4.801 D6/A4.801 -- 10 A119 F 1 3'-0" 7'-0" WD -- 3'-4" FR 1 -- HM -- D6/A4.801 D6/A4.801 -- 11 A121 F 1 3'-0" 7'-0" WD -- 3'-4" FR 1 -- HM -- D6/A4.801 D6/A4.801 -- 09 A123 G 1 3'-0" 7'-0" HM -- 3'-4" FR 3 -- HM -- B4/A4.801 B6/A4.801 -- 06 A124 F 1 3'-0" 7'-0" HM -- 3'-4" FR 1 -- HM -- E3/A5.601 E5/A5.601 -- 14 A125 F 1 3'-0" 7'-0" HM -- 3'-4" FR 1 -- HM -- E3/A5.601 E5/A5.601 -- 23 A126A F 2 3'-6" 7'-0" HM -- 7'-4" FR 3 -- HM -- B4/A4.801 B6/A4.801 -- 24 A126B F 2 3'-4" 7'-0" HM -- 7'-0" FR 3 -- HM -- B4/A4.801 B6/A4.801 -- 04 A127 F 1 3'-0" 7'-0" HM -- 3'-4" FR 3 -- HM -- B4/A4.801 B6/A4.801 -- 17 A128 F 1 3'-0" 7'-0" HM -- 3'-4" FR 1 -- HM -- E3/A5.601 E5/A5.601 -- 12 A130A F 1 3'-8" 7'-0" HM -- 4'-0" FR 3 -- HM -- B4/A4.801 B6/A4.801 -- 21 1 A130B MCDF 1 8'-0" 8'-4" HM -- 8'-4" CDF -- HM -- D3/A4.801 D4/A4.801 -- -- A131A F 1 3'-8" 7'-0" HM -- 4'-0" FR 3 -- HM -- B4/A4.801 B6/A4.801 -- 22 A131B MCDF 1 8'-0" 8'-4" HM -- 8'-4" CDF -- HM -- D3/A4.801 D4/A4.801 -- -- 1 A132 F 1 3'-0" 7'-0" HM -- 3'-4" FR 3 -- HM -- B4/A4.801 B6/A4.801 -- 15 A134A OHG-2 1 16'-0" 14'-0" AL -- 16'-0" OH-2 -- AL -- F5/A5.601 F7/A5.601 F3a/A5.601 -- A134B N 1 3'-0" 7'-0" HM -- 3'-4" FR 1A -- HM -- E3/A5.601 E5/A5.601 B7a/a5.601 03 1, 2 A134C N 1 3'-0" 7'-0" HM -- 3'-4" FR 1A -- HM -- E3/A5.601 E5/A5.601 B7a/a5.601 03 1, 2 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 Addendum No.1 11/14/2023 1 PR #01 2/5/2024 2 PR #04 3/19/24 3 1 1 1 2 2 2 3 3 3 3 3 3 3 3 3 3 3 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 F6/A5.502 12 ELEC FLOOR BOX, SEE ELEC. C5/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. 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". 21 STAINLESS STEEL CORNER GUARD UP TO BOTTOM OF BENCH. 22 FLAG POLE. SEE SPEC FOR HEIGHT. SEE ELECTRICAL FOR LIGHTING. 23 LOCATION OF FIRE EXTINGUISHER CABINET (SEMI-RECESSED IN RM. A110). C4/A4.706 13 CONCRETE PAD. COORDINATE SIZE AND LOCATION WITH MECHANICAL. SEE DETAILS:B7/A4.706 C7/A4.706E7/A4.706 14 HOLD OPEN 17 TRENCH DRAIN, SEE DETAIL E2/A4.705 19 FRP FROM FLOOR TO 8'-0" AFF. 24 CONCRETE SPLASH BLOCK; SEE DETAIL .C7/A5.702 25 CARD READER GOOSE NECK PEDESTAL FOR OH DOOR OPERATION. COORDINATE EXACT LOCATION WITH OWNER PRIOR TO INSTALLATION. SEE ELECTRICAL. SEE INTERIOR ELEVATIONS FOR LOCATIONS OF PAINTED BLOCK, TILE AND PAINT. 1. PROVIDE TILE TO A HEIGHT OF 4'-6" WITH EPOXY PAINT ABOVE. PROVIDE FULL HEIGHT TILE ON ANY WALL WITH PLUMBING FIXTURES. PROVIDE FULL HEIGHT TILE AT ALL SHOWER WALLS. 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 PATTERN INFORMATION. 6.PAINT CEILING AND ALL EXPOSED STRUCTURE, PIPING, CONDUIT, MECHANICAL DUCTS AND VENTS. 7. 8. PROVIDE VINYL BASE AT CASEWORK UNLESS OTHERWISE NOTED. 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. SEE DETAIL FOR TILE PATTERN INFORMATION. SEE INTERIOR ELEVATIONS FOR LOCATIONS OF PAINT. PROVIDE CUT TILE AT BASE WITH WAINSCOT TRIM AT TOP OF CUT TILE THROUGHOUT ROOM. PROVIDE EPOXY PAINT AT ALL WALLS THROUGHOUT THIS ROOM. SLOPE CONC. FLOOR TOWARDS EXTERIOR DOOR. SEE PLANS FOR FLOORSLOPING INFORMATION. ROOM FINISH SCHEDULE REMARKS E4/A4.706 F4/A4.706 14. PT-6A/ PT-6E, SEE F2/A4.101 CARD READER, SEE ELECTRICAL.1. 2. DOOR SCHEDULE REMARKS PROVIDE FIRE NUMBER AT EXTERIOR DOORS DOOR NUMBER IN "_". 3.EXTEND DOOR FRAME WIDTH BE 3/4" WIDER TO ACCOUNT FOR THICKNESS OF WOOD PANEL. 4. SEE F1/A2.01b FOR OPENING WIDTH. 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 F4 A5.201 _______C1A5.101E1 A5.101 A B C D E 1 3 4 5 2 6 1.1 C4 A5.202 _______ C6 A5.202 _______ F1 A5.202 _______C2 A5.202 _______ C7 A5.201 _______ D.1C.1 C2 A5.201 _______ F7 A5.201 _______ F6 A5.201 _______ C4 A5.201 _______C6 A5.201 _______ F4a A5.202 _______A275MECHANICAL ROOM A275 F2 A5.201 _______ A276 W1 W1 W1 W1 L1 W1 W1 W1 ROOF BELOW OPEN TO BELOW _______D1 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" C1 A5.201 _______ 1.4 D.4 D.6 12'-0"10'-8"B.5 C.5 25'-0" DATA ROOM A276 MEZZANINE STORAGE A277 W1 W1 W12'-0" 10'-0" 4'-6" 5'-0" 4'-6" 10'-0" 7'-0" F6 A5.202 _______C1 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'-9 1/2"L2 L1 MA2 MA2 F1 A5.201 _______ A4.203 F3A4.101 F212'-0"1'-4"10'-0"6'-0"13 13 13 13 W1 W1 F2 A5.202 _______ 23 C7 A5.202 _______ PB8 23 _______F1 A4.701B5 A5.10113 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 3/19/2024 9:57:38 AMAutodesk 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 JW KH 10/26/2023 232010 Minnesota 10/26/2023 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 A275 MECHANICAL ROOM TT TT CONC PT-6E CMU PT-6E CONC PT-6E CONC PT-6E 6 A276 DATA ROOM S. CONC ... CONC PT-6E CMU PT-6E CMU PT-6E CMU PT-6E 6 A277 MEZZANINE STORAGE S. CONC ... CONC PT-6E CONC PT-6E ... ... CMU PT-6E 6 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 A275 F 1 3'-6" 7'-0" HM -- 3'-10" FR 3 -- HM -- B4/A4.801 B6/A4.801 -- 16 A276 F 1 3'-0" 7'-0" HM -- 3'-4" FR 3 -- HM -- B4/A4.801 B6/A4.801 -- 22 1 0 1/8" = 1'-0" MEZZANINE LEVEL AREA AF1 6' 12' A B Revisions Description Date Num Addendum No.1 11/14/2023 1 PR #01 2/5/2024 2 PR #04 3/19/24 3 1 1 1 2 3 3 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 SCHED4"2"GL 2 W1 2 1/2"3'-0"6'-0" EC1 F1 A5.601 _______ F3 A5.602 _______ F1 A5.601 _______ L1 3/8" 10'-0"5'-0"C1 A5.602 _______ F1 A5.602 _______ C1 A5.602 _______ AL AS SCHED AS SCHEDAS SPEC'DAS SPEC'DAS SPEC'D AS SPEC'D GL MCDFCOILING DOOR HEIGHTCOILING DOOR BOX TRACK AS SCHED D3 A4.801 _______ D4 A4.801 _______ AS SCHED EC1 EC1 CW41'-8"4'-4"AS SCHED AS SCHED EC1 EC1 EC1 EC1 B6 A5.503 _______ D6 A5.603 _______ 11'-2"6'-6"D7 A5.602 _______ D4a A5.603 _______ EC1 EC1 EC1 EC1 EC1 EC1 EC1 EC1 EC1 EC1 EC1 EC1 EC1 EC1 EC1 CW2 IP IP IP IP IP 4'-8 5/8"4'-7 5/8"4'-8 5/8"3'-10"3'-9"1'-10" 1'-4"4'-4"1'-8"D6 A5.603 _______ B6 A5.502 _______ 22'-8"9'-8"D7 A5.602 _______ D7 A5.602 _______ GL GL GL OVERALL WIDTH 2"AS SCHED 2"EQ EQ HOLLOW METAL FRAME BUTT GLAZE ACOUSTIC SEALANT, TYP. FROSTED GLASS 2'-0" 4'-0"AS SCHED2"1'-8"2"4"FR 2 AS SCHED 2"AS SCHEDEC1 EC1 EC1 EC1 EC1 EC1 EC1 EC1 5X5 CORNER MULLION C6 A5.603 _______ C3 A5.503 _______ EC1 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" 8'-0" B4a A5.601 _______ D7 A5.602 _______AS SCHEDINTERSECTION W/ CW2 SF1 2" 8" 2" 8" 2" 1'-4" 2" AS SCHED 2" 1'-4" 2" 1'-3 1/2" 2" GL GL GLGLGL GL GL GLGLGL GL GL GLGLGL GL GL GL GL D7 A5.601 _______C3 A5.503 _______ C3a A5.503 _______ E3 A5.503 _______ 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 D6 A5.603 _______ B6 A5.503 _______ 34'-0"6'-6"D7 A5.602 _______ D4a A5.603 _______ 5'-0"5'-0"L2 C1 A5.602 _______ C1 A5.602 _______ F1 A5.602 _______ OH-2 EC1 EC1 EC1 EC1 EC1 EC1 EC1 EC1 EC1 EC1 AS SCHEDAS SCHED F3a A5.601 _______ F5 A5.601 _______ F7 A5.601 _______ FR 1A 6" 2"AS SCHED2" OVERALL WIDTH 2"1'-6"2"AS SCHEDULEDGL FR 1B 6" 2"AS SCHED2" OVERALL WIDTH 2"2'-8"2"AS SCHEDULEDGL 2 GS 16"1'-6"4'-0"1'-11" 1"8'-0"BUTT GLAZE ACOUSTIC SEALANT, TYP. FROSTED GLASS 12'-0" SF3 2 1/2"6'-10"2"4'-4"5'-4" EC1 EC1 EXTERIOR SUNSCREEN C6 A5.602 _______ D5 A5.602 _______ SF26'-10"5'-4"4'-6"EC1 EC1 C4 A5.602 _______ D5 A5.602 _______ FG AS SCHED GL 8"8"AS SCHED1'-0"8"4"AS SCHED2"AS SCHED2" FR 3 5" OVERALL WIDTH L43'-0"5'-4" C1 A5.602 _______ C1 A5.602 _______ F1 A5.602 _______ 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 3/19/2024 9:57:39 AMAutodesk 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 OPENING TYPES 12800 RAVINE PKWY COTTAGE GROVE, MN 55016 10875 IDEAL AVENUE S. COTTAGE GROVE, MN 55016 JW KH/MS 10/26/2023 232010 Minnesota 10/26/2023 John McNamara 24281 ARCHITECT DOOR TYPES FRAME TYPES WINDOW ELEVATIONSLOUVER ELEVATIONS NOTE:CURTAIN WALL MULLIONS TO BE 2" x 6" UNLESS OTHERWISE NOTED CURTAIN WALL ELEVATIONS STOREFRONT ELEVATIONS 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 AND SF3 LOCATIONS. NOTE:HIGH LIFTNOTE:VERTICAL LIFT Revisions Description Date Num SI #01 1/18/2024 1 PR #04 3/19/24 2 1 2 2 2 2 2 22 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 ART OR DEMOLISHED WALL/ DOOR/ OTHER C1 A5.1xx INTERIOR EXTERIOR MATCHLINE WALL TYPES - EXTERIOR WA-01 NON-BEARING WALL LINTEL SCHEDULE CLR MAS OPENING 4" WALL MASONRY LINTELS 1-#4 BOTTOM 4'-0" OR LESS 4'-1" TO 8'-0" 6" WALL 1-#4 BOTTOM 8" WALL 2-#4 BOTTOM 10" WALL 2-#4 BOTTOM 12" WALL 2-#4 BOTTOM 16" WALL NA 1-#5 BOTTOM 2-#5 BOTTOM 2-#5 BOTTOM 2-#5 BOTTOM CLR MAS OPENING 4" WALL STEEL LINTELS L3 1/2x3 1/2x5/16 4'-0" OR LESS 4'-1" TO 8'-0" 6" WALL 8" WALL 10" WALL 12" WALL 16" WALL 8'-1" TO 12'-0" 2-L2 1/2x 3 1/2x5/16 LLV 2-L3 1/2x3 1/2x5/16 2-L3 1/2x3 1/2x5/16 2-L5x3 1/2x5/16 LLV + 5/16x11 PLATE W8x10+ 5/16x15 PLATE L5x3 1/2x5/16 LLV 2-L5x3x5/16 LLV 2-L5x3 1/2x5/16 LLV 2-L5x3 1/2x5/16 LLV 2-L5x3 1/2x5/16 LLV + 5/16x11 PLATE W8x10+ 5/16x15 PLATE W8x15+ 5/16x15 PLATE W8x15+ 5/16x11 PLATE W8x15+ 5/16x9 PLATE W8x15+ 5/16x7 PLATE W8x15+ 5/16x5 PLATE NA 5 FINISHED FLOOR MARKER TRAY OFFICES WHEN MARKERBOARDS ARE PLACED IN A SERIES. TACKBOARD / MARKERBOARD GENERAL NOTES: MARKERBOARDS 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" T.O. PRECAST 126'-0" BASEML 100'-0" T.O. MASONRY 116'-0" MEZZANINE LEVEL 111'-6" D E FD.1C.1 F6 A5.201 _______D.4 D.6C.5 A115B A124 A128 A126B A130A A130B A131A A131B W1 3 1/2" W1 3 1/2" W1 3 1/2" W1 3 1/2" W1 3 1/2" W1 3 1/2" A276 W1 W1 _______F1 A4.701 12'-0" 12'-0" 12'-0" 5'-1"8'-6"8'-6"8'-6"4'-1"12'-0"12'-0"12'-0"12'-0"12'-0"2'-5"12'-0"12'-0"12'-0"12'-0"12'-0"10'-3 1/2"PT-6A10'-4"PT-6E14'-6"PT-6A10'-4"PT-6D14'-6"1 1 1'-2"7'-0" 3 3 3 3 3 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 3/19/2024 9:57:43 AMAutodesk 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 JW KH 10/26/2023 232010 Minnesota 10/26/2023 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 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 TYPESD7 3' 6' FE FIRE EXTINGUISHER FF&E FIXTURES FFE FINISHED FLOOR ELEVATION FRP FIBERGLASS REINFORCED PANEL G BLK GLAZED CONCRETE BLOCK GA GAUGE GB GRAB BAR GRD BLK GROUND FACE CONCRETE BLOCK GST GLAZED STRUCTURAL TILE GWB GYPSUM BOARD HCAP HANDICAPPED HM HOLLOW METAL HT HOMOGENEOUS TILE ID INSIDE DIAMETER INSUL INSULATION L-__(#) LOUVER TYPE LAV LAVATORY LFD LINEAR FLOOR DRAIN LINO LINOLEUM LVT LUXURY VINYL TILE M/S MIRROR WITH SHELF MATL MATERIAL MAX MAXIMUM MBD MARKERBOARD MECH MECHANICAL MEF MOSAIC EPOXY FLOORING MIN MINIMUM MIR MIRROR MISC MISCELLANEOUS NIC NOT IN CONTRACT NO NUMBER NSF NON-SLIP FLOORING NTS NOT TO SCALE OH OVERHEAD P LAM PLASTIC LAMINATE P TILE PORCELAIN TILE PLAS PLASTER PT PAINT PTD PAINTED PVC POLYVINYL CHLORIDE PWP PLASTIC (PHENOLIC) WALL PANEL QRT QUARTZ QT QUARRY TILE R RADIUS RAF RESILIENT ATHLETIC FLOORING RCP REFLECTED CEILING PLAN RD ROOF DRAIN RES RESILIENT RF RESINOUS FLOORING RFT RUBBER FLOOR TILE RH RELIEF HOOD 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 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: To match sample supplied by Architect Aggregate-Size As specified Color: To match sample supplied by Architect Finish As specified Acid Etched 04 20 00 Unit Masonry BRK-1 Brick 1 Color to match sample supplied by Architect Mortar Colorant As specified Color to match sample supplied by Architect 06 40 00 Architectural Woodwork (Benches) Hardwood - 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 08 14 00 Wood Doors Prefinished Stained Wood Door Masonite Color: Natural Birch Nutmeg 08 40 00 Aluminum Entrances, Storefronts, and Curtain Walls Sealant-CW/SF As specified Color: To match sample supplied by Architect 08 51 13 Aluminum Windows 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 Prefinished Aluminum Ruskin Custom color to match the material in which louver occurs 09 21 16 Gypsum Board Painted Reveal Trim Fry Reglet Color: Dark Bronze 09 30 00 Tile P TILE-1 Porcelain Floor Tile Ergon Engineered Stone Color: Architect Resin/ New York Sand P TILE-2 Porcelain Wall Tile - Field Ergon Engineered Stone Color: Architect Resin/ E2EH London Smoke P TILE-3 Porcelain Wall Tile - Accent 1 Ergon Engineered Stone Color: Architect Resin/ E26L New York Sand Nat. P TILE-4 Porcelain Wall Tile - Accent 2 Ergon Engineered Stone Color: Architect Resin/ E2GL London Smoke Nat. P TILE-5 Porcelain Shower Tile Ergon Engineered Stone Color: Architect Resin/ E2G2 London Smoke Lapp. Grout- Porcelain Floor Tile As specified Color: As selected by Architect INTERIOR MATERIAL FINISH/ COLOR SCHEDULE Key Item Manufacturer Color/ Finish 09 65 00 Resilient Flooring VB-1 Vinyl Base Tarkett Color: TA4 Gateway 09 68 00 Carpet CPT-1 Carpet J + J Flooring Pattern/ Color: Invision Tempo/ 1758 Finale CPT-2 Carpet J + J Flooring Pattern/ Color: Invision Tone/ 1758 Finale 09 83 13 Acoustic Wall Panels AWP-1 Acoustic Wall Panel Kirei Color: EchoTile Sync/ 444 Smoke AWP-2 Acoustic Wall Panel Kirei Color: EchoTile Sync/ 442 Grey AWP-3 Acoustic Wall Panel Kirei Color: EchoTile Sync/ 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 Sherwin Williams Color: Repose Gray SW7015 PT-6B PT 6B-Walls Accent Sherwin Williams Color: Granite Peak SW6250 PT-6C PT 6C-Walls Accent Sherwin Williams Color: Gauntlet Gray SW7019 PT-6D PT-6D Walls Accent Sherwin Williams Color: Dovetail SW7018 PT-6E PT-6E-Walls Accent Sherwin Williams Color: Marshmallow SW7001 PT-7 PT 7-Soffits Sherwin Williams Color: Marshmallow SW7001 PT-8 PT 8-Ceilings Sherwin Williams Color: Marshmallow SW7001 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: Oiled Legno 8846-58 PVC Edging-Countertop Wilsonart Color: Oiled Legno 8846-58 PVC Edging-Casework Wilsonart Color: Oiled Legno 8846-58 Grand total: 304 0 1/8" = 1'-0" A134 - VEHICLE GARAGE NORTH ELEVATIONF2 6' 12' Revisions Description Date Num Addendum No.1 11/14/2023 1 PR #01 2/5/2024 2 PR #04 3/19/24 3 1 2 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 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"22.98 22.98 _______C7 A5.101 03.06 03.0607.07 _______B5 A5.101 _______F5 A5.5012'-6"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 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" 04.0607.07 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" 07.92 22.9803.06 04.06 03.06 _______B5 A5.101 REV 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 04.18 26.02 08.30 03.05 BRICK/PC LEDGE 99'-4" 07.0407.07 03.06 07.0704.06 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" _______F7 A5.501 3 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"A12"B14"C10"D6"E10"B14"C10"D6"A12"B14"C10"24" 24" 18" 36" 12" 24" 18" 36" STONE/BRICK LEDGE 99'-4" T.O. STONE 109'-8" U.N.O. 24" 24" 18" BASEML 100'-0" T.O. MASONRY 116'-0" B6 A5.503 _______ F6 A5.503 _______ D6 A5.503 _______ 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 3/19/2024 9:57:48 AMAutodesk 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 A5.101 EXTERIOR ELEVATIONS - AREA A 12800 RAVINE PKWY COTTAGE GROVE, MN 55016 10875 IDEAL AVENUE S. COTTAGE GROVE, MN 55016 JW KH/MS 10/26/2023 232010 Minnesota 10/26/2023 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 PREFABRICATED CANOPY 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 10.06 ANODIZED ALUMINUM DIMENSION LETTER SIGNAGE 22.98 ROOF DRAIN DOWNSPOUT (SEE MECH.) 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 0 1/2" = 1'-0" STONE VENEER COURSING PATTERNC7 1'-6" 3' 0 1/4" = 1'-0" ENLARGED ELEVATION AT METAL FIN WALLB5 3' 6' Revisions Description Date Num SI #01 1/18/2024 1 SI #02 1/26/2024 2 PR #04 3/19/24 3 1 2 Change Order Request Project: Cottage Grove, MN 55016 1087 Ideal Avenue S Cottage Grove UE Building 2310312-COR # 3.00 Date:5/16/2024 Cottage Grove, MN 55016 To: Owner From: Kraus-Anderson Construction Company Minneapolis, MN 55404 501 South Eighth Street City Of Cottage Grove 12800 Ravine Parkway South Description: Window credit and added door labels per PR #5. AmountItem #Description Vendor PCO # 8 - Wold PR #5: Plan Review Comments 1 $0.00 No cost change per Wold PR #5.Molin Concrete Products Company, Inc. 2 $226.80 Door hardware changes per Wold PR #5.Bredemus Hardware Company, Inc. 3 ($3,765.00)Windows per Wold PR #5.Northern Glass & Glazing, Inc. ($3,538.20)Total For Change Order Signed: ____________________________Approved By: Submitted By: Date: __________________ Signed: ____________________________Kraus-Anderson Construction Company Date: __________________ Accepted By: Wold Architects & Engineers Signed: ____________________________Date: __________________ City Of Cottage Grove 1 Struckman, Rachel From:Andrew Stumne <andrew.stumne@molin.com> Sent:Thursday, May 9, 2024 1:22 PM To:Struckman, Rachel Cc:Albrecht, Ben Subject:Cottage Grove Utility: PCO Responses. CAUTION: This email originated from outside of the organization. Do not click links or open attachments unless you recognize the sender and know the content is safe. Molin has zero cost change for PCO #8 and #9. Thank you, Andrew Stumne Sr. Project Manager Direct: (651) 203 1422 Cell: (763) 645 3749 415 Lilac Street Lino Lakes, MN 55014 www.molin.com Confidentiality Statement This e-mail and any files transmitted with it are confidential and intended solely for the use of the individual or entity to which they are addressed. If you have received this email in error, please notify the system manager. This message contains confidential information and is intended only for the individual named. If you are not the named addressee you should not disseminate, distribute or copy this email. COMPANY NAME & LOGO Bredemus Hardware Co. Date :4/8/24 Contact Info and Address 1285 Sylvan St. St. Paul, MN 55117 PCO #:8 Project Manager: Dayton Bredemus PR/SI #5 Description Cost Labor Total -$ Materials and Equipment Total Tax on Materials and Equipment Only -$ Self Performed Subtotal -$ 10% Overhead and Profit -$ Self Performed Total -$ Subcontractors 216.00$ 5% Overhead and Profit on Subs 10.80$ Subcontractor Total 226.80$ TOTAL COST OF CHANGE 226.80$ Signature: Labor By Task Qty Unit Unit Cost Total Cost -$ -$ -$ -$ Sub-Total -$ Materials and Equipment By Task Qty Unit Unit Cost Total Cost -$ Add 45 Minute Fire Rating to Single HM Door & Frame 3 EA $72.00 216.00$ -$ -$ -$ -$ -$ -$ Sub-Total 216.00$ Sub-Contractor Proposals Total Cost -$ -$ -$ -$ Sub-Total (Attach Sub-Contractor Proposals)-$ City of Cottage Grove New Utility & Engineering Building (10% is the max fee allowed on CO's) Description of Work Notes/Attachments (Auto Fill from Sub-Total Below) (Auto Fill from Sub-Total Below) PROVIDE DETAIL BREAKDOWN BELOW: COST SUMMARY Contractor acknowledges no other Costs assciated with this PCO. Auto Fill from Sub-Total Below (5% is the max allowed on subcontractors) <<< Provide Sales/Use Tax Total Attachments: Wold PR #5 dated 3/21/24 We have reviewed the PCO and acknowledge that it is a “no change” item and does not affect our completion date. Signed By: Date: Company Name: 501 South Eighth Street Minneapolis, MN 55404 Request For Proposal Project: 2310312- PCO #: 8 Cottage Grove UE Building 1087 Ideal Avenue S Cottage Grove, MN 55016 Date: 04/03/2024 To: Dan Schauer, Kraus-Anderson Construction Company Ben Albrecht, Kraus-Anderson Construction Company Ryan Burfeind, City Of Cottage Grove Lee Mann, Stantec Dayton Bredemus, Bredemus Hardware Company, Inc. Andrew Stumne, Molin Concrete Products Company, Inc. Nick McGahey, Northern Glass & Glazing, Inc. Jacob Wollensak, Wold Architects & Engineers Kayla Simpson, Wold Architects & Engineers Please provide a cost breakdown in accordance with the Contract Documents and a Summary for the Change described herein and on the attachments (if any) listed. All responses are required within seven (7) days. This is not an authorization to proceed with the work described herein unless and until approved by the Owner. On approval, this change will be included in a Change Order, which will provide the formal Contract Cha nge. DESCRIPTION OF PROPOSAL: Please provide a cost estimate per the attached Wold Architects and Engineers PR #5 dated March 21, 2024 regarding plan review comments. PROPOSAL REQUEST Distribution: ☐ Ryan Burfeind, CG ☐ Adam Moshier, CG ☐ Dustin Phillips, KA ☒ Ben Albrecht, KA ☒ Jake Wollensak, Wold ☒ Kayla Simpson, Wold ☐ Pat Jansen, Wold ☐ Ryan Rossborough, Wold ☐ Sean McNamara, Wold ☐ Doug Galloway, Wold ☐ Derek Peterson, Wold ☐ Kal Jackman, BKBM ☐ James Dorr, BKBM ☐ Kyle Kucharski, BKBM ☐ Lee Mann, Stantec ☐ Dave Sanocki, Stantec ☐ Eric Vidden, Stantec City of Cottage Grove Utility & Engineering Building Kraus-Anderson Attn: Dan Kjellberg/Rachel Struckman 501 South Eighth Street Minneapolis, MN 55404 612.332.7281 dan.kjellberg@krausanderson.com / rachel.struckman@krausanderson.com Submit an itemized (labor and material) quotation for the proposed modifications to the contract documents as described herein within 21 days of receipt. If a cost is not submitted within 21 days, this Proposal Request can be accepted at no additional cost. Written approval is required prior to proceeding with this change. COST EXPECTATIONS: ☐ DEDUCT ☐ NO COST ☐ ADD PR: 05 Comm: 232010 Const. Pkg: [Status] Item Description 5 Plan Review Comments 5.1 See revised sheet A0.001 – CODE PLAN for no cost clarifications in response to the plan reviewers comments. 5.2 See revised sheet A2.01a – MAIN LEVEL FLOOR PLAN AREA ‘A’ for added 45 minute fire resistive label at doors A115B, A125, and A126A. Provide cost for added label to doors/frames. 5.3 See revised sheet A2.02a MEZZANINE LEVEL FLOOR PLAN AREA ‘A’ and A5.101 EXTERIOR ELEVATIONS for removed windows. Provide credit for the (3) removed windows. Attachments: A0.001, A2.01a, A2.01b, and A5.101 Issued By: Jake Wollensak Date: 03/21/2024 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). 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 B II B 75 FT 4 STORIES 92,000 S.F. X S-2 II B 75 FT 4 STORIES . 104,000 S.F. GENERAL BUILDING HEIGHT AND AREA SECTION 504 / 506 2 6.ALLOWABLE AREA MODIFICATIONS SECTION 506 ACTUAL AREA GROUP MAIN LEVEL * MEZZANINE B 6,760 SF S-2 29,253 SF 4,510 SF TOTALS: 36,013 SF * 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 + [ 23,000 * 0.32] A(a) = 99,360 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 + [ 39,000 * 0.32] A(a) = 116,480 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 6,760/ 99,360 (0.07) 29,253/ 116,480 (0.27) 0.34 2 2 2 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 C.TRAVEL DISTANCES/ EXIT SYSTEMS COMMON PATH OF EGRESS TRAVEL (TABLE 1006.2.1) = 100 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 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 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 2 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 CONFERENCE ROOMS 0.0025 555 1.39 PARKING GARAGE (AND ACCESSORY) 0.001 21,191 21.19 LOCKER ROOMS 0.001 964 0.06 MECHANICAL EQUIP ROOM 0.001 1,690 1.69 OFFICES (AND ACCESSORY) 0.0025 5,241 13.10 STORAGE ROOMS 0.0025 10,882 27.21 TOTAL RECYCLING SPACE REQUIRED 65.54 S.F. 9. WALL AND CEILING FINISHES TABLE 803.13 RECYCLING SPACE MN CODE 1303.15 2 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. TOILET ROOM 12 50 SF PERSONAL STORAGE 503 SF 34 15 SF STAFF ROOM 556 SF 38 15 SF CONF. RM. QUIET ROOM ADA SHOWER ROOM 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. 1 300 SF WATER SERVICE 67 56 27 15 13 106' SHOWER ROOM CHANGING ROOM 2 100 SF OFFICE 2 100 SF OFFICE 127' 100'168' 41 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" WASH ROOM TOILET ROOM 66 SF RECYCLING AREA2 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: 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) 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: 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 3/21/2024 5:19:51 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 Checker Author 10/26/2023 232010 Minnesota 10/26/2023 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 Addendum No.1 11/14/2023 1 PR #05 03/20/2024 2 1 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 F6/A5.502 12 ELEC FLOOR BOX, SEE ELEC. C5/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. 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". 21 STAINLESS STEEL CORNER GUARD UP TO BOTTOM OF BENCH. 22 FLAG POLE. SEE SPEC FOR HEIGHT. SEE ELECTRICAL FOR LIGHTING. 23 LOCATION OF FIRE EXTINGUISHER CABINET (SEMI-RECESSED IN RM. A110). C4/A4.706 13 CONCRETE PAD. COORDINATE SIZE AND LOCATION WITH MECHANICAL. SEE DETAILS:B7/A4.706 C7/A4.706E7/A4.706 14 HOLD OPEN 17 TRENCH DRAIN, SEE DETAIL E2/A4.705 19 FRP FROM FLOOR TO 8'-0" AFF. 24 CONCRETE SPLASH BLOCK; SEE DETAIL .C7/A5.702 25 CARD READER GOOSE NECK PEDESTAL FOR OH DOOR OPERATION. COORDINATE EXACT LOCATION WITH OWNER PRIOR TO INSTALLATION. SEE ELECTRICAL. F4 A5.201 _______C1A5.101E1 A5.101 C5A5.101A B C D E 1 3 4 5 2 6 1.1 C4 A5.202 _______ C6 A5.202 _______ F1 A5.202 _______C2 A5.202 _______ C7 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. A112A100A101A103A111A A114A115B A110A A114A124 A130A TOILET ROOM A128 MECH/ELEC A125 STORAGE A126 JC. A123 F1 A5.101 CIRC. A115 PERSONAL STORAGE A116 A121A125 A126AA110BA123ELECTRICAL ROOM A127 A132 A134B A134C _______D5 A4.103 GA6 GA6 GA6 GA6 GA6 GA6 GA6 GA6 GA6 GA6 GA6 GA6 GA6 GA6 GE5 GE5 GA6 MA2 MA3 GA6 MA2 MA2 MA2 C2 A5.201 _______ F7 A5.201 _______ F6 A5.201 _______ C4 A5.201 _______C6 A5.201 _______ F4a A5.202 _______ A130B SF3 SF3 SF3 SF3 SF3 A1121 6 1 4 4 4 4 CW3 A134A9 _______F1 A4.201 _______F5 A4.103 W1 W1 CONF. RM. A111 A4.451 C7 A4.451 B4 B2aA4.451 B6 A4.451 B1a A4.451E1A4.451 E4 A4.451 E6 A4.451 F6 A4.451C3 A4.451 D1 A4.451 E2 9'-8" A4.451 A4.451 F4 F2 A5.201 _______ F2 SF2 SF2 SF2 SF2 A115A A111B 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"31'-0"10'-0"6'-0"15'-0"A131A A131B 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"A102 OFFICE A108 OFFICE A107 C1 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.6B.5 C.5 SF1 GB2 VEHICLE GARAGE A134 F6 A5.202 _______C1 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 _______F7 A4.103 A4.451D2 5 5 3 8 A127A108 GA6 7 2 2 _______E7 A4.103 12 12 12 12 12 12 TOILET ROOM A113 CW4 14 15 A113 16'-0"GE6 _______A7 A4.706 100'-0" F1 A5.201 _______ A128 C4 17 A107A106A105A104 4'-0" 18 1818 18 4'-0"2'-0"8'-0"3'-4"4'-0"A118A119A126B A4.101 F2 7'-0"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'-11" 4'-9" 2'-0" 9'-4"8'-2" 9'-2" 8'-9" 10'-11"9 1/2"9'-6"8"9'-6" 8" 9'-6" 8" 9'-6" 8" 5" 9'-6"10" 5" 16'-3 3/4"4'-11 1/4" 3'-3"1'-5"4"5'-0" 6'-0" 15'-0"28'-1 3/4"13'-8 1/2"GB2 D4 D6 CW1 CW2 19 A1167'-9" 3'-9"5"20 F1 A5.101 20 20 20 20 20 20 20 14'-10 1/2" 20 20 20 20 2020 30'-11 1/2"7'-11" 5'-4"5'-2 3/4"13 13 13 13 4" F2 A5.202 _______ AP2 PTD 22 _______B7 A5.702 TBD 6'-0" 5 23 23 23 23 MA3MA3 PB8PB8 PB8 PB8 PB8 PB8 A4.451 B7 C7 A5.202 _______ C6 A5.202 _______SIM NOTES APPLYC7 A5.202 _______ SIM F1 A5.202 _______SIM MB3 MA2 PB8 MA2 23 23 24 D7 _______B2 A5.502 1'-0 1/2"1'-0 1/2" GE5 A4.103A2 A4 B2 B4 C6a 25 24 24 GB2 1'-0" GA6 GA6GA6GA6 GA6 5" CPT-2 CPT-1 _______B6 A5.503 _______B6 A5.503 1'-0" 9'-4" 23'-0" ~1/4" / 1'-0" SLOPE 38'-8 1/2"1'-2"35'-1 1/2"32'-8" 6'-0 3/4"~3/16" / 1'-0" SLOPE~1/8" / 1'-0" SLOPE~3/16" / 1'-0" SLOPE104'-0" 13 13 MA3 3 3 3 3 313 1/2"15 1/2"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 CARD READER, SEE ELECTRICAL.1. 2. DOOR SCHEDULE REMARKS PROVIDE FIRE NUMBER AT EXTERIOR DOORS DOOR NUMBER IN "_". 3.EXTEND DOOR FRAME WIDTH BE 3/4" WIDER TO ACCOUNT FOR THICKNESS OF WOOD PANEL. 4.SEE F1/A2.01b FOR OPENING WIDTH. SEE INTERIOR ELEVATIONS FOR LOCATIONS OF PAINTED BLOCK, TILE AND PAINT. 1. PROVIDE TILE TO A HEIGHT OF 4'-6" WITH EPOXY PAINT ABOVE. PROVIDE FULL HEIGHT TILE ON ANY WALL WITH PLUMBING FIXTURES. PROVIDE FULL HEIGHT TILE AT ALL SHOWER WALLS. 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 PATTERN INFORMATION. 6.PAINT CEILING AND ALL EXPOSED STRUCTURE, PIPING, CONDUIT, MECHANICAL DUCTS AND VENTS. 7. 8. PROVIDE VINYL BASE AT CASEWORK UNLESS OTHERWISE NOTED. 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. SEE DETAIL FOR TILE PATTERN INFORMATION. SEE INTERIOR ELEVATIONS FOR LOCATIONS OF PAINT. PROVIDE CUT TILE AT BASE WITH WAINSCOT TRIM AT TOP OF CUT TILE THROUGHOUT ROOM. PROVIDE EPOXY PAINT AT ALL WALLS THROUGHOUT THIS ROOM. SLOPE CONC. FLOOR TOWARDS EXTERIOR DOOR. SEE PLANS FOR FLOORSLOPING INFORMATION. ROOM FINISH SCHEDULE REMARKS E4/A4.706 F4/A4.706 14. PT-6A/ PT-6E, SEE F2/A4.101 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 3/21/2024 5:19:58 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 JW KH 10/26/2023 232010 Minnesota 10/26/2023 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. PTILE-1 PTILE-1 SF ... SF ... GWB PT-6A SF ... 1, 10 A101 LOBBY PTILE-1 PTILE-1 SF ... GWB PT-6A GWB PT-6A SF ... 1, 3, 10 A102 TOILET ROOM PTILE-1 PTILE-1 GWB PTILE-2/ PTILE-3 GWB PTILE-2/ PTILE-3 GWB PTILE-2/ PTILE-3 GWB PTILE-2/ PTILE-3 2, 5 A103 OPEN OFFICE CPT-1/CPT-2 VB-1 GWB PT-6A/ PT-6C GWB PT-6A/ PT-6C GWB PT-6A GWB PT-6A 3, 13 A104 SMALL CONFERENCE ROOM CPT-2 VB-1 GWB PT-6A GWB PT-6B GWB PT-6A GWB PT-6A A105 OFFICE CPT-2 VB-1 GWB PT-6A GWB PT-6B GWB PT-6A GWB PT-6A A106 OFFICE CPT-2 VB-1 GWB PT-6A GWB PT-6B GWB PT-6A GWB PT-6A A107 OFFICE CPT-2 VB-1 GWB PT-6A GWB PT-6B GWB PT-6A GWB PT-6A A108 OFFICE CPT-2 VB-1 GWB PT-6A GWB PT-6B GWB PT-6A GWB PT-6A A109 WORK ROOM CPT-2 VB-1 GWB PT-6A CONC PT-6B GWB PT-6A GWB PT-6A A110 STAFF ROOM PTILE-1 PTILE-1 GWB PT-6A GWB PT-6B GWB PT-6A GWB PT-6B 3, 10 A111 CONF. RM. CPT-2 VB-1 GWB PT-6A GWB PT-6B GWB PT-6A GWB PT-6B A112 CIRC. CPT-1 VB-1 GWB PT-6A GWB PT-6A GWB PT-6A ... ... A113 TOILET ROOM PTILE-1 PTILE-1 GWB PTILE-2/ PTILE-3 GWB PTILE-2/ PTILE-3 GWB PTILE-2/ PTILE-3 GWB PTILE-2/ PTILE-3 2, 5 A114 QUIET ROOM CPT-1 VB-1 GWB PT-6A GWB PT-6A GWB PT-6B GWB PT-6A A115 CIRC. PTILE-1 PTILE-1 GWB PT-6A GWB PT-6A GWB PT-6A GWB PT-6A 10 A116 PERSONAL STORAGE CPT-1 VB-1 GWB PT-6A GWB PT-6A GWB PT-6A GWB PT-6A A117 ADA SHOWER ROOM PTILE-1 PTILE-1 GWB PTILE-2/ PTILE-3 GWB PTILE-2/ PTILE-3/ PTILE-5 GWB PTILE-2/ PTILE-3/ PTILE-5 GWB PTILE-2/ PTILE-3 2, 5, 12 A118 SHOWER ROOM PTILE-1 PTILE-1 GWB PTILE-2/ PTILE-3 GWB PTILE-2/ PTILE-3/ PTILE-5 GWB PTILE-2/ PTILE-3/ PTILE-5 GWB PTILE-2/ PTILE-3 2, 5, 12 A119 CHANGING ROOM PTILE-1 PTILE-1 GWB PT-6A GWB PT-6A GWB PT-6A GWB PT-6A 10 A121 ADA TOILET PTILE-1 PTILE-1 GWB PTILE-2/ PTILE-3 GWB PTILE-2/ PTILE-3 GWB PTILE-2/ PTILE-3 GWB PTILE-2/ PTILE-3 2, 5 A123 JC. S. CONC ... CONC PT-6A CMU PT-6A CMU PT-6A CONC PT-6A A124 JC / MAINT. S. CONC ... CONC PT-6A CMU PT-6A CONC PT-6A CONC PT-6A 6 A125 MECH/ELEC S. CONC ... CONC PT-6A CONC PT-6A CONC PT-6A CONC PT-6A 6 A126 STORAGE S. CONC ... CONC PT-6A CONC PT-6A CMU PT-6A CMU PT-6A 6 A127 ELECTRICAL ROOM S. CONC ... CMU PT-6A CMU PT-6A CONC PT-6A CMU PT-6A 6 A128 TOILET ROOM S. CONC ... CMU PT-6A GWB PT-6A CONC PT-6A CMU PT-6A A130 WATER METER ROOM S. CONC ... CONC PT-6A CONC PT-6A CMU PT-6A CONC PT-6A 6 A131 STREET LIGHT STORAGE S. CONC ... CONC PT-6A CONC PT-6A CMU PT-6A CONC PT-6A 6 A132 WATER SERVICE S. CONC ... CMU PT-6A CMU PT-6A CONC PT-6A CONC PT-6A A134 VEHICLE GARAGE S. CONC ... CONC/CMU PT-6A ... ... CONC PT-6A CONC PT-6A 6, 14 A136 WASH ROOM S. CONC ... CONC PT-6A CMU PT-6A CMU PT-6A CMU PT-6A 6 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 -- SEE ELEV. SEE ELEV. SEE ELEV. 01 1 A101 AL 1 3'-0" 7'-8" AL -- 3'-0" SF 1 -- AL -- SEE ELEV. SEE ELEV. SEE ELEV. 02 1 A102 F 1 3'-0" 7'-0" WD -- 3'-4" FR 1 -- HM -- D6/A4.801 D6/A4.801 -- 09 A103 G 1 3'-0" 7'-0" WD -- 3'-4" FR 1 -- HM -- D6/A4.801 D6/A4.801 -- 19 1 A104 FG 1 3'-0" 7'-0" A-WD -- 9'-0" FR 2 -- HM -- D6/A4.801 D6/A4.801 -- 13 A105 FG 1 3'-0" 7'-0" A-WD -- 9'-0" FR 2 -- HM -- D6/A4.801 D6/A4.801 -- 13 A106 FG 1 3'-0" 7'-0" A-WD -- 9'-0" FR 2 -- HM -- D6/A4.801 D6/A4.801 -- 13 A107 FG 1 3'-0" 7'-0" A-WD -- 9'-0" FR 2 -- HM -- D6/A4.801 D6/A4.801 -- 13 A108 FG 1 3'-0" 7'-0" A-WD -- 9'-0" FR 2 -- HM -- D6/A4.801 D6/A4.801 -- 13 A110A N 1 3'-0" 7'-0" A-WD -- 5'-4" FR 2A -- HM -- D6/A4.801 D6/A4.801 -- 07 A110B G 1 3'-0" 7'-0" WD -- 3'-4" FR 1 -- HM -- D6/A4.801 D6/A4.801 -- 07 A111A G 1 3'-0" 7'-0" WD -- 3'-4" FR 1 -- HM -- D6/A4.801 D6/A4.801 -- 20 1, 3 A111B F 1 3'-0" 7'-0" A-WD -- 5'-4" FR 2A -- HM -- D6/A4.801 D6/A4.801 -- 18 1 A112 F 1 3'-0" 7'-0" WD -- 5'-4" FR 2A -- HM -- D6/A4.801 D6/A4.801 -- 08 A113 F 1 3'-0" 7'-0" WD -- 3'-4" FR 1 -- HM -- D6/A4.801 D6/A4.801 -- 09 A114 F 1 3'-0" 7'-0" WD -- 3'-4" FR 1 -- HM -- D6/A4.801 D6/A4.801 -- 09 A115A N 1 3'-0" 7'-0" HM -- 3'-4" FR 1B -- HM -- C2/A5.602 D2/A5.602 B7a/a5.601 03 1 A115B G 1 3'-0" 7'-0" HM 45 3'-4" FR 1 -- HM -- E3/A5.601 E5/A5.601 -- 05 A116 -- -- 12'-0" 8'-0" -- -- 12'-0" GS 1 -- AL -- -- -- -- -- A117 F 1 3'-0" 7'-0" WD -- 3'-4" FR 1 -- HM -- D6/A4.801 D6/A4.801 -- 10 A118 F 1 3'-0" 7'-0" WD -- 3'-4" FR 1 -- HM -- D6/A4.801 D6/A4.801 -- 10 A119 F 1 3'-0" 7'-0" WD -- 3'-4" FR 1 -- HM -- D6/A4.801 D6/A4.801 -- 11 A121 F 1 3'-0" 7'-0" WD -- 3'-4" FR 1 -- HM -- D6/A4.801 D6/A4.801 -- 09 A123 G 1 3'-0" 7'-0" HM -- 3'-4" FR 3 -- HM -- B4/A4.801 B6/A4.801 -- 06 A124 F 1 3'-0" 7'-0" HM -- 3'-4" FR 1 -- HM -- E3/A5.601 E5/A5.601 -- 14 A125 F 1 3'-0" 7'-0" HM 45 3'-4" FR 1 -- HM -- E3/A5.601 E5/A5.601 -- 23 A126A F 2 3'-6" 7'-0" HM 45 7'-4" FR 3 -- HM -- B4/A4.801 B6/A4.801 -- 24 A126B F 2 3'-4" 7'-0" HM -- 7'-0" FR 3 -- HM -- B4/A4.801 B6/A4.801 -- 04 A127 F 1 3'-0" 7'-0" HM -- 3'-4" FR 3 -- HM -- B4/A4.801 B6/A4.801 -- 17 A128 F 1 3'-0" 7'-0" HM -- 3'-4" FR 1 -- HM -- E3/A5.601 E5/A5.601 -- 12 A130A F 1 3'-8" 7'-0" HM -- 4'-0" FR 3 -- HM -- B4/A4.801 B6/A4.801 -- 21 1 A130B MCDF 1 8'-0" 8'-4" HM -- 8'-4" CDF -- HM -- D3/A4.801 D4/A4.801 -- -- A131A F 1 3'-8" 7'-0" HM -- 4'-0" FR 3 -- HM -- B4/A4.801 B6/A4.801 -- 22 A131B MCDF 1 8'-0" 8'-4" HM -- 8'-4" CDF -- HM -- D3/A4.801 D4/A4.801 -- -- 1 A132 F 1 3'-0" 7'-0" HM -- 3'-4" FR 3 -- HM -- B4/A4.801 B6/A4.801 -- 15 A134A OHG-2 1 16'-0" 14'-0" AL -- 16'-0" OH-2 -- AL -- F5/A5.601 F7/A5.601 F3a/A5.601 -- A134B N 1 3'-0" 7'-0" HM -- 3'-4" FR 1A -- HM -- E3/A5.601 E5/A5.601 B7a/a5.601 03 1, 2 A134C N 1 3'-0" 7'-0" HM -- 3'-4" FR 1A -- HM -- E3/A5.601 E5/A5.601 B7a/a5.601 03 1, 2 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 Addendum No.1 11/14/2023 1 PR #01 02/05/2024 2 PR #04 03/19/2024 3 PR #05 03/20/2024 4 1 1 1 2 2 2 3 3 3 3 3 3 3 3 3 3 3 4 4 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 F6/A5.502 12 ELEC FLOOR BOX, SEE ELEC. C5/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. 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". 21 STAINLESS STEEL CORNER GUARD UP TO BOTTOM OF BENCH. 22 FLAG POLE. SEE SPEC FOR HEIGHT. SEE ELECTRICAL FOR LIGHTING. 23 LOCATION OF FIRE EXTINGUISHER CABINET (SEMI-RECESSED IN RM. A110). C4/A4.706 13 CONCRETE PAD. COORDINATE SIZE AND LOCATION WITH MECHANICAL. SEE DETAILS:B7/A4.706 C7/A4.706E7/A4.706 14 HOLD OPEN 17 TRENCH DRAIN, SEE DETAIL E2/A4.705 19 FRP FROM FLOOR TO 8'-0" AFF. 24 CONCRETE SPLASH BLOCK; SEE DETAIL .C7/A5.702 25 CARD READER GOOSE NECK PEDESTAL FOR OH DOOR OPERATION. COORDINATE EXACT LOCATION WITH OWNER PRIOR TO INSTALLATION. SEE ELECTRICAL. SEE INTERIOR ELEVATIONS FOR LOCATIONS OF PAINTED BLOCK, TILE AND PAINT. 1. PROVIDE TILE TO A HEIGHT OF 4'-6" WITH EPOXY PAINT ABOVE. PROVIDE FULL HEIGHT TILE ON ANY WALL WITH PLUMBING FIXTURES. PROVIDE FULL HEIGHT TILE AT ALL SHOWER WALLS. 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 PATTERN INFORMATION. 6.PAINT CEILING AND ALL EXPOSED STRUCTURE, PIPING, CONDUIT, MECHANICAL DUCTS AND VENTS. 7. 8. PROVIDE VINYL BASE AT CASEWORK UNLESS OTHERWISE NOTED. 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. SEE DETAIL FOR TILE PATTERN INFORMATION. SEE INTERIOR ELEVATIONS FOR LOCATIONS OF PAINT. PROVIDE CUT TILE AT BASE WITH WAINSCOT TRIM AT TOP OF CUT TILE THROUGHOUT ROOM. PROVIDE EPOXY PAINT AT ALL WALLS THROUGHOUT THIS ROOM. SLOPE CONC. FLOOR TOWARDS EXTERIOR DOOR. SEE PLANS FOR FLOORSLOPING INFORMATION. ROOM FINISH SCHEDULE REMARKS E4/A4.706 F4/A4.706 14. PT-6A/ PT-6E, SEE F2/A4.101 CARD READER, SEE ELECTRICAL.1. 2. DOOR SCHEDULE REMARKS PROVIDE FIRE NUMBER AT EXTERIOR DOORS DOOR NUMBER IN "_". 3.EXTEND DOOR FRAME WIDTH BE 3/4" WIDER TO ACCOUNT FOR THICKNESS OF WOOD PANEL. 4.SEE F1/A2.01b FOR OPENING WIDTH. 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 F4 A5.201 _______C1A5.101E1 A5.101 A B C D E 1 3 4 5 2 6 1.1 C4 A5.202 _______ C6 A5.202 _______ F1 A5.202 _______C2 A5.202 _______ C7 A5.201 _______ D.1C.1 C2 A5.201 _______ F7 A5.201 _______ F6 A5.201 _______ C4 A5.201 _______C6 A5.201 _______ F4a A5.202 _______A275MECHANICAL ROOM A275 F2 A5.201 _______ A276 W1 W1 W1 L1 W1 W1 W1 ROOF BELOW OPEN TO BELOW _______D1 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" C1 A5.201 _______ 1.4 D.4 D.6 12'-0"10'-8"B.5 C.5 25'-0" DATA ROOM A276 MEZZANINE STORAGE A277 W1 W1 W12'-0" 10'-0" 4'-6" 5'-0" 4'-6" 10'-0" 7'-0" F6 A5.202 _______C1 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"44'-0" W1 W1 METAL RAILING 8'-2" 4'-8" METAL RAILING 22'-3" 8'-0" METAL RAILING 36'-0"METAL RAILING20'-9 1/2"L2 L1 MA2 MA2 F1 A5.201 _______ A4.203 F3A4.101 F212'-0"1'-4"10'-0"6'-0"13 13 13 13 F2 A5.202 _______ 23 C7 A5.202 _______ PB8 23 _______F1 A4.701B5 A5.10113 6'-3 1/4"1'-0 5/8" 4 F E D C B A 1 2 3 4 5 6 7 8 A MN NorthCheck: Drawn: Date: Comm: License Number: I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed under the laws of the State of Scale: Date 501 South Eighth Street Minneapolis, MN 55404 krausanderson.com | 612 332 7281 3/21/2024 5:19:59 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 JW KH 10/26/2023 232010 Minnesota 10/26/2023 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 A275 MECHANICAL ROOM TT TT CONC PT-6E CMU PT-6E CONC PT-6E CONC PT-6E 6 A276 DATA ROOM S. CONC ... CONC PT-6E CMU PT-6E CMU PT-6E CMU PT-6E 6 A277 MEZZANINE STORAGE S. CONC ... CONC PT-6E CONC PT-6E ... ... CMU PT-6E 6 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 A275 F 1 3'-6" 7'-0" HM 3'-10" FR 3 -- HM -- B4/A4.801 B6/A4.801 -- 16 A276 F 1 3'-0" 7'-0" HM -- 3'-4" FR 3 -- HM -- B4/A4.801 B6/A4.801 -- 22 1 0 1/8" = 1'-0" MEZZANINE LEVEL AREA AF1 6'12' A B Revisions Description Date Num Addendum No.1 11/14/2023 1 PR #01 02/05/2024 2 PR #04 03/19/2024 3 PR #05 03/20/2024 4 1 1 1 2 3 3 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 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"22.98 22.98 _______C7 A5.101 03.06 03.0607.07 _______B5 A5.101 _______F5 A5.5012'-6"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 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" 04.0607.07 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" 07.92 22.9803.06 04.06 03.06 _______B5 A5.101 REV 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 04.18 26.02 08.30 03.05 BRICK/PC LEDGE 99'-4" 07.0407.07 03.06 07.0704.06 04.06 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" _______F7 A5.501 3 4 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"A12"B14"C10"D6"E10"B14"C10"D6"A12"B14"C10"24" 24" 18" 36" 12" 24" 18" 36" STONE/BRICK LEDGE 99'-4" T.O. STONE 109'-8" U.N.O. 24" 24" 18" BASEML 100'-0" T.O. MASONRY 116'-0" B6 A5.503 _______ F6 A5.503 _______ D6 A5.503 _______ 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 3/21/2024 5:20:01 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 A5.101 EXTERIOR ELEVATIONS - AREA A 12800 RAVINE PKWY COTTAGE GROVE, MN 55016 10875 IDEAL AVENUE S. COTTAGE GROVE, MN 55016 JW KH/MS 10/26/2023 232010 Minnesota 10/26/2023 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 PREFABRICATED CANOPY 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 10.06 ANODIZED ALUMINUM DIMENSION LETTER SIGNAGE 22.98 ROOF DRAIN DOWNSPOUT (SEE MECH.) 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 0 1/2" = 1'-0" STONE VENEER COURSING PATTERNC7 1'-6" 3' 0 1/4" = 1'-0" ENLARGED ELEVATION AT METAL FIN WALLB5 3' 6' Revisions Description Date Num SI #01 1/18/2024 1 SI #02 01/26/2024 2 PR #04 03/19/2024 3 PR #05 03/20/2024 4 1 2 Change Order Request Project: Cottage Grove, MN 55016 10875 Ideal Ave S Cottage Grove UE Building 2310312-COR # 4.00 Date:6/14/2024 Cottage Grove, MN 55016 To: Owner From: Kraus-Anderson Construction Company Minneapolis, MN 55404 501 South Eighth Street City Of Cottage Grove 12800 Ravine Parkway South Description: This change order includes changing fifteen (15) wood doors to hollow metal doors, and removing one (1) W1 window. AmountItem #Description Vendor PCO # 4 - Wold PR 1: Door Revision & Window-Louver Revision 1 $0.00 No cost change per Wold PR #1.Axel H. Ohman, Inc. 2 $0.00 No cost change per Wold PR #1.Molin Concrete Products Company, Inc. 3 $9,612.00 Door hardware per Wold PR #1.Bredemus Hardware Company, Inc. 4 ($1,255.00)Windows per Wold PR #1.Northern Glass & Glazing, Inc. 5 $0.00 No cost change per Wold PR #1.SCR Central Division $8,357.00 Total For Change Order Signed: ____________________________Approved By: Submitted By: Date: __________________ Signed: ____________________________Kraus-Anderson Construction Company Date: __________________ Accepted By: Wold Architects & Engineers Signed: ____________________________Date: __________________ City Of Cottage Grove 1 Struckman, Rachel From:Andrew Stumne <andrew.stumne@molin.com> Sent:Thursday, March 21, 2024 6:01 AM To:Albrecht, Ben; Nate Mitchell Cc:Kjellberg, Dan; Struckman, Rachel Subject:RE: Cottage Grove Utility Building - PCO 4_PR 1 Door-Window-Louver Revision CAUTION: This email originated from outside of the organization. Do not click links or open attachments unless you recognize the sender and know the content is safe. No cost change. Thank you, Andrew Stumne Sr. Project Manager Direct: (651) 203 1422 Cell: (763) 645 3749 From: Albrecht, Ben <ben.albrecht@krausanderson.com> Sent: Thursday, March 21, 2024 5:45 AM To: Andrew Stumne <andrew.stumne@molin.com>; Nate Mitchell <NateM@molin.com> Cc: Kjellberg, Dan <dan.kjellberg@krausanderson.com>; Struckman, Rachel <rachel.struckman@krausanderson.com> Subject: FW: Cottage Grove Utility Building - PCO 4_PR 1 Door-Window-Louver Revision CAUTION: This email originated from outside of the organization. Do not click links or open attachments unless you recognize the sender and know the content is safe. Gentlemen, Any cost from Molin on PR1 that we should be expecting? I want to get this reviewed and pushed through. Thanks, Ben Ben Albrecht | Assistant Project Manager ben.albrecht@krausanderson.com | direct 612.255.2513 KRAUS-ANDERSON CONSTRUCTION COMPANY 501 South Eighth Street, Minneapolis, MN 55404 Office 612.332.7281 | Cell 763.401.2465 | krausanderson.com Together, strengthening the communities we serve Insert Owner Logo COMPANY NAME & LOGO Bredemus Hardware Co. Date :2/28/24 Contact Info and Address 1285 Sylvan St. St. Paul, MN 55117 PCO #:4 Project Manager: Dayton Bredemus PR/SI # Description Cost Labor Total -$ Materials and Equipment Total Tax on Materials and Equipment Only -$ Self Performed Subtotal -$ 10% Overhead and Profit Self Performed Total Subcontractors 9,154.29$ 5% Overhead and Profit on Subs 457.71$ Subcontractor Total 9,612.00$ TOTAL COST OF CHANGE 9,612.00$ Signature: Labor By Task Qty Unit Unit Cost Total Cost -$ -$ -$ -$ Sub-Total -$ Materials and Equipment By Task Qty Unit Unit Cost Total Cost Hollow Metal Doors 15 ea $1,120.00 $16,800.00 Wood Doors 15 ea -$509.71 -$7,645.71 -$ -$ -$ -$ -$ -$ Sub-Total 9,154.29$ Sub-Contractor Proposals Total Cost 9,154.29$ -$ -$ -$ Sub-Total (Attach Sub-Contractor Proposals)9,154.29$ Auto Fill from Sub-Total Below (5% is the max allowed on subcontractors) <<< Provide Sales/Use Tax Total City of Cottage Grove New Utility & Engineering Building (10% is the max fee allowed on CO's) Description of Work Notes/Attachments (Auto Fill from Sub-Total Below) (Auto Fill from Sub-Total Below) PROVIDE DETAIL BREAKDOWN BELOW: COST SUMMARY Contractor acknowledges no other Costs assciated with this PCO. CGUEB PCO 4 -PR 1 PRICING BREAKOUT REMOVE WOOD DOOR A115A:-$586.59 ADD HM DOOR A115A:+$1,500.55 REMOVE WOOD DOOR A115B:-$516.57 ADD HM DOOR A115B:+$987.55 REMOVE WOOD DOOR A123:-$516.57 ADD HM DOOR A123:+$987.55 REMOVE WOOD DOOR A124:-$373.29 ADD HM DOOR A124:+$746.91 REMOVE WOOD DOOR A125:-$396.24 ADD HM DOOR A125:+777.34 REMOVE WOOD DOOR A126B:-$902.20 ADD HM DOOR A126B:+1,715.01 REMOVE WOOD DOOR A127:-$373.29 ADD HM DOOR A127:+$746.91 REMOVE WOOD DOOR A128:-$373.29 ADD HM DOOR A128:+$746.91 REMOVE WOOD DOOR A132:-$373.29 ADD HM DOOR A132:+$746.91 REMOVE WOOD DOOR A134B:-$586.59 ADD HM DOOR A134B:+$1,500.55 REMOVE WOOD DOOR A134C:-$586.59 ADD HM DOOR A134C:+$1,500.55 REMOVE WOOD DOOR B133C:-$586.59 ADD HM DOOR B133C:+$1,500.55 REMOVE WOOD DOOR B134A:-$586.59 ADD HM DOOR B134A:+$1,500.55 REMOVE WOOD DOOR A275:-$421.77 ADD HM DOOR A275:+$879.73 REMOVE WOOD DOOR A276:-$466.25 ADD HM DOOR A276:+$962.43 WOOD DOOR TOTAL:$7,645.71 HM DOOR TOTAL:$16,800.00 SUBTOTAL:$9,154.29 +5% TOTAL:$9,612.00 1 Struckman, Rachel From:Jesse Widmer <Jesse.Widmer@scr-mn.com> Sent:Monday, February 19, 2024 10:42 AM To:Struckman, Rachel Subject:RE: Cottage Grove Utility Building - PCO 4_PR 1 Door-Window-Louver Revision CAUTION: This email originated from outside of the organization. Do not click links or open attachments unless you recognize the sender and know the content is safe. No change for scr Jesse Widmer SCR - Project Manager Cell Phone 320.492.1964 Jesse.widmer@scr-mn.com From: Struckman, Rachel <rachel.struckman@krausanderson.com> Sent: Friday, February 16, 2024 3:51 PM To: 'Jordan Boeser' <Jordan@axelohman.com>; 'andrew.stumne@molin.com' <andrew.stumne@molin.com>; 'Perry Haberer' <perryh@csiminnesota.net>; 'jon@spartansteelco.com' <jon@spartansteelco.com>; 'Ben Mach' <bmach@ebertcompanies.com>; 'David M. Bobo' <Dave.Bobo@syinc.us>; 'Paula Jackson' <paula@jaaroofing.com>; 'sam.edwards@jaaroofing.com' <sam.edwards@jaaroofing.com>; 'kevin@jaaroofing.com' <kevin@jaaroofing.com>; 'Jennifer Harmon' <jennifer@jaaroofing.com>; 'Michael Carl' <mcarl@cdsdoor.com>; 'nick@northernglassinc.com' <nick@northernglassinc.com>; 'craig@commercialdrywall.net' <craig@commercialdrywall.net>; 'Rick Olsen' <rolsen@cfs-floors.com>; 'Jaina@tcacoustics.com' <Jaina@tcacoustics.com>; 'Shawn Fiedler' <SFiedler@mcicarpetone.com>; 'troy@steinbrecherpainting.com' <troy@steinbrecherpainting.com>; 'chad@novafire.com' <chad@novafire.com>; Jesse Widmer <Jesse.Widmer@scr-mn.com>; 'Fobbe Electric' <fe@fobbeelectric.com>; 'mindy.hackett@millerexc.com' <mindy.hackett@millerexc.com>; 'Mike McNamara' <m.mcnamara@mcnamaracontracting.com>; 'Toby Helgeson' <thelgeson@ebertcompanies.com>; 'Joe Grygelko' <joegrygelko@gmail.com>; 'Dayton Bredemus' <dayton@bredemus.com>; 'Joshua M' <joshuam@csiminnesota.net> Cc: Kjellberg, Dan <dan.kjellberg@krausanderson.com>; Albrecht, Ben <ben.albrecht@krausanderson.com>; Jacob Wollensak <jwollensak@woldae.com>; 'Kayla Simpson' <ksimpson@woldae.com>; 'Lee.Mann@stantec.com' <Lee.Mann@stantec.com>; 'rburfeind@cottagegrovemn.gov' <rburfeind@cottagegrovemn.gov>; Schauer, Dan <dan.schauer@krausanderson.com> Subject: Cottage Grove Utility Building - PCO 4_PR 1 Door-Window-Louver Revision CAUTION: This email originated from outside of the organization. Do not click links or open attachments unless you recognize the sender and know the content is safe. Team, Please see the attached PCO #4 regarding Wold PR #1 – Door-Window-Louver Revisions. Known Affected Work Scopes: - Axel - Molin - Bredemus - Northern Glass - SCR Attachments: Wold PR #1 dated 2/5/24 We have reviewed the PCO and acknowledge that it is a “no change” item and does not affect our completion date. Signed By: Date: Company Name: 501 South Eighth Street Minneapolis, MN 55404 Request For Proposal Project: 2310312- PCO #: 4 Cottage Grove UE Building 1087 Ideal Avenue S Cottage Grove, MN 55016 Date: 02/16/2024 To: Dan Schauer, Kraus-Anderson Construction Company Ben Albrecht, Kraus-Anderson Construction Company Ryan Burfeind, City Of Cottage Grove Lee Mann, Stantec Jordan Boeser, Axel H. Ohman, Inc. Dayton Bredemus, Bredemus Hardware Company, Inc. Andrew Stumne, Molin Concrete Products Company, Inc. Nick McGahey, Northern Glass & Glazing, Inc. Jacob Wollensak, Wold Architects & Engineers Kayla Simpson, Wold Architects & Engineers Jesse Widmer, SCR Central Division Please provide a cost breakdown in accordance with the Contract Documents and a Summary for the Change described herein and on the attachments (if any) listed. All responses are required within seven (7) days. This is not an authorization to proceed with the work described herein unless and until approved by the Owner. On approval, this change will be included in a Change Order, which will provide the formal Contract Cha nge. DESCRIPTION OF PROPOSAL: Please provide a cost estimate per the attached Wold Architects PR #1 dated February 5, 2024 regarding door revision & window/louver revision. PROPOSAL REQUEST Distribution: ☒ Ryan Burfeind, CG ☐ Adam Moshier, CG ☒ Dustin Phillips, KA ☒ Ben Albrecht, KA ☒ Jake Wollensak, Wold ☒ Kayla Simpson, Wold ☒ Pat Jansen, Wold ☒ Ryan Rossborough, Wold ☐ Sean McNamara, Wold ☐ Doug Galloway, Wold ☐ Derek Peterson, Wold ☒ Kal Jackman, BKBM ☒ James Dorr, BKBM ☒ Kyle Kucharski, BKBM ☐ Lee Mann, Stantec ☐ Dave Sanocki, Stantec ☐ Eric Vidden, Stantec City of Cottage Grove Cottage Grove Utility Building Kraus-Anderson Attn: Dan Kjellberg/Rachel Struckman 501 South Eighth Street Minneapolis, MN 55404 612.332.7281 dan.kjellberg@krausanderson.com / rachel.struckman@krausanderson.com Submit an itemized (labor and material) quotation for the proposed modifications to the contract documents as described herein within 21 days of receipt. If a cost is not submitted within 21 days, this Proposal Request can be accepted at no additional cost. Written approval is required prior to proceeding with this change. COST EXPECTATIONS: ☐ DEDUCT ☐ NO COST ☐ ADD PR: 01 Comm: 232010 Const. Pkg: [Status] Item Description 1 Door Revision & Window/Louver Revision 1.1 See Door / Opening Schedules on sheets A2.01a, A2.01b, A2.02a for modified door materials. 1.2 Refer to plan on sheet A2.01a and elevation on sheet A4.101 for revised dimension of door A126B. 1.3 Refer to plans on sheets A2.01b, A2.02b and elevation on sheet A5.102 for revised louver sill height. Provide credit for removed window. Attachments: A2.01a, A2.01b, A2.02a, A2.02b, A4.101, A5.102 Issued By: Kayla Simpson Date: 2/5/24 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 F6/A5.502 12 ELEC FLOOR BOX, SEE ELEC. C5/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. 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". 21 STAINLESS STEEL CORNER GUARD UP TO BOTTOM OF BENCH. 22 FLAG POLE. SEE SPEC FOR HEIGHT. SEE ELECTRICAL FOR LIGHTING. 23 LOCATION OF FIRE EXTINGUISHER CABINET (SEMI-RECESSED IN RM. A110). C4/A4.706 13 CONCRETE PAD. COORDINATE SIZE AND LOCATION WITH MECHANICAL. SEE DETAILS:B7/A4.706 C7/A4.706E7/A4.706 14 HOLD OPEN 17 TRENCH DRAIN, SEE DETAIL E2/A4.705 19 FRP FROM FLOOR TO 8'-0" AFF. 24 CONCRETE SPLASH BLOCK; SEE DETAIL .C7/A5.702 25 CARD READER GOOSE NECK PEDESTAL FOR OH DOOR OPERATION. COORDINATE EXACT LOCATION WITH OWNER PRIOR TO INSTALLATION. SEE ELECTRICAL. F4 A5.201 _______C1A5.101E1 A5.101 C5A5.101A B C D E 1 3 4 5 2 6 1.1 C4 A5.202 _______ C6 A5.202 _______ F1 A5.202 _______C2 A5.202 _______ C7 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. A112A100A101A103A111A A114A115B A110A A114A124 A130A TOILET ROOM A128 MECH/ELEC A125 STORAGE A126 JC. A123 F1 A5.101 CIRC. A115 PERSONAL STORAGE A116 A121A125 A126AA110BA123ELECTRICAL ROOM A127 A132 A134B A134C _______D5 A4.103 GA6 GA6 GA6 GA6 GA6 GA6 GA6 GA6 GA6 GA6 GA6 GA6 GA6 GA6 GE5 GE5 GA6 MA2 MA3 GA6 MA2 MA2 MA2 C2 A5.201 _______ F7 A5.201 _______ F6 A5.201 _______ C4 A5.201 _______C6 A5.201 _______ F4a A5.202 _______ A130B SF3 SF3 SF3 SF3 SF3 A1121 6 1 4 4 4 4 CW3 A134A9 _______F1 A4.201 _______F5 A4.103 W1 W1 CONF. RM. A111 A4.451 C7 A4.451 B4 B2aA4.451 B6 A4.451 B1a A4.451E1A4.451 E4 A4.451 E6 A4.451 F6 A4.451C3 A4.451 D1 A4.451 E2 9'-8" A4.451 A4.451 F4 F2 A5.201 _______ F2 SF2 SF2 SF2 SF2 A115A A111B 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"31'-0"10'-0"6'-0"15'-0"A131A A131B 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"A102 OFFICE A108 OFFICE A107 C1 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.6B.5 C.5 SF1 GB2 VEHICLE GARAGE A134 F6 A5.202 _______C1 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 _______F7 A4.103 A4.451D2 5 5 3 8 A127A108 GA6 7 2 2 _______E7 A4.103 12 12 12 12 12 12 TOILET ROOM A113 CW4 14 15 A113 16'-0"GE6 _______A7 A4.706 100'-0" F1 A5.201 _______ A128 C4 17 A107A106A105A104 4'-0" 18 1818 18 4'-0"2'-0"8'-0"3'-4"4'-0"A118A119A126B A4.101 F2 7'-0"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'-11" 4'-9" 2'-0" 9'-4"8'-2" 9'-2" 8'-9" 10'-11"9 1/2"9'-6"8"9'-6"8"9'-6"8"9'-6"8" 5" 9'-6"10" 5" 16'-3 3/4"4'-11 1/4" 3'-3"1'-5"4"5'-0" 6'-0" 15'-0"28'-1 3/4"13'-8 1/2"GB2 D4 D6 CW1 CW2 19 A1167'-9" 3'-9"5"20 F1 A5.101 20 20 20 20 20 20 20 14'-10 1/2" 20 20 20 20 2020 30'-11 1/2"7'-11" 5'-4"5'-2 3/4"13 13 13 13 4" F2 A5.202 _______ AP2 PTD 22 _______B7 A5.702 TBD 6'-0" 5 23 23 23 23 MA3MA3 PB8PB8 PB8 PB8 PB8 PB8 A4.451 B7 C7 A5.202 _______ C6 A5.202 _______SIM NOTES APPLYC7 A5.202 _______ SIM F1 A5.202 _______SIM MB3 MA2 PB8 MA2 23 23 24 D7 _______B2 A5.502 1'-0 1/2"1'-0 1/2" GE5 A4.103A2 A4 B2 B4 C6a 25 24 24 GB2 1'-0" GA6 GA6GA6GA6 GA6 5" CPT-2 CPT-1 _______B6 A5.503 _______B6 A5.503 1'-0" 9'-4" 23'-0" ~1/4" / 1'-0" SLOPE 38'-8 1/2"1'-2"35'-1 1/2"32'-8" 6'-0 3/4"~3/16" / 1'-0" SLOPE~1/8" / 1'-0" SLOPE~3/16" / 1'-0" SLOPE104'-0" 13 13 MB3 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 CARD READER, SEE ELECTRICAL.1. 2. DOOR SCHEDULE REMARKS PROVIDE FIRE NUMBER AT EXTERIOR DOORS DOOR NUMBER IN "_". 3.EXTEND DOOR FRAME WIDTH BE 3/4" WIDER TO ACCOUNT FOR THICKNESS OF WOOD PANEL. 4. SEE F1/A2.01b FOR OPENING WIDTH. SEE INTERIOR ELEVATIONS FOR LOCATIONS OF PAINTED BLOCK, TILE AND PAINT. 1. PROVIDE TILE TO A HEIGHT OF 4'-6" WITH EPOXY PAINT ABOVE. PROVIDE FULL HEIGHT TILE ON ANY WALL WITH PLUMBING FIXTURES. PROVIDE FULL HEIGHT TILE AT ALL SHOWER WALLS. 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 PATTERN INFORMATION. 6.PAINT CEILING AND ALL EXPOSED STRUCTURE, PIPING, CONDUIT, MECHANICAL DUCTS AND VENTS. 7. 8. PROVIDE VINYL BASE AT CASEWORK UNLESS OTHERWISE NOTED. 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. SEE DETAIL FOR TILE PATTERN INFORMATION. SEE INTERIOR ELEVATIONS FOR LOCATIONS OF PAINT. PROVIDE CUT TILE AT BASE WITH WAINSCOT TRIM AT TOP OF CUT TILE THROUGHOUT ROOM. PROVIDE EPOXY PAINT AT ALL WALLS THROUGHOUT THIS ROOM. SLOPE CONC. FLOOR TOWARDS EXTERIOR DOOR. SEE PLANS FOR FLOORSLOPING INFORMATION. ROOM FINISH SCHEDULE REMARKS E4/A4.706 F4/A4.706 14. PT-6A/ PT-6E, SEE F2/A4.101 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 2/5/2024 4:34:54 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 JW KH 10/26/2023 232010 Minnesota 10/26/2023 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. PTILE-1 PTILE-1 SF ... SF ... GWB PT-6A SF ... 1, 10 A101 LOBBY PTILE-1 PTILE-1 SF ... GWB PT-6A GWB PT-6A SF ... 1, 3, 10 A102 TOILET ROOM PTILE-1 PTILE-1 GWB PTILE-2/ PTILE-3 GWB PTILE-2/ PTILE-3 GWB PTILE-2/ PTILE-3 GWB PTILE-2/ PTILE-3 2, 5 A103 OPEN OFFICE CPT-1/CPT-2 VB-1 GWB PT-6A/ PT-6C GWB PT-6A/ PT-6C GWB PT-6A GWB PT-6A 3, 13 A104 SMALL CONFERENCE ROOM CPT-2 VB-1 GWB PT-6A GWB PT-6B GWB PT-6A GWB PT-6A A105 OFFICE CPT-2 VB-1 GWB PT-6A GWB PT-6B GWB PT-6A GWB PT-6A A106 OFFICE CPT-2 VB-1 GWB PT-6A GWB PT-6B GWB PT-6A GWB PT-6A A107 OFFICE CPT-2 VB-1 GWB PT-6A GWB PT-6B GWB PT-6A GWB PT-6A A108 OFFICE CPT-2 VB-1 GWB PT-6A GWB PT-6B GWB PT-6A GWB PT-6A A109 WORK ROOM CPT-2 VB-1 GWB PT-6A CONC PT-6B GWB PT-6A GWB PT-6A A110 STAFF ROOM PTILE-1 PTILE-1 GWB PT-6A GWB PT-6B GWB PT-6A GWB PT-6B 3, 10 A111 CONF. RM. CPT-2 VB-1 GWB PT-6A GWB PT-6B GWB PT-6A GWB PT-6B A112 CIRC. CPT-1 VB-1 GWB PT-6A GWB PT-6A GWB PT-6A ... ... A113 TOILET ROOM PTILE-1 PTILE-1 GWB PTILE-2/ PTILE-3 GWB PTILE-2/ PTILE-3 GWB PTILE-2/ PTILE-3 GWB PTILE-2/ PTILE-3 2, 5 A114 QUIET ROOM CPT-1 VB-1 GWB PT-6A GWB PT-6A GWB PT-6B GWB PT-6A A115 CIRC. PTILE-1 PTILE-1 GWB PT-6A GWB PT-6A GWB PT-6A GWB PT-6A 10 A116 PERSONAL STORAGE CPT-1 VB-1 GWB PT-6A GWB PT-6A GWB PT-6A GWB PT-6A A117 ADA SHOWER ROOM PTILE-1 PTILE-1 GWB PTILE-2/ PTILE-3 GWB PTILE-2/ PTILE-3/ PTILE-5 GWB PTILE-2/ PTILE-3/ PTILE-5 GWB PTILE-2/ PTILE-3 2, 5, 12 A118 SHOWER ROOM PTILE-1 PTILE-1 GWB PTILE-2/ PTILE-3 GWB PTILE-2/ PTILE-3/ PTILE-5 GWB PTILE-2/ PTILE-3/ PTILE-5 GWB PTILE-2/ PTILE-3 2, 5, 12 A119 CHANGING ROOM PTILE-1 PTILE-1 GWB PT-6A GWB PT-6A GWB PT-6A GWB PT-6A 10 A121 ADA TOILET PTILE-1 PTILE-1 GWB PTILE-2/ PTILE-3 GWB PTILE-2/ PTILE-3 GWB PTILE-2/ PTILE-3 GWB PTILE-2/ PTILE-3 2, 5 A123 JC. S. CONC ... CONC PT-6A CMU PT-6A CMU PT-6A CONC PT-6A A124 JC / MAINT. S. CONC ... CONC PT-6A CMU PT-6A CONC PT-6A CONC PT-6A 6 A125 MECH/ELEC S. CONC ... CONC PT-6A CONC PT-6A CONC PT-6A CONC PT-6A 6 A126 STORAGE S. CONC ... CONC PT-6A CONC PT-6A CMU PT-6A CMU PT-6A 6 A127 ELECTRICAL ROOM S. CONC ... CMU PT-6A CMU PT-6A CONC PT-6A CMU PT-6A 6 A128 TOILET ROOM S. CONC ... CMU PT-6A GWB PT-6A CONC PT-6A CMU PT-6A A130 WATER METER ROOM S. CONC ... CONC PT-6A CONC PT-6A CMU PT-6A CONC PT-6A 6 A131 STREET LIGHT STORAGE S. CONC ... CONC PT-6A CONC PT-6A CMU PT-6A CONC PT-6A 6 A132 WATER SERVICE S. CONC ... CMU PT-6A CMU PT-6A CONC PT-6A CONC PT-6A A134 VEHICLE GARAGE S. CONC ... CONC/CMU PT-6A ... ... CONC PT-6A CONC PT-6A 6, 14 A136 WASH ROOM S. CONC ... CONC PT-6A CMU PT-6A CMU PT-6A CMU PT-6A 6 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 -- SEE ELEV. SEE ELEV. SEE ELEV. 01 1 A101 AL 1 3'-0" 7'-8" AL -- 3'-0" SF 1 -- AL -- SEE ELEV. SEE ELEV. SEE ELEV. 02 1 A102 F 1 3'-0" 7'-0" WD -- 3'-4" FR 1 -- HM -- D6/A4.801 D6/A4.801 -- 09 A103 G 1 3'-0" 7'-0" WD -- 3'-4" FR 1 -- HM -- D6/A4.801 D6/A4.801 -- 19 1 A104 FG 1 3'-0" 7'-0" A-WD -- 3'-0" FR 2 -- HM -- D6/A4.801 D6/A4.801 -- 13 A105 FG 1 3'-0" 7'-0" A-WD -- 3'-0" FR 2 -- HM -- D6/A4.801 D6/A4.801 -- 13 A106 FG 1 3'-0" 7'-0" A-WD -- 3'-0" FR 2 -- HM -- D6/A4.801 D6/A4.801 -- 13 A107 FG 1 3'-0" 7'-0" A-WD -- 3'-0" FR 2 -- HM -- D6/A4.801 D6/A4.801 -- 13 A108 FG 1 3'-0" 7'-0" A-WD -- 3'-0" FR 2 -- HM -- D6/A4.801 D6/A4.801 -- 13 A110A N 1 3'-0" 7'-0" A-WD -- 5'-4" FR 2A -- HM -- D6/A4.801 D6/A4.801 -- 07 A110B G 1 3'-0" 7'-0" WD -- 3'-4" FR 1 -- HM -- D6/A4.801 D6/A4.801 -- 07 A111A G 1 3'-0" 7'-0" WD -- 3'-4" FR 1 -- HM -- D6/A4.801 D6/A4.801 -- 20 1, 3 A111B F 1 3'-0" 7'-0" A-WD -- 5'-4" FR 2A -- HM -- D6/A4.801 D6/A4.801 -- 18 1 A112 F 1 3'-0" 7'-0" WD -- 5'-4" FR 2A -- HM -- D6/A4.801 D6/A4.801 -- 08 A113 F 1 3'-0" 7'-0" WD -- 3'-4" FR 1 -- HM -- D6/A4.801 D6/A4.801 -- 09 A114 F 1 3'-0" 7'-0" WD -- 3'-4" FR 1 -- HM -- D6/A4.801 D6/A4.801 -- 09 A115A N 1 3'-0" 7'-0" HM -- 3'-4" FR 1B -- HM -- C2/A5.601 D2/A5.602 B7a/a5.601 03 1 A115B G 1 3'-0" 7'-0" HM -- 3'-4" FR 1 -- HM -- E3/A5.601 E5/A5.601 -- 05 A116 -- -- 12'-0" 8'-0" -- -- 12'-0" GS 1 -- AL -- -- -- -- -- A117 F 1 3'-0" 7'-0" WD -- 3'-4" FR 1 -- HM -- D6/A4.801 D6/A4.801 -- 10 A118 F 1 3'-0" 7'-0" WD -- 3'-4" FR 1 -- HM -- D6/A4.801 D6/A4.801 -- 10 A119 F 1 3'-0" 7'-0" WD -- 3'-4" FR 1 -- HM -- D6/A4.801 D6/A4.801 -- 11 A121 F 1 3'-0" 7'-0" WD -- 3'-4" FR 1 -- HM -- D6/A4.801 D6/A4.801 -- 09 A123 G 1 3'-0" 7'-0" HM -- 3'-4" FR 1 -- HM -- C4/A4.801 C6/A4.801 -- 06 A124 F 1 3'-0" 7'-0" HM -- 3'-4" FR 1 -- HM -- E3/A5.601 E5/A5.601 -- 14 A125 F 1 3'-0" 7'-0" HM -- 3'-4" FR 1 -- HM -- E3/A5.601 E5/A5.601 -- 23 A126A F 2 3'-6" 7'-0" HM -- 7'-4" FR 1 -- HM -- C4/A4.801 C6/A4.801 -- 24 A126B F 2 3'-4" 7'-0" HM -- 7'-0" FR 1 -- HM -- C4/A4.801 C6/A4.801 -- 04 A127 F 1 3'-0" 7'-0" HM -- 3'-4" FR 1 -- HM -- C4/A4.801 C6/A4.801 -- 17 A128 F 1 3'-0" 7'-0" HM -- 3'-4" FR 1 -- HM -- E3/A5.601 E5/A5.601 -- 12 A130A F 1 3'-8" 7'-0" HM -- 4'-0" FR 1 -- HM -- C4/A4.801 C6/A4.801 -- 21 1 A130B MCDF 1 8'-0" 8'-4" HM -- 8'-4" CDF -- HM -- B3/A4.801 C3/A4.801 -- -- A131A F 1 3'-8" 7'-0" HM -- 4'-0" FR 1 -- HM -- C4/A4.801 C6/A4.801 -- 22 A131B MCDF 1 8'-0" 8'-4" HM -- 8'-4" CDF -- HM -- B3/A4.801 C3/A4.801 -- -- 1 A132 F 1 3'-0" 7'-0" HM -- 3'-4" FR 1 -- HM -- C4/A4.801 C6/A4.801 -- 15 A134A OHG-2 1 16'-0" 14'-0" AL -- 16'-0" OH-2 -- AL -- F5/A5.601 F7/A5.601 F3a/A5.601 -- A134B N 1 3'-0" 7'-0" HM -- 3'-4" FR 1A -- HM -- E3/A5.601 E5/A5.601 B7a/a5.601 03 1, 2 A134C N 1 3'-0" 7'-0" HM -- 3'-4" FR 1A -- HM -- E3/A5.601 E5/A5.601 B7a/a5.601 03 1, 2 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 Addendum No.1 11/14/2023 1 PR #01 2/5/2024 2 1 1 1 2 2 2 VEHICLE GARAGE B134 COLD STORAGE B133 E F H 1 3 4 5 2 6 H.5 F3 A5.102 B133A B134AB133C11'-8" MD1 F7 A5.201 _______ 7B133D B134B7 4 7 D3A5.102A4.451 F1 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"16'-0"16'-0"7'-0"3'-0"G 20'-10" 7'-2" 16'-0" 3'-0" B133B 2 2 2 2 2 10'-0" D7 A5.203 _______ 4 2 2 MD1 4'-0"20'-0" 8'-0" 40'-6" 8'-0" 20'-0" 17 17 17 TRASH ENCLOSUREA7A0.000AF7 A0.000A _______ 169'-0"10'-0"6'-0"15'-0"4'-0"5'-0"1 8 '-0 "WASH BAY B135 23 F6 A5.201 _______ SIM C6 A5.201 _______SIM C7 A5.201 _______SIM C2 A5.201 _______SIM C4 A5.201 _______SIM C2 A5.201 _______SIM C4 A5.201 _______SIM D7 A0.000A _______ 23 100'-0"99'-8 1/4" 100'-0" ~98'-8 3/4" 99'-6 1/4" 100'-0" ~99'-9" 23'-0"~3/16" / 1'-0" SLOPE~1/8" / 1'-0" SLOPE~3/16" / 1'-0" SLOPE99'-6" ~1/4" / 1'-0" SLOPE 35'-1 1/2"50'-8 1/2"32'-8"~3/16" / 1'-0" SLOPE9'-8 1/2"~99'-8"16'-5"22'-5"~3/16" / 1'-0" SLOPE ~1/8" / 1'-0" SLOPE ~1/8" / 1'-0" SLOPE ~1/8" / 1'-0" SLOPE 23 ~1/8" / 1'-0" SLOPE~1/8" / 1'-0" SLOPE~1/8" / 1'-0" SLOPE~1/8" / 1'-0" SLOPE~1 /4 " / 1 '-0 " S L O P E ~1 /4 " / 1 '-0 " S L O P E ~1/4" / 1' -0" SLOPEFLOOR 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 F6/A5.502 12 ELEC FLOOR BOX, SEE ELEC. C5/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. 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". 21 STAINLESS STEEL CORNER GUARD UP TO BOTTOM OF BENCH. 22 FLAG POLE. SEE SPEC FOR HEIGHT. SEE ELECTRICAL FOR LIGHTING. 23 LOCATION OF FIRE EXTINGUISHER CABINET (SEMI-RECESSED IN RM. A110). C4/A4.706 13 CONCRETE PAD. COORDINATE SIZE AND LOCATION WITH MECHANICAL. SEE DETAILS:B7/A4.706 C7/A4.706E7/A4.706 14 HOLD OPEN 17 TRENCH DRAIN, SEE DETAIL E2/A4.705 19 FRP FROM FLOOR TO 8'-0" AFF. 24 CONCRETE SPLASH BLOCK; SEE DETAIL .C7/A5.702 25 CARD READER GOOSE NECK PEDESTAL FOR OH DOOR OPERATION. COORDINATE EXACT LOCATION WITH OWNER PRIOR TO INSTALLATION. SEE ELECTRICAL. SEE INTERIOR ELEVATIONS FOR LOCATIONS OF PAINTED BLOCK, TILE AND PAINT. 1. PROVIDE TILE TO A HEIGHT OF 4'-6" WITH EPOXY PAINT ABOVE. PROVIDE FULL HEIGHT TILE ON ANY WALL WITH PLUMBING FIXTURES. PROVIDE FULL HEIGHT TILE AT ALL SHOWER WALLS. 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 PATTERN INFORMATION. 6.PAINT CEILING AND ALL EXPOSED STRUCTURE, PIPING, CONDUIT, MECHANICAL DUCTS AND VENTS. 7. 8. PROVIDE VINYL BASE AT CASEWORK UNLESS OTHERWISE NOTED. 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. SEE DETAIL FOR TILE PATTERN INFORMATION. SEE INTERIOR ELEVATIONS FOR LOCATIONS OF PAINT. PROVIDE CUT TILE AT BASE WITH WAINSCOT TRIM AT TOP OF CUT TILE THROUGHOUT ROOM. PROVIDE EPOXY PAINT AT ALL WALLS THROUGHOUT THIS ROOM. SLOPE CONC. FLOOR TOWARDS EXTERIOR DOOR. SEE PLANS FOR FLOORSLOPING INFORMATION. ROOM FINISH SCHEDULE REMARKS E4/A4.706 F4/A4.706 14. PT-6A/ PT-6E, SEE F2/A4.101 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 CARD READER, SEE ELECTRICAL.1. 2. DOOR SCHEDULE REMARKS PROVIDE FIRE NUMBER AT EXTERIOR DOORS DOOR NUMBER IN "_". 3.EXTEND DOOR FRAME WIDTH BE 3/4" WIDER TO ACCOUNT FOR THICKNESS OF WOOD PANEL. 4. SEE F1/A2.01b FOR OPENING WIDTH. 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 2/5/2024 4:34:54 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 JW KH 10/26/2023 232010 Minnesota 10/26/2023 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 6 B134 VEHICLE GARAGE S. CONC ... CONC PT-6A CONC PT-6A CONC PT-6A CONC PT-6A 6, 14 B135 WASH BAY USF USF ... ... CMU PT-6D CONC PT-6D CMU PT-6D 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 B133A F 1 4'-0" 7'-0" HM -- 4'-4" FR 1 -- HM -- E3/A5.601 E5/A5.601 -- 18 1 B133B OH-1 8'-0" ST -- OH-1 -- ST -- F5/A5.601 E7/A5.601 -- -- 4 B133C N 1 3'-0" 7'-0" HM -- 3'-4" FR 1A -- HM -- E3/A5.601 E5/A5.601 B7a/a5.601 03 1, 2 B133D OHG-2 1 16'-0" 14'-0" AL -- 16'-0" OH-2 -- AL -- F5/A5.601 F7/A5.601 F3a/A5.601 -- B134A N 1 3'-0" 7'-0" HM -- 3'-4" FR 1A -- HM -- E3/A5.601 E5/A5.601 -- 03 1, 2 B134B OHG-2 1 16'-0" 14'-0" AL -- 16'-0" OH-2 -- AL -- F5/A5.601 F7/A5.601 F3a/A5.601 -- Revisions Description Date Num Addendum No.1 11/14/2023 1 PR #01 2/5/2024 2 1 1 1 2 2 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 F6/A5.502 12 ELEC FLOOR BOX, SEE ELEC. C5/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. 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". 21 STAINLESS STEEL CORNER GUARD UP TO BOTTOM OF BENCH. 22 FLAG POLE. SEE SPEC FOR HEIGHT. SEE ELECTRICAL FOR LIGHTING. 23 LOCATION OF FIRE EXTINGUISHER CABINET (SEMI-RECESSED IN RM. A110). C4/A4.706 13 CONCRETE PAD. COORDINATE SIZE AND LOCATION WITH MECHANICAL. SEE DETAILS:B7/A4.706 C7/A4.706E7/A4.706 14 HOLD OPEN 17 TRENCH DRAIN, SEE DETAIL E2/A4.705 19 FRP FROM FLOOR TO 8'-0" AFF. 24 CONCRETE SPLASH BLOCK; SEE DETAIL .C7/A5.702 25 CARD READER GOOSE NECK PEDESTAL FOR OH DOOR OPERATION. COORDINATE EXACT LOCATION WITH OWNER PRIOR TO INSTALLATION. SEE ELECTRICAL. SEE INTERIOR ELEVATIONS FOR LOCATIONS OF PAINTED BLOCK, TILE AND PAINT. 1. PROVIDE TILE TO A HEIGHT OF 4'-6" WITH EPOXY PAINT ABOVE. PROVIDE FULL HEIGHT TILE ON ANY WALL WITH PLUMBING FIXTURES. PROVIDE FULL HEIGHT TILE AT ALL SHOWER WALLS. 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 PATTERN INFORMATION. 6.PAINT CEILING AND ALL EXPOSED STRUCTURE, PIPING, CONDUIT, MECHANICAL DUCTS AND VENTS. 7. 8. PROVIDE VINYL BASE AT CASEWORK UNLESS OTHERWISE NOTED. 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. SEE DETAIL FOR TILE PATTERN INFORMATION. SEE INTERIOR ELEVATIONS FOR LOCATIONS OF PAINT. PROVIDE CUT TILE AT BASE WITH WAINSCOT TRIM AT TOP OF CUT TILE THROUGHOUT ROOM. PROVIDE EPOXY PAINT AT ALL WALLS THROUGHOUT THIS ROOM. SLOPE CONC. FLOOR TOWARDS EXTERIOR DOOR. SEE PLANS FOR FLOORSLOPING INFORMATION. ROOM FINISH SCHEDULE REMARKS E4/A4.706 F4/A4.706 14. PT-6A/ PT-6E, SEE F2/A4.101 CARD READER, SEE ELECTRICAL.1. 2. DOOR SCHEDULE REMARKS PROVIDE FIRE NUMBER AT EXTERIOR DOORS DOOR NUMBER IN "_". 3.EXTEND DOOR FRAME WIDTH BE 3/4" WIDER TO ACCOUNT FOR THICKNESS OF WOOD PANEL. 4. SEE F1/A2.01b FOR OPENING WIDTH. 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 F4 A5.201 _______C1A5.101E1 A5.101 A B C D E 1 3 4 5 2 6 1.1 C4 A5.202 _______ C6 A5.202 _______ F1 A5.202 _______C2 A5.202 _______ C7 A5.201 _______ D.1C.1 C2 A5.201 _______ F7 A5.201 _______ F6 A5.201 _______ C4 A5.201 _______C6 A5.201 _______ F4a A5.202 _______A275MECHANICAL ROOM A275 F2 A5.201 _______ A276 W1 W1 W1 W1 L1 W1 W1 W1 ROOF BELOW OPEN TO BELOW _______D1 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" C1 A5.201 _______ 1.4 D.4 D.6 12'-0"10'-8"B.5 C.5 25'-0" DATA ROOM A276 MEZZANINE STORAGE A277 W1 W1 W12'-0" 10'-0" 4'-6" 5'-0" 4'-6" 10'-0" 7'-0" F6 A5.202 _______C1 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'-9 1/2"L2 L1 MA2 MA2 F1 A5.201 _______ A4.203 F3A4.101 F212'-0"1'-4"10'-0"6'-0"13 13 13 13 W1 W1 F2 A5.202 _______ 23 C7 A5.202 _______ PB8 23 _______F1 A4.701B5 A5.10113 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 2/5/2024 4:34:54 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 JW KH 10/26/2023 232010 Minnesota 10/26/2023 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 A275 MECHANICAL ROOM TT TT CONC PT-6E CMU PT-6E CONC PT-6E CONC PT-6E 6 A276 DATA ROOM S. CONC ... CONC PT-6E CMU PT-6E CMU PT-6E CMU PT-6E 6 A277 MEZZANINE STORAGE S. CONC ... CONC PT-6E CONC PT-6E ... ... CMU PT-6E 6 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 A275 F 1 3'-6" 7'-0" HM -- 3'-10" FR 1 -- HM -- C4/A4.801 C6/A4.801 -- 16 A276 F 1 3'-0" 7'-0" HM -- 3'-4" FR 1 -- HM -- C4/A4.801 C6/A4.801 -- 22 1 0 1/8" = 1'-0" MEZZANINE LEVEL AREA AF1 6' 12' A B Revisions Description Date Num Addendum No.1 11/14/2023 1 PR #01 2/5/2024 2 1 1 1 2 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 F6/A5.502 12 ELEC FLOOR BOX, SEE ELEC. C5/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. 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". 21 STAINLESS STEEL CORNER GUARD UP TO BOTTOM OF BENCH. 22 FLAG POLE. SEE SPEC FOR HEIGHT. SEE ELECTRICAL FOR LIGHTING. 23 LOCATION OF FIRE EXTINGUISHER CABINET (SEMI-RECESSED IN RM. A110). C4/A4.706 13 CONCRETE PAD. COORDINATE SIZE AND LOCATION WITH MECHANICAL. SEE DETAILS:B7/A4.706 C7/A4.706E7/A4.706 14 HOLD OPEN 17 TRENCH DRAIN, SEE DETAIL E2/A4.705 19 FRP FROM FLOOR TO 8'-0" AFF. 24 CONCRETE SPLASH BLOCK; SEE DETAIL .C7/A5.702 25 CARD READER GOOSE NECK PEDESTAL FOR OH DOOR OPERATION. COORDINATE EXACT LOCATION WITH OWNER PRIOR TO INSTALLATION. SEE ELECTRICAL.C5A5.101E F H 1 3 4 5 2 6 H.5 C3 A5.102 F3 A5.102 F7 A5.201 _______D3A5.102W1W1 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'-4" 5'-4" 6'-4"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 D7 A5.203 _______31'-0"10'-6"25'-10"3'-8"47'-0"31'-0"42'-0"47'-0"C6 A5.201 _______SIM C7 A5.201 _______SIM F6 A5.201 _______SIM C2 A5.201 _______ C4 A5.201 _______ C2 A5.201 _______ C4 A5.201 _______ C7 A5.201 _______SIM C7 A5.201 _______SIM C6 A5.201 _______SIM SIM SIM SIM SIM L4 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 2/5/2024 4:34:55 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 JW KH 10/26/2023 232010 Minnesota 10/26/2023 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 PR #01 2/5/2024 1 1 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 ART OR DEMOLISHED WALL/ DOOR/ OTHER C1 A5.1xx INTERIOR EXTERIOR MATCHLINE WALL TYPES - EXTERIOR WA-01 NON-BEARING WALL LINTEL SCHEDULE CLR MAS OPENING 4" WALL MASONRY LINTELS 1-#4 BOTTOM 4'-0" OR LESS 4'-1" TO 8'-0" 6" WALL 1-#4 BOTTOM 8" WALL 2-#4 BOTTOM 10" WALL 2-#4 BOTTOM 12" WALL 2-#4 BOTTOM 16" WALL NA 1-#5 BOTTOM 2-#5 BOTTOM 2-#5 BOTTOM 2-#5 BOTTOM CLR MAS OPENING 4" WALL STEEL LINTELS L3 1/2x3 1/2x5/16 4'-0" OR LESS 4'-1" TO 8'-0" 6" WALL 8" WALL 10" WALL 12" WALL 16" WALL 8'-1" TO 12'-0" 2-L2 1/2x 3 1/2x5/16 LLV 2-L3 1/2x3 1/2x5/16 2-L3 1/2x3 1/2x5/16 2-L5x3 1/2x5/16 LLV + 5/16x11 PLATE W8x10+ 5/16x15 PLATE L5x3 1/2x5/16 LLV 2-L5x3x5/16 LLV 2-L5x3 1/2x5/16 LLV 2-L5x3 1/2x5/16 LLV 2-L5x3 1/2x5/16 LLV + 5/16x11 PLATE W8x10+ 5/16x15 PLATE W8x15+ 5/16x15 PLATE W8x15+ 5/16x11 PLATE W8x15+ 5/16x9 PLATE W8x15+ 5/16x7 PLATE W8x15+ 5/16x5 PLATE NA 5 FINISHED FLOOR MARKER TRAY OFFICES WHEN MARKERBOARDS ARE PLACED IN A SERIES. TACKBOARD / MARKERBOARD GENERAL NOTES: MARKERBOARDS 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" T.O. PRECAST 126'-0" BASEML 100'-0" T.O. MASONRY 116'-0" MEZZANINE LEVEL 111'-6" D E FD.1C.1 F6 A5.201 _______D.4 D.6C.5 A115B A124 A128 A126B A130A A130B A131A A131B W1 3 1/2" W1 3 1/2" W1 3 1/2" W1 3 1/2" W1 3 1/2" W1 3 1/2" A276 W1 W1 _______F1 A4.701 12'-0" 12'-0" 12'-0" 5'-1"8'-6"8'-6"8'-6"4'-1"12'-0"12'-0"12'-0"12'-0"12'-0"2'-5"12'-0"12'-0"12'-0"12'-0"12'-0"10'-3 1/2"PT-6A10'-4"PT-6E14'-6"PT-6A10'-4"PT-6D14'-6"1 1 1'-2"7'-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 2/5/2024 4:34:56 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 JW KH 10/26/2023 232010 Minnesota 10/26/2023 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 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 TYPESD7 3' 6' FE FIRE EXTINGUISHER FF&E FIXTURES FFE FINISHED FLOOR ELEVATION FRP FIBERGLASS REINFORCED PANEL G BLK GLAZED CONCRETE BLOCK GA GAUGE GB GRAB BAR GRD BLK GROUND FACE CONCRETE BLOCK GST GLAZED STRUCTURAL TILE GWB GYPSUM BOARD HCAP HANDICAPPED HM HOLLOW METAL HT HOMOGENEOUS TILE ID INSIDE DIAMETER INSUL INSULATION L-__(#) LOUVER TYPE LAV LAVATORY LFD LINEAR FLOOR DRAIN LINO LINOLEUM LVT LUXURY VINYL TILE M/S MIRROR WITH SHELF MATL MATERIAL MAX MAXIMUM MBD MARKERBOARD MECH MECHANICAL MEF MOSAIC EPOXY FLOORING MIN MINIMUM MIR MIRROR MISC MISCELLANEOUS NIC NOT IN CONTRACT NO NUMBER NSF NON-SLIP FLOORING NTS NOT TO SCALE OH OVERHEAD P LAM PLASTIC LAMINATE P TILE PORCELAIN TILE PLAS PLASTER PT PAINT PTD PAINTED PVC POLYVINYL CHLORIDE PWP PLASTIC (PHENOLIC) WALL PANEL QRT QUARTZ QT QUARRY TILE R RADIUS RAF RESILIENT ATHLETIC FLOORING RCP REFLECTED CEILING PLAN RD ROOF DRAIN RES RESILIENT RF RESINOUS FLOORING RFT RUBBER FLOOR TILE RH RELIEF HOOD 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 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: To match sample supplied by Architect Aggregate-Size As specified Color: To match sample supplied by Architect Finish As specified Acid Etched 04 20 00 Unit Masonry BRK-1 Brick 1 Color to match sample supplied by Architect Mortar Colorant As specified Color to match sample supplied by Architect 06 40 00 Architectural Woodwork (Benches) Hardwood - 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 08 14 00 Wood Doors Prefinished Stained Wood Door Masonite Color: Natural Birch Nutmeg 08 40 00 Aluminum Entrances, Storefronts, and Curtain Walls Sealant-CW/SF As specified Color: To match sample supplied by Architect 08 51 13 Aluminum Windows 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 Prefinished Aluminum Ruskin Custom color to match the material in which louver occurs 09 21 16 Gypsum Board Painted Reveal Trim Fry Reglet Color: Dark Bronze 09 30 00 Tile P TILE-1 Porcelain Floor Tile Ergon Engineered Stone Color: Architect Resin/ New York Sand P TILE-2 Porcelain Wall Tile - Field Ergon Engineered Stone Color: Architect Resin/ E2EH London Smoke P TILE-3 Porcelain Wall Tile - Accent 1 Ergon Engineered Stone Color: Architect Resin/ E26L New York Sand Nat. P TILE-4 Porcelain Wall Tile - Accent 2 Ergon Engineered Stone Color: Architect Resin/ E2GL London Smoke Nat. P TILE-5 Porcelain Shower Tile Ergon Engineered Stone Color: Architect Resin/ E2G2 London Smoke Lapp. Grout- Porcelain Floor Tile As specified Color: As selected by Architect INTERIOR MATERIAL FINISH/ COLOR SCHEDULE Key Item Manufacturer Color/ Finish 09 65 00 Resilient Flooring VB-1 Vinyl Base Tarkett Color: TA4 Gateway 09 68 00 Carpet CPT-1 Carpet J + J Flooring Pattern/ Color: Invision Tempo/ 1758 Finale CPT-2 Carpet J + J Flooring Pattern/ Color: Invision Tone/ 1758 Finale 09 83 13 Acoustic Wall Panels AWP-1 Acoustic Wall Panel Kirei Color: EchoTile Sync/ 444 Smoke AWP-2 Acoustic Wall Panel Kirei Color: EchoTile Sync/ 442 Grey AWP-3 Acoustic Wall Panel Kirei Color: EchoTile Sync/ 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 Sherwin Williams Color: Repose Gray SW7015 PT-6B PT 6B-Walls Accent Sherwin Williams Color: Granite Peak SW6250 PT-6C PT 6C-Walls Accent Sherwin Williams Color: Gauntlet Gray SW7019 PT-6D PT-6D Walls Accent Sherwin Williams Color: Dovetail SW7018 PT-6E PT-6E-Walls Accent Sherwin Williams Color: Marshmallow SW7001 PT-7 PT 7-Soffits Sherwin Williams Color: Marshmallow SW7001 PT-8 PT 8-Ceilings Sherwin Williams Color: Marshmallow SW7001 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: Oiled Legno 8846-58 PVC Edging-Countertop Wilsonart Color: Oiled Legno 8846-58 PVC Edging-Casework Wilsonart Color: Oiled Legno 8846-58 Grand total: 303 0 1/8" = 1'-0" A134 - VEHICLE GARAGE NORTH ELEVATIONF2 6' 12' Revisions Description Date Num Addendum No.1 11/14/2023 1 PR #01 2/5/2024 2 1 2 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 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"14'-0" 0"1'-10"0" 8'-4" 1'-10" TYP 2'-0" EQ 1'-8" EQ 22.9822.98 22.98 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 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 03.0507.04 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"22.98 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 2/5/2024 4:34:57 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 JW KH/MS 10/26/2023 232010 Minnesota 10/26/2023 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 22.98 ROOF DRAIN DOWNSPOUT (SEE MECH.) 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 PR #01 2/5/2024 1 1 Change Order Request Project: Cottage Grove, MN 55016 10875 Ideal Ave S Cottage Grove UE Building 2310312-COR # 5.00 Date:6/14/2024 Cottage Grove, MN 55016 To: Owner From: Kraus-Anderson Construction Company Minneapolis, MN 55404 501 South Eighth Street City Of Cottage Grove 12800 Ravine Parkway South Description: This change order includes additional costs associated with PR #3, including revisions to 83 panel production drawings, updating precast shop drawings, and producing a new mock-up panel for approval. AmountItem #Description Vendor PCO # 7 - Wold PR #3: Precast Structural Concrete Finish Revision 1 $7,855.00 Precast per Wold PR #3.Molin Concrete Products Company, Inc. $7,855.00 Total For Change Order Signed: ____________________________Approved By: Submitted By: Date: __________________ Signed: ____________________________Kraus-Anderson Construction Company Date: __________________ Accepted By: Wold Architects & Engineers Signed: ____________________________Date: __________________ City Of Cottage Grove 04.18.2024 1 Albrecht, Ben From:Andrew Stumne <andrew.stumne@molin.com> Sent:Thursday, May 2, 2024 1:31 PM To:Albrecht, Ben Subject:RE: Cottage Grove Utility: Molin Change Order #001. CAUTION: This email originated from outside of the organization. Do not click links or open attachments unless you recognize the sender and know the content is safe. The drafting would not be defined as “structural”. The need to include more than just connections and need to apply finishes and other non-structural details to both the shop drawings and production drawings. Thank you, Andrew Stumne Sr. Project Manager Direct: (651) 203 1422 Cell: (763) 645 3749 From: Albrecht, Ben <ben.albrecht@krausanderson.com> Sent: Thursday, May 2, 2024 1:01 PM To: Andrew Stumne <andrew.stumne@molin.com> Subject: RE: Cottage Grove Utility: Molin Change Order #001. CAUTION: This email originated from outside of the organization. Do not click links or open attachments unless you recognize the sender and know the content is safe. Thank you. Can I ask a dumb question? How does changing the finish make additional hours for structural drafting by ERA? Ben Albrecht | Assistant Project Manager ben.albrecht@krausanderson.com | direct 612.255.2513 KRAUS-ANDERSON CONSTRUCTION COMPANY 501 South Eighth Street, Minneapolis, MN 55404 Office 612.332.7281 | Cell 763.401.2465 | krausanderson.com Together, strengthening the communiƟes we serve From: Andrew Stumne <andrew.stumne@molin.com> Sent: Thursday, May 2, 2024 12:21 PM To: Albrecht, Ben <ben.albrecht@krausanderson.com> Subject: Cottage Grove Utility: Molin Change Order #001. 2 CAUTION: This email originated from outside of the organization. Do not click links or open attachments unless you recognize the sender and know the content is safe. Ben, per your request below additional breakdown of the additional hours because of the finish change on Cottage Grove. Andrew Stumne Sr. Project Manager Direct: (651) 203 1422 Cell: (763) 645 3749 415 Lilac Street Lino Lakes, MN 55014 www.molin.com Confidentiality Statement This e-mail and any files transmitted with it are confidential and intended solely for the use of the individual or entity to which they are addressed. If you have received this email in error, please notify the system manager. This message contains confidential information and is intended only for the individual named. If you are not the named addressee you should not disseminate, distribute or copy this email. P82 (N.S.)(TYP)P420 w/(2) P44 &(2) P421 (S.I.F.)#4x11'-8" (T)P405 (N.S.)PKT (N.S.)(TYP)REVEALS (F.S.)PKT (N.S.) w/ P403 (S.I.F.)P420 w/(2) P44 &(2) P421 (S.I.F.)P405 (N.S.)P408 (S.I.F.)REC. 1/2"P408 (S.I.F.)REC. 1/2"MESHDIRECTIOND 3.6 WIRED 7.9 WIRE(NS/FS)714112611421513131OPPP400 (N.S.)(REC. 2")11(NORTH)(WEST)(SOUTH)(EAST)5' - 6"3' - 0"12' - 6"5' - 6"12' - 6"14' - 0"2"3' - 3 3/4"8"2' - 2 3/4"3' - 0"5' - 11 1/2"3' - 0"3 3/4"1' - 0"8' - 6"1' - 0"1' - 1 3/4"2' - 7 3/4"8"2' - 4"8"3' - 4"8"1' - 7 3/4"1' - 0"2' - 1 3/4"1"1' - 9"4' - 4"1"8"10' - 7 1/2"8"26' - 6"11' - 11 1/2"6' - 1"14' - 6"16' - 3"24' - 8"5' - 1 3/4"1"1' - 6"1"5' - 1 3/4"REVEALS (F.S.)P403 (S.I.F.)1 1/2"#4 x 5'-0" (T)2" CLR4U24-6U-BAR (T)E1"1"1"WIRE MESH SHEET OVERLAPNOTE: ANY LARGER DIA. WIRE THAT ISCUT TO CLEAR EMBEDS, ETC.IS TO BE LAP SPLICED WITH#3 BAR WITH 1'-0" OVERLAPPAST THE 1st. SMALLER DIA. WIRE @ EACH SIDE OF CUT.WIRE MESHSHEETWIRE MESHSHEET2" MIN(SEE PLAN)CLR2"1' - 0"4"3"5"D7.9 WIRED3.6 WIRESCALE:11SECTION1" = 1'-0"#4 BAR CLR1 1/2"4"3"5"1' - 0"6"6"C/L LIFTERHOLD BACK INSUL.1' - 0"P420 (12 TON LIFTER)P44P4214"3"5"1' - 0"P408 (3" X 4" X 1/2" RECESS)1/2"4"P82 1' - 0"4"3"5"1/2"3/4"1' - 0"4"3"5"P400 (8" X 6" X 2" RECESS)6"2"5"1"REDUCE INSULATION TO 1"8"DRAFT1/4"1/2"DRAFT1/4"1"1/2"5SEE PLANSEE PLANFORMSIDE1' - 0"4"3"5"P403 w/4U24-6 U-BAR6"2"4"PKT1' - 0"1' - 0"(2) #4 x CONT.(SEE PLAN) 2"2"SEE PLAN4U24-6 U-BAR WHERE INDICATED ON PLAN415 Lilac Street, Lino Lakes, MN. 55014CONCRETE PRODUCTS COMPANYBILL OF MATERIALSFINISHESKEYPLANWEIGHT:TOP ------------------BTM ------------------NORTH ------------------SOUTH ------------------EAST ------------------WEST ------------------TOP/BTMEASTNORTHMAT'LQTY REMARKS LENGTHBTM WYTHE MIX:TOP WYTHE MIX:SOUTHWESTREVISION SCHEDULEDATETYPE 3 = 6 x 6 - D7.9 x D3.6WIRE MESH:TOTAL VOL. :TOP WYTH VOL:BTM WYTH VOL:NORTH BTMSOUTH BTMEAST BTMWEST BTMNORTHTOP SOUTHTOPEASTTOPWESTTOPALL SIDES BTMALL SIDESTOPCHAMFER @ SIDESCHAMFER @ OPENING(S)NORTH BTMSOUTH BTMEAST BTMWEST BTMNORTHTOPSOUTHTOPEASTTOPWESTTOPALL SIDES BTMALL SIDESTOPMIN REBAR COVER: 3/4"QUALITY CONTROL RECORD:DATE:DATE:DATE:PRE INSPECTION (BLUE)POST INSPECTION (RED)FINISH REVIEWCAST DATE:_STRIP DATE:NOTES:PALLET NUMBER:NO. DESCRIPTIONRELEASED FOR PRODUCTION:MARK NO.JOB #:CHK'D BY:DRWN BY:PRODUCT TYPE:SHEET: 1TOLL FREE - 800.336.6546DRAFTING FAX - 651.783.3401FAX - 651.786.0229OFFICE - 651.786.7722NO. REQ'DJOB NAME:ENG. BY:*ELECTRICAL REQ'DE= NS PL = FS PLRELEASE: 28-DAY:36409 #STSEE PLANSGSGSGSG3500 PSI 6500 PSI8.81 CY4.901 CY3.912 CY04/09/2024WAIW1053301ELIJA ECKWRIGHT - 651-414-6138LORIE GLEASON - 651-414-61491COTTAGE GROVE UTILITY BUILDINGSAM PAITICH - 651-414-6167#4 BAR 1 #4 STRAIGHT BAR 5' - 0"#4 BAR 2 #4 STRAIGHT BAR 11' - 8"4U24-6 3 #4 STD. U-BAR 4' - 4"P44 10 #6 BEND X 4'-6"P82 2 JVI VECTOR CONNECTORP400 2 PL 3/8" X 5" X 8" w/(2) 1/2" X 4" HEADED STUD w/(1) #5 X2'-0" STRAIGHT BARP403 2 PL. 3/8" X 6" X 12" w/(3) 1/2" X 6" HEADED STUDP405 3 PL. 3/8" X 8" X 8" w/(4) 1/2" X 4" HEADED STUDP408 2 L 3" X 3" X 3/8" X 4" w/(1) 1/2" X 10" HEADED STUDP420 5 12 TON ANCHORP421 10 #7 X 6" SHEAR BARSCALE:21 3/4" = 1'-0"SCALE:31 3/4" = 1'-0"SCALE:41 3/4" = 1'-0"SCALE:51 3/4" = 1'-0"SCALE:61 3/4" = 1'-0"SCALE:71 6" = 1'-0"24"24"6"4U24-6(2) J-BOXESGRAY1% DARK BUFF AAAAAAA(NORTH)(WEST)(SOUTH)(EAST)A26' - 6"11' - 11 1/2"8' - 0"8' - 0"2' - 6"8' - 0"2' - 0"1' - 0"5' - 0"8"4' - 4"1' - 0"2' - 0"1' - 0"7' - 0"8' - 0"3' - 11 1/2"2' - 6"1' - 0"4' - 11 1/2"1' - 0"2' - 6"3 3/4"1' - 0"1' - 0"1' - 1 3/4"1' - 0"2' - 11 1/2"7' - 0"1' - 0"4' - 0"4' - 0"4' - 0"4' - 0"2' - 6"4' - 0"4' - 0"1 3/4"1' - 10 1/4"2' - 1 3/4"2' - 0"2' - 1 3/4"12TYP1' - 0"TYP1' - 0"8"AAA55511' - 11 1/2"26' - 6"4' - 4"1' - 10"8' - 4"1' - 10"8' - 4"1' - 10"5' - 1 3/4"1' - 8"5' - 1 3/4"252222TYP. ICON(EXTEND LEGSNORTH & SOUTH)1' - 0"4"3"5"ACINSULATION ICON PATTERNS3" DIA. HOLE(TYP.)B1' - 0"3' - 0"3' - 0"1' - 0"8' - 0"4' - 0"1' - 0"2' - 0"1' - 0"4' - 0"1' - 0"2' - 0"1' - 0"8' - 0"1' - 0"2' - 0"2' - 0"2' - 0"1' - 0"4' - 0"1' - 0"2' - 0"1' - 0"8' - 0"3' - 0"4' - 0"1' - 0"1' - 0"4' - 0"3' - 0"D4' - 0"8"1' - 4"1' - 4"8"8' - 0"8"1' - 4"1' - 4"1' - 4"1' - 4"1' - 4"8"1" INSULATION 2" INSULATION 3" INSULATIONLINES INDICATE ORIENTATION OF ICONINSULATION LAYOUT***ICONS LANDING WITHIN OPENINGS ARE TO BE RELOCATED TO SIDES OF OPENINGS***LIGHT ETCH FINISH:WATER WASH FINISH:ARCHITECTURAL FINISH KEY25SEE APPROVED SAMPLE415 Lilac Street, Lino Lakes, MN. 55014CONCRETE PRODUCTS COMPANYREVISION SCHEDULEDATE= NS PL = FS PL NO. DESCRIPTION RELEASED FOR PRODUCTION:JOB #:CHK'D BY: DRWN BY:PRODUCT TYPE:TOLL FREE - 800.336.6546DRAFTING FAX - 651.783.3401FAX - 651.786.0229OFFICE - 651.786.7722JOB NAME:ENG. BY:*ELECTRICAL REQ'DESHEET: 2MARK NO.NO. REQ'D04/09/2024WAI3301ELIJA ECKWRIGHT - 651-414-6138 LORIE GLEASON - 651-414-6149COTTAGE GROVE UTILITY BUILDINGSAM PAITICH - 651-414-6167W1051SCALE:12 1" = 1'-0" Attachments: Wold PR #3 dated 4/3/24 We have reviewed the PCO and acknowledge that it is a “no change” item and does not affect our completion date. Signed By: Date: Company Name: 501 South Eighth Street Minneapolis, MN 55404 Request For Proposal Project: 2310312- PCO #: 7 Cottage Grove UE Building 1087 Ideal Avenue S Cottage Grove, MN 55016 Date: 04/03/2024 To: Dan Schauer, Kraus-Anderson Construction Company Ben Albrecht, Kraus-Anderson Construction Company Ryan Burfeind, City Of Cottage Grove Lee Mann, Stantec Andrew Stumne, Molin Concrete Products Company, Inc. Jacob Wollensak, Wold Architects & Engineers Kayla Simpson, Wold Architects & Engineers Please provide a cost breakdown in accordance with the Contract Documents and a Summary for the Change described herein and on the attachments (if any) listed. All responses are required within seven (7) days. This is not an authorization to proceed with the work described herein unless and until approved by the Owner. On approval, this change will be included in a Change Order, which will provide the formal Contract Cha nge. DESCRIPTION OF PROPOSAL: Please provide a cost estimate per the attached Wold Architects and Engineers PR #3 dated April 3, 2024 regarding precast structural concrete finish revision. PROPOSAL REQUEST Distribution: ☒ Ryan Burfeind, CG ☐ Adam Moshier, CG ☒ Dustin Phillips, KA ☒ Ben Albrecht, KA ☒ Jake Wollensak, Wold ☒ Kayla Simpson, Wold ☐ Pat Jansen, Wold ☐ Ryan Rossborough, Wold ☐ Sean McNamara, Wold ☐ Doug Galloway, Wold ☐ Derek Peterson, Wold ☒ Kal Jackman, BKBM ☒ James Dorr, BKBM ☒ Kyle Kucharski, BKBM ☐ Lee Mann, Stantec ☐ Dave Sanocki, Stantec ☐ Eric Vidden, Stantec City of Cottage Grove Cottage Grove Utility Building Kraus-Anderson Attn: Dan Kjellberg/Rachel Struckman 501 South Eighth Street Minneapolis, MN 55404 612.332.7281 dan.kjellberg@krausanderson.com / rachel.struckman@krausanderson.com Submit an itemized (labor and material) quotation for the proposed modifications to the contract documents as described herein within 21 days of receipt. If a cost is not submitted within 21 days, this Proposal Request can be accepted at no additional cost. Written approval is required prior to proceeding with this change. COST EXPECTATIONS: ☐ DEDUCT ☐ NO COST ☐ ADD PR: 03 Comm: 232010 Const. Pkg: [Status] Item Description 1 Precast Structural Concrete Finish Revision 1.1 Refer to materials key on sheets A5.101 and A5.102 for modified finishes of precast structural concrete. Attachments: A5.101, A5.102. Issued By: Kayla Simpson Date: 4/3/24 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 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"22.98 22.98 _______C7 A5.101 03.06 03.0607.07 _______B5 A5.101 _______F5 A5.5012'-6"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 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" 04.0607.07 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" 07.92 22.9803.06 04.06 03.06 _______B5 A5.101 REV 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 04.18 26.02 08.30 03.05 BRICK/PC LEDGE 99'-4" 07.0407.07 03.06 07.0704.06 04.06 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" _______F7 A5.501 3 4 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"A12"B14"C10"D6"E10"B14"C10"D6"A12"B14"C10"24" 24" 18" 36" 12" 24" 18" 36" STONE/BRICK LEDGE 99'-4" T.O. STONE 109'-8" U.N.O. 24" 24" 18" BASEML 100'-0" T.O. MASONRY 116'-0" B6 A5.503 _______ F6 A5.503 _______ D6 A5.503 _______ 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 4/3/2024 2:25:16 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 A5.101 EXTERIOR ELEVATIONS - AREA A 12800 RAVINE PKWY COTTAGE GROVE, MN 55016 10875 IDEAL AVENUE S. COTTAGE GROVE, MN 55016 JW KH/MS 10/26/2023 232010 Minnesota 10/26/2023 John McNamara 24281 ARCHITECT MATERIALS KEY KEY MATERIAL 03.03 PRECAST STRUCTURAL CONCRETE (ACCENT: ETCH FINISH) 03.04 PRECAST STRUCTURAL CONCRETE (FIELD: WATER 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 PREFABRICATED CANOPY 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 10.06 ANODIZED ALUMINUM DIMENSION LETTER SIGNAGE 22.98 ROOF DRAIN DOWNSPOUT (SEE MECH.) 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 0 1/2" = 1'-0" STONE VENEER COURSING PATTERNC7 1'-6" 3' 0 1/4" = 1'-0" ENLARGED ELEVATION AT METAL FIN WALLB5 3' 6' Revisions Description Date Num SI #01 1/18/2024 1 SI #02 01/26/2024 2 PR #04 03/19/2024 3 PR #05 03/20/2024 4 PR #03 04/03/2024 5 1 2 5 5 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 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"14'-0"0"1'-10"0"8'-4"1'-10"TYP 2'-0" EQ 1'-8" EQ 22.9822.98 22.98 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 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 03.0507.04 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"22.98 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 4/3/2024 2:25:17 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 JW KH/MS 10/26/2023 232010 Minnesota 10/26/2023 John McNamara 24281 ARCHITECT MATERIALS KEY KEY MATERIAL 03.03 PRECAST STRUCTURAL CONCRETE (ACCENT: ETCH FINISH) 03.04 PRECAST STRUCTURAL CONCRETE (FIELD: WATER 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 22.98 ROOF DRAIN DOWNSPOUT (SEE MECH.) 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 PR #01 02/05/2024 1 PR #03 04/03/2024 2 1 2 2 Change Order Request Project: Cottage Grove, MN 55016 10875 Ideal Ave S Cottage Grove UE Building 2310312-COR # 6.00 Date:7/3/2024 Cottage Grove, MN 55016 To: Owner From: Kraus-Anderson Construction Company Minneapolis, MN 55404 501 South Eighth Street City Of Cottage Grove 12800 Ravine Parkway South AmountItem #Description Vendor PCO # 11 - RFI #2: Pavement Markings 1 ($2,450.00)Interior marking credit per RFI #2.McNamara Contracting, Inc. ($2,450.00)Total For Change Order Signed: ____________________________Approved By: Submitted By: Date: __________________ Signed: ____________________________Kraus-Anderson Construction Company Date: __________________ Accepted By: Wold Architects & Engineers Signed: ____________________________Date: __________________ City Of Cottage Grove To: Contact:McNamara Contracting Cottage Grove Utility And EngineeringProject Name:Bid Number:PL24-0476 Email:Rosemount, MN 55068 Address:16700 Chippendale Ave Phone: Project Location:12800 Ravine Parkway, Cottage Grove Bid Date:3/16/2024 Total PriceUnit PriceUnitItem DescriptionItem # Estimated 1 1.00 LS $1,780.00 $1,780.00Parking Lot Striping 2 1.00 LS $2,450.00 $2,450.00Interior Garage Striping 3 1.00 EACH $30.00 $30.00ADA Symbol Total Bid Price: $4,260.00 Notes: •Scope of Work: Layout and Stripe the parking lot as shown on plan sheets C601 and E2.11a. •Assumes owner or management will have designated parking areas free of obstacles prior to crew arriving on scheduled service date. •This Quote includes up to two Mobilization's to complete. Additional, if requested, are $350.00 per. •Includes one coat of traffic marking PAINT. No Epoxy or specialty materials of any kind. •Does not include any sweeping, signage, bollard/wheel stop work, removals or curb painting. •Project manager/ owner to meet crew on site to approve the layout. •Does not include a warranty as pavement markings are considered a "wear item". •Sir Lines-A-Lot will not be held liable for additional ADA requirements. •Bond fee not included. No retainage. ACCEPTED: The above prices, specifications and conditions are satisfactory and are hereby accepted. Buyer: Signature: Date of Acceptance: CONFIRMED: Sir-Lines-A-Lot Authorized Signature: Estimator:Jacquelyn Antinucci (651) 204-0205 jacquelyn.antinucci@linesalot.com Page 1 of 1 Attachments: RFI #2 Response dated 4/15/24 We have reviewed the PCO and acknowledge that it is a “no change” item and does not affect our completion date. Signed By: Date: Company Name: 501 South Eighth Street Minneapolis, MN 55404 Request For Proposal Project: 2310312- PCO #: 11 Cottage Grove UE Building 1087 Ideal Avenue S Cottage Grove, MN 55016 Date: 04/19/2024 To: Dan Schauer, Kraus-Anderson Construction Company Ben Albrecht, Kraus-Anderson Construction Company Ryan Burfeind, City Of Cottage Grove Lee Mann, Stantec Jacob Wollensak, Wold Architects & Engineers Kayla Simpson, Wold Architects & Engineers Mike McNamara, McNamara Contracting, Inc. Please provide a cost breakdown in accordance with the Contract Documents and a Summary for the Change described herein and on the attachments (if any) listed. All responses are required within seven (7) days. This is not an authorization to proceed with the work described herein unless and until approved by the Owner. On approval, this change will be included in a Change Order, which will provide the formal Contract Cha nge. DESCRIPTION OF PROPOSAL: Please provide a cost estimate per the attached RFI #2 response dated April 15, 2024 regarding pavement markings. City of Cottage Grove New Utility & Engineering Building CGUB RFI 2 Pavement Markings_Response Created by Rachel Struckman with Autodesk® Construction Cloud™ on Apr 19, 2024 at 2:30 PM CDT Page 1 of 5 RFI detail #2 Pavement Markings Status Closed Created on Jan 18, 2024 by Michael Mcnamara (McNamara Contracting, Inc.) RFI type RFI Ball in court Michael Mcnamara (McNamara Contracting, Inc.) Answered Apr 15, 2024 by Ben Albrecht (Kraus-Anderson Construction Company) Question I have the following questions regarding pavement markings: 1. For striping exterior parking lots, is it paint or epoxy? Both are noted in the contract documents and paint was assumed. 2. For striping interior garage, is it paint or epoxy? Both are noted in the contract documents and paint was assumed. 3. It says "2 coats" but you would never want to two coat epoxy. 4. There is a note in the spec that says "all markings are to be ground-in". Do they really want all markings ground in? Parking lot and interior pavement markings have not been ground in on any of our previous projects or previous projects completed by our pool of pavement marking subcontractors. 5. It says thermoplastic for all messages, but the plans don't show a single message, not even a handicap symbol, please confirm if we need to install any messages? Thank you, Mike McNamara 612-363-8191 m.mcnamara@mcnamaracontracting.com Official response Eric Vidden (Stantec): 1. For striping exterior parking lots, is it paint or epoxy? Both are noted in the contract documents and paint was assumed. > Striping of exterior parking lots to be paint. 2. For striping interior garage, is it paint or epoxy? Both are noted in the contract documents and paint was assumed. > Wold provided a response, “For all interior striping, please provide a credit for removing this scope from the project. For exterior striping and signing, Stantec to provide direction.” City of Cottage Grove New Utility & Engineering Building CGUB RFI 2 Pavement Markings_Response Created by Rachel Struckman with Autodesk® Construction Cloud™ on Apr 19, 2024 at 2:30 PM CDT Page 2 of 5 3. It says "2 coats" but you would never want to two coat epoxy. > 2 coats will not be necessary. Paint will only require one application. 4. There is a note in the spec that says "all markings are to be ground-in". Do they really want all markings ground in? Parking lot and interior pavement markings have not been ground in on any of our previous projects or previous projects completed by our pool of pavement marking subcontractors. > Ground-in will not be necessary. 5. It says thermoplastic for all messages, but the plans don't show a single message, not even a handicap symbol, please confirm if we need to install any messages? > Handicap symbols to be paint. By Ben Albrecht (Kraus-Anderson Construction Company) - Apr 15, 2024, 2:21 PM CDT Impact Cost impact - Schedule impact - Other attributes Priority Normal Discipline - Category - Location - Location details - External id - Co-reviewer(s)Jake Wollensak (Wold Architects & Engineers) Kayla Simpson (Wold Architects & Engineers) Dave Sanocki (Stantec) Responsible Subcontractor - City of Cottage Grove New Utility & Engineering Building CGUB RFI 2 Pavement Markings_Response Created by Rachel Struckman with Autodesk® Construction Cloud™ on Apr 19, 2024 at 2:30 PM CDT Page 3 of 5 Activities By At Ben Albrecht changed the status from Open Answered to Closed Official response: Eric Vidden (Stantec): 1. For striping exterior parking lots, is it paint or epoxy? Both are noted in the contract documents and paint was assumed. > Striping of exterior parking lots to be paint. 2. For striping interior garage, is it paint or epoxy? Both are noted in the contract documents and paint was assumed. > Wold provided a response, “For all interior striping, please provide a credit for removing this scope from the project. For exterior striping and signing, Stantec to provide direction.” 3. It says "2 coats" but you would never want to two coat epoxy. > 2 coats will not be necessary. Paint will only require one application. 4. There is a note in the spec that says "all markings are to be ground- in". Do they really want all markings ground in? Parking lot and interior pavement markings have not been ground in on any of our previous projects or previous projects completed by our pool of pavement marking subcontractors. > Ground-in will not be necessary. 5. It says thermoplastic for all messages, but the plans don't show a single message, not even a handicap symbol, please confirm if we need to install any messages? > Handicap symbols to be paint. set Ball in court to Michael Mcnamara (McNamara Contracting, Inc.) Ben Albrecht Apr 15, 2024, 2:21 PM CDT Eric Vidden changed the status from Open In Review to Open Answered set Ball in court to Ben Albrecht (Kraus-Anderson Construction Company) Eric Vidden Feb 22, 2024, 3:20 PM CST City of Cottage Grove New Utility & Engineering Building CGUB RFI 2 Pavement Markings_Response Created by Rachel Struckman with Autodesk® Construction Cloud™ on Apr 19, 2024 at 2:30 PM CDT Page 4 of 5 Eric Vidden added a response: 1. For striping exterior parking lots, is it paint or epoxy? Both are noted in the contract documents and paint was assumed. > Striping of exterior parking lots to be paint. 2. For striping interior garage, is it paint or epoxy? Both are noted in the contract documents and paint was assumed. > Wold provided a response, “For all interior striping, please provide a credit for removing this scope from the project. For exterior striping and signing, Stantec to provide direction.” 3. It says "2 coats" but you would never want to two coat epoxy. > 2 coats will not be necessary. Paint will only require one application. 4. There is a note in the spec that says "all markings are to be ground-in". Do they really want all markings ground in? Parking lot and interior pavement markings have not been ground in on any of our previous projects or previous projects completed by our pool of pavement marking subcontractors. > Ground-in will not be necessary. 5. It says thermoplastic for all messages, but the plans don't show a single message, not even a handicap symbol, please confirm if we need to install any messages? > Handicap symbols to be paint. Eric Vidden Feb 22, 2024, 3:20 PM CST Stantec Can you provide a response to McNamara's exterior striping and signing questions? Thank you! Ben Albrecht Feb 22, 2024, 12:06 PM CST Jake Wollensak Interior markings are $500 of the $3,000 pavement markings Michael Mcnamara Feb 21, 2024, 9:40 PM CST Dave Sanocki Eric Vidden Please see question from McNamara. Wold noted the following: "For all interior striping, please provide a credit for removing this scope from the project. For exterior striping and signing, Stantec to provide direction." Ben Albrecht Jan 29, 2024, 9:44 AM CST changed the co-reviewer(s) to Jake Wollensak (Wold Architects & Engineers), Kayla Simpson (Wold Architects & Engineers), Dave Sanocki (Stantec) Ben Albrecht Jan 29, 2024, 9:42 AM CST set Ball in court to Eric Vidden (Stantec)Ben Albrecht Jan 29, 2024, 9:42 AM CST changed the co-reviewer(s) to Jake Wollensak (Wold Architects & Engineers), Kayla Simpson (Wold Architects & Engineers) Ben Albrecht Jan 29, 2024, 9:42 AM CST For all interior striping, please provide a credit for removing this scope from the project. For exterior striping and signing, Stantec to provide direction. Jake Wollensak Jan 29, 2024, 9:18 AM CST Ben Albrecht changed the status from Open Waiting for Submission to Open In Review Ben Albrecht cleared due date set Ball in court to Kayla Simpson (Wold Architects & Engineers) changed the ID to 2 changed the watchers to Ben Albrecht (Kraus-Anderson Construction Company), Rachel Struckman (Kraus-Anderson Construction Company), Dan Kjellberg (Kraus-Anderson Construction Company), Michael Mcnamara (McNamara Contracting, Inc.) Ben Albrecht Jan 29, 2024, 8:43 AM CST City of Cottage Grove New Utility & Engineering Building CGUB RFI 2 Pavement Markings_Response Created by Rachel Struckman with Autodesk® Construction Cloud™ on Apr 19, 2024 at 2:30 PM CDT Page 5 of 5 changed the co-reviewer(s) to Jake Wollensak (Wold Architects & Engineers) Michael Mcnamara (McNamara Contracting, Inc.) created this RFI in Open Waiting for Submission status and set Ball in court to Ben Albrecht (Kraus-Anderson Construction Company). Michael Mcnamara Jan 18, 2024, 4:24 PM CST Change Order Request Project: Cottage Grove, MN 55016 10875 Ideal Ave S Cottage Grove UE Building 2310312-COR # 7.00 Date:7/2/2024 Cottage Grove, MN 55016 To: Owner From: Kraus-Anderson Construction Company Minneapolis, MN 55404 501 South Eighth Street City Of Cottage Grove 12800 Ravine Parkway South Description: Credit for removal of window on west elevation of garage at approximate grid location C-3.7. AmountItem #Description Vendor PCO # 13 - Wold PR #7: Window Removal 1 $0.00 No cost change per Wold PR #7.Molin Concrete Products Company, Inc. 2 ($1,255.00)Remove window per Wold PR #7.Northern Glass & Glazing, Inc. ($1,255.00)Total For Change Order Signed: ____________________________Approved By: Submitted By: Date: __________________ Signed: ____________________________Kraus-Anderson Construction Company Date: __________________ Accepted By: Wold Architects & Engineers Signed: ____________________________Date: __________________ City Of Cottage Grove Attachments: Wold PR #7 dated 4/19/24 We have reviewed the PCO and acknowledge that it is a “no change” item and does not affect our completion date. Signed By: Date: Company Name: 501 South Eighth Street Minneapolis, MN 55404 Request For Proposal Project: 2310312- PCO #: 13 Cottage Grove UE Building 1087 Ideal Avenue S Cottage Grove, MN 55016 Date: 04/22/2024 To: Dan Schauer, Kraus-Anderson Construction Company Ben Albrecht, Kraus-Anderson Construction Company Ryan Burfeind, City Of Cottage Grove Lee Mann, Stantec Andrew Stumne, Molin Concrete Products Company, Inc. Nick McGahey, Northern Glass & Glazing, Inc. Jacob Wollensak, Wold Architects & Engineers Kayla Simpson, Wold Architects & Engineers Please provide a cost breakdown in accordance with the Contract Documents and a Summary for the Change described herein and on the attachments (if any) listed. All responses are required within seven (7) days. This is not an authorization to proceed with the work described herein unless and until approved by the Owner. On approval, this change will be included in a Change Order, which will provide the formal Contract Cha nge. DESCRIPTION OF PROPOSAL: Please provide a cost estimate per the attached Wold Architects and Engineers PR #7 dated April 19, 2024 regarding window removal. PROPOSAL REQUEST Distribution: ☐ Ryan Burfeind, CG ☐ Adam Moshier, CG ☐ Dustin Phillips, KA ☒ Be Ben Albrecht, KA ☒ Jake Wollensak, Wold ☒ Kayla Simpson, Wold ☐ Pat Jansen, Wold ☐ Ryan Rossborough, Wold ☐ Sean McNamara, Wold ☐ Doug Galloway, Wold ☐ Derek Peterson, Wold ☐ Kal Jackman, BKBM ☐ James Dorr, BKBM ☐ Kyle Kucharski, BKBM ☐ Lee Mann, Stantec ☐ Dave Sanocki, Stantec ☐ Eric Vidden, Stantec City of Cottage Grove Utility & Engineering Building Kraus-Anderson Attn: Dan Kjellberg/Rachel Struckman 501 South Eighth Street Minneapolis, MN 55404 612.332.7281 dan.kjellberg@krausanderson.com / rachel.struckman@krausanderson.com Submit an itemized (labor and material) quotation for the proposed modifications to the contract documents as described herein within 21 days of receipt. If a cost is not submitted within 21 days, this Proposal Request can be accepted at no additional cost. Written approval is required prior to proceeding with this change. COST EXPECTATIONS: ☐ DEDUCT ☐ NO COST ☐ ADD PR: 07 Comm: 232010 Const. Pkg: [Status] Item Description 7 Window Removal 7.1 See revised sheet A2.02a MEZZANINE LEVEL FLOOR PLAN AREA ‘A’ and A5.101 EXTERIOR ELEVATIONS for removed window. Provide credit for the removed window. Attachments: A2.02a and A5.101 Issued By: Kayla Simpson Date: 04/19/2024 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 F6/A5.502 12 ELEC FLOOR BOX, SEE ELEC. C5/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. 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". 21 STAINLESS STEEL CORNER GUARD UP TO BOTTOM OF BENCH. 22 FLAG POLE. SEE SPEC FOR HEIGHT. SEE ELECTRICAL FOR LIGHTING. 23 LOCATION OF FIRE EXTINGUISHER CABINET (SEMI-RECESSED IN RM. A110). C4/A4.706 13 CONCRETE PAD. COORDINATE SIZE AND LOCATION WITH MECHANICAL. SEE DETAILS:B7/A4.706 C7/A4.706E7/A4.706 14 HOLD OPEN 17 TRENCH DRAIN, SEE DETAIL E2/A4.705 19 FRP FROM FLOOR TO 8'-0" AFF. 24 CONCRETE SPLASH BLOCK; SEE DETAIL .C7/A5.702 25 CARD READER GOOSE NECK PEDESTAL FOR OH DOOR OPERATION. COORDINATE EXACT LOCATION WITH OWNER PRIOR TO INSTALLATION. SEE ELECTRICAL. SEE INTERIOR ELEVATIONS FOR LOCATIONS OF PAINTED BLOCK, TILE AND PAINT. 1. PROVIDE TILE TO A HEIGHT OF 4'-6" WITH EPOXY PAINT ABOVE. PROVIDE FULL HEIGHT TILE ON ANY WALL WITH PLUMBING FIXTURES. PROVIDE FULL HEIGHT TILE AT ALL SHOWER WALLS. 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 PATTERN INFORMATION. 6.PAINT CEILING AND ALL EXPOSED STRUCTURE, PIPING, CONDUIT, MECHANICAL DUCTS AND VENTS. 7. 8. PROVIDE VINYL BASE AT CASEWORK UNLESS OTHERWISE NOTED. 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. SEE DETAIL FOR TILE PATTERN INFORMATION. SEE INTERIOR ELEVATIONS FOR LOCATIONS OF PAINT. PROVIDE CUT TILE AT BASE WITH WAINSCOT TRIM AT TOP OF CUT TILE THROUGHOUT ROOM. PROVIDE EPOXY PAINT AT ALL WALLS THROUGHOUT THIS ROOM. SLOPE CONC. FLOOR TOWARDS EXTERIOR DOOR. SEE PLANS FOR FLOORSLOPING INFORMATION. ROOM FINISH SCHEDULE REMARKS E4/A4.706 F4/A4.706 14. PT-6A/ PT-6E, SEE F2/A4.101 CARD READER, SEE ELECTRICAL.1. 2. DOOR SCHEDULE REMARKS PROVIDE FIRE NUMBER AT EXTERIOR DOORS DOOR NUMBER IN "_". 3.EXTEND DOOR FRAME WIDTH BE 3/4" WIDER TO ACCOUNT FOR THICKNESS OF WOOD PANEL. 4. SEE F1/A2.01b FOR OPENING WIDTH. 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 F4 A5.201 _______C1A5.101E1 A5.101 A B C D E 1 3 4 5 2 6 1.1 C4 A5.202 _______ C6 A5.202 _______ F1 A5.202 _______C2 A5.202 _______ C7 A5.201 _______ D.1C.1 C2 A5.201 _______ F7 A5.201 _______ F6 A5.201 _______ C4 A5.201 _______C6 A5.201 _______ F4a A5.202 _______A275MECHANICAL ROOM A275 F2 A5.201 _______ A276 W1 W1 W1 L1 W1 W1 W1 ROOF BELOW OPEN TO BELOW _______D1 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" C1 A5.201 _______ 1.4 D.4 D.6 12'-0"10'-8"B.5 C.5 25'-0" DATA ROOM A276 MEZZANINE STORAGE A277 W1 W1 W12'-0" 10'-0" 4'-6" 5'-0" 4'-6" 10'-0" 7'-0" F6 A5.202 _______C1 A5.202 _______ 56'-0" 6'-0" 18'-0" 6'-0" 20'-0" W1 20'-6 5/8" 6'-0" 5'-6 3/8" 6'-0" 6'-0" 6'-0" 26'-11" 44'-0" W1 W1 METAL RAILING 8'-2" 4'-8" METAL RAILING 22'-3" 8'-0" METAL RAILING 36'-0"METAL RAILING20'-9 1/2"L2 L1 MA2 MA2 F1 A5.201 _______ A4.203 F3A4.101 F212'-0"1'-4"10'-0"6'-0"13 13 13 13 F2 A5.202 _______ 23 C7 A5.202 _______ PB8 23 _______F1 A4.701B5 A5.10113 6'-3 1/4"1'-0 5/8" 4 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 4/19/2024 4:39:34 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 JW KH 10/26/2023 232010 Minnesota 10/26/2023 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 A275 MECHANICAL ROOM TT TT CONC PT-6E CMU PT-6E CONC PT-6E CONC PT-6E 6 A276 DATA ROOM S. CONC ... CONC PT-6E CMU PT-6E CMU PT-6E CMU PT-6E 6 A277 MEZZANINE STORAGE S. CONC ... CONC PT-6E CONC PT-6E ... ... CMU PT-6E 6 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 A275 F 1 3'-6" 7'-0" HM 3'-10" FR 3 -- HM -- B4/A4.801 B6/A4.801 -- 16 A276 F 1 3'-0" 7'-0" HM -- 3'-4" FR 3 -- HM -- B4/A4.801 B6/A4.801 -- 22 1 0 1/8" = 1'-0" MEZZANINE LEVEL AREA AF1 6'12' A B Revisions Description Date Num Addendum No.1 11/14/2023 1 PR #01 02/05/2024 2 PR #04 03/19/2024 3 PR #05 03/20/2024 4 PR #07 04/19/2024 5 1 1 1 2 3 3 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 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"22.98 22.98 _______C7 A5.101 03.06 03.0607.07 _______B5 A5.101 _______F5 A5.5012'-6"6 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 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" 04.0607.07 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" 07.92 22.9803.06 04.06 03.06 _______B5 A5.101 REV 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 04.18 26.02 08.30 03.05 BRICK/PC LEDGE 99'-4" 07.0407.07 03.06 07.0704.06 04.06 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" _______F7 A5.501 3 4 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"A12"B14"C10"D6"E10"B14"C10"D6"A12"B14"C10"24" 24" 18" 36" 12" 24" 18" 36" STONE/BRICK LEDGE 99'-4" T.O. STONE 109'-8" U.N.O. 24" 24" 18" BASEML 100'-0" T.O. MASONRY 116'-0" B6 A5.503 _______ F6 A5.503 _______ D6 A5.503 _______ 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 4/19/2024 4:39:37 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 A5.101 EXTERIOR ELEVATIONS - AREA A 12800 RAVINE PKWY COTTAGE GROVE, MN 55016 10875 IDEAL AVENUE S. COTTAGE GROVE, MN 55016 JW KH/MS 10/26/2023 232010 Minnesota 10/26/2023 John McNamara 24281 ARCHITECT MATERIALS KEY KEY MATERIAL 03.03 PRECAST STRUCTURAL CONCRETE (ACCENT: ETCH FINISH) 03.04 PRECAST STRUCTURAL CONCRETE (FIELD: WATER 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 PREFABRICATED CANOPY 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 10.06 ANODIZED ALUMINUM DIMENSION LETTER SIGNAGE 22.98 ROOF DRAIN DOWNSPOUT (SEE MECH.) 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 0 1/2" = 1'-0" STONE VENEER COURSING PATTERNC7 1'-6" 3' 0 1/4" = 1'-0" ENLARGED ELEVATION AT METAL FIN WALLB5 3' 6' Revisions Description Date Num SI #01 1/18/2024 1 SI #02 01/26/2024 2 PR #04 03/19/2024 3 PR #05 03/20/2024 4 PR #03 04/03/2024 5 PR #07 04/19/2024 6 1 2 5 5 1 City Council Action Request 7.J. Meeting Date 7/17/2024 Department Parks and Recreation Agenda Category Action Item Title Glacial Valley Park Kraus Anderson Final Payment Staff Recommendation 1) Authorize change order for credit on the Kraus Anderson contract for the Glacial Valley Park Building Project in the amount of $212,313.27. 2) Authorize resolution 2024-108 approving final payment to Kraus Anderson in the amount of $44,654.72 for the Glacial Valley Park Building Project. Budget Implication $44,654.72 falls within budget for project Attachments 1. 1-Memo - Kraus Anderson Final Payment 2. 2-KA GMP Change Order 3. 3-Resolution 4. 4-KA MN IC-134 5. 5-PA #15 June 2024 To:Honorable Mayor and City Council Jennifer Levitt, City Administrator From:Zac Dockter, Parks and Recreation Director Date:July 10, 2024 Subject:Glacial Valley Park – Kraus Anderson Final Payment Introduction/Background Kraus Anderson is the general contractor for the Glacial Valley Park Building Project. The contract with Renovation Systems is held directly by the City of Cottage Grove. The original contract sum was for $3,602,208.00. $3,309,868.74 has been paid on the contract to date. A change order request for a credit of $212,313.27 is requested. This credit is a result of architectural and structural modifications/savings throughout the project as well as unused contingencies. The total change order will result in a deduction of $247,684.54 which includes a previous change order for $35,371.27 leading to a total revised contract amount of $3,354,523.46. With the applied change order credit, the final payment due for the Kraus Anderson contract is $44,654.72. Staff Recommendation 1. Authorize change order for credit on the Kraus Anderson contract for the Glacial Valley Park Building Project in the amount of $212,313.27 2. Authorize resolution 2024-108 approving final payment to Kraus Anderson in the amount of $44,654.72 for the Glacial Valley Park Building Project. Owner Change Order Minneapolis, MN 55404 501 South Eighth Street Project: 2210103-Cottage Grove Glacial Valley Park Contract Number: 9900 Ravine Parkway South Cottage Grove, MN 55016 Change Order #: To (Contractor): Minneapolis, MN 55404 Change Order Date: 2210103- Cottage Grove Glacial Valley Park 07/01/24 THE CONTRACT IS CHANGED AS FOLLOWS: (Include, where applicable, any undisputed amount attributable to previously executed Construction Change Directives) Amount Kraus-Anderson Construction Company 501 South Eighth Street 1 COR Description ($212,313.27) 1.00 KA GMP Reduction Deduct: -35,371.27 Total For Change Order: 1 ($212,313.27)Deduct: Note: This Change Order does not include changes in the Contract Sum, Contract Time or Guaranteed Maximum Price which have been authorized by Construction Change Directive until the cost and time have been agreed upon by both the Owner and Contractor, in which case a Change Order is executed to supersede the Construction Change Directive. $3,602,208.00 The original Guaranteed Maximum Price was . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . The net change by previously authorized Change Orders was . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . $3,566,836.73 The Guaranteed Maximum Price prior to this Change Order was . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . The Guaranteed Maximum Price will be decreased by this Change Order . . . . . . . . . . . . . . . . . . . . . . . . . . . . . $3,354,523.46 The new Guaranteed Maximum Price will be . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . The Contract time will be increased by 0 days. The Date of Substantial Completion as of the date of this Change Order therefore is 11/17/2023 Accepted By Contractor:Architect/Engineer:Authorized By Owner: Kraus-Anderson Construction CompanyCity Of Cottage Grove 12800 Ravine Parkway South Cottage Grove, MN 55016 Minneapolis, MN 55404 By: _______________________ Date: _____________________ By: _______________________By: _______________________ Date: _____________________Date: _____________________ Wold Architects & Engineers 332 Minnesota Street, Suite W2000 St Paul, MN 55101 ($35,371.27) 501 South Eighth Street ($212,313.27) Page 1 DocuSign Envelope ID: C97B0F7F-2EC8-46EC-97F8-DD086C55C240 CITY OF COTTAGE GROVE, MINNESOTA CITY COUNCIL RESOLUTION NO. 2024-108 RESOLUTION APPROVING FINAL PAYMENT TO KRAUS ANDERSON IN THE AMOUNT OF $44,654.72 FOR THE GLACIAL VALLEY PARK BUILDING PROJECT WHEREAS, the City of Cottage Grove contracted Kraus Anderson for the construction of the Glacial Valley Park Building Project in the amount of $3,602,208.00; and WHEREAS, the City has made previous contract payments to Kraus Anderson in the amount of $3,309,868.74; and WHEREAS, a change orders have been approved by City Council totaling a credit of $247,684.54 NOW THEREFORE BE IT RESOLVED, by the City Council of the City of Cottage Grove, County of Washington, State of Minnesota, that the City of Cottage Grove approves final payment to Kraus Anderson in the amount of $44,654.72 for construction of the Glacial Valley Park Building Project. Passed this 17th day of July 2024. __________________________ Myron Bailey, Mayor Attest: ___________________________ Tamara Anderson, City Clerk Contractor Affidavit Submitted Thank you, your Contractor Affidavit has been approved. Confirmation Summary Confirmation Number:0-324-245-344 Submitted Date and Time:9-Jul-2024 7:24:28 AM Legal Name:KRAUS ANDERSON CONSTRUCTION CO Federal Employer ID:41-0808757 User Who Submitted:maria.gutierrez Type of Request Submitted:Contractor Affidavit Affidavit Summary Affidavit Number:983683072 Minnesota ID:9054104 Project Owner:CITY OF COTTAGE GROVE Project Number:2210103 Project Begin Date:01-Mar-2023 Project End Date:31-May-2024 Project Location:9900 RAVINE PARKWAY SOUTH COTTAGE GROVE MN 55016 Project Amount:$3,354,523.46 Subcontractor Summary Name ID Affidavit Number STEENBERG WATRUD CONSTRUCTION LLC 3035665 1477234688 AMERICAN STRUCTURAL METALS INC 6750929 2037174272 LAKE AREA ROOFING & CNSTRCTN INC 6303173 1043288064 DOORCO INC 5018868 2047823872 S & J CONSTRUCTION INC 9548083 1401245696 COMMERCIAL DRYWALL INC 1499766 1905315840 ARCHITECTURAL SALES OF MN INC 9018038 1674530816 WASCHE COMMERCIAL FINISHES INC 3564155 6475776 NOVA FIRE PROTECTION INC 8143583 813649920 MODERN PIPING INC 5677351 1996804096 PARK CONSTRUCTION CO 8139310 1717882880 Important Messages 7/9/24, 7:24 AM mndor.state.mn.us/tp/eservices/_/Retrieve/0/Dc/Xhlui4EucKeuRyLaL_LMtw__?FILE__=Print2&PARAMS__=5840285186865382690 https://www.mndor.state.mn.us/tp/eservices/_/Retrieve/0/Dc/Xhlui4EucKeuRyLaL_LMtw__?FILE__=Print2&PARAMS__=5840285186865382690 1/2 A copy of this page must be provided to the contractor or government agency that hired you. Contact Us If you need further assistance, contact our Withholding Tax Division at 651-282-9999, (toll-free) 800-657-3594, or (email) withholding.tax@state.mn.us. Business hours are Monday through Friday 8:00 a.m. to 4:30 p.m. Central Time. Please print this page for your records using the print or save functionality built into your browser. 7/9/24, 7:24 AM mndor.state.mn.us/tp/eservices/_/Retrieve/0/Dc/Xhlui4EucKeuRyLaL_LMtw__?FILE__=Print2&PARAMS__=5840285186865382690 https://www.mndor.state.mn.us/tp/eservices/_/Retrieve/0/Dc/Xhlui4EucKeuRyLaL_LMtw__?FILE__=Print2&PARAMS__=5840285186865382690 2/2 Invoice #: 65164APPLICATION AND CERTIFICATE FOR PAYMENT Contractor Architect Owner Distribution to : 2210103- Cottage Grove Glacial Valley Park Contract Date: Project Ref Nos: Contract For: Via Architect: From Contractor: City Of Cottage Grove Project Number - Project Description:To Owner: 15 Period To: Application No. : Cottage Grove, MN 55016 St Paul MN 55101 Customer Reference:12800 Ravine Parkway South Wold Architects & Engineers 332 Minnesota Street, Suite W2000 6/30/2024 501 South Eighth Street Minneapolis, MN 55404 Kraus-Anderson Construction Company 6/20/2022 ($247,684.54) $0.00 County of: State of: 4. TOTAL COMPLETED AND STORED TO DATE (Column G on G703) . . . . . . . . . . . . . Notary Public: $0.00 0.00%of Stored Materialb. Application is made for payment, as shown below, in connection with the Contract. Continuation Sheet is attached. a. 5. RETAINAGE: $0.00 ARCHITECT'S CERTIFICATE FOR PAYMENT My Commission expires: $44,654.72 0.00% By:____________________________________Date:______________$3,354,523.46 $3,354,523.46 CONTRACTOR: $3,602,208.00 The undersigned Contractor certifies that to the best of the Contractor's knowledge, information, and belief, the Work covered by this Application for Payment has been completed in accordance with the Contract Documents, that all amounts have been paid by the Contractor for Work for which previous Certificates for Payment were issued and payments received from the Owner, and that current payment shown herein is now due. $3,309,868.74 $3,354,523.46 In accordance with the Contract Documents, based on on-site observations and the data comprising this application, the Architect certifies to the Owner that to the best of the Architect's knowledge, information and belief the Work has progressed as indicated, the quality of the Work is in accordance with the Contract Documents, and the Contractor is entitled to payment of the AMOUNT CERTIFIED. 1. ORIGINAL CONTRACT SUM . . . . . . . . . . . . . . . . . . . . . . . . . . 8. CURRENT PAYMENT DUE . . . . . . . . . . . . . . . . . . . . . . . . . . . 7. LESS PREVIOUS CERTIFICATES FOR PAYMENTS . . . . . . . . . . . . 6. TOTAL EARNED LESS RETAINAGE . . . . . . . . . . . . . . . . . . . . . . Total Retainage (Line 5a + 5b or Total in Column I of G703) . . . . . . . . . . of Completed Work 3. CONTRACT SUM TO DATE( Line 1 + 2) . . . . . . . . . . . . . . . . . . . . . . . . . . 2. NET CHANGE BY CHANGE ORDERS . . . . . . . . . . . . . . . . . . . . CONTRACTOR'S APPLICATION FOR PAYMENT (line 3 less Line 6) ($212,313.27)$0.00 $44,654.72 By:____________________________________Date:______________ in previous months by Owner This Certificate is not negotiable. The AMOUNT CERTIFIED is payable only to the Contractor named herein. Issuance, payment, and acceptance of payment are without prejudice to any rights of the Owner or Contractor under this Contract. ARCHITECT: (Attach explanation if amount certified differs from the amount applied. Initial all figures on this Application and on the Continuation Sheet that are changed to conform with the amount certified.) AMOUNT CERTIFIED $0.00 9. BALANCE TO FINISH, INCLUDING RETAINAGE . . . . . . . . . . . . . . . . . ($247,684.54)Net Changes By Change Order $0.00 ($247,684.54)TOTALS Total Approved this Month ($35,371.27)$0.00 Total changes approved DeductionsAdditionsCHANGE ORDER SUMMARY (Column D + E on G703) (Column F on G703) (Line 6 from prior Certificate) (Line 4 Less Line 5 Total) Minnesota Hennepin Subscribed and sworn to before me this 3rd day of July, 2024 1/31/2025 7/ 3/2024 Kraus-Anderson Construction Company DocuSign Envelope ID: F51F804A-22DC-485E-9D52-01A9F2129EE1 CONTINUATION SHEET Page 2 of 2Invoice # : 65164 (Not in D or E)(D+E+F) To Date(D+E) Application In Place Stored and Stored No.Value From Previous This Period Presently Completed (G / C)To Finish (C-G) Item Total Description of Work Scheduled Materials %Balance RetainageWork Completed A B C D E F G H I Contract : 2210103- Cottage Grove Glacial Valley Park Project Ref Nos.: Period To: 7/01/2024Application Date : 15Application No. :Application and Certification for Payment, containing Contractor's signed certification is attached. In tabulations below, amounts are in US dollars. Use Column I on Contracts where variable retainage for line items may apply. (If Variable Rate) 6/30/2024 0.00 236,902.00 100.00% 236,902.00 0.00 0.00 236,902.00 0.00 CM Site Services5 0.00 110,655.00 100.00% 110,655.00 0.00 0.00 110,655.00 0.00 CM Fee10 0.00 76,969.07 100.00% 82,598.00 0.00 5,628.93 82,598.00 0.00 Reimbursables15 0.00 40,819.00 100.00% 40,819.00 0.00 0.00 40,819.00 0.00 Building Permit25 0.00 3,573.00 100.00% 3,573.00 0.00 0.00 3,573.00 0.00 Builder's Risk Insurance30 0.00 2,453.00 100.00% 5,000.00 0.00 2,547.00 5,000.00 0.00 Temp MEP35 0.00 9,516.63 100.00% 17,500.00 0.00 7,983.37 17,500.00 0.00 Temp Sanitation40 0.00 18,270.05 100.00% 17,500.00 0.00 (770.05) 17,500.00 0.00 Temp Construction45 0.00 4,558.80 100.00% 7,500.00 0.00 2,941.20 7,500.00 0.00 Construction/Building Cleaning50 0.00 2,684.32 100.00% 5,000.00 0.00 2,315.68 5,000.00 0.00 Construction Supplies55 0.00 2,164.50 100.00% 2,500.00 0.00 335.50 2,500.00 0.00 Construction Surveying60 0.00 11,743.75 100.00% 20,000.00 0.00 8,256.25 20,000.00 0.00 Temp Site65 0.00 668,762.60 100.00% 668,762.60 0.00 0.00 668,762.60 0.00 WS 3A - Concrete and Masonry Package70 0.00 196,187.00 100.00% 196,187.00 0.00 0.00 196,187.00 0.00 WS 5B.1 - Combined Structural Steel Package72 0.00 130,788.17 100.00% 131,209.17 0.00 421.00 131,209.17 0.00 WS 7H - Roofing Package74 0.00 94,793.00 100.00% 93,653.00 0.00 (1,140.00) 93,653.00 0.00 WS 8A - Doors, Frames, and Hardware Package76 0.00 8,800.00 100.00% 8,800.00 0.00 0.00 8,800.00 0.00 WS 8E - Sectional Overhead Door Package78 0.00 258,000.00 100.00% 258,000.00 0.00 0.00 258,000.00 0.00 WS 8F - Glass and Glazing Package80 0.00 317,968.50 100.00% 317,968.50 0.00 0.00 317,968.50 0.00 WS 9A - Drywall Package81 0.00 70,339.62 100.00% 70,339.62 0.00 0.00 70,339.62 0.00 WS 9C - Ceilings and Acoustical Treatment Package 82 0.00 23,470.00 100.00% 23,470.00 0.00 0.00 23,470.00 0.00 WS 9K - Painting Package84 0.00 46,832.00 100.00% 46,832.00 0.00 0.00 46,832.00 0.00 WS 21A - Fire Suppression Package86 0.00 960,888.84 100.00% 960,467.84 0.00 (421.00) 960,467.84 0.00 WS 23B - Combined Mechanical Package90 0.00 57,334.60 100.00% 57,334.60 0.00 0.00 57,334.60 0.00 WS 31A - Sitework Package92 0.00 0.00 100.00% 184,265.40 0.00 184,265.40 184,265.40 0.00 Construction Contingency94 0.00 0.00 100.00%(212,313.27) 0.00 (212,313.27)(212,313.27) 0.00 Owner Change Order #196 3,354,473.45 50.01 0.00 3,354,523.46 100.00% 0.00 0.00 Grand Totals 3,354,523.46 DocuSign Envelope ID: F51F804A-22DC-485E-9D52-01A9F2129EE1 Important Notice Regarding Payments to Kraus-Anderson Construction Company To Whom It May Concern: As we are sure you are aware, there are more frequent incidents in the news about cyber criminals using email and other electronic means to induce businesses and individuals to reveal their financial information , or to make payments to criminals that are impersonating persons that are actually entitled to receive such information or payments. Any business which is a payer or recipient of large sums of money as part of its regular business activity is a special target for these cyber criminals. The large and repeated payments made by the owners of construction projects to their construction contractors make these parties potential targets , and we know of instances where some proejct owners have been defrauded into making erroneous payments to third-party imposters as a result of this criminal fraud activity. The purpose of this letter is to ask for your help to be extra vigilant in how your company makes payments to Kraus-Anderson Construction Company. At the start of our construction project with your company, we provided you with information that included our bank name, routing number, and account number for payments made by ACH or wire transfer, or other specific instructions for paying Kraus-Anderson by check . It is extremely unlikely we would ever change these instructions before the completion of your project and our receipt of final payment from you. Please do not act on a request to change our account information or method of payment unless you are certain that the request is actually being made by Kraus-Anderson Construction Company. If you receive such a request, it is likely an attempt to defraud you. Therefore, it is important that you contact one of the two Kraus-Anderson Employees listed below if you receive a request in any form--oral, electronic, written, or otherwise--to make changes to our payment instructions and/or banking information: Logan Carter, Controller Office phone: 612-255-2364 Cell phone: 612-723-0843 Ryan Szarzynski, Accounting Manager Office phone: 612-255-2368 Cell phone: 612-210-0570 We hope this information is helpful to you in protecting your company against acts by third-party criminals that may attempt to interfere with the proper processing of legitimate financial transactions. Please contact us if you have any questions. Sincerely, KRAUS-ANDERSON CONSTRUCTION COMPANY Office 612-255-2500 | www.krausanderson.com | Fax 612-332-8739 Logan Carter Controller Ryan Szarzynski Accountng Manager Kraus-Anderson Construction Company 501 South Eighth Street, Minneapolis, MN 55404 Together, strengthening the communites we serve DocuSign Envelope ID: F51F804A-22DC-485E-9D52-01A9F2129EE1 1 City Council Action Request 7.K. Meeting Date 7/17/2024 Department Community Development Agenda Category Action Item Title Gerber Collision – Approve Easement and Encroachment Agreements Staff Recommendation Approve the Easement and Encroachment Agreements with Gerber Collision. Budget Implication N/A Attachments 1. Gerber Easement Encroachment CC Memo 2. Gerber Encroachment Agreement - Lights 3. Gerber Encroachment Agreement - Landscaping 4. Gerber Permanent Drainage and Utility Easement To: Honorable Mayor and City Council Jennifer Levitt, City Administrator From: Riley Rooney, Associate Planner Date: July 17, 2024 Re: Gerber Collision – Approve Easement and Encroachment Agreements Background/Discussion At the May 15, 2024, City Council meeting, the attached easement and encroachment agreements were approved ensuring the landowner is responsible for all costs related to maintenance of the improvements and costs associated with any interference with the City’s need to inspect, repair, remove, or replace its infrastructure located within these easement areas. However, after further review, the Gerber Legal Team requested minor changes to the previously approved easement language. Staff and the City Attorney are comfortable with the minor changes to the easement and encroachment agreement language. The easement area has not been adjusted. Recommendation It is recommended the City Council approve the Easement and Encroachment Agreements with Gerber Collision. Attachments: • Encroachment Agreement for a Light Pole • Encroachment Agreement for Landscaping and Other Improvements • Permanent Drainage and Utility Easement 1 City Council Action Request 7.L. Meeting Date 7/17/2024 Department Administration Agenda Category Action Item Title Communication Manager Hiring Staff Recommendation Approve the hiring of Daniel Fanning as Communications Manager. Budget Implication Included in the budget Attachments 1. Memo - 2024 Communication Manager Hiring To:Honorable Mayor and City Council Members Jennifer Levitt, City Administrator From:Joe Fischbach, Human Resources Manager Date:7/12/2024 Subject:Communications Manager Hiring Background In April recruitment began for a Communications Manager. During the first round, staff interviewed nine applicants and selected four to move forward to second interviews. All four applicants accepted second round interviews. The four applicants interviewed with two different panels representing every City department. Three applicants were selected to interview with the City Council on July 9, 2024. One candidate withdrew from the process. The Council provided staff direction to conduct a background check on Daniel Fanning and forward his hiring for formal Council approval if favorable. Action Requested Approve the hiring of Daniel Fanning as Communications Manager at Grade 21, Step 6 ($119,184.00) of the Non-represented Pay Plan. 1 City Council Action Request 8.A. Meeting Date 7/17/2024 Department Finance Agenda Category Action Item Title Approve Disbursements Staff Recommendation Approve disbursements from 06-20-2024 through 07-11-24 in the amount of $6,319,901.48 Budget Implication N/A Attachments 1. Expense Approval Report 07-17-24 Council Meeting 2. Payorll Check Register CK 07.17.2024 1 City Council Action Request 9.A. Meeting Date 7/17/2024 Department Community Development Agenda Category Action Item Title Oltman Middle School – Easement Vacation, Drainage and Utility Easement Staff Recommendation 1) Hold the public hearing and adopt Resolution 2024-106 partially rescinding, terminating, and releasing a permanent easement and temporary easement for watermain for Lot 1, Block 1, New Oltman Middle School. 2) Approve the Temporary Drainage and Utility Easement over a portion of Lot 1, Block 1, New Oltman Middle School. 3) Approve the Permanent Drainage and Utility Easement over a portion of Lot 1, Block 1, New Oltman Middle School. Budget Implication N/A Attachments 1. Oltman Easement Vacation CC Memo 2. Oltman Termination Resolution 3. Oltman Temporary Easement 4. Oltman Permanent Easement TO: Honorable Mayor and City Council Jennifer Levitt, City Administrator FROM: Emily Schmitz, Community Development Director DATE: July 10, 2024 RE: Oltman Middle School – Easement Vacation, Drainage and Utility Easement Background Site plan and conditional use approval were granted for the construction of Oltman Middle School in 2017. As part of the development of the site, watermain looping was required and the infrastructure is required to be placed within a drainage and utility easement. The School District is currently working through plans for two additions to the school , one on the south side of the building and one on the east side of the building. The southerly addition will require encroachment over the existing watermain; therefore, as part of the addition, the watermain will be required to be relocated. The School District plans for work to begin in 2025; however, in an effort to be efficient in their planning, they are working through the vacation and reestablishment of the easement in the location of the relocated pipe. A temporary easement will be required over the existing pipe until such time it is moved ; the easement would then vacate automatically. A permanent easement over the new location of the pipe is proposed to cover the final location. Recommendation That the City Council take the following actions: 1. Hold the public hearing and adopt Resolution 2024-106 partially rescinding, terminating, and releasing a permanent easement and temporary easement for watermain for Lot 1, Block 1, New Oltman Middle School. 2. Approve the Temporary Drainage and Utility Easement over a portion of Lot 1, Block 1, New Oltman Middle School. 3. Approve the Permanent Drainage and Utility Easement over a portion of Lot 1, Block 1, New Oltman Middle School. Attachments • Temporary Drainage and Utility Easement • Permanent Drainage and Utility Easement CITY OF COTTAGE GROVE, MINNESOTA CITY COUNCIL RESOLUTION 2024-106 A RESOLUTION PARTIALLY VACTING, RESCINDING, TERMINATING AND RELEASING A PERMANENT EASEMENT AND TEMPORARY EASEMENT FOR WATERMAIN FOR LOT 1, BLOCK 1, NEW OLTMAN MIDDLE SCHOOL, PERTAINING TO REAL PROPERTY IN THE CITY OF COTTAGE GROVE, MINNESOTA WHEREAS, the City granted a Permanent Easement and Temporary Easement for Watermain for Lot 1, Block 1, New Oltman Middle School on certain real property which was recorded as Document No. 4103332 in the office of the Washington County Recorder (“Permanent Easement and Temporary Easement for Watermain”); and WHEREAS, the real property upon which the Permanent Easement and Temporary Easement for Watermain was recorded is legally described on Exhibit A, attached hereto and incorporated herein; and WHEREAS, the City desires to partially vacate, rescind, terminate and release that part of the Permanent Easement and Temporary Easement for Watermain described on Exhibit B and depicted on Exhibit C. NOW, THEREFORE BE IT RESOLVED, by the City Council of the City of Cottage Grove that the Permanent Easement and Temporary Easement for Watermain for Lot 1, Block 1, New Oltman Middle School on Document No. 4103332 is hereby partially vacated, rescinded, terminated and released and is no longer in force or effect. Passed this 17th day of July 2024. Myron Bailey, Mayor Attest: Tamara Anderson, City Clerk City of Cottage Grove, Minnesota City Council Resolution 2024-106 Page 2 EXHIBIT A PROPERTY LEGAL DESCRIPTION Real property situated in the City of Cottage Grove, County of Washington, State of Minnesota, legally described as: Lot 1, Block 1, New Oltman Middle School Abstract Property PID: 06.027.21.31.0002 City of Cottage Grove, Minnesota City Council Resolution 2024-106 Page 3 B-1 EXHIBIT B LEGAL DESCRIPTION TO VACATE RESCIND, TERMINATE AND RELEASE That part of the watermain easement described in Doc. No. 4103332, Washington County, MN, described as follows: A 20 foot strip of land within Lot 1, Block 1, NEW OLTMAN MIDDLE SCHOOL, according to the recorded plat thereof, Washington County, Minnesota, the centerline of said strip is described as follows: Commencing at the southeast corner of Lot 1, Block 1, said NEW OLTMAN MIDDLE SCHOOL, thence South 89 degrees 37 minutes 52 seconds West, along the south line of said Lot 1, a distance of 807.25 feet; thence North 40 degrees 09 minutes 18 seconds East a distance of 124.76 to the point of beginning of the centerline to be described; thence North 07 degrees 48 minutes 57 seconds East a distance of 12.45 feet; thence North 11 degrees 14 minutes 14 seconds West a distance of 81.77 feet to a point hereinafter referred to as Point "A"; thence continuing North 11 degrees 14 minutes 14 seconds West a distance of 44.84 feet and centerline there terminating. Together with a 20 foot wide strip whose centerline is described as beginning at the above described said Point "A"; thence North 78 degrees 45 minutes 46 seconds East a distance of 23.79 feet and there terminating. City of Cottage Grove, Minnesota City Council Resolution 2024-106 Page 4 C-1 EXHIBIT C DEPICTION TO RESCIND, TERMINATE AND RELEASE 1 City Council Action Request 9.B. Meeting Date 7/17/2024 Department Community Development Agenda Category Action Item Title Summer Valley – Easement Vacation, Final Plat, Development Agreement, and Development Plans Staff Recommendation 1) Hold a public hearing to vacate public drainage and utility easements within the proposed development parcel (PID: 0302721210003). 2) Adopt Resolution 2024-103 vacating the public drainage and utility easements within the proposed development parcel (PID: 0302721210003). 3) Adopt Resolution 2024-104 approving the Final Plat for Summer Valley. 4) Approve the Summer Valley Development Agreement with Summergate Development, LLC, with minor modifications as approved by the City Attorney. 5) Adopt Resolution 2024-105 approving the Summer Valley Development Plans dated May 21, 2024, prepared by Westwood Professional Services, Inc., subject to final approval by the City Engineer in writing. Budget Implication N/A Attachments 1. Summer Valley CC Memo 2. Summer Valley Resolution - Easement Terminations 3. Summer Valley Final Plat 4. Summer Valley Resolution - Final Plat 5. Summer Valley Signed DA 6. Summer Valley Development Plans 7. Summer Valley Engineering Plan Review Letter 2024-06-26 8. Summer Valley Resolution - Plans & Specs TO: Honorable Mayor and City Council Jennifer Levitt, City Administrator FROM: Conner Jakes, Associate Planner DATE: July 11, 2023 RE: Summer Valley – Easement Vacation, Final Plat, Development Agreement, and Development Plans Proposal The City Council is requested to take the following actions: 1. Hold a public hearing to vacate public drainage and utility easement s within the proposed development parcel (PID: 0302721210003). 2. Adopt the resolution approving the easement vacations. 3. Adopt the resolution approving the Final Plat for Summer Valley. 4. Approve the Summer Valley Development Agreement with Summergate Development, LLC. 5. Adopt the resolution approving the Summer Valley Development Plans dated May 21, 2024, prepared by Westwood Professional Services, Inc. Location Map Honorable Mayor, City Council, and Jennifer Levitt Summer Valley – Easement Vacations, Final Plat, Development Agreement, and Development Plans July 11, 2024 Page 2 of 5 1. Easement Vacation Background Given the subject parcel is the last remaining developable parcel in the area, various permanent and temporary easements have been recorded on the subject site in order to allow for the adjacent parcels to develop. The easements to be vacated are listed an d shown below for reference. • Permanent Drainage and Utility Easement recorded as Document No. 4224839 as part of the Parkview Pointe Plat. • Temporary Cul-de-Sace Easement recorded as Document No. 4309425 as part of the Northwick Park 2nd Addition Plat. • Termination of the Drainage and Utility Easement and Temporary Construction Easement Agreement recorded as Document No. 4335967 as part of the Rolling Meadows Plat. • Temporary Cul-de-Sac Easement Agreement recorded as Document No. 4335969 as part of the Rolling Meadows Plat. • Temporary Drainage and Utility Easement recorded as Document No. 4335971 as part of the Rolling Meadows Plat. • Temporary Trail Easement recorded on September 23, 2021 as Document No. 4335973 as part of the Rolling Meadows Plat. Existing Easements to be Vacated Honorable Mayor, City Council, and Jennifer Levitt Summer Valley – Easement Vacations, Final Plat, Development Agreement, and Development Plans July 11, 2024 Page 3 of 5 2. Final Plat Background At its April 17, 2024, meeting, the City Council approved Summergate Development’s application for a Preliminary Plat and Zoning Amendment for a project to be known as Summer Valley. The subject property is located south of the Woodbury border, to the east of the Northwick Park de - velopment, to the west of the Rolling Meadows development, and to the north of the Parkview Pointe development. The preliminary plat consists of 71 single family homes on approximately 24.5 acres. Summer Valley Preliminary Plat Final Plat Review The Summer Valley Final Plat was distributed to City departments, Washington County, and ISD 833 for their review and comments. No comments or recommendations were received. The Summer Valley final plat will include 71 single-family lots as approved in the preliminary plat. The final plat contains 2 outlots that will be owned and maintained by the City. Outlot A will contain a regional trail section continuing the South Washington Watershed District’s (SWWD) Glacial Valley Interpretive Area Improvement plans and regional trail. Outlot B will be utilized for storm - water ponding. The final plat is in conformance with all other conditions of the preliminary plat as approved by the City Council and as stipulated in Resolution 2024 -064. Honorable Mayor, City Council, and Jennifer Levitt Summer Valley – Easement Vacations, Final Plat, Development Agreement, and Development Plans July 11, 2024 Page 4 of 5 Summer Valley Final Plat Homeowner’s Association The Applicant is not proposing a homeowner’s association (HOA) given there will be no common owned elements of the proposed project. Pond Access Routes As with all other residential developments, pond access routes are required to be platted allowing for City access to stormwater ponds within developments for regular maintenance. Property own - ers adjacent to pond access routes are required to maintain the area to the center of those access routes. All pond access routes are required to be sodded from the back of curb to the rear lot line of all adjacent lots. The remainder of the stormwater ponding areas are permitted to be seeded. The following lots will be required to maintain to the center of adjacent pond access r outes. • Lot 22, Block 4 • Lot 1, Block 5 Outlot B Pond Access Route Honorable Mayor, City Council, and Jennifer Levitt Summer Valley – Easement Vacations, Final Plat, Development Agreement, and Development Plans July 11, 2024 Page 5 of 5 Temporary Cul-De-Sac Removal As part of the Northwick Park 2nd Addition development to the west of subject site, a temporary cul-de-sac was installed within Lot 1, Block 2. The temporary cul -de-sac provided the necessary turn around area for vehicular traffic traveling on Jeffery Avenue South. As outlined in the attached development agreement, the developer will be required to remove the temporary cul -de-sac and restore the area as necessary, including sod and extension of the sprinkler system. 3. Development Agreement The Developer has signed the development agreement, which is attached for review . 4. Development Plan Review The City Engineer has reviewed the development plans dated May 21, 2024, by the developer’s consulting engineer Westwood Professional Services, Inc., and is recommending approval of those plans (e.g., construction plans, drawings, specifications, surveys) subject to the comments in the June 26, 2024, review memorandum and any subsequential memorandums from Bolton & Menk, or as modified and approved by the City Engineer in writing. Recommendation The City Council is recommended to take the following actions: 1. Hold a public hearing to vacate public drainage and utility easements within the proposed development parcel (PID: 0302721210003). 2. Adopt Resolution 2024-103 vacating the public drainage and utility easements within the proposed development parcel (PID: 0302721210003). 3. Adopt Resolution 2024-104 approving the Final Plat for Summer Valley. 4. Approve the Summer Valley Development Agreement with Summergate Development, LLC, with minor modifications as approved by the City Attorney. 5. Adopt Resolution 2024-105 approving the Summer Valley Development Plans dated May 21, 2024, prepared by Westwood Professional Services, Inc., subject to final approval by the City Engineer in writing. Attachments: Summer Valley Final Plat Summer Valley Development Agreement Summer Valley Development Plans dated May 21, 2024 Engineering Review Letter dated June 26, 2024 CITY OF COTTAGE GROVE, MINNESOTA CITY COUNCIL RESOLUTION 2024-103 A RESOLUTION VACATING RESCINDING, TERMINATING AND RELEASING CERTAIN EASEMENTS IN PLAT TO BE SHOWN AS SUMMER VALLEY, PERTAINING TO REAL PROPERTY IN THE CITY OF COTTAGE GROVE, MINNESOTA WHEREAS, the City granted a Temporary Cul-De-Sac Easement Agreement on certain real property which was recorded as Document No. 4309425 in the office of the Washington County Recorder (“Northwick Park 2nd Addition Temporary Cul-De-Sac Easement”); a Drainage and Utility Easement and Temporary Construction Easement Agreement on certain real property which was recorded as Document No. 4335967 in the office of the Washington County Recorder (“Drainage and Utility Easement and Temporary Construction Easement”); a Temporary Cul-de- Sac Easement Agreement on certain real property which was recorded as Document No. 4335969 in the office of the Washington County Recorder (“Rolling Meadows Temporary Cul-de- Sac Easement”); a Temporary Drainage and Utility Easement on certain real property which was recorded as Document No. 4335971 in the office of the Washington County Recorder (“Temporary Drainage and Utility Easement”); a Temporary Trail Easement on certain real property which was recorded as Document No. 4335973 in the office of the Washington County Recorder (“Temporary Trail Easement”); and a Permanent Drainage and Utility Easement on certain real property which was recorded as Document No. 4224839 in the office of the Washington County Recorder (“Permanent Drainage and Utility Easement”); collectively “The Easements” and WHEREAS, the real property upon which The Easements were recorded is legally described on Exhibit A, attached hereto and incorporated herein; and WHEREAS, the City desires to vacate, rescind, terminate and release The Easements. NOW, THEREFORE BE IT RESOLVED, by the City Council of the City of Cottage Grove that the Northwick Park 2nd Addition Temporary Cul-De-Sac Easement on Document No. 4309425, the Drainage and Utility Easement and Temporary Construction Easement on Document No. 4335967, the Rolling Meadows Temporary Cul-de-Sac Easement on Document No. 4335969, the Temporary Drainage and Utility Easement on Document No. 4335971, the Temporary Trail Easement on Document No. 4335973, and the Permanent Drainage and Utility Easement on Document No. 4224839 are hereby vacated, rescinded, terminated and released and are no longer in force or effect. Adopted this 17th day of July, 2024. Myron Bailey, Mayor Attest: Tamara Anderson, City Clerk City of Cottage Grove, Minnesota City Council Resolution 2024-103 Page 2 EXHIBIT A PROPERTY LEGAL DESCRIPTION Those parts of the East One-Half of the Northwest Quarter, the West One Half of the Northeast Quarter of Section 3, Township 27 North, Range 21 West, Washington County, Minnesota, described as follows: Beginning at the Northwest corner of the Northeast Quarter of said Section 3; thence North 89 degrees 49 minutes 33 seconds East, bearing assumed, along the North line of said Northeast Quarter, a distance of 493.26 feet; thence South 01 degrees 12 minutes 45 seconds West, parallel with the West line of said Northeast Quarter, a distance of 1006.65 feet; thence South 89 degrees 49 minutes 33 seconds West, a distance of 1058.68 feet to the East line of the West 752.00 feet of the East One Half of the Northwe st Quarter of said Section 3; thence North 01 degrees 06 minutes 59 seconds East, along said East line, a distance of 1009.93 feet to the North line of the Northwest Quarter of said Section 3; thence South 89 degrees 50 minutes 23 seconds East, along said North line of the Northwest Quarter, a distance of 567.04 feet to the point of beginning. Abstract Property PID: 03.027.21.21.0003 12312345678910111213141234567891011121314151617181920221221OUTLOT BOUTLOT A122333445123456789101112131415161718192021222324252627282930JENSEN ALCOVE S.JENNIFER AVENUE S.JENNIFER AVENUE S.63RD STREET S.JENSEN AVENUE S.JENSEN AVENUE S.JEFFERY AVENUE S.north line of the NW 1/4of Section 3north line of the NE 1/4of Section 3a line parallel with the West line of the NE 1/4 of Section 3 west line of the NE 1/4 of Section 3 east line of the West 752.00 feet of theE 1/2 of the NW 1/4 of Section 3 NW Corner of the NE 1/4 ofSection 3, Twp. 27, Rge. 21Found Washington CountyCast Iron MonumentN89°49'33"E 493.26S01°12'45"W 1006.65 S01°12'45"WN89°49'27"E 1058.68N01°06'59"E 1009.93 Found Capped IronLicense No. un-readableFound Capped IronLicense No. 19086Found Capped IronLicense No. 41578Found Capped IronLicense No. 53546Found 5/8 Inch RebarFound 5/8 Inch RebarS89°50'23"E 567.04563.19495.48S00°10'33"E 329.82 ∆=11°00'16"R=470.00L=90.27N11°10'49"W 196.06∆=57°33' 1 9 " R= 1 8 0 . 0 0 L= 1 8 0 . 8 1 S43°37'30"E35.23N12°20'48"W60.00S12°20'48"E 148.97478.9788.07493.26S01°12'45"W 4076.86080160240 Sheet 1 of 3 SheetsSUMMER VALLEYCITY OF CITY OF COTTAGE GROVE, MINNESOTAThis plat was approved by the City Council of the City of Cottage Grove, Minnesota on this day of , 20 , andhereby certifies compliance with all requirements as set forth in Minnesota Statutes, Section 505.03, Subdivision 2.By By Mayor City ClerkWASHINGTON COUNTY SURVEYORPursuant to Chapter 820, Laws of Minnesota, 1971, and in accordance with Minnesota Statutes, Section 505.021, Subd. 11, this plat has been reviewed andapproved on this day of , 20.By By Washington County Surveyor WASHINGTON COUNTY AUDITOR/TREASURERPursuant to Minnesota Statutes, Section 505.021, Subd. 9, taxes payable in the year 20 on the land hereinbefore described have been paid. Also,pursuant to Minnesota Statutes, Section 272.12, there are no delinquent taxes and transfer has been entered on this day of , 20.By By Washington County Auditor/Treasurer DeputyWASHINGTON COUNTY RECORDERDocument Number I hereby certify that this instrument was recorded in the Office of the County Recorder for record on this day of , 20, at o'clock .M., and was duly recorded in Washington County Records.By By Washington County Recorder DeputyKNOW ALL PERSONS BY THESE PRESENTS: that Summergate Development, LLC, a Minnesota limited liability company, owner of the following describedproperty situated in the County of Washington, State of Minnesota, to wit:Those parts of the East One-Half of the Northwest Quarter, the West One-Half of the Northeast Quarter of Section 3, Township 27 North, Range 21 West,Washington County, Minnesota, described as follows:Beginning at the Northwest corner of the Northeast Quarter of said Section 3, thence North 89 degree 49 minutes 33 seconds East, bearing assumed,along the North line of said Northeast Quarter, a distance of 493.26 feet; thence South 01 degrees 12 minutes 45 seconds West, parallel with the West lineof said Northeast Quarter, a distance of 1006.65 feet; thence South 89 degrees 49 minutes 33 seconds West a distance of 1058.68 feet to the East line ofthe West 752.00 feet of the East One-Half of the Northwest Quarter of said Section 3; thence North 01 degrees 06 minutes 59 seconds East, along saidEast line, a distance of 1009.93 feet to the North line of the Northwest Quarter of said Section 3; thence South 89 degrees 50 minutes 23 seconds East,along said North line of the Northwest Quarter, a distance of 567.04 feet to the point of beginning.Has caused the same to be surveyed and platted as SUMMER VALLEY and does hereby donate and dedicate to the public for public use the public ways, as shownon this plat, and also dedicate the easements as created by this plat for drainage and utility purposes only.In witness whereof said Summergate Development, LLC, a Minnesota limited liability company, has caused these presents to be signed by its proper officer this day of , 20 .SUMMERGATE DEVELOPMENT, LLCBy Its STATE OF COUNTY OF The foregoing instrument was acknowledged before me on this day of , 20 , by , Its of Summergate Development, LLC, a Minnesota limited liability company, on behalf of the company. (Signature)(Name Printed)Notary Public, County, My Commission Expires I hereby certify that I have surveyed and platted or directly supervised the survey and platting of the property described on this plat as SUMMER VALLEY; that Iam a duly Licensed Land Surveyor in the State of Minnesota; that this plat is a correct representation of the boundary survey; that all mathematical data andlabels are correctly designated on the plat; that all monuments depicted on the plat have been or will be correctly set within one year; that all water boundariesand wet lands as defined in MS Section 505.01, Subd. 3 existing as of the date of this certification are shown and labeled on the plat; and that all public ways areshown and labeled on the plat.Dated this , day of , 20Chris Ambourn, Licensed Land SurveyorMinnesota License No. 43055STATE OF MINNESOTACOUNTY OF HENNEPINThe foregoing Surveyor's Certificate was acknowledged before me on this day of , 20 , by Chris Ambourn,Licensed Land Surveyor, Minnesota License No. 43055. (Signature)(Name Printed)Notary Public, County, MinnesotaMy Commission Expires South 1/4 Corner ofSection 3, Twp. 27, Rge. 21Found Washington CountyCast Iron Monumentwest line of the E 1/2 of the NW 1/4of Section 3, Twp. 27, Rge. 21750.00750.00INSET A(SEE SHEET 2 OF 3 SHEETSINSET B(SEE SHEET 3 OF 3 SHEETS(NOT TO SCALE)CITY OF COTTAGE GROVESECTION 3, TOWNSHIP 27, RANGE 21VICINITY MAPSITERAVINE PARKWAY S.MILITARY ROADJENSEN AVE S.SCALE IN FEETSCALE: 1 INCH = 80 FEETSET 1/2 INCH BY 14 INCH REBAR WITH CAPINSCRIBED WITH "AMBOURN 43055"FOUND MONUMENT AS SHOWNFOUND WASHINGTON COUNTY CAST IRONMONUMENTTHE ORIENTATION OF THIS BEARING SYSTEM IS BASED ON THENORTH LINE OF THE EAST HALF OF THE NORTHWEST QUARTEROF SECTION 3, TOWNSHIP 27, RANGE 21, WHICH IS ASSUMEDTO BEAR S 89°50'23" E 12312345678910111213141223312345678910111213141516171819202122JEFFERY AVENUE S.JENNIFER AVENUE S.JENNIFER AVENUE S.JENSEN AVENUE S.JENSEN AVENUE S.CL=173.31CB=S17°45'50"W∆=57°33'19"R=180.00L=180.81N11°10'49"W 196.06∆=11°00'16"R=470.00L=90.27S00°10'33"E 329.82N89°49'27"E 164.29 ∆ = 9 1 ° 1 7 ' 3 2 " R = 2 2 5 . 0 0 L = 3 5 8 . 5 0S01°06'59"W 613.80N88°53'01"W 110.00CL=55.44CB=S83°52'39"W∆=14°28'40"R=220.00L=55.59N43°47'21"E47.09276.91336.89164.82165.0030.00 30.00 30.00∆=47°19'38"L=185.85 ∆=4 3 ° 5 7 ' 5 4 " L=1 7 2 . 6 530.8631.15S28°33 '58 "E 60 .00 N6 3 ° 5 1 ' 2 0 " W 6 0 . 0 0 N12°20'48"W 60.00S43°37'30"E35.23∆=100°43'46"R=60.00L=105.48∆=40°33'02"R=100.00L=70.77∆=46°55'10"R=100.00L=81.89∆ = 1 4 4 ° 4 2 ' 3 9 " R = 6 0 . 0 0 L = 1 5 1 . 5 4 ∆=46°55'10"R=100.00L=81.8930 30 3030303030 30 303030 S01°06'59"W 1009.94S89°50'23"E 478.97 N89°49'27"E 563.19 S88°53'01"E 135.00S88°53'01"E 135.0093.6568.5088.1380.00 82.0068.5095.91135.02∆=12°42'33"L=55.45S88°53'01"E 135.00 S88°53'01"E 135.00 S88°53'01"E 135.00 S88°53'01"E 139.46 S88°53'01"E 158.89 S88°53'01"E 148.89 N16°18'13"E 142.48N00°10'33"W 147.18N00°10'33"W 148.22N00°10'33"W 135.41N00°10'33"W 135.00135.0082.0066.6666.6666.5098.79152.5775.01143.5066.4666.4666.4666.4768.0068.0077.3080.00 85.4468.0068.0066.4718.99∆=10°43'46"L=47.75∆=11°09'42"L=49.68∆=1 1 ° 1 6 ' 2 3 " L= 1 9 . 6 7 ∆=35°38'48"L=62.21∆=5 ° 5 4 ' 1 5 " L= 6 . 1 8 ∆=50°11'21"L=52.56∆ = 4 3 ° 4 4 ' 5 1 " L = 4 5 . 8 1 ∆=44°52'12"L=46.99∆=8°04'24"L=14.09∆=38°50'46" L=67.80 ∆=15°17'5 4 " L=68.09 ∆=3°13'51"L=14.3852.29 82.00∆=16°49'36"L=55.80S88°53'01"E 135.00 N60°03'05"E 179.99N88°53'01"W 156.54N88°53'01"W 146.12N88°53'01"W 138.58N88°53'01"W 139.70N88°53'01"W 140.82 N88°53'01"W 141.97 N88°53'01"W 145.47 N88°53'01"W 154.78 S81°25'11"W 164.53S44°29'49"W 162.56S07°34'26"W 134.27S00°10'33"E 134.82S89°49'27"W 163.32 S89°49'27"W 158.69 S89°49'27"W 153.63 S89°49'27"W 133.86S89°49'27"W 146.61S89°49'27"W 135.48S54°43'27"E 149.65 S89°49'27"W 140.02 S89°49'27"W 142.48 S12°20'48"E 148.9797.0066.5066.5066.5066.5068.0068.0066.5048.80∆=9°41'48"L=33.00∆=36°55'22"L=125.66 ∆=3 6 ° 5 5 ' 2 2 " L= 1 2 5 . 6 6 ∆=7°44'59"L=26.3854.29 80.00 134.82∆=8°31'41"L=65.49∆=2 ° 2 8 ' 3 4 " L= 1 9 . 0 2 47.3866.4769.2712.93∆=15°09'41"L=55.57∆=13°29'35"L=49.46∆=9°52'47"L=17.24∆=30°40'15"L=53.53111.73172.21 62.48 80.00∆=45°48'44"L=47.73∆=42°22'38"L=44.38∆=12°47'28"L=13.39101.0967.3150.5184.67134.2516.6066.5166.5168.0148.8819.3267.1544.9210.2420.0139.8865.2565.2568.0068.0065.7065.70N21°40'37"W 70 .13N10°01'17"E 218.92N00°09'01"E 266.50N06°50'57"W 131.3930.4637.43S88°53'01"E 89.62N79°38'03"E46.30202043.8893.9944.5770.18S65°28'13"E46.63 S84°29'45"E 92.4820 101010101010101027 30 33 34 35 37 38 35 30 33 34 35 37 38 10101010Drainage &Utility EasementDrainage &Utility Easement75.4448.93S77°43'17"W 114.45N88°53'01"W23.6635.00 37.57N82°13'40" W 8 6 . 3 0N4 1 ° 3 9 ' 0 2 "W 2 9 . 0 6N07°45'25"W35.40N13°31'09"W65.17N01°06'59"E49.43101010101010 10 10 10 2020202017 181817 10 10 10 1010101017.8025.4018.88 64.2332.65Drainage &Utility EasementDrainage &Utility EasementDrainage &Utility EasementDrainage &Utility EasementDrainage &Utility EasementDrainage &Utility EasementDrainage &Utility EasementDrainage &Utility EasementDrainage &Utility EasementDrainage &Utility EasementDrainage &Utility EasementDrainage &Utility Easement04080120Sheet X of X SheetsSUMMER VALLEYSET 1/2 INCH BY 14 INCH REBAR WITH CAPINSCRIBED WITH "AMBOURN 43055"FOUND MONUMENT AS SHOWNTHE ORIENTATION OF THIS BEARING SYSTEM IS BASED ON THENORTH LINE OF THE EAST HALF OF THE NORTHWEST QUARTEROF SECTION 3, TOWNSHIP 27, RANGE 21, WHICH IS ASSUMEDTO BEAR S 89°50'23" EBEING 5 FEET IN WIDTH, UNLESS OTHERWISE INDICATED,AND ADJOINING LOT LINES, AND 10 FEET IN WIDTH ANDADJOINING RIGHT-OF-WAY LINES AS SHOWN ON THE PLATDRAINAGE AND UTILITY EASEMENTS ARE SHOWN THUS:(NOT TO SCALE)10 10 55SCALE IN FEETSCALE: 1 INCH = 40 FEETINSET A(FROM SHEET 1 OF 3 SHEETS 1234567891011121314151617181920221221OUTLOT BOUTLOT A34452324252627282930JENSEN ALCOVE S.JENSEN AVENUE S.JENSEN AVENUE S.63RD STREET S.N89°49'33"E 384.88∆=101°00'22"R=180.00L=317.32N11°10'49"W 196.06∆=11°00'16"R=470.00L=90.27S00°10'33"E 329.82∆=11°00'16"R=250.00L=48.02N89°49'27"E 269.12S78°49'11"W13.67∆=43°27'03"L=136.51∆=57°33'19"L=180.81145.5350.5330.00 30.0130.01S43°37'30"E35.23N12°20'48"W 60.00N89°49'33"E 493.26 N01°12'45"E 1006.64N89°49'27"E 495.48 S89°50'23"E88.07 30303030 30 30 N35° 5 0 ' 0 6 "W 6 0 . 0 0 S35°29'00"W 60.0030303030∆=38°10'22"CL=39.24CB=N83°15'37"WR=60.00 L=39.97∆=40°33'02"R=100.00L=70.77 ∆=251°19'05"R=60.00L=263.18∆=35°39'33"R=100.00L=62.24∆=35° 3 9 ' 3 3 " R=10 0 . 0 0 L=62 . 2 4S00°10'27"E 152.21S00°10'27"E 150.01S00°10'27"E 130.01S00°10'27"E 130.01S00°10'27"E 157.83S00°10'27"E 150.01S00°10'27"E 130.01S12°20'48"E 148.97S00°10'27"E 150.01∆=14°11'07"L=24.76∆=26°21'55"L=46.02∆=6°14'20"L=22.87∆=8°18'42"L=30.4634.89 68.00 68.00 65.25 65.25 65.00 19.2265.0065.2565.2520.00130.0168.0068.0065.2568.005.66 218.35 150.05N00°10'27"W 130.00N00°10'27"W 130.00N00°10'27"W 130.00N00°10'27"W 130.00N00°10'27"W 130.00N29°47'21"W 134.13N70°23'33"W 158.52 N89°49'33"E 145.47 S00°10'33"E 160.01S00°10'33"E 160.00S00°10'33"E 147.59S13°41'21"W 135.70S56°07'30"W 178.31N81°26'21" W 1 3 6 . 6 1 N3 9 ° 0 0 ' 1 1 "W 1 3 2 . 0 0N00°10'33"W 132.00N00°10'33"W 159.27N00°10'33"W 152.18N00°10'33"W 152.19N89°48'53"E 130.00 N89°48'53"E 130.00 N89°48'53"E 130.00 68.67 130.0466.5066.5066.5066.5049.49 31.9684.0592.10 66.00 17.75 43.4765.5066.88 19.9235.6866.0066.00∆=24°23'43"L=63.87∆=50°31'57"L=132.29∆=26°04'42"L=68.27∆=7°39'41"L=37.44∆=28°51'05"L=50.36∆=6°48'28"L=11.88∆=49°31'26"L=51.86∆ = 4 2 ° 2 6 ' 0 9 " L = 4 4 . 4 4 ∆=42°26'09"L=44.44∆=42°26'09"L=44.44∆=44°18'59"L=46.41∆=30 ° 1 0 ' 1 2 " L=3 1 . 5 9 ∆=22°55'48"L=40.02∆=12°43'45"L=22.22∆=11°00'16"L=96.03∆=6°44'53"L=25.9179.73 65.50 66.0066.0065.50 36.36 35.9435.9818.20162.1357.79N89°48'53"E15.23S81°53'01"E 66.19 S89°49'27"W 101.86 S72°12'14"W 64.79N50°59'49"E 71.93S29°46'05"W 91.12S00°10'33"E 132.0065.5266.5066.5066.5066.5045.16 152.7791.9266.0066.0034.6445.3680.00N89°49'33"E 376.68 66.0074.1422.00130.00 74.1666.00N89°48'53"E 130.00 S00°10'33"E 74.16335.48 428.41N89°49'33"E 195.5032.2528.2928282828303031.9915.6916161616Drainage & UtilityEasementDrainage & UtilityEasementDrainage & UtilityEasementDrainage & UtilityEasement101010101010101010 15 15 76.50 45.07102.1110 10 1010101515151510 10 10 10 1616Drainage & UtilityEasementDrainage & UtilityEasementDrainage & UtilityEasementDrainage & UtilityEasementDrainage & UtilityEasementDrainage & UtilityEasementDrainage &UtilityEasementDrainage & Utility Easementover all of Outlot B04080120Sheet 3 of 3 SheetsSUMMER VALLEYBEING 5 FEET IN WIDTH, UNLESS OTHERWISE INDICATED,AND ADJOINING LOT LINES, AND 10 FEET IN WIDTH ANDADJOINING RIGHT-OF-WAY LINES AS SHOWN ON THE PLATDRAINAGE AND UTILITY EASEMENTS ARE SHOWN THUS:(NOT TO SCALE)10 10 55SET 1/2 INCH BY 14 INCH REBAR WITH CAPINSCRIBED WITH "AMBOURN 43055"FOUND MONUMENT AS SHOWNFOUND WASHINGTON COUNTY CAST IRONMONUMENTTHE ORIENTATION OF THIS BEARING SYSTEM IS BASED ON THENORTH LINE OF THE EAST HALF OF THE NORTHWEST QUARTEROF SECTION 3, TOWNSHIP 27, RANGE 21, WHICH IS ASSUMEDTO BEAR S 89°50'23" ESCALE IN FEETSCALE: 1 INCH = 40 FEETINSET B(FROM SHEET 1 OF 3 SHEETS CITY OF COTTAGE GROVE, MINNESOTA CITY COUNCIL RESOLUTION 2024-104 RESOLUTION APPROVING THE FINAL PLAT NAMED SUMMER VALLEY WHEREAS, Summergate Development, LLC has applied for a final plat to develop a residential subdivision named Summer Valley. This subdivision plat consists of 71 detached single-family homes and is located on the 24.5-acre property legally described as: Those parts of the East One-Half of the Northwest Quarter, the West One-Half of the Northeast Quarter of Section 3, Township 27 North, Range 21 West, Washington County, Minnesota, described as follows: Beginning at the Northwest corner of the Northeast Quarter of said Section 3, thence North 89 degrees 49 minutes 33 seconds East, bearing assumed, along the North line of said Northeast Quarter, a distance of 493.26 feet; thence South 01 degrees 12 minutes 45 seconds West, parallel with the West line of said Northeast Quarter, a distance of 1006.65 feet; thence South 89 degree s 49 minutes 33 seconds West a distance of 1058.68 feet to the East line of the West 752.00 feet of the East One - Half of the Northwest Quarter of said Section 3; thence North 01 degrees 06 minutes 59 seconds East, along said East line, a distance of 1009.93 feet to the North line of the Northwest Quarter of said Section 3; thence South 89 degrees 50 minutes 23 seconds East, along said North line of the Northwest Quarter, a distance of 567.04 feet to the point of beginning. WHEREAS, the Planning Commission held the public hearing for the preliminary plat and a zoning amendment to change the zoning from AG-2, Agriculture, to R-3, Single-Family Residen- tial, for the proposed Summer Valley subdivision on March 25, 2024; and WHEREAS, the City Council subsequently accepted the Planning Commission's recommen- dations and approved the preliminary plat (Resolution No. 2024-064) and the zoning amendment (Ordinance No. 1080) on April 17, 2024; and WHEREAS, City staff found the Summer Valley final plat substantially consistent with the approved preliminary plat plan; and WHEREAS, the Developer, Property Owner, and City have entered into a development agreement for the Subdivision (“Development Agreement”). NOW, THEREFORE, BE IT RESOLVED, that the City Council of the City of Cottage Grove, Washington County, Minnesota, hereby approves the final plat for a residential subdivision plat named “Summer Valley.” This plat consists of 71 detached single-family homes, located on the property legally described above. Approval of this final plat is subject to the following conditions: 1. The Developer and builders must comply with all City ordinances and policies. 2. The Developer must abide by the conditions stipulated in Resolution No. 2024-064, which approved the Summer Valley preliminary plat, except as hereafter modified. City of Cottage Grove, Minnesota City Council Resolution 2024-104 Page 2 of 3 3. All utility, drainage, and development construction must conform to the development plans and specifications dated May 21, 2024, prepared by the developer’s consulting engineer, Westwood Professional Services, Inc. and are subject to the comments in the June 26, 2024, review memorandum and any subsequential memorandums from Stantec, or as modified and approved by the City Engineer in writing. 4. The Developer may start rough grading of the lots before the plat is filed, if a Minnesota Pollution Control Agency (MPCA) Construction Storm Water Permit has been issued and the City has been furnished with a cash escrow or letter of credit in the minimum amount specified in the approved development agreement. 5. Development of this project must comply with the grading and erosion control plans as approved by the City Engineer. 6. The City will supply the street light poles and luminaries. The Developer will pay the City for street light poles and street light luminaries. 7. After the site is rough graded, but before any utility construction commences or build- ing permits are issued, the erosion control plan shall be implemented by the Developer and inspected and approved by the City. The City may impose additional erosion con- trol requirements if it is determined that the methods implemented are insufficient to properly control erosion. 8. The final plat must be recorded with the Washington County Recorder’s Office before any building permit can be issued. 9. The builder for each lot shall post a letter of credit or cash escrow to the City for the estimated cost of the required boulevard tree, yard trees, sod, shrubs and final as-built survey on each lot. 10. Before final financial guarantees are released, a certificate signed by a registered en- gineer must be provided. This certificate will state that all final lot and building grades are in conformance to the grading and drainage development plan(s) approved by the City Engineer. 11. Residential lots designated to have a boundary marker(s) must have the marker(s) installed before a Certificate of Occupancy can be issued for the house on that partic- ular residential lot. For lots constructed between and November 1 and May 1, a Temporary Certificate of Occupancy can be issued, and the escrow retained until installation of the markers is confirmed. 12. The Developer is responsible for the cost and installation of the required park and open space boundary markers. 13. All monument signs must comply with the City’s Sign Ordinance and must be placed on private property. 14. Park dedication shall be addressed as stipulated within the Development Agreement. City of Cottage Grove, Minnesota City Council Resolution 2024-104 Page 3 of 3 15. Prior to the release of the final plat, a final landscaping plan shall be approved in writing by planning staff. 16. The Developer shall seed the area north of the trail in Outlot A from the edge of trail to the northern outlot boundary. The Developer shall also sod from the edge of trail to the rear lot lines of Lots 28-30, Block 3. 17. All mailboxes and location of mailboxes must comply with the U.S. Post Office guide- lines and regulations. Mailboxes placed at the curb shall all be the same design and color. 18. The Developer shall be required to sod all pond access routes. The following lots will be required to maintain to the center of pond access routes: Lot 22, Block 4 Lot 1, Block 5 Passed this 17th day of July 2024. Myron Bailey, Mayor Attest: Tamara Anderson, City Clerk N:\0051216.00\DWG\CIVIL\FINAL\GRADING\0051216.00S-CVF01.DWG SUMMER VALLEY © 2024 Westwood Professional Services, Inc.SHEET INDEXCONSTRUCTION PLANSSUMMER VALLEYCOTTAGE GROVE, MINNESOTAPREPARED FOR:SUMMERGATE DEVELOPMENT INC.17305 CEDAR AVE S #200LAKEVILLE, MN 55044CONTACT: BRYAN TUCKERPHONE: 612-490-0982EMAIL: BRYANT@SUMMER-GATE.COMSITEVicinity Map(NOT TO SCALE)SHEETSREVISIONDATENO.0106/20/24CITY COMMENTSALL..................GRADING, DRAINAGE, & EROSIONCONTROLPREPARED BY:PROJECT NUMBER: 0051216.00CONTACT: CHRISTIAN FROEMKEPhone   :hLWeZaWer 'rLYe 6XLWe Fax  0LnneWonNa 01 Toll Free  CONSTRUCTION PLANSSUMMER VALLEYCOTTAGE GROVE, MINNESOTAFORFORGRADING, DRAINAGE, & EROSIONCONTROLINITIAL SUBMITTAL DATE: 05/21/24SHEET: 1 OF 13PROJECT NUMBER: 0051216.00FORFORBENCHMARKSBM-1MNDT POINT FREDIN MNDTHORIZONTAL DATUM1983NAD (2011 ADJ) WASHINGTON COUNTY COORDINATE SYSTEM, USSURVEY FEETMOVED LINE WORK TO THE FOUND N 1/4 COR OF THE SECTIONVERTICAL DATUM1988NAVD, US SURVEY FEETSheet List TableSHEETNUMBERSHEET TITLE1COVER2EXISTING CONDITIONS3EROSION CONTROL PLAN4EROSION CONTROL PLAN5OVERALL GRADING & DRAINAGE PLAN6GRADING & DRAINAGE PLAN7GRADING & DRAINAGE PLAN8STREET PROFILES9DETAILS10DETAILS11SWPPP NOTES12SWPPP NARRATIVE13SWPPP MAPSNOTEUNLESS OTHERWISE NOTED, ALL MATERIALS, CONST. TECHNIQUES ANDTESTING SHALL CONFORM TO THE CITY OF COTTAGE GROVE'S STANDARDSPECIFICATIONS FOR STREET & UTILITY CONSTRUCTION - 2024. EX-MHRE = 908.14EX-MHRE = 908.84EX-MHRE = 909.48EX-MHRE = 923.81EX-MHRE = 926.07IE=920.05MWMWMWMWEX-MHRE = 909.32EX-MHRE = 908.50EX-MHRE = 908.18EX-MHRE = 910.78SEX-MHRE = 910.75EX-MHRE = 918.13EX-MHRE = 926.70EX-MHRE = 926.44SEX-MHRE = 915.04EX-MHRE = 915.06SX X X X X XXXXXXXXXXXXXXXXWATSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTO STOSTOSTOSTOSTOSAN STOSTOSTOSTOSTO WATWATWAT SANSANSAN STOWATWATSTOSTOSANSANSTOSTOSTOSTOSTO UNGLN B NATURAL GASFOGASGASSTSTEX-MHRE = 907.35STEX-MHRE = 905.79RE=926.44IE=922.14 (15" RCP S)RE=926.70IE=922.05 (15" RCP N)IE=921.90 (15" RCP SW)RE=910.78IE=903.63 (24" RCP S)RE=910.75IE=904.00 (15" RCP E)IE=904.15 (15" RCP W)RE=915.06IE=910.56 (15" RCP E)IE=910.66 (15" RCP N)RE=915.04IE=910.79 (15" RCP S)STO NW COR OF THE NE 1/4 OFSEC. 3, TWP. 27, RGE. 21FD. WASHINGTON COUNTYCAST IRON MONUMENTN. LINE OF THENE 1/4 OF SEC. 3A LINE PARALLEL WITH THE W. LINE OF THE NE 1/4 OF SEC. 3 W. LINE OF THE NE 1/4 OF SEC. 3E. LINE OF THE WEST 752.00 FT OFTHE E 1/2 OF THE NW 1/4 OF SEC. 3N. LINE OF THE NW 1/4OF SEC. 3FD. CAPPED IRONLS # UNKNOWNFD. LS #53596FD. 1/2 IN OPEN PIPEFD. 1/2 IN OPEN PIPEFD. 1/2 IN OPEN PIPEFD. LS #53596FD. LS #44123FD. LS #53546FD. LS #53546FD. LS #53546FD. LS #53546FD. LS #19086FD. LS #41578FD. LS #53546FD. LS #53546FD. LS #53546FD. 5/8 INREBARFD. 5/8 IN REBARFD. 5/8 IN REBARFD. 5/8 IN REBAR(EX 12)60 FT INGRESS/EGRESS EASEMENTPER DOC NO. 368504560.060.0(EX 13)PERMANENT UTILITY & DRAINAGEEASEMENT PER DOC NO. 4224839(EX 13)PERMANENT UTILITY & DRAINAGEEASEMENT PER DOC NO. 4224839(EX 14 & 16)DRAINAGE & UTILITY EASEMENT PER DOCNO. 4335967 & TEMPORARY DRAINAGE &UTILITY EASEMENT PER DOC NO. 4335971(EX 14 & 15)TEMPORARY ROADWAY EASEMENT PER DOCNO. 4335967 & TEMPORARY CUL-DE-SACEASEMENT AREA PER DOC NO. 4335969(EX 14 & 17)TEMPORARY TRAIL EASEMENT PERDOC NOS. 4335967 & 433597363RD STREET S(PUBLIC STREET)JEFFERY AVE S(PUBLIC STREET)JENSEN AVE S (PUBLIC STREET)PID: 03-027-21-21-0042CITY OF COTTAGE GROVEPID: 03-027-21-21-0057STEVEN & CHERYL PALACIOPID:03-027-21-21-0058NICHOLAS & SARAHKHOURYPID: 03-027-21-21-0059KRISTINE GOEDENPID: 03-027-21-21-0060JEREMY & DILLONBOLEN-KNUTSONPID: 03-027-21-21-0061JOSEPH FRANK & YI C WUPID: 03-027-21-21-0062ELWIN & MILA VOORHEISPID:03-027-21-21-0063KISHAN KUMARPID:03-027-21-21-0064DANIEL & ALISONSULLIVANPID: 03-027-21-21-0039ANDREW & EMILY HAPKAPID: 03-027-21-21-0004CONNOR MCCABEPID: 03-027-21-21-0005XIANG ZHANG & XUIYINGDENGPID: 03-027-21-21-0006BRIAN & HEIDI CORCORANPID: 03-027-21-21-0007KEITH HOGIEPID : 03 -02 7 -21 - 12 - 00 11SHOUA MOUA & MARY VANGPID : 03-027-21-12-0010WILL IAM & JAM IE BERGPID : 03-027-21-12-0009JARED & ASHLEY ANDERSONPID: 03-027-21-12-0008ANTHONY & LACY LEVINEPID : 03-027-21-12-0007EILEEN GREGORYPID: 03-027-21-12-0006MARK & CHRISTINA PRESTRUDPID: 03-027-21-21-0011ERIC & KAYLEE GRABOWSKIPID: 03-027-21-21-0010RICHARD & KATIEMONTPETITPID: 03-027-21-21-0009MATTHEW & RACHELKOUPALPID: 03-027-21-21-000ADAM & JAYNE SUNDEENPID : 0 3 - 027 -21 -1 2 -0 04 8CI TY O F CO TTAG E GROV E PID : 03-027-21-12-0032KYLE & JAM IE ANDERSONPID : 03-027-21-12-0013KLC OF W ILLMAR INC PID: 03-027-21-13-0037CITY OF COTTAGE GROVEPID: 03-027-21-42-0004SOUTH WASHINGTON WATERSHED DISTRICTPID: 03-027-21-34-0001ANDREW ECKERGARDEN1.1±1.1±3.8±27.0±2.4±0.5±9.3±11.0±14.7±8' BIT TRAIL60R/W60R/W60R/W0.3±FENCE IS ON PROP LINENO BUILDINGS OBSERVED5.0±910920930 902 904 906 908 912914916918922924926928928928932932934934 910910 900 9009 1 0 896896 898 898902 902904 906 908 910 912 914 916916916 918918910920912914914914914914916916916916916918918918918918 920920912914916918 9189109209129129129149149149169189109109129129149109 1 0 910912 914 914 914 930926928932934934934934934934S89°50'23"E 567.04N89°49'33"E 493.26N01°12'45"E 1006.64N89°49'27"E 1058.67S01°06'59"W 1009.94 SHEET NUMBER:VERTICAL SCALE:DATE:PREPARED FOR:OFHORIZONTAL SCALE:DRAWN:CHECKED:DESIGNED:INITIAL ISSUE:REVISIONS:Phone   :hLWeZaWer 'rLYe 6XLWe Fax  0LnneWonNa 01 Toll Free  DATE:LICENSE NO.I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY MEOR UNDER MY DIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWSOF THE STATE OF MINNESOTAN:\0051216.00\DWG\CIVIL\FINAL\GRADING\0051216.00S-EXF01.DWG 132PROJECT NUMBER: 0051216.00COTTAGE GROVE, MINNESOTA06/20/24CHFCHFCHF© 2024 Westwood Professional Services, Inc.SUMMER VALLEYEXISTING CONDITIONS &REMOVALS PLAN17305 CEDAR AVE S #200LAKEVILLE, MN 55044SUMMER VALLEY05/21/245620806/20/24CHRISTIAN FROEMKESUMMERGATE DEVELOPMENT INC.CONSTRUCTION PLANSCommon Ground AllianceCall 48 Hours before digging:811 or call811.com60'12' OR 6'0'60'120'180'1" = 60'06/20/24....CITY COMMENTS....PROPERTY DESCRIPTIONThe following information was provided by Land Title, Issuing Agent for First American Title InsuranceCompany, File Number 689738, which has an effective date of January 1, 2024 at 7:00am:Those parts of the East One-Half of the Northwest Quarter, the West One-Half of the Northeast Quarterof Section 3, Township 27 North, Range 21 West, Washington County, Minnesota, described as follows:Beginning at the Northwest corner of the Northeast Quarter of said Section 3, thence North 89 degree49 minutes 33 seconds East, bearing assumed, along the North line of said Northeast Quarter, adistance of 493.26 feet; thence South 01 degrees 12 minutes 45 seconds West, parallel with the Westline of said Northeast Quarter, a distance of 1006.65 feet; thence South 89 degrees 49 minutes 33seconds West a distance of 1058.68 feet to the East line of the West 752.00 feet of the East One-Half ofthe Northwest Quarter of said Section 3; thence North 01 degrees 06 minutes 59 seconds East, alongsaid East line, a distance of 1009.93 feet to the North line of the Northwest Quarter of said Section 3;thence South 89 degrees 50 minutes 23 seconds East, along said North line of the Northwest Quarter, adistance of 567.04 feet to the point of beginning.Abstract PropertyGENERAL NOTES1.Bearings of property lines shown hereon are based on the Washington Countycoordinate system, (NAD 83 - 2011 Control Adjustment).2.Lengths of lines and distances between features are measured in US-Survey Feet.FLARED END SECTIONSANITARY MANHOLEBEEHIVE CATCH BASINCATCH BASINMONITORING WELLPOWER UNDERGROUNDWATERMAINFIBER OPTICSANITARY SEWERSTORM SEWERGATE VALVEGAS LINEHYDRANTSTORM MANHOLELEGENDFENCE LINECURB & GUTTERCONCRETE SURFACEBITUMINOUS SURFACEGRAVEL SURFACEFOUND MONUMENT (SEE LABEL)TREE LINEGASPUGSANSTOWATFOSSTMWXEASEMENT LINESECTION LINELOT LINEBOUNDARY LINERIGHT-OF-WAY LINECAST IRON MONUMENT (SEE LABEL)REMOVE AND DISPOSE OF TEMPORARY TURNAROUNDSEED AND MULCH DISTURBED AREASEXISTING LOT TO BE GRADED, TOP SOIL PLACED ANDSHAPED, IRRIGATION SYSTEM EXPANDED TO THEDISTURBED AREA, AND RESTOREDREMOVE AND DISPOSE OFTEMPORARY TURNAROUNDSEED AND MULCH DISTURBEDAREAS EX-MHRE = 926.07IE=920.05MWMWMWMWEX-MHRE = 926.70EX-MHRE = 926.44EX-MHRE = 915.04EX-MHRE = 915.06XXXXXXXXXXXXXXSTOSTOSTOSTOSTOSTOSTO WATWATWATWAT SANSANSAN STOWATWATWATWATWATWATWATWATWATWAT WAT WAT WAT WAT STOSTOSTOSANSANSANUNGLN B NATURAL GASFOGASGASSTEX-MHRE = 905.79STO 910 910 920930 902 902 904 904 906 906 908 908 912 912914 914 916 916 918 918918922924926928928928932932934934 910 912 914 916916916 91 6 916918918 918918920920 9 1 2 914 9169189109129129129149149149169189349349341231234123456789101112131415OUTLOT A1233341234567815161718192021222324252627282930JENSEN ALCOVE S.JEFFERY AVENUE S.JENNIFER AVENUE S. JEN S E N A V E N U E S .63RD STREET S.STSTO181920 2 1 2223242526272813 14150123 45 00012 301 010 12340120100 012345 NWLNWLNWL NWLNWLNWLNWL NWL NWL NWLNWLNWLNWLNWLNWLNWLEX INFILTRATION BASIN 1NWL=901.3OUTLET=902.8BOTTOM=901.3EX HWL=907.0PR HWL=904.8900910920920920930930930930930930 9308968989029029029049049049069069069089129149 1 4 914916916916916916 918918918918918922924924924926 926926928928928932 932932 93221.221.3SFSFSFSFSF SF SFSF SFSF SF SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSF SFSFSFSFSFSFSF 21.3 16.815.0 13.6 12.5 12.2 12.8 912914916920916918 922922920920920922922924922926926 912 912912912912 912910910916916914914912912914914914914912912912 914 914916918920912912 910914 912914916SHEET NUMBER:VERTICAL SCALE:DATE:PREPARED FOR:OFHORIZONTAL SCALE:DRAWN:CHECKED:DESIGNED:INITIAL ISSUE:REVISIONS:Phone   :hLWeZaWer 'rLYe 6XLWe Fax  0LnneWonNa 01 Toll Free  DATE:LICENSE NO.I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY MEOR UNDER MY DIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWSOF THE STATE OF MINNESOTAN:\0051216.00\DWG\CIVIL\FINAL\GRADING\0051216.00S-ECF01.DWG 133PROJECT NUMBER: 0051216.00COTTAGE GROVE, MINNESOTA06/20/24CHFCHFCHF© 2024 Westwood Professional Services, Inc.SUMMER VALLEYEROSION CONTROL PLAN17305 CEDAR AVE S #200LAKEVILLE, MN 55044SUMMER VALLEY05/21/245620806/20/24CHRISTIAN FROEMKESUMMERGATE DEVELOPMENT INC.CONSTRUCTION PLANSCommon Ground AllianceCall 48 Hours before digging:811 or call811.com50.000002'10' OR 5'0'50'100'150'1" = 50'06/20/24....CITY COMMENTS....NORTHWICKPARKROLLINGMEADOWSSILT FENCE (TYP.)INLET SEDIMENT CONTROL (TYP.)POND ACCESS MAINTENANCE BENCH (TYP.)GRADING LIMITS (TYP)GRADING LIMITS (TYP)PROPERTY LINEEXISTINGPROPOSEDINDEX CONTOURINTERVAL CONTOUREROSION CONTROL LEGEND982980982980SILT FENCESFSTOSTORM SEWERTPFTREE PROTECTION FENCETREE LINERETAINING WALL (MODULAR BLOCK)GRADING LIMITSGLSILT FENCE-POST GRADINGPOST-SFHEAVY DUTY SILT FENCEHDSFREDUNDANT SEDIMENT CONTROLRSCINLET PROTECTIONEROSION CONTROL CHECKS/BIOROLLSEMERGENCY OVERFLOWE.O.F.ROCK CONSTRUCTION ENTRANCEEROSION CONTROL BLANKETTURF REINFORCEMENT MATPOND NORMAL WATER LEVELWETLAND LINEWETLAND FILLWETLAND BUFFERPOND ACCESS MAINTENANCE BENCHWETLAND BUFFER LIMITSWETLAND BUFFER MONUMENTDO NOT DISTURBDNDEROSION CONTROL BLANKET (TYP.)EROSION CONTROL NOTESSILT FENCE (TYP)1.ALL SILT FENCE AND OTHER EROSION CONTROL FEATURES SHALL BE IN-PLACE PRIOR TO ANYEXCAVATION/CONSTRUCTION AND SHALL BE MAINTAINED UNTIL VIABLE TURF OR GROUNDCOVER HAS BEEN ESTABLISHED. EXISTING SILT FENCE ON-SITE SHALL BE MAINTAINED AND ORREMOVED AND SHALL BE CONSIDERED INCIDENTAL TO THE GRADING CONTRACT. IT IS OFEXTREME IMPORTANCE TO BE AWARE OF CURRENT FIELD CONDITIONS WITH RESPECT TOEROSION CONTROL. TEMPORARY PONDING, DIKES, HAY BALES, ETC., REQUIRED BY THE CITYSHALL BE INCIDENTAL TO THE GRADING CONTRACT.2.ALL STREETS DISTURBED DURING WORKING HOURS MUST BE CLEANED AT THE END OF EACHWORKING DAY. A ROCK ENTRANCE TO THE SITE MUST BE PROVIDED ACCORDING TO DETAILSTO REDUCE TRACKING OF DIRT ONTO PUBLIC STREETS.3.REDUNDANT PERIMETER SEDIMENT CONTROLS ARE NECESSARY WHEN SOIL DISTURBANCE ISWITHIN 50 FEET OF SURFACE WATERS. REDUNDANT SEDIMENT CONTROLS COULD INCLUDE:3.1.TWO ROWS OF SILT FENCE (SEPARATED BY 8 FEET); OR3.2.SILT FENCE AND A TOPSOIL BERM (STABILIZE BERM WITH MULCH); OR3.3.SILT FENCE AND FIBER LOGS; OR3.4.TOPSOIL BERM AND FIBER LOGS (STABILIZE BERM WITH MULCH).4.REDUNDANT SEDIMENT CONTROLS MUST BE INSTALLED PRIOR TO DISTURBING WITHIN 50 FEETOF THE SURFACE WATER.5.INFILTRATION AREAS·FENCE OFF AREA PRIOR TO BEGINNING CONSTRUCTION.·EXCAVATION OF INFILTRATION AREA SHALL TAKE PLACE AFTER CONTRIBUTING AREAS AREAT FINAL GRADE AND STABILIZED.·DO NOT USE HEAVY/WHEELED EQUIPMENT IN INFILTRATION AREA.·SEDIMENT AND EROSION CONTROLS MUST BE USED TO PROTECT AREA.·IF GRADING MUST OCCUR IN INFILTRATION AREA, LEAVE GRADE 3 FT HIGH TEMPORARILYUNTIL AREA CAN BE FINAL GRADED AND STABILIZED EX-MHRE = 908.14EX-MHRE = 908.84EX-MHRE = 909.48EX-MHRE = 923.81RE = 926.07EX-MHRE = 909.32EX-MHRE = 908.50EX-MHRE = 908.18EX-MHRE = 910.78EX-MHRE = 910.75EX-MHRE = 918.13X XXX XXX XX XXXXWATWATSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTO SANSANWAT WAT WATWAT WATWATWATWA TWA TWA TWA T STOSTOSTOSTOSTOSTO GASSTEX-MHRE = 908.37STEX-MHRE = 907.35STEX-MHRE = 905.79STO 9 1 0 920930912914916918922924926928928928932932934934 910910 900 9009 1 0 910896896 898 898902 902904 904906 906908 908910920912914914 914914914 916916916916916 918918918918918 912 9 1 2 91 2 9 1 2 914 9149109109129129149149169109 1 0 910912 914 914 914 914 9309269289329349349349349349343456789101112131414151617181920221221OUTLOT B223458910111213141516JENSEN ALCOVE S.JENNIFER AVENUE S.JENSEN AVENUE S.SSANSAN12 13 14 15 16 17 180123 450010123 40 0100 0STST 56789 1011NWL NWLNWLNWLNWL NWLNWL NWLNWLNWLNWLNWLNWL NW L NW LNWLNWLNWL NWL NWL NWL NWL NWL NWL NWL NWL NWL NWL NWLNWL898900910912914EX POND 1OUTLET=902.8BOTTOM=895.0PR HWL=905.2EX HWL=907.1EOF=910.0INFILTRATION BASINOUTLET=902.8BOTTOM=901.0HWL=905.2EOF=905.2TOP OF BERM=906.0900 900910910 910910910920920920930 930896 896898 898902902902904904904906906906908912912912 91 2 912912 912 912912 912912914914914 914914 914914914914 914916916916918918918922922922 924926 928 EXPANDED PONDOUTLET=902.8BOTTOM=895.0HWL=905.2EOF=910.0SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSF SFSFSFSFSFSFSFSFSFSFSFSFSFSFSF SFSFSFSFSFSFSFSFSFSFSFSFSFS F S F SF900900910896896898898902902904904906908902902904904904906906906 926924922920918918920922916912914916914916914912 912912912 908 910 912912 91090891 0 90 8 912912 910 9129149 1 0 9 0 8 9 1 2 9 1 4 9 1 6914916910912 SHEET NUMBER:VERTICAL SCALE:DATE:PREPARED FOR:OFHORIZONTAL SCALE:DRAWN:CHECKED:DESIGNED:INITIAL ISSUE:REVISIONS:Phone   :hLWeZaWer 'rLYe 6XLWe Fax  0LnneWonNa 01 Toll Free  DATE:LICENSE NO.I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY MEOR UNDER MY DIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWSOF THE STATE OF MINNESOTAN:\0051216.00\DWG\CIVIL\FINAL\GRADING\0051216.00S-ECF01.DWG 134PROJECT NUMBER: 0051216.00COTTAGE GROVE, MINNESOTA06/20/24CHFCHFCHF© 2024 Westwood Professional Services, Inc.SUMMER VALLEYEROSION CONTROL PLAN17305 CEDAR AVE S #200LAKEVILLE, MN 55044SUMMER VALLEY05/21/245620806/20/24CHRISTIAN FROEMKESUMMERGATE DEVELOPMENT INC.CONSTRUCTION PLANSCommon Ground AllianceCall 48 Hours before digging:811 or call811.com50.000038'10' OR 5'0'50'100'150'1" = 50'06/20/24....CITY COMMENTS....NORTHWICKPARKROLLINGMEADOWSPARKVIEWPOINTESILT FENCE (TYP.)INLET SEDIMENT CONTROL (TYP.)POND ACCESS MAINTENANCE BENCH (TYP.)GRADING LIMITS (TYP)ROCK CONSTRUCTION ENTRANCE (TYP.)PROPERTY LINEEXISTINGPROPOSEDINDEX CONTOURINTERVAL CONTOUREROSION CONTROL LEGEND982980982980SILT FENCESFSTOSTORM SEWERTPFTREE PROTECTION FENCETREE LINERETAINING WALL (MODULAR BLOCK)GRADING LIMITSGLSILT FENCE-POST GRADINGPOST-SFHEAVY DUTY SILT FENCEHDSFREDUNDANT SEDIMENT CONTROLRSCINLET PROTECTIONEROSION CONTROL CHECKS/BIOROLLSEMERGENCY OVERFLOWE.O.F.ROCK CONSTRUCTION ENTRANCEEROSION CONTROL BLANKETTURF REINFORCEMENT MATPOND NORMAL WATER LEVELWETLAND LINEWETLAND FILLWETLAND BUFFERPOND ACCESS MAINTENANCE BENCHWETLAND BUFFER LIMITSWETLAND BUFFER MONUMENTDO NOT DISTURBDNDEROSION CONTROL NOTES1.ALL SILT FENCE AND OTHER EROSION CONTROL FEATURES SHALL BE IN-PLACE PRIOR TO ANYEXCAVATION/CONSTRUCTION AND SHALL BE MAINTAINED UNTIL VIABLE TURF OR GROUNDCOVER HAS BEEN ESTABLISHED. EXISTING SILT FENCE ON-SITE SHALL BE MAINTAINED AND ORREMOVED AND SHALL BE CONSIDERED INCIDENTAL TO THE GRADING CONTRACT. IT IS OFEXTREME IMPORTANCE TO BE AWARE OF CURRENT FIELD CONDITIONS WITH RESPECT TOEROSION CONTROL. TEMPORARY PONDING, DIKES, HAY BALES, ETC., REQUIRED BY THE CITYSHALL BE INCIDENTAL TO THE GRADING CONTRACT.2.ALL STREETS DISTURBED DURING WORKING HOURS MUST BE CLEANED AT THE END OF EACHWORKING DAY. A ROCK ENTRANCE TO THE SITE MUST BE PROVIDED ACCORDING TO DETAILSTO REDUCE TRACKING OF DIRT ONTO PUBLIC STREETS.3.REDUNDANT PERIMETER SEDIMENT CONTROLS ARE NECESSARY WHEN SOIL DISTURBANCE ISWITHIN 50 FEET OF SURFACE WATERS. REDUNDANT SEDIMENT CONTROLS COULD INCLUDE:3.1.TWO ROWS OF SILT FENCE (SEPARATED BY 8 FEET); OR3.2.SILT FENCE AND A TOPSOIL BERM (STABILIZE BERM WITH MULCH); OR3.3.SILT FENCE AND FIBER LOGS; OR3.4.TOPSOIL BERM AND FIBER LOGS (STABILIZE BERM WITH MULCH).4.REDUNDANT SEDIMENT CONTROLS MUST BE INSTALLED PRIOR TO DISTURBING WITHIN 50 FEETOF THE SURFACE WATER.5.INFILTRATION AREAS·FENCE OFF AREA PRIOR TO BEGINNING CONSTRUCTION.·EXCAVATION OF INFILTRATION AREA SHALL TAKE PLACE AFTER CONTRIBUTING AREAS AREAT FINAL GRADE AND STABILIZED.·DO NOT USE HEAVY/WHEELED EQUIPMENT IN INFILTRATION AREA.·SEDIMENT AND EROSION CONTROLS MUST BE USED TO PROTECT AREA.·IF GRADING MUST OCCUR IN INFILTRATION AREA, LEAVE GRADE 3 FT HIGH TEMPORARILYUNTIL AREA CAN BE FINAL GRADED AND STABILIZEDEROSION CONTROL BLANKET (TYP.)POST CONSTRUCTION SILT FENCE TO BEINSTALLED IMMEDIATELY FOLLOWINGTHE COMPLETION OF MASS GRADING SSANST000 101230123 01 010 12340 012010100 00STST 920.46919.88920.31920.29920.13920.51MW MWMWMW913 . 6 0 9 1 3 . 2 2 912.759 1 2 . 2 1 912.18911.75912.089 1 2 . 3 9 9 1 2 . 5 2 912.549 1 3 . 1 7 9 1 4 . 7 5 X X X XXXXXXXXWATWATWATWAT STOSTOSTOSTOSTOSTOSTOSTOSTO SANSANSTOSTOSTO WATWATWATWATWATWATWAT SAN WATWATWATWATWAT WAT WAT WAT WATWATWAT WA TWA TWA TWATWAT STOSANSTOSTOSTO FOGASSTSTST12312345678910111213141234567891011121314151617181920221221OUTLOT BOUTLOT A122333445123456789101112131415161718192021222324252627282930JENSEN ALCOVE S.JEFFERY AVENUE S.JENNIFER AVENUE S.JENNIFER AVENUE S.JENSEN AVENUE S.JENSEN AVENUE S.63RD STREET S.NWL NWLNWL NWL NWLNWLNWL NWLNWLNWLNWLNWLNWL NWL NWL NWL NWL NWLEX POND 1OUTLET=902.8BOTTOM=895.0PR HWL=905.2EX HWL=907.1EOF=910.0EX INFILTRATION BASIN 1NWL=901.3OUTLET=902.8BOTTOM=901.3EX HWL=907.0PR HWL=904.8INFILTRATION BASINOUTLET=902.8BOTTOM=901.0HWL=905.2EOF=905.2TOP OF BERM=906.0EXPANDED PONDOUTLET=902.8BOTTOM=895.0HWL=905.2EOF=910.0SFSFSFSFSFSFSFSFSFSFSFSF SFSFSFSFSFSF SFSF SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSF SFSFSFSFSFSF S F 23.220.014.8 EOF928.1213.0SHEET NUMBER:VERTICAL SCALE:DATE:PREPARED FOR:OFHORIZONTAL SCALE:DRAWN:CHECKED:DESIGNED:INITIAL ISSUE:REVISIONS:Phone   :hLWeZaWer 'rLYe 6XLWe Fax  0LnneWonNa 01 Toll Free  DATE:LICENSE NO.I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY MEOR UNDER MY DIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWSOF THE STATE OF MINNESOTAN:\0051216.00\DWG\CIVIL\FINAL\GRADING\0051216.00S-GDF01.DWG 135PROJECT NUMBER: 0051216.00COTTAGE GROVE, MINNESOTA06/20/24CHFCHFCHF© 2024 Westwood Professional Services, Inc.SUMMER VALLEYOVERALL GRADING &DRAINAGE PLAN17305 CEDAR AVE S #200LAKEVILLE, MN 55044SUMMER VALLEY05/21/245620806/20/24CHRISTIAN FROEMKESUMMERGATE DEVELOPMENT INC.CONSTRUCTION PLANSCommon Ground AllianceCall 48 Hours before digging:811 or call811.com100.430768'20' OR 10'0'100'201'301'1" = 100'06/20/24....CITY COMMENTS....SEE SHEET 6SEE SHEET 7NORTHWICKPARKROLLINGMEADOWSPARKVIEWPOINTESTOLAST REVISED:08/15/17TYPICAL LOTGD25SB-19INDICATES A CUSTOM HOUSE PAD WHICH HAS NOT BEEN COMPLETELY GRADED OR PREPAREDTO PROPOSED GRADE. ELEVATIONS AND HOUSE STYLES SHOWN ARE ENGINEERS SUGGESTEDDESIGN FOR CUSTOM LOTS AND SHOULD BE VERIFIED WITH THE DEVELOPER.CUSTOMSOG = SLAB ON GRADE UNIT.WO = FULL BASEMENT WALKOUT, GRADED FOR 8.2' OF DIFFERENCE FROM THE REAR GROUND GRADE AT THE WALKOUT TO FRONT GROUND AT GARAGE DOOR.R = RAMBLER, GRADED FOR 8.2' OF DIFFERENCE FROM BASEMENT FLOOR ELEVATION TO FRONT GROUND GRADE AT GARAGE DOOR.LO = FULL BASEMENT LOOKOUT GRADED FOR 5.0' OF DIFFERENCE FROM THE REAR GROUND GRADE AT THE LOOKOUT TO THE FRONT GROUND GRADE AT THE GARAGE DOOR.NOTE:1.THE NUMBER IN THE PARENTHESIS INDICATES THE NUMBER OF BLOCKS THAT THE GARAGE IS DROPPED. EACH BLOCK=8".EXISTINGPROPOSEDGRADING LEGENDGRADING & DRAINAGE NOTESPROPERTY LINE982980TOP AND BOTTOM OF RETAINING WALLEMERGENCY OVERFLOWSB-19SOIL BORING LOCATIONSTORM SEWERTREE LINEINDEX CONTOURINTERVAL CONTOUR982980SPOT ELEVATIONPROPOSED GRADERETAINING WALL (MODULAR BLOCK)GRADING LIMITSGL1.ALL CONTOURS AND SPOT ELEVATIONS ARE SHOWN TO FINISHED SURFACE/GUTTER GRADESUNLESS OTHERWISE NOTED.2.REFER TO THE SITE PLAN/RECORD PLAT FOR MOST CURRENT HORIZONTAL SITE DIMENSIONSAND LAYOUT.3.THE CONTRACTOR SHALL VERIFY THE LOCATION AND ELEVATION OF EXISTING UTILITIES ANDTOPOGRAPHICAL FEATURES WITH THE OWNERS AND FIELD-VERIFY PRIOR TO CONSTRUCTION.THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OF ANY DISCREPANCIES ORVARIATIONS FROM PLAN.4.ALL CONSTRUCTION SHALL CONFORM TO LOCAL RULES.5.POSITIVE DRAINAGE FROM THE SITE MUST BE PROVIDED AT ALL TIMES.6.WET BASINS SHALL PROVIDE A CLAY LINER WITH MAXIMUM PERMEABILITY OF 1X10-6 CM/S ANDA MINIMUM THICKNESS OF 2'. THE LINER SHALL EXTEND AT LEAST 1 VERTICAL FOOT ABOVE THENORMAL WATER LEVEL.7.RESTORE GRADED AREAS WITH A MINIMUM 4" OF TOPSOIL. SEE LANDSCAPE PLAN FORSEEDING REQUIREMENTS.0.00%900.00900.00TW=XXX.XXBW=XXX.XXE.O.F.HIGH/LOW POINTHP/LP900.00CL-CL ELEVATIONCL-CL900.00PROPOSED STREET PROFILE GRADEX.XX%POND NORMAL WATER LEVELWETLAND LINEWETLAND FILLWETLAND BUFFERPOND ACCESS MAINTENANCE BENCHWETLAND BUFFER LIMITSWETLAND BUFFER MONUMENTDO NOT DISTURBDNDVARIES G980.6989.6 980.0 WO989.2 991.0DRIVEWAY LOT CORNER ELEVATIONLOT NUMBERMINIMUM BASEMENTFLOOR ELEVATIONFRONT GROUND GRADEAT GARAGE DOOR982.899982.8REAR GROUND GRADE ATWALKOUT/LOOKOUT 910 910 920930 902 902 904 904 906 906 908 908 912 912914 914 916 916 918 918918922924926928928928932932934934 910 912 914 916916916 91 6 916918918 918918920920 9 1 2 914 916918910912912912914914914916918934934934STSTO181920 2 1 222324252627280.88%0 .7 5 %0.75%0.75%0.75%1.74%1.74%0.75%LP 18+93.46ELEV 910.63HP 21+77.32ELEV 912.44LP 23+30.66 ELEV 911.57 13 14150123 451.00%2.00%2.00%3.67%3.67%1.12%1.12%1.07%LP 0+59.87 ELEV 911.12 HP 3+92.14ELEV 916.351.77%1.42%1.42%0.75%0.75%LP 1+64.44ELEV 919.50HP 5+58.34ELEV 922.790.60%4.98%4.98%4.98%4.89%4.89%1.00%LP 15+26.47ELEV 920.3600012 301 010 12340120100 ???1 2 911.68911.24910.81910.64910.90 911.28 911.6 5 9 1 2 . 0 3 912.38912.40912.06911.69911.62912.18913.06913.93914.80915.43915.80?????????921.84920.95920.06919.53919.67920.35920.90921.28921.65922.03922.41922.77 920.69930.69 930.39 929.66 927.73925.24922.79920.68920.55915.29911.57911.14911.39912.43914.11915.029 15.58 916.14916.35915.97915.43012345EX-MHRE = 926.07IE=920.05920.46919.88920.31920.29920.13920.51 MWMWMWMW913.609 1 3 . 2 2 912.75912.21912.18911.759 1 2 . 0 8 9 1 2 . 3 9 912.529 1 2 . 5 4 913.17914.75EX-MHRE = 926.70EX-MHRE = 926.44EX-MHRE = 915.04EX-MHRE = 915.06XXXXXXXXXXXXXXSTOSTOSTOSTOSTOSTOSTO WATWATWATWAT SANSANSAN STOWATWATWATWATWATWATWATWATWATWAT WAT WAT WAT WAT STOSTOSTOSANSANSANUNGLN B NATURAL GASFOGASGASSTEX-MHRE = 905.79STO 1231234123456789101112131415OUTLOT A1233341234567815161718192021222324252627282930JENSEN ALCOVE S.JEFFERY AVENUE S.JENNIFER AVENUE S. JEN S E N A V E N U E S .63RD STREET S.913.7 906.2 R(1) 914.4 916.5909.0LO(1)912.2923.8916.3R(1)924.5 915.7NWLNWLNWL NWLNWLNWLNWL NWL NWL NWLNWLNWLNWLNWLNWLNWLEX INFILTRATION BASIN 1NWL=901.3OUTLET=902.8BOTTOM=901.3EX HWL=907.0PR HWL=904.8922.2914.0R922.2921.5913.3R921.5921.5913.3R921.5924.4916.2R924.4924.4916.2R924.4924.7916.5R924.7 914.091 8 . 0 90 9 . 8 LO 918.0909.8LO913.0918.0909.8LO913.0918.0909.8LO913.0917.7909.5LO912.7913.5 905.3 R 913.5 913. 7 905. 5 R 913. 7 913.7905.5R913.7913.5905.3R913.5913.8905.6R913.8914.8906.6R914.8916.5909.0LO(1)912.2917.0908.8LO912.0917.8909.6R917.8916.5908.3R916.5915.2907.0R915.2914.0905.8R914.0914.0905.8R914.0914.5906.3R914.5914.8906.6R914.8915.3907.1R915.3915.3907.1R915.3 915.0 906.8 R 915.0 914.7 906.5 R 914.7 913.6 905.4 R 913.6 913.5 905.3 R 913.5 913.5 905.3 R 913.5 913.9 905.7 R 913.9 913.9 905.7 R 913.9 924.1915.9WO915.9 923.7915.5WO915.5 923.2915.0WO915.0 922.7914.5WO914.5 922.2914.0WO914.0 921.5913.3WO913.3 921.5913.3LO916.5 922.3914.1LO917.3 6.8% 7.4% 5.5% 4.0%4.5%4.4%4. 7 % 5.2% 4.7% 7.1%7.2%6.7%5.8%4.5% 6.2% 6.6% 6.3% 8.5% 6.0% 7.2% 6.8% 6.4% 5.8% 5.8% 5.8% 4.9% 5.4%5.2%4.8%5.2%5.3%6.9%5.9%5.6%4.3%4.5%4.7%4.9%4.9%5.3%6.1%6.0%5.1%4.6%6.0%5.9%6.3%6.5%5.2%4.9%900910920920920930930930930930930 9308968989029029029049049049069069069089129149 1 4 914916916916916916 918918918918918922924924924926 926926928928928932 932932 93218.321.221.3SFSFSFSFSF SF SFSF SFSF SF SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSF SFSFSFSFSFSFSF 21.3 16.815.0 13.6 12.5 12.2 12.8 912914916920916918 3.6%4.8%6.7%6.2%5.1%6.2%5.1%4.7%5.7%5.6%5.5%4.2%7.6%7.0%3.9%12.421.520.519.820.821.121.922.422.922.811.912.2 14.3 15.6 16.616.716.6 16.4 16.1 14.9 12.911.811.011.512.712.2 11.9 12.6 13.8 15.0 15.8 15.7 14.7 13.6 12.4 11.9 12.3 12.7 13.1 13.513.613.011.811.311.011.312.023.122.722.221.721.220.419.820.5LP8.6EOF10.6LP8.9EOF11.2EOF11.2LP9.6LP10.7LP10.6EOF12.7LP17.4924.00EOFHP13.9EOF11.8LP9.5LP20.7LP9.4HP21.7910.85911.00910.94913.00913.00EOF13.0913.00922.50922.5021.221.119.225.325.927.028.129.130.09.410.810.010.410.811.810.111.912.310.614.0 15.7 16.7 8.59.29.4 10.3 10.3 9.9 8.9 10.510.812.08.6 9.9 11.2 9.3 921.009.811.29.511.39.7EOF20.3EOF20.2922922920920920922922924922926926 912 912912912912 912910910916916914914912912914914914914912912912 914 914916918920912912 9109144:124.223.92.3%15.2 17.517.5 17.5 17.2 16.0 13.012.713.412.923.212.712.713.114.214.514.822.222.714.3 13.3 12.7 13.013.216.0 16.0 14.0 14.323.923.721.021.021.021.723.691291491621.8EOF928.1213.5 13.5 13.5 14.7 17.3 913.57916.00917.07916.502.1%2.0%2.0%EOF12.2EOF21.812.9EOF11.0EOF20.0SHEET NUMBER:VERTICAL SCALE:DATE:PREPARED FOR:OFHORIZONTAL SCALE:DRAWN:CHECKED:DESIGNED:INITIAL ISSUE:REVISIONS:Phone   :hLWeZaWer 'rLYe 6XLWe Fax  0LnneWonNa 01 Toll Free  DATE:LICENSE NO.I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY MEOR UNDER MY DIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWSOF THE STATE OF MINNESOTAN:\0051216.00\DWG\CIVIL\FINAL\GRADING\0051216.00S-GDF01.DWG 136PROJECT NUMBER: 0051216.00COTTAGE GROVE, MINNESOTA06/20/24CHFCHFCHF© 2024 Westwood Professional Services, Inc.SUMMER VALLEYGRADING & DRAINAGEPLAN17305 CEDAR AVE S #200LAKEVILLE, MN 55044SUMMER VALLEY05/21/245620806/20/24CHRISTIAN FROEMKESUMMERGATE DEVELOPMENT INC.CONSTRUCTION PLANSCommon Ground AllianceCall 48 Hours before digging:811 or call811.com50.000002'10' OR 5'0'50'100'150'1" = 50'06/20/24....CITY COMMENTS....NORTHWICKPARKROLLINGMEADOWSSILT FENCE (TYP.)INLET SEDIMENT CONTROL (TYP.)POND ACCESS MAINTENANCE BENCH (TYP.)LAST REVISED:08/15/17TYPICAL LOTGD25INDICATES A CUSTOM HOUSE PAD WHICH HAS NOT BEEN COMPLETELY GRADED OR PREPAREDTO PROPOSED GRADE. ELEVATIONS AND HOUSE STYLES SHOWN ARE ENGINEERS SUGGESTEDDESIGN FOR CUSTOM LOTS AND SHOULD BE VERIFIED WITH THE DEVELOPER.CUSTOMSOG = SLAB ON GRADE UNIT.WO = FULL BASEMENT WALKOUT, GRADED FOR 8.2' OF DIFFERENCE FROM THE REAR GROUND GRADE AT THE WALKOUT TO FRONT GROUND AT GARAGE DOOR.R = RAMBLER, GRADED FOR 8.2' OF DIFFERENCE FROM BASEMENT FLOOR ELEVATION TO FRONT GROUND GRADE AT GARAGE DOOR.LO = FULL BASEMENT LOOKOUT GRADED FOR 5.0' OF DIFFERENCE FROM THE REAR GROUND GRADE AT THE LOOKOUT TO THE FRONT GROUND GRADE AT THE GARAGE DOOR.NOTE:1.THE NUMBER IN THE PARENTHESIS INDICATES THE NUMBER OF BLOCKS THAT THE GARAGE IS DROPPED. EACH BLOCK=8".EXISTINGPROPOSEDGRADING LEGENDGRADING & DRAINAGE NOTESPROPERTY LINE982980TOP AND BOTTOM OF RETAINING WALLEMERGENCY OVERFLOWSB-19STOSOIL BORING LOCATIONSTORM SEWERTREE LINEINDEX CONTOURINTERVAL CONTOUR982980SPOT ELEVATIONPROPOSED GRADESB-19RETAINING WALL (MODULAR BLOCK)GRADING LIMITSGL1.ALL CONTOURS AND SPOT ELEVATIONS ARE SHOWN TO FINISHED SURFACE/GUTTER GRADESUNLESS OTHERWISE NOTED.2.REFER TO THE SITE PLAN/RECORD PLAT FOR MOST CURRENT HORIZONTAL SITE DIMENSIONSAND LAYOUT.3.THE CONTRACTOR SHALL VERIFY THE LOCATION AND ELEVATION OF EXISTING UTILITIES ANDTOPOGRAPHICAL FEATURES WITH THE OWNERS AND FIELD-VERIFY PRIOR TO CONSTRUCTION.THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OF ANY DISCREPANCIES ORVARIATIONS FROM PLAN.4.ALL CONSTRUCTION SHALL CONFORM TO LOCAL RULES.5.POSITIVE DRAINAGE FROM THE SITE MUST BE PROVIDED AT ALL TIMES.6.WET BASINS SHALL PROVIDE A CLAY LINER WITH MAXIMUM PERMEABILITY OF 1X10-6 CM/S ANDA MINIMUM THICKNESS OF 2'. THE LINER SHALL EXTEND AT LEAST 1 VERTICAL FOOT ABOVE THENORMAL WATER LEVEL.7.RESTORE GRADED AREAS WITH A MINIMUM 4" OF TOPSOIL. SEE LANDSCAPE PLAN FORSEEDING REQUIREMENTS.0.00%900.00900.00TW=XXX.XXBW=XXX.XXE.O.F.HIGH/LOW POINTHP/LP900.00CL-CL ELEVATIONCL-CL900.00PROPOSED STREET PROFILE GRADEX.XX%POND NORMAL WATER LEVELWETLAND LINEWETLAND FILLWETLAND BUFFERPOND ACCESS MAINTENANCE BENCHWETLAND BUFFER LIMITSWETLAND BUFFER MONUMENTDO NOT DISTURBVARIES G980.6989.6 980.0 WO989.2 991.0DRIVEWAY LOT CORNER ELEVATIONLOT NUMBERMINIMUM BASEMENTFLOOR ELEVATIONFRONT GROUND GRADEAT GARAGE DOOR982.899982.8REAR GROUND GRADE ATWALKOUT/LOOKOUTGRADING LIMITS (TYP)GRADING LIMITS (TYP)ROCK CONSTRUCTION ENTRANCE (TYP.)EXISTING SURVEY SHOTS(TYP.) 9 1 0 920930912914916918922924926928928928932932934934 910910 900 9009 1 0 910896896 898 898902 902904 904906 906908 908910920912914914 914914914 916916916916916 918918918918918 912 91 2 9 1 2 914 9149109109129129149149169109 1 0 910912 914 914 914 914 930926928932934934934934934934SSANSAN12 13 14 15 16 17 181.30%1.30%0.75%0.75%0 .8 8 %LP 13+62.14ELEV 911.36HP 15+94.68ELEV 912.830123 451.00%2.00%2.00%3.67%3.67%1.12%1.12%1.07%LP 0+59.87 ELEV 911.12 HP 3+92.14ELEV 916.350.75%3 .7 1%3.71%0.80%0.80%0.85%LP 10+27.65ELEV 911.22HP 5+58.34ELEV 922.790 01012340 0100 0 913.09 912.44 911.80 911.38 911.52 911.90 912.27 912.65 912.82 9 12 .5 5 9 1 2 .1 2 911.68911.24911.95922.41922.77922.36920.7 8918.92917.07915.21913.43912.23911.67911.29911.27911.64915.29911.57911.14911.39912.43914.11915.029 15.58 916.149 16.35915.97915.43STST56789 1011EX-MHRE = 908.14EX-MHRE = 908.84EX-MHRE = 909.48EX-MHRE = 923.81RE = 926.07EX-MHRE = 909.32EX-MHRE = 908.50EX-MHRE = 908.18EX-MHRE = 910.78EX-MHRE = 910.75EX-MHRE = 918.13X XXX XXX XX XXXXWATWATSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTO SANSANWAT WAT WATWAT WATWATWA TWA TWA TWA T STOSTOSTOSTOSTOSTO GASSTEX-MHRE = 908.37STEX-MHRE = 907.35STEX-MHRE = 905.79STO 3456789101112131414151617181920221221OUTLOT B223458910111213141516JENSEN ALCOVE S.JENNIFER AVENUE S.JENSEN AVENUE S. 921.2913.0R921.2 922.5914.3R922.5 924.0916.5R(1)924.7 913.3905.8R(1)914.0916.5908.3R916.5913.5 905.3 R 913.5 913.5 905.3 R 913.5 915.7908.8LO(2)912.0NWL NWLNWLNWLNWL NWLNWL NWLNWLNWLNWLNWLNWL NW L NW LNWLNWLNWL NWL NWL NWL NWL NWL NWL NWL NWL NWL NWL NWLNWL898900910912914EX POND 1OUTLET=902.8BOTTOM=895.0PR HWL=905.2EX HWL=907.1EOF=910.0INFILTRATION BASINOUTLET=902.8BOTTOM=901.0HWL=905.2EOF=905.2TOP OF BERM=906.0924.4916.2R924.4924.7916.5R924.7918.5910.3R918.5917.2909.0R917.2915.5907.3R915.5913.7905.5R913.7913.1904.9R913.1913.1904.9R913.1914.0905.8R914.0917.0908.8LO912.0918.0909.8LO913.0918.0909.8LO913.0 91 8 . 0 90 9 . 8 LO 91 3 . 0 918.0909.8LO913.0913.9 905.7 R 913.9 913.9 905.7 R 913.9 914.4 906.2 R 914.4913.1904.9R913.1915.3907.1R915.3920.5912.3LO915.5924.1915.9WO915.9 924.1915.9WO915.9 6.8% 7.4% 5.5% 4.0%4.9%4.5%4.4%4. 7 % 4.7% 7.1%5.6%4.3%4.4%6.4% 5.6% 6.8%6.8%5.4%4.5%5.2%4.9%6.0%6.7%7.5%6.0%5.5%4.7%5.8%5.3% 5.7% 5.9%6.9%6.4%5.8%6.0%900 900910910 910910910920920920930 930896 896898 898902902902904904904906906906908912912912 91 2 912912 912 912912 912912914914914 914914 914914914914914 916916916918918918922922922 924926 928 914.0 905.8 R 914.0 EXPANDED PONDOUTLET=902.8BOTTOM=895.0HWL=905.2EOF=910.0SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSF SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSF SFSFSFSFSFSFSFSFSFSFSFSFSFS F S F SF 914.5 906.3 R 914.5 90090091089689689889890290290490490690890290290490490490690690614.04.4%6.5%4.0%3.9%4.7%4.0% 4.9%5.0%5.9%5.3%5.4%5.8%4.7%5.1%4.8%5.9%4.7%4.2%7.0%3.9%22.922.820.918.616.816.115.414.312.611.9 11.6 12.2 12.211.712.112.312.713.111.912.2 14.3 15.6 16.3 16.616.716.6 16.1 14.9 12.911.811.312.012.513.112.3 11.5 12.1 15.7 21.023.122.7EOF12.1LP9.0EOF23.4LP10.2EOF12.120.7EOF12.8LP9.4EOF10.7913.00913.00913.0029.130.030.028.125.422.510.39.310.28.7 9.7 11.410.2 9.210.4 10.59.410.810.39.57.57.07.17.57.67.0 12.6 7.0 7.0 7.08.5911.299.811.2920.90918.50916.85926924922920918918920922916912914916914916914912 912912912 908 910 912912 91090891 0 90 8 912912 910 9129144:113.212.6 12.6 15.016.0 13.513.024.223.922.020.718.016.72.3%13.5 15.2 15.9 17.5 17.517.517.513.413.412.923.223.620.014.812.6 9 1 0 9 0 8 9 1 2 9 1 4 9 1 6914916910912 EOF5.24.6%13.0EOF11.4EOF12.512.9EOF11.0EOF12.1SHEET NUMBER:VERTICAL SCALE:DATE:PREPARED FOR:OFHORIZONTAL SCALE:DRAWN:CHECKED:DESIGNED:INITIAL ISSUE:REVISIONS:Phone   :hLWeZaWer 'rLYe 6XLWe Fax  0LnneWonNa 01 Toll Free  DATE:LICENSE NO.I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY MEOR UNDER MY DIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWSOF THE STATE OF MINNESOTAN:\0051216.00\DWG\CIVIL\FINAL\GRADING\0051216.00S-GDF01.DWG 137PROJECT NUMBER: 0051216.00COTTAGE GROVE, MINNESOTA06/20/24CHFCHFCHF© 2024 Westwood Professional Services, Inc.SUMMER VALLEYGRADING & DRAINAGEPLAN17305 CEDAR AVE S #200LAKEVILLE, MN 55044SUMMER VALLEY05/21/245620806/20/24CHRISTIAN FROEMKESUMMERGATE DEVELOPMENT INC.CONSTRUCTION PLANSCommon Ground AllianceCall 48 Hours before digging:811 or call811.com49.999974'10' OR 5'0'50'100'150'1" = 50'06/20/24....CITY COMMENTS....NORTHWICKPARKROLLINGMEADOWSPARKVIEWPOINTESILT FENCE (TYP.)INLET SEDIMENT CONTROL (TYP.)POND ACCESS MAINTENANCE BENCH (TYP.)LAST REVISED:08/15/17TYPICAL LOTGD25INDICATES A CUSTOM HOUSE PAD WHICH HAS NOT BEEN COMPLETELY GRADED OR PREPAREDTO PROPOSED GRADE. ELEVATIONS AND HOUSE STYLES SHOWN ARE ENGINEERS SUGGESTEDDESIGN FOR CUSTOM LOTS AND SHOULD BE VERIFIED WITH THE DEVELOPER.CUSTOMSOG = SLAB ON GRADE UNIT.WO = FULL BASEMENT WALKOUT, GRADED FOR 8.2' OF DIFFERENCE FROM THE REAR GROUND GRADE AT THE WALKOUT TO FRONT GROUND AT GARAGE DOOR.R = RAMBLER, GRADED FOR 8.2' OF DIFFERENCE FROM BASEMENT FLOOR ELEVATION TO FRONT GROUND GRADE AT GARAGE DOOR.LO = FULL BASEMENT LOOKOUT GRADED FOR 5.0' OF DIFFERENCE FROM THE REAR GROUND GRADE AT THE LOOKOUT TO THE FRONT GROUND GRADE AT THE GARAGE DOOR.NOTE:1.THE NUMBER IN THE PARENTHESIS INDICATES THE NUMBER OF BLOCKS THAT THE GARAGE IS DROPPED. EACH BLOCK=8".EXISTINGPROPOSEDGRADING LEGENDGRADING & DRAINAGE NOTESPROPERTY LINE982980TOP AND BOTTOM OF RETAINING WALLEMERGENCY OVERFLOWSB-19STOSOIL BORING LOCATIONSTORM SEWERTREE LINEINDEX CONTOURINTERVAL CONTOUR982980SPOT ELEVATIONPROPOSED GRADESB-19RETAINING WALL (MODULAR BLOCK)GRADING LIMITSGL0.00%900.00900.00TW=XXX.XXBW=XXX.XXE.O.F.HIGH/LOW POINTHP/LP900.00CL-CL ELEVATIONCL-CL900.00PROPOSED STREET PROFILE GRADEX.XX%POND NORMAL WATER LEVELWETLAND LINEWETLAND FILLWETLAND BUFFERPOND ACCESS MAINTENANCE BENCHWETLAND BUFFER LIMITSWETLAND BUFFER MONUMENTDO NOT DISTURBVARIES G980.6989.6 980.0 WO989.2 991.0DRIVEWAY LOT CORNER ELEVATIONLOT NUMBERMINIMUM BASEMENTFLOOR ELEVATIONFRONT GROUND GRADEAT GARAGE DOOR982.899982.8REAR GROUND GRADE ATWALKOUT/LOOKOUTGRADING LIMITS (TYP)MINIMUM 2' CLAY LINEREXTENDING 1 V.F. ABOVETHE NORMAL WATER LEVELROCK CONSTRUCTION ENTRANCE (TYP.)1.ALL CONTOURS AND SPOT ELEVATIONS ARE SHOWN TO FINISHED SURFACE/GUTTER GRADESUNLESS OTHERWISE NOTED.2.REFER TO THE SITE PLAN/RECORD PLAT FOR MOST CURRENT HORIZONTAL SITE DIMENSIONSAND LAYOUT.3.THE CONTRACTOR SHALL VERIFY THE LOCATION AND ELEVATION OF EXISTING UTILITIES ANDTOPOGRAPHICAL FEATURES WITH THE OWNERS AND FIELD-VERIFY PRIOR TO CONSTRUCTION.THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OF ANY DISCREPANCIES ORVARIATIONS FROM PLAN.4.ALL CONSTRUCTION SHALL CONFORM TO LOCAL RULES.5.POSITIVE DRAINAGE FROM THE SITE MUST BE PROVIDED AT ALL TIMES.6.WET BASINS SHALL PROVIDE A CLAY LINER WITH MAXIMUM PERMEABILITY OF 1X10-6 CM/S ANDA MINIMUM THICKNESS OF 2'. THE LINER SHALL EXTEND AT LEAST 1 VERTICAL FOOT ABOVE THENORMAL WATER LEVEL.7.RESTORE GRADED AREAS WITH A MINIMUM 4" OF TOPSOIL. SEE LANDSCAPE PLAN FORSEEDING REQUIREMENTS. Street 2Street 190090591091592092593093594094595090090591091592092593093594094595010+0011+0012+0013+0014+0015+0016+0017+0018+0019+0020+0021+0022+0023+0024+0025+0026+0027+00-1.30%5.00%-1.30%0.75%-0.88%0.75%-0.75%1.74%0.75%PVI STA = 12+91.90PVI ELEV = 911.90PVI STA = 26+50.00PVI ELEV = 915.80L.P ELEV = 911.36L.P. STA = 13+62.14PVI STA = 13+50.00PVI ELEV = 911.15A.D. = 2.05%K = 44.1490.48' VCPVC = 13+04.76ELEV = 911.73PVT = 13+95.24ELEV = 911.49L.P ELEV = 910.63L.P. STA = 18+93.46PVI STA = 18+90.00PVI ELEV = 910.45A.D. = 1.63%K = 55.3890.00' VCPVC = 18+45.00ELEV = 910.85PVT = 19+35.00ELEV = 910.79L.P ELEV = 911.57L.P. STA = 23+30.66PVI STA = 23+50.00PVI ELEV = 911.31A.D. = 2.49%K = 38.9697.12' VCPVC = 23+01.44ELEV = 911.68PVT = 23+98.56ELEV = 912.16H.P ELEV = 913.77H.P. STA = 11+35.31PVI STA = 11+00.00PVI ELEV = 914.39A.D. = -6.30%K = 19.06120.00' VCPVC = 10+40.00ELEV = 911.39PVT = 11+60.00ELEV = 913.61H.P ELEV = 912.83H.P. STA = 15+94.68PVI STA = 15+98.14PVI ELEV = 913.01A.D. = -1.63%K = 55.3890.00' VCPVC = 15+53.14ELEV = 912.67PVT = 16+43.14ELEV = 912.61H.P ELEV = 912.44H.P. STA = 21+77.32PVI STA = 21+77.32PVI ELEV = 912.61A.D. = -1.50%K = 60.0090.00' VCPVC = 21+32.32ELEV = 912.27PVT = 22+22.32ELEV = 912.27H.P ELEV = 915.43H.P. STA = 26+00.69PVI STA = 25+75.69PVI ELEV = 915.25A.D. = -0.99%K = 50.3750.00' VCPVC = 25+50.69ELEV = 914.81PVT = 26+00.69ELEV = 915.43909.66911.86913.44913.7913.71913.1913.09912.4912.44911.6911.80910.8911.38910.3911.52910.1911.90909.8912.27909.4912.65909.2912.82909.1912.55909.0912.12909.3911.68909.7911.24909.9910.81909.6910.64909.0910.90909.0 911.28 909.3 911.65 909.7 912.03 910.3 912.38 911.2 912.40 912.6 912.06 914.0 911.69 914.5 911.62 914.2 912.18 912.4 913.06 910.1 913.93 916.0 914.80 915.4 915.43 915.8 915.80 916.2Street 29009059109159209259309359409459509559009059109159209259309359409459509550+001+002+003+004+005+006+007+008+009+0010+0011+0012+000.85%-1.77%-0.80%-3.71%1.42%0.75%PVI STA = 0+00.00PVI ELEV = 921.84PVI STA = 11+36.60PVI ELEV = 911.95L.P ELEV = 911.22L.P. STA = 10+27.65PVI STA = 10+28.90PVI ELEV = 911.04A.D. = 1.65%K = 54.5690.00' VCPVC = 9+83.90ELEV = 911.40PVT = 10+73.90ELEV = 911.42L.P ELEV = 919.50L.P. STA = 1+64.44PVI STA = 1+58.00PVI ELEV = 919.04A.D. = 3.20%K = 37.00118.26' VCPVC = 0+98.87ELEV = 920.08PVT = 2+17.13ELEV = 919.88L.P ELEV = 911.80L.P. STA = 9+34.33PVI STA = 8+80.57PVI ELEV = 912.23A.D. = 2.91%K = 37.00107.52' VCPVC = 8+26.80ELEV = 914.22PVT = 9+34.33ELEV = 911.80H.P ELEV = 922.79H.P. STA = 5+58.34PVI STA = 5+88.17PVI ELEV = 923.07A.D. = -4.46%K = 20.1890.00' VCPVC = 5+43.17ELEV = 922.73PVT = 6+33.17ELEV = 921.40H.P ELEV = 920.92H.P. STA = 3+02.00PVI STA = 2+77.00PVI ELEV = 920.73A.D. = -0.67%K = 74.3550.00' VCPVC = 2+52.00ELEV = 920.37PVT = 3+02.00ELEV = 920.92921.1921.84919.1920.95917.3920.06915.5919.53915.0919.67914.5920.35914.6920.90914.9921.28915.1921.65915.1922.03915.9922.41916.1922.77914.6922.36912.9920.78911.9918.92911.3917.07 910.9 915.21 910.9 913.43 911.1 912.23 911.9 911.67 912.2 911.29 911.4 911.27 910.5 911.64 Street 390090591091592092593093594094595095596096590090591091592092593093594094595095596096512+0013+0014+0015+0016+0017+0018+00-4.98%1.00%-4.98%-4.89%PVI STA = 13+76.00PVI ELEV = 926.43PVI STA = 15+64.49PVI ELEV = 920.69L.P ELEV = 920.36L.P. STA = 15+26.47PVI STA = 15+05.00PVI ELEV = 920.10A.D. = 5.89%K = 11.0365.00' VCPVC = 14+72.50ELEV = 921.69PVT = 15+37.50ELEV = 920.42L.P ELEV = 923.81L.P. STA = 14+29.12PVI STA = 14+04.12PVI ELEV = 925.03A.D. = 0.09%K = 569.2150.00' VCPVC = 13+79.12ELEV = 926.28PVT = 14+29.12ELEV = 923.81H.P ELEV = 930.34H.P. STA = 12+58.00PVI STA = 13+03.00PVI ELEV = 930.07A.D. = -4.38%K = 20.5390.00' VCPVC = 12+58.00ELEV = 930.34PVT = 13+48.00ELEV = 927.83931.5 930.69 930.2 930.39 929.5 929.66 927.7 927.73 922.9 925.24 920.0 922.79 917.0 920.68 915.1 920.55Street 49009059109159209259309359409459509009059109159209259309359409459500+001+002+003+004+005+005+50-1.07%-1.00%2.00%3.67%1.12%PVI STA = 0+00.00PVI ELEV = 911.57PVI STA = 5+10.68PVI ELEV = 915.32L.P ELEV = 911.12L.P. STA = 0+59.87PVI STA = 0+74.87PVI ELEV = 910.82A.D. = 3.00%K = 30.0090.00' VCPVC = 0+29.87ELEV = 911.27PVT = 1+19.87ELEV = 911.72L.P ELEV = 911.82L.P. STA = 1+24.97PVI STA = 1+50.00PVI ELEV = 912.32A.D. = 1.67%K = 30.0050.06' VCPVC = 1+24.97ELEV = 911.82PVT = 1+75.03ELEV = 913.24H.P ELEV = 916.35H.P. STA = 3+92.14PVI STA = 3+91.20PVI ELEV = 916.60A.D. = -2.19%K = 41.1390.00' VCPVC = 3+46.20ELEV = 916.10PVT = 4+36.20ELEV = 916.12H.P ELEV = 914.88H.P. STA = 2+36.99PVI STA = 2+11.99PVI ELEV = 914.60A.D. = -2.55%K = 19.6050.00' VCPVC = 1+86.99ELEV = 913.68PVT = 2+36.99ELEV = 914.88909.4 911.57 909.2 911.14 908.8 911.39 908.7 912.43 908.7 914.11 908.9 915.02 909.3 915.58 909.4 916.14 910.0 916.35 909.8 915.97 909.3 915.43 SHEET NUMBER:VERTICAL SCALE:DATE:PREPARED FOR:OFHORIZONTAL SCALE:DRAWN:CHECKED:DESIGNED:INITIAL ISSUE:REVISIONS:Phone   :hLWeZaWer 'rLYe 6XLWe Fax  0LnneWonNa 01 Toll Free  DATE:LICENSE NO.I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY MEOR UNDER MY DIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWSOF THE STATE OF MINNESOTAN:\0051216.00\DWG\CIVIL\FINAL\GRADING\0051216.00S-SPF01.DWG 138PROJECT NUMBER: 0051216.00COTTAGE GROVE, MINNESOTA06/20/24CHFCHFCHF© 2024 Westwood Professional Services, Inc.SUMMER VALLEYSTREET PROFILES17305 CEDAR AVE S #200LAKEVILLE, MN 55044SUMMER VALLEY05/21/245620806/20/24CHRISTIAN FROEMKESUMMERGATE DEVELOPMENT INC.CONSTRUCTION PLANSCommon Ground AllianceCall 48 Hours before digging:811 or call811.com100'20' OR 10'0'100'200'300'1" = 100'06/20/24....CITY COMMENTS....JENSEN AVENUE S. | 63RD STREET S.JENNIFER AVENUE S.JENSON ALCOVE S.JEFFREY AVENUE S. SHEET NUMBER:VERTICAL SCALE:DATE:PREPARED FOR:OFHORIZONTAL SCALE:DRAWN:CHECKED:DESIGNED:INITIAL ISSUE:REVISIONS:Phone   :hLWeZaWer 'rLYe 6XLWe Fax  0LnneWonNa 01 Toll Free  DATE:LICENSE NO.I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY MEOR UNDER MY DIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWSOF THE STATE OF MINNESOTAN:\0051216.00\DWG\CIVIL\FINAL\GRADING\0051216.00S-DTF01.DWG 139PROJECT NUMBER: 0051216.00COTTAGE GROVE, MINNESOTA06/20/24CHFCHFCHF© 2024 Westwood Professional Services, Inc.SUMMER VALLEYDETAILS17305 CEDAR AVE S #200LAKEVILLE, MN 55044SUMMER VALLEY05/21/245620806/20/24CHRISTIAN FROEMKESUMMERGATE DEVELOPMENT INC.Common Ground AllianceCall 48 Hours before digging:811 or call811.com###### OR ##06/20/24....CITY COMMENTS....HOLD DOWN DETAILS25'SETBACKGARAGE FLOOR EL.3.0' TO SUBGRADEFINISHED GRADE AFTER HOUSE20' (TYP.)R.O.WN.T.S.N.T.S.N.T.S.SEE PLAN0.67'15' MIN.(VARIES)5'1:1SUITABLE BEARING SOIL(TYP.)ENGINEERED FILL40'25'SETBACK 5'0.5' TOPSOIL3.5' TO SUBGRADEGARAGE FLOOR EL.ENGINEERED FILLSUITABLE BEARING SOIL(TYP.)FINISHED GRADE FOR PADFINISHED GRADE AFTER HOUSE20' (TYP.)R.O.W15'15'1:11:1ENGINEERED FILLSEE PLAN 3:1 MAX0.67'0.5' TOPSOIL15' MIN.(VARIES)5'1:1SUITABLE BEARING SOIL(TYP.)ENGINEERED FILL40'25'SETBACK 5'0.5' TOPSOIL3.0' TO SUBGRADEGARAGE FLOOR EL.ENGINEERED FILLSUITABLE BEARING SOIL(TYP.)FINISHED GRADE FOR PADFINISHED GRADE AFTER HOUSE20' (TYP.)R.O.W15'15'L ROADWAYC1:11:1ENGINEERED FILLEL. OF GROUND ATWALKOUT 8.0' BELOWGARAGE SLAB UNLESSOTHERWISE NOTED.MATCH PROPOSED GROUND AT WALKOUT ELEVATIONBASEMENT FLOOR2:1SEE PLAN 3:1 MAXSUITABLE BEARING SOIL(TYP.)0.67'0.5' TOPSOIL5'5'ENGINEERED FILL15' MIN.(VARIES)1: 1 40'SUITABLE BEARING SOIL(TYP.)0.5' TOPSOILENGINEERED FILLFINISHED GRADE FOR PAD15'1:1L ROADWAY15'CENGINEERED FILL1:12:1BASEMENT FLOOREL. OF GROUND ATLOOKOUT 5.0' BELOWGARAGE SLAB UNLESSOTHERWISE NOTED.BASEMENT FLOOR (FB & SE ONLY)3:1 MAX.WALK-OUT (WO)LOOK-OUT (LO)FULL BASEMENT (FB)65' HOUSE PAD65' HOUSE PAD10' HOLD DOWNLIMITS10' HOLD DOWNLIMITS10' HOLD DOWNLIMITS65' HOUSE PADL ROADWAYCTYPICAL SECTIONA14'14'28'6'30'30'* BITUMINOUS WEDGE & CURB PROTECTION - PER DETAIL STR-26(VIRGIN WEAR COURSE - 1.5" TYPE SP 9.5 WEARING COURSE MIXTURE (3,C) (SPWEA330C)TO BE PLACED UNDER FUTURE PROJECT BY OTHERS)BASE COURSE - 2.0" TYPE SP 9.5 WEARING COURSE MIXTURE (3,C) (SPWEA330C)8" AGGREGATE BASE CL. 5 (100% CRUSHED)12" AGGREGATE BACKFILL1'TURF ESTABLISHMENT6" TOPSOIL RESPREAD3.00%2.40%1.50%10'5'1'0.5'16'6" CONCRETE WALK4" AGGREGATE BASE, CL. 5 (100% CRUSHED)D-428 SURMOUNTABLECONCRETE CURB & GUTTER(TYP)10'1.50%3.00%NOTES:1.RECYCLED MIXES ARE ALLOWED FOR BASEMIXTURES ONLY.2.NO RECYLCED MIXES ARE ALLOWED FORANY BITUMINOUS WEAR PLACED. SHEET NUMBER:VERTICAL SCALE:DATE:PREPARED FOR:OFHORIZONTAL SCALE:DRAWN:CHECKED:DESIGNED:INITIAL ISSUE:REVISIONS:Phone   :hLWeZaWer 'rLYe 6XLWe Fax  0LnneWonNa 01 Toll Free  DATE:LICENSE NO.I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY MEOR UNDER MY DIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWSOF THE STATE OF MINNESOTAN:\0051216.00\DWG\CIVIL\FINAL\GRADING\0051216.00S-DTF01.DWG 1310PROJECT NUMBER: 0051216.00COTTAGE GROVE, MINNESOTA06/20/24CHFCHFCHF© 2024 Westwood Professional Services, Inc.SUMMER VALLEYDETAILS17305 CEDAR AVE S #200LAKEVILLE, MN 55044SUMMER VALLEY05/21/245620806/20/24CHRISTIAN FROEMKESUMMERGATE DEVELOPMENT INC.Common Ground AllianceCall 48 Hours before digging:811 or call811.com###### OR ##06/20/24....CITY COMMENTS.... SHEET NUMBER:VERTICAL SCALE:DATE:PREPARED FOR:OFHORIZONTAL SCALE:DRAWN:CHECKED:DESIGNED:INITIAL ISSUE:REVISIONS:Phone   :hLWeZaWer 'rLYe 6XLWe Fax  0LnneWonNa 01 Toll Free  DATE:LICENSE NO.I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY MEOR UNDER MY DIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWSOF THE STATE OF MINNESOTAN:\0051216.00\DWG\CIVIL\FINAL\GRADING\0051216.00S-SWPP01.DWG 1311PROJECT NUMBER: 0051216.00COTTAGE GROVE, MINNESOTA06/20/24CHFCHFCHF© 2024 Westwood Professional Services, Inc.SUMMER VALLEYSWPPP NOTES17305 CEDAR AVE S #200LAKEVILLE, MN 55044SUMMER VALLEY05/21/245620806/20/24CHRISTIAN FROEMKESUMMERGATE DEVELOPMENT INC.Common Ground AllianceCall 48 Hours before digging:811 or call811.com###### OR ##06/20/24....CITY COMMENTS....SWPPP NOTESLISTED BELOW ARE ADDITIONAL BMP'S THAT MAY BE CONSIDERED FOR USE IF THE BMP'S IDENTIFIED IN THE EROSIONCONTROL PLANS PROVE TO BE INSUFFICIENT. PAYMENT FOR THESE BMP'S MAY ONLY BE MADE IF PRIOR APPROVALFROM AN OWNER HAS BEEN GIVEN.1.WORK ADJACENT TO RESIDENTIAL PROPERTIES·INSTALL SILT FENCE FOR PERIMETER BARRIER BETWEEN TOE OF FILL ANDPROJECT BOUNDARY.·INSTALL RUNOFF DIVERSIONS TO TEMPORARY SEDIMENT BASINS IF 10 OR MORE ACRES ARE DRAININGTOWARD THE PROPERTY BOUNDARY.2.IMPORTANT VEGETATION·SAFETY FENCE OR A SIMILAR METHOD OF PROTECTION SHALL BE INSTALLED TO PROTECT IMPORTANTVEGETATION AND PROHIBIT VEHICULAR TRAFFIC.·A SECONDARY SILT FENCE SHALL BE INSTALLED AT FIELD OFFICES, STORED EQUIPMENT (INCLUDING VEHICLEPARKING), CONSTRUCTION MATERIAL LOCATIONS, AND TOPSOIL OR FILL STOCKPILES INSTALLED WITHIN A 25-FOOT MINIMUM BUFFER OUTSIDE THE DRIP LINE OF TREES.3.BLUFF PROTECTION·TREES SHALL BE SELECTIVELY TRIMMED ALONG BLUFFS OR CLEARED TO ALLOW EQUIPMENT TO OPERATE ONLYWITHIN CONSTRUCTION LIMITS SHOWN ON THE PLAN.·GRUBBING OF ROOTS SHALL BE AVOIDED EXCEPT WHERE NECESSARY TO COMPLETE WORK.·MACHINE SLICED SILT FENCE OR BIO-ROLLS SHALL BE PLACED AROUND STOCKPILES ON SLOPES NOT ALREADYCONTAINED BY SILT FENCES, AND NO STOCKPILES SHALL BE PLACED WITHIN 30 FEET OF BLUFF EDGE.TEMPORARY EROSION CONTROL DEVICES REQUIRED DUE TO CONTRACTORS METHOD OF SEQUENCING THEIRCONSTRUCTION WORK SHALL BE INCIDENTAL TO THE GRADING CONTRACT.·RUNOFF FROM THE TOP OF BLUFFS MAY BE DIRECTED DOWN LONG OR STEEP SLOPES THROUGH SLOPE DRAINS.·PLASTIC SHEETING MAY BE USED TO PROTECT SMALL, STEEP AREAS OF EXPOSED SOIL.·FILL SLOPES SHALL BE SEEDED AND MULCHED WITHIN 7 DAYS OF COMPLETION OF WORK. INSTALL EROSIONCONTROL BLANKET ACCORDING TO AND AS INDICATED ON THE PLAN.4.DITCH PROTECTION (TEMPORARY OR PERMANENT)·THE LAST 200 FEET OF ANY DITCH CONNECTING TO A SURFACE WATER SHALL HAVE TEMPORARY ORPERMANENT STABILIZATION MEASURES IN PLACE WITHIN 24 HOURS OF DIRECT CONNECTION TO A SURFACEWATER. DITCHES MAY BE KEPT IN A "SMOOTH" ROUGH GRADED CONDITION IN ORDER TO PROPERLY INSTALLEROSION CONTROL SEEDING, MULCH, MATS AND BLANKETS.·STABILIZATION METHODS FOR DITCH BOTTOM WETTED PERIMETER MAY INCLUDE ONE OF THE FOLLOWING ORCOMBINATIONS OF EROSION CONTROL BLANKET, MATS, RIPRAP, BIO-ROLLS OR ROCK CHECK DAMS. THEMETHOD CHOSEN WILL BE BASED ON AN ANALYSIS OF THE SLOPE AND VELOCITY OF THE RUNOFF. THESE AREADDITIONAL BMP'S WHICH MAY BE CONSIDERED FOR USE IF THE BMP'S IDENTIFIED IN THE EROSION CONTROLPLANS PROVE TO BE INSUFFICIENT. PAYMENT FOR THESE BMP'S MAY ONLY BE MADE IF PRIOR APPROVAL FROMAN OWNER HAS BEEN GIVEN.·WHERE DITCH GRADES EXCEED 5%, ROCK CHECK DAMS OR EQUIVALENT BMP SHALL BE INSTALLED. CHECKDAMS TO BE SPACED SO THAT THE CREST OF THE DOWNSTREAM DAM IS AT THE ELEVATION OF THE TOE OF THEUPSTREAM DAM. TEMPORARY EROSION CONTROL DEVICES REQUIRED DUE TO CONTRACTORS METHOD OFSEQUENCING THEIR CONSTRUCTION WORK SHALL BE INCIDENTAL TO THE GRADING CONTRACT.·ABOVE THE WETTED PERIMETER, THE DITCH WILL BE STABILIZED BY SEEDING AND MULCH AND/OR EROSIONCONTROL BLANKETS DEPENDING ON SIDE SLOPE STEEPNESS AND LENGTH.·ALL DITCHES WILL BE STABILIZED WITHIN 14 DAYS.·MULCH, HYDROMULCH TACKIFIER, POLYACRYLAMIDE, OR SIMILAR EROSION PREVENTION PRACTICES CANNOT BE USEDWITHIN THE NORMAL WETTED PERIMETER OF DRAINAGE DITCHES OR SWALE SECTIONS WITH A CONTINUOUS SLOPEGREATER THAN 2%.5.WORK NEXT TO STREAMS·NO DISTURBANCE SHALL OCCUR IN IMPAIRED STREAMS OR PROTECTED WATERS. THIS WILL BE ACCOMPLISHEDUSING TEMPORARY BRIDGING TO SPAN STREAMS FOR ACCESS DURING BRIDGE OR ROADWAY CONSTRUCTION.ALSO, PIERS AND PILING WILL NOT BE PLACED IN THE STREAM.·CONSTRUCTION ACTIVITIES NEXT TO STREAMS WILL BE SCHEDULED FOR PERIODS WHEN FLOWS AREAANTICIPATED TO BE LOW.·GRUBBING OF ROOTS SHALL BE KEPT TO A MINIMUM.·A 4-FOOT WIDE BUFFER OF VEGETATION SHALL BE LEFT ON STREAM BANKS.·THE PRIMARY BMP SHALL BE MACHINE SLICED SILT FENCE AND HAY BALES PLACED ALONG THE BUFFER. AS AREDUNDANT BMP, A FLOATING SILT CURTAIN MAY LINE THE CHANNEL BANKS DURING PERIODS OF FLOWINGWATER. THE FLOATING SILT CURTAIN SHALL NOT BE PLACED ACROSS A STREAM.·SHOULD THE PREVIOUS BMPS PROVE UNSUCCESSFUL, THE SILT FENCE/HAY BALES WILL BE REPLACED BYSANDBAGS, PLYWOOD BARRIERS OR SHEETPILE CUTOFFS AS DIRECTED BY THE OWNER AND TO THESATISFACTION OF THE ENGINEER.6.WORK IN STREAMS·CONSTRUCTION ACTIVITIES IN STREAMS WILL BE SCHEDULED FOR PERIODS WHEN FLOWS ARE ANTICIPATED TOBE AT A MINIMUM.·FLOATING SILT CURTAIN SHALL NOT BE PLACED ACROSS STREAMS.·TEMPORARY LOW FLOW DRAINAGE CROSSINGS (FORDS) SHALL BE CONSTRUCTED OF CLEAN STABILIZINGMATERIAL SUCH AS ROCK. TEMPORARY EROSION CONTROL DEVICES REQUIRED DUE TO CONTRACTORSMETHOD OF SEQUENCING THEIR CONSTRUCTION WORK SHALL BE INCIDENTAL TO THE GRADING CONTRACT.·UPON COMPLETION OF WORK THE CROSSING WILL BE REMOVED AND THE STREAM BANKS STABILIZED.STABILIZATION ACTIVITIES WILL COMMENCE WITHIN 24 HOURS OF THE CROSSING BEING REMOVED.TEMPORARY EROSION CONTROL DEVICES REQUIRED DUE TO CONTRACTORS METHOD OF SEQUENCING THEIRCONSTRUCTION WORK SHALL BE INCIDENTAL TO THE GRADING CONTRACT.·LARGE CULVERTS SHALL BE CONSTRUCTED UNDER DRY CONDITIONS.·IF THERE IS FLOWING WATER DURING CONSTRUCTION THE FLOW MAY BE DIVERTED AROUND THE WORK SITE INA STABLE MANNER USING SANDBAGS AND PLASTIC SHEETING, PLYWOOD, OR SIMILAR METHODS.·IF A BYPASS CHANNEL IS NECESSARY, IT WILL BE STABILIZED WITH RIPRAP OR PLASTIC SHEETING BEFOREDIVERTING THE STREAM. TEMPORARY EROSION CONTROL DEVICES REQUIRED DUE TO CONTRACTORS METHODOF SEQUENCING THEIR CONSTRUCTION WORK SHALL BE INCIDENTAL TO THE GRADING CONTRACT.·IF DEWATERING OF CONTAMINATED WATER FROM EXCAVATION IS NEEDED, THE CONTAMINATED WATER SHALLBE PUMPED TO A TEMPORARY SEDIMENT BASIN.7.WORK NEXT TO WETLANDS·PRESERVE A 50' (100' FROM SPECIAL WATERS) NATURAL BUFFER, OR IF A BUFFER IS INFEASIBLE, PROVIDEREDUNDANT SEDIMENT CONTROLS PRIOR TO DISTURBANCE OF UP-GRADIENT AREAS.·FILL SLOPES ADJACENT TO WETLANDS SHALL BE SEEDED AND MULCHED WITHIN 7 DAYS OF COMPLETION OFWORK. INSTALL EROSION CONTROL BLANKET AS INDICATED ON THE EROSION CONTROL / GRADING PLAN.8.WORK IN WETLANDS·WORKPADS AND PATHS MADE OF WOOD CHIPS, LOG MATS, MUD MATS, OR GEOTEXTILE AND CRUSHED ROCKMAY BE USED.·HEAVY DUTY SILT FENCES WITH HAY BALES MAY BE USED FOR PERIMETER CONTROL TO LIMIT THE SIZE OF THECONSTRUCTION SITE AS INDICATED ON THE GRADING PLANS. IN THE CASE OF OPEN WATER WETLANDS,FLOATING SILT CURTAINS SHALL BE INCORPORATED AS WELL AS INDICATED ON THE GRADING PLANS.·SOIL STOCKPILES SHALL NOT BE PLACED IN EXISTING WETLANDS.·TOPSOIL IMPORTED TO RESTORE WETLANDS SHOULD NOT CONTAIN THE FIRST 12 INCHES OF INPLACE SOIL.TOPSOIL THAT MAY CONTAIN PURPLE LOOSESTRIFE OR OTHER NOXIOUS WEEDS SHOULD NOT BE IMPORTED TOWETLANDS.9.LONG-STEEP CUT/FILL SLOPES·THERE WILL BE NO UNBROKEN SURFACE SLOPE LENGTHS OF GREATER THAN 75 FEET FOR SLOPES WITH A GRADEOF 3:1 OR STEEPER WITHIN 200 FEET OF SURFACE WATERS. ALL EXPOSED AREAS WITH A CONTINUOUS POSITIVESLOPE WITHIN 200 FEET OF A SURFACE WATER WILL HAVE A TEMPORARY OR PERMANENT COVER YEAR ROUND.THE EXPOSED SOILS SHALL BE STABILIZED WITHIN 14 DAYS·PLANNED SLOPES OF 3:1 (H:V) OR STEEPER AND GREATER THAN 75 FT IN LENGTH WILL BE TEMPORARILY ORPERMANENTLY STABILIZED IN INCREMENTS NOT TO EXCEED 75 FT, PRIOR TO CONSTRUCTION OR DISTURBING ANEW INCREMENT.·LONG SLOPES SHOULD BE BROKEN INTO SHORTER LENGTHS BY INSTALLING STRAW BIOROLLS IN INTERLOCKINGHERRINGBONES AS SHOWN ON THE GRADING PLAN. IF TEMPORARY SEEDING AND MULCH CAN NOT BE USEDON SLOPES STEEPER THAN 3:1, THEN THE SLOPE MAY BE COVERED WITH TARPS OR PLASTIC SHEETING.TEMPORARY EROSION CONTROL DEVICES REQUIRED DUE TO CONTRACTORS METHOD OF SEQUENCING THEIRCONSTRUCTION WORK SHALL BE INCIDENTAL TO THE GRADING CONTRACT.·THE SOIL SURFACE ON RE-VEGETATED SLOPES WILL BE ROUGHENED USING ANY APPROPRIATE IMPLEMENT THATCAN BE SAFELY OPERATED ON THE SLOPE, SUCH AS BULLDOZERS OR DISKS. THE GROOVES SHALL BE CREATEDPERPENDICULAR TO THE SLOPE TO HELP ESTABLISH VEGETATIVE COVER, REDUCE RUNOFF VELOCITY, INCREASEINFILTRATION, AND PROVIDE FOR SEDIMENT TRAPPING.10.CULVERT INLET/OUTLET PROTECTION·SOD MAY BE PLACED AND ANCHORED AT CULVERT INLETS AS SHOWN ON THE GRADING PLAN, UNLESSVELOCITIES REQUIRE RIPRAP.·AT LEAST ONE 2-FOOT WIDE STRIP OF SOD OR FIBER BLANKET SHALL BE PLACED ALONG THE EDGES OF CULVERTHEADWALLS AND WINGWALLS AS SHOWN ON THE GRADING AND/OR UTILITY PLANS.·RIPRAP AT PIPE APRON OUTLETS WILL BE PLACED PRIOR TO BUT NO SOONER THAN 7 DAYS BEFORE APRON ISINSTALLED. RIPRAP SHALL BE INSTALLED UNDER APRON LIP ACCORDING TO THE STANDARD DETAIL.11.STORM SEWER INLET PROTECTION·STORM DRAIN INLETS SHALL BE PROTECTED UNTIL THE DISTURBED AREAS THAT COULD DISCHARGE TO ANINLET HAVE BEEN STABILIZED.·INFRASAFE SEDIMENT CONTROL BARRIERS OR APPROVED EQUAL SHALL BE USED WHEN CASTINGS ARE NOT INPLACE. AS INDICATED ON THE UTILITY PLAN AND AS APPROVED BY THE OWNER.·INFRASAFE DEBRIS COLLECTION DEVICE OR APPROVED EQUIVALENT SHALL BE USED WHEN CASTINGS ARE INPLACE AS INDICATED ON THE UTILITY PLAN AND AS APPROVED BY THE OWNER.·DOCUMENTATION IS NEEDED WITHIN 72 HOURS IF REMOVAL OF PROTECTION BMPS IS NEEDED DUE TO WINTERCONDITIONS OR FLOODING CONCERNS.12.STORM WATER POND OUTLETS·TEMPORARY OR PERMANENT ENERGY DISSIPATION MEASURES SHALL BE IN PLACE AT THE STORM WATER PONDOUTLETS WITHIN 24 HOURS OF DIRECT CONNECTION TO A SURFACE WATER.·RIPRAP AT PIPE APRON OUTLETS WILL BE PLACED PRIOR TO APRON INSTALLATION AND SHALL BE INSTALLEDUNDER THE APRON LIP.·POND EMERGENCY SPILLWAYS SHALL BE LINED BASED ON THE DESIGN DISCHARGE FLOW VELOCITY AND ASINDICATED ON GRADING AND/OR UTILITY PLANS.13.TEMPORARY SEDIMENT BASINS·TEMPORARY SEDIMENT BASINS WILL BE PROVIDED WHERE 10 OR MORE ACRES OF DISTURBED SOIL DRAIN TO ACOMMON LOCATION. THE BASIN SIZE IS BASED ON RUNOFF FROM A 2-YEAR, 24 HOUR STORM, FOR EACH ACREDRAINED TO THE BASIN. AT A MINIMUM, THE BASIN WILL PROVIDE 1800 CUBIC FEET OF STORAGE FOR EACHACRE DRAINED TO THE BASIN.·SEDIMENT BASINS WILL DETAIN WATER LONG ENOUGH TO SETTLE OUT AT LEAST 75 PERCENT OF THE SEDIMENT.THE USE OF FLOCS MAY BE NECESSARY. THE DISCHARGE QUALITY SHALL BE EQUAL TO OR BETTER THAN THERECEIVING WATER. THE TEMPORARY BASIN MAY BE DRAWN DOWN WITH A PUMP TO INCREASE CAPACITY FORTHE NEXT RAIN EVENT. TEMPORARY EROSION CONTROL DEVICES REQUIRED DUE TO CONTRACTORS METHODOF SEQUENCING THEIR CONSTRUCTION WORK SHALL BE INCIDENTAL TO THE GRADING CONTRACT.·THE SEDIMENT PONDS WILL BE EXCAVATED TO MAINTAIN THE NECESSARY SEDIMENT CAPACITY ANDCONTAINMENT.·TEMPORARY SEDIMENT FOREBAYS WILL BE CONSTRUCTED TO CAPTURE SEDIMENT BEFORE IT ENTERS THE POND,IF NECESSARY.·THE SEDIMENT PONDS WILL BE MONITORED BY THE CONTRACTOR TO DETERMINE THE SEDIMENT LEVEL IN THEPOND.·WHEN THE DEPTH OF SEDIMENT COLLECTED IN THE TEMPORARY BASIN REACHES ½ FULL (50% OF THE STORAGEVOLUME) THE BASIN SHALL BE DRAINED USING PUMPS AND ENERGY DISSIPATION AND SEDIMENT REMOVALSHALL BE COMPLETED WITHIN 72 HOURS OF DISCOVERY OF THE BASIN BEING 1/2 FULL OF SEDIMENT, OR ASSOON AS FIELD CONDITIONS ALLOW ACCESS. TEMPORARY EROSION CONTROL DEVICES REQUIRED DUE TOCONTRACTORS METHOD OF SEQUENCING THEIR CONSTRUCTION WORK SHALL BE INCIDENTAL TO THEGRADING CONTRACT.·TEMPORARY SEDIMENT BASINS WILL HAVE A STABILIZED EMERGENCY OVERFLOW AND CONTAIN ENERGYDISSIPATION AT BASIN OUTLET.14.DEEP UTILITIES: WATER AND SANITARY/GAS LINE·SILT FENCE OR A SIMILAR TYPE OF PERIMETER CONTROL SHALL BE PLACED DOWN GRADIENT OF THE EXCAVATEDSOIL IF WORK IS DONE WITHIN 200 FEET OF WETLANDS OR STREAMS.·DISTURBANCE OF CHANNEL BANKS, WETLANDS, AND IMPORTANT VEGETATION AREAS SHALL BE MINIMIZED TOTHE EXTENT POSSIBLE.·THE UTILITY CONSTRUCTION SITE SHALL BE SEEDED WITH A TEMPORARY·SEED MIX AND MULCH AFTER INSTALLATION IF THE SITE WILL BE IDLE FOR 7, 14, OR 21 DAYS DEPENDING UPONSLOPES OF STEEPER THAN 3:1, 3:1 TO 10:1 AND FLATTER THAN 10:1 RESPECTIVELY.15.STOCKPILES (TEMPORARY AND PERMANENT)·LOCATE STOCKPILES A MINIMUM OF 100 FEET FROM CATCH BASIN INLETS, PONDS, AND SITE DRAINAGE ROUTES·PERIMETER CONTROLS SUCH AS SILT FENCE SHALL BE INSTALLED AROUND ALL STOCKPILES PRIOR TO INITIATIONOF STOCKPILING IF NOT PLACED WITHIN EXISTING SILT FENCES OR OTHER SEDIMENT CONTROL.·TEMPORARY SEED AND MULCH SHALL BE USED TO STABILIZE THE STOCKPILES AND THE STOCKPILES SHALL BESHAPED TO FACILITATE SEEDING AND MINIMIZE EROSION AND SHALL BE SEEDED WITHIN 7 DAYS. TEMPORARYEROSION CONTROL DEVICES REQUIRED DUE TO CONTRACTORS METHOD OF SEQUENCING THEIRCONSTRUCTION WORK SHALL BE INCIDENTAL TO THE GRADING CONTRACT.·IF TEMPORARY SEED AND MULCH CANNOT BE USED, THEN THE STOCKPILES SHALL BE COVERED WITHHYDROMULCH, TARPS OR PLASTIC SHEETING AS APPROVED BY THE OWNER.·IF STOCKPILES MUST BE PLACED WITHIN A CONVEYANCE A TEMPORARY BYPASS SHALL BE INSTALLED (I.E. PVCPIPE) TO ADEQUATELY CONVEY RUNOFF. TEMPORARY BYPASS BMPS SHALL BE INCIDENTAL TO THE CONTRACTUNLESS PREVIOUSLY APPROVED BY THE OWNER / ENGINEER16.CONSTRUCTION DEWATERING·DURING DEWATERING ACTIVITIES, THE SEDIMENT LADEN WATER CANNOT CAUSE NUISANCE CONDITIONS ANDMUST DISCHARGE TO A SEDIMENT CONTROL DESIGNED TO PREVENT DISCHARGE WITH VISUAL TURBIDITY.OPTIONS FOR REDUCING THE TURBIDITY OF THE WATER INCLUDE:oCONSTRUCT A TEMPORARY SEDIMENT TRAP FOR TURBID WATER DISCHARGE.oUSE A PORTABLE SEDIMENT TRAP SYSTEM.o APPLY NATURAL BASED FLOCCULENT TECHNOLOGY SUCH AS CHITOSAN IN SEDIMENT TRAPS OR ASERIES OF DITCH CHECKS TO CONTAIN SEDIMENT.oUSE A FILTER BAG SYSTEMo PUMP TO A TEMPORARY SEDIMENT BASIN.·TO THE EXTENT FEASIBLE, USE WELL-VEGETATED UPLAND AREAS OF THE SITE TO INFILTRATE DEWATERINGWATER BEFORE DISCHARGE.·ENERGY DISSIPATION WILL BE PROVIDED AT ALL DISCHARGE POINTS.·DEWATERING OR BASIN DRAINING ACTIVITIES WILL NOT CAUSE EROSION IN RECEIVING CHANNELS ORADVERSELY IMPACT WETLANDS.·DEWATERING DISCHARGE MUST BE VISUALLY CHECKED. PHOTOGRAPH DISCHARGE AT THE BEGINNING AND ATLEAST EVERY 24 HOURS OF OPERATION. DEWATERING THAT ONLY LASTS FOR A FEW MINUTES, AS OPPOSED TOHOURS, AND DO NOT REACH SURFACE WATERS, DO NOT REQUIRE PHOTOGRAPHS OR DOCUMENTATION.·IF NUISANCE CONDITIONS RESULT (SEDIMENT PLUME IN THE DISCHARGE, DISCHARGE APPEARS CLOUDY OROPAQUE, HAS A VISIBLE CONTRAST, HAS A VISIBLE OIL FILM, HAS AQUATIC HABITAT DEGRADATION),DEWATERING MUST BE CEASED IMMEDIATELY AND CORRECTIVE ACTIONS MUST OCCUR BEFORE DEWATERING ISRESUMED.·ALL EROSION CONTROL OR SEDIMENT TRAPS REQUIRED FOR CONSTRUCTION DEWATERING SHALL BECONSIDERED INCIDENTAL TO THE CONSTRUCTION ACTIVITY REQUIRING DEWATERING.17.CONSTRUCTION ENTRANCES·A TEMPORARY CRUSHED ROCK OR WOOD CHIP PAD SHALL BE LOCATED WHERE VEHICLES LEAVE THECONSTRUCTION SITE.·THE CONSTRUCTION ENTRANCE PAD SHALL BE AT LEAST 50 FEET IN LENGTH.·GEOTEXTILE FABRIC MAY BE PLACED UNDER THE CRUSHED ROCK OR WOOD CHIPS TO PREVENT MIGRATION OFMUD FROM UNDERLYING SOIL INTO THE CONSTRUCTION ENTRANCE MATERIAL.·ROCK PADS SHALL BE CONSTRUCTED OF ROCK 1 TO 3 INCHES IN SIZE AND PLACED IN 6 INCH LAYERS.·CONSTRUCTION ENTRANCES SHALL BE INSPECTED AT LEAST EVERY 7 DAYS AND MAINTAINED AS NEEDED.·TRACKED SEDIMENTS SHALL BE REMOVED FROM PAVED SURFACES AT THE END OF EACH DAY USING PICK-UPTYPE STREET SWEEPER.·IF TRACKING INTO ROADWAY BECOMES PROBLEMATIC THE ENTRANCE PADS SHALL BE LENGTHENED ORANOTHER TECHNIQUE APPLIED. TEMPORARY EROSION CONTROL DEVICES REQUIRED DUE TO CONTRACTORSMETHOD OF SEQUENCING THEIR CONSTRUCTION WORK SHALL BE INCIDENTAL TO THE GRADING CONTRACT.·THE CONSTRUCTION ENTRANCE SHALL BE MONITORED CLOSELY DURING WET CONDITIONS. IF TRACKING INTOADJACENT ROADWAYS OCCURS, THE FREQUENCY OF STREET SWEEPING SHALL BE INCREASED.18.CONCRETE TRUCK WASHOUT·CONCRETE TRUCKS SHALL UTILIZE THE CONCRETE WASHOUT AREA SHOWN ON THE PLANS TO WASH ANDRINSE THEIR EQUIPMENT PRIOR TO LEAVING THE SITE.·WASHOUT OF CONCRETE MIXER TRUCKS WILL BE PERFORMED IN THE DESIGNATED AREAS ONLY.·WASHOUTS WILL BE CONSTRUCTED AND MAINTAINED TO PROVIDE SUFFICIENT CONTAINMENT FOR ALL LIQUIDAND CONCRETE WASTE GENERATED BY WASHOUT OPERATIONS.·WASHOUTS SHALL BE CLEARLY MARKED ON SITE WITH SIGNAGE BY THE UTILITY CONTRACTOR WITH APPROVALFROM OWNER.·WASHOUTS SHALL BE LOCATED A MINIMUM OF 50 FEET FROM DRAINAGE FACILITIES AND WATERCOURSES.·CONCRETE WASHOUT AREAS WILL HAVE AN IMPERMEABLE LINER TO PREVENT CONCRETE WASHOUT WATERFROM INFILTRATING/CONTACTING WITH SOIL.·IMPERMEABLE LINER SHALL CONSIST OF 10 MIL POLYLINER.·WASHOUT SYSTEMS CAN BE USED AS ALTERNATE WASHOUT AREAS.19.VEHICLE MAINTENANCE·ROUTINE MAINTENANCE OF VEHICLES AND EQUIPMENT SHALL OCCUR IN STAGING AREAS ONLY.·VEHICLE WASHING SHOULD BE AVOIDED. IF WASHING IS NECESSARY, RUNOFF FROM THE WASHING WILL BECONTAINED AND LIMITED TO A DEFINED AREA OF THE SITE. RUNOFF MUST BE CONTAINED AND WASTEPROPERLY DISPOSED OF.·ENGINE DEGREASING SHALL BE AVOIDED. IF DEGREASING IS NECESSARY, RUNOFF FROM THE OPERATION WILLBE CONTAINED IN A LINED SEDIMENT TRAP AND PROPERLY DISPOSED OF AT A TREATMENT FACILITY.·ALL REQUIRED SEDIMENT TRAPS AND CONTAINMENT FACILITIES AND PROPER DISPOSAL OF WASHWATER/DEGREASING AT A TREATMENT FACILITY SHALL BE INCIDENTAL TO THE CONSTRUCTION CONTRACT.20.FUELING·ANY FUEL TANK OR TRUCK STORED ON THE PROJECT SITE SHALL BE PROTECTED BY A SECONDARYCONTAINMENT SYSTEM.·FUELING AREAS SHALL NOT BE WASHED OR RINSED WITH WATER SINCE THIS COULD CAUSE FUEL SPILLS TO BEDISCHARGED INTO STORM WATER SYSTEMS.·ABSORBENT MATERIALS SHALL BE AVAILABLE ON SITE FOR USE IN CLEANING UP SMALL SPILLS.·ALL REQUIRED FUEL CONTAINMENT AND CLEAN-UP MATERIALS AND THE PROPER DISPOSAL OF THE MATERIALSSHALL BE INCIDENTAL TO THE CONSTRUCTION CONTRACT.21.HAZARDOUS MATERIALS·HAZARDOUS MATERIALS SHALL BE PROPERLY STORED TO PREVENT VANDALISM OR UNAUTHORIZED ACCESS.·CONTAINMENT UNITS SHALL BE INSTALLED IN ACCORDANCE WITH FEDERAL, STATE, AND LOCAL REGULATIONS.·MPCA STORING AND DISPOSAL REQUIREMENTS SHALL BE FOLLOWED FOR ALL HAZARDOUS WASTE.·NO HAZARDOUS MATERIAL SHOULD BE STORED WITHIN 200 FEET OF AN IDENTIFIED CRITICAL AREA.·ABSORBENT MATERIALS SHALL BE AVAILABLE FROM THE CONTRACTOR ON SITE FOR USE IN CLEANING UPSMALL SPILLS.·IF BUILDING MATERIALS, CHEMICALS, OR GENERAL REFUSE IS BEING USED, STORED, DISPOSED OF, OROTHERWISE MANAGED INAPPROPRIATELY, THE CONTRACTOR SHALL CORRECT SUCH DEFECTS WITHIN 24HOURS OF DETECTION OR NOTIFICATION.·ALL REQUIRED CONTAINMENT / STORAGE UNITS / ABSORBENT MATERIAL AND REQUIRED DISPOSAL SHALL BEINCIDENTAL TO THE CONSTRUCTION CONTRACT.22.CHEMICAL CONTAINMENT·GASOLINE, OIL, PAINT, SOLVENTS, AND OTHER CHEMICALS NECESSARY FOR CONSTRUCTION ARE NOT ALLOWEDTO CONTACT THE GROUND SURFACE, BE EXPOSED TO GROUNDWATER OR BE RELEASED TO A SURFACE ORGROUNDWATER EXCEPT IN DE MINIMIS QUANTITIES.·ALL PRODUCTS SHALL BE KEPT IN THEIR ORIGINAL CONTAINER, WITH ORIGINAL LABELS STILL ATTACHED, UNLESSTHE CONTAINER IS NOT RESEALABLE.·HAZARDOUS MATERIALS SHALL BE RETURNED TO THE HAZARDOUS MATERIAL STORAGE AREA AT THE END OFEACH DAY.·AN EFFORT SHOULD BE MADE TO STORE ONLY ENOUGH PRODUCTS TO DO THE REQUIRED JOB.·THE CONTRACTOR SHALL PROVIDE TANKS OR BARRELS TO COLLECT LIQUID BYPRODUCTS THAT POSE APOLLUTION HAZARD.·THE POLLUTANTS SHALL BE REMOVED FROM THE SITE ON A WEEKLY BASIS AND DISPOSED OF IN ACCORDANCEWITH FEDERAL, STATE AND LOCAL REGULATIONS.·ALL SPILLS SHALL BE CLEANED UP IMMEDIATELY AFTER DISCOVERY, IN ACCORDANCE WITH THEMANUFACTURE'S RECOMMENDED METHODS.·ALL REQUIRED CONTAINMENT / STORAGE UNITS / ABSORBENT MATERIAL AND REQUIRED DISPOSAL SHALL BEINCIDENTAL TO THE CONSTRUCTION CONTRACT·ALL STORAGE AREAS SHALL BE SECURED TO PREVENT UNAUTHORIZED ACCESS.23.SOLID WASTE·SOLID WASTE SHALL BE STORED IN APPROPRIATE CONTAINERS AND PROPERLY DISPOSED OF ON A REGULARBASIS.·CONTAINERS SHALL BE COVERED TO PREVENT WIND BLOWING THE WASTE AROUND THE SITE.·MPCA DISPOSAL REQUIREMENTS WILL BE FOLLOWED FOR ALL SOLID WASTE.·SOLID WASTE STORAGE CONTAINERS AND PROPER DISPOSAL SHALL BE CONSIDERED INCIDENTAL TO THECONSTRUCTION CONTRACT.24.DUST CONTROL·THE CONTRACTOR SHALL USE A VARIETY OF DUST CONTROL INCLUDING BUT NOT LIMITED TO THE FOLLOWING:A.RAPID STABILIZATION METHODS ON SLOPESB.WATER ON ROADWAYS AND GRADED AREASC.ALTERNATIVES: IN THE FORM OF VEGETABLE POLYMERS, WATER AND CALCIUM CHLORIDE PETROLEUMEMULSION RESINS, OR ACRYLIC COPOLYMERS MAY ALSO BE USED.·ALL REQUIRED DUST CONTROL SHALL BE INCIDENTAL TO THE CONSTRUCTION CONTRACT AS PERSPECIFICATIONS.25.WINTER STABILIZATION·COVER EXPOSED SOILS ON OR AROUND NOV. 15TH AND/OR PRIOR TO TERMINATION OF CONSTRUCTIONACTIVITIES FOR WINTER·ALL EXPOSED SOILS TO BE COVERED WITH 2 TONS TYPE 1 MULCH·ALL EXPOSED SOILS TO BE SEEDED WITH MNDOT SEED MIX 21-112ALL LOW POINTS IN ROADS TO BEADEQUATELY DRAINED IN ACCORDANCE WITH NPDES DEWATERING REQUIREMENTS PART IV. CONSTRUCTIONACTIVITY REQUIREMENTS. SECTION D. DEWATERING AND BASIN DRAINING.·PERIMETER SILT FENCE OR OTHER CONTROLS TO BE INSTALLED 3-5 FEET FROM THE BACK OF THE CURB ANDOUT OF THE PLOWED SNOW AREA.·PERIMETER CONTROLS AROUND PERMANENT STORMWATER BASINS TO BE INSTALLED AND MAINTAINED·INLET CONTROLS TO BE REMOVED ACCORDING TO LEGAL REQUIREMENTS WITH DOCUMENTATION WITHIN 72HOURS FROM LEGAL AUTHORITY.·IF WORK HAS OCCURRED NEAR OR IN STREAMS OR OTHER SURFACE WATERS, THE EXPOSED SOILS SHALL BESTABILIZED TO PROTECT AGAINST FLOODING AND SPRING RUNOFF TO THE 100-YR FLOOD ELEVATION.·ALL TEMPORARY AND PERMANENT STORMWATER BASINS AND SEDIMENT BASINS SHOULD HAVE OUTLETS ANDSTABILIZED EMERGENCY OVERFLOWS INSTALLED AS PER THE GRADING AND/OR UTILITY PLAN AND AT THEAPPROVAL OF THE OWNER.26.NON-STORMWATER DEWATERING·HYDRANT FLUSHING: FLUSHING OF HYDRANTS WILL BE DISCHARGED·THROUGH TEMPORARY PIPES AS NECESSARY, ONTO IMPERVIOUS SURFACES OR TO STABILIZED ARES WITHENERGY DISSIPATION AT THE DISCHARGE POINT. THE DISCHARGE SHOULD BE COLLECTED BY THE STORMWATER BASINS AND STORM SEWER SYSTEM.·POTABLE WATER DISCHARGE: ALL WATER LINES WILL BE FLUSHED USING HOSES AND DISCHARGED ONTO ANIMPERVIOUS SURFACE AND DIRECTED TO THE STORM SEWER INFRASTRUCTURE BY NON-EROSIVE MEANS.27.WORK NEAR SPECIAL WATERS·EXPOSED SOILS MUST BE STABILIZED WITHIN 7 DAYS OF ACTIVITY TEMPORARILY OR PERMANENTLY CEASED.·TEMPORARY SEDIMENT BASIN NEEDED WITHIN AREAS 5 ACRE DISTURBANCE WITH COMMON POINT OFDISCHARGE.·IF WORK IS NEAR SPECIAL WATERS REFER TO APPENDIX A OF THE NPDES PERMIT FOR ADDITIONAL NOTES ANDREQUIREMENTS.·MAINTAIN AT ALL TIMES, 100 FT UNDISTURBED BUFFER AROUND SPECIAL WATERS.·NO UNTREATED DEWATERING WILL TAKE PLACE AND DISCHARGE TO "SPECIAL WATERS"·SEE PERMIT FOR ADDITIONAL NOTES AND REQUIREMENTS28.WORK NEAR OR IN IMPAIRED WATERS·EXPOSED SOILS MUST BE STABILIZED WITHIN 7 DAYS OF ACTIVITY TEMPORARILY OR PERMANENTLY CEASED.·TEMPORARY SEDIMENT BASIN NEEDED WITHIN AREAS 5 ACRE DISTURBANCE WITH COMMON POINT OFDISCHARGE.·IF WORK IS NEAR SPECIAL WATERS REFER TO APPENDIX A OF THE NPDES PERMIT FOR ADDITIONAL NOTES ANDREQUIREMENTS.·NO UNTREATED DEWATERING WILL TAKE PLACE AND DISCHARGE TO "IMPAIRED WATERS"·SEE PERMIT FOR ADDITIONAL NOTES AND REQUIREMENTS29.WORK IN KARST AREAS·SEE PERMIT FOR ADDITIONAL NOTES AND REQUIREMENTS30.INFILTRATION AREAS·FENCE OFF AREA PRIOR TO BEGINNING CONSTRUCTION.·EXCAVATION AREA SHALL TAKE PLACE AFTER CONTRIBUTING AREAS ARE AT FINAL GRADE AND STABILIZED.·DO NOT USE HEAVY/WHEELED EQUIPMENT IN INFILTRATION AREA.·DIVERSIONS, REDUNDANT SEDIMENT AND EROSION CONTROLS MUST BE USED TO PROTECT AREA.·ENSURE 8 FT MAINTENANCE ACCESS IS ADEQUATE FOR AREA.·IF GRADING MUST OCCUR IN FILTRATION AREA, LEAVE GRADE 3 FT HIGH TEMPORARILY UNTIL AREA CAN BEFINAL GRADED AND STABILIZED SHEET NUMBER:VERTICAL SCALE:DATE:PREPARED FOR:OFHORIZONTAL SCALE:DRAWN:CHECKED:DESIGNED:INITIAL ISSUE:REVISIONS:Phone   :hLWeZaWer 'rLYe 6XLWe Fax  0LnneWonNa 01 Toll Free  DATE:LICENSE NO.I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY MEOR UNDER MY DIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWSOF THE STATE OF MINNESOTAN:\0051216.00\DWG\CIVIL\FINAL\GRADING\0051216.00S-SWPP01.DWG 1312PROJECT NUMBER: 0051216.00COTTAGE GROVE, MINNESOTA06/20/24CHFCHFCHF© 2024 Westwood Professional Services, Inc.SUMMER VALLEYSWPPP NARRATIVE17305 CEDAR AVE S #200LAKEVILLE, MN 55044SUMMER VALLEY05/21/245620806/20/24CHRISTIAN FROEMKESUMMERGATE DEVELOPMENT INC.Common Ground AllianceCall 48 Hours before digging:811 or call811.com###### OR ##06/20/24....CITY COMMENTS....SWPPP NARRATIVETHE SWPPP IS PREPARED IN ACCORDANCE WITH THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) REGULATIONS AS ESTABLISHED BY THECLEAN WATER ACT. THE MINNESOTA POLLUTION CONTROL AGENCY'S CONSTRUCTION GENERAL PERMIT MN R100001 (CSGP) (EXPIRATION DATE: JULY 31, 2028)PROVIDES A FRAME WORK OF REQUIREMENTS FOR COMPLIANCE TO DISCHARGE STORMWATER FROM A CONSTRUCTION SITE.THE SWPPP IS FOR IMPLEMENTATION BY THE OWNER AND OPERATOR, AS LISTED BELOW, AT SUMMER VALLEY. THIS REPORT SHALL BE ON THE SITE AT ALL TIMESDURING CONSTRUCTION. THE OWNER MUST ALSO KEEP THIS SWPPP ON FILE FOR THREE YEARS AFTER SUBMITTAL OF THE NOTICE OF TERMINATION. THEFOLLOWING ARE OUTLINED IN THIS SWPPP:- CONTROL MEASURES FOR STORM WATER POLLUTION PREVENTION PRIOR TO AND DURING CONSTRUCTION- CONTROL MEASURES FOR STORM WATER POLLUTION PREVENTION AFTER CONSTRUCTION- SOURCES OF STORMWATER AND NON-STORMWATER POLLUTION- INSPECTION AND MAINTENANCE PROCEDURESTHE GRADING AND EROSION CONTROL PLAN PREPARED FOR SUMMER VALLEY SHALL BE CONSIDERED PART OF THE SWPPP.PROJECT LOCATIONTHIS DOCUMENT PRESENTS A STORM WATER POLLUTION PREVENTION PLAN (SWPPP) FOR SUMMER VALLEY IN COTTAGE GROVE, MN. THE SITE IS LOCATEDNORTH OF MILITARY ROAD AT THE INTERSECTION OF JENSEN AVENUE SOUTH AND 63RD STREET SOUTH.PROJECT CONTACT INFORMATIONOWNER/DEVELOPER:CONTRACTOR:BRYAN TUCKERJOE RETKASUMMERGATE DEVELOPMENT INC.ENEBAK CONSTRUCTION COMPANY17305 CEDAR AVE S. #20016972 BRANDTJEN FARM DRIVELAKEVILLE, MN 55044LAKEVILLE, MN 55044612-490-0982952-479-6700BRYANT@SUMMER-GATE.COMJOER@ENEBAK.COMIDENTIFY PERSONNEL INVOLVED WITH THE PROJECT AND THEIR RELATED NECESSARY TRAINING COMMENSURATE WITH THEIR TASK PRIOR TOCOMMENCEMENT OF CONSTRUCTION ACTIVITIES.SWPPP DESIGNER:SWPPP INSPECTION:BMP INSTALLER:CHRISTIAN H. FROEMKETBDSEE CONTRACTORWESTWOOD PROFESSIONAL SERVICES12701 WHITEWATER DRIVEMINNETONKA, MN 55343952-906-7489CHRISTIAN.FROEMKE@WESTWOODPS.COMU OF M DESIGN OF CONSTRUCTION SWPPPEXPIRES: MAY 31, 2025OWNER/OPERATOR RESPONSIBILITIESOWNER-DEVELOPMENT OF SWPPP PRIOR TO APPLICATION/NOI SUBMITTAL.-SUBMIT A COMPLETE AND ACCURATE APPLICATION FORM (NOI)-COMPLIANCE WITH ALL TERMS AND CONDITIONS OF CONSTRUCTION GENERAL STORMWATER PERMIT-SWPPP SUBMITTAL FOR 30 DAY REVIEW FOR PROTECT GREATER THAN 50 ACRES & DISCHARGING TO SPECIAL/IMPAIRED WATERS WITHIN 1 MILE OF SITEDISCHARGE.-KEEPING PERMIT COVERAGE UP-TO-DATE (TRANSFER/SUBDIVISION)-SUBMIT NOTICE OF TERMINATION (NOT) WITHIN 30 DAYS AFTER ALL PERMIT TERMINATION CONDITIONS AS LISTED IN SECTION 13 ARE COMPETE-SUBMIT NOTICE OF TERMINATION (NOT) WITHIN 30 DAYS OF MEETING REQUIREMENTS OF FINAL STABILIZATION-IDENTIFY WHO HAS LONG TERM OPERATION AND MAINTENANCE RESPONSIBILITY OF THE PERMANENT STORMWATER SYSTEM.-DEVELOP CHAIN OF RESPONSIBILITY WITH ALL OPERATORS TO ENSURE NPDES COMPLIANCE.-IDENTIFY TRAINED PERSONNEL TO DEVELOP THE SWPPP, INSTALL AND MAINTAIN BEST MANAGEMENT PRACTICES, AND OVERSEE THE SWPPP ANDCONDUCT INSPECTIONSOPERATOR-COMPLETION OF AN ACCURATE NOI WITH THE OWNER-COMPLIANCE WITH CSGP SECTIONS 3, 4, 6-22, 24 AND ANY APPLICABLE REQUIREMENTS FOR CONSTRUCTION ACTIVITY IN SECTION 23 (MINN. R. 7090)-KEEPING THE PERMIT UP-TO-DATE WITH THE OWNER (PARTIAL, WHOLE, CONTRACTOR, BUILDER, ETC)-COMPLETE AND SIGN APPLICATIONS FOR PERMIT TRANSFER AND MODIFICATION AND NOTICE OF TERMINATION WITH OWNER AS NEEDED.PROJECT DESCRIPTIONTHE SITE IS APPROXIMATELY 24.50 ACRES. CONSTRUCTION WILL CONSIST OF, BUT IS NOT LIMITED TO, 71 SINGLE FAMILY RESIDENTIAL HOMES WITHASSOCIATED STREETS AND UTILITY INFRASTRUCTURE.PROJECT AREA = 24.50DISTURBED AREA = 24.50EXISTING IMPERVIOUS AREA = 0.12PROPOSED IMPERVIOUS AREA = 9.45PRE-DEVELOPMENT SITE CONDITIONSTHE EXISTING SITE CONSISTS OF AGRICULTURAL LAND. SEVERAL SOIL BORINGS WERE TAKEN FROM AROUND THE SITE AND SHOW MOSTLY TYPE B SOILS. THEEXISTING SITE DRAINS IN TWO DIRECTIONS, SOUTH TO THE EXISTING STORM SEWER SYSTEM IN THE PARKVIEW POINTE DEVELOPMENT, AND EAST TO EXISTINGPOND 1 IN THE ROLLING MEADOWS DEVELOPMENT. ADDITIONALLY, DISCHARGE FROM THE CARDINAL RESERVE/NORTHWICK DEVELOPMENT HAS BEEN ROUTEDTHROUGH THE EXISTING SITE.SOIL TYPESTHE SITE CONTAINSMOSTLY TYPE B SOILS. REFER TO GEOTECHNICAL REPORT DATED 01/12/2006 COMPLETED BY BRAUN INTERTEC.POST-DEVELOPMENT SITE CONDITIONSTHE PROPOSED SITE MAINTAINS THE EXISTING DRAINAGE PATTERNS WITH TWO OVERALL DRAINAGE AREAS DRAINING TO THE SOUTH AND EAST. IN THEPROPOSED CONDITION EXISTING POND 1 IN THE ROLLING MEADOWS DEVELOPMENT WILL BE EXPANDED TO INCORPORATE A LARGER TREATMENT AREA TO FITTHE PROPOSED SITE AS WELL AS A PROPOSED INFILTRATION BASIN ADJACENT TO THE EXISTING POND. SITE VEGETATION WILL CONSIST OF SOD AND NATIVEGRASSES AS SPECIFIED IN THE LANDSCAPE PLANS.STORM WATER MANAGEMENT PLANTHE TEMPORARY STORMWATER MANAGEMENT PLAN WILL CONSIST OFTEMPORARY PONDS LOCATED AT THE PERMANENT POND LOCATIONS. THE TEMPORARY PONDS WILL BE CONVERTED INTO PERMANENT PONDS DURING FINALGRADING CONSTRUCTION. THE TEMPORARY PONDS WILL BE PROVIDED TO MEET AND EXCEED NPDES PERMIT REQUIREMENTS. THE PONDS SHALL BE SIZED TOPROVIDE LIVE STORAGE FOR THE VOLUME OF RUNOFF FROM A 2-YEAR 24 HOUR STORM OR 1,800 CUBIC FEET PER ACRE DRAINING TO THE BASIN, WHICHEVER ISGREATER. REFER TO THE STORMWATER REPORT FOR DESIGN CALCULATIONS.THE PERMANENT STORM WATER MANAGEMENT PLAN WILL CONSIST OF TWO PERMANENT PONDS. THESE INCLUDE THE PROPOSED INFILTRATION BASIN ANDEXPANDED EXISTING POND 1. DRAINAGE FROM THE PROPOSED SITE WILL BE ROUTED THROUGH PROPOSED STORM SEWER AND DISCHARGE INTO THEEXPANDED POND 1 BEFORE BEING TREATED IN THE INFILTRATION BASIN. DISCHARGE FROM THE PROPOSED PONDS WILL BE ROUTED THROUGH A SERIES OFEXISTING PONDS AND INFILTRATION BASINS FROM TO THE SWWD REGIONAL POND TO THE SOUTH OF THE PROPOSED SITE. THE INFILTRATION BASIN IS SIZEDTO MEET THE CITY OF COTTAGE GROVE AND MPCA VOLUME REDUCTION REQUIREMENTS OF 1" OF RUNOFF FROM THE NET INCREASE IN IMPERVIOUS AREA.BASINS ARE PROPOSED TO MEET WATER QUALITY AND RATE CONTROL REQUIREMENTS AS WELL. THE CITY OF COTTAGE GROVE WILL BE REQPONSIBLE FOR THELONG TERM MAINTENANCE AND OPERATION OF THE PERMANENT STORM WATER MANAGEMENT SYSTEM. DETAILED DRAINAGE AREA MAPS ARE INCLUDED INTHE STORMWATER REPORT FOR THE SITE. REFER TO THE STORMWATER MANAGEMENT REPORT AS WELL FOR MORE INFORMATION REGARDING THEPRE-DEVELOPMENT SITE CONDITIONS, POST-DEVELOPMENT SITE CONDITIONS, AND STORMWATER CALCULATIONS.REFER TO THE SUMMER VALLEY STORMWATER MANAGEMENT REPORT FOR MORE INFORMATION REGARDING THE PRE-DEVELOPMENT SITE CONDITIONS,POST-DEVELOPMENT SITE CONDITIONS, STORM WATER MANAGEMENT CALCULATIONS, AND DRAINAGE AREA MAPS.THE SITE STORM WATER DETENTION FACILITY WILL BE CONSTRUCTED TO MEET OR EXCEED LOCAL, STATE AND FEDERAL REQUIREMENTS.TEMPORARY AND PERMANENT EROSION AND SEDIMENT CONTROL BMP'S ALONG WITH THE PROCEDURES TO BE USED TO ESTABLISHED ADDITIONALTEMPORARY BMP'S AS NECESSARY FOR SITE CONDITIONS DURING CONSTRUCTION ARE IDENTIFIED ON THE SITE GRADING AND EROSION CONTROL PLANPREPARED FOR THE DEVELOPMENT OF THIS PROJECT, AND WITHIN THE PROJECT STORM WATER POLLUTION PREVENTION PLAN.POTENTIAL STORM WATER POLLUTANTSPOTENTIAL POLLUTANT SOURCES, INCLUDING CONSTRUCTION AND WASTE MATERIALS THAT ARE USED OR STORED AT THE SITE, ARE DESCRIBED IN THESECTION. BY IMPLEMENTATION OF THESE BMPS, THE POTENTIAL POLLUTANT SOURCES ARE NOT REASONABLY EXPECTED TO AFFECT THE STORM WATERDISCHARGES FROM THE SITE.CONSTRUCTION MATERIALS, CHEMICALS AND WASTE MATERIALS THAT WILL BE USED OR STORED AT THE SITE:CONSTRUCTION SEQUENCETHE INTENDED SEQUENCING OF MAJOR SITE CONSTRUCTION ACTIVITIES IS AS FOLLOWS:1.INSTALL PERIMETER CONTROL DEVICES (SILT FENCE, BIO-LOGS, ETC.) AND INLET PROTECTION TO EXISTING STRUCTURES AS SHOWN ON PLAN. INSTALLTREE PROTECTION FENCE AS SHOWN ON PLAN.2.INSTALL STABILIZED ROCK CONSTRUCTION ENTRANCE.3.CLEAR AND GRUB SITE.4.STRIP AND STOCKPILE TOPSOIL.5.ROUGH GRADE OF SITE.6.STABILIZE DENUDED AREAS AND STOCKPILES.7.INSTALL SANITARY SEWER, WATERMAIN, STORM SEWER AND SERVICES.8.INSTALL INLET PROTECTION AROUND CATCH BASINS.9.INSTALL STREET SECTION.10.INSTALL CURB AND GUTTER.11.INSTALL PAVEMENT.12.INSTALL SMALL UTILITIES (GAS, ELECTRIC, PHONE, CABLE, ETC.)13.FINE GRADE BOULEVARD, LANDSCAPE AREAS, SEED AND MULCH.14.REMOVE ACCUMULATED SEDIMENT.15.FINAL GRADE.16.WHEN ALL CONSTRUCTION ACTIVITY IS COMPLETE AND THE SITE IS STABILIZED BY EITHER SEED OR SOD AND LANDSCAPING, REMOVE SILT FENCE ANDRESEED ANY AREAS DISTURBED BY THE REMOVAL.CONSTRUCTION NOTESIT IS HIGHLY RECOMMENDED THAT THE CONTRACTOR MAINTAIN A STOCKPILE OF EROSION CONTROL DEVICES AND SEDIMENT CONTROL BMP'S ON SITE AT ALLTIMES FOR IMMEDIATE USAGE. IN THE EVENT OF AN ACCIDENTAL SEDIMENT DISCHARGE TO WATERS OF THE STATE, OR ANY DISCHARGE OF HAZARDOUSMATERIAL OF REPORTABLE QUANTITY, CONTACT THE MPCA STATE DUTY OFFICER AT 1-800-422-0798.TIMING OF BMP INSTALLATIONTHE EROSION PREVENTION AND SEDIMENT CONTROL BMP'S SHALL BE INSTALLED TO MINIMIZE EROSION FROM DISTURBED SURFACES AND CAPTURE SEDIMENTON SITE. THE FOLLOWING LIST DEFINES THE TIMING OF EROSION PREVENTION AND SEDIMENT CONTROL MEASURES IN SPECIFIC AREAS.·PRIOR TO START OF CONSTRUCTIONTHE FOLLOWING EROSION PREVENTION AND SEDIMENT CONTROL MEASURES ARE SHOWN IN THE PLANS AND SHALL BE IMPLEMENTED PRIOR TOCONSTRUCTION:1.INSTALL SILT FENCE OR OTHER SEDIMENT CONTROL AROUND THE PERIMETER OF AREAS TO BE GRADED AND ALL AREAS WHICH ARE NOT TO BEDISTURBED AS SHOWN ON THE GRADING AND EROSION CONTROL PLAN.2.CONSTRUCT GRAVEL CONSTRUCTION ENTRANCES AT FIELD ENTRANCES TO THE SITE AS SHOWN ON THE CONSTRUCTION PLANS.3.INLET PROTECTION IS TO BE INSTALLED AT ALL STORM WATER INLETS WHICH HAVE THE POTENTIAL TO RECEIVE STORM WATER RUNOFF FROM THECONSTRUCTION SITE WITHIN 200 FEET OF LIMITS OF CONSTRUCTION.4.INSTALL SILT FENCE OR OTHER SEDIMENT CONTROL AROUND ALL TEMPORARY INACTIVE STOCKPILES. ALL SILT FENCES FOR STOCKPILES SHALL BEINCIDENTAL TO GRADING CONTRACT IF STOCKPILES ARE PLACED OUTSIDE OF SILT FENCES SHOWN ON THE PLAN.·DURING CONSTRUCTIONTHE FOLLOWING EROSION PREVENTION AND SEDIMENT CONTROL MEASURES ARE SHOWN IN THE PLANS AND SHALL BE IMPLEMENTED DURINGCONSTRUCTION:1.PHASE GRADING WORK TO MINIMIZE THE DURATION THAT ANY DISTURBED SOIL IS EXPOSED.2.ALL DISTURBED AREAS SHALL HAVE TEMPORARY PROTECTION OR PERMANENT COVER OVER EXPOSED SOIL AREAS IF NOT BEING ACTIVELY GRADEDAND/OR IF NOT AT FINAL GRADE WITHIN 14 DAYS OF DISTURBANCE ACTIVITY TEMPORARILY OR PERMANENTLY CEASING. TEMPORARY SEED MIX 22-111,APPLIED AT A RATE OF 30.5 LBS/ACRE, SHALL BE USED PRIOR TO WINTER, IF SITE NOT SODDED.3.STRIP AND STOCKPILE TOPSOIL FOR REPLACEMENT OF 6 INCHES OF TOPSOIL OVER TURF AREAS WHEN GRADING IS COMPLETE.4.PLACE A MINIMUM OF 2 TONS/ACRE OF STRAW ON ALL AREAS AFTER REACHING FINAL GRADE WITH TOPSOIL AND ANCHOR STRAW WITH EITHER ASTRAIGHT DISK, HYDROMULCH OR POLYMER.5.STABILIZATION OF TEMPORARY OR PERMANENT DRAINAGE DITCHES THAT DRAIN WATER FROM THE CONSTRUCTION SITE MUST BE INITIATED WITHIN 24HOURS OF CONNECTING THE DRAINAGE DITCH TO ANY CONVEYANCE SYSTEM THAT DISCHARGES TO SURFACE WATERS. THE FIRST 200 LINEAR FEETMUST BE STABILIZED WITHIN 24 HOURS. THE REMAINING DITCH SHALL BE STABILIZED WITHIN 14 DAYS.6.INSTALL SILT FENCE AROUND ALL TEMPORARY INACTIVE STOCKPILES WHICH ARE NOT PLACED WITHIN EXISTING SILT FENCES OR OTHER PERIMETERCONTROLS.7.TEMPORARY OR PERMANENT ENERGY DISSIPATION AT PIPE APRON OUTLETS WILL BE PLACED PRIOR TO BUT NO SOONER THAN 7 DAYS BEFORE APRON ISINSTALLED. RIPRAP SHALL BE INSTALLED UNDER APRON LIP ACCORDING TO THE STANDARD DETAIL.8.SUFFICIENT PERSONNEL, EQUIPMENT, AND MATERIALS SHALL BE MOBILIZED WITHIN 24 HOURS OF A WRITTEN ORDER BY THE OWNER OR OWNER'SREPRESENTATIVE TO CONDUCT CORRECTIVE WORK AND INSTALL TEMPORARY EROSION CONTROL WORK IN THE CASE OF AN EMERGENCY.9.REMOVE ANY SEDIMENT THAT HAS BEEN TRACKED ONTO PUBLIC STREETS AT THE END OF THE DAY OR WITHIN 24 HOURS OF DETECTION, OR MOREFREQUENT AT DIRECTION OF SITE INSPECTOR.10.COLLECT ALL CONSTRUCTION DEBRIS IN DUMPSTERS AND ROLL-OFF BOXES, EMPTY WHEN DEBRIS REACHES TOP OF DUMPSTER11.INSPECT POLLUTION CONTROL MEASURES AS SPECIFIED WITHIN SECTION 11 OF THE GENERAL PERMIT.·INLET SEDIMENT CONTROL BMP REMOVALIF INLET SEDIMENT CONTROLS (WIMCO TYPE OR EQUAL) BMP'S ARE REMOVED FOR FLOODING / FREEZING CONCERNS UPON REQUEST OF THE MUNICIPALITY,WATERSHED DISTRICT OR OTHER AGENCY, DOCUMENTATION SHALL BE ATTACHED TO THE INSPECTION REPORTS AND THIS SWPPP OR BE AVAILABLE WITHIN 72HOURS OF REQUEST. DOCUMENTATION SHALL BE A WRITTEN FORM OF CORRESPONDENCE VERIFYING THE NEED FOR REMOVAL.·UPON COMPLETION OF CONSTRUCTION ACTIVITIESPERMIT TERMINATION CONDITIONS ARE ACHIEVED FOR THE PROJECT WHEN PERMANENT EROSION CONTROL BMP'S ARE APPLIED TO THE SITE. THE PERMANENTEROSION CONTROL BMP'S MAY BE A COMBINED OF VEGETATIVE AND NON-VEGETATIVE COVER TYPES. ADDITIONAL REQUIREMENTS TO ACHIEVING FINALSTABILIZATION PERMIT TERMINATION CONDITIONS INCLUDE :1.ALL SOIL DISTURBING ACTIVITY IS COMPLETED. ALL DISTURBED AREA WITHOUT PERMANENT IMPERMEABLE SURFACES ARE VEGETATED FOR FINALSTABILIZATION.2.PERMANENT STORMWATER TREATMENT SYSTEM (IF REQUIRED) IS CONSTRUCTED AND ACCUMULATED SEDIMENT HAS BEEN REMOVED FROMCONSTRUCTION ACTIVITY. CLEAN OUT ALL SEDIMENT FROM CONVEYANCES AND FROM TEMPORARY SEDIMENT BASINS THAT ARE TO BE USED ASPERMANENT WATER QUALITY MANAGEMENT BASINS. THE CLEAN OUT OF PERMANENT BASINS MUST BE SUFFICIENT TO RETURN THE BASIN TO DESIGNCAPACITY.3.THE VEGETATIVE COVER FOR THE SITE IS AT A DENSITY, WITH UNIFORM PERENNIAL COVER OF 70% OF THE EXPECTED FINAL GROWTH DENSITY.4.ALL TEMPORARY, SYNTHETIC BMP'S HAVE BEEN REMOVED.PERMANENT VEGETATION ESTABLISHMENTPERMANENT TURF SHALL FOLLOW THE RECOMMENDATIONS PER NOTES AND SPECIFICATIONS IN THE GRADING AND/OR LANDSCAPE PLAN. SEED THAT IS TOOCCUR AFTER OCTOBER 20TH SHALL CONFORM TO THE MNDOT SPECIFICATIONS FOR DORMANT SEEDING.SWPPP INSPECTIONS AND MAINTENANCEEROSION AND SEDIMENT CONTROL INSPECTIONSCONSTRUCTION ACTIVITY AND ALL SUPPORT ACTIVITIES MUST BE INSPECTED (USING MPCA CONSTRUCTION STORMWATER INSPECTION CHECKLIST OR ANALTERNATIVE FORM) WITHIN THE PARAMETERS OF THE SCHEDULE BELOW. THE INSPECTOR SHALL BE A PERSON TRAINED AND FAMILIAR WITH THEREQUIREMENTS OF THIS SWPPPP AND THE MPCA MN R100001 PERMIT. ALTERNATES WILL INCLUDE INDIVIDUALS TO BE DESIGNATED BY THE OWNER AND MAYINCLUDE CONTRACTOR PERSONNEL OR OTHER QUALIFIED INDIVIDUALS AND SHALL BE LISTED IN THE PROJECT CONTACT INFORMATION SECTION OF THIS PLANINSPECTION SCHEDULE-IF THE SITE IS ACTIVE: INSPECTION NEEDED ONCE EVERY 7 CALENDAR DAYS AND WITHIN 24 HOURS OF A RAINFALL GREATER THAT 0.5 INCHES.-INACTIVE AND STABILIZED AREAS: INSPECTION NEEDED ONCE EVERY 30 CALENDAR DAYS.-INACTIVE AREAS WITH FINAL STABILIZATION: INSPECTION NEEDED ONCE EVERY MONTH FOR 12 MONTHS (NOT INCLUDING FROZEN CONDITIONS).-SUBJECT TO WINTER/FROZEN CONDITIONS: NOT APPLICABLE/NOT NEEDED IF NO CONSTRUCTION ACTIVITY IS OCCURRING.SCOPE OF INSPECTION SHALL INCLUDE:1.RECORD DATE AND TIME OF INSPECTION2.NAME OF PERSON(S) CONDUCTING INSPECTION3.FINDINGS OF THE INSPECTION4.LOCATION AND CORRECTIVE ACTIONS NEEDED5.CORRECTIVE ACTIONS TAKEN (DATE.TIME/BY WHOM)6.DATE AND AMOUNT OF RAINFALL (RAINFALL AMOUNTS TO BE TAKEN FROM AN ONSITE RAIN GAUGE)7.OBSERVED DISCHARGES LOCATIONS8.DESCRIBE DISCHARGE (COLOR, ODOR, FLOATING. SETTLED, SOLIDS, FOAM, OIL SHEEN)9.THE SITE INSPECTOR WILL VISUALLY CHECK A DISCHARGE FROM A TEMPORARY OR PERMANENT SEDIMENTATION BASIN TO ENSURE ADEQUATETREATMENT IS OBTAINED AND DISCHARGE WATER WILL NOT CONTRIBUTE EXCESSIVE SEDIMENT OR OTHER NUISANCE CONDITIONS.10.RECORD CHANGES MADE TO THE SWPPP. AMENDMENTS FROM INSPECTIONS NEED TO BE COMPLETED WITHIN 7 DAYS.11.ALL INSPECTIONS SHALL BE DOCUMENTED WITHIN 24 HOURS AFTER COMPLETING THE FIELD INSPECTION AND AVAILABLE IN PAPER OR ELECTRONICFORM ON SITE.MAINTENANCE OF EROSION AND SEDIMENT CONTROL DEVICESTHE OWNER/CONTRACTOR IS RESPONSIBLE FOR THE OPERATION, MAINTENANCE OF TEMPORARY AND PERMANENT WATER QUALITY MANAGEMENT BMPS ASWELL AS ALL EROSION PREVENTION AND SEDIMENT CONTROL BMPS, FOR THE DURATION OF THE CONSTRUCTION WORK AT THE SITE. THE CONTRACTOR MUSTINSPECT ALL EROSION PREVENTION AND SEDIMENT CONTROL BMPS AND POLLUTION PREVENTION MANAGEMENT MEASURES TO ENSURE INTEGRITY ANDEFFECTIVENESS DURING ALL ROUTINE AND POST RAINFALL EVENTS. ALL NONFUNCTIONAL BMPS MUST BE REPAIRED, REPLACED, OR SUPPLEMENTED WITHFUNCTIONAL BMPS BY THE END OF THE NEXT BUSINESS DAY AFTER DISCOVERY, OR AS SOON AS FIELD CONDITIONS ALLOW ACCESS UNLESS ANOTHER TIMEFRAME IS SPECIFIED BELOW.THE FOLLOWING GUIDELINES WILL BE USED TO DETERMINE IF THE EROSION AND SEDIMENT CONTROL DEVICES REQUIRE MAINTENANCE, REPAIR, ORREPLACEMENT:1.ALL NON-FUNCTIONAL BMPS - OBSERVED CONDITION; SEDIMENT OVERTOPPING, UNDER WATER, SCOURED ENDS, UNDERMINED, DESTROYED,NON-FUNCTION AS DESIGNED, ETC. - SHALL BE MAINTAINED OR REPLACED BY THE END OF THE NEXT BUSINESS DAY AFTER DISCOVERY ORNOTIFICATION, OR AS SOON AS FIELD CONDITIONS ALLOW.2.PERIMETER SEDIMENT CONTROL (SILT FENCE, FIBER LOGS, BERMS, ETC.) - OBSERVED CONDITION TO BE 1/2 FULL OF SEDIMENT, FLATTENED TO 1/2HEIGHT, DRIVEN OVER, UNDERMINED, SCOURED, MOVED FOR ACCESS, ETC. - SHALL BE MAINTAINED, REPAIRED OR SUPPLEMENTATION OF PERIMETERSEDIMENT CONTROL SHOULD BE DONE BY THE END OF NEXT BUSINESS DAY OR AD FIELD CONDITIONS ALLOW.3.INLET PROTECTION BMPS, CONVEYANCES, SURFACE WATERS - OBSERVED CONDITION; SEDIMENT DEPOSITION, SEDIMENT DELTAS AN ACCUMULATIONOF SEDIMENT MATERIAL, DEVICES APPEAR PLUGGED WITH SEDIMENT - REMOVAL/CLEAN OUT OF ACCUMULATED SEDIMENT AND DELTAS TO BEREMOVED WITHIN 7 DAYS, STABILIZE AS NEEDED IF SOILS ARE EXPOSED DURING REMOVAL/CLEAN OUT.4.TEMPORARY SEDIMENT BASINS AND TRAPS/PERMANENT SEDIMENT BASINS - OBSERVED TO HAVE SEDIMENT DEPOSITION AND ACCUMULATION TO 12 OFTHE STORAGE VOLUME - CLEAN OUT, REMOVE ACCUMULATED SEDIMENT MATERIAL WITHIN 7 DAYS OF OBSERVATION, OR AS FIELD CONDITIONS ALLOWACCESS.5.SITE EXIT LOCATIONS, ROCK EXIT PADS, OTHER ANTI-TRACKING PRACTICES - OBSERVED TO HAVE ACCUMULATED SEDIMENT IN ROCK OR OTHERANTI-TRACKING BMP, TRACKING OF SEDIMENT FROM THE SITE ONTO PAVED SURFACES - TOP DRESS ROCK, MAINTAIN ROCK EXIT OR OTHERANTI-TRACKING CONTROLS, SCRAP PAVED SURFACES, SWEEP PAVED SURFACES WITHIN 1 CALENDAR DAY OF DISCOVERY.6.PAVED SURFACES AND ADJACENT STREETS - OBSERVED TO BE TRACKED WITH SEDIMENT AND SOIL MATERIAL FRO THE SITE HAULING OR ACCESS -SWEEP WITHIN 1 CALENDAR DAY OF DISCOVERY, ADDITIONAL AND/OR MORE FREQUENT SWEEPING MAY BE NEEDED TO MAINTAIN PUBLIC SAFETY ORPREVENT WASHING FROM FORECASTED RAINS.TERMINATION OF COVERAGETHE PROJECT PERMIT MAY BE TERMINATED IN ONE OF THE FOLLOWING SCENARIOS:1.ALL CONSTRUCTION ACTIVITY IS COMPLETE, TEMPORARY SYNTHETIC BMP'S ARE REMOVED, ACCUMULATED SEDIMENT FROM CONSTRUCTION ISREMOVED, AND PERMANENT COVER HAS BEEN ACHIEVED WITH VEGETATIVE AND/OR NON-VEGETATIVE COVER. THE NOTICE OF TERMINATION FORMFROM THE PCA SHOULD BE COMPLETED WITHIN 30 DAYS OF MEETING THE CONDITIONS ABOVE. UPON MIDNIGHT OF THE POST MARKED DATE, THEPERMIT COVERAGE IS TERMINATED UNLESS OTHERWISE NOTIFIED BY THE MPCA. OR:2.WITHIN 30 DAYS OF SELLING OR OTHERWISE LEGALLY TRANSFERRING OWNERSHIP OF THE SITE IN IT'S ENTIRETY (INCLUDING STREET SWEEPING ANDSTORMWATER INFRASTRUCTURE) FROM THE ORIGINAL OWNER TO ANOTHER PARTY TAKING RESPONSIBILITY OF OWNERSHIP. THE TERMINATION ISEFFECTIVE UPON MIDNIGHT OF THE SUBMISSION DATE OF THE NOT. IF A PORTION OF THE SITE IS TRANSFERRED (I.E. OUTLOTS, LOTS/BLOCKS) THATPORTION OF THE SITE IS TERMINATED FROM THE ORIGINAL PERMIT COVERAGE AT MIDNIGHT OF THE SUBMISSION DATE. OR:3.PERMIT COVERAGE CAN BE TERMINATED IF ALL OF THE FOLLOWING ARE MET:3.a.CONSTRUCTION ACTIVITY HAS CEASED FOR 90 DAYS; AND3.b.AT LEAST 90% OF THE AREA OF THE ORIGINALLY PROPOSED ACTIVITY HAS BEEN COMPLETED AND PERMANENTLY ESTABLISHED WITH VEGETATIONOR NON-VEGETATIVE COVER; AND3.c.WHERE CONSTRUCTION ACTIVITY IS NOT COMPLETE, PERMANENT COVER HAS BEEN ESTABLISHED; AND3.d.THE SITE IS COMPLIANT WITH PERMIT SECTIONS 13.3 THROUGH 13.7.4.WHERE THE PROJECT OBTAINED PERMIT COVERAGE BUT NEVER STARTED CONSTRUCTION ACTIVITY DUE TO CANCELLATION OR OTHER REASONS,DOCUMENTATION SHOULD BE SENT TO THE PCA WITH THE NOT FORM AND IS SUBJECT TO PCA APPROVAL.WHEN SUBMITTING FOR NOT, GROUND OR AERIAL PHOTOGRAPHS MUST BE SUBMITTED SHOWING PERMANENT/VEGETATIVE COVER REQUIREMENTS HAVE BEENMET.SWPPP BMP QUANTITIESSILT FENCE4,530 LFINLET PROTECTION32 EACHMULCH3.75 TONEROSION CONTROL BLANKET15,000 SFROCK CONSTRUCTION ENTRANCE1 EACHSTREET SWEEPING1 EACHSEE LANDSCAPE PLANS FOR SEED DETAILSPOTENTIAL POLLUTANTLOCATIONCONTROL MEASURE ANTIFREEZEVARIOUSSECONDARY CONTAINMENT / DRIP PANDIESEL FUELVARIOUSSECONDARY CONTAINMENT / DRIP PANFERTILIZERLANDSCAPE CONTRACTORSECONDARY CONTAINMENTGASOLINE IN EQUIPMENT/FUELING AREASECONDARY CONTAINMENT / DRIP PANGLUE/ADHESIVESCONTRACTORSECONDARY CONTAINMENTHYDRAULIC OILS/FLUIDSCONTRACTORSECONDARY CONTAINMENTPAINTSCONTRACTORSECONDARY CONTAINMENTGREASECONTRACTORSECONDARY CONTAINMENT / DRIP PANSANITARY WASTEPORTABLE BATHROOMSSERVICE PROVIDER TO SECURE UNITS FROMTIPPING OVER AND MAINTAINEDSOIL AMENDMENTS VARIOUS SECONDARY CONTAINMENTLANDSCAPING MATERIALSLANDSCAPECONTRACTORCONTRACTOR RESPONSIBLECONCRETETRUCK WASHOUT WASHOUT AREACONCRETE / MORTAR MOBILE MIXERS.C. / WASHOUT AREA SHEET NUMBER:VERTICAL SCALE:DATE:PREPARED FOR:OFHORIZONTAL SCALE:DRAWN:CHECKED:DESIGNED:INITIAL ISSUE:REVISIONS:Phone   :hLWeZaWer 'rLYe 6XLWe Fax  0LnneWonNa 01 Toll Free  DATE:LICENSE NO.I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY MEOR UNDER MY DIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWSOF THE STATE OF MINNESOTAN:\0051216.00\DWG\CIVIL\FINAL\GRADING\0051216.00S-SWPP01.DWG 1313PROJECT NUMBER: 0051216.00COTTAGE GROVE, MINNESOTA06/20/24CHFCHFCHF© 2024 Westwood Professional Services, Inc.SUMMER VALLEYSWPPP MAPS17305 CEDAR AVE S #200LAKEVILLE, MN 55044SUMMER VALLEY05/21/245620806/20/24CHRISTIAN FROEMKESUMMERGATE DEVELOPMENT INC.Common Ground AllianceCall 48 Hours before digging:811 or call811.com###### OR ##06/20/24....CITY COMMENTS....SWPPP AMENDMENTSTHIS PLAN AND THE ATTACHMENTS MUST BE AMENDED WITHIN 7 DAYS TO INCLUDE ADDITIONAL REQUIREMENTS OR MODIFIED REQUIREMENTS WHICH TAKE PLACEDURING CONSTRUCTION IF ONE OR MORE OF THE FOLLOWING OCCUR:1.THERE IS A CHANGE IS DESIGN CONSTRUCTION, OPERATION, MAINTENANCE, WEATHER OR SEASONAL CONDITIONS THAT SIGNIFICANTLY IMPACTS THE DISCHARGE OFPOLLUTANTS FROM THE SITE TO SURFACE OR GROUNDWATER.2.INSPECTIONS OR INVESTIGATIONS BY THE SITE OWNER, OPERATOR, ENVIRONMENTAL PROTECTION AGENCY, MINNESOTA POLLUTION CONTROL AGENCY OFFICIALSINDICATE THIS PLAN IS NOT EFFECTIVE IN ELIMINATING OR SIGNIFICANTLY MINIMIZING THE DISCHARGE OF POLLUTANTS.3.THIS SWPPP IN NOT ACHIEVING THE GENERAL OBJECTIVES OF MINIMIZING POLLUTANTS IN STORMWATER DISCHARGES OR IF THIS PLAN IS NOT CONSISTENT WITH THEMN R1000011 CONSTRUCTION GENERAL PERMIT.4.IF THE MPCA NOTIFIES THE OWNER AND/OR OPERATOR (i.e. PERMITTEES) THAT ADDITIONAL REQUIREMENTS ARE NEEDED, REQUIREMENTS ARE NOT BEING NET FORTMDL OR OTHER WATER QUALITY STANDARDS, OR THAT THE SWPPP DID NOT INCORPORATE THE NECESSARY REQUIREMENTS.5.CHANGES INVOLVING THE USE OF A LESS STRINGENT BMP MUST INCLUDE A JUSTIFICATION DESCRIBING HOW THE REPLACEMENT BMP IS EFFECTIVE FOR THE SITECHARACTERISTICS.THE FOLLOWING TABLE SHOULD BE COMPLETED AS NECESSARY DURING CONSTRUCTION TO DOCUMENT CHANGES AND AMENDMENTS TO THIS DOCUMENT.AMENDMENTS MUST BE MADE BY ONE OF THE FOLLOWING INDIVIDUALS:THOSE PREPARING THIS DOCUMENT; THOSE OVERSEEING THE IMPLEMENTATION OF THE SWPPP;THOSE REVISING THE SWPPP; THOSE PERFORMING INSPECTIONS FOR THE PROJECT; AND/OR OTHER QUALIFIED INDIVIDUAL.PLACE THE AMENDMENT NUMBER NEXT TO ALL APPLICABLE CHANGES, REDLINES, AND INFORMATION IN THE DOCUMENT TO REFERENCE BACK TO THE CHANGESSUMMARIZED BELOW.AMENDMENT NO.VICINITY MAP/IMPAIRED WATERS MAPSOIL MAP UNIT SYMBOL LEGENDDETERMINATION; PERMITTEES TO CONSIDER PUBLIC SAFETY, SITE FACTORS SUCH AS SITE SOILS, SLOPE, AND AVAILABLEDATEREASON, LOCATION, AND BRIEF DESCRIPTION OF CHANGE OR AMENDMENTREQUESTED BYPREPARED BYWEB SOIL SURVEY MAP N:\0051216.00\DWG\CIVIL\FINAL\U&S\0051216.00C-CVF01.DWG SUMMER VALLEY © 2024 Westwood Professional Services, Inc.SHEET INDEXCONSTRUCTION PLANSSUMMER VALLEYCOTTAGE GROVE, MINNESOTAPREPARED FOR:SUMMERGATE DEVELOPMENT INC.17305 CEDAR AVE S #200LAKEVILLE, MN 55044CONTACT: BRYAN TUCKERPHONE: 612-490-0982EMAIL: BRYANT@SUMMER-GATE.COMSITEVicinity Map(NOT TO SCALE)SHEETSREVISIONDATENO.0106/20/24CITY COMMENTSALL..................SANITARY SEWER, WATER MAIN,STORM SEWER, AND STREETSPREPARED BY:PROJECT NUMBER: 0051216.00CONTACT: CHRISTIAN FROEMKEPhone   :hLWeZaWer 'rLYe 6XLWe Fax  0LnneWonNa 01 Toll Free  CONSTRUCTION PLANSSUMMER VALLEYCOTTAGE GROVE, MINNESOTAFORFORSANITARY SEWER, WATER MAIN,STORM SEWER, AND STREETSINITIAL SUBMITTAL DATE: 05/21/24SHEET: 1 OF 28PROJECT NUMBER: 0051216.00FORFORBENCHMARKSBM-1MNDT POINT FREDIN MNDTHORIZONTAL DATUM1983NAD (2011 ADJ) WASHINGTON COUNTY COORDINATE SYSTEM, USSURVEY FEETVERTICAL DATUM1988NAVD, US SURVEY FEETSheet List TableSheet NumberSheet Title1Cover2Overall Utility Plan3Sanitary Sewer & Watermain Construction Plan4Sanitary Sewer & Watermain Construction Plan5Sanitary Sewer & Watermain Construction Plan6Sanitary Sewer & Watermain Construction Plan7Street & Storm Sewer Construction Plan8Street & Storm Sewer Construction Plan9Street & Storm Sewer Construction Plan10Street & Storm Sewer Construction Plan11Backyard Storm Sewer Construction Plan12Intersection Details13Intersection Details14Intersection Details15Details16Details17Details18Details19Details20Details21MNDOT Pedestrian Ramp Details22MNDOT Pedestrian Ramp Details23MNDOT Pedestrian Ramp Details24MNDOT Pedestrian Ramp Details25MNDOT Pedestrian Ramp Details26MNDOT Pedestrian Ramp Details27Signage Plan28Lighting PlanNOTEUNLESS OTHERWISE NOTED, ALL MATERIALS, CONST. TECHNIQUES ANDTESTING SHALL CONFORM TO THE CITY OF COTTAGE GROVE'S STANDARDSPECIFICATIONS FOR STREET & UTILITY CONSTRUCTION - 2024. SSSWATWATSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSANSAN STOSTOSTO WATWAT SANSAN WATWATSTOSTOSANSANSTOSTOSTO FOGASGASSTSTSTSSANSANST12 13 14 15 16 17 181920 21 2223242526272813 14150123 45 0001 01230123 01 010 12340 012010100 00STST 012345678910111231234567891011121314 1234567891011121314151617181920221221OUTLOT BOUTLOT A122333445123456789101112131415161718192021222324252627282930EX MH-1RE=911.24IE=896.83 (8" N)IE=896.73 (8" S)D=14.5MH-2MH-3MH-4MH-11MH-5MH-6MH-7MH-8MH-9MH-10MH-13MH-14MH-15MH-20MH-16MH-17MH-18MH-19MH-12CBMH-135CBMH-136CB-137STMH-134STMH-132STMH-131CBMH-126CBMH-127STMH-123CBMH-124CB-125STMH-120CBMH-101CBMH-140CB-141CBMH-102CB-103CBMH-104STMH-106CBMH-108CBMH-109CBMH-110CBMH-113CBMH-114CB-115CBMH-116CBMH-117CBMH-118STMH-119CB-112CB-107FES-100FES-300STMH-301FES-302CB-202CBMH-201FES-200CB-133CB-129CBMH-128CBMH-121STMH-130NWLNWL NWLNWL NWL NWL NWLNWLNWL NWLNWLNWLNWLNW L NW LNWL NWL NWL NWL NWL NWL NWL NWLNWLEX POND 1OUTLET=902.8BOTTOM=895.0PR HWL=905.2EX HWL=907.1EOF=910.0EX INFILTRATION BASIN 1NWL=901.3OUTLET=902.8BOTTOM=901.3EX HWL=907.0PR HWL=904.8INFILTRATION BASINOUTLET=902.8BOTTOM=901.0HWL=905.2EOF=905.2TOP OF BERM=906.0EXPANDED PONDOUTLET=902.8BOTTOM=895.0HWL=905.2EOF=910.0CB-122N:\0051216.00\DWG\CIVIL\FINAL\U&S\0051216.00C-OAF01.DWG 282PROJECT NUMBER: 0051216.00COTTAGE GROVE, MINNESOTA06/20/24CHFCHFCHF© 2024 Westwood Professional Services, Inc.SUMMER VALLEYOVERALL UTILITY PLAN17305 CEDAR AVE S #200LAKEVILLE, MN 55044SUMMER VALLEY05/21/245620806/20/24CHRISTIAN FROEMKESUMMERGATE DEVELOPMENT INC.CONSTRUCTION PLANSSHEET NUMBER:VERTICAL SCALE:DATE:PREPARED FOR:OFHORIZONTAL SCALE:DRAWN:CHECKED:DESIGNED:INITIAL ISSUE:REVISIONS:Phone   :hLWeZaWer 'rLYe 6XLWe Fax  0LnneWonNa 01 Toll Free  DATE:LICENSE NO.I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY MEOR UNDER MY DIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWSOF THE STATE OF MINNESOTACommon Ground AllianceCall 48 Hours before digging:811 or call811.com80'16' OR 8'0'80'160'240'1" = 80'06/20/24....CITY COMMENTS....SANEXISTINGPROPOSEDWATWATOVERALL UTILITY LEGEND1.THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS PRIOR TO CONSTRUCTION ANDNOTIFY THE OWNER OF ANY DIFFERENCES.2.UNLESS OTHERWISE NOTED, ALL MATERIALS, CONST. TECHNIQUES AND TESTING SHALLCONFORM TO THE CITY OF COTTAGE GROVE'S STANDARD SPECIFICATIONS FOR STREET &UTILITY CONSTRUCTION - 2024.3.THE CONTRACTOR SHALL RECEIVE THE NECESSARY PERMITS FOR ALL WORK OUTSIDE OF THEPROPERTY LIMITS.4.VERIFY EXISTING INVERT LOCATION & ELEVATION PRIOR TO BEGINNING CONSTRUCTION.5.THE CONTRACTOR SHALL CONTACT "GOPHER STATE ONE CALL" FOR FOR UTILITY LOCATIONSPRIOR TO UTILITY INSTALLATION.GENERAL UTILITY NOTESSDTSANITARY SEWERSTORM SEWERWATER MAINHYDRANTDRAIN TILEFUTUREREMOVE PLUG & CONNECTTO EX. SANITARY MHCONNECT TO EXISTING 8"WATERMAINCONNECT TO EXISTING 8"WATERMAINCONNECT TO EXISTING 8"WATERMAINROLLING MEADOWSNORTHWICK PARKPARKVIEW POINTPARKVIEW POINTJEFFERY AVENUE S.SEE SHEETS 6 & 10JENNIFER AVENUE S.SEE SHEETS 5 &9JENSON AVENUE S.SEE SHEETS 3 & 7 63RD STREET S.SEE SHEETS 4 & 8JENSON ALCOVE S.SEE SHEETS 4 & 8STORM SEWER CASTING SCHEDULESTRUCTURECASTINGTYPECITY DETAIL PLATENUMBERTYPESIZE100FES42"w/TRASHGUARDSTO-11101CBMH (3.0'SUMP)84"R-3067-VSTO-6102CBMH60"R-3067-VBSTO-5103CB2'X3'R-3067-VBSTO-7104CBMH60"R-3067-VSTO-5106STMH60"R-1642BST0-3107CB48"R-4342STO-9108CBMH60"R-3067-VSTO-5109CBMH60"R-3067-VSTO-5110CBMH60"R-3501STO-5112CB48"R-4342STO-9113CBMH60"R-3067-VSTO-5114CBMH48"R-3067-VBSTO-5115CB2'X3'R-3067-VBSTO-7116CBMH72"R-3067-VBSTO-5117CBMH60"R-3067-VBSTO-5118CBMH60"R-4342STO-9119STMH48"R-1642BSTO-3120STMH60"R-1642BSTO-3121CBMH48"R-4342STO-9122CB48"R-4342STO-9123STMH60"R-1642BSTO-3124CBMH48"R-3067-VBSTO-5125CB2'X3'R-3067-VBSTO-7126CBMH60"R-3067-VBSTO-5127CBMH48"R-3067-VBSTO-5128CBMH48"R-4342STO-9129CB48"R-4342STO-9130STMH48"R-1642BSTO-3131STMH48"R-1642BSTO-3132STMH60"R-1642BSTO-3133CB48"R-4342STO-9134STMH48"R-1642BSTO-3135CBMH48"R-3067-VBSTO-5136CBMH48"R-3067-VBSTO-5137CB48"R-4342STO-9140CBMH48"R-3067-VBSTO-5141CB2'x3'R-3067-VBSTO-7200FES15"w/TRASHGUARDSTO-11201CBMH48"R-4342STO-9202CBMH48"R-4342STO-9300FES24"w/TRASHGUARDSTO-11301STMH48"R-1642BSTO-3302FES24"w/TRASHGUARDSTO-11SEE SHEET 10SEE SHEET 10SEE SHEET 10SEE SHEET 11SEE SHEET 11 Street 189089590090591091592092593089089590090591091592092593012+5013+0014+0015+0016+0017+0018+0019+0020+0021+0021+50EX MH-1STA: 13+03RE=911.24IE=896.83 (8" N)IE=896.73 (8" S)D=14.5MH-2STA: 14+57RE=911.90IE=897.45 (8" N)IE=897.45 (8" W)IE=897.45 (8" S)D=14.5MH-3STA: 16+42RE=912.57IE=898.19 (8" N)IE=898.19 (8" S)D=14.4MH-4STA: 17+63RE=911.52IE=898.67 (8" N)IE=898.67 (8" E)IE=898.67 (8" S)D=12.8MH-5STA: 19+48RE=910.83IE=899.41 (8" N)IE=899.41 (8" S)D=11.4MH-6STA: 20+26RE=911.42IE=899.72 (8" NE)IE=899.72 (8" S)D=11.7MH-7STA: 20+89RE=911.89IE=899.97 (8" NE)IE=899.97 (8" NW)IE=899.97 (8" SW)D=11.9154 LF-8" PVC SDR 35 @ 0.40%185 LF-8" PVC SDR 35 @ 0.40%121 LF-8" PVC SDR 35 @ 0.40%185 LF-8" PVC SDR 35 @ 0.40%78 LF-8" PVCSDR 35 @0.40%63 LF-8" PVCSDR 35 @0.40%51 LF-8" PVCSDR 35 @0.40%MH-8STA: 21+40RE=912.27IE=900.17 (8" E)IE=900.17 (8" SW)D=12.1TOP OF WMCONNECT TO EX.STA=13+03ELEV=902.5TOP OF WMSTA=14+43ELEV=901.18"x 8" TEESTA=14+67ELEV=904.2TOP OF WMSTA=16+12ELEV=902.4BOT OF STMSTA=14+43ELEV=903.13TOP OF WMSTA=21+50ELEV=904.0BOT OF STMSTA=16+12ELEV=904.41TOP OF WMSTA=18+92ELEV=902.7BOT OF STMSTA=18+92ELEV=904.66BOT OF STMSTA=21+27ELEV=906.35TOP OF WMSTA=21+27ELEV=904.48"x 8" TEESTA=17+73ELEV=903.78"x8" TEESTA=21+01ELEV=904.17847'-8" DIP CL. 52 W.M.7.5' MIN. COVER8"x 6" TEE (HYD)STA=17+58ELEV=903.8SWATWATSTOSTOSTOSTOSTOSTOSTOSTOSTOSANSANGASSSANSAN13141516171819202122 01 001 0123 3 0100STST 1011EX MH-1RE=911.24IE=896.83 (8" N)IE=896.73 (8" S)D=14.5MH-2MH-3MH-4MH-5MH-6MH-7MH-8MH-9MH-128" GVSTA 13+039.4' L8"x8" TEESTA 14+679.4' L8" GVSTA 14+879.6' L8"x8" TEESTA 17+739.3' L8" GVSTA 20+979.1' L8"x8" TEESTA 21+018.7' L8" 11.25° BENDSTA 16+4110.0' L8" 22.5° BENDSTA 19+4810.2' L8" 22.5° BENDSTA 20+2610.2' L8" 22.5° BENDSTA 20+8910.1' L8" 22.5° BENDSTA 0+6910.1' RMH7 - MH128908959009059109159208908959009059109159200+001+001+50MH-7STA: -0+00RE=911.89IE=899.97 (8" NE)IE=899.97 (8" NW)IE=899.97 (8" SW)D=11.964 LF-8" PVCSDR 35 @0.98%MH-12STA: 0+64RE=912.57IE=900.60 (8" SE)D=12.08"x6" REDUCERSTA=0+76ELEV=905.40HYDSTA=0+81ELEV=905.40TOP OF WMSTA=0+10ELEV=904.266'-8" DIP CL. 52 W.M.7.5' MIN. COVERN:\0051216.00\DWG\CIVIL\FINAL\U&S\0051216.00C-UTF01.DWG 283PROJECT NUMBER: 0051216.00COTTAGE GROVE, MINNESOTA06/20/24CHFCHFCHF© 2024 Westwood Professional Services, Inc.SUMMER VALLEYSANITARY SEWER &WATERMAINCONSTRUCTION PLAN17305 CEDAR AVE S #200LAKEVILLE, MN 55044SUMMER VALLEY05/21/245620806/20/24CHRISTIAN FROEMKESUMMERGATE DEVELOPMENT INC.CONSTRUCTION PLANSSHEET NUMBER:VERTICAL SCALE:DATE:PREPARED FOR:OFHORIZONTAL SCALE:DRAWN:CHECKED:DESIGNED:INITIAL ISSUE:REVISIONS:Phone   :hLWeZaWer 'rLYe 6XLWe Fax  0LnneWonNa 01 Toll Free  DATE:LICENSE NO.I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY MEOR UNDER MY DIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWSOF THE STATE OF MINNESOTACommon Ground AllianceCall 48 Hours before digging:811 or call811.com50'10' OR 5'0'50'100'150'1" = 50'06/20/24....CITY COMMENTS....JENSEN AVENUE S. | 63RD STREET S.LEGENDSANITARY SEWER SERVICE WYE LOCATION ONMAIN LINE FROM DOWNSTREAM MANHOLESANITARY SEWER SERVICEINVERT ELEVATION @ EASEMENT LINEDENOTES ELEVATION OF THE TOP OF WATERSERVICE STOP BOXWATER SERVICE TO THIS LOT SHALL BEINSTALLED UNDER PROPOSED STORM SEWER& SHALL MAINTAIN A MINIMUM VERTICALSEPARATION FROM STORM PIPE OF 2.0 FEETX.X' RISERXXX.XSANITARY SEWER SERVICE TO THIS LOT SHALLBE INSTALLED UNDER PROPOSED STORM SEWER- INSTALL RISER AT PROPERTY LINEWYE = X+XXBA1.FLAG HYDRANTS.2.UNLESS OTHERWISE NOTED, ALL MATERIALS, CONST.TECHNIQUES AND TESTING SHALL CONFORM TO THE CITY OFCOTTAGE GROVE'S STANDARD SPECIFICATIONS FOR STREET &UTILITY CONSTRUCTION - 2024.GENERAL NOTESXXX.X901.5WYE=0+43911.7901.5WYE=0+81911.8902.0WYE=0+15912.4902.5WYE=0+81912.9902.4WYE=0+29912.7901.9WYE=0+95912.1901.2WYE=1+08911.0901.9WYE=0+42911.7901.2WYE=1+52911.0901.5WYE=0+17911.4902.7WYE=0+71912.0903.0WYE=0+34913.2901.7WYE=0+92911.1901.2WYE=1+20911.0901.7WYE=0+56911.7212221141313122019141516171819202122232425987610BLOCK 5BLOCK 4BLOCK 3BLOCK 2REMOVE PLUG & CONNECT TOEXISTING SANITARY MHREMOVE PLUG & CONNECTTO EXISTING 8" DIP WATER MAINHYD w/ AUX VALVE5' - 6" DIP8" X 6" REDUCERGRND EL. = 913.2DRAINAGE & UTILITYEASEMENT (TYP.)1" COPPER SERVICEw/ CURB STOP (TYP.)4" PVC SCH 40SAN SERVICE (TYP.)BABABABABABABUBBLEJENNIFER AVENUE S.SEE SHEET 5 JENSON ALCOVE S. SEE SHEET 4 63RD STREET S. SEE SHEET 4 JENSEN AVENUE S.HYD w/ AUX VALVE10' - 6" DIP8" X 6" TEEGRND EL. = 911.7 Street 189590090591091592092589590090591091592092521+0022+0023+0024+0025+0026+0026+50MH-10STA: 25+64RE=914.97IE=902.97 (8" W)D=12.0MH-9STA: 22+07RE=912.31IE=900.44 (8" E)IE=900.44 (8" W)D=11.966 LF-8" PVCSDR 35 @0.40%357 LF-8" PVC SDR 35 @ 0.71%MH-8STA: 21+40RE=912.27IE=900.17 (8" E)IE=900.17 (8" SW)D=12.18"x6" TEE (HYD)CONNECT TO EX.STA=25+27ELEV=906.6BOT OF STMSTA=23+28ELEV=906.56TOP OF WMSTA=23+28ELEV=903.8TOP OF WMSTA=21+50ELEV=904.0475'-8" DIP CL. 52 W.M.7.5' MIN. COVERJENSEN ALCOVE S.JEN S E N A V E N U E S .INFILTRATION BASIN16 17 181920 0123 453 01230MH-4MH-118" GVSTA 0+304.8' L8" 22.5° BEND& 8" 11.25° BENDSTA 3+745.7' RStreet 48959009059109159209258959009059109159209250+001+002+003+004+005+005+50MH-4STA: 0+00RE=911.52IE=898.67 (8" N)IE=898.67 (8" E)IE=898.67 (8" S)D=12.8362 LF-8" PVC SDR 35 @ 1.56%MH-11STA: 3+88RE=916.30IE=904.30 (8" W)D=12.0HYD.STA=4+00ELEV=908.55BOT OF STMSTA=0+53ELEV=906.43BOT OF STMSTA=0+13ELEV=904.07TOP OF WMSTA=0+13ELEV=902.1TOP OF WMSTA=-0+10ELEV=903.7384'-8" DIP CL. 52 W.M.7.5' MIN. COVER8"x6" REDUCERSTA=3+95ELEV=908.55SWATSTONWL20 21 222324252600101012 3MH-6MH-7MH-8MH-9MH-10MH-128" 22.5° BENDSTA 21+4010.1' L8" 11.25° BENDSTA 22+0710.1' L8" GVSTA 26+119.2' LN:\0051216.00\DWG\CIVIL\FINAL\U&S\0051216.00C-UTF01.DWG 284PROJECT NUMBER: 0051216.00COTTAGE GROVE, MINNESOTA06/20/24CHFCHFCHF© 2024 Westwood Professional Services, Inc.SUMMER VALLEYSANITARY SEWER &WATERMAINCONSTRUCTION PLAN17305 CEDAR AVE S #200LAKEVILLE, MN 55044SUMMER VALLEY05/21/245620806/20/24CHRISTIAN FROEMKESUMMERGATE DEVELOPMENT INC.CONSTRUCTION PLANSSHEET NUMBER:VERTICAL SCALE:DATE:PREPARED FOR:OFHORIZONTAL SCALE:DRAWN:CHECKED:DESIGNED:INITIAL ISSUE:REVISIONS:Phone   :hLWeZaWer 'rLYe 6XLWe Fax  0LnneWonNa 01 Toll Free  DATE:LICENSE NO.I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY MEOR UNDER MY DIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWSOF THE STATE OF MINNESOTACommon Ground AllianceCall 48 Hours before digging:811 or call811.com50'10' OR 5'0'50'100'150'1" = 50'06/20/24....CITY COMMENTS....LEGENDSANITARY SEWER SERVICE WYE LOCATION ONMAIN LINE FROM DOWNSTREAM MANHOLESANITARY SEWER SERVICEINVERT ELEVATION @ EASEMENT LINEDENOTES ELEVATION OF THE TOP OF WATERSERVICE STOP BOXWATER SERVICE TO THIS LOT SHALL BEINSTALLED UNDER PROPOSED STORM SEWER& SHALL MAINTAIN A MINIMUM VERTICALSEPARATION FROM STORM PIPE OF 2.0 FEETX.X' RISERXXX.XSANITARY SEWER SERVICE TO THIS LOT SHALLBE INSTALLED UNDER PROPOSED STORM SEWER- INSTALL RISER AT PROPERTY LINEWYE = X+XXBA1.FLAG HYDRANTS.2.UNLESS OTHERWISE NOTED, ALL MATERIALS, CONST.TECHNIQUES AND TESTING SHALL CONFORM TO THE CITY OFCOTTAGE GROVE'S STANDARD SPECIFICATIONS FOR STREET &UTILITY CONSTRUCTION - 2024.GENERAL NOTESXXX.XJENSEN AVENUE S. | 63RD STREET S.JENSEN ALCOVE S.903.3WYE = 0+57913.5903.3WYE=0+44913.3902.8WYE=0+42912.8902.5WYE=0+18912.6902.7WYE=0+98912.0903.0WYE=1+41911.9903.5WYE=2+07912.8904.5WYE=2+72913.9905.3WYE=3+37915.1902.3WYE=0+47912.4902.8WYE=1+13911.9903.1WYE=1+50912.0903.6WYE=2+16913.0904.5WYE=2+83914.1905.0WYE=3+49915.3902.0WYE=0+78911.5903.3WYE=1+43912.7905.0WYE=2+08914.8906.0WYE=2+71916906.0WYE=3+29916.4906.0WYE=3+47916.6906.0WYE=3+53916.6906.0WYE=3+35916.5905.7WYE=2+35915.2906.0WYE = 3+04916.2904.5WYE=1+69913.53029282726252423227654321891011121315141617181920BLOCK 4BLOCK 4BLOCK 3REMOVE PLUG & CONNECTTO EXISTING 8" DIP WATER MAINHYD w/ AUX VALVE10' - 6" DIP8" X 6" TEEGRND EL. = 914.5HYD w/ AUX VALVE5' - 6" DIP8" X 6" REDUCERGRND EL. = 916.41" COPPER SERVICEw/ CURB STOP (TYP.)DRAINAGE & UTILITYEASEMENT (TYP.)4" PVC SCH 40SAN SERVICE (TYP.)DRAINAGE & UTILITYEASEMENT (TYP.)4" PVC SCH 40SAN SERVICE (TYP.)1" COPPER SERVICEw/ CURB STOP (TYP.)BABAJENSEN AVENUE S.SEE SHEET 3 63RD STREET S.JENSEN AVENUE S. SEE SHEET 4 JENSEN ALCOVE S.REMOVE & SALVAGEEXISTING HYDRANT SGASS131415161718192021150 0000123 0123 0 1 0 1010 0 01234567891011MH-2MH-13MH-14MH-15MH-20MH-16MH-17MH-18MH-198" GVSTA 11+0710.0' L8"x8" TEESTA 8+2811.4' L8" GVSTA 2+7710.0' R8"x8" TEESTA 2+6710.0' R8" 11.25° BENDSTA 9+6310.0' L8" 22.5° BENDSTA 8+8110.1' L8" 22.5° BENDSTA 8+1710.1' L8" 22.5° BENDSTA 7+3410.2' L8" 22.5° BENDSTA 6+5610.1' L8" 45° BENDSTA 6+297.1' R8" 11.25° BENDSTA 0+5910.0' L8" 45° BENDSTA 0+1710.0' R8" 45° BENDSTA 0+1115.7' R8959009059109159209259308959009059109159209259300+001+002+003+004+005+006+007+008+009+0010+0011+0011+50MH-2STA: 11+37RE=911.90IE=897.45 (8" N)IE=897.45 (8" W)IE=897.45 (8" S)D=14.5MH-13STA: 9+62RE=911.52IE=899.51 (8" W)IE=899.51 (8" E)D=12.0MH-14STA: 8+81RE=912.55IE=900.34 (8" NW)IE=900.34 (8" E)D=12.2MH-15STA: 8+17RE=914.54IE=902.49 (8" NW)IE=902.49 (8" SW)IE=902.49 (8" SE)D=12.1MH-16STA: 7+35RE=917.59IE=904.00 (8" N)IE=904.00 (8" SE)D=13.6MH-17STA: 6+56RE=920.51IE=904.95 (8" N)IE=905.00 (8" S)D=15.6MH-18STA: 4+36RE=921.88IE=907.15 (8" N)IE=907.15 (8" S)D=14.7MH-19STA: 0+43RE=921.02IE=908.72 (8" S)D=12.3174 LF-8" PVC SDR 35 @ 1.18%80 LF-8" PVCSDR 35 @1.03%64 LF-8" PVCSDR 35 @3.35%82 LF-8" PVCSDR 35 @1.85%78 LF-8" PVCSDR 35 @1.28%220 LF-8" PVC SDR 35 @ 1.00%393 LF-8" PVC SDR 35 @ 0.40%8"x 8" TEESTA=11+27ELEV=904.28"x 6" TEE (HYD)STA=10+98ELEV=903.90TOP OF WMSTA=6+40ELEV=908.08"x 6" TEE (HYD)STA=5+94ELEV=914.65TOP OF WMSTA=4+60ELEV=914.3BOT OF STMSTA=4+60ELEV=915.9BOT OF STMSTA=6+40ELEV=910.0TOP OF WMSTA=6+73ELEV=911.3TOP OF WMSTA=2+90ELEV=913.0BOT OF STMSTA=2+90ELEV=915.21TOP OF SANSTA=6+40ELEV=905.88"x 6" TEE (HYD)STA=3+12ELEV=913.188"x8" TEESTA=2+67ELEV=912.85BOT OF STMSTA=1+65ELEV=912.38TOP OF WMSTA=1+65ELEV=910.4BOT OF STMSTA=10+27ELEV=906.5TOP OF WMSTA=10+27ELEV=903.48"x8" TEESTA=8+28ELEV=906.41111'-8" DIP CL. 52 W.M.7.5' MIN. COVERMH15 - MH208908959009059109159209258908959009059109159209250+001+002+00MH-15STA: 0+00RE=914.54IE=902.49 (8" NW)IE=902.49 (8" SW)IE=902.49 (8" SE)D=12.159 LF-8" PVCSDR 35 @0.40%MH-20STA: 0+59RE=914.80IE=902.73 (8" NE)D=12.1BOT OF STMSTA=0+27ELEV=905.21TOP OF WMSTA=0+27ELEV=903.28"x6" REDUCERSTA=0+84ELEV=907.07HYDSTA=0+92ELEV=907.00TOP OF WMSTA=-0+11ELEV=906.8TOP OF WMSTA=0+10ELEV=906.6TOP OF WMSTA=0+48ELEV=906.998'-8" DIP CL. 52 W.M.7.5' MIN. COVERN:\0051216.00\DWG\CIVIL\FINAL\U&S\0051216.00C-UTF01.DWG 285PROJECT NUMBER: 0051216.00COTTAGE GROVE, MINNESOTA06/20/24CHFCHFCHF© 2024 Westwood Professional Services, Inc.SUMMER VALLEYSANITARY SEWER &WATERMAINCONSTRUCTION PLAN17305 CEDAR AVE S #200LAKEVILLE, MN 55044SUMMER VALLEY05/21/245620806/20/24CHRISTIAN FROEMKESUMMERGATE DEVELOPMENT INC.CONSTRUCTION PLANSSHEET NUMBER:VERTICAL SCALE:DATE:PREPARED FOR:OFHORIZONTAL SCALE:DRAWN:CHECKED:DESIGNED:INITIAL ISSUE:REVISIONS:Phone   :hLWeZaWer 'rLYe 6XLWe Fax  0LnneWonNa 01 Toll Free  DATE:LICENSE NO.I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY MEOR UNDER MY DIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWSOF THE STATE OF MINNESOTACommon Ground AllianceCall 48 Hours before digging:811 or call811.com50'10' OR 5'0'50'100'150'1" = 50'06/20/24....CITY COMMENTS....JENNIFER AVENUE S.901.3WYE=0+90911.6LEGENDSANITARY SEWER SERVICE WYE LOCATION ONMAIN LINE FROM DOWNSTREAM MANHOLESANITARY SEWER SERVICEINVERT ELEVATION @ EASEMENT LINEDENOTES ELEVATION OF THE TOP OF WATERSERVICE STOP BOXWATER SERVICE TO THIS LOT SHALL BEINSTALLED UNDER PROPOSED STORM SEWER& SHALL MAINTAIN A MINIMUM VERTICALSEPARATION FROM STORM PIPE OF 2.0 FEETX.X' RISERXXX.XSANITARY SEWER SERVICE TO THIS LOT SHALLBE INSTALLED UNDER PROPOSED STORM SEWER- INSTALL RISER AT PROPERTY LINEWYE = X+XXBA1.FLAG HYDRANTS.2.UNLESS OTHERWISE NOTED, ALL MATERIALS, CONST.TECHNIQUES AND TESTING SHALL CONFORM TO THE CITY OFCOTTAGE GROVE'S STANDARD SPECIFICATIONS FOR STREET &UTILITY CONSTRUCTION - 2024.GENERAL NOTESXXX.X903.0WYE=0+06912.9901.1WYE=1+25911.6908.5WYE=0+68917.8912.1WYE=0+40922.4912.1WYE=1+34922.9911.7WYE=1+78922.6911.2WYE=0+24922.1910.7WYE=0+90921.6910.2WYE=1+84920.7909.5WYE=2+51919.9909.2WYE=2+93919.9910.3WYE=3+85921.3910.2WYE=3+82921.2909.5WYE=2+90919.9909.5WYE=2+45919.9911.8WYE=0+59921.8912.4WYE=2+14922.3912.4WYE=1+72922.6912.7WYE=1+05923.1912.0WYE=0+11921.5910.5WYE=0+33919.3909.2WYE=0+50917.5906.5WYE=0+45916.2905.2WYE=0+53915.6904.3WYE=0+48914.7903.3WYE=0+72912.7901.6WYE=0+17912.1901.1WYE=1+31911.6901.1WYE=0+96911.614151617181920212223131211109876543211413121110987654321321BLOCK 3BLOCK 2BLOCK 1HYD w/ AUX VALVE10' - 6" DIP8" X 6" TEEGRND EL. = 911.7HYD w/ AUX VALVE13' - 6" DIP8" X 6" TEEGRND EL. = 922.6HYD w/ AUX VALVE10' - 6" DIP8" X 6" TEEGRND EL. = 921.1TEMP HYD w/ AUX VALVE5' - 6" DIP8" X 6" REDUCERGRND EL. = 922.4HYD w/ AUX VALVE5' - 6" DIP8" X 6" REDUCERGRND EL. = 915.2DRAINAGE & UTILITYEASEMENT (TYP.)4" PVC SCH 40SAN SERVICE (TYP.)1" COPPER SERVICEw/ CURB STOP (TYP.)BABABABABABABABABABABABABABABABUBBLEJENSEN AVENUE S.SEE SHEET 4JEFFERY AVENUE S. SEE SHEET 6JENNIFER AVENUE S. 12312123456SSTOSTOSTOSTOSTOSTOSTO WATWATWATWATWAT SANSANSAN STOFOGASGASMH-19STSTO12 13 1415012 0120012348" GVSTA 13+848.8' L8" 11.25° BENDSTA 14+5010.0' LStreet 390591091592092593093594094590591091592092593093594094513+5014+0015+0016+00BOT OF STMSTA=15+27ELEV=915.68TOP OF WMSTA=15+27ELEV=912.6TOP OF WMSTA=15+54ELEV=912.88" GV(CONNECT TO EX.)STA=13+84ELEV=918.58173'-8" DIP CL. 52 W.M.7.5' MIN. COVERN:\0051216.00\DWG\CIVIL\FINAL\U&S\0051216.00C-UTF01.DWG 286PROJECT NUMBER: 0051216.00COTTAGE GROVE, MINNESOTA06/20/24CHFCHFCHF© 2024 Westwood Professional Services, Inc.SUMMER VALLEYSANITARY SEWER &WATERMAINCONSTRUCTION PLAN17305 CEDAR AVE S #200LAKEVILLE, MN 55044SUMMER VALLEY05/21/245620806/20/24CHRISTIAN FROEMKESUMMERGATE DEVELOPMENT INC.CONSTRUCTION PLANSSHEET NUMBER:VERTICAL SCALE:DATE:PREPARED FOR:OFHORIZONTAL SCALE:DRAWN:CHECKED:DESIGNED:INITIAL ISSUE:REVISIONS:Phone   :hLWeZaWer 'rLYe 6XLWe Fax  0LnneWonNa 01 Toll Free  DATE:LICENSE NO.I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY MEOR UNDER MY DIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWSOF THE STATE OF MINNESOTACommon Ground AllianceCall 48 Hours before digging:811 or call811.com50'10' OR 5'0'50'100'150'1" = 50'06/20/24....CITY COMMENTS....JEFFERY AVENUE S.BLOCK 1BLOCK 2BLOCK 3REMOVE PLUG & CONNECTTO EXISTING 8" DIP WATER MAINDRAINAGE & UTILITYEASEMENT (TYP.)JEFFERY AVENUE S.JENNIFER AVENUE S. SEE SHEET 5 LEGENDSANITARY SEWER SERVICE WYE LOCATION ONMAIN LINE FROM DOWNSTREAM MANHOLESANITARY SEWER SERVICEINVERT ELEVATION @ EASEMENT LINEDENOTES ELEVATION OF THE TOP OF WATERSERVICE STOP BOXWATER SERVICE TO THIS LOT SHALL BEINSTALLED UNDER PROPOSED STORM SEWER& SHALL MAINTAIN A MINIMUM VERTICALSEPARATION FROM STORM PIPE OF 2.0 FEETX.X' RISERXXX.XSANITARY SEWER SERVICE TO THIS LOT SHALLBE INSTALLED UNDER PROPOSED STORM SEWER- INSTALL RISER AT PROPERTY LINEWYE = X+XXBA1.FLAG HYDRANTS.2.UNLESS OTHERWISE NOTED, ALL MATERIALS, CONST.TECHNIQUES AND TESTING SHALL CONFORM TO THE CITY OFCOTTAGE GROVE'S STANDARD SPECIFICATIONS FOR STREET &UTILITY CONSTRUCTION - 2024.GENERAL NOTESXXX.X 12131456789101819202212213345111213141516171819202122SWATSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOGASSSAN1314151617181920212223 012 01 0123 0123 10 0STST 91011CB-141CBMH-140CBMH-101STMH-120STMH-123CBMH-126STMH-130STMH-131STMH-132CBMH-121CB-122CBMH-127CBMH-128CB-12930' B-B(TYP.)20' RAD (TYP.)60' ROW(TYP.)Street 189590090591091592092593093594089590090591091592092593093594012+5013+0014+0015+0016+0017+0018+0019+0020+0021+0021+75CBMH-140STA: 13+62RE=910.85IE=906.72 (12" W)IE=906.52 (12" N)D=4.381 LF-12" RCPCL 5 @ 0.35%CBMH-101STA: 14+43RE=911.33IE=903.26 (30" W)IE=903.28 (27" N)IE=906.24 (12" S)IE=903.26 (42" E)D=11.13.0' SUMP=900.26169 LF-27" RCP CL 3 @ 0.26%STMH-120STA: 16+12RE=912.51IE=903.72 (24" N)IE=904.52 (15" W)IE=903.72 (27" S)D=8.8137 LF-24" RCP CL 3 @ 0.40%146 LF-24" RCP CL 3 @ 0.25%STMH-123STA: 17+46RE=911.27IE=904.27 (24" N)IE=906.17 (15" E)IE=904.26 (24" S)D=7.0CBMH-126STA: 18+92RE=910.12IE=905.02 (18" N)IE=904.83 (18" W)IE=904.63 (24" S)D=5.557 LF-18" RCPCL 5 @ 0.26%STMH-130STA: 19+53RE=910.63IE=905.17 (18" N)IE=905.17 (18" S)D=5.571 LF-18" RCPCL 5 @ 0.26%STMH-131STA: 20+28RE=911.20IE=905.36 (18" NE)IE=905.36 (18" S)D=5.882 LF-18" RCPCL 5 @ 0.26%STMH-132STA: 21+16RE=911.89IE=906.43 (12" N)IE=905.77 (15" E)IE=905.57 (18" SW)D=6.3H.P ELEV = 912.83H.P. STA = 15+94.68PVI STA = 15+98.14PVI ELEV = 913.01A.D. = -1.63%K = 55.3890.00' VCPVC = 15+53.14ELEV = 912.67PVT = 16+43.14ELEV = 912.61H.P ELEV = 912.44H.P. STA = 21+77.32PVI STA = 21+77.32PVI ELEV = 912.61A.D. = -1.50%K = 60.0090.00' VCPVC = 21+32.32 ELEV = 912.27 L.P ELEV = 911.36L.P. STA = 13+62.14PVI STA = 13+50.00PVI ELEV = 911.15A.D. = 2.05%K = 44.1490.48' VCPVC = 13+04.76ELEV = 911.73PVT = 13+95.24ELEV = 911.49L.P ELEV = 910.63L.P. STA = 18+93.46PVI STA = 18+90.00PVI ELEV = 910.45A.D. = 1.63%K = 55.3890.00' VCPVC = 18+45.00ELEV = 910.85PVT = 19+35.00ELEV = 910.79PVI STA = 12+91.90PVI ELEV = 911.90-1.30%0.75%-0.88%0.75%27 LF-12" RCPCL 5 @ 0.45%CB-141STA: 13+62RE=910.84IE=906.84 (12" E)D=4.0CBMH-140119 LF-12" RCP CL 5 @ 0.45%181 LF-15" RCP CL 5 @ 0.36%CBMH-121STA: 1+19RE=909.00IE=905.36 (12" N)IE=905.16 (15" E)D=3.8CB-122STA: 0+00RE=909.42IE=905.90 (12" S)D=3.5STMH-120CB-129STA: 0+00RE=909.62IE=906.10 (15" S)D=3.5202 LF-15" RCPCL 5 @ 0.33%CBMH-128STA: 2+02RE=909.45IE=905.43 (15" N)IE=905.43 (15" E)D=4.0157 LF-15" RCPCL 5 @ 0.33%CBMH-127STA: 3+59RE=910.12IE=904.91 (15" W)IE=904.91 (18" E)D=5.227 LF-18" RCP CL 5 @ 0.30%CBMH-126912.4911.6911.80910.8911.38910.3911.52910.1911.90909.8912.27909.4912.65909.2912.82 909.1 912.55 909.0 912.12 909.3 911.68 909.7 911.24 909.9 910.81 909.6 910.64 909.0 910.90 909.0 911.28 909.3 911.65 909.7 912.03 910.3 912.38 910.8 912.44 EXPANDED PONDOUTLET=902.8BOTTOM=895.0HWL=905.2EOF=910.020 CU YD CLASS III RIPRAPN:\0051216.00\DWG\CIVIL\FINAL\U&S\0051216.00C-STF01.DWG 287PROJECT NUMBER: 0051216.00COTTAGE GROVE, MINNESOTA06/20/24CHFCHFCHF© 2024 Westwood Professional Services, Inc.SUMMER VALLEYSTREET & STORM SEWERCONSTRUCTION PLAN17305 CEDAR AVE S #200LAKEVILLE, MN 55044SUMMER VALLEY05/21/245620806/20/24CHRISTIAN FROEMKESUMMERGATE DEVELOPMENT INC.CONSTRUCTION PLANSSHEET NUMBER:VERTICAL SCALE:DATE:PREPARED FOR:OFHORIZONTAL SCALE:DRAWN:CHECKED:DESIGNED:INITIAL ISSUE:REVISIONS:Phone   :hLWeZaWer 'rLYe 6XLWe Fax  0LnneWonNa 01 Toll Free  DATE:LICENSE NO.I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY MEOR UNDER MY DIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWSOF THE STATE OF MINNESOTACommon Ground AllianceCall 48 Hours before digging:811 or call811.com50'10' OR 5'0'50'100'150'1" = 50'06/20/24....CITY COMMENTS....LEGEND1.RADIUS TO BE B618 CURB & GUTTER WITH 10' TRANSITIONSFROM SURMOUNTABLE CURB & GUTTER.2.ALL RCP SHALL BE CLASS 5, UNLESS OTHERWISE NOTED.3.ALL CATCH BASIN CASTINGS IN CURB SHALL BE SUMPED 0.15FEET. MANHOLE CASTINGS IN PAVED AREAS SHALL BE SUMPED0.05 FEET. RIM ELEVATIONS SHOWN ON THE PROFILES REFLECTTHE SUMPED ELEVATIONS.4.UNLESS OTHERWISE NOTED, ALL MATERIALS, CONST.TECHNIQUES AND TESTING SHALL CONFORM TO THE CITY OFCOTTAGE GROVE'S STANDARD SPECIFICATIONS FOR STREET &UTILITY CONSTRUCTION - 2024.GENERAL NOTESEXISTINGPROPOSEDGUTTER ELEVATION900.00900.00JENSEN AVENUE S. | 63RD STREET S.STA 12+92BEGIN STREET CONSTRUCTIONMATCH EXISTINGSURMOUNTABLE CONCRETECURB & GUTTER (TYP.)5' CONCRETE SIDEWALK (TYP.)1' INSIDE ROW (TYP.)PED. RAMP w/TRUNCATED DOME (TYP.)ADJUST MH (TYP.)ADJUST G.V. (TYP.)CONSTRUCT CONCRETEHYDRANT PAD (TYP.)JENSEN AVENUE S.JENNIFER AVENUE S.SEE SHEET 9 JENSON ALCOVE S. SEE SHEET 8 63RD STREET S. SEE SHEET 8 SEE SHEET 9 PROPOSED GRADE AT CENTERLINEPROPOSED SUBGRADEEXISTING GRADE 1234567OUTLOT A34192021222324252627282930SWATWATSTOSTOSAN20 21 22232425260101CBMH-135CBMH-136CB-137STMH-134STMH-132CB-13360' ROW(TYP.)30' B-B(TYP.)Street 189590090591091592092593093594089590090591091592092593093594020+5021+0022+0023+0024+0025+0026+0026+50H.P ELEV = 912.44H.P. STA = 21+77.32PVI STA = 21+77.32PVI ELEV = 912.61A.D. = -1.50%K = 60.0090.00' VCPVC = 21+32.32ELEV = 912.27PVT = 22+22.32ELEV = 912.27H.P ELEV = 915.43H.P. STA = 26+00.69PVI STA = 25+75.69PVI ELEV = 915.25A.D. = -0.99%K = 50.3750.00' VCPVC = 25+50.69 ELEV = 914.81 PVT = 26+00.69 ELEV = 915.43 L.P ELEV = 911.57L.P. STA = 23+30.66PVI STA = 23+50.00PVI ELEV = 911.31A.D. = 2.49%K = 38.9697.12' VCPVC = 23+01.44ELEV = 911.68PVT = 23+98.56ELEV = 912.16PVI STA = 26+50.00PVI ELEV = 915.80-0.75%1.74%0.75%STMH-132STA: 21+16RE=911.89IE=906.43 (12" N)IE=905.77 (15" E)IE=905.57 (18" SW)D=6.3STMH-134STA: 21+97RE=912.11IE=906.11 (15" E)IE=906.11 (15" W)D=6.0CBMH-135STA: 23+28RE=911.05IE=906.68 (15" N)IE=906.68 (15" W)D=4.4130 LF-15" RCP CL 5 @ 0.44%76 LF-15" RCPCL 5 @ 0.44%STMH-132198 LF-12" RCP CL 5 @ 0.44%CB-133STA: 0+00RE=910.59IE=907.30 (12" S)D=3.3CBMH-13527 LF-15" RCPCL 5 @ 0.33%CBMH-136STA: 1+44RE=911.05IE=906.77 (12" N)IE=906.77 (15" S)D=4.3144 LF-12" RCPCL 5 @ 0.44%CB-137STA: 0+00RE=910.66IE=907.40 (12" S)D=3.3909.3911.65909.7912.03910.3912.38911.2912.40912.6912.06914.0911.69914.5911.62914.2912.18912.4913.06 910.1 913.93 916.0 914.80 915.4 915.43 915.8 891011121314151617181920417 18190123 453 30 STMH-123CBMH-124CB-12560' ROW(TYP.)30' B-B(TYP.)20' R A D ( T Y P . )Street 48959009059109159209259308959009059109159209259300+001+002+003+004+005+005+50H.P ELEV = 916.35H.P. STA = 3+92.14PVI STA = 3+91.20PVI ELEV = 916.60A.D. = -2.19%K = 41.1390.00' VCPVC = 3+46.20ELEV = 916.10PVT = 4+36.20ELEV = 916.12H.P ELEV = 914.88H.P. STA = 2+36.99PVI STA = 2+11.99PVI ELEV = 914.60A.D. = -2.55%K = 19.6050.00' VCPVC = 1+86.99 ELEV = 913.68 PVT = 2+36.99 ELEV = 914.88 L.P ELEV = 911.12L.P. STA = 0+59.87PVI STA = 0+74.87PVI ELEV = 910.82A.D. = 3.00%K = 30.0090.00' VCPVC = 0+29.87ELEV = 911.27PVT = 1+19.87ELEV = 911.72L.P ELEV = 911.82L.P. STA = 1+24.97PVI STA = 1+50.00PVI ELEV = 912.32A.D. = 1.67%K = 30.0050.06' VCPVC = 1+24.97 ELEV = 911.82 PVT = 1+75.03 ELEV = 913.24 PVI STA = 0+00.00 PVI ELEV = 911.57 PVI STA = 5+10.68 PVI ELEV = 915.32-1.07%-1.00%2.00%3.67%1.12%STMH-123STA: 0+13RE=911.27IE=904.27 (24" N)IE=906.17 (15" E)IE=904.26 (24" S)D=7.0CBMH-124STA: 0+60RE=910.60IE=906.52 (12" N)IE=906.32 (15" W)D=4.344 LF-15" RCPCL 5 @ 0.35%27 LF-12" RCPCL 5 @ 0.45%CB-125STA: 0+60RE=910.60IE=906.64 (12" S)D=4.0CBMH-124909.4 911.57 909.2 911.14 908.8 911.39 908.7 912.43 908.7 914.11 908.9 915.02 909.3 915.58 909.4 916.14 910.0 916.35 909.8 915.97 909.3 915.43 N:\0051216.00\DWG\CIVIL\FINAL\U&S\0051216.00C-STF01.DWG 288PROJECT NUMBER: 0051216.00COTTAGE GROVE, MINNESOTA06/20/24CHFCHFCHF© 2024 Westwood Professional Services, Inc.SUMMER VALLEYSTREET & STORM SEWERCONSTRUCTION PLAN17305 CEDAR AVE S #200LAKEVILLE, MN 55044SUMMER VALLEY05/21/245620806/20/24CHRISTIAN FROEMKESUMMERGATE DEVELOPMENT INC.CONSTRUCTION PLANSSHEET NUMBER:VERTICAL SCALE:DATE:PREPARED FOR:OFHORIZONTAL SCALE:DRAWN:CHECKED:DESIGNED:INITIAL ISSUE:REVISIONS:Phone   :hLWeZaWer 'rLYe 6XLWe Fax  0LnneWonNa 01 Toll Free  DATE:LICENSE NO.I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY MEOR UNDER MY DIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWSOF THE STATE OF MINNESOTACommon Ground AllianceCall 48 Hours before digging:811 or call811.com50'10' OR 5'0'50'100'150'1" = 50'06/20/24....CITY COMMENTS....LEGEND1.RADIUS TO BE B618 CURB & GUTTER WITH 10' TRANSITIONSFROM SURMOUNTABLE CURB & GUTTER.2.ALL RCP SHALL BE CLASS 5, UNLESS OTHERWISE NOTED.3.ALL CATCH BASIN CASTINGS IN CURB SHALL BE SUMPED 0.15FEET. MANHOLE CASTINGS IN PAVED AREAS SHALL BE SUMPED0.05 FEET. RIM ELEVATIONS SHOWN ON THE PROFILES REFLECTTHE SUMPED ELEVATIONS.4.UNLESS OTHERWISE NOTED, ALL MATERIALS, CONST.TECHNIQUES AND TESTING SHALL CONFORM TO THE CITY OFCOTTAGE GROVE'S STANDARD SPECIFICATIONS FOR STREET &UTILITY CONSTRUCTION - 2024.GENERAL NOTESEXISTINGPROPOSEDGUTTER ELEVATION900.00900.00JENSEN AVENUE S. | 63RD STREET S.JENSEN ALCOVE S.STA. 26+10END STREET CONSTRUCTIONMATCH EXISTING5' CONCRETE SIDEWALK (TYP.)1' INSIDE ROW (TYP.)PED. RAMP w/ TRUNCATED DOME (TYP.)ADJUST MH (TYP.)ADJUST G.V. (TYP.)CONSTRUCT CONCRETEHYDRANT PAD (TYP.)SURMOUNTABLE CONCRETECURB & GUTTER (TYP.)ADJUST MH (TYP.)ADJUST G.V. (TYP.)CONSTRUCT CONCRETEHYDRANT PAD (TYP.)63RD STREET S.JENSEN AVENUE S.SEE SHEET 7 JENSEN ALCOVE S.JENSEN AVENUE S . SEE SHEET 7 SURMOUNTABLE CONCRETECURB & GUTTER (TYP.)PROPOSED GRADEAT CENTERLINEPROPOSED SUBGRADEEXISTING GRADEPROPOSED GRADE AT CENTERLINEPROPOSED SUBGRADEEXISTING GRADE Street 28959009059109159209258959009059109159209250+001+002+003+004+005+006+007+008+009+0010+0011+0012+0013+0013+50H.P ELEV = 922.79H.P. STA = 5+58.34PVI STA = 5+88.17PVI ELEV = 923.07A.D. = -4.46%K = 20.1890.00' VCPVC = 5+43.17ELEV = 922.73PVT = 6+33.17ELEV = 921.40H.P ELEV = 920.92H.P. STA = 3+02.00PVI STA = 2+77.00PVI ELEV = 920.73A.D. = -0.67%K = 74.3550.00' VCPVC = 2+52.00ELEV = 920.37PVT = 3+02.00ELEV = 920.92L.P ELEV = 911.22L.P. STA = 10+27.65PVI STA = 10+28.90PVI ELEV = 911.04A.D. = 1.65%K = 54.5690.00' VCPVC = 9+83.90ELEV = 911.40PVT = 10+73.90ELEV = 911.42L.P ELEV = 919.50L.P. STA = 1+64.44PVI STA = 1+58.00PVI ELEV = 919.04A.D. = 3.20%K = 37.00118.26' VCPVC = 0+98.87ELEV = 920.08PVT = 2+17.13ELEV = 919.88L.P ELEV = 911.80L.P. STA = 9+34.33PVI STA = 8+80.57PVI ELEV = 912.23A.D. = 2.91%K = 37.00107.52' VCPVC = 8+26.80ELEV = 914.22PVT = 9+34.33ELEV = 911.80PVI STA = 0+00.00PVI ELEV = 921.84PVI STA = 11+36.60PVI ELEV = 911.950.85%-1.77%-0.80%-3.71%1.42%0.75%123 LF-30" RCP CL 3 @ 0.74%170 LF-42" RCP CL 3 @ 0.27%FES-100STA: 1+84RE=906.97IE=902.80 (42" W)D=902.8CBMH-101STA: 0+13RE=911.33IE=903.26 (30" W)IE=903.28 (27" N)IE=906.24 (12" S)IE=903.26 (42" E)D=11.1CBMH-102STA: 10+27RE=910.71IE=904.17 (30" W)IE=906.59 (12" N)IE=904.17 (30" E)D=6.566 LF-30" RCP CL 3@ 0.66%177 LF-30" RCP CL 3 @ 0.59%STMH-106STA: 8+02RE=914.92IE=909.27 (30" N)IE=906.36 (15" SW)IE=905.65 (30" E)D=9.3167 LF-30" RCP CL 3 @ 0.54%CBMH-108STA: 6+51RE=920.23IE=910.17 (30" NE)IE=910.17 (30" S)D=10.136 LF-30" RCPCL 3 @ 0.53%CBMH-109STA: 6+27RE=921.10IE=910.36 (30" N)IE=910.36 (30" SW)D=10.7166 LF-30" RCPCL 3 @ 0.52%CBMH-110STA: 4+61RE=921.59IE=911.22 (30" N)IE=916.01 (12" W)IE=911.22 (30" S)D=10.4170 LF-30" RCP CL 3 @ 0.47%CBMH-113STA: 2+90RE=920.31IE=912.02 (30" N)IE=915.35 (15" W)IE=912.02 (30" S)D=8.3126 LF-30" RCPCL 3 @ 0.45%CBMH-116STA: 1+64RE=918.99IE=912.59 (30" W)IE=912.59 (30" S)D=6.4CBMH-104STA: 9+62RE=911.06IE=904.60 (30" W)IE=904.60 (30" E)D=6.5CB-103STA: 10+27RE=910.71IE=906.71 (12" S)D=4.027 LF-12" RCPCL 5 @ 0.45%CBMH-102921.1 919.1 920.95 917.3 920.06 915.5 919.53 915.0 919.67 914.5 920.35 914.6 920.90 914.9 921.28 915.1 921.65 915.1 922.03 915.9 922.41 916.1 922.77 914.6 922.36 912.9 920.78 911.9 918.92 911.3 917.07 910.9 915.21 910.9913.43911.1912.23911.9911.67912.2911.29911.4911.27910.5911.64 8910111213147892022122133123456789101112131415161718192021222324141516171819202122 1501010123 0123 010 00 100 012345678 91011CBMH-101CBMH-102CB-103CBMH-104STMH-106CBMH-108CBMH-109CBMH-110CBMH-113CBMH-11620' RAD (TYP.)60' ROW(TYP.)30' B-B(TYP.)EXPANDED PONDOUTLET=902.8BOTTOM=895.0HWL=905.2EOF=910.020 CU YD CLASS III RIPRAP121314221251213SWATSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOGASS13141501 STST 101142" FES-10032 CU YD CLASS III RIPRAPIE=902.80CBMH-101CBMH-102CB-103CBMH-104N:\0051216.00\DWG\CIVIL\FINAL\U&S\0051216.00C-STF01.DWG 289PROJECT NUMBER: 0051216.00COTTAGE GROVE, MINNESOTA06/20/24CHFCHFCHF© 2024 Westwood Professional Services, Inc.SUMMER VALLEYSTREET & STORM SEWERCONSTRUCTION PLAN17305 CEDAR AVE S #200LAKEVILLE, MN 55044SUMMER VALLEY05/21/245620806/20/24CHRISTIAN FROEMKESUMMERGATE DEVELOPMENT INC.CONSTRUCTION PLANSSHEET NUMBER:VERTICAL SCALE:DATE:PREPARED FOR:OFHORIZONTAL SCALE:DRAWN:CHECKED:DESIGNED:INITIAL ISSUE:REVISIONS:Phone   :hLWeZaWer 'rLYe 6XLWe Fax  0LnneWonNa 01 Toll Free  DATE:LICENSE NO.I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY MEOR UNDER MY DIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWSOF THE STATE OF MINNESOTACommon Ground AllianceCall 48 Hours before digging:811 or call811.com50.000085'10' OR 5'0'50'100'150'1" = 50'06/20/24....CITY COMMENTS....LEGEND1.RADIUS TO BE B618 CURB & GUTTER WITH 10' TRANSITIONSFROM SURMOUNTABLE CURB & GUTTER.2.ALL RCP SHALL BE CLASS 5, UNLESS OTHERWISE NOTED.3.ALL CATCH BASIN CASTINGS IN CURB SHALL BE SUMPED 0.15FEET. MANHOLE CASTINGS IN PAVED AREAS SHALL BE SUMPED0.05 FEET. RIM ELEVATIONS SHOWN ON THE PROFILES REFLECTTHE SUMPED ELEVATIONS.4.UNLESS OTHERWISE NOTED, ALL MATERIALS, CONST.TECHNIQUES AND TESTING SHALL CONFORM TO THE CITY OFCOTTAGE GROVE'S STANDARD SPECIFICATIONS FOR STREET &UTILITY CONSTRUCTION - 2024.GENERAL NOTESEXISTINGPROPOSEDGUTTER ELEVATION900.00900.00JENNIFER AVENUE S.TEMPORARY TURNAROUNDSEE DETAIL STR-27 & SHEET 12SURMOUNTABLE CONCRETECURB & GUTTER (TYP.)5' CONCRETE SIDEWALK (TYP.)1' INSIDE ROW (TYP.)PED. RAMP w/TRUNCATED DOME (TYP.)ADJUST MH (TYP.)ADJUST G.V. (TYP.)CONSTRUCT CONCRETEHYDRANT PAD (TYP.)JENNIFER AVENUE S.JENSEN ALCOVE S. SEE SHEET 8 63RD STREET S.SEE SHEET 8JENSEN AVENUE S.SEE SHEET 7SEE SHEET 10SEE SHEET 10SEE SHEET 10SEE LEFTSEE RIGHT PROPOSED GRADEAT CENTERLINEEXISTING GRADEPROPOSED SUBGRADE OCS187-CBMH1179059109159209259309059109159209259300+001+002+003+00CBMH-117STA: 0+27RE=918.99IE=912.71 (30" W)IE=912.71 (30" E)D=6.3138 LF-30" RCP CL 3 @ 0.40%CBMH-118STA: 1+65RE=917.39IE=913.37 (27" NW)IE=913.26 (30" E)D=4.144 LF-27" RCPCL 3 @ 0.63%STMH-119STA: 2+09RE=924.50IE=920.05 (27" NW)IE=913.65 (27" SE)D=10.927 LF-30" RCPCL 3 @ 0.42%CBMH-116STA: 0+00RE=918.99IE=912.59 (30" W)IE=912.59 (30" S)D=6.4EX OCS-187STA: 2+68RE=925.44IE=920.30 (27" SE)D=5.159 LF-27" RCP CL 3 @ 0.42%Street 390591091592092593093590591091592092593093513+2514+0015+0016+0052 LF-15" RCPCL 5 @ 0.35%CBMH-114STA: 15+27RE=919.85IE=915.73 (12" N)IE=915.53 (15" E)D=4.3CBMH-113STA: 2+90RE=920.31IE=912.02 (30" N)IE=915.35 (15" W)IE=912.02 (30" S)D=8.327 LF-12" RCPCL 5 @ 0.45%CBMH-114CB-115STA: 15+27RE=919.85IE=915.85 (12" S)D=4.0L.P ELEV = 920.36L.P. STA = 15+26.47PVI STA = 15+05.00PVI ELEV = 920.10A.D. = 5.89%K = 11.0365.00' VCPVC = 14+72.50ELEV = 921.69PVT = 15+37.50ELEV = 920.42L.P ELEV = 923.81L.P. STA = 14+29.12PVI STA = 14+04.12PVI ELEV = 925.03A.D. = 0.09%K = 569.2150.00' VCPVC = 13+79.12ELEV = 926.28PVT = 14+29.12ELEV = 923.81PVI STA = 13+76.00PVI ELEV = 926.43PVI STA = 15+64.49PVI ELEV = 920.69-4.98%1.00%-4.89%928.5927.7922.9925.24920.0922.79917.0920.68915.1920.55 2311SSTOSTOWATWATSANSTOFOGASGASSTSTO14150120123CBMH-114CBMH-113CB-11520' RAD (TYP.)60' ROW(TYP.)30' B-B(TYP.)1231123STOSTSTO012012 CBMH-116CBMH-117CBMH-118STMH-119EX OCS-187RE=925.44IE=920.30 (27" SE)D=5.112342456781415010345CB-112CBMH-110789101112110189CB-107STMH-106CBMH112 - CBMH1109109159209259309109159209259300+001+002+00CB-112STA: 1+52RE=920.69IE=916.69 (12" E)D=4.0152 LF-12" RCP CL 5 @ 0.45%CBMH-110STA: 0+00RE=921.59IE=911.22 (30" N)IE=916.01 (12" W)IE=911.22 (30" S)D=10.4CBMH107 - STMH1069009059109159209259009059109159209250+001+002+00CB-107STA: 1+93RE=910.20IE=907.00 (15" NE)D=3.2193 LF-15" RCP CL 5 @ 0.33%STMH-106STA: 0+00RE=914.92IE=909.27 (30" N)IE=906.36 (15" SW)IE=905.65 (30" E)D=9.3N:\0051216.00\DWG\CIVIL\FINAL\U&S\0051216.00C-STF01.DWG 2810PROJECT NUMBER: 0051216.00COTTAGE GROVE, MINNESOTA06/20/24CHFCHFCHF© 2024 Westwood Professional Services, Inc.SUMMER VALLEYSTREET & STORM SEWERCONSTRUCTION PLAN17305 CEDAR AVE S #200LAKEVILLE, MN 55044SUMMER VALLEY05/21/245620806/20/24CHRISTIAN FROEMKESUMMERGATE DEVELOPMENT INC.CONSTRUCTION PLANSSHEET NUMBER:VERTICAL SCALE:DATE:PREPARED FOR:OFHORIZONTAL SCALE:DRAWN:CHECKED:DESIGNED:INITIAL ISSUE:REVISIONS:Phone   :hLWeZaWer 'rLYe 6XLWe Fax  0LnneWonNa 01 Toll Free  DATE:LICENSE NO.I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY MEOR UNDER MY DIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWSOF THE STATE OF MINNESOTACommon Ground AllianceCall 48 Hours before digging:811 or call811.com50'10' OR 5'0'50'100'150'1" = 50'06/20/24....CITY COMMENTS....LEGEND1.RADIUS TO BE B618 CURB & GUTTER WITH 10' TRANSITIONSFROM SURMOUNTABLE CURB & GUTTER.2.ALL RCP SHALL BE CLASS 5, UNLESS OTHERWISE NOTED.3.ALL CATCH BASIN CASTINGS IN CURB SHALL BE SUMPED 0.15FEET. MANHOLE CASTINGS IN PAVED AREAS SHALL BE SUMPED0.05 FEET. RIM ELEVATIONS SHOWN ON THE PROFILES REFLECTTHE SUMPED ELEVATIONS.4.UNLESS OTHERWISE NOTED, ALL MATERIALS, CONST.TECHNIQUES AND TESTING SHALL CONFORM TO THE CITY OFCOTTAGE GROVE'S STANDARD SPECIFICATIONS FOR STREET &UTILITY CONSTRUCTION - 2024.GENERAL NOTESEXISTINGPROPOSEDGUTTER ELEVATION900.00900.00JEFFERY AVENUE S.CBMH 116 - OCS 187CB 112 - CBMH 110CB 107 - STMH 1065' CONCRETE SIDEWALK (TYP.)1' INSIDE ROW (TYP.)STA. 13+28END STREET CONSTRUCTIONMATCH EXISTINGSURMOUNTABLE CONCRETECURB & GUTTER (TYP.)PED. RAMP w/TRUNCATED DOME (TYP.)ADJUST G.V. (TYP.)JEFFERY AVENUE S.JENNIFER AVENUE S.SEE SHEET 9SEE RIGHTJENNIFER AVENUE S. SEE SHEET 9 TEMPORARY TURNAROUNDSEE SHEET 12JENNIFER AVENUE S. SEE SHEET 9 JEFFERY AVENUE S.SEE LEFTJENNIFER AVENUE S.SEE SHEET 9PROPOSED GRADEAT CENTERLINEPROPOSED SUBGRADEEXISTING GRADEPROPOSED GRADEEXISTING GRADEPROPOSED GRADEEXISTING GRADEPROPOSED GRADEEXISTING GRADE 1011121314151617181944STSTO NWLNWLNWLNWLNWL NWLNWL NWL NWL NWLNWLNWLNWLNWLNWLNWLNWLNWLNWLNWLNWLNWLEX INFILTRATION BASIN 1NWL=901.3OUTLET=902.8BOTTOM=901.3EX HWL=907.0PR HWL=904.82345 01234CB-202CBMH-20115" FES-20016.25 CU YD CLASS III RIPRAPIE=902.80CBMH202 - FES2008959009059109158959009059109150+001+002+003+004+005+00CB-202STA: 0+00RE=908.92IE=904.92 (12" E)D=4.0245 LF-12" RCP CL 5 @ 0.42%CBMH-201STA: 2+45RE=908.56IE=903.89 (12" W)IE=903.69 (15" SE)D=4.9239 LF-15" RCP CL 5 @ 0.37%FES-200STA: 4+85RE=904.05IE=902.80 (15" NW)D=902.81516171819OUTLOT B45STOSTOSTOSTOSTOSTO2 345024" FES-30020 CU YD CLASS III RIPRAPIE=902.80STMH-30124" FES-30220 CU YD CLASS III RIPRAPIE=901.00FES300 - FES3028959009059109158959009059109150+001+00FES-300STA: 0+00IE=902.80 (24")FES-302STA: 0+45IE=901.00 (24")18 LF-24" RCPCL 3 @ 0.38%STMH-301STA: 0+27RE=906.00IE=901.07 (24" N)IE=901.60 (24" S)D=4.927 LF-24" RCPCL 3 @ 4.50%EX POND 1OUTLET=902.8BOTTOM=895.0PR HWL=905.2EX HWL=907.1EOF=910.0EXPANDED PONDOUTLET=902.8BOTTOM=895.0HWL=905.2EOF=910.0INFILTRATION BASINOUTLET=902.8BOTTOM=901.0HWL=905.2EOF=905.2TOP OF BERM=906.0N:\0051216.00\DWG\CIVIL\FINAL\U&S\0051216.00C-STF01.DWG 2811PROJECT NUMBER: 0051216.00COTTAGE GROVE, MINNESOTA06/20/24CHFCHFCHF© 2024 Westwood Professional Services, Inc.SUMMER VALLEYBACKYARD STORMSEWER CONSTRUCTIONPLAN17305 CEDAR AVE S #200LAKEVILLE, MN 55044SUMMER VALLEY05/21/245620806/20/24CHRISTIAN FROEMKESUMMERGATE DEVELOPMENT INC.CONSTRUCTION PLANSSHEET NUMBER:VERTICAL SCALE:DATE:PREPARED FOR:OFHORIZONTAL SCALE:DRAWN:CHECKED:DESIGNED:INITIAL ISSUE:REVISIONS:Phone   :hLWeZaWer 'rLYe 6XLWe Fax  0LnneWonNa 01 Toll Free  DATE:LICENSE NO.I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY MEOR UNDER MY DIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWSOF THE STATE OF MINNESOTACommon Ground AllianceCall 48 Hours before digging:811 or call811.com50'10' OR 5'0'50'100'150'1" = 50'06/20/24....CITY COMMENTS....LEGEND1.RADIUS TO BE B618 CURB & GUTTER WITH 10' TRANSITIONSFROM SURMOUNTABLE CURB & GUTTER.2.ALL RCP SHALL BE CLASS 5, UNLESS OTHERWISE NOTED.3.ALL CATCH BASIN CASTINGS IN CURB SHALL BE SUMPED 0.15FEET. MANHOLE CASTINGS IN PAVED AREAS SHALL BE SUMPED0.05 FEET. RIM ELEVATIONS SHOWN ON THE PROFILES REFLECTTHE SUMPED ELEVATIONS.4.UNLESS OTHERWISE NOTED, ALL MATERIALS, CONST.TECHNIQUES AND TESTING SHALL CONFORM TO THE CITY OFCOTTAGE GROVE'S STANDARD SPECIFICATIONS FOR STREET &UTILITY CONSTRUCTION - 2024.GENERAL NOTESEXISTINGPROPOSEDGUTTER ELEVATION900.00900.00CBMH 200 - FES 200FES 300 - FES 302JENSEN ALCOVE S.SEE SHEET 8SEE SHEET 9 JENSEN ALCOVE S. SEE SHEET 8PROPOSED GRADEEXISTING GRADEPROPOSED GRADEEXISTING GRADEEXISTING POND LINER TO BE RESTOREDAFTER FES AND RIP RAP INSTALLATION 1801.00%LP 0+59.87 ELEV 911.12910.872.4% 2.4%910.812.4%2.4%2.1%2.0%911.57911.331.40%910.83HP11.0910.870.90%0.90%0.61%CBMH-125RE=910.60IE=906.64 (12")CBMH-124RE=910.60IE=906.32 (15")018LP 0+59.87 ELEV 911.12910.94911.011.4 0 % JENSEN AVENUE S.JENSENALCOVE S.150.85%11JENNIFERAVENUE S.JENSEN AVENUE S.CBMH-101RE=911.33IE=903.26 (42")911.29911.30911.84911.65911.95911.69912.212.4%2.4%2.4% 2.4%HP11.4911.300.64%0.60%1.6 6 % 15110.85%911.62911.711.66%911.80911.760.8% 1.42%0.75%1.00%LP 15+26.47ELEV 920.363 919.97919.97920.61919.81920.69CBMH-115RE=919.85IE=915.85 (12")CBMH-114RE=919.85IE=915.53 (15")CBMH-113RE=920.31IE=912.02 (30")JEFFERY AVENUE S.JENNIFERAVENUE S.HP20.02.4%2.4%2.4%2.4%920.23920.991.6%2.3%1.84%0.60%0.98%LP 15+26.47ELEV 920.3630.75%1.00%919.88919.93920.02919.951.4%920.3700920.58920.72922.02922.45921.44922.26921.45922.45922.05921.48920.592.0%2.1%2.1%2.0%2.0%2.0%2.0%2.5%2.6%2.1%2.3%1.8%921.75JENNIFERAVENUE S.920.881.9%921.20921.44920.72921.09921.10N:\0051216.00\DWG\CIVIL\FINAL\U&S\0051216.00C-INF01.DWG 2812PROJECT NUMBER: 0051216.00COTTAGE GROVE, MINNESOTA06/20/24CHFCHFCHF© 2024 Westwood Professional Services, Inc.SUMMER VALLEYINTERSECTION DETAILS17305 CEDAR AVE S #200LAKEVILLE, MN 55044SUMMER VALLEY05/21/245620806/20/24CHRISTIAN FROEMKESUMMERGATE DEVELOPMENT INC.CONSTRUCTION PLANSSHEET NUMBER:VERTICAL SCALE:DATE:PREPARED FOR:OFHORIZONTAL SCALE:DRAWN:CHECKED:DESIGNED:INITIAL ISSUE:REVISIONS:Phone   :hLWeZaWer 'rLYe 6XLWe Fax  0LnneWonNa 01 Toll Free  DATE:LICENSE NO.I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY MEOR UNDER MY DIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWSOF THE STATE OF MINNESOTACommon Ground AllianceCall 48 Hours before digging:811 or call811.com###### OR ##0'10'20'30'1" = 10'06/20/24....CITY COMMENTS....LEGENDGUTTER ELEVATIONTOP OF CURB ELEVATIONFLOW DIRECTIONTRUNCATED DOMESFLOW LINEBACK OF CURBLANDING AREA - 4'x 4'MINIMUM AND MAXIMUM2.0% SLOPE IN ALLDIRECTIONSSTORM SEWER900.00900.000.00%EXISTINGPROPOSEDTC 900.001.RADIUS TO BE B618 CURB & GUTTER WITH 10' TRANSITIONSFROM SURMOUNTABLE CURB & GUTTER.2.ALL RCP SHALL BE CLASS 5, UNLESS OTHERWISE NOTED.3.ALL CATCH BASIN CASTINGS IN CURB SHALL BE SUMPED 0.15FEET. MANHOLE CASTINGS IN PAVED AREAS SHALL BE SUMPED0.05 FEET. RIM ELEVATIONS SHOWN ON THE PROFILES REFLECTTHE SUMPED ELEVATIONS.4.UNLESS OTHERWISE NOTED, ALL MATERIALS, CONST.TECHNIQUES AND TESTING SHALL CONFORM TO THE CITY OFCOTTAGE GROVE'S STANDARD SPECIFICATIONS FOR STREET &UTILITY CONSTRUCTION - 2024.GENERAL NOTESPAVED FLOWLINE 3 4 51.12%1.07%HP 3+92.14ELEV 916.353 4 5HP 3+92.14ELEV 916.351.07%915.32914.93915.99915.33914.952.5%2.8%2.7%2.6%2.6%2.5%915.72915.76HP16.9916.002.5%2.4%1.9%JENSENALCOVE S.915.68916.42916.08916.12915.7020 2 1 0.75%HP 21+77.32ELEV 912.4420 2 1 0.75%HP 21+77.32ELEV 912.44912.75912.58912.16911.74912.08910.89912.33HP13.0911.190. 6%0.7%2.1%2.5%2.2%2.8%2.5%0.6%1.8%0.7%911.52JE N S E N A V E N U E S .911.24911.802.4%2.4%2.4%912.19911.082.4%2.4%2.4%0.6%0.7% 1.8% 1.8% 1.1%911.66911.94912.22N:\0051216.00\DWG\CIVIL\FINAL\U&S\0051216.00C-INF01.DWG 2813PROJECT NUMBER: 0051216.00COTTAGE GROVE, MINNESOTA06/20/24CHFCHFCHF© 2024 Westwood Professional Services, Inc.SUMMER VALLEYINTERSECTION DETAILS17305 CEDAR AVE S #200LAKEVILLE, MN 55044SUMMER VALLEY05/21/245620806/20/24CHRISTIAN FROEMKESUMMERGATE DEVELOPMENT INC.CONSTRUCTION PLANSSHEET NUMBER:VERTICAL SCALE:DATE:PREPARED FOR:OFHORIZONTAL SCALE:DRAWN:CHECKED:DESIGNED:INITIAL ISSUE:REVISIONS:Phone   :hLWeZaWer 'rLYe 6XLWe Fax  0LnneWonNa 01 Toll Free  DATE:LICENSE NO.I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY MEOR UNDER MY DIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWSOF THE STATE OF MINNESOTACommon Ground AllianceCall 48 Hours before digging:811 or call811.com10'2' OR 1'0'10'20'30'1" = 10'06/20/24....CITY COMMENTS....LEGENDGUTTER ELEVATIONTOP OF CURB ELEVATIONFLOW DIRECTIONTRUNCATED DOMESFLOW LINEBACK OF CURBLANDING AREA - 4'x 4'MINIMUM AND MAXIMUM2.0% SLOPE IN ALLDIRECTIONSSTORM SEWER900.00900.000.00%EXISTINGPROPOSEDTC 900.001.RADIUS TO BE B618 CURB & GUTTER WITH 10' TRANSITIONSFROM SURMOUNTABLE CURB & GUTTER.2.ALL RCP SHALL BE CLASS 5, UNLESS OTHERWISE NOTED.3.ALL CATCH BASIN CASTINGS IN CURB SHALL BE SUMPED 0.15FEET. MANHOLE CASTINGS IN PAVED AREAS SHALL BE SUMPED0.05 FEET. RIM ELEVATIONS SHOWN ON THE PROFILES REFLECTTHE SUMPED ELEVATIONS.4.UNLESS OTHERWISE NOTED, ALL MATERIALS, CONST.TECHNIQUES AND TESTING SHALL CONFORM TO THE CITY OFCOTTAGE GROVE'S STANDARD SPECIFICATIONS FOR STREET &UTILITY CONSTRUCTION - 2024.GENERAL NOTESCONCRETE VALLEY GUTTERSEE DETAIL 3.71%789789916.313.3%917.45915.16914.01912.763.6%3.6%3.6%2.2%2.3%2.3%JENNIFERAVENUE S.2.4%2.4%918.92915.21912.23917.07913.432. 4% 2. 4% 2. 4 % 2. 4 %914.91913.13916.77918.64N:\0051216.00\DWG\CIVIL\FINAL\U&S\0051216.00C-INF01.DWG 2814PROJECT NUMBER: 0051216.00COTTAGE GROVE, MINNESOTA06/20/24CHFCHFCHF© 2024 Westwood Professional Services, Inc.SUMMER VALLEYINTERSECTION DETAILS17305 CEDAR AVE S #200LAKEVILLE, MN 55044SUMMER VALLEY05/21/245620806/20/24CHRISTIAN FROEMKESUMMERGATE DEVELOPMENT INC.CONSTRUCTION PLANSSHEET NUMBER:VERTICAL SCALE:DATE:PREPARED FOR:OFHORIZONTAL SCALE:DRAWN:CHECKED:DESIGNED:INITIAL ISSUE:REVISIONS:Phone   :hLWeZaWer 'rLYe 6XLWe Fax  0LnneWonNa 01 Toll Free  DATE:LICENSE NO.I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY MEOR UNDER MY DIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWSOF THE STATE OF MINNESOTACommon Ground AllianceCall 48 Hours before digging:811 or call811.com10.000026'2' OR 1'0'10'20'30'1" = 10'06/20/24....CITY COMMENTS....LEGENDGUTTER ELEVATIONTOP OF CURB ELEVATIONFLOW DIRECTIONTRUNCATED DOMESFLOW LINEBACK OF CURBLANDING AREA - 4'x 4'MINIMUM AND MAXIMUM2.0% SLOPE IN ALLDIRECTIONSSTORM SEWER900.00900.000.00%EXISTINGPROPOSEDTC 900.001.RADIUS TO BE B618 CURB & GUTTER WITH 10' TRANSITIONSFROM SURMOUNTABLE CURB & GUTTER.2.ALL RCP SHALL BE CLASS 5, UNLESS OTHERWISE NOTED.3.ALL CATCH BASIN CASTINGS IN CURB SHALL BE SUMPED 0.15FEET. MANHOLE CASTINGS IN PAVED AREAS SHALL BE SUMPED0.05 FEET. RIM ELEVATIONS SHOWN ON THE PROFILES REFLECTTHE SUMPED ELEVATIONS.4.UNLESS OTHERWISE NOTED, ALL MATERIALS, CONST.TECHNIQUES AND TESTING SHALL CONFORM TO THE CITY OFCOTTAGE GROVE'S STANDARD SPECIFICATIONS FOR STREET &UTILITY CONSTRUCTION - 2024.GENERAL NOTESPAVED FLOWLINE N:\0051216.00\DWG\CIVIL\FINAL\U&S\0051216.00C-DTF01.DWG 2815PROJECT NUMBER: 0051216.00COTTAGE GROVE, MINNESOTA06/20/24CHFCHFCHF© 2024 Westwood Professional Services, Inc.SUMMER VALLEYDETAILS17305 CEDAR AVE S #200LAKEVILLE, MN 55044SUMMER VALLEY05/21/245620806/20/24CHRISTIAN FROEMKESUMMERGATE DEVELOPMENT INC.SHEET NUMBER:VERTICAL SCALE:DATE:PREPARED FOR:OFHORIZONTAL SCALE:DRAWN:CHECKED:DESIGNED:INITIAL ISSUE:REVISIONS:Phone   :hLWeZaWer 'rLYe 6XLWe Fax  0LnneWonNa 01 Toll Free  DATE:LICENSE NO.I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY MEOR UNDER MY DIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWSOF THE STATE OF MINNESOTACommon Ground AllianceCall 48 Hours before digging:811 or call811.com###### OR ##06/20/24....CITY COMMENTS.... N:\0051216.00\DWG\CIVIL\FINAL\U&S\0051216.00C-DTF01.DWG 2816PROJECT NUMBER: 0051216.00COTTAGE GROVE, MINNESOTA06/20/24CHFCHFCHF© 2024 Westwood Professional Services, Inc.SUMMER VALLEYDETAILS17305 CEDAR AVE S #200LAKEVILLE, MN 55044SUMMER VALLEY05/21/245620806/20/24CHRISTIAN FROEMKESUMMERGATE DEVELOPMENT INC.SHEET NUMBER:VERTICAL SCALE:DATE:PREPARED FOR:OFHORIZONTAL SCALE:DRAWN:CHECKED:DESIGNED:INITIAL ISSUE:REVISIONS:Phone   :hLWeZaWer 'rLYe 6XLWe Fax  0LnneWonNa 01 Toll Free  DATE:LICENSE NO.I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY MEOR UNDER MY DIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWSOF THE STATE OF MINNESOTACommon Ground AllianceCall 48 Hours before digging:811 or call811.com###### OR ##06/20/24....CITY COMMENTS.... N:\0051216.00\DWG\CIVIL\FINAL\U&S\0051216.00C-DTF01.DWG 2817PROJECT NUMBER: 0051216.00COTTAGE GROVE, MINNESOTA06/20/24CHFCHFCHF© 2024 Westwood Professional Services, Inc.SUMMER VALLEYDETAILS17305 CEDAR AVE S #200LAKEVILLE, MN 55044SUMMER VALLEY05/21/245620806/20/24CHRISTIAN FROEMKESUMMERGATE DEVELOPMENT INC.SHEET NUMBER:VERTICAL SCALE:DATE:PREPARED FOR:OFHORIZONTAL SCALE:DRAWN:CHECKED:DESIGNED:INITIAL ISSUE:REVISIONS:Phone   :hLWeZaWer 'rLYe 6XLWe Fax  0LnneWonNa 01 Toll Free  DATE:LICENSE NO.I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY MEOR UNDER MY DIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWSOF THE STATE OF MINNESOTACommon Ground AllianceCall 48 Hours before digging:811 or call811.com###### OR ##06/20/24....CITY COMMENTS.... N:\0051216.00\DWG\CIVIL\FINAL\U&S\0051216.00C-DTF01.DWG 2818PROJECT NUMBER: 0051216.00COTTAGE GROVE, MINNESOTA06/20/24CHFCHFCHF© 2024 Westwood Professional Services, Inc.SUMMER VALLEYDETAILS17305 CEDAR AVE S #200LAKEVILLE, MN 55044SUMMER VALLEY05/21/245620806/20/24CHRISTIAN FROEMKESUMMERGATE DEVELOPMENT INC.SHEET NUMBER:VERTICAL SCALE:DATE:PREPARED FOR:OFHORIZONTAL SCALE:DRAWN:CHECKED:DESIGNED:INITIAL ISSUE:REVISIONS:Phone   :hLWeZaWer 'rLYe 6XLWe Fax  0LnneWonNa 01 Toll Free  DATE:LICENSE NO.I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY MEOR UNDER MY DIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWSOF THE STATE OF MINNESOTACommon Ground AllianceCall 48 Hours before digging:811 or call811.com###### OR ##06/20/24....CITY COMMENTS.... N:\0051216.00\DWG\CIVIL\FINAL\U&S\0051216.00C-DTF01.DWG 2819PROJECT NUMBER: 0051216.00COTTAGE GROVE, MINNESOTA06/20/24CHFCHFCHF© 2024 Westwood Professional Services, Inc.SUMMER VALLEYDETAILS17305 CEDAR AVE S #200LAKEVILLE, MN 55044SUMMER VALLEY05/21/245620806/20/24CHRISTIAN FROEMKESUMMERGATE DEVELOPMENT INC.SHEET NUMBER:VERTICAL SCALE:DATE:PREPARED FOR:OFHORIZONTAL SCALE:DRAWN:CHECKED:DESIGNED:INITIAL ISSUE:REVISIONS:Phone   :hLWeZaWer 'rLYe 6XLWe Fax  0LnneWonNa 01 Toll Free  DATE:LICENSE NO.I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY MEOR UNDER MY DIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWSOF THE STATE OF MINNESOTACommon Ground AllianceCall 48 Hours before digging:811 or call811.com###### OR ##06/20/24....CITY COMMENTS.... N:\0051216.00\DWG\CIVIL\FINAL\U&S\0051216.00C-DTF01.DWG 2820PROJECT NUMBER: 0051216.00COTTAGE GROVE, MINNESOTA06/20/24CHFCHFCHF© 2024 Westwood Professional Services, Inc.SUMMER VALLEYDETAILS17305 CEDAR AVE S #200LAKEVILLE, MN 55044SUMMER VALLEY05/21/245620806/20/24CHRISTIAN FROEMKESUMMERGATE DEVELOPMENT INC.SHEET NUMBER:VERTICAL SCALE:DATE:PREPARED FOR:OFHORIZONTAL SCALE:DRAWN:CHECKED:DESIGNED:INITIAL ISSUE:REVISIONS:Phone   :hLWeZaWer 'rLYe 6XLWe Fax  0LnneWonNa 01 Toll Free  DATE:LICENSE NO.I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY MEOR UNDER MY DIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWSOF THE STATE OF MINNESOTACommon Ground AllianceCall 48 Hours before digging:811 or call811.com###### OR ##06/20/24....CITY COMMENTS....TYPICAL SECTIONNOTES:1.RECYCLED MIXES ARE ALLOWED FOR BASEMIXTURES ONLY.2.NO RECYLCED MIXES ARE ALLOWED FORANY BITUMINOUS WEAR PLACED.A14'14'28'6'30'30'* BITUMINOUS WEDGE & CURB PROTECTION - PER DETAIL STR-27(VIRGIN WEAR COURSE - 1.5" TYPE SP 9.5 WEARING COURSE MIXTURE (3,C) (SPWEA330C)TO BE PLACED UNDER FUTURE PROJECT BY OTHERS)BASE COURSE - 2.0" TYPE SP 9.5 WEARING COURSE MIXTURE (3,C) (SPWEA330C)8" AGGREGATE BASE CL. 5 (100% CRUSHED)12" AGGREGATE BACKFILL1'TURF ESTABLISHMENT6" TOPSOIL RESPREAD3.00%2.40%1.50%10'5'1'0.5'16'6" CONCRETE WALK4" AGGREGATE BASE, CL. 5 (100% CRUSHED)D-428 SURMOUNTABLECONCRETE CURB & GUTTER(TYP)10'1.50%3.00% N:\0051216.00\DWG\CIVIL\FINAL\U&S\0051216.00C-DTF01.DWG 2821PROJECT NUMBER: 0051216.00COTTAGE GROVE, MINNESOTA06/20/24CHFCHFCHF© 2024 Westwood Professional Services, Inc.SUMMER VALLEYMNDOT PEDESTRIANRAMP DETAILS17305 CEDAR AVE S #200LAKEVILLE, MN 55044SUMMER VALLEY05/21/245620806/20/24CHRISTIAN FROEMKESUMMERGATE DEVELOPMENT INC.SHEET NUMBER:VERTICAL SCALE:DATE:PREPARED FOR:OFHORIZONTAL SCALE:DRAWN:CHECKED:DESIGNED:INITIAL ISSUE:REVISIONS:Phone   :hLWeZaWer 'rLYe 6XLWe Fax  0LnneWonNa 01 Toll Free  DATE:LICENSE NO.I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY MEOR UNDER MY DIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWSOF THE STATE OF MINNESOTACommon Ground AllianceCall 48 Hours before digging:811 or call811.com###### OR ##06/20/24....CITY COMMENTS.... N:\0051216.00\DWG\CIVIL\FINAL\U&S\0051216.00C-DTF01.DWG 2822PROJECT NUMBER: 0051216.00COTTAGE GROVE, MINNESOTA06/20/24CHFCHFCHF© 2024 Westwood Professional Services, Inc.SUMMER VALLEYMNDOT PEDESTRIANRAMP DETAILS17305 CEDAR AVE S #200LAKEVILLE, MN 55044SUMMER VALLEY05/21/245620806/20/24CHRISTIAN FROEMKESUMMERGATE DEVELOPMENT INC.SHEET NUMBER:VERTICAL SCALE:DATE:PREPARED FOR:OFHORIZONTAL SCALE:DRAWN:CHECKED:DESIGNED:INITIAL ISSUE:REVISIONS:Phone   :hLWeZaWer 'rLYe 6XLWe Fax  0LnneWonNa 01 Toll Free  DATE:LICENSE NO.I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY MEOR UNDER MY DIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWSOF THE STATE OF MINNESOTACommon Ground AllianceCall 48 Hours before digging:811 or call811.com###### OR ##06/20/24....CITY COMMENTS.... N:\0051216.00\DWG\CIVIL\FINAL\U&S\0051216.00C-DTF01.DWG 2823PROJECT NUMBER: 0051216.00COTTAGE GROVE, MINNESOTA06/20/24CHFCHFCHF© 2024 Westwood Professional Services, Inc.SUMMER VALLEYMNDOT PEDESTRIANRAMP DETAILS17305 CEDAR AVE S #200LAKEVILLE, MN 55044SUMMER VALLEY05/21/245620806/20/24CHRISTIAN FROEMKESUMMERGATE DEVELOPMENT INC.SHEET NUMBER:VERTICAL SCALE:DATE:PREPARED FOR:OFHORIZONTAL SCALE:DRAWN:CHECKED:DESIGNED:INITIAL ISSUE:REVISIONS:Phone   :hLWeZaWer 'rLYe 6XLWe Fax  0LnneWonNa 01 Toll Free  DATE:LICENSE NO.I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY MEOR UNDER MY DIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWSOF THE STATE OF MINNESOTACommon Ground AllianceCall 48 Hours before digging:811 or call811.com###### OR ##06/20/24....CITY COMMENTS.... N:\0051216.00\DWG\CIVIL\FINAL\U&S\0051216.00C-DTF01.DWG 2824PROJECT NUMBER: 0051216.00COTTAGE GROVE, MINNESOTA06/20/24CHFCHFCHF© 2024 Westwood Professional Services, Inc.SUMMER VALLEYMNDOT PEDESTRIANRAMP DETAILS17305 CEDAR AVE S #200LAKEVILLE, MN 55044SUMMER VALLEY05/21/245620806/20/24CHRISTIAN FROEMKESUMMERGATE DEVELOPMENT INC.SHEET NUMBER:VERTICAL SCALE:DATE:PREPARED FOR:OFHORIZONTAL SCALE:DRAWN:CHECKED:DESIGNED:INITIAL ISSUE:REVISIONS:Phone   :hLWeZaWer 'rLYe 6XLWe Fax  0LnneWonNa 01 Toll Free  DATE:LICENSE NO.I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY MEOR UNDER MY DIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWSOF THE STATE OF MINNESOTACommon Ground AllianceCall 48 Hours before digging:811 or call811.com###### OR ##06/20/24....CITY COMMENTS.... N:\0051216.00\DWG\CIVIL\FINAL\U&S\0051216.00C-DTF01.DWG 2825PROJECT NUMBER: 0051216.00COTTAGE GROVE, MINNESOTA06/20/24CHFCHFCHF© 2024 Westwood Professional Services, Inc.SUMMER VALLEYMNDOT PEDESTRIANRAMP DETAILS17305 CEDAR AVE S #200LAKEVILLE, MN 55044SUMMER VALLEY05/21/245620806/20/24CHRISTIAN FROEMKESUMMERGATE DEVELOPMENT INC.SHEET NUMBER:VERTICAL SCALE:DATE:PREPARED FOR:OFHORIZONTAL SCALE:DRAWN:CHECKED:DESIGNED:INITIAL ISSUE:REVISIONS:Phone   :hLWeZaWer 'rLYe 6XLWe Fax  0LnneWonNa 01 Toll Free  DATE:LICENSE NO.I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY MEOR UNDER MY DIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWSOF THE STATE OF MINNESOTACommon Ground AllianceCall 48 Hours before digging:811 or call811.com###### OR ##06/20/24....CITY COMMENTS.... N:\0051216.00\DWG\CIVIL\FINAL\U&S\0051216.00C-DTF01.DWG 2826PROJECT NUMBER: 0051216.00COTTAGE GROVE, MINNESOTA06/20/24CHFCHFCHF© 2024 Westwood Professional Services, Inc.SUMMER VALLEYMNDOT PEDESTRIANRAMP DETAILS17305 CEDAR AVE S #200LAKEVILLE, MN 55044SUMMER VALLEY05/21/245620806/20/24CHRISTIAN FROEMKESUMMERGATE DEVELOPMENT INC.SHEET NUMBER:VERTICAL SCALE:DATE:PREPARED FOR:OFHORIZONTAL SCALE:DRAWN:CHECKED:DESIGNED:INITIAL ISSUE:REVISIONS:Phone   :hLWeZaWer 'rLYe 6XLWe Fax  0LnneWonNa 01 Toll Free  DATE:LICENSE NO.I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY MEOR UNDER MY DIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWSOF THE STATE OF MINNESOTACommon Ground AllianceCall 48 Hours before digging:811 or call811.com###### OR ##06/20/24....CITY COMMENTS.... SST11 12 13 14 15 16 17 181920 21 2223242526272813 14150123 45STST 01234567891011 NWLNWL NWLNWLNWL NWL NWLNWLNWLNWLNWLNWLNWL NWLNWL NW LNWLNWLNWL NWL NWL NWL NWL NWL NWL NWLNWL12312345678910111213141234567891011121314151617181920221221OUTLOT BOUTLOT A122333445123456789101112131415161718192021222324252627282930JENSEN ALCOVE S.JEFFERY AVENUE S.JENNIFER AVENUE S.JENNIFER AVENUE S.JENSEN AVENUE S.JENSEN AVENUE S.63RD STREET S.SSSWATWATWATWAT STOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTO SANSANSANSTOSTOSTOSTO WATWAT SANSAN WATWATWATWATWATWATWAT WAT WAT WAT WAT WAT WATWATWATWAT WA TWA TWA TWA TWATWATWAT STOSTOSANSANSTOSTOSTOSTO FOGASGASSTSTSTN:\0051216.00\DWG\CIVIL\FINAL\U&S\0051216.00C-SSF01.DWG 2827PROJECT NUMBER: 0051216.00COTTAGE GROVE, MINNESOTA06/20/24CHFCHFCHF© 2024 Westwood Professional Services, Inc.SUMMER VALLEYSIGNAGE PLAN17305 CEDAR AVE S #200LAKEVILLE, MN 55044SUMMER VALLEY05/21/245620806/20/24CHRISTIAN FROEMKESUMMERGATE DEVELOPMENT INC.CONSTRUCTION PLANSSHEET NUMBER:VERTICAL SCALE:DATE:PREPARED FOR:OFHORIZONTAL SCALE:DRAWN:CHECKED:DESIGNED:INITIAL ISSUE:REVISIONS:Phone   :hLWeZaWer 'rLYe 6XLWe Fax  0LnneWonNa 01 Toll Free  DATE:LICENSE NO.I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY MEOR UNDER MY DIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWSOF THE STATE OF MINNESOTACommon Ground AllianceCall 48 Hours before digging:811 or call811.com70'14' OR 7'0'70'140'210'1" = 70'06/20/24....CITY COMMENTS.... LEGENDSIGN (SINGLE POST)EXISTINGPROPOSEDPARK/OPEN SPACE MARKERPARK/OPEN SPACEMARKER (TYP.)SIGN (DOUBLE POST)FUTUREROADEXTENSIONINSTALLBARRICADES (2-EA)(SEE DETAILS STR-31& STR-32)1.UNLESS OTHERWISE NOTED, ALL MATERIALS, CONST.TECHNIQUES AND TESTING SHALL CONFORM TO THE CITY OFCOTTAGE GROVE'S STANDARD SPECIFICATIONS FOR STREET &UTILITY CONSTRUCTION - 2024.GENERAL NOTES30" x 30" W11-2 SIGN &24" x 18" W16-7P SIGNW16-7PW11-212" WIDE SOLID WHITE PAVEMENT MARKINGS -STRIPE TEMPORARY PAVEMENT MARKINGSAFTER BITUMINOUS WEDGE IS INSTALLED.STRIPE FINAL PAVEMENT MARKINGS AFTERFINAL WEAR COURSE IS INSTALLED. SST12 13 14 15 16 17 181920 21 222324252612 13 14150123 45STST 01234567891011 NWLNWL NWLNWLNWLNWL NWL NWL NWL NWL NWL NWL NWL12312345678910111213141234567891011121314151617181920221221OUTLOT BOUTLOT A122333445123456789101112131415161718192021222324252627282930JENSEN ALCOVE S.JEFFERY AVENUE S.JENNIFER AVENUE S.JENNIFER AVENUE S.JENSEN AVENUE S.JENSEN AVENUE S.63RD STREET S.SSSWATWATSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTO SANSANSTOSTOSTOSTOSTO WATWATWATWAT SANSAN WATSTOSTOSTOSTOSTO FOGASGASSTPUGPUGPUGPUGPUGPUGPUG PUGPUGPUGPUGPUGPUGPUG PUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGHHHHHHHHHHHH RESIDENTIAL LIGHT POLE (TYP.)(SEE DETAILS LGT-3 & LGT-8)2-1/C#6,#8GNDCONNECT TOEXISTING CONDUIT2-1/C#6,#8GND2-1/C#6,#8GND2-1/C#6,#8GNDHH-1HH-2HH-3HH-4HH-6HH-5LIGHTING CURCUIT CONDUCTORSPLICE LOCATION(TYP.)LP-2LP-1LP-3LP-4LP-5LP-6LP-7LP-8LP-9LP-10INSTALL CAPPED EMPTYCONDUIT WITH PULL STRINGFOR FUTURE EXPANSIONCONNECT TOEXISTING CONDUITCONNECT TOEXISTING CONDUITN:\0051216.00\DWG\CIVIL\FINAL\U&S\0051216.00C-SSF01.DWG 2828PROJECT NUMBER: 0051216.00COTTAGE GROVE, MINNESOTA06/20/24CHFCHFCHF© 2024 Westwood Professional Services, Inc.SUMMER VALLEYLIGHTING PLAN17305 CEDAR AVE S #200LAKEVILLE, MN 55044SUMMER VALLEY05/21/245620806/20/24CHRISTIAN FROEMKESUMMERGATE DEVELOPMENT INC.CONSTRUCTION PLANSSHEET NUMBER:VERTICAL SCALE:DATE:PREPARED FOR:OFHORIZONTAL SCALE:DRAWN:CHECKED:DESIGNED:INITIAL ISSUE:REVISIONS:Phone   :hLWeZaWer 'rLYe 6XLWe Fax  0LnneWonNa 01 Toll Free  DATE:LICENSE NO.I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY MEOR UNDER MY DIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWSOF THE STATE OF MINNESOTACommon Ground AllianceCall 48 Hours before digging:811 or call811.com70'### OR ##0'70';140'210'1" = 70'06/20/24....CITY COMMENTS.... LEGENDPOLE MOUNTED LUMINAIREHANDHOLE1.5” SCH 40 PVC CONDUITHHGENERAL NOTES1.ALL CONDUIT SHALL BE 1.5” SCH 40 PVC. HDPE CONDUIT IS NOT PERMITTED.2.UNLESS OTHERWISE NOTED, ALL CONDUCTORS SHALL BE COPPER, TYPE XHHW-2,(2)#6, (1)#83.THIS PLAN SPECIFIES CONDUIT SIZE, TYPE, AND GENERAL LOCATION. THE EXACTLOCATION WILL BE DETERMINED IN THE FIELD.4.LIGHTING UNITS ARE TYPICALLY SET BACK 36" BEHIND THE BACK-OF-CURB TOCENTER OF FOUNDATION.5.ADDITIONAL LOCATIONS OF CONDUIT AND WIRING NOT IDENTIFIED MAY BEREQUIRED AS DIRECTED BY THE ENGINEER. ADDITIONAL CONDUIT AND WIRINGADDED TO THE CONTRACT WILL BE PAID FOR AT THE CONTRACT UNIT PRICEREGARDLESS OF QUANTITY ADDED AND METHOD OF PLACEMENT REQUIRED.6.ALL CONDUIT SHALL BE TRENCHED UNLESS OTHERWISE NOTED.7.THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE CONNECTION OFTHE POWER FOR THE LIGHTING SYSTEM WITH ENERGY PROVIDER8.AT EXISTING POLE MOUNTED FIXTURE, CONTRACTOR TO INSTALL/TERMINATENEW CONDUCTORS AND EXTEND LIGHTING CIRCUIT AS SHOWN. ENSUREBRANCH BREAKER FEEDING EXTENDED LIGHTING CIRCUIT IS ADEQUATELY RATEDFOR THE TOTAL ELECTRICAL LOAD. TOTAL ELECTRICAL LOAD SHOULD NOTEXCEED 80% OF THE BRANCH BREAKER AMPACITY. CONTRACTOR TO UTILIZEAPPROVED UL LISTED SPLICE/TERMINATION EQUIPMENT AND METHODS.9.INSTALLATION SHOULD COMPLY WITH THE 2024 CITY OF COTTAGE GROVESTANDARD FOR STREET AND UTILITY CONSTRUCTION10.UNLESS OTHERWISE NOTED, ALL MATERIALS, CONST. TECHNIQUES AND TESTINGSHALL CONFORM TO THE CITY OF COTTAGE GROVE'S STANDARD SPECIFICATIONSFOR STREET & UTILITY CONSTRUCTION - 2024.LP3LP7LP8HH-1HH-42-1/C#6RBEXISTING FEED FROM PADMOUNTED SERVICE CABINET120/240VONE LINE DIAGRAMLP4LP5HH-22-1/C#6RBLP6HH-32-1/C#6RBLP1LP22-1/C#6RBEXISTING FEED FROM PADMOUNTED SERVICE CABINET120/240VLP9LP10HH-6HH-52-1/C#6RBEXISTING FEED FROM PADMOUNTED SERVICE CABINET120/240VSPLICE (TYP.) N:\0051216.00\DWG\CIVIL\FINAL\LANDSCAPE\0051216.00L-CVF01.DWG SUMMER VALLEY © 2024 Westwood Professional Services, Inc.SHEET INDEXCONSTRUCTION PLANSSUMMER VALLEYCOTTAGE GROVE, MINNESOTAPREPARED FOR:SUMMERGATE DEVELOPMENT INC.17305 CEDAR AVE S #200LAKEVILLE, MN 55044CONTACT: BRYAN TUCKERPHONE: 612-490-0982EMAIL: BRYANT@SUMMER-GATE.COMSITEVicinity Map(NOT TO SCALE)SHEETSREVISIONDATENO.106/20/24CITY COMMENTSALL..................FINAL LANDSCAPE PLANSPREPARED BY:PROJECT NUMBER: 0051216CONTACT: CHRISTIAN FROEMKEPhone   :hLWeZaWer 'rLYe 6XLWe Fax  0LnneWonNa 01 Toll Free  CONSTRUCTION PLANSSUMMER VALLEYCOTTAGE GROVE, MINNESOTAFORFORFINAL LANDSCAPE PLANSINITIAL SUBMITTAL DATE: 05/29/24SHEET: 01 OF .PROJECT NUMBER: 0051216FORFORBENCHMARKSBM-1MNDT POINT FREDIN MNDTHORIZONTAL DATUM1983NAD (2011 ADJ) WASHINGTON COUNTY COORDINATE SYSTEM, USSURVEY FEETMOVED LINE WORK TO THE FOUND N 1/4 COR OF THE SECTIONVERTICAL DATUM1988NAVD, US SURVEY FEETSHEETNUMBERSHEET TITLE01COVER02OVERALL LANDSCAPE PLAN03LANDSCAPE PLAN04LANDSCAPE PLAN05LANDSCAPE DETAILS & NOTES MWMWMWMWSSSX X X X X XXXXXXXXXXXXXXXXWATSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTO STOSTOSTOSTOSTOSAN STOSTOWATSANSTOWATSTOSTOSTOSTOSTO FOGASGASSTO PUGPUGPUGPUGPUGPUGPUGPUGPUG PUGPUGPUGPUGPUGPUGPUGPUG PUGP U G PUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGHHHHHHHHHHHHSSANSTSTOSTST 12312345678910111213141234567891011121314151617181920221221OUTLOT BOUTLOT A122333445123456789101112131415161718192021222324252627282930JENSEN ALCOVE S.JEFFERY AVENUE S.JENNIFER AVENUE S.JENNIFER AVENUE S.JENSEN AVENUE S.JENSEN AVENUE S.63RD STREET S.CODEQTYCOMMON / BOTANICAL NAMESIZEROOTSPACING O.C.MATURE SIZEDECIDUOUS TREES - 74ACE9ACCOLADE ELM / ULMUS JAPONICA X WILSONIANA 'MORTON' TM2.5" CALB&BAS SHOWNH 70` W 40`-50`KDC7DECAF KENTUCKY COFFEETREE / GYMNOCLADUS DIOICA 'MCKBRANCHED'2.5" CAL.B&BAS SHOWNH 50` W 40`HAK14HACKBERRY / CELTIS OCCIDENTALIS2.5" CALB&BAS SHOWNH 40`-60` W 40`NHE2NEW HORIZON ELM / ULMUS X 'NEW HORIZON'2.5" CAL.B&BAS SHOWNH 60`-70` W 30`-40`REO19RED OAK / QUERCUS RUBRA2.5" CALB&BAS SHOWNH 50`-70` W 50`-70`SKH16SKYLINE HONEY LOCUST / GLEDITSIA TRIACANTHOS INERMIS 'SKYCOLE'2.5" CALB&BAS SHOWNH 50` W 30`-35`SWO7SWAMP WHITE OAK / QUERCUS BICOLOR2.5" CALB&BAS SHOWNH 50`-60` W 50`-60`PLANT SCHEDULECOMMON / BOTANICAL NAMESIZEROOTSPACING O.C.MATURE SIZEDECIDUOUS TREES - 146AMERICAN SENTRY LINDEN / TILIA AMERICANA 'MCKSENTRY'2.5" CAL.B&BAS SHOWNH 60` W 30`-40`AUTUMN GOLD GINKGO / GINKGO BILOBA 'AUTUMN GOLD'2.5" CALB&BAS SHOWNH 50` W 30`FALL FIESTA SUGAR MAPLE / ACER SACCHARUM 'BAILSTA'2.5" CAL.B&BAS SHOWNH 50`-75` W 50`RIVER BIRCH / BETULA NIGRA2.5" CAL.B&BAS SHOWNH 50`-75` W 50`SIENNA GLEN MAPLE / ACER X FREEMANII 'SIENNA'2.5" CAL.B&BAS SHOWNH 40`-50` W 35`-40`EVERGREEN TREES - 70BLACK HILLS SPRUCE / PICEA GLAUCA DENSATA6` HT.B&BAS SHOWNH 30`-40` W 20`-30`COLORADO SPRUCE / PICEA PUNGENS6` HT.B&BAS SHOWNH 40`-60` W 15`-30`CONCOLOR FIR / ABIES CONCOLOR6` HT.B&BAS SHOWNH 40`-50` W 15`-30`NORWAY PINE / PINUS RESINOSA6` HT.B&BAS SHOWNH 50`-80` W 30`-40`NORWAY SPRUCE / PICEA ABIES6` HT.B&BAS SHOWNH 60`-80` W 25`-30`WHITE PINE / PINUS STROBUS6` HT.B&BAS SHOWNH 50`-80` W 30`-40`PLANT SCHEDULESHEET NUMBER:VERTICAL SCALE:DATE:PREPARED FOR:OFHORIZONTAL SCALE:DRAWN:CHECKED:DESIGNED:INITIAL ISSUE:REVISIONS:Phone   :hLWeZaWer 'rLYe 6XLWe Fax  0LnneWonNa 01 Toll Free  DATE:LICENSE NO.I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY MEOR UNDER MY DIRECT SUPERVISION AND THAT I AM ADULY LICENSED LANDSCAPE ARCHITECT UNDER THE LAWSOF THE STATE OF MINNESOTACommon Ground AllianceCall 48 Hours before digging:811 or call811.comFINAL - STREET TREE PLANTING SCHEDULEABBREVIATIONS: B&B = BALLED AND BURLAPPED CAL. = CALIPER HT. = HEIGHT MIN. =MINIMUMO.C. = ON CENTER SP. = SPREAD QTY .= QUANTITY CONT. = CONTAINERNOTE: QUANTITIES ON PLAN SUPERSEDE LIST QUANTITIES IN THE EVENT OF DISCREPANCY SEEDING LEGENDNATIVE STORMWATERSOUTH & WEST SEED MIXMN 33-261 (0.8 AC)TOTAL LANDSCAPING REQUIRED: 290 TREESSINGLE FAMILY RESIDENTIAL SUBDIVISION REQUIREMENTS (71 LOTS): 213 TREES* LOTS GREATER THAN 60' WIDE= 3 TREES PER LOT (BY HOME BUILDER)** MAXIMUM OF 2 EVERGREEN TREES SUBSTITUTION PER LOT** NO LESS THAN 2 DIFFERENT SPECIES FOR TREES* 10 SHRUBS PER LOT** 10 UNDERSTORY SHRUBS INSTALLED PER LOT (BY HOME BUILDER)SINGLE FAMILY STREET TREE SUBDIVISION REQUIREMENTS (71 LOTS): 77 TREES* 1 BOULEVARD TREE PER LOT (65 LOTS): 65 TREES* 2 BOULEVARD TREES PER CORNER LOTS (6 LOTS): 12 TREESTOTAL LANDSCAPING PROVIDED: 290 TREES* OVERSTORY DECIDUOUS TREES (BY HOME BUILDER) 146 TREES* EVERGREEN TREES (BY HOME BUILDER) 70 TREES* OVERSTORY DECIDUOUS STREET TREES (BY HOME BUILDER) 74 TREES** DUE TO CITY CODE, NO MORE THAN 1 BOULEVARD TREE PER LOT (OR 2 BOULEVARDTREES PER CORNER LOT) ARE ALLOWED. LOT 9-BLOCK 2, LOT 22-BLOCK 3, & LOT14-BLOCK 4 HAVE CONFLICTS BETWEEN DRIVEWAYS/ UTILITIES/ STREET LIGHTS/ &SETBACKS, THUS NO BOULEVARDS TREES CAN BE PLANTED ON THESE THREE (3) LOTS.INSTEAD, ONE ADDITIONAL DECIDUOUS YARD TREE WILL BE INCLUDED ON THESETHREE (3) LOTS. LANDSCAPE REQUIREMENTSLANDSCAPE PROVISIONSEVERGREEN TREE(BY HOME BUILDER)DECIDUOUS OVERSTORYSTREET TREE(BY HOME BUILDER)DECIDUOUSOVERSTORY TREE(BY HOME BUILDER)PLANT LEGENDGENERAL NOTESNATIVE SEED MIX MN 35-241MESIC PRAIRIE GENERAL(0.6 AC)* ALL STREET BOULEVARDS TO BE SODDED.* ALL DISTURBED AREAS TO BE SODDEDUNLESS NOTED OTHERWISE.* SPACE BETWEEN BACK OF LOT LINES & TRAILEDGE TO BE SODDED (OUTLOT A).* EASEMENT ACCESS FOR OUTLOT B (BETWEENLOT 1-BLOCK 5 & LOT 22-BLOCK 4) TO BESODDED.0'60'120'180'1" = 60'N:\0051216.00\DWG\CIVIL\FINAL\LANDSCAPE\0051216.00L-PLF01.DWG 0502PROJECT NUMBER: 0051216COTTAGE GROVE, MINNESOTA06/20/24CHFCHF© 2024 Westwood Professional Services, Inc.SUMMER VALLEYOVERALL LANDSCAPEPLAN17305 CEDAR AVE S #200LAKEVILLE, MN 55044SUMMER VALLEY05/29/242697106/20/24CORY MEYERSUMMERGATE DEVELOPMENT INC.CONSTRUCTION PLANS############ OR ##106/20/24....CITY COMMENTS....CHF1.STREET TREE LOCATIONS AND SPACING ARE SUBJECTTO CHANGE BASED ON CONSTRUCTED DRIVEWAY ANDUTILITY LOCATIONS.2.TREES SHALL BE PLANTED IN FRONT OF SINGLE FAMILYLOTS 5' FROM BACK OF CURB IN A LOCATION THATDOES NOT INTERFERE WITH CURBSTOPS ORINDIVIDUAL SEWER & WATER CONNECTIONS.3.NO PLANTING WILL BE INSTALLED UNTIL ALL GRADINGAND CONSTRUCTION HAS BEEN COMPLETED IN THEIMMEDIATE AREA.4.DECIDUOUS TREES SHOULD BE LOCATED A MINIMUMOF 5' OFF ANY UTILITY PIPE AND CONIFEROUS TREESTREES SHOULD BE LOCATED A MINIMUM OF 15' OFFANY UTILITY PIPE.5.NO TREE SHOULD BE LOCATED WITHIN 10' OF AHYDRANT OR 15' FROM A STREETLIGHT.6.NO TREES SHOULD BE LOCATED WITHIN A STORMPOND HWL.7.NO TREES SHOULD BE LOCATED WITHIN THE 20' STORMPOND ACCESS ROUTE. NO CONIFEROUS TREES WITHIN5' OF THE 20' STORM POND ACCESS ROUTE.8.NO DECIDUOUS TREE WITH 5' OF A SIDEWALK OR TRAILAND NO CONIFEROUS TREES WITHIN 20' OF APROPOSED SIDEWALK OR TRAIL.9.STREET TREES TO BE MIN. 5' FROM SIDE YARD LOTLINES, EXCEPT LOTS 15, 16, 22 ON BLOCK 4.FINAL - YARD TREE PLANTING LISTABBREVIATIONS: B&B = BALLED AND BURLAPPED CAL. = CALIPER HT. = HEIGHT MIN. =MINIMUMO.C. = ON CENTER SP. = SPREAD QTY .= QUANTITY CONT. = CONTAINER NOTES:1)NO LESS THAN TWO (2) SPECIES PER LOT.2)YARD TREES TO BE DIFFERENT FROMSTREET TREES.3)YARD TREES TO BE SELECTED BY HOMEOWNER FROM APPROVED YARD TREEPLANTING LIST. MWMWMWMWSSXX XXX XXXXXXXXXXXXXXSTOSTOSTOSTOWATWATSANSTOWATWATSTOSTOSANFOGASGASSTSTO PUGPUGPUGPUGPUGPUGPUGPUGPUGPUG PUGPUGPUGPUGPUGPUGPUGPUGPUG PUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUG HHHH HH HH HHHH STSTO1231234567812345678910111213141516171819202221OUTLOT A1233344123456789101112131415161718192021222324252627282930JENSEN ALCOVE S.JEFFERY AVENUE S.JENNIFER AVENUE S. JEN S E N A V E N U E S .63RD STREET S.8 - SKH2 - NHE5 - REO6 - HAK6 - REO8 - SKH6 - ACE7 - SWO8 - HAK7 - KDCSHEET NUMBER:VERTICAL SCALE:DATE:PREPARED FOR:OFHORIZONTAL SCALE:DRAWN:CHECKED:DESIGNED:INITIAL ISSUE:REVISIONS:Phone   :hLWeZaWer 'rLYe 6XLWe Fax  0LnneWonNa 01 Toll Free  DATE:LICENSE NO.I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY MEOR UNDER MY DIRECT SUPERVISION AND THAT I AM ADULY LICENSED LANDSCAPE ARCHITECT UNDER THE LAWSOF THE STATE OF MINNESOTACommon Ground AllianceCall 48 Hours before digging:811 or call811.com0'50'100'150'1" = 50'N:\0051216.00\DWG\CIVIL\FINAL\LANDSCAPE\0051216.00L-PLF01.DWG 0503PROJECT NUMBER: 0051216COTTAGE GROVE, MINNESOTA06/20/24CHFCHFCHF© 2024 Westwood Professional Services, Inc.SUMMER VALLEYLANDSCAPE PLAN17305 CEDAR AVE S #200LAKEVILLE, MN 55044SUMMER VALLEY05/29/242697106/20/24CORY MEYERSUMMERGATE DEVELOPMENT INC.############ OR ##106/20/24....CITY COMMENTS....CONSTRUCTION PLANSSEEDING LEGENDEVERGREEN TREE(BY HOME BUILDER)DECIDUOUSOVERSTORYSTREET TREEDECIDUOUSOVERSTORY TREE(BY HOME BUILDER)PLANT LEGENDNATIVE SEED MIX MN 35-241MESIC PRAIRIE GENERAL(0.6 AC)NATIVE STORMWATERSOUTH & WEST SEED MIXMN 33-261 (0.8 AC)* ALL STREET BOULEVARDS TO BE SODDED.* ALL DISTURBED AREAS TO BE SODDEDUNLESS NOTED OTHERWISE.* SPACE BETWEEN BACK OF LOT LINES & TRAILEDGE TO BE SODDED (OUTLOT A).* EASEMENT ACCESS FOR OUTLOT B (BETWEENLOT 1-BLOCK 5 & LOT 22-BLOCK 4) TO BESODDED. SX XXX XXX XX XXXXWATWATSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTO SANSANSTOSTOSTOSTOSTOSTOSTO GASSTSTO PUGPUGPUGPUGPUGPUGPUGPUGPUGPUG PUGPUG PUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGHHHH HH HHSSANSANSTST 1234567891011121314891011121314151617181920221221OUTLOT B22344556789101112131415161718JENSEN ALCOVE S.JENNIFER AVENUE S.JENSEN AVENUE S. JEN S E N A V E N U E S .5 - REO3 - ACE6 - HAK8 - SKH7 - SWO8 - REO8 - HAK7 - KDCSHEET NUMBER:VERTICAL SCALE:DATE:PREPARED FOR:OFHORIZONTAL SCALE:DRAWN:CHECKED:DESIGNED:INITIAL ISSUE:REVISIONS:Phone   :hLWeZaWer 'rLYe 6XLWe Fax  0LnneWonNa 01 Toll Free  DATE:LICENSE NO.I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY MEOR UNDER MY DIRECT SUPERVISION AND THAT I AM ADULY LICENSED LANDSCAPE ARCHITECT UNDER THE LAWSOF THE STATE OF MINNESOTACommon Ground AllianceCall 48 Hours before digging:811 or call811.com0'50'100'150'1" = 50'N:\0051216.00\DWG\CIVIL\FINAL\LANDSCAPE\0051216.00L-PLF01.DWG 0504PROJECT NUMBER: 0051216COTTAGE GROVE, MINNESOTA06/20/24CHFCHFCHF© 2024 Westwood Professional Services, Inc.SUMMER VALLEYLANDSCAPE PLAN17305 CEDAR AVE S #200LAKEVILLE, MN 55044SUMMER VALLEY05/29/242697106/20/24CORY MEYERSUMMERGATE DEVELOPMENT INC.############ OR ##106/20/24....CITY COMMENTS....CONSTRUCTION PLANSSEEDING LEGENDEVERGREEN TREE(BY HOME BUILDER)DECIDUOUSOVERSTORYSTREET TREEDECIDUOUSOVERSTORY TREE(BY HOME BUILDER)PLANT LEGENDNATIVE SEED MIX MN 35-241MESIC PRAIRIE GENERAL(0.6 AC)NATIVE STORMWATERSOUTH & WEST SEED MIXMN 33-261 (0.8 AC)* ALL STREET BOULEVARDS TO BE SODDED.* ALL DISTURBED AREAS TO BE SODDEDUNLESS NOTED OTHERWISE.* SPACE BETWEEN BACK OF LOT LINES & TRAILEDGE TO BE SODDED (OUTLOT A).* EASEMENT ACCESS FOR OUTLOT B (BETWEENLOT 1-BLOCK 5 & LOT 22-BLOCK 4) TO BESODDED. SHEET NUMBER:VERTICAL SCALE:DATE:PREPARED FOR:OFHORIZONTAL SCALE:DRAWN:CHECKED:DESIGNED:INITIAL ISSUE:REVISIONS:Phone   :hLWeZaWer 'rLYe 6XLWe Fax  0LnneWonNa 01 Toll Free  DATE:LICENSE NO.I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY MEOR UNDER MY DIRECT SUPERVISION AND THAT I AM ADULY LICENSED LANDSCAPE ARCHITECT UNDER THE LAWSOF THE STATE OF MINNESOTACommon Ground AllianceCall 48 Hours before digging:811 or call811.comPLANTING DETAILS1.CONTRACTOR SHALL CONTACT COMMON GROUND ALLIANCE AT 811 OR CALL811.COMTO VERIFY LOCATIONS OF ALL UNDERGROUND UTILITIES PRIOR TO INSTALLATION OF ANYPLANTS OR LANDSCAPE MATERIAL.2.ACTUAL LOCATION OF PLANT MATERIAL IS SUBJECT TO FIELD AND SITE CONDITIONS.3.NO PLANTING WILL BE INSTALLED UNTIL ALL GRADING AND CONSTRUCTION HAS BEENCOMPLETED IN THE IMMEDIATE AREA.4.ALL SUBSTITUTIONS MUST BE APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TOSUBMISSION OF ANY BID AND/OR QUOTE BY THE LANDSCAPE CONTRACTOR.5.CONTRACTOR SHALL PROVIDE TWO YEAR GUARANTEE OF ALL PLANT MATERIALS. THEGUARANTEE BEGINS ON THE DATE OF THE LANDSCAPE ARCHITECT'S OR OWNER'SWRITTEN ACCEPTANCE OF THE INITIAL PLANTING. REPLACEMENT PLANT MATERIAL SHALLHAVE A ONE YEAR GUARANTEE COMMENCING UPON PLANTING.6.ALL PLANTS TO BE SPECIMEN GRADE, MINNESOTA-GROWN AND/OR HARDY. SPECIMENGRADE SHALL ADHERE TO, BUT IS NOT LIMITED BY, THE FOLLOWING STANDARDS:ALL PLANTS SHALL BE FREE FROM DISEASE, PESTS, WOUNDS, SCARS, ETC.ALL PLANTS SHALL BE FREE FROM NOTICEABLE GAPS, HOLES, OR DEFORMITIES.ALL PLANTS SHALL BE FREE FROM BROKEN OR DEAD BRANCHES.ALL PLANTS SHALL HAVE HEAVY, HEALTHY BRANCHING AND LEAFING.CONIFEROUS TREES SHALL HAVE AN ESTABLISHED MAIN LEADER AND A HEIGHT TOWIDTH RATIO OF NO LESS THAN 5:3.7.PLANTS TO MEET AMERICAN STANDARD FOR NURSERY STOCK (ANSI Z60.1-2014 OR MOSTCURRENT VERSION) REQUIREMENTS FOR SIZE AND TYPE SPECIFIED.8. PLANTS TO BE INSTALLED AS PER MNLA & ANSI STANDARD PLANTING PRACTICES.9.PLANTS SHALL BE IMMEDIATELY PLANTED UPON ARRIVAL AT SITE. PROPERLY HEEL-INMATERIALS IF NECESSARY; TEMPORARY ONLY.10.PRIOR TO PLANTING, FIELD VERIFY THAT THE ROOT COLLAR/ROOT FLAIR IS LOCATED ATTHE TOP OF THE BALLED & BURLAP TREE. IF THIS IS NOT THE CASE, SOIL SHALL BEREMOVED DOWN TO THE ROOT COLLAR/ROOT FLAIR. WHEN THE BALLED & BURLAP TREEIS PLANTED, THE ROOT COLLAR/ROOT FLAIR SHALL BE EVEN OR SLIGHTLY ABOVEFINISHED GRADE.11.OPEN TOP OF BURLAP ON BB MATERIALS; REMOVE POT ON POTTED PLANTS; SPLIT ANDBREAK APART PEAT POTS.12.PRUNE PLANTS AS NECESSARY - PER STANDARD NURSERY PRACTICE AND TO CORRECTPOOR BRANCHING OF EXISTING AND PROPOSED TREES.13.WRAP ALL SMOOTH-BARKED TREES - FASTEN TOP AND BOTTOM. REMOVE BY APRIL 1ST.14.STAKING OF TREES AS REQUIRED; REPOSITION, PLUMB AND STAKE IF NOT PLUMB AFTERONE YEAR.15.THE NEED FOR SOIL AMENDMENTS SHALL BE DETERMINED UPON SITE SOIL CONDITIONSPRIOR TO PLANTING. LANDSCAPE CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECTFOR THE NEED OF ANY SOIL AMENDMENTS.16.BACKFILL SOIL AND TOPSOIL TO ADHERE TO MN/DOT STANDARD SPECIFICATION 3877(SELECT TOPSOIL BORROW) AND TO BE EXISTING TOP SOIL FROM SITE FREE OF ROOTS,ROCKS LARGER THAN ONE INCH, SUBSOIL DEBRIS, AND LARGE WEEDS UNLESS SPECIFIEDOTHERWISE. MINIMUM 4" DEPTH TOPSOIL FOR ALL LAWN GRASS AREAS AND 12" DEPTHTOPSOIL FOR TREE, SHRUBS, AND PERENNIALS.17.MULCH TO BE AT ALL TREE, SHRUB, PERENNIAL, AND MAINTENANCE AREAS. TREE ANDSHRUB PLANTING BEDS SHALL HAVE 4" DEPTH OF SHREDDED HARDWOOD MULCH.SHREDDED HARDWOOD MULCH TO BE USED AROUND ALL PLANTS WITHIN TURF AREAS.PERENNIAL AND ORNAMENTAL GRASS BEDS SHALL HAVE 2" DEPTH SHREDDEDHARDWOOD MULCH. MULCH TO BE FREE OF DELETERIOUS MATERIAL AND COLORED RED,OR APPROVED EQUAL. ROCK MULCH TO BE BUFF LIMESTONE, 1 1/2" TO 3" DIAMETER, ATMINIMUM 3" DEPTH, OR APPROVED EQUAL. ROCK MULCH TO BE ON COMMERCIALGRADE FILTER FABRIC, BY TYPAR, OR APPROVED EQUAL WITH NO EXPOSURE. MULCHAND FABRIC TO BE APPROVED BY OWNER PRIOR TO INSTALLATION. MULCH TO MATCHEXISTING CONDITIONS (WHERE APPLICABLE).18.EDGING TO BE COMMERCIAL GRADE VALLEY-VIEW BLACK DIAMOND (OR EQUAL) POLYEDGING OR SPADED EDGE, AS INDICATED. POLY EDGING SHALL BE PLACED WITHSMOOTH CURVES AND STAKED WITH METAL SPIKES NO GREATER THAN 4 FOOT ONCENTER WITH BASE OF TOP BEAD AT GRADE, FOR MOWERS TO CUT ABOVE WITHOUTDAMAGE. UTILIZE CURBS AND SIDEWALKS FOR EDGING WHERE POSSIBLE. SPADED EDGETO PROVIDE V-SHAPED DEPTH AND WIDTH TO CREATE SEPARATION BETWEEN MULCHAND GRASS. INDIVIDUAL TREE, SHRUB, OR RAIN-GARDEN BEDS TO BE SPADED EDGE,UNLESS NOTED OTHERWISE. EDGING TO MATCH EXISTING CONDITIONS (WHEREAPPLICABLE).19.ALL DISTURBED AREAS TO BE SODDED OR SEEDED, UNLESS OTHERWISE NOTED. PARKINGLOT ISLANDS TO BE SODDED WITH SHREDDED HARDWOOD MULCH AROUND ALL TREESAND SHRUBS. SOD TO BE STANDARD MINNESOTA GROWN AND HARDY BLUEGRASS MIX,FREE OF LAWN WEEDS. ALL TOPSOIL AREAS TO BE RAKED TO REMOVE DEBRIS ANDENSURE DRAINAGE. SLOPES OF 3:1 OR GREATER SHALL BE STAKED. SEED AS SPECIFIEDAND PER MN/DOT SPECIFICATIONS. IF NOT INDICATED ON LANDSCAPE PLAN, SEEEROSION CONTROL PLAN.20.PROVIDE IRRIGATION TO ALL PLANTED AREAS ON SITE. IRRIGATION SYSTEM TO BEDESIGN/BUILD BY LANDSCAPE CONTRACTOR. LANDSCAPE CONTRACTOR TO PROVIDESHOP DRAWINGS TO LANDSCAPE ARCHITECT FOR APPROVAL PRIOR TO INSTALLATION OFIRRIGATION SYSTEM. CONTRACTOR TO PROVIDE OPERATION MANUALS, AS-BUILT PLANS,AND NORMAL PROGRAMMING. SYSTEM SHALL BE WINTERIZED AND HAVE SPRINGSTARTUP DURING FIRST YEAR OF OPERATION. SYSTEM SHALL HAVE ONE-YEARWARRANTY ON ALL PARTS AND LABOR. ALL INFORMATION ABOUT INSTALLATION ANDSCHEDULING CAN BE OBTAINED FROM THE GENERAL CONTRACTOR.21.CONTRACTOR SHALL PROVIDE NECESSARY WATERING OF PLANT MATERIALS UNTIL THEPLANT IS FULLY ESTABLISHED OR IRRIGATION SYSTEM IS OPERATIONAL. OWNER WILLNOT PROVIDE WATER FOR CONTRACTOR.22.REPAIR, REPLACE, OR PROVIDE SOD/SEED AS REQUIRED FOR ANY ROADWAY BOULEVARDAREAS ADJACENT TO THE SITE DISTURBED DURING CONSTRUCTION.23.REPAIR ALL DAMAGE TO PROPERTY FROM PLANTING OPERATIONS AT NO COST TOOWNER.24.RAIN GARDEN NOTE: PROVIDE AND INSTALL EROSION CONTROL BLANKET AT RAINGARDEN AREA SIDE SLOPES AFTER ALL PLANTING HAVE BEEN INSTALLED. BLANKET TO BEONE SEASON GEOJUTE, MN/DOT CATEGORY 2 (STRAW 1S, WOOD FIBER 1S), ORAPPROVED EQUAL. BLANKET TO BE OVERLAPPED BY 4" AND ANCHORED BY SOD STAPLES.PLACE BLANKET PERPENDICULAR TO THE SLOPE. TRENCH IN EDGES OF BLANKET AREA TOPREVENT UNDER MINING. PROVIDE SILT FENCE AT TOP OF SLOPE AS NEEDED. SHREDDEDHARDWOOD MULCH TO MATCH OTHER PROJECT PLANTING MULCH. PLACE 4" DEPTH OFMULCH AT ALL PLANTING AND EROSION CONTROL BLANKET AREA (NO FILTER FABRIC).SEE RAIN GARDEN DETAIL FOR FURTHER INFORMATION. RAIN GARDEN TO PROVIDEPROPER INFILTRATION AND DRAINAGE REQUIREMENTS PER ENGINEERS APPROVAL.PLANTING NOTESN:\0051216.00\DWG\CIVIL\FINAL\LANDSCAPE\0051216.00L-PLF01.DWG 0505PROJECT NUMBER: 0051216COTTAGE GROVE, MINNESOTA06/20/24CHFCHFCHF© 2024 Westwood Professional Services, Inc.SUMMER VALLEYLANDSCAPE DETAILS &NOTES17305 CEDAR AVE S #200LAKEVILLE, MN 55044SUMMER VALLEY05/29/242697106/20/24CORY MEYERSUMMERGATE DEVELOPMENT INC.############ OR ##106/20/24....CITY COMMENTS....CONSTRUCTION PLANS NWL NWLNWL NWL NWLNWLNWL NWLNWLNWLNWLNWLNWL NWL NWL NWL NWL NWLEX POND 1OUTLET=902.8BOTTOM=895.0PR HWL=905.2EX HWL=907.1EOF=910.0EX INFILTRATION BASIN 1NWL=901.3OUTLET=902.8BOTTOM=901.3EX HWL=907.0PR HWL=904.8INFILTRATION BASINOUTLET=902.8BOTTOM=901.0HWL=905.2EOF=905.2TOP OF BERM=906.0EXPANDED PONDOUTLET=902.8BOTTOM=895.0HWL=905.2EOF=910.0SFSFSFSFSFSFSFSFSFSFSFSF SFSFSFSFSFSF SFSF SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSF SFSFSFSFSFSF S F 23.220.014.8 EOF928.1213.0INFILTRATION BASIN 1NWL=901.3OUTLET=902.8BOTTOM=901.3HWL=907.0896000 101230123 01 010 12340 012010100 00 0123 457891011121314151617 181920 21 222324252627282 3 4 5 6 7 8 9 10 11 12 13 1415LP 0+59.87ELEV 911.12 HP 3+92.14ELEV 916.35LP 5+52.45ELEV 924.36HP 8+78.38ELEV 932.58LP 15+26.47ELEV 920.36 2.00%3.67%1.12%1.07%4.05%0.60%4.98%4.89%1.00%CBMH - 1180.71 ACCBMH - 117 0.45 ACCBMH - 116 0.47 ACCBMH - 129 1.26 ACCBMH - 115 0.18 ACCBMH - 114 0.13 ACCBMH - 113 0.03 ACCBMH - 128 0.73 ACCBMH - 110 0.42 ACCBMH - 111 0.49 ACCBMH - 112 0.57 ACCBMH - 1070.98 ACCBMH - 108 0.25 ACCBMH - 109 0.15 ACCBMH - 122 0.70 ACCBMH - 121 0.68 ACCBMH - 103 0.89 ACCBMH - 1041.07 ACCBMH - 102 0.28 ACCBMH - 140 0.30 ACCBMH - 101 0.27 ACCBMH - 124 0.97 ACCBMH - 125 0.84 ACCBMH - 126 0.62 ACCBMH - 1271.61 ACCBMH - 136 0.81 ACCBMH - 135 0.80 ACCBMH - 1370.83 ACCBMH - 133 0.58 ACCBMH - 2021.05 ACCBMH - 201 0.80 ACCBMH - 141 0.11 ACN:\0051216.00\DWG\0051216C-DRAN.DWG 11PROJECT NUMBER: 0051216COTTAGE GROVE, MINNESOTA04/09/24CFCFCF© 2024 Westwood Professional Services, Inc.SUMMER VALLEYMICRO DRAINAGE MAP17305 CEDAR AVE S #200LAKEVILLE, MN 55044SUMMER VALLEY02/28/245620804/09/24CHRISTIAN FROEMKESUMMERGATE DEVELOPMENT INC.NOT FOR CONSTRUCTIONSHEET NUMBER:VERTICAL SCALE:DATE:PREPARED FOR:OFHORIZONTAL SCALE:DRAWN:CHECKED:DESIGNED:INITIAL ISSUE:REVISIONS:Phone   :hLWeZaWer 'rLYe 6XLWe Fax  0LnneWonNa 01 Toll Free  DATE:LICENSE NO.I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY MEOR UNDER MY DIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWSOF THE STATE OF MINNESOTACommon Ground AllianceCall 48 Hours before digging:811 or call811.com100'20' OR 10'0'100'200'300'1" = 100'04/09/24....BID SET.... H:\COTT\0N1133832\1_Corres\C_To Others\Westwood\2024-06-26\133832 Plan Review 2024-06-26.docx MEMORANDUM Date: 06/26/2024 To: Amanda Meyer, PE From: Mike Boex, PE Andrew Olson, PE Subject: Summer Valley Plan Review City of Cottage Grove, MN Project No.: 0N1.133832 This memo summarizes the review of both grading documents and street & utility documents submitted by Westwood Professional Services, Inc., dated 6/20/24. Grading Plans: Sheet 5: 1. Note 7: 6” of topsoil should be provided in public right-of-way or outlot, consistent with the city’s engineering guidelines. Sheet 6: 2. EOF locations: a. Turnaround on Jennifer Avenue: The EOF on the north side of the temporary turnaround should be removed; the EOF between lots 2 & 3 block 3 should remain as-is since it will be used in this particular area. Sheet 6: 3. Freeboard Standards: a. For backyard and side-yard conveyance and temporary ponding areas, there must be at least 1 foot between the overland overflow elevation and the low adjacent grade elevation of the adjacent structure. i. Lots 25 and 26 Block 3 appear to have an EOF to the north into the watershed property. It was previously requested to submit surveyed elevations of the existing ground to confirm the EOF or provide adequate freeboard between lots to 63rd Street. 1. Shots on the property line are not adequate as ground elevations may increase slightly on the property to the north and therefore not provide the intended freeboard. Instead, manage the EOF on site and change the elevation between lots 25 & 26 to 12.9. Summer Valley Review Page: 2 4. Lot 1 Block 4: ensure a 2% minimum grade for drainage in the proposed greenspace on the east side of the property. Clarify the intent on the grading plan with additional spot elevations and drainage arrows. If needed, any additional grading changes from the existing condition shall occur in existing drainage and utility easements. Attached to this memo is the grading as-built for the adjacent lot; it appears some additional grading may be needed in the southwest corner. a. It appears the driveway should be moved to the opposite side of the lot as the design contours don’t appear to work with the depicted driveway. Street and Utility Plans: Sheet 2: 5. Storm Sewer Schedule: a. Where R-3501 castings are used, label them as R-3501-TB for clarity. Sheet 5: 6. Public Works has requested that the hydrant at the north end of Jennifer Avenue be located 10’ west of the hammerhead turn around. Due to the temporary nature of this hydrant, add a note to the plans that this hydrant shall also receive a concrete hydrant pad from the hydrant to the turnaround. Sheet 6: 7. Please label street profile data on Jeffery Avenue. Sheets 12 and 13: 8. Intersection details: a. Provide more detail on Jennifer/Jensen: Minimal pavement grades are labeled, unlike other details. b. All details: Label centerline profile grades for clarity on both intersecting streets. c. Jeffery/Jennifer: Based on this intersection detail, the drainage calculations need to be updated for CBMH-114. Since it appears structure 111 has been removed, the drainage map and associated calculations appear to be out of date. Please review and ensure all calculations reflect the current storm sewer design. d. Label curb grades on the Jensen Alcove cul-de-sac. e. Jensen Avenue: The city has concerns over compaction at the connection of the concrete valley gutter and the outside curb and gutter in the bubble cul-de-sac. The connection should be made to avoid any bituminous sections less than 10’ in width; please adjust the length of the concrete leg accordingly. Sheet 28: 9. Street Lighting Items: a. Show the existing feed point cabinet location on the plan. The feed point cabinet for this area is located on 63rd Street between the homes at 9440 and 9452. b. Please show the existing lights that conductors will connect to. The note “connect to existing conduit” is appropriate for the extension of existing conduit, but there is no wire in those extended conduits since underground splicing is not allowed. Therefore, Summer Valley Review Page: 3 the plans should clarify where existing conduit is extended for use, new wire will need to be run from the last existing light pole. This includes: i. Northwick Park 2nd Addition: Between 6128 and 6120 Jeffery Avenue ii. Parkview Point: NE corner of 63rd Street and Jensen Avenue c. There is an existing light located between 9568 and 9568 63rd Street in Rolling Meadows that would only be 90 feet from LP-1. Please show the existing light and note that it should be salvaged and reinstalled at the location of LP-1 on a new base. The existing base should be removed and turf restored. i. Install a handhole where the old light base was; a splice connection will be allowed in this handhole. d. Please remove HH-1, HH-2, HH-3, HH-4, and HH-6 i. The junction at Jensen Alcove and Jensen Avenue should occur at LP-4. The conduit should travel from LP-4 to LP-6 and from LP-4 to LP-5. ii. The junction at Jennifer Avenue and Jensen Avenue should occur at LP-3. The conduit should travel from LP-3 to LP-7 and from LP-3 to LP-4. e. Please remove the empty conduit stub to Woodbury north on Jennifer Avenue from LP-10. f. Install empty conduit with a pull string between LP-8 and HH-5 g. Install empty conduit with a pull string between LP-6 and LP-2 h. Light LP-9 should be moved to the north side of the pedestrian ramp at Lot 4 Block 3, approximately 3-4’ north of the pedestrian ramp (currently shown 17’ north). Landscaping Plan: 10. Any additional comments will follow from planning staff. Stormwater Comments: 11. Wet Sediment Pond: a. It is acknowledged that a 2-ft thick clay liner is proposed. The developer is responsible for ensuring that the clay pond liner functions as designs and holds water to the normal water level. CITY OF COTTAGE GROVE, MINNESOTA CITY COUNCIL RESOLUTION 2024-105 RESOLUTION APPROVING THE CONSTRUCTION PLANS AND SPECIFICATIONS FOR SUMMER VALLEY WHEREAS, Summergate Development, LLC has applied for a final plat to develop a residential subdivision named Summer Valley. This subdivision plat consists of a total of 71 single family homes and 2 outlots to be located on property legally described as: Those parts of the East One-Half of the Northwest Quarter, the West One-Half of the Northeast Quarter of Section 3, Township 27 North, Range 21 West, Washington County, Minnesota, described as follows: Beginning at the Northwest corner of the Northeast Quarter of said Section 3, thence North 89 degrees 49 minutes 33 seconds East, bearing assumed, along the North line of said Northeast Quarter, a distance of 493.26 feet; thence South 01 degrees 12 minutes 45 seconds West, parallel with the West line of said Northeast Quarter, a distance of 1006.65 feet; thence South 89 degree s 49 minutes 33 seconds West a distance of 1058.68 feet to the East line of the West 752.00 feet of the East One-Half of the Northwest Quarter of said Section 3; thence North 01 degrees 06 minutes 59 seconds East, along said East line, a distance of 1009.93 feet to the North line of the Northwest Quarter of said Section 3; thence South 89 degrees 50 minutes 23 seconds East, along said North line of the Northwest Quarter, a distance of 567.04 feet to the point of beginning. WHEREAS, the Developer will utilize the approved plans and specifications dated May 21, 2024, as prepared by Westwood Professional Services, Inc. to construct the public improvements within the subdivision; and WHEREAS, the Developer will install the public improvements within the subdivision in accordance with current City ordinances and policies; and WHEREAS, a development agreement and financial sureties are required for the development of this project. NOW, THEREFORE, BE IT RESOLVED, that the City Council for the City of Cottage Grove, Washington County, Minnesota, hereby approves the Summer Valley construction plans and specifications dated May 21, 2024, as prepared by Westwood Professional Services, Inc., subject to the following conditions: 1. The developer and builders must comply with all City ordinances and policies. 2. The developer and builders must comply with the review comments found in the June 26, 2024, memorandum and any subsequential memorandum from Bolton & Menk. 3. Modifications to final construction plans and specifications shall be approved in writing by the City Engineer. City of Cottage Grove, Minnesota City Council Resolution 2024-105 Page 2 of 2 Passed this 17th day of July 2024. Myron Bailey, Mayor Attest: Tamara Anderson, City Clerk 1 City Council Action Request 10.A. Meeting Date 7/17/2024 Department Administration Agenda Category Action Item Title Summers Landing 5th - Bid Award Staff Recommendation Adopt resolution 2024-107 awarding the bid for the Summers Landing 5th Addition Final Street Improvement Project to OMG Midwest Inc. dba Minnesota Paving & Materials, in the amount of $233,967.00. Budget Implication N/A Attachments 1. Client Bid Results Letter 2. Summers Landing 5th Final Streets Bid Award Resolution 7-9-24 3. 193805197-Bid Tab Stantec Consulting Services Inc. 733 Marquette Avenue Suite 1000, Minneapolis MN 55402-2309 July 9, 2024 Honorable Mayor and City Council City of Cottage Grove 12800 Ravine Parkway Cottage Grove, MN 55016 Re: Summers Landing – 5th Addition Final Street Improvements Stantec Project No. 193805197 Bid Results Dear Honorable Mayor and City Council: Bids were received for the Project stated above on July 9, 2024. Transmitted herewith is a copy of the Bid Tabulation for your information and file. Copies will also be distributed to each Bidder once the Project has been awarded. Bids were received from 4 contractors. The following summarizes the results: Contractor Base Bid Low OMG Midwest, Inc. dba Minnesota Paving & Materials $233,967.00 #2 McNamara Contracting $245,595.00 #3 Park Construction Company $249,704.30 #4 Bituminous Roadways, Inc. $287,369.97 The low Bidder on the Project was OMG Midwest, Inc. dba Minnesota Paving & Materials with a Total Base Bid Amount of $233,967.00, which compares to the Engineer’s Opinion of Probable Costs (EOPC) of $262,230.00. These Bids have been reviewed and found to be in order. If the City Council wishes to award the Project to the low Bidder, then OMG Midwest, Inc. dba Minnesota Paving & Materials should be awarded the Project on the Total Base Bid Amount of $233,967.00. Should you have any questions, please feel free to contact me at (612) 712-2124. Regards, Stantec Consulting Services Inc. Dave Sanocki Senior Associate Phone: 612 712 2124 CITY OF COTTAGE GROVE, MINNESOTA CITY COUNCIL RESOLUTION 2024-107 RESOLUTION AWARDING THE BID FOR THE SUMMERS LANDING 5TH ADDITION FINAL STREET IMPROVEMENTS PROJECT TO OMG MIDWEST INC., DBA MINNESOTA PAVING & MATERIALS, IN THE AMOUNT OF $233,967.00 WHEREAS, plans and specifications for the Summers Landing 5th Addition Final Street Improvements Project were completed according to City standards; and WHEREAS, bids were requested to provide the necessary work; and WHEREAS, four firms submitted bids; and WHEREAS, it appears that OMG Midwest Inc., dba Minnesota Paving & Materials is the lowest responsible bid; and WHEREAS, it is the recommendation of the City Engineer that the bid be awarded to OMG Midwest Inc., dba Minnesota Paving & Materials in the amount of $233,967.00. NOW THEREFORE BE IT RESOLVED, by the City Council of the City of Cottage Grove, County of Washington, State of Minnesota, the bid for the Summers Landing 5th Addition Final Street Improvements Project is awarded to OMG Midwest Inc., dba Minnesota Paving & Materials, in the amount of $233,967.00. Passed this 17th day of July, 2024. Myron Bailey, Mayor Attest: Tamara Anderson, City Clerk Project Name:City Project No.:Stantec Project No.:Bid Opening:Owner:License No. 40973BID TABULATIONItem NumItem Units Qty Unit Price TotalUnit Price Total Unit Price Total Unit Price TotalBASE BID1 MOBILIZATION LS 1 $20,000.00 $20,000.00 $15,000.00 $15,000.00 $19,800.00 $19,800.00 $39,000.00 $39,000.002 TRAFFIC CONTROL LS 1 $11,500.00 $11,500.00 $2,500.00 $2,500.00 $1,550.00 $1,550.00 $4,500.00 $4,500.003 REMOVE BITUMINOUS WEDGE SY 5900 $3.00 $17,700.00 $8.00 $47,200.00 $3.20 $18,880.00 $2.25 $13,275.004 SAWING BITUMINOUS PAVEMENT LF 200 $0.01 $2.00 $1.00 $200.00 $3.10 $620.00 $2.75 $550.005 REMOVE AND REPLACE BITUMINOUS STREET SY 1000 $10.00 $10,000.00 $10.00 $10,000.00 $45.20 $45,200.00 $52.00 $52,000.006 REMOVE AND REPLACE CONCRETE CURB AND GUTTERLF 660 $56.00 $36,960.00 $55.00 $36,300.00 $45.20 $29,832.00 $65.00 $42,900.007 REMOVE AND REPLACE 6 INCH CONCRETE SIDEWALK SY 180 $102.00 $18,360.00 $140.00 $25,200.00 $119.00 $21,420.00 $120.00 $21,600.008 VIRGIN WEAR COURSE - 1.5" TYPE SP 9.5 WEARING COURSE (3,C) (SPWEA330C)- SPECIALTN 880 $105.00 $92,400.00 $95.00 $83,600.00 $102.00 $89,760.00 $100.00 $88,000.009 BITUMINOUS MATERIAL FOR TACK COAT GL 460 $2.00 $920.00 $2.00 $920.00 $2.50 $1,150.00 $0.01 $4.6010 ADJUST MANHOLE CASTING (CAST IRON MANHOLE ADJUSTING RING)EA 23 $375.00 $8,625.00 $400.00 $9,200.00 $252.00 $5,796.00 $550.00 $12,650.0011 ADJUST VALVE BOX EA 6 $450.00 $2,700.00 $400.00 $2,400.00 $567.00 $3,402.00 $325.00 $1,950.0012 STORM DRAIN INLET PROTECTION EA 37 $160.00 $5,920.00 $125.00 $4,625.00 $143.00 $5,291.00 $0.01 $0.3713 STREET SWEEPER WITH OPERATOR HR 30 $50.00 $1,500.00 $75.00 $2,250.00 $0.01 $0.30 $220.00 $6,600.0014 TOPSOIL BORROW (LV) CY 16 $180.00 $2,880.00 $200.00 $3,200.00 $148.00 $2,368.00 $65.00 $1,040.0015 SODDING SY 150 $30.00 $4,500.00 $20.00 $3,000.00 $30.90 $4,635.00 $22.00 $3,300.00TOTAL BASE BID$233,967.00 $245,595.00 $249,704.30 $287,369.97Phone:Email:erik.beggs@minnpm.comm.mcnamara@mcnamaracontracting.comcborene@parkconstructionco.cominfo@bitroads.comSigned By:Erik BeggsMike McNamara Charlie Borene Pam HagueTitle: VP PreconstructionPresident Vice President SecretarySigned Responsible Contractor Certificate: YesYes Yes YesBid Bond Bid BondBid Bond Bid BondNone None Nione NoneMendota Heights, MN 55120(651) 686-7001David R. Sanocki, PEBidder No. 41481 81st. Ave. NEMinneapolis, MN 55432(763) 786-9800I hereby certify that this is an exactreproduction of bids received.Summers Landing - 5th Addition Final Street ImprovementsCity of Cottage Grove, MinnesotaTuesday, July 9, 2024 at 10:00 AM CDT193805197Contractor Name and Address:Addenda Acknowledged:Bid Security:OMG Midwest Inc. dba Minnesota Paving & Materials14475 Quiram Dr.Rogers, MN 55374(763) 428-8886Park Construction CompanyBidder No. 1Bituminous Roadways Inc.McNamara ContractingMcNamara Contracting Bituminous Roadways Inc.Bidder No. 2OMG Midwest Inc. dba Minnesota Paving & MaterialsPark Construction CompanyBidder No. 316700 Chippendale Ave.Rosemount, MN 55068(651) 322-55001520 Commerce Dr.193805197-Bid Tab.xlsmBT-1