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Parks and Recreation Commission Packet 09-11-2024 (4) Parks and Recreation Commission Regular Meeting & Work Session Agenda Wednesday, September 11, 2024 6:30 PM Elk River City Hall ▪ Regular meeting in Council Chambers ▪ Work Session meeting in Upper Town Conference Room immediately following regular meeting 1. CALL MEETING TO ORDER 2. PLEDGE OF ALLEGIANCE 3. CONSIDER AGENDA 4. CONSIDER MINUTES 4.1 08-14-2024 Special Work Session Minutes 4.2 08-14-2024 Special Meeting and Work Session Minutes 5. OPEN FORUM An opportunity to provide comments and feedback regarding items not on the agenda. Information provided in Open Forum will not be discussed at this meeting; rather, the information will be referred to staff and/or scheduled for discussion at a future meeting. 6. PRESENTATIONS, AWARDS, AND RECOGNITION 7. ACTION ITEMS 7.1 Pullman Place 2nd Plat-Park Dedication 7.2 Meadowsweet Bend-Park Dedication 7.3 PT Complex Welcome Plaza 8. DISCUSSION ITEMS 8.1 Disc Golf Site Tour Recap 8.2 ECC Solar Trail Lighting and Other Cooperative Efforts 8.3 Horse Usage in Parks and Trails 9. PARKS AND RECREATION MANAGER UPDATE 9.1 Parks and Recreation Manager Update 10. DIVISION MANAGER UPDATES 11. ANNOUNCEMENTS Page 1 of 84 The Elk River Vision A welcoming community with revolutionary and spirited resourcefulness, exceptional service, and community engagement that encourages and inspires prosperity 12. MOTION TO ADJOURN MEETING Page 2 of 84 The Elk River Vision A welcoming community with revolutionary and spirited resourcefulness, exceptional service, and community engagement that encourages and inspires prosperity Request for Action To Parks and Recreation Commission Item Number 4.1 Meeting Date September 11, 2024 Prepared By Dawn Larson, Senior Administrative Assistant Item Description 08-14-2024 Special Work Session Minutes Reviewed by Jeff Shelby Joe Stremcha Action Requested Review and approve minutes. Background/Discussion None. Financial Impact None. Mission/Policy/Goal Ethical, efficient, and responsible. Attachments 1. 8-14-24 Special Work Session Minutes Page 3 of 84 Special Work Session of the Elk River Parks and Recreation Commission Held at the Elk River City Hall August 14, 2024 Members Present: Chair Dave Anderson, Commissioners Melissa Fermoyle, Joy Goodwin, Greg Loidolt, Mike Niziolek, Hal Stewart, Jill Varty (Commissioners Fermoyle and Goodwin arrived at 6:30pm) Members Absent: none Council Liaison: none Staff Present: Assistant City Administrator/Business Services Director Joe Stremcha, Parks and Recreation Manager Jeff Shelby, Recreation Sports Coordinator Warren Ellingworth, Recreation Intern Lauren O’Neil, Senior Administrative Assistant Dawn Larson 1. Call Meeting to Order Pursuant to due call and notice thereof, the meeting of the Elk River Parks and Recreation Commission was called to order at 6:00 p.m. by Chair Anderson. 2. Athletic Facilities Master Plan Paul Paige, President of HKGi was in attendance to review the plan and answer questions. Before diving into the details of the plan, Chair Anderson, and Commissioner Niziolek asked to discuss changing the name of the plan to get away from using the words “master plan.” Mr. Paige suggested using the word framework instead of master. Commissioner Niziolek attempted to make a motion to change the name to Facilities framework concept plan. He was cut off and it was discussed before he could finish. Moved by Commissioner Niziolek and seconded by Commissioner Varty to call it the Athletic Fields Framework Plan. Motion carried 7-0. Chair Anderson asked if this agenda item is a discussion item or action item. Mr. Stremcha confirmed it is a discussion. Mr. Paige led the discussion to bring everyone up to date. Chair Anderson said only one person on the current commission was involved in the initial process. Mr. Paige gave a history of the parameters that were given to HKGi to set up this initial plan. Staff at HKGi compared cities nearby and others further out that compared to the City of Elk River with existing facilities and similar demographics. They also considered improvements that would help drive economic growth to the city based on attendance of ball field events. Mr. Paige shared that Kevin Clarke was the person at HKGi that put most of the data together for the plan. Mr. Paige expressed that there were a number of changes with boundaries requested by the commission during the process. Every time changes were requested it changed the layout of the other Page 4 of 84 Parks and Recreation Commission Special Work Session Minutes Page 2 August 14, 2024 fields and facilities. He also expressed that Mr. Ellingworth had shared with HKGi that he would like them to avoid removing any fields during phase one to minimize impact on programming. Mr. Paige continued to explain the process for the phases and reasoning. He also explained that they brought it back to the commission after the changes were made. The results are a combination of the site capacity study that acknowledges site limitations. The framework brings an idea that will technically fit but also leaves room for things to move within the plan as each phase changes. Landscape architects and planners at HKGi put the plan together with the main focus for layout being athletic programming. Chair Anderson said the only way to get somewhere with the discussion would be to walk through the plan going site by site since the commission will ultimately be asking to approve the framework. Mr. Paige agreed and said that the financial numbers are going to be very high, so they have to be aware of that first. He said that the chances of it coming in under budget are not likely. Commissioner Niziolek asked if there is evidence of it being economically beneficial to have these complexes so far out from the center of the city. He thinks they should rethink this and consider bringing this closer to the core. He said the gravel mining area should be considered. Mr. Paige said that the economics of the tournaments is one side, but the other side is community identity. Just as the city has embraced the natural resource side of parks, they can embrace the athletic side as well. People can value both. Mr. Stremcha said that they don’t know the soil conditions or the sizing of the gravel pits at this point to make it a consideration. He also shared that facilities draw people and the Specht property being developed will add more people to the area around the PT Complex. He said that developing the mining area could be much further down the line. Commissioner Goodwin asked if Commissioner Niziolek is asking for all the ball fields to go to the gravel pits or just some? Commissioner Niziolek said he doesn’t have a plan, he is just saying that area of town is going to grow, and he wants to bring that point up. Commissioner Niziolek said he thinks that they should consider where the city is growing before, they make decisions on fields. Commissioner Stewart asked about future potential connection points to the PT Complex. Mr. Stremcha explained that there are potential ones through MNDOT with growing developments. Chair Anderson said it looks like they are cramming a lot of stuff into a small place in the current plan. He said he is worried about the huge price tag. Mr. Ellingworth said that when this plan was shared with the associations back in February, they loved the idea of being at one complex versus being spread around town. He added that they expressed that they enjoy the quiet and country feel. Mr. Stremcha said phase one would include the rectangular fields at the PT Complex. Mr. Ellingworth shared his opinion that everything should be at the PT Complex as is and then as the city grows the northern piece (gravel pits) could be added. Commissioner Niziolek said that he recognizes that we need to do the project in phases but doesn’t want to miss the opportunity of this northern piece of land. Page 5 of 84 Parks and Recreation Commission Special Work Session Minutes Page 3 August 14, 2024 Mr. Paige said the distance between the rectangular fields at the PT Complex is based on industry standards. They even added extra space due to a historical wetland line. Chair Anderson asked about the usable space. Mr. Stremcha said it is about 25 acres. Mr. Paige said the plans also include a lot of storm ponds. It’s a defendable best practice plan. Chair Anderson asked for confirmation that phase one is the rectangular fields. Mr. Stremcha confirmed this and explained the Project Phasing Potential plan. They are regulation soccer field size. The next piece is the Hales Field project because the school has that in their 2028 plan. It would be the east side of Oak Knoll. The left side would stay active during this process. There are a couple of different versions of this plan. Commissioner Goodwin asked if the school district has confirmed that the Ivan Sand school is being removed for sure. Mr. Stremcha confirmed that it is still part of their concept plan, but he does not believe that it has ever gone to the school board. The school district will have a new superintendent within the next six months. Commissioner Loidolt asked what financial investment the school district would make. Mr. Stremcha said it would be sizable and similar to the Lions Park agreement with the schools. Commissioner Loidolt asked if there is any official confirmation from the schools on the investment. Mr. Stremcha said it is still in discussion. Chair Anderson said that when he worked on a project with an Eagle Scout on Hales Field at Oak Knoll the schools informed them the project, they did would be temporary due to the plans for future changes. Commissioner Niziolek asked if the Ivan Sands school would be demolished. Mr. Stremcha said it is still in negotiation who would demo it, but the plan would be for it to be demoed. Commissioner Niziolek asked Commissioner Loidolt what he thought about the plan if Ivan Sand wasn’t torn down. Commissioner Loidolt said he would not want the fields there as they wouldn’t fit according to this plan. Mr. Stremcha said that because the projects aren’t going out for bidding, they could still change things over the next six years as details change. Chair Anderson asked what page the alternate concept was on. Mr. Stremcha explained that on page two is the alternate plan with different parking options on the outside but that creates ADA accessibility concerns. Chair Anderson shared concerns about parking since he believes no one parks in the parking lot right now, how would things change with these new concepts? Mr. Paige said that with the new concept, the foul ball spray has been considered. He said this layout is similar to Castle Field in Anoka. The foul spray line is commensurate with the level of play at each of the fields in these designs. Mr. Paige shared that he has coached many games at these fields, so he is aware of the current parking issues and foul ball concerns. He also explained his reasoning for the different spaces between the fields at Oak Knoll. He said that netting design could be expanded to catch foul balls and there is enough breathing room between the fields to still be functional. Chair Anderson asked Mr. Ellingworth and Mr. Loidolt how tournaments would be used on these fields. Both agreed that they could use this complex for the ice breaker tournament as well as the others. The PT Complex is used for the older kids and DAAC is for younger kids. DAAC is dangerous for foul balls and one field has water build up. Commissioner Loidolt said that he is Page 6 of 84 Parks and Recreation Commission Special Work Session Minutes Page 4 August 14, 2024 concerned about the train noise at Oak Knoll. Commissioner Niziolek said that he wants a sound wall to put into the plan and budget since nothing is currently listed addressing the issue. Mr. Paige pointed out that with this phasing plan so far is all rationalized with or without that piece of land north of the city being addressed. There wouldn’t be anything wasted following this plan. Commissioner Niziolek asked if they could just do three rectangular fields at DAAC. Mr. Stremcha reviewed the current plan for DAAC and explained the reasoning for what the design is. Commissioner Niziolek suggested contacting the Sherburne County Fair to see what the plan is with their property so considerations could be made to create a core for all the fields or not have the ball fields near there at all. Mr. Paige pointed out that the plan for DAAC fits into the plan for programming for Parks and Recreation, not just as fields for tournaments and associations. The shared parking and fields there contribute to large events as well. Commissioner Niziolek reiterated that he thinks there should be talk with city staff and the fairgrounds about the future of that land. Mr. Stremcha said that if they are adding land acquisition considerations, the cost estimates will grow. He asked the commission what the size and scope of their comfort was. Mr. Paige said that relying on the fairgrounds for parking right now is dangerous considering they could sell and move. The value of that land is very high. Commissioner Goodwin said that one consideration she heard was something like a grocery store going in there. Chair Anderson asked the commission if they were comfortable with the seating arrangements at the PT Complex. He also asked Mr. Stremcha if the next step was approving the plan at a meeting and Mr. Stremcha confirmed the plan would come back to another meeting and be voted on. 3. Adjourn Special Work Session Moved by Commissioner Fermoyle and seconded by Commissioner Goodwin to adjourn the regular meeting of the Parks and Recreation Commission at 7:27 p.m. Motion carried 7-0. Minutes prepared by Dawn Larson. ___________________ Dave Anderson, Chair ___________________ Tina Allard, City Clerk Page 7 of 84 The Elk River Vision A welcoming community with revolutionary and spirited resourcefulness, exceptional service, and community engagement that encourages and inspires prosperity Request for Action To Parks and Recreation Commission Item Number 4.2 Meeting Date September 11, 2024 Prepared By Dawn Larson, Senior Administrative Assistant Item Description 08-14-2024 Special Meeting and Work Session Minutes Reviewed by Jeff Shelby Joe Stremcha Action Requested Review and approval. Background/Discussion None Financial Impact None Mission/Policy/Goal Ethical, efficient, and responsible. Attachments 1. 8-14-24 Special Meeting and Work Session Minutes Page 8 of 84 Special Meeting of the Elk River Parks and Recreation Commission Held at the Elk River City Hall August 14, 2024 Members Present: Chair Dave Anderson, Commissioners Melissa Fermoyle, Joy Goodwin, Greg Loidolt, Mike Niziolek, Hal Stewart, Jill Varty Members Absent: none Council Liaison: none Staff Present: Assistant City Administrator/Business Services Director Joe Stremcha, Parks and Recreation Manager Jeff Shelby, Recreation Sports Coordinator Warren Ellingworth, Lauren O’Neil Recreation Intern, Senior Administrative Assistant Dawn Larson 1. Call Special Meeting to Order 1.1 Regular Meeting Cancelation and Special Meeting Notice Pursuant to due call and notice thereof, the meeting of the Elk River Parks and Recreation Commission was called to order at 7:35 p.m. by Chair Anderson. 2. Pledge of Allegiance 3. Consider Minutes 3.1 July 10, 2024, Parks and Recreation Commission Minutes Moved by Commissioner Loidolt and seconded by Commissioner Varty to approve the July 10, 2024, Parks and Recreation Commission Minutes. Motion carried 7-0. 4. Open Forum 5. Presentations, Awards, and Recognition 5.1 Summer Program Recap Presented by Lauren O’Neil-Recreation Intern 6. Action Items 6.1 Veteran Resilience Program Special Event Request at Lion John Weicht Park Zach Binsfeld, 2531 Jefferson St. NE Minneapolis, MN presented the information about the event that was provided in the report. Page 9 of 84 Parks and Recreation Commission Minutes Page 2 August 14, 2024 Mr. Binsfeld gave a history about the program and what they offer to the miliary community. The event will be from 10:00am to 2:00pm and include yard games, a corn hole tournament, and food trucks. The event is a fundraiser with sponsors and with tickets to be sold for the cornhole tournament instead of a 5k. See handouts for the schedule for the day and information about the organization. Chair Anderson asked if they have done this event before in other communities. Mr. Binsfeld has put together events but has never done a cornhole tournament. They are hoping for an attendance of 100- 300 people. It is the first time they are trying something like this. They hope to provide a positive community event for military members past and present and their families and raise mental health awareness. Chair Anderson asked Mr. Binsfeld to come back and tell them how it goes. Moved by Commissioner Niziolek and seconded by Commissioner Goodwin to allow the event and promote the event. Motion carried 7-0. 6.2 Bradford Park South Development-Lennar Homes Mr. Stremcha presented his report and asked for recommendations for feedback to accept park dedication money or additional land that they deem as value. Chair Anderson asked Mr. Stremcha if he had done the math on this. Commissioner Niziolek said the master plan shows the trail continuing all around the lake and he feels that they should stick to that plan. Mr. Stremcha clarified that it is not a lake but a body of water. Commissioner Niziolek pointed out it is clean water derived from an aquifer that was punctured. He also feels it is of great significance to our community. Mr. Stremcha said that the commission can recommend but the council will make their decision and consider the recommendations from the commission. Chair Anderson agrees with Commissioner Niziolek about continuing the trail all around the water. Commissioner Fermoyle asked when the master plan was created. The commissioners confirmed it is the 2018 trails master plan they are referring too. Chair Anderson said it is like an artisan well and has a lot of untapped potential to the community. Commissioner Goodwin asked if adding the full trail loop would eat up all the park dedication money. Chair Anderson clarified that this option would only use a portion of the money and that it is always a balancing act to weight the money vs. the amenity. Commissioner Goodwin asked if there were other parks in this area. Mr. Stremcha reviewed the original layout of the park with the commission and explained that being a new development there are no other parks. Commissioner Varty also agreed that the trail should continue in a circle. Page 10 of 84 Parks and Recreation Commission Minutes Page 3 August 14, 2024 Mr. Stremcha explained that it would be around a $115,000 reduction in park dedication money if they accept the land. Commissioner Fermoyle asked for clarification on what is being asked of the commission. Chair Anderson shared that the fundamental question is to accept the trail of value and/or the money. Moved by Commissioner Niziolek and seconded by Commissioner Loidolt to incorporate a complete trail around the body of water and include the recommended green space associated with this trail of approximately 2.5 acres and the remainder in cash. Motion carried 7-0. 7. Discussion Items 7.1 Meadowsweet Bend Development Mr. Stremcha explained that this is a conceptual plan for review at this time and no action is needed until the meeting in September. Ben Schmidt with Twin Cities Land Development introduced himself. Mr. Stremcha explained that the property is adjacent to Burr Oak and the question to the commission is if it is agreeable that the park dedication portion of the land encompasses the utility lines. The Commissioners discussed if it would be used as programable space or not. This park is a consideration for the disc golf location so it would be a good idea to walk the space before this comes back in September for decision. Mr. Schmidt explained this development is a hybrid designed for rural development without curbs and gutters but with city sewer. He will be meeting with the planning department next week. Commissioner Niziolek asked if this requires a zoning change. Chair Anderson asked if there will be public hearings through planning and council. Commissioner Niziolek asked to see the master trail plan. Commissioner Niziolek pointed out that there is a plan to put a trail through that development going east to west so there is no other option but to put it along the tamarack swamp setting it off from the neighborhood and meeting the trail needs. Mr. Schmidt said that would mean putting the trail through back yards and that is something that people do not like due to conflicts with assumptions of privacy in such a rural setting. Chair Anderson asked that Mr. Stremcha go back to the trail plan and pointed out that the dotted yellow line of the proposed trail connection should have been considered before these plans were made. Commissioner Niziolek believes a trail would be an amenity to this development. Chair Anderson said that in an ideal world the trail would follow the bluff line but that would significantly affect these lots. Commissioner Niziolek said he does not have a plan since he has not had a lot of time to look at the plans but suggested the developer consider doing it as a cluster house design. Mr. Schmidt said from what he knows via City staff is that there is not a desire for unconventional design for housing which Page 11 of 84 Parks and Recreation Commission Minutes Page 4 August 14, 2024 is why they created the layout as a conventional rural acreage concept design. He is also open to the idea of a trail even though he does not have it in the design right now. Mr. Schmidt said he did review the trail master plan and the plan for a potential future trail through the land. He also agrees that trails are amenities but would like a trail that is on the roadbed so it would not take up so much acreage by having the street, ditch, trail, ditch, driveway. He would like it if they produced a trail that is on the same plane as the roadbed west to east to connect the neighborhood to the park. Mr. Stremcha said that an option would be to run a trail along the main road that runs through the development to make that bridge point to the county road, also if there is interest in converting one of the lots to additional land to create an observation area. Chair Anderson asked what out lot B would be. Mr. Schmidt said it is a storm pond. The other out lot A is wetland and slopes etc. and would be owned by the HOA of the development. Commissioner Niziolek said he has not looked at this property very closely but is curious about reconfiguring the layout of the existing Burr Oak Park to fit the community's needs better. Chair Anderson said he believes Burr Oak is park dedication land. Commissioner Niziolek said that he would not accept tamarack swamp as park dedication. Chair Anderson asked if the commission felt they could accept the land under the power lines. Mr. Stremcha said it is defined as usable as maybe parking lot but not a playground etc. or other amenities. Commissioner Niziolek said there are some access issues to Burr Oak Park that he feels need to be addressed at some point and could be during this process. Mr. Schmidt said that the piece of land they proposed was with the idea to give an access point and potentially parking for the park. Chair Anderson is asking if they can accept land that is in the power line right of way and said they can discuss this at the next meeting. Commissioner Niziolek said he is reluctant to accept park dedication land under the utilities. Mr. Stremcha said the commission can decide what is and is not usable space. Chair Anderson wants to talk to the power company to see what uses can be done under the power lines before deciding. Commissioner Niziolek said that if they cannot build a structure on it, he does not see the property as usable. Chair Anderson said it would be nice to have a trail east to west and he is interested in the little triangle piece of land because it would create an access point to the property. Mr. Schmidt explained that the size of the piece of land is 3.7 acres with about 40% in the easement area. Chair Anderson said he is interested in the piece of property because he knows they do need access to the park. Commissioner Niziolek suggested reconfiguring the park with the possibility of rounding the edges. Page 12 of 84 Parks and Recreation Commission Minutes Page 5 August 14, 2024 Mr. Schmidt said that the driveway on the east will be used as an emergency access during construction but then they could work out a deal where the city would have access to that after the development is done. He said he appreciated the feedback and would take it into consideration as they continue to work through the process. 8. Recreation Manager Update 8.1 Parks and Recreation Manager Update Mr. Shelby presented his report. Commissioner Niziolek asked if the public will be notified about the River’s Edge Commons Park rock replacement. Mr. Stremcha confirmed they would work with their communications team to get the word out but that there would not be a public hearing. Commissioner Niziolek asked about potential resurfacing of the trails at Woodland Trails and if the commission could be updated on that. Mr. Stremcha said he was not sure of the timeline. Commissioner Niziolek asked for notices given to the public when that occurs. Chair Anderson said he is not sure of a date either. 9. Announcements 10. Motion to Adjourn Special Meeting Moved by Commissioner Niziolek and seconded by Commissioner Goodwin to adjourn the special meeting of the Parks and Recreation Commission at 8:45pm. Motion carried 7-0. Commissioner Goodwin left the meeting at 8:45pm. 11. Work Session 11.1 Concept Review: The Specht Family Farm Housing Development Mr. Stremcha introduced Steve Bono and Heather Barker with Capstone Homes. They have already met with the planning commission and then the City Council. Mr. Bono explained that the property is very special for many reasons, and they were selected by the family to work on the property. Mr. Bono said their desire is to work with the commission on creating a great park. After this meeting they will meet with the City Council to begin a master concept plan. The goal would be to create a 10 to 12-month plan to work with the City of Elk River, Sherburne County and the DNR in hopes of breaking ground on the property next year. Mr. Bono explained that riverfront land on the Mississippi like this is not something they have had many of to work with. The property is located next to the Oliver Kelley Farm. One of the goals of the project is to have pedestrian trails that bring people to the river and after visiting Rivers Edge Commons Park he saw how there could be potential for the property to eventually connect to this park. Mr. Bono explained that they would like to have trail connections to the north, south, and even across highway 10. Page 13 of 84 Parks and Recreation Commission Minutes Page 6 August 14, 2024 The frontage of the property along highway 10 is about a mile and there is also about a mile of riverfront. Capstone Homes has been working with several communities including St. Michael on building a park right in the middle of their community. Their goal is to have a residential community with access to the river and provide opportunities for city residents of Elk River to walk or ride their bike to the river. The plan calls for about 500-600 homes. The Legacy Bay community in St. Michael is what they are using as inspiration with most of the homes located inward from the river to keep them at an affordable price. They have been looking at a boat launch option for the river as well. He went over the park space. There would be another potential trail that would connect to the Oliver Kelley Farm. DNR approval would be necessary for the lower flood plain. They have worked with them before on the St. Michael project. Mr. Bono explained that the next steps would be to gather feedback from today and offer a tour of the St. Michael housing community they worked on, and then onto the City Council to keep moving forward with the master concept plan. Chair Anderson asked about the water way and if it would be for storm water. Mr. Bono confirmed it would be. It would be a wet bottom pond that would drain into the river. Chair Anderson asked about the size of it and if it would sustain the size they are thinking. Mr. Bono confirmed he believed that it would. The developers wanted a trail off the road and near water. Commissioner Niziolek said that having a trail on the bluff top along the entire development would be a premier trail. He also recommends that the developers, family, city staff, commissioners, and other land interest groups to see if they could make something happen as far as a trail on the bluff top. These groups could include the Friends of the Mississippi, MN Land Trust, and the Trust for Public Lands. Chair Anderson asked to see the trail master plan again, pointing out the Mississippi River trail concept and said it could be one of the best trails ever. He also shared that previous collaborations with the land interest groups that Commissioner Niziolek mentioned have given great results. Chair Anderson said that the idea of a park down by the Mississippi is fabulous and incorporating a bluff trail would be incredible. He told Mr. Bono that it sounds like a quality development they are striving for. Mr. Bono pointed out where the road and boat launch option is on the plans on the upper part of the map. It would be like the one in Anoka. Chair Anderson said he and the Trust for Public Land have already been on the site already and if there is any way that the bluff could be restored to oak savannah it would be incredible. He also explained what the Trust for Public Land is and how they assist in acquiring land. They assisted in the acquisition of the William H. Houlton conservation area. Page 14 of 84 Parks and Recreation Commission Minutes Page 7 August 14, 2024 Chair Anderson explained that the Friends of the Mississippi have put almost a million dollars into the William H. Houlton Conservation Area. Chair Anderson and Commissioner Niziolek explained how these organizations assist with acquiring land via grants and funding other than park dedication. Commissioner Stewart shared that the developer gets fair market value for the property from the organizations, the city gets money instead of park land, and then the organizations help with the maintenance of the property. Mr. Bono said he is interested in working with the commission and appreciates the feedback. 12. Motion to Adjourn Work Session Moved by Commissioner Loidolt and seconded by Commissioner Varty to adjourn the work session of the Parks and Recreation Commission at 9:31 p.m. Motion carried 7-0. Minutes prepared by Dawn Larson. ___________________ Dave Anderson, Chair ___________________ Tina Allard, City Clerk Page 15 of 84 The Elk River Vision A welcoming community with revolutionary and spirited resourcefulness, exceptional service, and community engagement that encourages and inspires prosperity Request for Action To Parks and Recreation Commission Item Number 7.1 Meeting Date September 11, 2024 Prepared By Joe Stremcha, Business Services Director/Assistant City Administrator Item Description Pullman Place 2nd Plat-Park Dedication Reviewed by Jeff Shelby Joe Stremcha Action Requested Approve, by motion, a recommendation to City Council to approve park dedication for Pullman Place 2nd Plat to be paid, at the applicable park dedication rate when the lot is released for recording. Background/Discussion The Developer, DigniSuites, proposes to develop an Assisted Living and Memory Care “Care Home” to provide for the needs of the elderly citizens and those with family members in need of assisted living and memory care services. The newly designed building shows careful consideration for today’s healthcare environment and realities, featuring 32 private suites for chronic care services. Residents will enjoy a home- like atmosphere in a secured setting that allows freedom to participate in activities that not only manage their daily care needs but also provides a higher quality of life than that offered in more institutional settings. With amenities including a congregate dining room, daylit commons, activity/craft area, and a secure outdoor porch, residents benefit from a life enrichment program that is specially designed for those with Alzheimer’s and dementia. DigniSuites of Elk River’s goal is to provide our residents with the right care at the right time. Financial Impact Park dedication for 32 high density residential units is $190,252.16. Mission/Policy/Goal Responsibly grow. Attachments 1. CU 24-15 Narrative (3) 2. P 24-13 Location Map 3. Pullman Plat Aerial-1 Page 16 of 84 CU 24-15 Narrative The DigniSuites team proposes to develop an Assisted Living and Memory Care “Care Home” to provide for the needs of the elderly citizens and those with family members in need of assisted living and memory care services. The newly designed building shows careful consideration for today’s healthcare environment and realities, featuring 32 private suites for chronic care services. Residents will enjoy a home-like atmosphere in a secured setting that allows freedom to participate in activities that not only manage their daily care needs but also provides a higher quality of life than that offered in more institutional settings. With amenities including a congregate dining room, daylit commons, activity/craft area, and a secure outdoor porch, residents benefit from a life enrichment program that is specially designed for those with Alzheimer’s and dementia. DigniSuites of Elk River’s goal is to provide our residents with the right care at the right time. Hours of Operation: 24/7/365 Employees: 24-30 FTE / Payroll $1mm+ Total Land Size: 2.8 Acres (43,500 sq ft) Building Size: Approx. 20,300 Sq. Ft. Occupancy: 32 Private Suites: High Care - 16 Residents / Memory Care - 16 Residents Parking Stalls: 18 Outdoor Storage: Trash & Maintenance equipment Screening: Extensive landscaping is typical, with emphasis to screen transformer & emergency generator Signage: To be determined with City of Elk River, to include monument sign(s) and/or building signage. The subject parcel is currently an out lot of the Elk River Station PUD (OUTLOT A, Pullman Place) and DigniSuites request to amend the current PUD via a Conditional Use Permit to allow for assisted living and nursing facilities will serve as a transition between nearby businesses and multifamily properties. The proposed use will better occupy land that few commercial enterprises can fit on, after setbacks, ROW, green space & parking are considered. Traffic impacts are minimal (residents do not operate vehicles) and parking, limited to staff & visitors, is less than typical multifamily housing projects. DigniSuites always works with local emergency services to reduce unnecessary calls to the site. By granting the Application, Elk River will gain an attractive, tax-paying member to the community in an otherwise idle property. The building and occupants are secure, noise is not an issue, and the neighbors should appreciate a peaceful co-existence with the residents, while offering community benefits such as: - Chamber of Commerce Membership - Public meeting room space - Wellness clinic offerings - Charity drop-off site for food & clothing - Local daycare center partnerships - Internship & volunteer opportunities Page 17 of 84 Page 18 of 84 Page 19 of 84 The Elk River Vision A welcoming community with revolutionary and spirited resourcefulness, exceptional service, and community engagement that encourages and inspires prosperity Request for Action To Parks and Recreation Commission Item Number 7.2 Meeting Date September 11, 2024 Prepared By Joe Stremcha, Business Services Director/Assistant City Administrator Item Description Meadowsweet Bend-Park Dedication Reviewed by Jeff Shelby Joe Stremcha Action Requested Recommend, by motion, acceptance of the proposed 3.1 acres of park as shown on the attached park dedication layout. Recommend, by motion, acceptance of cash dedication based on a pro-rated amount after the land dedication has been accounted. Background/Discussion The developer, Twin Cities Land Development (TCLD), is proposing a 104-lot subdivision (217 acres). at the northwest corner of County Road 1 and Ranch Road. The project is unique in that the developer has proposed connecting to city sewer, but not city water. There is an existing sewer connection at the southeast corner of this parcel and both the City Council and Elk River Municipal Utilities have reviewed the concept, prior to this application, and are comfortable with the utility proposal. The lots are approximately 1-acre or larger, and the developer has proposed minimal grading and tree removal to preserve as much of the existing landscape as possible. The site also abuts 26 acres of city park land (Burr Oak Park), and plans include a land dedication to provide a direct connection from this residential subdivision to the existing city park. The developer proposed to add a trail along SW Queen St NW, 217th Ave NW, and Gabbro Ave. The developer has offered to pave the proposed parking lot during the development's construction as a paid park dedication reduction if the city is agreeable. Financial Impact Park dedication for 104 units is $318,760 minus 3.1 acres of park land equals roughly $260,000 in park dedication. Mission/Policy/Goal Responsibly grow. Page 20 of 84 Attachments 1. LU 24-03_ZC 24-02_P 24-10 Location Map 2. 2024.07.29 Narrative Meadowsweet Bend (1) 3. Meadowsuit Bend Park Land Dedication 4. 24-0120.00 Meadowsweet Bend Civil Set 3 9-5-2024 Page 21 of 84 Page 22 of 84 Meadowsweet Bend, Elk River – Preliminary Plat Narrative 7.29.24 Meadowsweet Bend Proposal for New Residential Acreage Lots in Elk River The team at Twin Cities Land Development (TCLD) is pleased to propose Meadowsweet Bend; a new large-lot residential neighborhood at Ranch Road in Elk River, MN. PROJECT SUMMARY Meadowsweet Bend Proposes: - 104 new construction, for-sale homes (across ~217 gross acres) - A range of lot sizes for buyers to choose from (min ~1 acres to 8+ acres) Based on concept review discussions to date, our understanding is that the City of Elk River and community stakeholders have expressed a desire for lower density housing within this area of the City. We agree that this is the highest and best use for this land, considering the beauty of the existing land and the surrounding community context. W e are confident that there is very strong builder/home-buyer demand for larger acreage residential lots in Elk River. Proposed lots will meet or exceed the city’s standard R-1B sewered zoning requirements, with the following dimensions: Lot Dimensions R-1B Zoning Meadowsweet Bend Front Setbacks 35’ 35’ Side Setbacks 10’ 10’ Rear Setbacks 25’ 25’ Min Lot Width 80’ 120’ Min Lot Sq Ft 12,000 sq ft 40,206 sq ft DEVELOPMENT GOALS Meadowsweet Bend aims to deliver mutually desired new housing opportunities and significant community benefits for both existing and new residents in Elk River. Through the creation of a new, thoughtfully crafted residential neighborhood, we strive to bring to life the City’s vision for the Ranch Road Corridor in the following ways: 1. Residential Land Use: Encourage residential development with a variety of housing types that fosters high- quality, livable neighborhoods, supports the established character of the area, and fosters greater housing choice. Meadowsweet Bend is positioned between the more traditional Windsor neighborhood and surrounded by agricultural / rural land. The project proposes a mix of lot sizes that will provide a complementary buffer and transition between the existing rural and residential uses. Meadowsweet Bend will help to expand the range of housing options available in the City of Elk River and provide much-needed new home-ownership opportunities. The neighborhood design allows for a range of price points and considers that many homebuyers today wish to be part of a community with a strong sense of place while also providing a sense of independence and open private space. Page 23 of 84 Meadowsweet Bend, Elk River – Preliminary Plat Narrative 7.29.24 2. Expand Access to Parks, Open Space & Natural Resources through neighborhood development. The overall layout of the neighborhood at Meadowsweet Bend is designed to showcase and preserve the existing natural resources of the area; A winding rural road will allow pedestrian connections to nature and neighbors. The project proposes dedication of ~3.14 acres of land to the City (adjacent to the existing Burr Oak Park), which could be used to expand and enhance public access to this public amenity. 3. Thoughtful Utility Design: A unique opportunity to deliver a hybrid utility model. Rural developments typically include individual wells and septic systems. The proposed neighborhood has been sized in a manner that will support this traditional well/septic rural configuration. However, based on preliminary engineering review and analysis of the 2023 Feasibility Report prepared by WSB for the City of Elk River, we propose that this specific site location and layout presents a unique opportunity to provide homebuyers with a hybrid utility model. Each lot can be served by individual wells for water service, yet can connect to Municipal Sewer via the existing Windsor Lift Station (as described in the Feasibility study through the Northwest Expansion area findings). This hybrid well/sewer configuration has been successfully executed in many communities and provides an appealing option for both homebuyers as well as municipalities. New lots would contribute Sewer Extension Costs and SAC Fees, providing the funding to support long-term maintenance – providing City control over the system’s function. Homebuyers will benefit from the efficiencies and peace of mind that municipal sewer services provide, while retaining the sought-after rural feel and character that are typically associated with well-water and acreage lots. Based on preliminary discussions with Elk River stakeholders including Municipal Utilities and public concept plan hearings, we believe there is a shared interest and benefit in pursuing this hybrid design solution. We sincerely appreciate your time, and all feedback, suggestions, or questions that the community can provide as we advance designs for this project. We look forward to the opportunity to collaborate with you to bring a shared vision to fruition for Meadowsweet Bend! Thank you, Carla Dunham Twin Cities Land Development Page 24 of 84 Meadowsweet Bend, Elk River – Preliminary Plat Narrative 7.29.24 ABOUT US The TCLD team has experience in every facet of Twin Cities real estate development, investment, and management. The project team has developed thousands of single-family and multi-family lots, establishing itself as the most prominent locally owned lot developer in the Twin Cities. As a trusted residential developer, our track record speaks for itself. Over the years, we have successfully brought numerous projects to life, earning a reputation for integrity, reliability, and exceptional results. Our diverse portfolio showcases our ability to adapt to evolving market trends and deliver projects that stand the test of time. Learn more at: www.TCLandDev.com . LOCAL DEVELOPMENT EXPERIENCE Page 25 of 84 1.5 Acres 1.6 Acres Page 26 of 84 CIVIL & SURVEY PLANS PREPARED BY:DESCRIPTIONDATENO.REVSEPTEMBER 2024REVISED PER CITY REVIEW09/05/2024PRELIMINARY PLANSCITY OF ELK RIVER, SHERBURNE COUNTY, MNMEADOWSWEET BENDRANCH ROAD NW (CR 33)TWIN CITIES LAND DEVELOPMENT, LLC.Bogart, Pederson& Associates, Inc.LAND SURVEYINGCIVIL ENGINEERINGENVIRONMENTAL SERVICESTraditional Values Ã Creative SolutionsVICINITY MAPSHERBURNE COUNTY, MINNESOTAPROJECT LOCATION12:45 PM N:\Projects Current\24-0120.00 TCLD Ranch Road\Civil\CAD Files\CoverSWPPPDetails.dwg9/5/2024 REFERENCED STANDARDS:·ELK RIVER DESIGN STANDARDS (2023)·MNDOT ROAD DESIGN MANUAL (2023)·MNDOT STANDARD PLATES·MPCA STORMWATER MANUAL·CEAM SPECIFICATIONS (2013)·MUTCD (2023)PRIVATE UTILITIES SHOWN ARE QUALITY LEVEL D.QUALITY LEVEL D PROVIDES THE MOST BASIC LEVEL OF INFORMATION. IT INVOLVESCOLLECTING DATA FROM EXISTING UTILITY RECORDS. RECORDS MAY INCLUDE AS-BUILTDRAWINGS, DISTRIBUTION AND SERVICES MAPS, EXISTING GEOGRAPHIC INFORMATIONSYSTEM DATABASES, CONSTRUCTION PLANS, ETC.NO SCALENMEADOWVALE RD NW (CR 32)RANCH ROAD NW(CR 33)ELK LAKE ROAD NW(CR 1)214TH LNNWQUEENS ST NW 214TH AVENWSheet List TableSheet NumberSheet Title-CoverC1.0Overall Removals PlanC1.1SW Removals PlanC1.2NW Removals PlanC1.3NE Removals PlanC1.4SE Removals PlanC2.0Overall Site PlanC2.1SW Site PlanC2.2NW Site PlanC2.3NE Site PlanC2.4SE Site PlanC2.5Lot TablesC3.0Overall Grading PlanC3.1SW Grading PlanC3.2NW Grading PlanC3.3NE Grading PlanC3.4SE Grading PlanC4.1Queen St NW Plan & ProfileC4.2Queen St NW Plan & ProfileC4.3217th Ave NW Plan & ProfileC4.4Joplin St NW Plan & ProfileC4.5Joplin St NW Plan & ProfileC4.6Riebeck St Plan & ProfileC4.7Riebeck St Plan & ProfileC4.8Gabbro Ave Plan & ProfileC4.9Gabbro Ave Plan & ProfileC4.10Solanum Circle Plan & ProfileC5.1Turn Lane PlanC6.0Full Erosion Control PlanC6.1SW Erosion Control PlanC6.2NW Erosion Control PlanC6.3NE Erosion Control PlanC6.4SE Erosion Control PlanC7.0SWPPP NarrativeC7.1City DetailsC7.2Site DetailsC7.3Sanitary DetailsC8.0Overall Landscaping PlanC8.1SW Landscaping PlanC8.2NW Landscaping PlanC8.3NE Landscaping PlanC8.4SE Landscaping PlanPage 27 of 84 OHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHESHEET X.1SHEET X.2SHEET X.4SHEET X.3SHEET X.3 SHEET X.2 SHEET X.4 SHEET X.1 CALL 48 HOURS BEFORE DIGGING:TWIN CITY AREA 651-454-0002MINNESOTA TOLL FREE 1-800-252-1166 GOPHER STATE ONE CALL SITE BASE OVERALL REMOVALS PLANC1.02:45 PM N:\Projects Current\24-0120.00 TCLD Ranch Road\Civil\CAD Files\TCLD Removals.dwg9/5/2024 NSCALE:0'200'400'1"=200'DESCRIPTIONDATENO. REV FILE NO.: DWG FILE: CHECKED BY: DRAWN BY: DESIGN BY: DATE: SHEET NO.LAND SURVEYING CIVIL ENGINEERING ENVIRONMENTAL SERVICES 13076 FIRST STREET, BECKER, MN 55308-9322 TEL: 763-262-8822 FAX: 763-262-8844 BOGART, PEDERSON & ASSOCIATES, INC. MEADOWSWEET BEND DEVELOPMENT City of Elk River, Sherburne County, MN 09/05/2024 24-0120.00 MJM, CJD MJM MJM 1 09/05/2024 REVISION PER CITY REVIEW 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. Signed: Date: Lic. No. Christopher J. Dahn 5862809/05/2024 DEMOLITION GENERAL NOTES:1.IT IS THE RESPONSIBILITY OF THE CONTRACTOR TOPERFORM OR COORDINATE ALL UTILITY CONNECTIONSAND RELOCATIONS FROM EXISTING UTILITY LOCATIONSTO THE PROPOSED BUILDING, AS WELL AS TO ALL ON-SITEAMENITIES. THESE CONNECTIONS INCLUDE BUT ARE NOTLIMITED TO WATER, SANITARY SEWER, UNDERGROUNDGAS, ETC.2.THE CONNECTIONS SHALL BE PERFORMED INACCORDANCE WITH STATE AND LOCAL STANDARDSPECIFICATIONS FOR CONSTRUCTION. UTILITYCONNECTIONS (UNDERGROUND GAS, WATERMAIN, ANDSTORM SEWER) MAY REQUIRE A PERMIT FROM THE CITY.3.THE CONTRACTOR SHALL VERIFY THE ELEVATIONS ATPROPOSED CONNECTIONS TO EXISTING UTILITIES PRIORTO ANY DEMOLITION.4.CONTRACTOR SHALL COORDINATE WITH THE CITY OF ELKRIVER FOR ALL UTILITY DISCONNECTIONS, SERVICETERMINATIONS AND REMOVALS. CONTRACTOR SHALLCOORDINATE UTILITY DISCONNECTIONS ANDRELOCATIONS WITH THE UTILITY PROVIDERS PRIOR TOTHE START OF CONSTRUCTION. ALL SERVICECONNECTIONS/DISCONNECTIONS SHALL BE PERFORMEDIN ACCORDANCE WITH STATE AND LOCAL STANDARDSPECIFICATIONS FOR CONSTRUCTION. CONTRACTORSHALL OBTAIN ALL NECESSARY STATE AND LOCALPERMITS NECESSARY FOR UTILITY CONSTRUCTION ANDWORK WITHIN ADJACENT RIGHT-OF-WAYS.5.IF DEWATERING IS REQUIRED FOR THIS PROJECT, THEPUMP DISCHARGE SHALL BE TREATED PRIOR TO BEINGDISCHARGED OFF-SITE OR INTO A SURFACE WATER. THEDISCHARGE SHALL BE VISUALLY CHECKED TO ENSURETHAT IT IS VISIBLY CLEAN WATER.6.CONTRACTOR SHALL PROTECT UTILITIES, STRUCTURESAND TREES (NOTED AND NOT NOTED) TO REMAIN ANDSHALL BE RESPONSIBLE TO REPAIR DAMAGES TO ANYFEATURES TO REMAIN.7.TREES 6" AND LARGER AND OTHER NOTABLE VEGETATIONWERE IDENTIFIED AND LOCATED DURING THE COURSE OFTHE SURVEY. CONTRACTOR SHALL FIELD VERIFY THEEXISTING CONDITIONS OF THE PROJECT AREA ANDREMOVE ALL TREES NOT DESIGNATED TO BE SAVED ANDPROTECTED. ALL TREES, DEBRIS, ROOTS, BOULDERS ANDTOPSOIL SHALL BE REMOVED FROM THE SITE.REMOVE PAVEMENT SECTIONREMOVE EXISTING TREESLEGEND:REMOVE FEATURESALVAGESAW-CUTGRADING EXTENTSPage 28 of 84 OHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHESHEET X.1SHEET X.2SHEET X.4 SHEET X.1 OVERHEAD POWER LINESCAUTIONOVERHEAD POWER LINESCAUTIONREMOVE ±1.06 ACRES OF TREESREMOVE ±3.30 ACRES OF TREESREMOVE 26,305 SQ FT OF GRAVEL TRAILREMOVE 105 LF OF FENCESAWCUT & REMOVE 4,000 SQ FT OF BITUMINOUSREMOVE FENCECALL 48 HOURS BEFORE DIGGING:TWIN CITY AREA 651-454-0002MINNESOTA TOLL FREE 1-800-252-1166 GOPHER STATE ONE CALL SITE BASE SW REMOVALS PLANC1.12:45 PM N:\Projects Current\24-0120.00 TCLD Ranch Road\Civil\CAD Files\TCLD Removals.dwg9/5/2024 NSCALE:0'100'200'1"=100'DESCRIPTIONDATENO. REV FILE NO.: DWG FILE: CHECKED BY: DRAWN BY: DESIGN BY: DATE: SHEET NO.LAND SURVEYING CIVIL ENGINEERING ENVIRONMENTAL SERVICES 13076 FIRST STREET, BECKER, MN 55308-9322 TEL: 763-262-8822 FAX: 763-262-8844 BOGART, PEDERSON & ASSOCIATES, INC. MEADOWSWEET BEND DEVELOPMENT City of Elk River, Sherburne County, MN 09/05/2024 24-0120.00 MJM, CJD MJM MJM 1 09/05/2024 REVISION PER CITY REVIEW 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. Signed: Date: Lic. No. Christopher J. Dahn 5862809/05/2024 DEMOLITION GENERAL NOTES:1.IT IS THE RESPONSIBILITY OF THE CONTRACTOR TOPERFORM OR COORDINATE ALL UTILITY CONNECTIONSAND RELOCATIONS FROM EXISTING UTILITY LOCATIONSTO THE PROPOSED BUILDING, AS WELL AS TO ALL ON-SITEAMENITIES. THESE CONNECTIONS INCLUDE BUT ARE NOTLIMITED TO WATER, SANITARY SEWER, UNDERGROUNDGAS, ETC.2.THE CONNECTIONS SHALL BE PERFORMED INACCORDANCE WITH STATE AND LOCAL STANDARDSPECIFICATIONS FOR CONSTRUCTION. UTILITYCONNECTIONS (UNDERGROUND GAS, WATERMAIN, ANDSTORM SEWER) MAY REQUIRE A PERMIT FROM THE CITY.3.THE CONTRACTOR SHALL VERIFY THE ELEVATIONS ATPROPOSED CONNECTIONS TO EXISTING UTILITIES PRIORTO ANY DEMOLITION.4.CONTRACTOR SHALL COORDINATE WITH THE CITY OF ELKRIVER FOR ALL UTILITY DISCONNECTIONS, SERVICETERMINATIONS AND REMOVALS. CONTRACTOR SHALLCOORDINATE UTILITY DISCONNECTIONS ANDRELOCATIONS WITH THE UTILITY PROVIDERS PRIOR TOTHE START OF CONSTRUCTION. ALL SERVICECONNECTIONS/DISCONNECTIONS SHALL BE PERFORMEDIN ACCORDANCE WITH STATE AND LOCAL STANDARDSPECIFICATIONS FOR CONSTRUCTION. CONTRACTORSHALL OBTAIN ALL NECESSARY STATE AND LOCALPERMITS NECESSARY FOR UTILITY CONSTRUCTION ANDWORK WITHIN ADJACENT RIGHT-OF-WAYS.5.IF DEWATERING IS REQUIRED FOR THIS PROJECT, THEPUMP DISCHARGE SHALL BE TREATED PRIOR TO BEINGDISCHARGED OFF-SITE OR INTO A SURFACE WATER. THEDISCHARGE SHALL BE VISUALLY CHECKED TO ENSURETHAT IT IS VISIBLY CLEAN WATER.6.CONTRACTOR SHALL PROTECT UTILITIES, STRUCTURESAND TREES (NOTED AND NOT NOTED) TO REMAIN ANDSHALL BE RESPONSIBLE TO REPAIR DAMAGES TO ANYFEATURES TO REMAIN.7.TREES 6" AND LARGER AND OTHER NOTABLE VEGETATIONWERE IDENTIFIED AND LOCATED DURING THE COURSE OFTHE SURVEY. CONTRACTOR SHALL FIELD VERIFY THEEXISTING CONDITIONS OF THE PROJECT AREA ANDREMOVE ALL TREES NOT DESIGNATED TO BE SAVED ANDPROTECTED. ALL TREES, DEBRIS, ROOTS, BOULDERS ANDTOPSOIL SHALL BE REMOVED FROM THE SITE.REMOVE PAVEMENT SECTIONREMOVE EXISTING TREESLEGEND:REMOVE FEATURESALVAGESAW-CUTGRADING EXTENTSPage 29 of 84 OHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHESHEET X.3 SHEET X.2OVERHEAD POWER LINESCAUTIONREMOVE ±0.02 ACRES OF TREESREMOVE ±3.30 ACRES OF TREESREMOVE 26,305 SQ FT OF GRAVEL TRAILREMOVE 105 LF OF FENCECALL 48 HOURS BEFORE DIGGING:TWIN CITY AREA 651-454-0002MINNESOTA TOLL FREE 1-800-252-1166 GOPHER STATE ONE CALL SITE BASE NW REMOVALS PLANC1.22:45 PM N:\Projects Current\24-0120.00 TCLD Ranch Road\Civil\CAD Files\TCLD Removals.dwg9/5/2024 DESCRIPTIONDATENO. REV FILE NO.: DWG FILE: CHECKED BY: DRAWN BY: DESIGN BY: DATE: SHEET NO.LAND SURVEYING CIVIL ENGINEERING ENVIRONMENTAL SERVICES 13076 FIRST STREET, BECKER, MN 55308-9322 TEL: 763-262-8822 FAX: 763-262-8844 BOGART, PEDERSON & ASSOCIATES, INC. MEADOWSWEET BEND DEVELOPMENT City of Elk River, Sherburne County, MN 09/05/2024 24-0120.00 MJM, CJD MJM MJM 1 09/05/2024 REVISION PER CITY REVIEW 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. Signed: Date: Lic. No. Christopher J. Dahn 5862809/05/2024 NSCALE:0'100'200'1"=100'DEMOLITION GENERAL NOTES:1.IT IS THE RESPONSIBILITY OF THE CONTRACTOR TOPERFORM OR COORDINATE ALL UTILITY CONNECTIONSAND RELOCATIONS FROM EXISTING UTILITY LOCATIONSTO THE PROPOSED BUILDING, AS WELL AS TO ALL ON-SITEAMENITIES. THESE CONNECTIONS INCLUDE BUT ARE NOTLIMITED TO WATER, SANITARY SEWER, UNDERGROUNDGAS, ETC.2.THE CONNECTIONS SHALL BE PERFORMED INACCORDANCE WITH STATE AND LOCAL STANDARDSPECIFICATIONS FOR CONSTRUCTION. UTILITYCONNECTIONS (UNDERGROUND GAS, WATERMAIN, ANDSTORM SEWER) MAY REQUIRE A PERMIT FROM THE CITY.3.THE CONTRACTOR SHALL VERIFY THE ELEVATIONS ATPROPOSED CONNECTIONS TO EXISTING UTILITIES PRIORTO ANY DEMOLITION.4.CONTRACTOR SHALL COORDINATE WITH THE CITY OF ELKRIVER FOR ALL UTILITY DISCONNECTIONS, SERVICETERMINATIONS AND REMOVALS. CONTRACTOR SHALLCOORDINATE UTILITY DISCONNECTIONS ANDRELOCATIONS WITH THE UTILITY PROVIDERS PRIOR TOTHE START OF CONSTRUCTION. ALL SERVICECONNECTIONS/DISCONNECTIONS SHALL BE PERFORMEDIN ACCORDANCE WITH STATE AND LOCAL STANDARDSPECIFICATIONS FOR CONSTRUCTION. CONTRACTORSHALL OBTAIN ALL NECESSARY STATE AND LOCALPERMITS NECESSARY FOR UTILITY CONSTRUCTION ANDWORK WITHIN ADJACENT RIGHT-OF-WAYS.5.IF DEWATERING IS REQUIRED FOR THIS PROJECT, THEPUMP DISCHARGE SHALL BE TREATED PRIOR TO BEINGDISCHARGED OFF-SITE OR INTO A SURFACE WATER. THEDISCHARGE SHALL BE VISUALLY CHECKED TO ENSURETHAT IT IS VISIBLY CLEAN WATER.6.CONTRACTOR SHALL PROTECT UTILITIES, STRUCTURESAND TREES (NOTED AND NOT NOTED) TO REMAIN ANDSHALL BE RESPONSIBLE TO REPAIR DAMAGES TO ANYFEATURES TO REMAIN.7.TREES 6" AND LARGER AND OTHER NOTABLE VEGETATIONWERE IDENTIFIED AND LOCATED DURING THE COURSE OFTHE SURVEY. CONTRACTOR SHALL FIELD VERIFY THEEXISTING CONDITIONS OF THE PROJECT AREA ANDREMOVE ALL TREES NOT DESIGNATED TO BE SAVED ANDPROTECTED. ALL TREES, DEBRIS, ROOTS, BOULDERS ANDTOPSOIL SHALL BE REMOVED FROM THE SITE.REMOVE PAVEMENT SECTIONREMOVE EXISTING TREESLEGEND:REMOVE FEATURESALVAGESAW-CUTGRADING EXTENTSPage 30 of 84 SHEET X.4SHEET X.3SHEET X.3SHEET X.2REMOVE ±3.30 ACRES OF TREESREMOVE ±7.74 ACRES OF TREESREMOVE ±0.03 ACRES OF TREESREMOVE ±0.10- ACRES OF TREESREMOVE ±0.10 ACRES OF TREESREMOVE ±0.20 ACRES OF TREESREMOVE 6,143 SQ FT OF GRAVEL TRAILREMOVE SHEDREMOVE 200 LF OF FENCEPROTECT HOUSE & CONCRETE PADSCALL 48 HOURS BEFORE DIGGING:TWIN CITY AREA 651-454-0002MINNESOTA TOLL FREE 1-800-252-1166 GOPHER STATE ONE CALL SITE BASE NE REMOVALS PLANC1.32:45 PM N:\Projects Current\24-0120.00 TCLD Ranch Road\Civil\CAD Files\TCLD Removals.dwg9/5/2024 DESCRIPTIONDATENO. REV FILE NO.: DWG FILE: CHECKED BY: DRAWN BY: DESIGN BY: DATE: SHEET NO.LAND SURVEYING CIVIL ENGINEERING ENVIRONMENTAL SERVICES 13076 FIRST STREET, BECKER, MN 55308-9322 TEL: 763-262-8822 FAX: 763-262-8844 BOGART, PEDERSON & ASSOCIATES, INC. MEADOWSWEET BEND DEVELOPMENT City of Elk River, Sherburne County, MN 09/05/2024 24-0120.00 MJM, CJD MJM MJM 1 09/05/2024 REVISION PER CITY REVIEW 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. Signed: Date: Lic. No. Christopher J. Dahn 5862809/05/2024 NSCALE:0'100'200'1"=100'DEMOLITION GENERAL NOTES:1.IT IS THE RESPONSIBILITY OF THE CONTRACTOR TOPERFORM OR COORDINATE ALL UTILITY CONNECTIONSAND RELOCATIONS FROM EXISTING UTILITY LOCATIONSTO THE PROPOSED BUILDING, AS WELL AS TO ALL ON-SITEAMENITIES. THESE CONNECTIONS INCLUDE BUT ARE NOTLIMITED TO WATER, SANITARY SEWER, UNDERGROUNDGAS, ETC.2.THE CONNECTIONS SHALL BE PERFORMED INACCORDANCE WITH STATE AND LOCAL STANDARDSPECIFICATIONS FOR CONSTRUCTION. UTILITYCONNECTIONS (UNDERGROUND GAS, WATERMAIN, ANDSTORM SEWER) MAY REQUIRE A PERMIT FROM THE CITY.3.THE CONTRACTOR SHALL VERIFY THE ELEVATIONS ATPROPOSED CONNECTIONS TO EXISTING UTILITIES PRIORTO ANY DEMOLITION.4.CONTRACTOR SHALL COORDINATE WITH THE CITY OF ELKRIVER FOR ALL UTILITY DISCONNECTIONS, SERVICETERMINATIONS AND REMOVALS. CONTRACTOR SHALLCOORDINATE UTILITY DISCONNECTIONS ANDRELOCATIONS WITH THE UTILITY PROVIDERS PRIOR TOTHE START OF CONSTRUCTION. ALL SERVICECONNECTIONS/DISCONNECTIONS SHALL BE PERFORMEDIN ACCORDANCE WITH STATE AND LOCAL STANDARDSPECIFICATIONS FOR CONSTRUCTION. CONTRACTORSHALL OBTAIN ALL NECESSARY STATE AND LOCALPERMITS NECESSARY FOR UTILITY CONSTRUCTION ANDWORK WITHIN ADJACENT RIGHT-OF-WAYS.5.IF DEWATERING IS REQUIRED FOR THIS PROJECT, THEPUMP DISCHARGE SHALL BE TREATED PRIOR TO BEINGDISCHARGED OFF-SITE OR INTO A SURFACE WATER. THEDISCHARGE SHALL BE VISUALLY CHECKED TO ENSURETHAT IT IS VISIBLY CLEAN WATER.6.CONTRACTOR SHALL PROTECT UTILITIES, STRUCTURESAND TREES (NOTED AND NOT NOTED) TO REMAIN ANDSHALL BE RESPONSIBLE TO REPAIR DAMAGES TO ANYFEATURES TO REMAIN.7.TREES 6" AND LARGER AND OTHER NOTABLE VEGETATIONWERE IDENTIFIED AND LOCATED DURING THE COURSE OFTHE SURVEY. CONTRACTOR SHALL FIELD VERIFY THEEXISTING CONDITIONS OF THE PROJECT AREA ANDREMOVE ALL TREES NOT DESIGNATED TO BE SAVED ANDPROTECTED. ALL TREES, DEBRIS, ROOTS, BOULDERS ANDTOPSOIL SHALL BE REMOVED FROM THE SITE.REMOVE PAVEMENT SECTIONREMOVE EXISTING TREESLEGEND:REMOVE FEATURESALVAGESAW-CUTGRADING EXTENTSPage 31 of 84 OHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHESHEET X.4SHEET X.3SHEET X.4SHEET X.1OVERHEAD POWER LINESCAUTIONOVERHEAD POWER LINESCAUTIONREMOVE 15,429 SQ FT OF BITUMINOUS(ONLY REMOVE AFTER PHASE 3 ROADCONNECTION, MAINTAIN EMERGENCY EXIT.)REMOVE 5,962 SQ FT OF GRAVELMAINTAIN FENCE(REPLACE IN KIND IF DAMAGED)REMOVE PORTION OF FENCESAWCUT & REMOVE 2,365 SQ FT OF BITUMINOUSCALL 48 HOURS BEFORE DIGGING:TWIN CITY AREA 651-454-0002MINNESOTA TOLL FREE 1-800-252-1166 GOPHER STATE ONE CALL SITE BASE SE REMOVALS PLANC1.42:45 PM N:\Projects Current\24-0120.00 TCLD Ranch Road\Civil\CAD Files\TCLD Removals.dwg9/5/2024 DESCRIPTIONDATENO. REV FILE NO.: DWG FILE: CHECKED BY: DRAWN BY: DESIGN BY: DATE: SHEET NO.LAND SURVEYING CIVIL ENGINEERING ENVIRONMENTAL SERVICES 13076 FIRST STREET, BECKER, MN 55308-9322 TEL: 763-262-8822 FAX: 763-262-8844 BOGART, PEDERSON & ASSOCIATES, INC. MEADOWSWEET BEND DEVELOPMENT City of Elk River, Sherburne County, MN 09/05/2024 24-0120.00 MJM, CJD MJM MJM 1 09/05/2024 REVISION PER CITY REVIEW 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. Signed: Date: Lic. No. Christopher J. Dahn 5862809/05/2024 NSCALE:0'100'200'1"=100'DEMOLITION GENERAL NOTES:1.IT IS THE RESPONSIBILITY OF THE CONTRACTOR TOPERFORM OR COORDINATE ALL UTILITY CONNECTIONSAND RELOCATIONS FROM EXISTING UTILITY LOCATIONSTO THE PROPOSED BUILDING, AS WELL AS TO ALL ON-SITEAMENITIES. THESE CONNECTIONS INCLUDE BUT ARE NOTLIMITED TO WATER, SANITARY SEWER, UNDERGROUNDGAS, ETC.2.THE CONNECTIONS SHALL BE PERFORMED INACCORDANCE WITH STATE AND LOCAL STANDARDSPECIFICATIONS FOR CONSTRUCTION. UTILITYCONNECTIONS (UNDERGROUND GAS, WATERMAIN, ANDSTORM SEWER) MAY REQUIRE A PERMIT FROM THE CITY.3.THE CONTRACTOR SHALL VERIFY THE ELEVATIONS ATPROPOSED CONNECTIONS TO EXISTING UTILITIES PRIORTO ANY DEMOLITION.4.CONTRACTOR SHALL COORDINATE WITH THE CITY OF ELKRIVER FOR ALL UTILITY DISCONNECTIONS, SERVICETERMINATIONS AND REMOVALS. CONTRACTOR SHALLCOORDINATE UTILITY DISCONNECTIONS ANDRELOCATIONS WITH THE UTILITY PROVIDERS PRIOR TOTHE START OF CONSTRUCTION. ALL SERVICECONNECTIONS/DISCONNECTIONS SHALL BE PERFORMEDIN ACCORDANCE WITH STATE AND LOCAL STANDARDSPECIFICATIONS FOR CONSTRUCTION. CONTRACTORSHALL OBTAIN ALL NECESSARY STATE AND LOCALPERMITS NECESSARY FOR UTILITY CONSTRUCTION ANDWORK WITHIN ADJACENT RIGHT-OF-WAYS.5.IF DEWATERING IS REQUIRED FOR THIS PROJECT, THEPUMP DISCHARGE SHALL BE TREATED PRIOR TO BEINGDISCHARGED OFF-SITE OR INTO A SURFACE WATER. THEDISCHARGE SHALL BE VISUALLY CHECKED TO ENSURETHAT IT IS VISIBLY CLEAN WATER.6.CONTRACTOR SHALL PROTECT UTILITIES, STRUCTURESAND TREES (NOTED AND NOT NOTED) TO REMAIN ANDSHALL BE RESPONSIBLE TO REPAIR DAMAGES TO ANYFEATURES TO REMAIN.7.TREES 6" AND LARGER AND OTHER NOTABLE VEGETATIONWERE IDENTIFIED AND LOCATED DURING THE COURSE OFTHE SURVEY. CONTRACTOR SHALL FIELD VERIFY THEEXISTING CONDITIONS OF THE PROJECT AREA ANDREMOVE ALL TREES NOT DESIGNATED TO BE SAVED ANDPROTECTED. ALL TREES, DEBRIS, ROOTS, BOULDERS ANDTOPSOIL SHALL BE REMOVED FROM THE SITE.REMOVE PAVEMENT SECTIONREMOVE EXISTING TREESLEGEND:REMOVE FEATURESALVAGESAW-CUTGRADING EXTENTSPage 32 of 84 Queen St NWJoplin St NWSolanum Circle217th Ave NWRiebeck StG a b b r o A v eROAD END (PHASE 1)ROAD END (PHASE 3)ROAD END (PHASE 2)ROAD END (PHASE 4)SHEET X.1SHEET X.2SHEET X.4SHEET X.3SHEET X.3 SHEET X.2 SHEET X.4 SHEET X.1 ROAD START (PHASE 1)ROAD START/END (PHASE 3)TEMPORARY CUL-DE-SAC & ROAD END(PHASE 1)15124531871234678910111216Park520192221131514111213323591012471114151612435678910131417191518211918171615148765143211109121322252427262821201286910178611122341719182016Outlot1320ParkCALL 48 HOURS BEFORE DIGGING:TWIN CITY AREA 651-454-0002MINNESOTA TOLL FREE 1-800-252-1166 GOPHER STATE ONE CALL SITE BASE OVERALL SITE PLANC2.02:46 PM N:\Projects Current\24-0120.00 TCLD Ranch Road\Civil\CAD Files\TCLD Site Base.dwg9/5/2024 NSCALE:0'200'400'1"=200'DESCRIPTIONDATENO. REV FILE NO.: DWG FILE: CHECKED BY: DRAWN BY: DESIGN BY: DATE: SHEET NO.LAND SURVEYING CIVIL ENGINEERING ENVIRONMENTAL SERVICES 13076 FIRST STREET, BECKER, MN 55308-9322 TEL: 763-262-8822 FAX: 763-262-8844 BOGART, PEDERSON & ASSOCIATES, INC. MEADOWSWEET BEND DEVELOPMENT City of Elk River, Sherburne County, MN 09/05/2024 24-0120.00 MJM, CJD MJM MJM 1 09/05/2024 REVISION PER CITY REVIEW 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. Signed: Date: Lic. No. Christopher J. Dahn 5862809/05/2024 PROPOSED CONCRETE PAVEMENTPROPOSED ASPHALT PAVEMENTLEGEND:PROPOSED GRAVEL SURFACINGSITE PLAN NOTES:1.ALL CONCRETE RAMPS, SIDEWALKS AND ACCESSIBLE HANDICAPPEDPARKING STALLS TO CONFORM TO CURRENT A.D.A. REQUIREMENTS.2.CONTRACTOR SHALL FIELD VERIFY HORIZONTAL AND VERTICALLOCATION OF EXISTING UTILITIES PRIOR TO START OF CONSTRUCTION.3.CONTRACTOR SHALL INSTALL EROSION CONTROL MEASURES PRIOR TOTHE START OF CONSTRUCTION.4.CONSTRUCTION SHALL BE IN ACCORDANCE WITH APPLICABLE CITY,COUNTY AND STATE REGULATIONS.5.SITE SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE PLANSAPPROVED BY THE CITY.6.SEE PRELIMINARY PLAT FOR LOT STANDARDS, SETBACK INFORMATION,ETC.7.THERE WILL BE A $1,000 SURCHARGE ON PATCHES IN BASE COURSEPAVEMENT, NO PATCHES ARE ALLOWED IN WEAR COURSE PER ELKRIVER.APPROXIMATE LOCATION & SIZEOF HOUSE(SEE GRADING PLAN FORSUGGESTED HOUSE TYPE)60'60'Page 33 of 84 Queen St NWSolanum Circle217th Ave NWRiebeck StROAD END (PHASE 3)SHEET X.1SHEET X.2SHEET X.4 SHEET X.1 ROW 66.0'BIT. 32.0'INFILTRATION BASININFILTRATION BASIN45.0'R=35'L=30.8'R=25'L=36.2'PROPOSED TURN LANE(SEE TURN LANE PLAN)17. 0 ' 35.0'ROAD START/END (PHASE 3)112453712346789101112Park5131514111213910121112910178641613WETLAND BUFFER SIGN"FUTURE THROUGH STREET" SIGN(PHASE 3)POSSIBLE FUTURE PARKING LOT BY OTHERS10' WIDE ASPHALT TRAIL10' WIDE ASPHALT TRAILSTOP SIGN (R1-1)STREET NAME SIGNSTOP SIGN (R1-1)STREET NAME SIGNSTOP SIGN (R1-1)STREET NAME SIGNCALL 48 HOURS BEFORE DIGGING:TWIN CITY AREA 651-454-0002MINNESOTA TOLL FREE 1-800-252-1166 GOPHER STATE ONE CALL SITE BASE SW SITE PLANC2.12:46 PM N:\Projects Current\24-0120.00 TCLD Ranch Road\Civil\CAD Files\TCLD Site Base.dwg9/5/2024 NSCALE:0'100'200'1"=100'DESCRIPTIONDATENO. REV FILE NO.: DWG FILE: CHECKED BY: DRAWN BY: DESIGN BY: DATE: SHEET NO.LAND SURVEYING CIVIL ENGINEERING ENVIRONMENTAL SERVICES 13076 FIRST STREET, BECKER, MN 55308-9322 TEL: 763-262-8822 FAX: 763-262-8844 BOGART, PEDERSON & ASSOCIATES, INC. MEADOWSWEET BEND DEVELOPMENT City of Elk River, Sherburne County, MN 09/05/2024 24-0120.00 MJM, CJD MJM MJM 1 09/05/2024 REVISION PER CITY REVIEW 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. Signed: Date: Lic. No. Christopher J. Dahn 5862809/05/2024 PROPOSED CONCRETE PAVEMENTPROPOSED ASPHALT PAVEMENTLEGEND:PROPOSED GRAVEL SURFACINGSITE PLAN NOTES:1.ALL CONCRETE RAMPS, SIDEWALKS AND ACCESSIBLE HANDICAPPEDPARKING STALLS TO CONFORM TO CURRENT A.D.A. REQUIREMENTS.2.CONTRACTOR SHALL FIELD VERIFY HORIZONTAL AND VERTICALLOCATION OF EXISTING UTILITIES PRIOR TO START OF CONSTRUCTION.3.CONTRACTOR SHALL INSTALL EROSION CONTROL MEASURES PRIOR TOTHE START OF CONSTRUCTION.4.CONSTRUCTION SHALL BE IN ACCORDANCE WITH APPLICABLE CITY,COUNTY AND STATE REGULATIONS.5.SITE SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE PLANSAPPROVED BY THE CITY.6.SEE PRELIMINARY PLAT FOR LOT STANDARDS, SETBACK INFORMATION,ETC.7.THERE WILL BE A $1,000 SURCHARGE ON PATCHES IN BASE COURSEPAVEMENT, NO PATCHES ARE ALLOWED IN WEAR COURSE PER ELKRIVER.APPROXIMATE LOCATION & SIZEOF HOUSE(SEE GRADING PLAN FORSUGGESTED HOUSE TYPE)60'60'Page 34 of 84 Queen St NW217th Ave NWRiebeck StROAD END (PHASE 3)ROAD END (PHASE 4)SHEET X.3 SHEET X.2ROW 66.0'BIT. 32.0'INFILTRATION BASINROW 66 .0 '45.0'17.0' 35.0'17.0'35.0'TEMPORARY CUL-DE-SAC & ROAD END(PHASE 1)124531871Park201922211315141112359101247111412312869101786216Outlot13WETLAND BUFFER SIGNWETLAND BUFFER SIGN"FUTURE THROUGH STREET" SIGN(PHASE 3)"FUTURE THROUGH STREET" SIGN(PHASE 4)BI T . 3 2 . 0 'POSSIBLE FUTURE PARKING LOT BY OTHERS10' WIDE ASPHALT TRAILSTOP SIGN (R1-1)STREET NAME SIGNCALL 48 HOURS BEFORE DIGGING:TWIN CITY AREA 651-454-0002MINNESOTA TOLL FREE 1-800-252-1166 GOPHER STATE ONE CALL SITE BASE NW SITE PLANC2.22:46 PM N:\Projects Current\24-0120.00 TCLD Ranch Road\Civil\CAD Files\TCLD Site Base.dwg9/5/2024 DESCRIPTIONDATENO. REV FILE NO.: DWG FILE: CHECKED BY: DRAWN BY: DESIGN BY: DATE: SHEET NO.LAND SURVEYING CIVIL ENGINEERING ENVIRONMENTAL SERVICES 13076 FIRST STREET, BECKER, MN 55308-9322 TEL: 763-262-8822 FAX: 763-262-8844 BOGART, PEDERSON & ASSOCIATES, INC. MEADOWSWEET BEND DEVELOPMENT City of Elk River, Sherburne County, MN 09/05/2024 24-0120.00 MJM, CJD MJM MJM 1 09/05/2024 REVISION PER CITY REVIEW 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. Signed: Date: Lic. No. Christopher J. Dahn 5862809/05/2024 NSCALE:0'100'200'1"=100'PROPOSED CONCRETE PAVEMENTPROPOSED ASPHALT PAVEMENTLEGEND:PROPOSED GRAVEL SURFACINGSITE PLAN NOTES:1.ALL CONCRETE RAMPS, SIDEWALKS AND ACCESSIBLE HANDICAPPEDPARKING STALLS TO CONFORM TO CURRENT A.D.A. REQUIREMENTS.2.CONTRACTOR SHALL FIELD VERIFY HORIZONTAL AND VERTICALLOCATION OF EXISTING UTILITIES PRIOR TO START OF CONSTRUCTION.3.CONTRACTOR SHALL INSTALL EROSION CONTROL MEASURES PRIOR TOTHE START OF CONSTRUCTION.4.CONSTRUCTION SHALL BE IN ACCORDANCE WITH APPLICABLE CITY,COUNTY AND STATE REGULATIONS.5.SITE SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE PLANSAPPROVED BY THE CITY.6.SEE PRELIMINARY PLAT FOR LOT STANDARDS, SETBACK INFORMATION,ETC.7.THERE WILL BE A $1,000 SURCHARGE ON PATCHES IN BASE COURSEPAVEMENT, NO PATCHES ARE ALLOWED IN WEAR COURSE PER ELKRIVER.APPROXIMATE LOCATION & SIZEOF HOUSE(SEE GRADING PLAN FORSUGGESTED HOUSE TYPE)60'60'Page 35 of 84 217th Ave NWG a b b r o A v eROAD END (PHASE 1)ROAD END (PHASE 2)SHEET X.4SHEET X.3SHEET X.3SHEET X.2 Joplin St NWINFILTRATION BASININFILTRATION BASINROW 66.0'STOP SIGN (R1-1)STREET NAME SIGN35.0' 17.0'TEMPORARY CUL-DE-SAC & ROAD END(PHASE 1)523141516243567891087651432111091222252427262821112317191820Outlot13WETLAND BUFFER SIGN"FUTURE THROUGH STREET" SIGN(PHASE 2)"FUTURE THROUGH STREET" SIGN(PHASE 1)WETLAND BUFFER SIGN"FUTURE THROUGH STREET" SIGNBIT. 32.0'10' WIDE ASPHALT TRAIL10' WIDE ASPHALT TRAILCALL 48 HOURS BEFORE DIGGING:TWIN CITY AREA 651-454-0002MINNESOTA TOLL FREE 1-800-252-1166 GOPHER STATE ONE CALL SITE BASE NE SITE PLANC2.32:46 PM N:\Projects Current\24-0120.00 TCLD Ranch Road\Civil\CAD Files\TCLD Site Base.dwg9/5/2024 DESCRIPTIONDATENO. REV FILE NO.: DWG FILE: CHECKED BY: DRAWN BY: DESIGN BY: DATE: SHEET NO.LAND SURVEYING CIVIL ENGINEERING ENVIRONMENTAL SERVICES 13076 FIRST STREET, BECKER, MN 55308-9322 TEL: 763-262-8822 FAX: 763-262-8844 BOGART, PEDERSON & ASSOCIATES, INC. MEADOWSWEET BEND DEVELOPMENT City of Elk River, Sherburne County, MN 09/05/2024 24-0120.00 MJM, CJD MJM MJM 1 09/05/2024 REVISION PER CITY REVIEW 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. Signed: Date: Lic. No. Christopher J. Dahn 5862809/05/2024 NSCALE:0'100'200'1"=100'PROPOSED CONCRETE PAVEMENTPROPOSED ASPHALT PAVEMENTLEGEND:PROPOSED GRAVEL SURFACINGSITE PLAN NOTES:1.ALL CONCRETE RAMPS, SIDEWALKS AND ACCESSIBLE HANDICAPPEDPARKING STALLS TO CONFORM TO CURRENT A.D.A. REQUIREMENTS.2.CONTRACTOR SHALL FIELD VERIFY HORIZONTAL AND VERTICALLOCATION OF EXISTING UTILITIES PRIOR TO START OF CONSTRUCTION.3.CONTRACTOR SHALL INSTALL EROSION CONTROL MEASURES PRIOR TOTHE START OF CONSTRUCTION.4.CONSTRUCTION SHALL BE IN ACCORDANCE WITH APPLICABLE CITY,COUNTY AND STATE REGULATIONS.5.SITE SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE PLANSAPPROVED BY THE CITY.6.SEE PRELIMINARY PLAT FOR LOT STANDARDS, SETBACK INFORMATION,ETC.7.THERE WILL BE A $1,000 SURCHARGE ON PATCHES IN BASE COURSEPAVEMENT, NO PATCHES ARE ALLOWED IN WEAR COURSE PER ELKRIVER.APPROXIMATE LOCATION & SIZEOF HOUSE(SEE GRADING PLAN FORSUGGESTED HOUSE TYPE)60'60'Page 36 of 84 Joplin St NWSHEET X.4SHEET X.3SHEET X.4SHEET X.1 INFILTRATION BASININFILTRATION BASINBIT. 32.0'ROW 66.0'35.0 '17.0 'ROAD START (PHASE 1)MAINTAIN DRIVEWAY FOR EMERGENCYACCESS UNTIL WEST/EAST ROADCONNECTION DURING PHASE 351610131417191518211918171615141213201112320ParkPROPOSED TURN LANE(SEE TURN LANE PLAN)PROPOSED OUTLOT LINE160.0'STOP SIGN (R1-1)STREET NAME SIGNCALL 48 HOURS BEFORE DIGGING:TWIN CITY AREA 651-454-0002MINNESOTA TOLL FREE 1-800-252-1166 GOPHER STATE ONE CALL SITE BASE SE SITE PLANC2.42:46 PM N:\Projects Current\24-0120.00 TCLD Ranch Road\Civil\CAD Files\TCLD Site Base.dwg9/5/2024 DESCRIPTIONDATENO. REV FILE NO.: DWG FILE: CHECKED BY: DRAWN BY: DESIGN BY: DATE: SHEET NO.LAND SURVEYING CIVIL ENGINEERING ENVIRONMENTAL SERVICES 13076 FIRST STREET, BECKER, MN 55308-9322 TEL: 763-262-8822 FAX: 763-262-8844 BOGART, PEDERSON & ASSOCIATES, INC. MEADOWSWEET BEND DEVELOPMENT City of Elk River, Sherburne County, MN 09/05/2024 24-0120.00 MJM, CJD MJM MJM 1 09/05/2024 REVISION PER CITY REVIEW 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. Signed: Date: Lic. No. Christopher J. Dahn 5862809/05/2024 NSCALE:0'100'200'1"=100'PROPOSED CONCRETE PAVEMENTPROPOSED ASPHALT PAVEMENTLEGEND:PROPOSED GRAVEL SURFACINGSITE PLAN NOTES:1.ALL CONCRETE RAMPS, SIDEWALKS AND ACCESSIBLE HANDICAPPEDPARKING STALLS TO CONFORM TO CURRENT A.D.A. REQUIREMENTS.2.CONTRACTOR SHALL FIELD VERIFY HORIZONTAL AND VERTICALLOCATION OF EXISTING UTILITIES PRIOR TO START OF CONSTRUCTION.3.CONTRACTOR SHALL INSTALL EROSION CONTROL MEASURES PRIOR TOTHE START OF CONSTRUCTION.4.CONSTRUCTION SHALL BE IN ACCORDANCE WITH APPLICABLE CITY,COUNTY AND STATE REGULATIONS.5.SITE SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE PLANSAPPROVED BY THE CITY.6.SEE PRELIMINARY PLAT FOR LOT STANDARDS, SETBACK INFORMATION,ETC.7.THERE WILL BE A $1,000 SURCHARGE ON PATCHES IN BASE COURSEPAVEMENT, NO PATCHES ARE ALLOWED IN WEAR COURSE PER ELKRIVER.APPROXIMATE LOCATION & SIZEOF HOUSE(SEE GRADING PLAN FORSUGGESTED HOUSE TYPE)60'60'Page 37 of 84 Parcel TableLot #1234567891011121314151719202122Area (S.F.)44,80351,45748,27640,88340,251125,792145,06882,67063,86490,73760,65767,02161,92857,55665,98363,50677,41346,52740,20668,483Area (Acre)1.031.181.110.940.922.893.331.901.472.081.391.541.421.321.511.461.781.070.921.57Parcel TableLot #12345678910111213141516171819202122232425262728OutlotArea (S.F.)52,21862,11169,98956,65858,57053,74652,77045,12145,50447,32749,48247,593111,422142,43868,294108,87851,55643,46245,31776,948141,354145,806123,136122,835144,71488,16862,53445,564926,192Area (Acre)1.201.431.611.301.341.231.211.041.041.091.141.092.563.271.572.501.181.001.041.773.253.352.832.823.322.021.441.0521.26Parcel TableLot #12345678910111213ParkArea (S.F.)112,74293,87990,19689,42573,90856,51242,10349,786172,38469,04763,77163,90787,72466,187Area (Acre)2.592.162.072.051.701.300.971.143.961.591.461.472.011.52Parcel TableLot #1234567891011121314151617181920ParkArea (S.F.)49,64344,25845,21354,11860,30951,25146,48443,89645,04843,79846,51447,96494,62747,54049,34947,76644,07044,07042,06542,24970,468Area (Acre)1.141.021.041.241.381.181.071.011.031.011.071.102.171.091.131.101.011.010.970.971.62Block 1Block 2Block 4Block 5Parcel TableLot #123456789101112131415161718192021Area (S.F.)304,60188,70062,65645,52854,69254,74950,25157,05158,01567,35575,56771,223162,864290,69387,60273,71685,262108,13544,66258,95056,679Area (Acre)6.992.041.441.051.261.261.151.311.331.551.731.643.746.672.011.691.962.481.031.351.30Block 3SITE BASE LOT TABLESC2.52:47 PM N:\Projects Current\24-0120.00 TCLD Ranch Road\Civil\CAD Files\TCLD Lot Tables.dwg9/5/2024 DESCRIPTIONDATENO. REV FILE NO.: DWG FILE: CHECKED BY: DRAWN BY: DESIGN BY: DATE: SHEET NO.LAND SURVEYING CIVIL ENGINEERING ENVIRONMENTAL SERVICES 13076 FIRST STREET, BECKER, MN 55308-9322 TEL: 763-262-8822 FAX: 763-262-8844 BOGART, PEDERSON & ASSOCIATES, INC. MEADOWSWEET BEND DEVELOPMENT City of Elk River, Sherburne County, MN 09/05/2024 24-0120.00 MJM, CJD MJM MJM 1 09/05/2024 REVISION PER CITY REVIEW 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. Signed: Date: Lic. No. Christopher J. Dahn 5862809/05/2024Page 38 of 84 Queen St NWJoplin St NWSolanum Circle217th Ave NWRiebeck StG a b b r o A v eSHEET X.1SHEET X.2SHEET X.4SHEET X.3SHEET X.3 SHEET X.2 SHEET X.4 SHEET X.1 15124531871234678910111216Park520192221131514111213323591012471114151612435678910131417191518211918171615148765143211109121322252427262821201286910178611122341719182016Outlot1320Park1.9%1.4%1.0%1.3%1.9%1.0%S0+001+002+003+004+004+75.89 0+00 1+00 2+00 3+004+005+006+007+008+009+0010+0011+0012+0013+0014+0015+0016+00 17+00 18+00 19+00 20+00 21+0 0 2 2 + 0 0 2 3 + 0 024+0025+0026+0027+0028+0029+0030+0031+0032+0033+0034+0035+0036+0037+0038+0039+0040+0041+004 2 +0 043+0044+0045+0046+0047+0048+0 0 49+0050+0051+0052+0053+005 4 +0 0 55+0 0 56+00 5 7 + 0 058+0059+0060+0061+006 2 + 0 063 + 0 0 63 + 2 5 . 1 7 0+001+002+003+004+005+006+007+008+009+0010+0011+001 2 +0 0 13 +0 0 14 +0 0 1 5 +0 0 16+0016+94.600+ 0 0 1+ 0 0 2+ 0 0 3+ 0 0 4+ 0 0 5 + 0 0 6 +007+008+009+0010+0011+0012+0013+0014+0015+0015+23.38SHEET 4.1SHEET 4.2SHEET 4.3SHEET 4.4SHEET 4.5SHEET 4 . 5 SHEET 4.10SHEET 4.6SHEET 4.7S H E E T 4 . 8 SHEET 4.90.5%2.0%2.0% 2.0 % 2. 0 % GRADING OVERALL GRADING PLANC3.02:47 PM N:\Projects Current\24-0120.00 TCLD Ranch Road\Civil\CAD Files\TCLD Grading Profiles.dwg9/5/2024 NSCALE:0'200'400'1"=200'DESCRIPTIONDATENO. REV FILE NO.: DWG FILE: CHECKED BY: DRAWN BY: DESIGN BY: DATE: SHEET NO.LAND SURVEYING CIVIL ENGINEERING ENVIRONMENTAL SERVICES 13076 FIRST STREET, BECKER, MN 55308-9322 TEL: 763-262-8822 FAX: 763-262-8844 BOGART, PEDERSON & ASSOCIATES, INC. MEADOWSWEET BEND DEVELOPMENT City of Elk River, Sherburne County, MN 09/05/2024 24-0120.00 MJM, CJD MJM MJM 1 09/05/2024 REVISION PER CITY REVIEW 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. Signed: Date: Lic. No. Christopher J. Dahn 5862809/05/2024 PROPOSED FLEXAMAT CONCRETE MAT984PROPOSED CONTOURPROPOSED SLOPENEW TOP OF GRAVEL ELEVATIONNEW TOP OF PAVEMENT ELEVATION980.50 TP980.50 TGEXISTING ELEVATION980.50 EXNEW FINISHED GRADE ELEVATION980.50 FGEMERGENCY OVERFLOWE.O.F.GRADING GENERAL NOTES:1.THE CONTRACTOR SHALL NOTE ANY DISCREPANCIES BETWEENEXISTING CONDITIONS IN THE FIELD REPRESENTED WITHIN THEPLANS AS SHOWN AND ALERT THE ENGINEER BEFORE BIDDING THEPROJECT AND BEGINNING CONSTRUCTION.2.CONTRACTOR SHALL LOCATE AND VERIFY ALL UTILITIES WHICH MAYAFFECT THIS WORK AND NOTIFY THE OWNER OF ANY CHANGES.CONTACT LOCAL UTILITY COMPANIES FOR EXACT LOCATIONS PRIORTO BIDDING THE PROJECT AND COMMENCING WORK.3.CONTRACTOR SHALL TAKE NECESSARY PRECAUTIONS TO PREVENTSILT AND DEBRIS RUN-OFF DURING GRADING OPERATIONS (I.E. SILTFENCE, STRAW BALES, ETC.).4.CONTRACTOR SHALL VERIFY CRITICAL ELEVATIONS TO ENSURECONFORMANCE WITH GRADING PLAN, PARTICULARLY WITHEXISTING STRUCTURES AND/OR PAVEMENTS TO REMAIN. MEETEXISTING GRADES ALONG STREETS, PROPERTY LINES, ANDDRIVEWAY ENTRANCES. RESTORE ALL PAVEMENTS THAT REMAINTO THEIR ORIGINAL IF NOT BETTER CONDITION. NOTIFY OWNER OFANY CONFLICTS PRIOR TO BIDDING THE PROJECT.5.TURF ESTABLISHMENT AREAS SHALL RECEIVE MINIMUM OF 4" DEPTHAS MEASURED IN PLACE OF TOPSOIL. TOPSOIL SHALL BEFURNISHED AND INSTALLED BY THE CONTRACTOR. ALL GRADEDSLOPES GREATER THAN OR EQUAL TO 5:1 SHALL BE HYDROSEEDED,EROSION CONTROL BLANKETED, OR MULCHED TO HELP STABILIZETHE SLOPES BY GENERAL CONTRACTOR.6.PROPOSED SPOT ELEVATIONS ARE TO THE TOP OF CURB UNLESSNOTED OTHERWISE. ELEVATION OF FLOW LINE IS 6" BELOW TOP OFCURB UNLESS OTHERWISE SHOWN.7.CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR DETERMININGQUANTITIES OF CUT, FILL AND WASTE MATERIALS TO BE HANDLED,AND FOR AMOUNT OF GRADING TO BE DONE IN ORDER TOCOMPLETELY PERFORM ALL WORK INDICATED ON THE DRAWINGS.IMPORT SUITABLE MATERIAL AND EXPORT UNSUITABLE / EXCESS /WASTE MATERIAL AS REQUIRED. ALL COSTS ASSOCIATED WITHIMPORTING AND EXPORTING MATERIALS SHALL BE INCIDENTAL TOTHE CONTRACT.8.IT IS INTENDED THAT EARTHWORK (CUT VS. FILL) BALANCE ON SITE.THE CONTRACTOR SHALL SUBMIT THE QUANTITY OF MATERIAL ANDAMOUNT OF ANTICIPATED GRADE ADJUSTMENT FOR REVIEW BY THEENGINEER A MINIMUM OF FOUR WEEKDAYS PRIOR TO MAKINGADJUSTMENTS. ALL GRADE ADJUSTMENTS MUST BE APPROVED BYTHE ENGINEER. NO ADDITIONAL COMPENSATION SHALL BEALLOWED FOR WORK ASSOCIATED WITH GRADING ADJUSTMENTS,INCLUDING, BUT NOT LIMITED TO, EARTHWORK OPERATIONS,STORM SEWER PIPING AND STRUCTURE ADJUSTMENTS,CONSTRUCTION SURVEYING FOR ADJUSTING FEATURE LOCATIONSACCORDINGLY, SILT FENCE, ETC.9.FAILURE OF TURF DEVELOPMENT: IN THE EVENT THE CONTRACTORFAILS TO PROVIDE AN ACCEPTABLE TURF, THE CONTRACTOR SHALLRE-SEED OR RE-SOD ALL APPLICABLE AREAS, AT NO ADDITIONALCOST TO THE OWNER, TO THE SATISFACTION OF THE ENGINEER.10.ANY MANHOLE, CATCH BASIN, STORM SEWER, SANITARY SEWER,DRAINTILE, OR OTHER POTENTIAL SOURCE FOR CONTAMINATIONSHALL BE INSTALLED AT LEAST 10 FEET HORIZONTALLY FROM ANYWATERMAIN PER MINNESOTA PLUMBING CODE. THIS ISOLATIONDISTANCE SHALL BE MEASURED FROM THE OUTER EDGE OF THEPIPE TO THE OUTER EDGE OF THE CONTAMINATION SOURCE(OUTER EDGE OF STRUCTURES OR PIPING OR SIMILAR)11.CONTRACTOR SHALL MAINTAIN DRAINAGE FROM EXISTINGBUILDING AT ALL TIMES. PROVIDE TEMPORARY STORM SEWER(INCLUDING, BUT NOT LIMITED TO, CATCH BASINS, MANHOLES,PIPING, ETC.) AS REQUIRED. EXISTING STORM SEWER SHALL NOT BEREMOVED UNTIL TEMPORARY OR PERMANENT STORM SEWER ISINSTALLED AND FUNCTIONAL. COORDINATE ALL REMOVALS WITHAPPROPRIATE TRADES (SITE UTILITY CONTRACTOR, MECHANICALCONTRACTOR, ETC.) AS REQUIRED.12.SUGGESTED HOUSE TYPES SHOWN ARE NOT FINAL. OTHER HOUSETYPES MAY BE USED AND DETERMINED BY THE HOUSE BUILDER.THE MINIMUM LOW FLOOR ELEVATIONS SHALL BE MAINTAINEDUNLESS HOUSE IS BUILT IN A DIFFERENT LOCATION OUTSIDE OFTHE GOVERNING HWL.13.EACH LOT SHALL BE SERVICED BY INDIVIDUAL WELLS AND PUBLICSANITARY FORCE MAIN SEWER. (PLAN PROVIDED BY OTHERS)14.DRIVEWAY CULVERTS WITH SLOPES LESS THAN 2.0% SHALL BE 15INCHES IN DIAMETER WITH A MINIMUM SLOPE OF 1.0%. DRIVEWAYCULVERTS WITH A SLOPE OVER 2.0% MAY BE 12 INCHES, UNLESSSTATED OTHERWISE.LEGEND:VVPROPOSED STORM SEWERPROPOSED FLARED END SECITONSUGGESTED DRIVEWAY SLOPEDW 5%FBLOG=980.0(LL=972.0)(OPN=974.0)MIN=971.5SUGGESTED HOUSE TYPESUGGESTED GARAGE ELEVATIONSUGGESTED LOW LEVEL ELEVATIONSUGGESTED LOW OPENING ELEVATIONMINIMUM LOW OPENING ELEVATION FOR FREEBOARDPage 39 of 84 Queen St NWSolanum Circle217th Ave NWRiebeck StSHEET X.1SHEET X.2SHEET X.4 SHEET X.1 112453712346789101112Park51315141112139101211129101786416131.9%1.4%1.0%1.3%1. 9%9609 7 0 970 9709 7 0954956956956958962964964964966966966 9 6 8 968 968 96897 2 9 7 2 972972 974 974974974976976 980980976976978978978982982EOF=951.509509529529 6 0 9 5 6 9 5 8 9 6 2 950950948952952 954954956956958EOF=955.50EOF=955.0097 2 97 2 97 4 97 4 97 6 9 7 0 970 9 7 2 972 972 EOF=970.93SEWOG=962.5(LL=959.7)MIN=952.0DW: 7%DW: 7%DW: 8%DW: 6%DW: 6%DW: 7%D W : 2 % DW: 6% DW: 4 %DW: 3% D W : 5 %DW: 6%DW: 8%DW: 5%DW: 7%DW: 8%DW: 5%DW: 2%DW: 3%DW: 2%DW: 7%DW: 3%DW: 6 % DW : 7% D W : 7 % DW: 7 % DW: 7 % DW: 2% DW: 7 % DW: 5 % DW: 7 % DW: 7 % DW : 7 %DW: 6%DW: 5%DW: 6% DW: 3% DW: 7% SEWOG=961.0(LL=958.2)MIN=952.0 SEWOG=963.0(LL=960.2)MIN=957.0FBLOG=962.0(LL=954.0)(OPN=956.0)MIN=957.0FBWOG=971.0(LL=963.0)MIN=955.2SEWOG=961.0(LL=958.2)MIN=957.0SEWOG=966.5(LL=963.7)MIN=957.0FBG=973.0(LL=965.0)MIN=957.0FBG=975.0(LL=967.0)MIN=957.0SEWOG=979.0(LL=976.2)MIN=957.0FBWOG=977.0(LL=969.0)MIN=950.3FBWOG=978.0(LL=970.0)MIN=950.3SEWOG=977.0(LL=974.2)MIN=950.3FBWOG=977.0(LL=969.0)MIN=963.5FBWOG=969.0(LL=961.0)MIN=959.3FBWOG=968.0(LL=960.0)MIN=959.3FBG=975.0(LL=968.0)MIN=950.3FBG=978.0(LL=970.0)MIN=950.3FBWOG=967.5(LL=959.5)MIN=959.3SEWOG=971.5(LL=968.7)MIN=954.9FBWOG=968.0(LL=960.0)MIN=954.9F B W O G = 9 6 8 . 0 (L L = 9 6 0 . 0 ) MI N = 9 5 4 . 9 FBWOG=967.5(LL=959.5)MIN=959.3FBLOG=985.0(LL=977.0)(OPN=979.0)MIN=970.0FBWOG=986.0(LL=978.0)MIN=958.0FBWOG=984.0(LL=976.0)MIN=960.0SEWOG=990.0(LL=987.2)MIN=963.5SEWOG=988.0(LL=985.2)MIN=978.2FBWOG=983.0(LL=975.0)MIN=960.0SEWOG=982.0(LL=979.2)MIN=978.2FBWOG=982.5(LL=974.5)MIN=975.2SEWOG=981.0(LL=978.2)MIN=978.2SEWOG=982.0(LL=979.2)MIN=978.2FBLOG=980.0(LL=972.0)(OPN=974.0)MIN=952.0FBWOG=979.0 (LL=971 .0 )MIN=955 .4FBWOG=970.0(LL=962.0)MIN=955.4SEWOG=978.0(LL=975.2)MIN=952.0SEWOG=985.0(LL=982.2)MIN=978.2FBLOG=985.0(LL=977.0)(OPN=979.0)MIN=963.5DW: 2 %EOF=974.501.0%97 1 . 5 969. 0 INFILTRATION BASIN K100-YEAR HWL: 958.06INFILTRATION BASIN G100-YEAR HWL: 975.14INFILTRATION BASIN F100-YEAR HWL: 955.45INFILTRATION BASIN E100-YEAR HWL: 960.46INFILTRATION BASIN D100-YEAR HWL: 956.29INFILTRATION BASIN C100-YEAR HWL: 952.19INFILTRATION BASIN B100-YEAR HWL: 953.95INFILTRATION BASIN A100-YEAR HWL: 951.88EX. BASIN 3100-YEAR HWL: 958.57WETLAND 5100-YEAR HWL: 951.87WETLAND 2100-YEAR HWL: 947.30EOF=951.5012' X 8' OF FLEXAMAT8' X 8' OF FLEXAMAT12' X 8' OF FLEXAMAT8' X 8' OF FLEXAMAT12' X 8' OF FLEXAMAT20' X 8' OF FLEXAMAT12' X 8' OF FLEXAMAT20' X 8' OF FLEXAMAT12' X 8' OF FLEXAMAT12' X 8' OF FLEXAMAT952.50 FG952.50 FG952.50 FG952.50 FG953.68 FG952.50 FG952.50 FG952.00 FG957.73 FG957.93 FG957.00 FG956.57 FG956.50 FG956.50 FG960 956956958 950952954952954950952970972974976978980975.00 FG975.00 FG975.00 FG975.00 FG971.47 FG973.00 FG973.00 FG9709689729749769782-9 FES2-7 FES2-8 FES2-5 FES2-6 FES2-3 FES2-10 FES9 8 0 9 7 6 9 7 8 9 8 2 9 8 4 96 6 966968970 964 966 968 972 95 6 956965.94 TP966.10 TP966.53 TP966.10 TP965.94 TP9609 5 8962964 2-4 FES0+001+002+003+004+004+75.89 0+00 1+00 2+00 3+004+005+006+007+008+009+0010+0011+0012+0013+0014+0015+0016 + 0 0 1 7 + 0 0 1 8 + 0 0 1 9 + 0 0 2 0 + 0 0 2 1 + 0 0 2 2 + 0 0 2 3 + 0 0 24+0025+0026+0020+001+002+003+004+005+006+007+008+009+00QUEEN ST NW & SOLANUM CIRCLESTA: 13+95.81STA: 0+00.00217TH AVE NW & RIEBECK STSTA: 23+22.02STA: 0+00.009749760.5%2.0%2.0%EOF=954.28976.48 TPSEE TURN LANE GRADING PLANGRADING SW GRADING PLANC3.12:48 PM N:\Projects Current\24-0120.00 TCLD Ranch Road\Civil\CAD Files\TCLD Grading Profiles.dwg9/5/2024 NSCALE:0'100'200'1"=100'DESCRIPTIONDATENO. REV FILE NO.: DWG FILE: CHECKED BY: DRAWN BY: DESIGN BY: DATE: SHEET NO.LAND SURVEYING CIVIL ENGINEERING ENVIRONMENTAL SERVICES 13076 FIRST STREET, BECKER, MN 55308-9322 TEL: 763-262-8822 FAX: 763-262-8844 BOGART, PEDERSON & ASSOCIATES, INC. MEADOWSWEET BEND DEVELOPMENT City of Elk River, Sherburne County, MN 09/05/2024 24-0120.00 MJM, CJD MJM MJM 1 09/05/2024 REVISION PER CITY REVIEW 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. Signed: Date: Lic. No. Christopher J. Dahn 5862809/05/2024 PROPOSED FLEXAMAT CONCRETE MAT984PROPOSED CONTOURPROPOSED SLOPENEW TOP OF GRAVEL ELEVATIONNEW TOP OF PAVEMENT ELEVATION980.50 TP980.50 TGEXISTING ELEVATION980.50 EXNEW FINISHED GRADE ELEVATION980.50 FGEMERGENCY OVERFLOWE.O.F.GRADING GENERAL NOTES:1.THE CONTRACTOR SHALL NOTE ANY DISCREPANCIES BETWEENEXISTING CONDITIONS IN THE FIELD REPRESENTED WITHIN THEPLANS AS SHOWN AND ALERT THE ENGINEER BEFORE BIDDING THEPROJECT AND BEGINNING CONSTRUCTION.2.CONTRACTOR SHALL LOCATE AND VERIFY ALL UTILITIES WHICH MAYAFFECT THIS WORK AND NOTIFY THE OWNER OF ANY CHANGES.CONTACT LOCAL UTILITY COMPANIES FOR EXACT LOCATIONS PRIORTO BIDDING THE PROJECT AND COMMENCING WORK.3.CONTRACTOR SHALL TAKE NECESSARY PRECAUTIONS TO PREVENTSILT AND DEBRIS RUN-OFF DURING GRADING OPERATIONS (I.E. SILTFENCE, STRAW BALES, ETC.).4.CONTRACTOR SHALL VERIFY CRITICAL ELEVATIONS TO ENSURECONFORMANCE WITH GRADING PLAN, PARTICULARLY WITHEXISTING STRUCTURES AND/OR PAVEMENTS TO REMAIN. MEETEXISTING GRADES ALONG STREETS, PROPERTY LINES, ANDDRIVEWAY ENTRANCES. RESTORE ALL PAVEMENTS THAT REMAINTO THEIR ORIGINAL IF NOT BETTER CONDITION. NOTIFY OWNER OFANY CONFLICTS PRIOR TO BIDDING THE PROJECT.5.TURF ESTABLISHMENT AREAS SHALL RECEIVE MINIMUM OF 4" DEPTHAS MEASURED IN PLACE OF TOPSOIL. TOPSOIL SHALL BEFURNISHED AND INSTALLED BY THE CONTRACTOR. ALL GRADEDSLOPES GREATER THAN OR EQUAL TO 5:1 SHALL BE HYDROSEEDED,EROSION CONTROL BLANKETED, OR MULCHED TO HELP STABILIZETHE SLOPES BY GENERAL CONTRACTOR.6.PROPOSED SPOT ELEVATIONS ARE TO THE TOP OF CURB UNLESSNOTED OTHERWISE. ELEVATION OF FLOW LINE IS 6" BELOW TOP OFCURB UNLESS OTHERWISE SHOWN.7.CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR DETERMININGQUANTITIES OF CUT, FILL AND WASTE MATERIALS TO BE HANDLED,AND FOR AMOUNT OF GRADING TO BE DONE IN ORDER TOCOMPLETELY PERFORM ALL WORK INDICATED ON THE DRAWINGS.IMPORT SUITABLE MATERIAL AND EXPORT UNSUITABLE / EXCESS /WASTE MATERIAL AS REQUIRED. ALL COSTS ASSOCIATED WITHIMPORTING AND EXPORTING MATERIALS SHALL BE INCIDENTAL TOTHE CONTRACT.8.IT IS INTENDED THAT EARTHWORK (CUT VS. FILL) BALANCE ON SITE.THE CONTRACTOR SHALL SUBMIT THE QUANTITY OF MATERIAL ANDAMOUNT OF ANTICIPATED GRADE ADJUSTMENT FOR REVIEW BY THEENGINEER A MINIMUM OF FOUR WEEKDAYS PRIOR TO MAKINGADJUSTMENTS. ALL GRADE ADJUSTMENTS MUST BE APPROVED BYTHE ENGINEER. NO ADDITIONAL COMPENSATION SHALL BEALLOWED FOR WORK ASSOCIATED WITH GRADING ADJUSTMENTS,INCLUDING, BUT NOT LIMITED TO, EARTHWORK OPERATIONS,STORM SEWER PIPING AND STRUCTURE ADJUSTMENTS,CONSTRUCTION SURVEYING FOR ADJUSTING FEATURE LOCATIONSACCORDINGLY, SILT FENCE, ETC.9.FAILURE OF TURF DEVELOPMENT: IN THE EVENT THE CONTRACTORFAILS TO PROVIDE AN ACCEPTABLE TURF, THE CONTRACTOR SHALLRE-SEED OR RE-SOD ALL APPLICABLE AREAS, AT NO ADDITIONALCOST TO THE OWNER, TO THE SATISFACTION OF THE ENGINEER.10.ANY MANHOLE, CATCH BASIN, STORM SEWER, SANITARY SEWER,DRAINTILE, OR OTHER POTENTIAL SOURCE FOR CONTAMINATIONSHALL BE INSTALLED AT LEAST 10 FEET HORIZONTALLY FROM ANYWATERMAIN PER MINNESOTA PLUMBING CODE. THIS ISOLATIONDISTANCE SHALL BE MEASURED FROM THE OUTER EDGE OF THEPIPE TO THE OUTER EDGE OF THE CONTAMINATION SOURCE(OUTER EDGE OF STRUCTURES OR PIPING OR SIMILAR)11.CONTRACTOR SHALL MAINTAIN DRAINAGE FROM EXISTINGBUILDING AT ALL TIMES. PROVIDE TEMPORARY STORM SEWER(INCLUDING, BUT NOT LIMITED TO, CATCH BASINS, MANHOLES,PIPING, ETC.) AS REQUIRED. EXISTING STORM SEWER SHALL NOT BEREMOVED UNTIL TEMPORARY OR PERMANENT STORM SEWER ISINSTALLED AND FUNCTIONAL. COORDINATE ALL REMOVALS WITHAPPROPRIATE TRADES (SITE UTILITY CONTRACTOR, MECHANICALCONTRACTOR, ETC.) AS REQUIRED.12.SUGGESTED HOUSE TYPES SHOWN ARE NOT FINAL. OTHER HOUSETYPES MAY BE USED AND DETERMINED BY THE HOUSE BUILDER.THE MINIMUM LOW FLOOR ELEVATIONS SHALL BE MAINTAINEDUNLESS HOUSE IS BUILT IN A DIFFERENT LOCATION OUTSIDE OFTHE GOVERNING HWL.13.EACH LOT SHALL BE SERVICED BY INDIVIDUAL WELLS AND PUBLICSANITARY FORCE MAIN SEWER. (PLAN PROVIDED BY OTHERS)14.DRIVEWAY CULVERTS WITH SLOPES LESS THAN 2.0% SHALL BE 15INCHES IN DIAMETER WITH A MINIMUM SLOPE OF 1.0%. DRIVEWAYCULVERTS WITH A SLOPE OVER 2.0% MAY BE 12 INCHES, UNLESSSTATED OTHERWISE.LEGEND:VVPROPOSED STORM SEWERPROPOSED FLARED END SECITONSUGGESTED DRIVEWAY SLOPEDW 5%FBLOG=980.0(LL=972.0)(OPN=974.0)MIN=971.5SUGGESTED HOUSE TYPESUGGESTED GARAGE ELEVATIONSUGGESTED LOW LEVEL ELEVATIONSUGGESTED LOW OPENING ELEVATIONMINIMUM LOW OPENING ELEVATION FOR FREEBOARDPage 40 of 84 Queen St NW217th Ave NWRiebeck StSHEET X.3 SHEET X.2124531871Park 201922211315141112359101247111412312869101786216Outlot13960970 9709 7 0956958962964964964 96 4 9 6 69669669669 6 8 968 96897 2972972974974974974976976 980980980980 976976978978978982982982982 9 6 0 9 5 6 9 5 8 9 6 2 EOF=955.0097 2 97 2 974 97 4 976 9 7 0 970 9 7 2 972 972 EOF=970.93EOF=957.20950952954956958960954954956956958958962964SEWOG=962.5(LL=959.7)MIN=952.0 DW: 7%DW: 6%DW: 6%DW: 7%DW: 2%DW: 6%DW: 4%DW: 3%DW: 5% DW: 6 % DW : 7% D W : 7 % DW: 7 % DW: 7 % DW: 2% DW: 7 % DW: 5 % DW: 7 % DW: 7 % DW: 7%DW: 6%DW: 6%DW: 7%DW: 5%DW: 6%DW: 5%DW: 5%DW: 6%DW: 5%DW: 7%DW: 7%DW: 5%DW: 5%DW: 6% DW: 3% DW: 7%SEWOG=963.0(LL=960.2)MIN=957.0FBLOG=962.0(LL=954.0)(OPN=956.0)MIN=957.0FBWOG=971.0(LL=963.0)MIN=955.2SEWOG=961.0(LL=958.2)MIN=957.0SEWOG=966.5(LL=963.7)MIN=957.0FBG=973.0(LL=965.0)MIN=957.0FBG=975.0(LL=967.0)MIN=957.0SEWOG=979.0(LL=976.2)MIN=957.0FBWOG=977.0(LL=969.0)MIN=950.3FBWOG=977.0(LL=969.0)MIN=963.5FBLOG=985.0(LL=977.0)(OPN=979.0)MIN=970.0FBWOG=986.0(LL=978.0)MIN=958.0FBWOG=984.0(LL=976.0)MIN=960.0SEWOG=990.0(LL=987.2)MIN=963.5SEWOG=988.0(LL=985.2)MIN=978.2FBWOG=983.0(LL=975.0)MIN=960.0SEWOG=982.0(LL=979.2)MIN=978.2FBWOG=982.5(LL=974.5)MIN=975.2SEWOG=981.0(LL=978.2)MIN=978.2SEWOG=982.0(LL=979.2)MIN=978.2FBLOG=980.0(LL=972.0)(OPN=974.0)MIN=952.0FBWOG=979.0 (LL=971 .0 )MIN=955 .4FBWOG=970.0(LL=962.0)MIN=955.4SEWOG=978.0(LL=975.2)MIN=952.0SEWOG=968.5(LL=963.7)MIN=963.6FBLOG=981.0(LL=973.0)(OPN=975.0)MIN=975.2FBWOG=984.0(LL=976.0)MIN=952.0SEWOG=985.0(LL=982.2)MIN=978.2SEWOG=984.5(LL=981.7)MIN=978.2FBWOG=986.0(LL=978.0)MIN=952.0SEWOG=985.5(LL=982.7)MIN=978.2SEWOG=985.0(LL=982.2)MIN=979.4FBWOG=986.0(LL=978.0)MIN=952.0SEWOG=983.0(LL=980.2)MIN=979.4SEWOG=983.0(LL=980.2)MIN=979.4SEWOG=981.5(LL=978.7)MIN=979.4SEWOG=982.0(LL=979.2)MIN=979.4FBLOG=985.0(LL=977.0)(OPN=979.0)MIN=963.5DW: 2 % DW: 7%EOF=975.50EOF=974.501.0%96095695897 1 . 5 969. 0 INFILTRATION BASIN K100-YEAR HWL: 958.06INFILTRATION BASIN G100-YEAR HWL: 975.14INFILTRATION BASIN H100-YEAR HWL: 972.15INFILTRATION BASIN I100-YEAR HWL: 976.34INFILTRATION BASIN F100-YEAR HWL: 955.45INFILTRATION BASIN E100-YEAR HWL: 960.46INFILTRATION BASIN B100-YEAR HWL: 953.95WETLAND 6100-YEAR HWL: 952.3612' X 8' OF FLEXAMAT20' X 8' OF FLEXAMAT12' X 8' OF FLEXAMAT12' X 8' OF FLEXAMAT12' X 8' OF FLEXAMAT12' X 8' OF FLEXAMAT953.68 FG952.50 FG952.00 FG956.50 FG956.50 FG952954950952970972974976978980975.00 FG975.00 FG975.00 FG975.00 FG971.47 FG970.95 FG973.00 FG973.00 FG976.50 FG976.50 FG976.50 FG976.50 FG974974976976978970968972974976978959.00 FG959.00 FG959.00 FG959.00 FG960.00 FG2-7 FES2-8 FES2-3 FES2-1 FES2-2 FES3-2 FES3-1 FES9 8 0 9 7 6 9 7 8 9 8 2 9 8 4 956 9609 5 8962964 2-4 FES8' X 8' OF FLEXAMAT4+005+006+007+008+009+0010+0011+0012+0013+0015+0016 + 0 0 1 7 + 0 0 1 8 + 0 0 1 9 + 0 0 2 0 + 0 0 2 1 + 0 0 2 2 + 0 0 2 3 + 0 0 24+0025+0026+0027+0028+0029+0030+000+001+002+003+004+005+006+007+008+009+0010+0011+001 2 +0 0 13 +0 0 14 +0 0 1 5 +0 0 16+0016+94.60217TH AVE NW & RIEBECK STSTA: 23+22.02STA: 0+00.00974976EOF=954.28962.71 TP976.48 TPGRADING NW GRADING PLANC3.22:48 PM N:\Projects Current\24-0120.00 TCLD Ranch Road\Civil\CAD Files\TCLD Grading Profiles.dwg9/5/2024 NSCALE:0'100'200'1"=100'DESCRIPTIONDATENO. REV FILE NO.: DWG FILE: CHECKED BY: DRAWN BY: DESIGN BY: DATE: SHEET NO.LAND SURVEYING CIVIL ENGINEERING ENVIRONMENTAL SERVICES 13076 FIRST STREET, BECKER, MN 55308-9322 TEL: 763-262-8822 FAX: 763-262-8844 BOGART, PEDERSON & ASSOCIATES, INC. MEADOWSWEET BEND DEVELOPMENT City of Elk River, Sherburne County, MN 09/05/2024 24-0120.00 MJM, CJD MJM MJM 1 09/05/2024 REVISION PER CITY REVIEW 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. Signed: Date: Lic. No. Christopher J. Dahn 5862809/05/2024 PROPOSED FLEXAMAT CONCRETE MAT984PROPOSED CONTOURPROPOSED SLOPENEW TOP OF GRAVEL ELEVATIONNEW TOP OF PAVEMENT ELEVATION980.50 TP980.50 TGEXISTING ELEVATION980.50 EXNEW FINISHED GRADE ELEVATION980.50 FGEMERGENCY OVERFLOWE.O.F.GRADING GENERAL NOTES:1.THE CONTRACTOR SHALL NOTE ANY DISCREPANCIES BETWEENEXISTING CONDITIONS IN THE FIELD REPRESENTED WITHIN THEPLANS AS SHOWN AND ALERT THE ENGINEER BEFORE BIDDING THEPROJECT AND BEGINNING CONSTRUCTION.2.CONTRACTOR SHALL LOCATE AND VERIFY ALL UTILITIES WHICH MAYAFFECT THIS WORK AND NOTIFY THE OWNER OF ANY CHANGES.CONTACT LOCAL UTILITY COMPANIES FOR EXACT LOCATIONS PRIORTO BIDDING THE PROJECT AND COMMENCING WORK.3.CONTRACTOR SHALL TAKE NECESSARY PRECAUTIONS TO PREVENTSILT AND DEBRIS RUN-OFF DURING GRADING OPERATIONS (I.E. SILTFENCE, STRAW BALES, ETC.).4.CONTRACTOR SHALL VERIFY CRITICAL ELEVATIONS TO ENSURECONFORMANCE WITH GRADING PLAN, PARTICULARLY WITHEXISTING STRUCTURES AND/OR PAVEMENTS TO REMAIN. MEETEXISTING GRADES ALONG STREETS, PROPERTY LINES, ANDDRIVEWAY ENTRANCES. RESTORE ALL PAVEMENTS THAT REMAINTO THEIR ORIGINAL IF NOT BETTER CONDITION. NOTIFY OWNER OFANY CONFLICTS PRIOR TO BIDDING THE PROJECT.5.TURF ESTABLISHMENT AREAS SHALL RECEIVE MINIMUM OF 4" DEPTHAS MEASURED IN PLACE OF TOPSOIL. TOPSOIL SHALL BEFURNISHED AND INSTALLED BY THE CONTRACTOR. ALL GRADEDSLOPES GREATER THAN OR EQUAL TO 5:1 SHALL BE HYDROSEEDED,EROSION CONTROL BLANKETED, OR MULCHED TO HELP STABILIZETHE SLOPES BY GENERAL CONTRACTOR.6.PROPOSED SPOT ELEVATIONS ARE TO THE TOP OF CURB UNLESSNOTED OTHERWISE. ELEVATION OF FLOW LINE IS 6" BELOW TOP OFCURB UNLESS OTHERWISE SHOWN.7.CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR DETERMININGQUANTITIES OF CUT, FILL AND WASTE MATERIALS TO BE HANDLED,AND FOR AMOUNT OF GRADING TO BE DONE IN ORDER TOCOMPLETELY PERFORM ALL WORK INDICATED ON THE DRAWINGS.IMPORT SUITABLE MATERIAL AND EXPORT UNSUITABLE / EXCESS /WASTE MATERIAL AS REQUIRED. ALL COSTS ASSOCIATED WITHIMPORTING AND EXPORTING MATERIALS SHALL BE INCIDENTAL TOTHE CONTRACT.8.IT IS INTENDED THAT EARTHWORK (CUT VS. FILL) BALANCE ON SITE.THE CONTRACTOR SHALL SUBMIT THE QUANTITY OF MATERIAL ANDAMOUNT OF ANTICIPATED GRADE ADJUSTMENT FOR REVIEW BY THEENGINEER A MINIMUM OF FOUR WEEKDAYS PRIOR TO MAKINGADJUSTMENTS. ALL GRADE ADJUSTMENTS MUST BE APPROVED BYTHE ENGINEER. NO ADDITIONAL COMPENSATION SHALL BEALLOWED FOR WORK ASSOCIATED WITH GRADING ADJUSTMENTS,INCLUDING, BUT NOT LIMITED TO, EARTHWORK OPERATIONS,STORM SEWER PIPING AND STRUCTURE ADJUSTMENTS,CONSTRUCTION SURVEYING FOR ADJUSTING FEATURE LOCATIONSACCORDINGLY, SILT FENCE, ETC.9.FAILURE OF TURF DEVELOPMENT: IN THE EVENT THE CONTRACTORFAILS TO PROVIDE AN ACCEPTABLE TURF, THE CONTRACTOR SHALLRE-SEED OR RE-SOD ALL APPLICABLE AREAS, AT NO ADDITIONALCOST TO THE OWNER, TO THE SATISFACTION OF THE ENGINEER.10.ANY MANHOLE, CATCH BASIN, STORM SEWER, SANITARY SEWER,DRAINTILE, OR OTHER POTENTIAL SOURCE FOR CONTAMINATIONSHALL BE INSTALLED AT LEAST 10 FEET HORIZONTALLY FROM ANYWATERMAIN PER MINNESOTA PLUMBING CODE. THIS ISOLATIONDISTANCE SHALL BE MEASURED FROM THE OUTER EDGE OF THEPIPE TO THE OUTER EDGE OF THE CONTAMINATION SOURCE(OUTER EDGE OF STRUCTURES OR PIPING OR SIMILAR)11.CONTRACTOR SHALL MAINTAIN DRAINAGE FROM EXISTINGBUILDING AT ALL TIMES. PROVIDE TEMPORARY STORM SEWER(INCLUDING, BUT NOT LIMITED TO, CATCH BASINS, MANHOLES,PIPING, ETC.) AS REQUIRED. EXISTING STORM SEWER SHALL NOT BEREMOVED UNTIL TEMPORARY OR PERMANENT STORM SEWER ISINSTALLED AND FUNCTIONAL. COORDINATE ALL REMOVALS WITHAPPROPRIATE TRADES (SITE UTILITY CONTRACTOR, MECHANICALCONTRACTOR, ETC.) AS REQUIRED.12.SUGGESTED HOUSE TYPES SHOWN ARE NOT FINAL. OTHER HOUSETYPES MAY BE USED AND DETERMINED BY THE HOUSE BUILDER.THE MINIMUM LOW FLOOR ELEVATIONS SHALL BE MAINTAINEDUNLESS HOUSE IS BUILT IN A DIFFERENT LOCATION OUTSIDE OFTHE GOVERNING HWL.13.EACH LOT SHALL BE SERVICED BY INDIVIDUAL WELLS AND PUBLICSANITARY FORCE MAIN SEWER. (PLAN PROVIDED BY OTHERS)14.DRIVEWAY CULVERTS WITH SLOPES LESS THAN 2.0% SHALL BE 15INCHES IN DIAMETER WITH A MINIMUM SLOPE OF 1.0%. DRIVEWAYCULVERTS WITH A SLOPE OVER 2.0% MAY BE 12 INCHES, UNLESSSTATED OTHERWISE.LEGEND:VVPROPOSED STORM SEWERPROPOSED FLARED END SECITONSUGGESTED DRIVEWAY SLOPEDW 5%FBLOG=980.0(LL=972.0)(OPN=974.0)MIN=971.5SUGGESTED HOUSE TYPESUGGESTED GARAGE ELEVATIONSUGGESTED LOW LEVEL ELEVATIONSUGGESTED LOW OPENING ELEVATIONMINIMUM LOW OPENING ELEVATION FOR FREEBOARDPage 41 of 84 217th Ave NWG a b b r o A v e SHEET X.4SHEET X.3SHEET X.3SHEET X.25 23141516243567891087651432111091222252427262821112317191820Outlot13970970 980980 964964964964966966968968972974 976 978 978982 982984 984980 980 972972974 9 74 976 97 6 978 978 982982 982984 984 984986986988988EOF=957.20950952954956958960954954956956958958962964EOF=961.50DW: 3%DW: 7%DW: 6%DW: 7%DW: 8%DW: 7%DW: 7%DW: 5% DW: 2 %DW: 1%DW: 1%DW: 5%DW: 6%DW: 2%DW: 4%DW: 8%DW: 6%DW: 7%DW: 3% DW: 7%DW: 3% DW: 9 % D W : 7 % D W : 7 % D W : 6 % D W : 7 % D W : 7 % DW : 6 % DW: 7% D W : 7 %DW: 7%DW: 6%DW: 7%DW: 4%DW: 2%DW: 7%FBWOG=970.0(LL=962.0)MIN=955.4SEWOG=978.0(LL=975.2)MIN=952.0SEWOG=968.5(LL=963.7)MIN=963.6SEWOG=969.0(LL=966.2)MIN=965.0FBLOG=970.5(LL=962.5)(OPN=964.5)MIN=965.0FBLOG=967.2(LL=959.2)(OPN=961.2)MIN=961.1FBLOG=971.0(LL=963.0)(OPN=965.0)MIN=965.0FBWOG=973.0(LL=965.0)MIN=965.0FBWOG=979.3(LL=971.3)MIN=965.0FB W O G= 9 8 3 . 5 (LL = 9 7 5 . 5 ) MI N = 9 6 5 . 0 FB W O G= 9 8 9 . 0 (L L = 9 8 1 . 0 ) MI N = 9 5 6 . 0 SE W O G= 9 9 1 . 0 (LL = 9 8 8 . 2 ) MI N = 9 6 8 . 0 FB L O G= 9 9 2 . 0 (LL = 9 8 4 . 0 ) (O P N = 9 8 6 . 0 ) MI N = 9 6 8 . 0 FB W O G= 9 9 0 . 0 (L L = 9 8 2 . 0 ) MI N = 9 5 4 . 0 F B W O G = 9 8 8 . 0 (L L = 9 8 0 . 0 ) M I N = 9 5 2 . 0 SEWOG=987.0 (LL=984 .2 )MIN=966 .0FBWOG=986.0 (LL=978 .0 )MIN=956 .0FBWOG=981.0(LL=973.0)MIN=954.0FBWOG=977.0(LL=969.0)MIN=954.0FBWOG=976.0(LL=968.0)MIN=956.0SEWOG=983.0(LL=980.2)MIN=973.0FBLOG=979.7(LL=971.7)(OPN=973.7)MIN=973.7FBLOG=979.0(LL=971.0)(OPN=973.0)MIN=973.0FBLOG=979.7(LL=971.7)(OPN=973.7)MIN=973.7FBWOG=981.0(LL=973.0)MIN=973.7FBWOG=982.0(LL=974.0)MIN=962.0FBWOG=990.0(LL=982.0)MIN=962.0FBLOG=987.0(LL=979.0)(OPN=981.0)MIN=973.7FBLOG=988.0(LL=980.0)(OPN=982.0)MIN=966.0SEWOG=989.0(LL=986.2)MIN=976.0FBWOG=990.0(LL=982.0)MIN=965.0FBLOG=990.0(LL=982.0)(OPN=984.0)MIN=978.0FBLOG=990.0(LL=982.0)(OPN=984.0)MIN=972.1FBWOG=984.0(LL=976.0)MIN=972.1FBWOG=984.0(LL=976.0)MIN=972.1FBLOG=983.0(LL=975.0)(OPN=977.0)MIN=970.4SEWOG=970.0(LL=967.2)MIN=961.1DW: 7% 970 97 2 974 9 7 6 978 EOF=969.20EOF=969.70FUTURE DRIVEWAY970966968960956958960956958962964966 24 LF 15"Ø RCP @ 1.05%96 7 97 0 96 8 97 2 97 0 96 8 967INFILTRATION BASIN N100-YEAR HWL: 969.99INFILTRATION BASIN M100-YEAR HWL: 970.62INFILTRATION BASIN L100-YEAR HWL: 961.93INFILTRATION BASIN K100-YEAR HWL: 958.06INFILTRATION BASIN J100-YEAR HWL: 960.56WETLAND 6100-YEAR HWL: 952.3612' X 8' OF FLEXAMAT24' X 8' OF FLEXAMAT12' X 8' OF FLEXAMAT12' X 8' OF FLEXAMAT24' X 8' OF FLEXAMAT12' X 8' OF FLEXAMAT12' X 8' OF FLEXAMAT60' X 8' OF FLEXAMAT970968972974959.00 FG959.00 FG959.00 FG959.00 FG960.00 FG960.50 FG963.00 FG963.00 FG963.00 FG963.00 FG960956958960961.02 FG961.01 FG961.46 FG2-1 FES2-2 FES1-13 FES1-11 FES1-12 FES1-9 FES1-10 FES1-15 FESINV.=959.001-16 FESINV.=958.751-14 FES980 990 982 984 986 988 970968 972 974 976 970 972 974970.50 FG970.50 FG970.50 FG970.50 FG970.03 FG970.47 FG970.50 FG970.50 FGMATCH EX. GRADES26+0027+0028+0029+0030+0031+0032+0033+0034+0035+0036+0037+0038+0039+0040+0041+004 2 +0 0 43+00 0+ 0 0 1+ 0 0 2+ 0 0 3+ 0 0 4+ 0 0 5 + 0 0 6 +007+008+009+0010+0011+0012+0013+0014+0015+0015+23.38217TH AVE NW & GABBRO AVESTA: 37+54.21STA: 0+00.00EOF=961.95962.71 TP962.69 TPGRADING NE GRADING PLANC3.32:48 PM N:\Projects Current\24-0120.00 TCLD Ranch Road\Civil\CAD Files\TCLD Grading Profiles.dwg9/5/2024 NSCALE:0'100'200'1"=100'DESCRIPTIONDATENO. REV FILE NO.: DWG FILE: CHECKED BY: DRAWN BY: DESIGN BY: DATE: SHEET NO.LAND SURVEYING CIVIL ENGINEERING ENVIRONMENTAL SERVICES 13076 FIRST STREET, BECKER, MN 55308-9322 TEL: 763-262-8822 FAX: 763-262-8844 BOGART, PEDERSON & ASSOCIATES, INC. MEADOWSWEET BEND DEVELOPMENT City of Elk River, Sherburne County, MN 09/05/2024 24-0120.00 MJM, CJD MJM MJM 1 09/05/2024 REVISION PER CITY REVIEW 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. Signed: Date: Lic. No. Christopher J. Dahn 5862809/05/2024 PROPOSED FLEXAMAT CONCRETE MAT984PROPOSED CONTOURPROPOSED SLOPENEW TOP OF GRAVEL ELEVATIONNEW TOP OF PAVEMENT ELEVATION980.50 TP980.50 TGEXISTING ELEVATION980.50 EXNEW FINISHED GRADE ELEVATION980.50 FGEMERGENCY OVERFLOWE.O.F.GRADING GENERAL NOTES:1.THE CONTRACTOR SHALL NOTE ANY DISCREPANCIES BETWEENEXISTING CONDITIONS IN THE FIELD REPRESENTED WITHIN THEPLANS AS SHOWN AND ALERT THE ENGINEER BEFORE BIDDING THEPROJECT AND BEGINNING CONSTRUCTION.2.CONTRACTOR SHALL LOCATE AND VERIFY ALL UTILITIES WHICH MAYAFFECT THIS WORK AND NOTIFY THE OWNER OF ANY CHANGES.CONTACT LOCAL UTILITY COMPANIES FOR EXACT LOCATIONS PRIORTO BIDDING THE PROJECT AND COMMENCING WORK.3.CONTRACTOR SHALL TAKE NECESSARY PRECAUTIONS TO PREVENTSILT AND DEBRIS RUN-OFF DURING GRADING OPERATIONS (I.E. SILTFENCE, STRAW BALES, ETC.).4.CONTRACTOR SHALL VERIFY CRITICAL ELEVATIONS TO ENSURECONFORMANCE WITH GRADING PLAN, PARTICULARLY WITHEXISTING STRUCTURES AND/OR PAVEMENTS TO REMAIN. MEETEXISTING GRADES ALONG STREETS, PROPERTY LINES, ANDDRIVEWAY ENTRANCES. RESTORE ALL PAVEMENTS THAT REMAINTO THEIR ORIGINAL IF NOT BETTER CONDITION. NOTIFY OWNER OFANY CONFLICTS PRIOR TO BIDDING THE PROJECT.5.TURF ESTABLISHMENT AREAS SHALL RECEIVE MINIMUM OF 4" DEPTHAS MEASURED IN PLACE OF TOPSOIL. TOPSOIL SHALL BEFURNISHED AND INSTALLED BY THE CONTRACTOR. ALL GRADEDSLOPES GREATER THAN OR EQUAL TO 5:1 SHALL BE HYDROSEEDED,EROSION CONTROL BLANKETED, OR MULCHED TO HELP STABILIZETHE SLOPES BY GENERAL CONTRACTOR.6.PROPOSED SPOT ELEVATIONS ARE TO THE TOP OF CURB UNLESSNOTED OTHERWISE. ELEVATION OF FLOW LINE IS 6" BELOW TOP OFCURB UNLESS OTHERWISE SHOWN.7.CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR DETERMININGQUANTITIES OF CUT, FILL AND WASTE MATERIALS TO BE HANDLED,AND FOR AMOUNT OF GRADING TO BE DONE IN ORDER TOCOMPLETELY PERFORM ALL WORK INDICATED ON THE DRAWINGS.IMPORT SUITABLE MATERIAL AND EXPORT UNSUITABLE / EXCESS /WASTE MATERIAL AS REQUIRED. ALL COSTS ASSOCIATED WITHIMPORTING AND EXPORTING MATERIALS SHALL BE INCIDENTAL TOTHE CONTRACT.8.IT IS INTENDED THAT EARTHWORK (CUT VS. FILL) BALANCE ON SITE.THE CONTRACTOR SHALL SUBMIT THE QUANTITY OF MATERIAL ANDAMOUNT OF ANTICIPATED GRADE ADJUSTMENT FOR REVIEW BY THEENGINEER A MINIMUM OF FOUR WEEKDAYS PRIOR TO MAKINGADJUSTMENTS. ALL GRADE ADJUSTMENTS MUST BE APPROVED BYTHE ENGINEER. NO ADDITIONAL COMPENSATION SHALL BEALLOWED FOR WORK ASSOCIATED WITH GRADING ADJUSTMENTS,INCLUDING, BUT NOT LIMITED TO, EARTHWORK OPERATIONS,STORM SEWER PIPING AND STRUCTURE ADJUSTMENTS,CONSTRUCTION SURVEYING FOR ADJUSTING FEATURE LOCATIONSACCORDINGLY, SILT FENCE, ETC.9.FAILURE OF TURF DEVELOPMENT: IN THE EVENT THE CONTRACTORFAILS TO PROVIDE AN ACCEPTABLE TURF, THE CONTRACTOR SHALLRE-SEED OR RE-SOD ALL APPLICABLE AREAS, AT NO ADDITIONALCOST TO THE OWNER, TO THE SATISFACTION OF THE ENGINEER.10.ANY MANHOLE, CATCH BASIN, STORM SEWER, SANITARY SEWER,DRAINTILE, OR OTHER POTENTIAL SOURCE FOR CONTAMINATIONSHALL BE INSTALLED AT LEAST 10 FEET HORIZONTALLY FROM ANYWATERMAIN PER MINNESOTA PLUMBING CODE. THIS ISOLATIONDISTANCE SHALL BE MEASURED FROM THE OUTER EDGE OF THEPIPE TO THE OUTER EDGE OF THE CONTAMINATION SOURCE(OUTER EDGE OF STRUCTURES OR PIPING OR SIMILAR)11.CONTRACTOR SHALL MAINTAIN DRAINAGE FROM EXISTINGBUILDING AT ALL TIMES. PROVIDE TEMPORARY STORM SEWER(INCLUDING, BUT NOT LIMITED TO, CATCH BASINS, MANHOLES,PIPING, ETC.) AS REQUIRED. EXISTING STORM SEWER SHALL NOT BEREMOVED UNTIL TEMPORARY OR PERMANENT STORM SEWER ISINSTALLED AND FUNCTIONAL. COORDINATE ALL REMOVALS WITHAPPROPRIATE TRADES (SITE UTILITY CONTRACTOR, MECHANICALCONTRACTOR, ETC.) AS REQUIRED.12.SUGGESTED HOUSE TYPES SHOWN ARE NOT FINAL. OTHER HOUSETYPES MAY BE USED AND DETERMINED BY THE HOUSE BUILDER.THE MINIMUM LOW FLOOR ELEVATIONS SHALL BE MAINTAINEDUNLESS HOUSE IS BUILT IN A DIFFERENT LOCATION OUTSIDE OFTHE GOVERNING HWL.13.EACH LOT SHALL BE SERVICED BY INDIVIDUAL WELLS AND PUBLICSANITARY FORCE MAIN SEWER. (PLAN PROVIDED BY OTHERS)14.DRIVEWAY CULVERTS WITH SLOPES LESS THAN 2.0% SHALL BE 15INCHES IN DIAMETER WITH A MINIMUM SLOPE OF 1.0%. DRIVEWAYCULVERTS WITH A SLOPE OVER 2.0% MAY BE 12 INCHES, UNLESSSTATED OTHERWISE.LEGEND:VVPROPOSED STORM SEWERPROPOSED FLARED END SECITONSUGGESTED DRIVEWAY SLOPEDW 5%FBLOG=980.0(LL=972.0)(OPN=974.0)MIN=971.5SUGGESTED HOUSE TYPESUGGESTED GARAGE ELEVATIONSUGGESTED LOW LEVEL ELEVATIONSUGGESTED LOW OPENING ELEVATIONMINIMUM LOW OPENING ELEVATION FOR FREEBOARDPage 42 of 84 Joplin St NWSHEET X.4SHEET X.3SHEET X.4SHEET X.1 51610131417191518211918171615141213201112320Park9 7 0 970980980 980 990 990 9 7 2 9729749 7 4 97 6 976978 978 97898 2 982 98298 4 984 986 986 988 988 992 992 DW: 6%DW: 2%DW: 7%DW: 6%DW: 3%DW: 8% D W : 8 %DW: 7% DW : 2 %DW: 2%DW: 6%DW: 2%DW: 7%DW: 7%DW: 5%DW: 8%DW: 0%DW: 1%DW: 5%DW: 9%FBLOG=990.0(LL=982.0)(OPN=984.0)MIN=972.1(LL=976.0)MIN=972.1FBWOG=984.0(LL=976.0)MIN=972.1FBLOG=983.0(LL=975.0)(OPN=977.0)MIN=970.4FBWOG=978.0(LL=970.0)MIN=970.4SEWOG=976.0(LL=973.2)MIN=971.1FBWOG=972.0(LL=964.0)MIN=970.4FBLOG=980.0(LL=972.0)(OPN=974.0)MIN=970.4FBG=984.0(LL=976.0)MIN=970.4FBWOG=989.0(LL=981.0)MIN=970.4FBWOG=988.0(LL=980.0)MIN=968.0FBWOG=992.0(LL=984.0)MIN=966.0FBLOG=997.0(LL=989.0)(OPN=991.0)MIN=970.4FBWOG=994.0(LL=986.0)MIN=966.0FBLOG=998.5(LL=990.5)(OPN=992.5)MIN=978.0FBG=995.0 (LL=987 .0 )MIN=975 .6 FB W O G= 9 9 8 . 0 (LL = 9 9 0 . 0 ) MI N = 9 8 4 . 0 F BWOG= 9 9 6 . 0 ( L L = 9 8 8 . 0 )MI N = 9 8 6 . 0FBWOG=991.0 (LL=983 .0 )MIN=978 .6FBWOG=987.0(LL=979.0)MIN=978.6FBG=993.0(LL=985.0)MIN=975.6FBG=985.0(LL=977.0)MIN=975.6DW: 6%970 97 2 974 9 7 6 978 FUTURE DRIVEWAYEOF=969.20970966968EOF=966.509 7 6 960970980962964966968972974976978964 964966 966 968 960 962 964 980972974976978982971969 INFILTRATION BASIN Q100-YEAR HWL: 975.52INFILTRATION BASIN P100-YEAR HWL: 967.38INFILTRATION BASIN O100-YEAR HWL: 969.04WETLAND 9100-YEAR HWL: 953.99WETLAND 8100-YEAR HWL: 954.80EX. BASIN 3100-YEAR HWL: 958.5712' X 8' OF FLEXAMAT60' X 8' OF FLEXAMAT12' X 8' OF FLEXAMAT12' X 8' OF FLEXAMAT12' X 8' OF FLEXAMAT24' X 8' OF FLEXAMAT1-9 FES1-10 FES1-7 FES1-8 FES1-2 FES1-1 FES1-5 FES1-6 FES1-3 FES1-4 FES967.50 FG967.50 FG967.31 FG967.50 FG979.25 FG9904 2 +0 0 43+0044+0045+0046+0047+0048+0 0 49+0050+0051+0052+0053+005 4 +0 0 55 +0 0 56+00 5 7 + 0 058+0059+0060+0061+006 2 + 0 0 63 + 0 0 63 + 2 5 . 1 7SEE TURN LANE GRADING PLAN2.0 % 2. 0 %EOF=972.2012' X 8' OF FLEXAMAT20' X 8' OF FLEXAMAT973.20 FG973.20 FGINFILTRATION BASIN R100-YEAR HWL: 972.55GRADING SE GRADING PLANC3.42:48 PM N:\Projects Current\24-0120.00 TCLD Ranch Road\Civil\CAD Files\TCLD Grading Profiles.dwg9/5/2024 NSCALE:0'100'200'1"=100'DESCRIPTIONDATENO. REV FILE NO.: DWG FILE: CHECKED BY: DRAWN BY: DESIGN BY: DATE: SHEET NO.LAND SURVEYING CIVIL ENGINEERING ENVIRONMENTAL SERVICES 13076 FIRST STREET, BECKER, MN 55308-9322 TEL: 763-262-8822 FAX: 763-262-8844 BOGART, PEDERSON & ASSOCIATES, INC. MEADOWSWEET BEND DEVELOPMENT City of Elk River, Sherburne County, MN 09/05/2024 24-0120.00 MJM, CJD MJM MJM 1 09/05/2024 REVISION PER CITY REVIEW 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. Signed: Date: Lic. No. Christopher J. Dahn 5862809/05/2024 PROPOSED FLEXAMAT CONCRETE MAT984PROPOSED CONTOURPROPOSED SLOPENEW TOP OF GRAVEL ELEVATIONNEW TOP OF PAVEMENT ELEVATION980.50 TP980.50 TGEXISTING ELEVATION980.50 EXNEW FINISHED GRADE ELEVATION980.50 FGEMERGENCY OVERFLOWE.O.F.GRADING GENERAL NOTES:1.THE CONTRACTOR SHALL NOTE ANY DISCREPANCIES BETWEENEXISTING CONDITIONS IN THE FIELD REPRESENTED WITHIN THEPLANS AS SHOWN AND ALERT THE ENGINEER BEFORE BIDDING THEPROJECT AND BEGINNING CONSTRUCTION.2.CONTRACTOR SHALL LOCATE AND VERIFY ALL UTILITIES WHICH MAYAFFECT THIS WORK AND NOTIFY THE OWNER OF ANY CHANGES.CONTACT LOCAL UTILITY COMPANIES FOR EXACT LOCATIONS PRIORTO BIDDING THE PROJECT AND COMMENCING WORK.3.CONTRACTOR SHALL TAKE NECESSARY PRECAUTIONS TO PREVENTSILT AND DEBRIS RUN-OFF DURING GRADING OPERATIONS (I.E. SILTFENCE, STRAW BALES, ETC.).4.CONTRACTOR SHALL VERIFY CRITICAL ELEVATIONS TO ENSURECONFORMANCE WITH GRADING PLAN, PARTICULARLY WITHEXISTING STRUCTURES AND/OR PAVEMENTS TO REMAIN. MEETEXISTING GRADES ALONG STREETS, PROPERTY LINES, ANDDRIVEWAY ENTRANCES. RESTORE ALL PAVEMENTS THAT REMAINTO THEIR ORIGINAL IF NOT BETTER CONDITION. NOTIFY OWNER OFANY CONFLICTS PRIOR TO BIDDING THE PROJECT.5.TURF ESTABLISHMENT AREAS SHALL RECEIVE MINIMUM OF 4" DEPTHAS MEASURED IN PLACE OF TOPSOIL. TOPSOIL SHALL BEFURNISHED AND INSTALLED BY THE CONTRACTOR. ALL GRADEDSLOPES GREATER THAN OR EQUAL TO 5:1 SHALL BE HYDROSEEDED,EROSION CONTROL BLANKETED, OR MULCHED TO HELP STABILIZETHE SLOPES BY GENERAL CONTRACTOR.6.PROPOSED SPOT ELEVATIONS ARE TO THE TOP OF CURB UNLESSNOTED OTHERWISE. ELEVATION OF FLOW LINE IS 6" BELOW TOP OFCURB UNLESS OTHERWISE SHOWN.7.CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR DETERMININGQUANTITIES OF CUT, FILL AND WASTE MATERIALS TO BE HANDLED,AND FOR AMOUNT OF GRADING TO BE DONE IN ORDER TOCOMPLETELY PERFORM ALL WORK INDICATED ON THE DRAWINGS.IMPORT SUITABLE MATERIAL AND EXPORT UNSUITABLE / EXCESS /WASTE MATERIAL AS REQUIRED. ALL COSTS ASSOCIATED WITHIMPORTING AND EXPORTING MATERIALS SHALL BE INCIDENTAL TOTHE CONTRACT.8.IT IS INTENDED THAT EARTHWORK (CUT VS. FILL) BALANCE ON SITE.THE CONTRACTOR SHALL SUBMIT THE QUANTITY OF MATERIAL ANDAMOUNT OF ANTICIPATED GRADE ADJUSTMENT FOR REVIEW BY THEENGINEER A MINIMUM OF FOUR WEEKDAYS PRIOR TO MAKINGADJUSTMENTS. ALL GRADE ADJUSTMENTS MUST BE APPROVED BYTHE ENGINEER. NO ADDITIONAL COMPENSATION SHALL BEALLOWED FOR WORK ASSOCIATED WITH GRADING ADJUSTMENTS,INCLUDING, BUT NOT LIMITED TO, EARTHWORK OPERATIONS,STORM SEWER PIPING AND STRUCTURE ADJUSTMENTS,CONSTRUCTION SURVEYING FOR ADJUSTING FEATURE LOCATIONSACCORDINGLY, SILT FENCE, ETC.9.FAILURE OF TURF DEVELOPMENT: IN THE EVENT THE CONTRACTORFAILS TO PROVIDE AN ACCEPTABLE TURF, THE CONTRACTOR SHALLRE-SEED OR RE-SOD ALL APPLICABLE AREAS, AT NO ADDITIONALCOST TO THE OWNER, TO THE SATISFACTION OF THE ENGINEER.10.ANY MANHOLE, CATCH BASIN, STORM SEWER, SANITARY SEWER,DRAINTILE, OR OTHER POTENTIAL SOURCE FOR CONTAMINATIONSHALL BE INSTALLED AT LEAST 10 FEET HORIZONTALLY FROM ANYWATERMAIN PER MINNESOTA PLUMBING CODE. THIS ISOLATIONDISTANCE SHALL BE MEASURED FROM THE OUTER EDGE OF THEPIPE TO THE OUTER EDGE OF THE CONTAMINATION SOURCE(OUTER EDGE OF STRUCTURES OR PIPING OR SIMILAR)11.CONTRACTOR SHALL MAINTAIN DRAINAGE FROM EXISTINGBUILDING AT ALL TIMES. PROVIDE TEMPORARY STORM SEWER(INCLUDING, BUT NOT LIMITED TO, CATCH BASINS, MANHOLES,PIPING, ETC.) AS REQUIRED. EXISTING STORM SEWER SHALL NOT BEREMOVED UNTIL TEMPORARY OR PERMANENT STORM SEWER ISINSTALLED AND FUNCTIONAL. COORDINATE ALL REMOVALS WITHAPPROPRIATE TRADES (SITE UTILITY CONTRACTOR, MECHANICALCONTRACTOR, ETC.) AS REQUIRED.12.SUGGESTED HOUSE TYPES SHOWN ARE NOT FINAL. OTHER HOUSETYPES MAY BE USED AND DETERMINED BY THE HOUSE BUILDER.THE MINIMUM LOW FLOOR ELEVATIONS SHALL BE MAINTAINEDUNLESS HOUSE IS BUILT IN A DIFFERENT LOCATION OUTSIDE OFTHE GOVERNING HWL.13.EACH LOT SHALL BE SERVICED BY INDIVIDUAL WELLS AND PUBLICSANITARY FORCE MAIN SEWER. (PLAN PROVIDED BY OTHERS)14.DRIVEWAY CULVERTS WITH SLOPES LESS THAN 2.0% SHALL BE 15INCHES IN DIAMETER WITH A MINIMUM SLOPE OF 1.0%. DRIVEWAYCULVERTS WITH A SLOPE OVER 2.0% MAY BE 12 INCHES, UNLESSSTATED OTHERWISE.LEGEND:VVPROPOSED STORM SEWERPROPOSED FLARED END SECITONSUGGESTED DRIVEWAY SLOPEDW 5%FBLOG=980.0(LL=972.0)(OPN=974.0)MIN=971.5SUGGESTED HOUSE TYPESUGGESTED GARAGE ELEVATIONSUGGESTED LOW LEVEL ELEVATIONSUGGESTED LOW OPENING ELEVATIONMINIMUM LOW OPENING ELEVATION FOR FREEBOARDPage 43 of 84 945950955960965970975980985990945950955960965970975980985990-1+00-0+500+000+501+001+502+002+503+003+504+004+505+005+506+006+507+007+508+008+509+009+5010+0010+5011+0011+5012+0012+5013+000.87%3.53%-2.00%4.51%-1.92%STA: 0+25.00ELEV: 952.250 LOW POINT STA: 0+50.00, ELEV: 952.47'PVI STA: 1+00.00, ELEV: 952.90'K = 37.50, A.D. = 2.67%'V.C.= 100.00'PVC STA: 0+50.00ELEV: 952.47'PVT STA: 1+50.00ELEV: 954.67'LOW POINT STA: 4+92.18, ELEV: 954.28'PVI STA: 5+50.00, ELEV: 952.20'K = 46.09, A.D. = 6.51%'V.C.= 300.00'PVC STA: 4+00.00 ELEV: 955.20' PVT STA: 7+00.00 ELEV: 958.96'HIGH POINT STA: 2+70.78, ELEV: 957.24'PVI STA: 2+50.00, ELEV: 958.20'K = 27.11, A.D. = -5.53%'V.C.= 150.00'PVC STA: 1+75.00ELEV: 955.55'PVT STA: 3+25.00ELEV: 956.70'HIGH POINT STA: 11+40.34, ELEV: 975.66'PVI STA: 11+00.00, ELEV: 977.00'K = 31.12, A.D. = -6.43%'V.C.= 200.00'PVC STA: 10+00.00 ELEV: 972.49' PVT STA: 12+00.00 ELEV: 975.08' 952.7952.47952.7953.23956.9954.67957.8956.32958.1957.16957.6957.08956.2956.20953.3 955.20 950.8 954.47 949.7 954.28 949.7 954.64 950.9 955.54 953.0 956.98 955.6 958.96 958.3 961.22 960.7 963.47 962.6 965.73 964.3 967.98 967.0 970.24 969.9 972.49 970.8 974.34 972.7 975.39 972.7 975.64 972.8 975.08 974.5 974.12 977.0 INLET 2-9 FES, INV.=950.70, STA.=1+00.15OUTLET 2-10 FES, INV.= 950.25, STA.=1+08.3064 LF 15"Ø RCP + 2 RCP APRONS @ 0.71%INLET 2-7 FES, INV.=951.30, STA.=5+21.29OUTLET 2-8 FES, INV.= 950.50, STA.=5+21.9863 LF 15"Ø RCP + 2 RCP APRONS @ 1.27%PROPOSED CENTERLINEEXISTING SURFACETIE INTO EX. ROADZONE 1: 337 LF OF 2"Ø SDR11 HDPEZONE 2: 577 LF OF 2"Ø SDR11 HDPEZONE 3: 362 LF OF 3"Ø SDR11 HDPEQueen St NW124531239108960970954956956 956958962964 966 968 972 974 974EOF=951.50950952952VV950950948952952 VVSEWOG=962.5(LL=959.7)MIN=952.0DW: 7%DW: 7%DW: 8%DW: 6% DW: 6% DW: 7%DW: 2%DW: 6 % D W : 4 %DW: 3%DW: 5%DW: 6%DW : 6 %SEWOG=961.0(LL=958.2)MIN=952.0 SEWOG=963.0(LL=960.2)MIN=957.0FBLOG=962.0(LL=954.0)(OPN=956.0)MIN=957.0FBWOG=971.0(LL=963.0)MIN=955.2SEWOG=961.0(LL=958.2)MIN=957.0SEWOG=966.5(LL=963.7)MIN=957.0FBG=973.0(LL=965.0)MIN=957.0FBG=975.0(LL=967.0)MIN=957.0SEWOG=979.0(LL=976.2)MIN=957.0FBWOG=977.0(LL=969.0)MIN=950.3FBWOG=978.0(LL=970.0)MIN=950.3FBWOG=977.0(LL=969.0)MIN=963.51.0%INFILTRATION BASIN E100-YEAR HWL: 960.46INFILTRATION BASIN C100-YEAR HWL: 952.19INFILTRATION BASIN B100-YEAR HWL: 953.95INFILTRATION BASIN A100-YEAR HWL: 951.88EOF=951.5012' X 8' OF FLEXAMAT8' X 8' OF FLEXAMAT12' X 8' OF FLEXAMAT8' X 8' OF FLEXAMAT952.50 FG952.50 FG952.50 FG952.50 FG953.68 FG952.50 FG952.50 FG952.00 FG960956956958950952954952954950 9529709729749769782-9 FES2-7 FES2-8 FES2-10 FESSSSSSSSSSSSSSSSSSSSSSSSSSANI. FORCEMAINSANI. SERVICE LOCATION0+00 1+00 2+003+004+005+006+007+008+009+0010+0011+0012+0013+00974976SEWER ZONE 1SEWER ZONE 2AIR RELEASE VALVEPLUG END0.5%EOF=954.28GRADING QUEEN ST NW PLAN & PROFILEC4.12:49 PM N:\Projects Current\24-0120.00 TCLD Ranch Road\Civil\CAD Files\TCLD Grading Profiles.dwg9/5/2024 VVSVPROPOSED SANITARY SERVICEPROPOSED FLARED END SECITONPROPOSED SANITARY FORCEMAINPROPOSED STORM SEWERPROPOSED CONTOURLEGEND:PROPOSED FLEXAMAT CONCRETE MAT984START/END OF SEWER ZONECLEANOUT VALVEAIR RELEASE VALVENSCALE:0'50'100'1"=50'DESCRIPTIONDATENO. REV FILE NO.: DWG FILE: CHECKED BY: DRAWN BY: DESIGN BY: DATE: SHEET NO.LAND SURVEYING CIVIL ENGINEERING ENVIRONMENTAL SERVICES 13076 FIRST STREET, BECKER, MN 55308-9322 TEL: 763-262-8822 FAX: 763-262-8844 BOGART, PEDERSON & ASSOCIATES, INC. MEADOWSWEET BEND DEVELOPMENT City of Elk River, Sherburne County, MN 09/05/2024 24-0120.00 MJM, CJD MJM MJM 1 09/05/2024 REVISION PER CITY REVIEW 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. Signed: Date: Lic. No. Christopher J. Dahn 5862809/05/2024SCALE:HORIZONTAL: 1"=50'VERTICAL: 1"=5'Page 44 of 84 95095596096597097598098599099595095596096597097598098599099512+0012+5013+0013+5014+0014+5015+0015+5016+0016+5017+0017+5018+0018+5019+0019+5020+0020+5021+0021+5022+0022+5023+0023+5024+0024+5025+0025+5026+00-1.92%-4.40%4.00%1.71%-2.83%LOW POINT STA: 16+57.14, ELEV: 963.39'PVI STA: 16+50.00, ELEV: 960.25'K = 35.71, A.D. = 8.40%'V.C.= 300.00'PVC STA: 15+00.00ELEV: 966.85' PVT STA: 18+00.00 ELEV: 966.25' PVT STA: 12+00.00ELEV: 975.08'HIGH POINT STA: 13+25.00, ELEV: 972.69'PVI STA: 14+00.00, ELEV: 971.25'K = 60.40, A.D. = -2.48%'V.C.= 150.00'PVC STA: 13+25.00ELEV: 972.69'PVT STA: 14+75.00ELEV: 967.95'HIGH POINT STA: 20+00.00, ELEV: 973.11'PVI STA: 19+50.00, ELEV: 972.25'K = 43.75, A.D. = -2.29%'V.C.= 100.00'PVC STA: 19+00.00 ELEV: 970.25' PVT STA: 20+00.00 ELEV: 973.11'HIGH POINT STA: 22+81.54, ELEV: 977.45'PVI STA: 23+00.00, ELEV: 978.25'K = 32.98, A.D. = -4.55%'V.C.= 150.00'PVC STA: 22+25.00 ELEV: 976.96' PVT STA: 23+75.00 ELEV: 976.12' 974.12977.0973.17977.1972.16973.3970.78970.4969.00965.1966.85960.6965.00957.2963.85953.8963.40952.8 963.65 954.7 964.60 958.6 966.25 963.1 968.25 966.8 970.25 970.0 971.96 971.5 973.11 972.9 973.96 972.7 974.82 972.1 975.68 972.7 976.54 977.9 977.30 982.3 977.40 979.6 976.74 970.6 975.42 971.5 974.00 974.4 972.58 974.8 971.17 972.2 INLET 2-3 FES, INV.=957.00, STA.=16+45.33OUTLET 2-4 FES, INV.= 956.00, STA.=16+60.0788 LF 15"Ø RCP + 2 RCP APRONS @ 1.14%PROPOSED CENTERLINEEXISTING SURFACEZONE 7: 926 LF OF 3"Ø SDR11 HDPEZONE 12: 340 LF OF 3"Ø SDR11 HDPE217th Ave NW1Park11121210970970970964 964966966966 968968 9689 7 2972972 974974 9749 7 497697 6 978960956958962964DW: 3%DW: 5%DW: 6%DW: 8%DW: 7%DW: 3%DW: 6%DW: 7% DW: 5% DW: 6 % D W : 3 % D W : 7 %SEWOG=979.0(LL=976.2)MIN=957.0SEWOG=977.0(LL=974.2)MIN=950.3 FBWOG=977.0(LL=969.0)MIN=963.5FBWOG=969.0(LL=961.0)MIN=959.3 FBLOG=980.0(LL=972.0)(OPN=974.0)MIN=952.0FBWOG=979.0(LL=971.0)MIN=955.4FBWOG=970.0(LL=962.0)MIN=955.4SEWOG=978.0(LL=975.2)MIN=952.0FBLOG=985.0(LL=977.0)(OPN=979.0)MIN=963.5INFILTRATION BASIN K100-YEAR HWL: 958.06INFILTRATION BASIN F100-YEAR HWL: 955.45INFILTRATION BASIN E100-YEAR HWL: 960.4620' X 8' OF FLEXAMAT970972974976978970968972974976978959.00 FG2-3 FES980976978982984SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS966968960958962964VV2-4 FES0+001+00 1 1 +0 012+0013+0014+0015+0016+0017+0018+0019+0020+0021+0022+0023+0024+0025+0026+0027+000+00 1 +0 0QUEEN ST NW & SOLANUM CIRCLESTA: 13+95.81STA: 0+00.00217TH AVE NW & RIEBECK STSTA: 23+22.02STA: 0+00.00SEWER ZONE 3SEWER ZONE 6SEWER ZONE 7SEWER ZONE 11SEWER ZONE 12AIR RELEASE VALVECO VALVECO VALVE3" X 2" TEEAIR RELEASE VALVECO VALVECO VALVE3" X 3" TEE976.48 TPGRADING QUEEN ST NW PLAN & PROFILEC4.22:49 PM N:\Projects Current\24-0120.00 TCLD Ranch Road\Civil\CAD Files\TCLD Grading Profiles.dwg9/5/2024 VVSVPROPOSED SANITARY SERVICEPROPOSED FLARED END SECITONPROPOSED SANITARY FORCEMAINPROPOSED STORM SEWERPROPOSED CONTOURLEGEND:PROPOSED FLEXAMAT CONCRETE MAT984START/END OF SEWER ZONECLEANOUT VALVEAIR RELEASE VALVESCALE:HORIZONTAL: 1"=50'VERTICAL: 1"=5'NSCALE:0'50'100'1"=50'DESCRIPTIONDATENO. REV FILE NO.: DWG FILE: CHECKED BY: DRAWN BY: DESIGN BY: DATE: SHEET NO.LAND SURVEYING CIVIL ENGINEERING ENVIRONMENTAL SERVICES 13076 FIRST STREET, BECKER, MN 55308-9322 TEL: 763-262-8822 FAX: 763-262-8844 BOGART, PEDERSON & ASSOCIATES, INC. MEADOWSWEET BEND DEVELOPMENT City of Elk River, Sherburne County, MN 09/05/2024 24-0120.00 MJM, CJD MJM MJM 1 09/05/2024 REVISION PER CITY REVIEW 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. Signed: Date: Lic. No. Christopher J. Dahn 5862809/05/2024Page 45 of 84 95095596096597097598098599099595095596096597097598098599099525+0025+5026+0026+5027+0027+5028+0028+5029+0029+5030+0030+5031+0031+5032+0032+5033+0033+5034+0034+5035+0035+5036+0036+5037+0037+5038+0038+5039+002.00%-1.33%6.80%2.14%-2.83%LOW POINT STA: 29+17.24, ELEV: 962.42'PVI STA: 29+00.00, ELEV: 961.25'K = 41.38, A.D. = 4.83%'V.C.= 200.00'PVC STA: 28+00.00ELEV: 964.08' PVT STA: 30+00.00 ELEV: 963.25'LOW POINT STA: 33+49.18, ELEV: 963.92'PVI STA: 34+50.00, ELEV: 962.25'K = 36.89, A.D. = 8.13%'V.C.= 300.00'PVC STA: 33+00.00 ELEV: 964.25' PVT STA: 36+00.00 ELEV: 972.45'HIGH POINT STA: 31+60.00, ELEV: 965.85'PVI STA: 31+50.00, ELEV: 966.25'K = 30.00, A.D. = -3.33%'V.C.= 100.00'PVC STA: 31+00.00 ELEV: 965.25' PVT STA: 32+00.00 ELEV: 965.58'HIGH POINT STA: 37+75.00, ELEV: 980.86'PVI STA: 37+00.00, ELEV: 979.25'K = 32.22, A.D. = -4.66%'V.C.= 150.00'PVC STA: 36+25.00 ELEV: 974.15' PVT STA: 37+75.00 ELEV: 980.86' 971.17972.2969.75968.6968.33968.2966.92969.0965.50967.8964.08963.8962.97957.6962.46955.4962.55957.7 963.25 962.7 964.25 968.4 965.25 969.4 965.83 967.0 965.58 965.5 964.92 965.0 964.25 963.3 963.92 960.7 964.27 957.6 965.30 955.8 967.01 956.8 969.39 961.0 972.45 964.3 975.75 969.1 978.38 976.4 980.23 982.0 981.39 985.9 982.47 986.0 INLET 2-1 FES, INV.=959.00, STA.=29+23.29OUTLET 2-2 FES, INV.= 958.50, STA.=29+15.3079 LF 15"Ø RCP + 2 RCP APRONS @ 0.63%INLET 1-13 FES, INV.=960.00, STA.=33+96.93OUTLET 1-14 FES, INV.= 959.00, STA.=34+09.4672 LF 15"Ø RCP + 2 RCP APRONS @ 1.39%INLET 1-11 FES, INV.=978.70, STA.=0+32.05OUTLET 1-12 FES, INV.= 976.60, STA.=0+36.9067 LF 15"Ø RCP + 2 RCP APRONS @ 3.15%END OF PHASE 1 / BEGINING OF PHASE 3STA: 29+95±PROPOSED CENTERLINEEXISTING SURFACEZONE 13: 1,091 LF OF 3"Ø SDR11 HDPE217th Ave NWGa b b r o A v e14151612435672171813V970970980964964964964966966968968972 972 974 974 976 978 982 984 982984986988988VVEOF=957.20950952954956958960954954956956958958962964VVEOF=961.50VVDW: 6%DW: 3%DW: 7% DW: 6% DW: 7% DW: 8 % DW: 7 % DW: 7% DW: 5% DW: 2 %DW: 1%DW: 1%DW: 5%DW: 6%D W : 7 % DW : 7%FBLOG=980.0(LL=972.0)(OPN=974.0)MIN=952.0FBWOG=979.0(LL=971.0)MIN=955.4 FBWOG=970.0(LL=962.0)MIN=955.4SEWOG=978.0(LL=975.2)MIN=952.0SEWOG=968.5(LL=963.7)MIN=963.6SEWOG=969.0(LL=966.2)MIN=965.0FBLOG=970.5(LL=962.5)(OPN=964.5)MIN=965.0FBLOG=967.2(LL=959.2)(OPN=961.2)MIN=961.1FBLOG=971.0(LL=963.0)(OPN=965.0)MIN=965.0FBWOG=973.0(LL=965.0)MIN=965.0FBWOG=979.3(LL=971.3)MIN=965.0FB W O G= 9 8 3 . 5 (LL = 9 7 5 . 5 ) MIN = 9 6 5 . 0 FB W O G= 9 8 9 . 0 (LL = 9 8 1 . 0 ) MI N = 9 5 6 . 0 SE W O G=9 9 1 . 0 (LL = 9 8 8 . 2 ) MIN = 9 6 8 . 0 SEWOG=989.0(LL=986.2)MIN=976.0SEWOG=970.0(LL=967.2)MIN=961.1DW: 7%960956958960 956 958 962 964 966 24 LF 15"Ø RCP @ 1.05%INFILTRATION BASIN L100-YEAR HWL: 961.93INFILTRATION BASIN K100-YEAR HWL: 958.06INFILTRATION BASIN J100-YEAR HWL: 960.5612' X 8' OF FLEXAMAT24' X 8' OF FLEXAMAT12' X 8' OF FLEXAMAT12' X 8' OF FLEXAMAT24' X 8' OF FLEXAMAT970968972974976978959.00 FG959.00 FG959.00 FG959.00 FG960.00 FG960.50 FG963.00 FG963.00 FG963.00 FG963.00 FG960 956 958 960961.02 FG961.01 FG961.46 FG2-1 FES2-2 FES1-13 FES1-11 FES1-12 FES1-15 FESINV.=959.001-16 FESINV.=958.751-14 FES980 990 982 984 986 988 S S S S S S SSSSSSSSSSSSSSSSSSSSSSSSSSSMATCH EX. GRADES25+0026+0027+0028+0029+0030+0031+0032+0033+0034+0035+0036+0037+0038+0039+0040+000+0 0 1+0 0 2+0 0 3+0 0217TH AVE NW & GABBRO AVESTA: 37+54.21STA: 0+00.00SEWER ZONE 12SEWER ZONE 13SEWER ZONE 17AIR RELEASE VALVECO VALVECO VALVE3" X 4" X 3" TEE962.71 TP962.69 TPSSSSSGRADING 217TH AVE NW PLAN & PROFILEC4.32:50 PM N:\Projects Current\24-0120.00 TCLD Ranch Road\Civil\CAD Files\TCLD Grading Profiles.dwg9/5/2024 VVSVPROPOSED SANITARY SERVICEPROPOSED FLARED END SECITONPROPOSED SANITARY FORCEMAINPROPOSED STORM SEWERPROPOSED CONTOURLEGEND:PROPOSED FLEXAMAT CONCRETE MAT984START/END OF SEWER ZONECLEANOUT VALVEAIR RELEASE VALVESCALE:HORIZONTAL: 1"=50'VERTICAL: 1"=5'NSCALE:0'50'100'1"=50'DESCRIPTIONDATENO. REV FILE NO.: DWG FILE: CHECKED BY: DRAWN BY: DESIGN BY: DATE: SHEET NO.LAND SURVEYING CIVIL ENGINEERING ENVIRONMENTAL SERVICES 13076 FIRST STREET, BECKER, MN 55308-9322 TEL: 763-262-8822 FAX: 763-262-8844 BOGART, PEDERSON & ASSOCIATES, INC. MEADOWSWEET BEND DEVELOPMENT City of Elk River, Sherburne County, MN 09/05/2024 24-0120.00 MJM, CJD MJM MJM 1 09/05/2024 REVISION PER CITY REVIEW 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. Signed: Date: Lic. No. Christopher J. Dahn 5862809/05/2024Page 46 of 84 9559609659709759809859909951000955960965970975980985990995100038+0038+5039+0039+5040+0040+5041+0041+5042+0042+5043+0043+5044+0044+5045+0045+5046+0046+5047+0047+5048+0048+5049+0049+5050+0050+5051+0051+5052+005.44%2.14%-3.18%LOW POINT STA: 46+97.47, ELEV: 968.51'PVI STA: 47+50.00, ELEV: 964.50'K = 46.38, A.D. = 8.62%'V.C.= 400.00'PVC STA: 45+50.00 ELEV: 970.86' PVT STA: 49+50.00 ELEV: 975.39'HIGH POINT STA: 53+00.00, ELEV: 990.57'PVI STA: 52+00.00, ELEV: 989.00'K = 51.64, A.D. = -3.87%'V.C.= 200.00'PVC STA: 51+00.00ELEV: 983.56'PVT STA: 53+00.00ELEV: 990.57'HIGH POINT STA: 40+30.56, ELEV: 985.47'PVI STA: 40+50.00, ELEV: 986.76'K = 37.57, A.D. = -5.32%'V.C.= 200.00'PVC STA: 39+50.00ELEV: 984.61'PVT STA: 41+50.00ELEV: 983.58'982.47986.0983.54982.4984.61985.9985.35986.1985.42984.7984.83984.8983.58984.1981.99979.2980.40976.5 978.81 976.8 977.22 979.2 975.63 982.2 974.04 980.0 972.45 976.2 970.86 972.1 969.54 968.3 968.76 967.1 968.52 968.0 968.81 967.8 969.65 967.1 971.02 966.7 972.94 967.0 975.39 969.3 978.11 973.5 980.83 979.1 983.56 984.7 986.04 987.6 INLET 1-9 FES, INV.=976.75, STA.=42+84.40OUTLET 1-10 FES, INV.= 975.50, STA.=43+02.2955 LF 15"Ø RCP + 2 RCP APRONS @ 2.26%INLET 1-7 FES, INV.=966.00, STA.=46+95.47OUTLET 1-8 FES, INV.= 964.50, STA.=46+94.7955 LF 15"Ø RCP + 2 RCP APRONS @ 2.73%INLET 1-5 FES, INV.=984.00, STA.=51+61.64OUTLET 1-6 FES, INV.= 983.30, STA.=51+44.6947 LF 15"Ø RCP + 2 RCP APRONS @ 1.48%PROPOSED CENTERLINEEXISTING SURFACEZONE 18: 1,897 LF OF 4"Ø SDR11 HDPE16 9 10 13 14 17 15 14 11109 12 13 11 12 9709 7 0 980980 9809909729 7 2 9 7 4 9749769 7 6 9789 7 8982 982982984984 984986988982VV DW: 7%DW: 7%DW: 6%DW: 7%DW: 4%DW: 2% DW: 7% DW: 6% DW: 3% DW: 8%DW: 8%DW: 7%DW: 2%SEWOG=989.0(LL=986.2)MIN=976.0FBWOG=990.0(LL=982.0)MIN=965.0FBLOG=990.0(LL=982.0)(OPN=984.0)MIN=978.0FBLOG=990.0(LL=982.0)(OPN=984.0)MIN=972.1FBWOG=984.0(LL=976.0)MIN=972.1FBWOG=984.0(LL=976.0)MIN=972.1FBLOG=983.0(LL=975.0)(OPN=977.0)MIN=970.4FBWOG=978.0(LL=970.0)MIN=970.4SEWOG=976.0(LL=973.2)MIN=971.1FBWOG=972.0(LL=964.0)MIN=970.4FBLOG=980.0(LL=972.0)(OPN=974.0)MIN=970 .4FBG=9 8 4 . 0 ( L L= 9 7 6 . 0 )MIN= 9 7 0 . 4 F B W O G = 9 8 9 . 0 (L L = 9 8 1 . 0 ) MI N = 9 7 0 . 4 F B W O G = 9 8 8 . 0 (L L = 9 8 0 . 0 ) MI N = 9 6 8 . 0 DW: 6%970972974976978FUTURE DRIVEWAYEOF=969.20970 966968VVVVEOF=966.509609 7 0 9809629 6 4 9 6 6 9 6 8 9 7 2 97 4 97 6 97 8964964966966968960962964INFILTRATION BASIN P100-YEAR HWL: 967.38INFILTRATION BASIN O100-YEAR HWL: 969.0412' X 8' OF FLEXAMAT60' X 8' OF FLEXAMAT12' X 8' OF FLEXAMAT12' X 8' OF FLEXAMAT12' X 8' OF FLEXAMAT1-11 FES1-12 FES1-9 FES1-10 FES1-7 FES1-8 FES1-5 FES1-6 FES980990982984986988967.50 FG967.50 FG967.31 FG967.50 FGSSS37+00 38+00 39+00 40+0041+0042+0043+0044+0045+0046+0047+0048+0049+0050+0 0 5 1+ 0 0 5 2 + 0 0 53+000+001+00SEWER ZONE 17SEWER ZONE 18AIR RELEASE VALVECO VALVECO VALVE3" X 4" X 3" TEESSSS S S SSSSSSSSSSSSSSSSSSSSSSSSSS GRADING JOPLIN ST NW PLAN & PROFILEC4.42:50 PM N:\Projects Current\24-0120.00 TCLD Ranch Road\Civil\CAD Files\TCLD Grading Profiles.dwg9/5/2024 VVSVPROPOSED SANITARY SERVICEPROPOSED FLARED END SECITONPROPOSED SANITARY FORCEMAINPROPOSED STORM SEWERPROPOSED CONTOURLEGEND:PROPOSED FLEXAMAT CONCRETE MAT984START/END OF SEWER ZONECLEANOUT VALVEAIR RELEASE VALVESCALE:HORIZONTAL: 1"=50'VERTICAL: 1"=5'NSCALE:0'50'100'1"=50'DESCRIPTIONDATENO. REV FILE NO.: DWG FILE: CHECKED BY: DRAWN BY: DESIGN BY: DATE: SHEET NO.LAND SURVEYING CIVIL ENGINEERING ENVIRONMENTAL SERVICES 13076 FIRST STREET, BECKER, MN 55308-9322 TEL: 763-262-8822 FAX: 763-262-8844 BOGART, PEDERSON & ASSOCIATES, INC. MEADOWSWEET BEND DEVELOPMENT City of Elk River, Sherburne County, MN 09/05/2024 24-0120.00 MJM, CJD MJM MJM 1 09/05/2024 REVISION PER CITY REVIEW 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. Signed: Date: Lic. No. Christopher J. Dahn 5862809/05/2024Page 47 of 84 96597097598098599099510001005101096597097598098599099510001005101050+0050+5051+0051+5052+0052+5053+0053+5054+0054+5055+0055+5056+0056+5057+0057+5058+0058+5059+0059+5060+0060+5061+0061+5062+0062+5063+0063+5064+001.57%-1.08%-5.20%1.00%5.44%STA: 63+00.00ELEV: 977.160LOW POINT STA: 62+43.12, ELEV: 976.81'PVI STA: 61+50.00, ELEV: 975.66'K = 44.38, A.D. = 6.20%'V.C.= 275.00'PVC STA: 60+12.50 ELEV: 982.81' PVT STA: 62+87.50 ELEV: 977.04'HIGH POINT STA: 53+00.00, ELEV: 990.57'PVI STA: 52+00.00, ELEV: 989.00'K = 51.64, A.D. = -3.87%'V.C.= 200.00'PVC STA: 51+00.00ELEV: 983.56'PVT STA: 53+00.00ELEV: 990.57'HIGH POINT STA: 55+59.19, ELEV: 994.18'PVI STA: 55+50.00, ELEV: 994.50'K = 37.67, A.D. = -2.65%'V.C.= 100.00'PVC STA: 55+00.00 ELEV: 993.71' PVT STA: 56+00.00 ELEV: 993.96'HIGH POINT STA: 57+50.00, ELEV: 992.33'PVI STA: 58+50.00, ELEV: 991.25'K = 48.62, A.D. = -4.11%'V.C.= 200.00'PVC STA: 57+50.00 ELEV: 992.33' PVT STA: 59+50.00 ELEV: 986.05' 980.83979.1983.56984.7986.04987.6988.03990.1989.54991.9990.57991.9991.36990.8992.14989.6992.93990.8 993.71 993.5 994.17 996.1 993.96 995.1 993.42 992.2 992.88 991.5 992.33 993.2 991.53 994.1 990.22 993.1 988.39 990.7 986.05 987.4 983.46 984.7 981.02 982.5 979.12 979.4 977.79 976.0 977.02 973.4 976.82 973.0 977.16 977.2 INLET 1-5 FES, INV.=984.00, STA.=51+61.64OUTLET 1-6 FES, INV.= 983.30, STA.=51+44.6947 LF 15"Ø RCP + 2 RCP APRONS @ 1.48%INLET 1-3 FES, INV.=977.50, STA.=60+73.45OUTLET 1-4 FES, INV.= 975.00, STA.=60+89.0060 LF 15"Ø RCP + 2 RCP APRONS @ 4.18%INLET 1-2 FES, INV.=974.20, STA.=62+34.29OUTLET 1-1 FES, INV.= 973.50, STA.=62+35.8179 LF 18"Ø RCP + 2 RCP APRONS @ 0.88%TIE INTO EX. ROADPROPOSED CENTERLINEEXISTING SURFACESEE PLAN VIEW FOR GRAVITYSEWER CONNECTIONZONE 19: 952 LF OF 2"Ø SDR11 HDPE16 1718 1 7 1 6 1514980990974976978982984986988992DW: 8%DW: 7%DW: 2%DW: 2%DW: 6%DW: 2% DW : 7 %DW: 7%DW: 5%FBG=984.0(LL=976.0)MIN=970.4FBWOG=989.0(LL=981.0)MIN=970.4FBWOG=988.0(LL=980.0)MIN=968.0FBWOG=992.0(LL=984.0)MIN=966.0FBLOG=997.0(LL=989.0)(OPN=991.0)MIN=970.4FBWOG=994.0(LL=986.0)MIN=966.0FBLOG=998.5(LL=990.5)(OPN=992.5)MIN=978.0FBWOG=998.0(LL=990.0)MIN=984.0MIN=986.0970980 96296496696897297497697812' X 8' OF FLEXAMAT1-5 FES1-6 FESSANI. SERVICE LOCATION50+0051+0052+0053+0054+0055+0056+005 7 +0 0 AIR RELEASE VALVES S S S S SSSSSSSSSSSSJoplin St NW19182119209809 9 0 978 9829849869 8 8 992DW: 5% DW: 8% D W : 0 % DW: 1 % DW: 5% DW: 9 %FBG=995.0(LL=987.0)MIN=975.6FBWOG=996.0(LL=988.0)MIN=986.0FBWOG=991.0(LL=983.0)MIN=978.6FBWOG=987.0(LL=979.0)MIN=978.6FBG=993.0(LL=985.0)MIN=975.6FBG=985.0(LL=977.0)MIN=975.6976VV9809729749769789829719 6 9 VVINFILTRATION BASIN Q100-YEAR HWL: 975.5224' X 8' OF FLEXAMAT1-2 FES1-1 FES1-3 FES1-4 FESSA-1 SAN MHRIM=977.10'NE FORCEMAIN INV.=973.25SW INV.=973.00EX. SAN MHRIM=983.69'NE INV.=972.60V86 LF 8"Ø SDR-26 @ 0 .44% S S S S S S SSSSS 4" SDR-11 SANI. FORCEMAIN979.25 FG990SANI. SERVICE LOCATION57+0058+0059+0060+0061+0062+0063+0063+25.17SEWER ZONE 19CO VALVESEE TURN LANE GRADING PLAN2.0%SSSSSSSVVVEOF=972.2012' X 8' OF FLEXAMAT20' X 8' OF FLEXAMAT973.20 FG973.20 FGGRADING JOPLIN ST NW PLAN & PROFILEC4.52:51 PM N:\Projects Current\24-0120.00 TCLD Ranch Road\Civil\CAD Files\TCLD Grading Profiles.dwg9/5/2024 VVSVPROPOSED SANITARY SERVICEPROPOSED FLARED END SECITONPROPOSED SANITARY FORCEMAINPROPOSED STORM SEWERPROPOSED CONTOURLEGEND:PROPOSED FLEXAMAT CONCRETE MAT984START/END OF SEWER ZONECLEANOUT VALVEAIR RELEASE VALVESCALE:HORIZONTAL: 1"=50'VERTICAL: 1"=5'NSCALE:0'50'100'1"=50'DESCRIPTIONDATENO. REV FILE NO.: DWG FILE: CHECKED BY: DRAWN BY: DESIGN BY: DATE: SHEET NO.LAND SURVEYING CIVIL ENGINEERING ENVIRONMENTAL SERVICES 13076 FIRST STREET, BECKER, MN 55308-9322 TEL: 763-262-8822 FAX: 763-262-8844 BOGART, PEDERSON & ASSOCIATES, INC. MEADOWSWEET BEND DEVELOPMENT City of Elk River, Sherburne County, MN 09/05/2024 24-0120.00 MJM, CJD MJM MJM 1 09/05/2024 REVISION PER CITY REVIEW 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. Signed: Date: Lic. No. Christopher J. Dahn 5862809/05/2024 NSCALE:0'50'100'1"=50'Page 48 of 84 9609659709759809859909951000100596096597097598098599099510001005-2+00-1+50-1+00-0+500+000+501+001+502+002+503+003+504+004+505+005+506+006+507+007+508+008+509+009+5010+0010+5011+0011+5012+00974.24974.2971.61971.6974.18974.2976.80976.8981.73981.7979.38979.4 972.83 972.8 972.86 972.9 981.50 981.5 985.17 985.2 984.64 984.6 979.77 979.8 977.41 977.4 975.80 975.8 974.85 974.9 975.16 975.2 975.60 975.6 976.22 976.2 977.06 977.1 978.34 978.3 979.30 979.3 979.75 979.7 979.97 980.0 980.24 980.2 -2.62%2.44%1.00%1.77%0.90%STA: 0+00.00ELEV: 977.201 LOW POINT STA: 7+78.38, ELEV: 975.76'PVI STA: 7+75.00, ELEV: 974.50'K = 39.53, A.D. = 5.06%'V.C.= 200.00'PVC STA: 6+75.00 ELEV: 977.12' PVT STA: 8+75.00 ELEV: 976.94'HIGH POINT STA: 4+13.40, ELEV: 982.50'PVI STA: 4+50.00, ELEV: 983.00'K = 42.67, A.D. = -3.52%'V.C.= 150.00'PVC STA: 3+75.00 ELEV: 982.32' PVT STA: 5+25.00 ELEV: 981.04'HIGH POINT STA: 10+75.00, ELEV: 980.75'PVI STA: 10+00.00, ELEV: 980.00'K = 103.85, A.D. = -1.44%'V.C.= 150.00'PVC STA: 9+25.00 ELEV: 978.17' PVT STA: 10+75.00 ELEV: 980.75'HIGH POINT STA: 2+50.00, ELEV: 981.20'PVI STA: 2+00.00, ELEV: 980.75'K = 114.32, A.D. = -0.87%'V.C.= 100.00'PVC STA: 1+50.00ELEV: 979.86'PVT STA: 2+50.00ELEV: 981.20'PROPOSED CENTERLINEEXISTING SURFACEZONE 11: 367 LF OF 3"Ø SDR11 HDPEZONE 10: 644 LF OF 3"Ø SDR11 HDPE217th Ave NWRiebeck St13151411125910127111861716970968 972 974 976976980 980980976976978978978982982 982 982972 972 974 974 976 970 970 972 972 972EOF=970.93DW: 7%DW: 7%DW: 7% DW: 7% DW: 2% DW: 7% DW: 5% DW: 7% DW: 7% DW: 7 % DW : 6 % D W : 6 % D W : 7 % DW : 5%DW: 6%DW: 5%DW: 5%DW: 6%DW: 3%DW: 7%FBLOG=985.0(LL=977.0)(OPN=979.0)MIN=970.0FBWOG=986.0(LL=978.0)MIN=958.0FBWOG=984.0(LL=976.0)MIN=960.0SEWOG=990.0(LL=987.2)MIN=963.5SEWOG=988.0(LL=985.2)MIN=978.2FBWOG=983.0(LL=975.0)MIN=960.0SEWOG=982.0(LL=979.2)MIN=978.2FBWOG=982.5(LL=974.5)MIN=975.2SEWOG=981.0(LL=978.2)MIN=978.2SEWOG=982.0(LL=979.2)MIN=978.2FBLOG=980.0(LL=972.0)(OPN=974.0)MIN=952.0FBWOG=979.0(LL=971.0)MIN=955.4FBWOG=970.0(LL=962.0)MIN=955.4SEWOG=978.0(LL=975.2)MIN=952.0FBLOG=981.0(LL=973.0)(OPN=975.0)MIN=975.2FBWOG=984.0(LL=976.0)MIN=952.0SEWOG=985.0(LL=982.2)MIN=978.2SEWOG=984.5(LL=981.7)MIN=978.2FBWOG=986.0(LL=978.0)MIN=952.0G=985.5(LL=982.7)MIN=978.2FBLOG=985.0(LL=977.0)(OPN=979.0)MIN=963.5DW: 2% 971.5 969.0INFILTRATION BASIN KINFILTRATION BASIN G100-YEAR HWL: 975.14INFILTRATION BASIN H100-YEAR HWL: 972.1512' X 8' OF FLEXAMAT980975.00 FG975.00 FG971.47 FG970.95 FG973.00 FG973.00 FG970968972974976978 980976978982984SSSSSS SSSSSSSSSSSSSSSSSS S S SSSSSSSSSSSSSANI. FORCE MAINSANI. SERVICE LOCATION21+0022+0023+0024+0025+0026+000+001+002+003+004+005+006+007+008+009+0010+0011+0012+0013+00217TH AVE NW & RIEBECK STSTA: 23+22.02STA: 0+00.00SEWER ZONE 9SEWER ZONE 10SEWER ZONE 11SEWER ZONE 12AIR RELEASE VALVECO VALVECO VALVE3" X 3" TEE976.48 TPGRADING RIEBECK ST PLAN & PROFILEC4.62:51 PM N:\Projects Current\24-0120.00 TCLD Ranch Road\Civil\CAD Files\TCLD Grading Profiles.dwg9/5/2024 VVSVPROPOSED SANITARY SERVICEPROPOSED FLARED END SECITONPROPOSED SANITARY FORCEMAINPROPOSED STORM SEWERPROPOSED CONTOURLEGEND:PROPOSED FLEXAMAT CONCRETE MAT984START/END OF SEWER ZONECLEANOUT VALVEAIR RELEASE VALVESCALE:HORIZONTAL: 1"=50'VERTICAL: 1"=5'NSCALE:0'50'100'1"=50'DESCRIPTIONDATENO. REV FILE NO.: DWG FILE: CHECKED BY: DRAWN BY: DESIGN BY: DATE: SHEET NO.LAND SURVEYING CIVIL ENGINEERING ENVIRONMENTAL SERVICES 13076 FIRST STREET, BECKER, MN 55308-9322 TEL: 763-262-8822 FAX: 763-262-8844 BOGART, PEDERSON & ASSOCIATES, INC. MEADOWSWEET BEND DEVELOPMENT City of Elk River, Sherburne County, MN 09/05/2024 24-0120.00 MJM, CJD MJM MJM 1 09/05/2024 REVISION PER CITY REVIEW 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. Signed: Date: Lic. No. Christopher J. Dahn 5862809/05/2024Page 49 of 84 960965970975980985990995100096096597097598098599099510009+009+5010+0010+5011+0011+5012+0012+5013+0013+5014+0014+5015+0015+5016+0016+5017+0017+5018+0018+5019+0019+5020+0020+5021+0021+5022+0022+5023+002.44%1.00%-2.11%0.59%STA: 16+94.60 ELEV: 979.250 LOW POINT STA: 15+53.17, ELEV: 978.48'PVI STA: 15+25.00, ELEV: 978.25'K = 37.03, A.D. = 2.70%'V.C.= 100.00'PVC STA: 14+75.00 ELEV: 979.31' PVT STA: 15+75.00 ELEV: 978.54'HIGH POINT STA: 12+73.21, ELEV: 982.49'PVI STA: 13+00.00, ELEV: 983.00'K = 48.21, A.D. = -3.11%'V.C.= 150.00'PVC STA: 12+25.00ELEV: 982.25'PVT STA: 13+75.00 ELEV: 981.42'HIGH POINT STA: 10+75.00, ELEV: 980.75'PVI STA: 10+00.00, ELEV: 980.00'K = 103.85, A.D. = -1.44%'V.C.= 150.00'PVC STA: 9+25.00ELEV: 978.17'PVT STA: 10+75.00ELEV: 980.75'978.75978.3979.73979.3980.47979.7981.00980.0981.50980.2982.00980.8982.44981.2982.42981.1981.88980.8 980.89 980.7 979.83 980.7 978.86 981.0 978.48 979.9 978.69 978.3 978.99 977.0 INLET 3-1 FES, INV.=975.75, STA.=15+25.87OUTLET 3-2 FES, INV.= 975.25, STA.=15+16.6655 LF 15"Ø RCP + 2 RCP APRONS @ 0.90%PROPOSED CENTERLINEEXISTING SURFACEZONE 9: 461 LF OF 2"Ø SDR11 HDPEZONE 8: 202 LF OF 2"Ø SDR11 HDPE182022213541217VV980980976978982982970972EOF=970.93DW: 7%DW: 6%DW: 6%DW: 7%DW: 5%DW: 6%DW: 5%DW: 5 % DW: 6% DW: 5% DW: 7 % DW: 7% DW: 5%SEWOG=982.0(LL=979.2)MIN=978.2FBLOG=981.0(LL=973.0)(OPN=975.0)MIN=975.2FBWOG=984.0(LL=976.0)MIN=952.0SEWOG=985.0(LL=982.2)MIN=978.2SEWOG=984.5(LL=981.7)MIN=978.2FBWOG=986.0(LL=978.0)MIN=952.0SEWOG=985.5(LL=982.7)MIN=978.2SEWOG=985.0(LL=982.2)MIN=979.4FBWOG=986.0(LL=978.0)MIN=952.0SEWOG=983.0(LL=980.2)MIN=979.4SEWOG=983.0(LL=980.2)MIN=979.4SEWOG=981.5(LL=978.7)MIN=979.4SEWOG=982.0(LL=979.2)MIN=979.4EOF=975.50VVINFILTRATION BASIN G100-YEAR HWL: 975.14INFILTRATION BASIN H100-YEAR HWL: 972.15INFILTRATION BASIN I100-YEAR HWL: 976.3412' X 8' OF FLEXAMAT12' X 8' OF FLEXAMAT971.47 FG970.95 FG973.00 FG976.50 FG976.50 FG976.50 FG976.50 FG974 974 976 976 978 3-2 FES3-1 FESSSSSSSSSSSSSSSSSS8' X 8' OF FLEXAMATSANI. SERVICE LOCATION9+0010+0011+0012+0013+0014+0015+0016+0016+94.60SEWER ZONE 8SEWER ZONE 9CO VALVEGRADING RIEBECK ST PLAN & PROFILEC4.72:52 PM N:\Projects Current\24-0120.00 TCLD Ranch Road\Civil\CAD Files\TCLD Grading Profiles.dwg9/5/2024 VVSVPROPOSED SANITARY SERVICEPROPOSED FLARED END SECITONPROPOSED SANITARY FORCEMAINPROPOSED STORM SEWERPROPOSED CONTOURLEGEND:PROPOSED FLEXAMAT CONCRETE MAT984START/END OF SEWER ZONECLEANOUT VALVEAIR RELEASE VALVESCALE:HORIZONTAL: 1"=50'VERTICAL: 1"=5'NSCALE:0'50'100'1"=50'DESCRIPTIONDATENO. REV FILE NO.: DWG FILE: CHECKED BY: DRAWN BY: DESIGN BY: DATE: SHEET NO.LAND SURVEYING CIVIL ENGINEERING ENVIRONMENTAL SERVICES 13076 FIRST STREET, BECKER, MN 55308-9322 TEL: 763-262-8822 FAX: 763-262-8844 BOGART, PEDERSON & ASSOCIATES, INC. MEADOWSWEET BEND DEVELOPMENT City of Elk River, Sherburne County, MN 09/05/2024 24-0120.00 MJM, CJD MJM MJM 1 09/05/2024 REVISION PER CITY REVIEW 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. Signed: Date: Lic. No. Christopher J. Dahn 5862809/05/2024Page 50 of 84 Gabbro Ave523567898765221718970980 964966968972974976978 9 8 2 9 8 4 9 8 0 9729749769 7 8982 98 2984984986986988988 VV VVDW: 7%DW: 5%DW: 2% DW: 1% DW: 1% DW: 5% DW: 6% DW: 2% DW: 4% DW: 8% DW: 6 % DW: 7% DW : 3 % D W : 7 %DW: 3%DW: 9%DW: 7%(LL=966.2)MIN=965.0FBLOG=971.0(LL=963.0)(OPN=965.0)MIN=965.0FBWOG=973.0(LL=965.0)MIN=965.0FBWOG=979.3(LL=971.3)MIN=965.0FBWOG=983.5(LL=975.5)MIN=965.0FBWOG=989.0(LL=981.0)MIN=956.0SEWOG=991.0(LL=988.2)MIN=968.0FBLOG=992.0(LL=984.0)(OPN=986.0)MIN=968.0FBWOG=990.0(LL=982.0)MIN=954.0FBWOG=988.0(LL=980.0)MIN=952.0SEWOG=987.0(LL=984.2)MIN=966.0FBWOG=986.0(LL=978.0)MIN=956.0FBWOG=981.0(LL=973.0)MIN=954.0FBWOG=977.0(LL=969.0)MIN=954.0FBWOG=976.0(LL=968.0)MIN=956.0SEWOG=983.0(LL=980.2)MIN=973.0G=979.7(LL=971.7)(OPN=973.7)MIN=973.7SEWO G=989. 0 (LL=986 . 2 ) MIN=97 6 . 0FBWOG=990.0(LL=982.0)MIN=965.0960956958962964966 968INFILTRATION BASIN L100-YEAR HWL: 961.93963.00 FG963.00 FG960961.02 FG961.01 FG961.46 FG1-13 FES1-11 FES1-12 FES1-14 FES9809909829849869889 7 4 9 76 970.47 FG970.50 FG970.50 FGSSSSSSSSSSSSSSSSSSSSSSSSSSSSSANI. FORCEMAINSANI. SERVICE LOCATION34+0035+0036+0037+003 8 +0 0 3 9 +0 0 0+001+002+003+004+005+006+007+008+009+0010+00217TH AVE NW & GABBRO AVESTA: 37+54.21STA: 0+00.00SEWER ZONE 15SEWER ZONE 16SEWER ZONE 17CO VALVECO VALVE3" X 4" X 3" TEEEOF=961.95SSSS9609659709759809859909951000100596096597097598098599099510001005-5+00-4+50-4+00-3+50-3+00-2+50-2+00-1+50-1+00-0+500+000+501+001+502+002+503+003+504+004+505+005+506+006+507+007+508+008+509+00980.35 982.4 981.30 982.8 982.54 984.9 984.38 986.7 986.50 982.2 988.46 990.2 989.30 993.5 988.84 990.3 987.25 986.1 985.50 984.2 983.75 983.3 982.00 981.9 980.25 980.2 978.54 978.1 977.11 976.4 976.00 975.9 975.16 975.1 974.37 974.5 -3.50%-1.59%1.90%4.25% STA: 0+00.00 ELEV: 980.345 LOW POINT STA: 7+75.00, ELEV: 975.56'PVI STA: 7+00.00, ELEV: 976.75'K = 78.46, A.D. = 1.91%'V.C.= 150.00'PVC STA: 6+25.00 ELEV: 979.38' PVT STA: 7+75.00 ELEV: 975.56'LOW POINT STA: 0+50.00, ELEV: 981.30'PVI STA: 1+00.00, ELEV: 982.25'K = 42.64, A.D. = 2.35%'V.C.= 100.00'PVC STA: 0+50.00 ELEV: 981.30' PVT STA: 1+50.00 ELEV: 984.38'HIGH POINT STA: 3+07.26, ELEV: 989.31'PVI STA: 3+00.00, ELEV: 990.75'K = 19.35, A.D. = -7.75%'V.C.= 150.00'PVC STA: 2+25.00 ELEV: 987.56' PVT STA: 3+75.00 ELEV: 988.12'INLET 1-11 FES, INV.=978.70, STA.=0+32.05OUTLET 1-12 FES, INV.= 976.60, STA.=0+36.9067 LF 15"Ø RCP + 2 RCP APRONS @ 3.15%PROPOSED CENTERLINEEXISTING SURFACEZONE 17: 215 LF OF 3"Ø SDR11 HDPEZONE 16: 664 LF OF 3"Ø SDR11 HDPEGRADING GABBRO AVE PLAN & PROFILEC4.82:52 PM N:\Projects Current\24-0120.00 TCLD Ranch Road\Civil\CAD Files\TCLD Grading Profiles.dwg9/5/2024 VVSVPROPOSED SANITARY SERVICEPROPOSED FLARED END SECITONPROPOSED SANITARY FORCEMAINPROPOSED STORM SEWERPROPOSED CONTOURLEGEND:PROPOSED FLEXAMAT CONCRETE MAT984START/END OF SEWER ZONECLEANOUT VALVEAIR RELEASE VALVESCALE:HORIZONTAL: 1"=50'VERTICAL: 1"=5'DESCRIPTIONDATENO. REV FILE NO.: DWG FILE: CHECKED BY: DRAWN BY: DESIGN BY: DATE: SHEET NO.LAND SURVEYING CIVIL ENGINEERING ENVIRONMENTAL SERVICES 13076 FIRST STREET, BECKER, MN 55308-9322 TEL: 763-262-8822 FAX: 763-262-8844 BOGART, PEDERSON & ASSOCIATES, INC. MEADOWSWEET BEND DEVELOPMENT City of Elk River, Sherburne County, MN 09/05/2024 24-0120.00 MJM, CJD MJM MJM 1 09/05/2024 REVISION PER CITY REVIEW 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. Signed: Date: Lic. No. Christopher J. Dahn 5862809/05/2024 NSCALE:0'50'100'1"=50'Page 51 of 84 23651432242728V980980 972972974 974 976 976978 978 982982 984984986DW: 8%DW: 6%DW: 7%DW: 3%DW: 7%DW: 3%DW: 9% DW: 7% DW: 7% DW: 6% DW: 7% DW: 7% DW: 6% DW: 7% SEWOG=987.0(LL=984.2)MIN=966.0 FBWOG=981.0(LL=973.0)MIN=954.0 FBWOG=977.0(LL=969.0)MIN=954.0FBWOG=976.0(LL=968.0)MIN=956.0SEWOG=983.0(LL=980.2)MIN=973.0FBLOG=979.7(LL=971.7)(OPN=973.7)MIN=973.7FBLOG=979.0(LL=971.0)(OPN=973.0)MIN=973.0FBLOG=979.7(LL=971.7)(OPN=973.7)MIN=973.7FBWOG=981.0(LL=973.0)MIN=973.7FBWOG=982.0(LL=974.0)MIN=962.0FBWOG=990.0(LL=982.0)MIN=962.0FBLOG=987.0(LL=979.0)(OPN=981.0)MIN=973.7FBLOG=988.0(LL=980.0)(OPN=982.0)MIN=966.0EOF=969.20EOF=969.70967 970 968972970968967INFILTRATION BASIN N100-YEAR HWL: 969.99INFILTRATION BASIN M100-YEAR HWL: 970.6212' X 8' OF FLEXAMAT970968 972 974 976970972974970.50 FG970.50 FG970.50 FG970.50 FG970.03 FG970.47 FG970.50 FG970.50 FGS S S S S SSSSSSSSSSSSSSSSANI. FORCEMAIN5+00 6+00 7+00 8+009+0010+0011+0012+0013+0014+0015+0015+23.38SHEET 4.9SEWER ZONE 14SEWER ZONE 15SEWER ZONE 16AIR RELEASE VALVE96096597097598098599099510001005960965970975980985990995100010056+006+507+007+508+008+509+009+5010+0010+5011+0011+5012+0012+5013+0013+5014+0014+5015+0015+5016+0016+5017+0017+5018+0018+5019+0019+5020+00-1.59%6.33%1.44%STA: 15+23.38 ELEV: 986.750LOW POINT STA: 7+75.00, ELEV: 975.56'PVI STA: 7+00.00, ELEV: 976.75'K = 78.46, A.D. = 1.91%'V.C.= 150.00'PVC STA: 6+25.00ELEV: 979.38'PVT STA: 7+75.00ELEV: 975.56'LOW POINT STA: 10+35.15, ELEV: 971.90'PVI STA: 11+25.00, ELEV: 970.00'K = 37.87, A.D. = 7.92%'V.C.= 300.00'PVC STA: 9+75.00ELEV: 972.38' PVT STA: 12+75.00 ELEV: 979.50'HIGH POINT STA: 14+00.00, ELEV: 984.97'PVI STA: 13+50.00, ELEV: 984.25'K = 20.44, A.D. = -4.89%'V.C.= 100.00'PVC STA: 13+00.00 ELEV: 981.08' PVT STA: 14+00.00 ELEV: 984.97' 978.54978.1977.11976.4976.00975.9975.16975.1974.37974.5973.57972.9972.78971.9972.07971.6971.93970.8 972.46 970.5 973.65 971.2 975.49 975.3 978.00 981.2 981.08 984.4 983.64 986.1 984.97 985.7 985.69 984.8 986.41 985.4 PROPOSED CENTERLINEEXISTING SURFACEZONE 15: 342 LF OF 2"Ø SDR11 HDPEZONE 14: 277 LF OF 2"Ø SDR11 HDPEDESCRIPTIONDATENO. REV FILE NO.: DWG FILE: CHECKED BY: DRAWN BY: DESIGN BY: DATE: SHEET NO.LAND SURVEYING CIVIL ENGINEERING ENVIRONMENTAL SERVICES 13076 FIRST STREET, BECKER, MN 55308-9322 TEL: 763-262-8822 FAX: 763-262-8844 BOGART, PEDERSON & ASSOCIATES, INC. MEADOWSWEET BEND DEVELOPMENT City of Elk River, Sherburne County, MN 09/05/2024 24-0120.00 MJM, CJD MJM MJM 1 09/05/2024 REVISION PER CITY REVIEW 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. Signed: Date: Lic. No. Christopher J. Dahn 5862809/05/2024 NSCALE:0'50'100'1"=50'GRADING GABBRO AVE PLAN & PROFILEC4.92:52 PM N:\Projects Current\24-0120.00 TCLD Ranch Road\Civil\CAD Files\TCLD Grading Profiles.dwg9/5/2024 VVSVPROPOSED SANITARY SERVICEPROPOSED FLARED END SECITONPROPOSED SANITARY FORCEMAINPROPOSED STORM SEWERPROPOSED CONTOURLEGEND:PROPOSED FLEXAMAT CONCRETE MAT984START/END OF SEWER ZONECLEANOUT VALVEAIR RELEASE VALVESCALE:HORIZONTAL: 1"=50'VERTICAL: 1"=5'Page 52 of 84 945950955960965970975980985990945950955960965970975980985990-4+00-3+50-3+00-2+50-2+00-1+50-1+00-0+500+000+501+001+502+002+503+003+504+004+505+005+506+006+507+007+508+008+509+009+5010+00970.92970.6969.38968.4 967.84 967.0 966.31 965.0 965.12 961.0 964.65 959.5 964.90 960.9 965.49 961.9 966.09 961.0 966.69 959.9 1.20%-3.07%STA: 0+00.00ELEV: 970.915 STA: 4+75.89 ELEV: 967.000LOW POINT STA: 2+57.99, ELEV: 964.65'PVI STA: 2+25.00, ELEV: 964.00'K = 35.14, A.D. = 4.27%'V.C.= 150.00'PVC STA: 1+50.00 ELEV: 966.31' PVT STA: 3+00.00 ELEV: 964.90'INLET 2-5 FES, INV.=962.00, STA.=2+54.35OUTLET 2-6 FES, INV.= 961.00, STA.=2+54.3855 LF 15"Ø RCP + 2 RCP APRONS @ 1.82%PROPOSED CENTERLINEEXISTING SURFACEPROPOSED 3" SDR-26 SANITARY FORCE MAIN(MAINTAIN 8' MIN. COVER)ZONE 4: 47 LF OF 2"Ø SDR11 HDPEZONE 5: 320 LF OF 2"Ø SDR11 HDPEZONE 6: 109 LF OF 2"Ø SDR11 HDPESolanum Circle7 8 9 10 11 12 13910 VVVV1 . 9% 1.4%1.0%1.3 %1.9%970964964966968972974960956958 962VV954 954 956 956 958 EOF=955.50DW: 6%DW: 8% DW: 5%DW: 7%DW: 8%DW: 5% DW: 2% D W : 3 %DW: 2%DW: 7% DW: 3%DW: 6%SEWOG=979.0(LL=976.2)MIN=957.0 SEWOG=977.0(LL=974.2)MIN=950.3FBWOG=977.0(LL=969.0)MIN=963.5 FBWOG=969.0(LL=961.0)MIN=959.3FBWOG=968.0(LL=960.0)MIN=959.3FBG=975.0 (LL=968 .0 )MIN=950 .3FBG=978.0 (LL=970 .0 )MIN=950 .3FBWOG=967.5(LL=959.5)MIN=959.3SEWOG=971.5(LL=968.7)MIN=954 .9FBWOG=968.0(LL=960.0)MIN=954.9FBWOG=968.0(LL=960.0)MIN=954.9FBWOG=967.5(LL=959.5)MIN=959.3INFILTRATION BASIN E100-YEAR HWL: 960.46INFILTRATION BASIN D100-YEAR HWL: 956.2920' X 8' OF FLEXAMAT20' X 8' OF FLEXAMAT957.73 FG957.93 FG957.00 FG956.57 FG970972974976978 2-5 FES2-6 FES2-3 FESSSSSSSSSSS S S S S S S S S SSS96696 6 96 8 970964966968972965.94 TP966.10 TP966.53 TP966.10 TP965.94 TP960958962964 VV2-4 FES0+001+002+003+004+004+75.8912+00 13+00 14+0 0 1 5 +0 0 16+0017+00QUEEN ST NW & SOLANUM CIRCLESTA: 13+95.81STA: 0+00.00SEWER ZONE 3SEWER ZONE 4SEWER ZONE 5SEWER ZONE 6CO VALVECO VALVECO VALVE3" X 2" TEEGRADING SOLANUM CIRCLE PLAN & PROFILEC4.102:53 PM N:\Projects Current\24-0120.00 TCLD Ranch Road\Civil\CAD Files\TCLD Grading Profiles.dwg9/5/2024 VVSVPROPOSED SANITARY SERVICEPROPOSED FLARED END SECITONPROPOSED SANITARY FORCEMAINPROPOSED STORM SEWERPROPOSED CONTOURLEGEND:PROPOSED FLEXAMAT CONCRETE MAT984START/END OF SEWER ZONECLEANOUT VALVEAIR RELEASE VALVESCALE:HORIZONTAL: 1"=50'VERTICAL: 1"=5'NSCALE:0'50'100'1"=50'DESCRIPTIONDATENO. REV FILE NO.: DWG FILE: CHECKED BY: DRAWN BY: DESIGN BY: DATE: SHEET NO.LAND SURVEYING CIVIL ENGINEERING ENVIRONMENTAL SERVICES 13076 FIRST STREET, BECKER, MN 55308-9322 TEL: 763-262-8822 FAX: 763-262-8844 BOGART, PEDERSON & ASSOCIATES, INC. MEADOWSWEET BEND DEVELOPMENT City of Elk River, Sherburne County, MN 09/05/2024 24-0120.00 MJM, CJD MJM MJM 1 09/05/2024 REVISION PER CITY REVIEW 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. Signed: Date: Lic. No. Christopher J. Dahn 5862809/05/2024Page 53 of 84 J o p l i n S t N W21 20980 978 982 984 976VV 980972974976978982VVSVSSSSSSSS S S S979.25 FG60+006 1 + 0 0 62+00 63+0063+25.17 2.0% 2.0%SVVVV V V V 973.20 FG973.20 FGR1-1180.0' TURN LANE TAPER300.0' RIGHT TURN LANE STORAGEWHITE PAVEMENT MARKING ARROWS (TYP)(PREFORMED THERMO)4" DOUBLE YELLOW PAINTMAINTAIN/RESTRIPE EX. STRIPING300.0' TURN LANE STORAGE11.0'12.0' 12.0' 12.0'12.0'180.0'R3-8BR3-8B153.7'TIE INTO EXISTING STRIPINGTIE INTO EXISTING STRIPING4" SINGLE WHITE PAINT4" SINGLE WHITE PAINTFULL DEPTH SAW CUTREMOVE "RIGHT TURN ONLY"46.1'R=25'L=38.3'R=25'L=42.4'965.10 TP964.85 TP968.76 TP969.02 TP976.05 TP976.05 TP976.51 TP977.93 TP978.19 TP983.11 TP983.39 TP984.32 TP984.58 TP983.09 TP983.35 TP970.70 TP970.42 TP1954956VV 950 950 948 952 952952.50 FG952.50 FG952.50 FG952.50 FG960 95 6 958 S S S 0+00 1+00 2+00 0.5% 2.0% 2.0%R1-111.0'12.0'12.0'300.0' RIGHT TURN LANE STORAGE12.0' 12.0' 12.0'WHITE PAVEMENT MARKING ARROWS (TYP)(PREFORMED THERMO)4" DOUBLE YELLOW PAINTMAINTAIN/RESTRIPE EX. STRIPING300.0' RIGHT TURN LANE STORAGE180.0' TURN LANE TAPERFULL DEPTH SAW CUT12.0'R3-8BR3-8B180.0'180.0' TURN LANE TAPERREMOVE "RIGHT TURN ONLY"TIE INTO EXISTING STRIPING4" DOUBLE YELLOW PAINT4" SINGLE WHITE PAINTTIE INTO EXISTING STRIPING4" SINGLE WHITE PAINT32.1'R=25'L=40.0'R=25'L=38.6'949.64 TP950.84 TP950.58 TP952.22 TP952.27 TP952.30 TP952.20 TP952.01 TP952.52 TP952.49 TP952.69 TP953.02 TP953.16 TP953.24 TP953.99 TP952.28 TP952.10 TP952.39 TP 12.0' GRADING TURN LANE PLANC5.12:53 PM N:\Projects Current\24-0120.00 TCLD Ranch Road\Civil\CAD Files\TCLD Turn Lane.dwg9/5/2024 DESCRIPTIONDATENO. REV FILE NO.: DWG FILE: CHECKED BY: DRAWN BY: DESIGN BY: DATE: SHEET NO.LAND SURVEYING CIVIL ENGINEERING ENVIRONMENTAL SERVICES 13076 FIRST STREET, BECKER, MN 55308-9322 TEL: 763-262-8822 FAX: 763-262-8844 BOGART, PEDERSON & ASSOCIATES, INC. MEADOWSWEET BEND DEVELOPMENT City of Elk River, Sherburne County, MN 09/05/2024 24-0120.00 MJM, CJD MJM MJM 1 09/05/2024 REVISION PER CITY REVIEW 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. Signed: Date: Lic. No. Christopher J. Dahn 5862809/05/2024 NSCALE:0'50'100'1"=50'SAWCUT LOCATION (FULL DEPTH)LEGEND:TURN ARROW (TYPICAL)STRAIGHT ARROW (TYPICAL)PERMANENT SIGNAGETURN LANE NOTES:1.THE CONTRACTOR SHALL NOTE ANY DISCREPANCIES BETWEEN EXISTING CONDITIONS IN THE FIELD REPRESENTED WITHIN THE PLANS AS SHOWN AND ALERT THE ENGINEER BEFORE BIDDING THE PROJECT AND BEGINNING CONSTRUCTION.2.CONTRACTOR SHALL LOCATE AND VERIFY ALL UTILITIES WHICH MAY AFFECT THIS WORK AND NOTIFY THE OWNER OF ANY CHANGES. CONTACT LOCAL UTILITY COMPANIES FOR EXACT LOCATIONS PRIOR TO BIDDING THE PROJECT AND COMMENCING WORK.3.CONTRACTOR SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT SILT AND DEBRIS RUN-OFF DURING GRADING OPERATIONS (I.E. SILT FENCE, STRAW BALES, ETC.).4.CONTRACTOR SHALL VERIFY CRITICAL ELEVATIONS TO ENSURE CONFORMANCE WITH GRADING PLAN, PARTICULARLY WITH EXISTING STRUCTURES AND/OR PAVEMENTS TO REMAIN. MEET EXISTING GRADES ALONG STREETS, PROPERTY LINES, AND DRIVEWAYENTRANCES. RESTORE ALL PAVEMENTS THAT REMAIN TO THEIR ORIGINAL IF NOT BETTER CONDITION. NOTIFY OWNER OF ANY CONFLICTS PRIOR TO BIDDING THE PROJECT.5.LONGITUDINAL PAVEMENT MARKINGS SHALL BE LATEX PAINT. THE TURN ARROWS SHALL BE PREFORMED THERMO.6.EXISTING CONFLICTING PAVEMENT MARKINGS WILL NEED TO BE REMOVED BEFORE FINAL PERMANENT STRIPING IS PLACED.7.DURING CONSTRUCTION, CONFLICTING PAVEMENT MARKINGS WILL NEED TO BE COVERED WITH BLACK REMOVABLE LANE TAPE OR WATER BLASTED AND THEN HAVE PAVEMENT MARKINGS INSTALLED FOR TEMPORARY CENTERLINE DURING CONSTRUCTION.NEW TOP OF PAVEMENT ELEVATION980.50 TPPage 54 of 84 Queen St NWJoplin St NWSolanum Circle217th Ave NWRiebeck StG a b b r o A v eSHEET X.1SHEET X.2SHEET X.4SHEET X.3SHEET X.3 SHEET X.2 SHEET X.4 SHEET X.1 15124531871234678910111216Park520192221131514111213323591012471114151612435678910131417191518211918171615148765143211109121322252427262821201286910178611122341719182016Outlot1320Park96 7 971.5 969.0 967971969SSSS SSSSSSS S S SSSSSSSSSSSSSSS S S SSSSSSSS0+001+002+003+004+004+75.89 0+00 1+00 2+00 3+004+005+006+007+008+009+0010+0011+0012+0013+0014+0015+0016+00 17+00 18+00 19+00 20+00 21+0 0 2 2 + 0 0 2 3 + 0 024+0025+0026+0027+0028+0029+0030+0031+0032+0033+0034+0035+0036+0037+0038+0039+0040+0041+004 2 +0 043+0044+0045+0046+0047+0048+0 0 49+0050+0051+0052+0053+005 4 +0 0 55+0 0 56+00 5 7 + 0 058+0059+0060+0061+006 2 + 0 063 + 0 0 63 + 2 5 . 1 7 0+001+002+003+004+005+006+007+008+009+0010+0011+001 2 +0 0 13 +0 0 14 +0 0 1 5 +0 0 16+0016+94.600+ 0 0 1+ 0 0 2+ 0 0 3+ 0 0 4+ 0 0 5 + 0 0 6 +007+008+009+0010+0011+0012+0013+0014+0015+0015+23.38SS S SSSSSSSSV SFSFSF SFSFSFSF SFSFSFSFSF SFSF SFSFSFSFSFSFSFSFSFSFSFS F SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSF SF SF SFSFSFSFSFSFSFSFSF SF SFSFSFSFSFSFSFSFSFSFSFSFSFSF SFSF SFSFSFSFSFSFSF SFSF SF S F SFSFSF SF SFSFSFSFSFSF SFSFSFS F SF SF SFSFSFSFSFSF SF SF SFSFSFSF S FSFSFSFSF SFSFSFSFSFSFSFSFSF SF SFSF SFSFSFSFSFSFSFSFSFSFSF SFSFSFSFSFSFSFSF SFSFS F SF SITE BASE FULL EROSION CONTROL PLANC6.02:54 PM N:\Projects Current\24-0120.00 TCLD Ranch Road\Civil\CAD Files\TCLD Erosion Control.dwg9/5/2024 NSCALE:0'200'400'1"=200'DESCRIPTIONDATENO. REV FILE NO.: DWG FILE: CHECKED BY: DRAWN BY: DESIGN BY: DATE: SHEET NO.LAND SURVEYING CIVIL ENGINEERING ENVIRONMENTAL SERVICES 13076 FIRST STREET, BECKER, MN 55308-9322 TEL: 763-262-8822 FAX: 763-262-8844 BOGART, PEDERSON & ASSOCIATES, INC. MEADOWSWEET BEND DEVELOPMENT City of Elk River, Sherburne County, MN 09/05/2024 24-0120.00 MJM, CJD MJM MJM 1 09/05/2024 REVISION PER CITY REVIEW 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. Signed: Date: Lic. No. Christopher J. Dahn 5862809/05/2024 SFGRADING LIMITS AND PROPOSEDTEMPORARY SILT FENCETEMP. ROCK CONSTRUCTION ENTRANCEPROPOSED RIP RAP984PROPOSED CONTOUREROSION CONTROL BLANKET (CAT. 20)EMERGENCY OVERFLOWE.O.F.LEGEND:FIBER-LOG ROLLSEROSION CONTROL NOTES:1.CONTRACTOR SHALL CONFINE CONSTRUCTION OPERATIONSTO THE CONSTRUCTION/GRADING LIMITS SHOWN.2.ALL WORK SHALL CONFORM TO THE MINNESOTA POLLUTIONCONTROL AGENCY'S STORM WATER PERMIT REQUIREMENTS.CONTRACTOR SHALL OBTAIN ALL PERMITS AND COMPLY WITHALL PERMIT REQUIREMENTS.3.THE SITE SOIL EROSION AND SEDIMENT CONTROL FACILITIESSHALL BE INSTALLED PRIOR TO ANY DEMOLITION OR GRADINGOPERATIONS AND MAINTAINED TO CONFORM WITH THESTANDARDS SPECIFIED BY THE PERMIT.4.CONTRACTOR SHALL INSPECT TEMPORARY EROSIONCONTROL MEASURES ON THE ENTIRE SITE AT LEAST EVERY 7DAYS AND WITHIN 24 HOURS OF ANY MEASURABLERAINSTORM. DAMAGED SILT FENCE OR OTHER EROSIONCONTROL DEVICES OR PRACTICES SHALL BE REPAIREDIMMEDIATELY. INSPECTION AND MAINTENANCE OF DEVICESSHALL CONTINUE UNTIL THE SITE HAS UNDERGONE FINALSTABILIZATION AND A NOTICE OF TERMINATION IS SUBMITTEDTO THE MPCA.5.ALL GRADING OPERATIONS SHALL BE CONDUCTED IN AMANNER TO MINIMIZE THE POTENTIAL FOR SITE EROSION.6.THE SITE SOIL EROSION AND SEDIMENT CONTROL FACILITIESSHALL BE INSTALLED AND MAINTAINED TO CONFORM WITHTHE STANDARDS SPECIFIED BY THE CITY OF ELK RIVER ANDTHE MPCA.7.EROSION CONTROL MEASURES SHALL BE INSTALLED PRIORTO THE DISTURBANCE OF ANY AREAS AND MAINTAINED UNTILALL TRIBUTARY DISTURBED AREAS ARE RESTORED.8.THE CONTRACTOR SHALL BE RESPONSIBLE FOR THEREMOVAL OF ALL EROSION CONTROL MEASURES, INCLUDINGSILT FENCE AND BALES, UPON ESTABLISHMENT OFPERMANENT VEGETATION IN SAID AREAS.9.ALL SOILS TRACKED ONTO PAVEMENT OR ANY OTHEROFF-SITE AREA SHALL BE REMOVED DAILY.10.THE SITE SEDIMENT CONTROL FACILITIES FOR THE PROJECTMUST BE INSTALLED PRIOR TO ANY GRADING OPERATION.11.ALL AREAS DISTURBED DURING CONSTRUCTION SHALL BERESTORED AND VEGETATED AS SOON AS POSSIBLE. ANYFINISHED AREAS SHALL BE SEEDED AND MULCHED WITHIN 7DAYS AFTER FINISHED GRADING IS COMPLETED INACCORDANCE TO MN/DOT 2575.12.ALL DISTURBED AREAS SHALL BE REVEGETATED WITH MN/DOTSEED MIX, MULCHED, FERTILIZED & DISK ANCHORED, PER THEFOLLOWING SCHEDULE:STANDARD SEED MIX 25-131: 220 LB/AC.INFILTRATION BASIN SEED MIX 33-261:35 LB/AC.FERTILIZER 22-5-10:350 LB/AC.MULCH TYPE 3: 2 TONS/AC.13.CONTRACTOR SHALL INSTALL TEMPORARY SEDIMENT BMP'SSHOWN AND NOT SHOWN ON PLANS DURING PHASING ONPROJECT TO COMPLY WITH MPCA, CITY INSPECTOR ANDDEVELOPER REQUEST.EROSION CONTROL DEVICES·SILT FENCE:33,601 LF·BIOLOG:2,880 LF·ROCK CONSTRUCTION:2 EACH·EROSION CONTROL BLANKET (CAT. 20):23,262 S.Y.Page 55 of 84 Queen St NWSolanum Circle217th Ave NWRiebeck StSHEET X.1SHEET X.2SHEET X.4 SHEET X.1 112453712346789101112Park5131514111213910121119101786416139609 7 0 970 9709 7 0954956956956958962964964964966966966968 968 96897 2 9 7 2 972972 974 974974974976976 9809809769769789789789829829509529529 6 0 9 5 6 9 5 8 9 6 2 950950948952952 95495495695695897 2 97 2 97 4 97 4 97 6 9 7 0 970 9 7 2 972 972 97 1 . 5 969. 0 960 956956958 9509529549529549509529709729749769789809709689729749769789 8 0 9 7 6 9 7 8 9 8 2 9 8 4 SSSSSSSSSSSSSS SSSSSSSSSSSSSSS S S S S S S SSS96 6 966968970 964 966 968 972 95 6 956 9609 5 89629640+001+002+003+004+004+75.89 0+00 1+00 2+00 3+004+005+006+007+008+009+0010+0011+0012+0013+0014+0015+0016 + 0 0 1 7 + 0 0 1 8 + 0 0 1 9 + 0 0 2 0 + 0 0 2 1 + 0 0 2 2 + 0 0 2 3 + 0 0 24+0025+0026+000+001+002+003+004+005+006+007+008+009+00QUEEN ST NW & SOLANUM CIRCLESTA: 13+95.81STA: 0+00.00217TH AVE NW & RIEBECK STSTA: 23+22.02STA: 0+00.00974976SFSFSFSFS F S F S F S F SF S FSFSFSFSFSFSFSFSFSFSFSFSFS FSF SFS F SF SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSF SFSFSFSFSF SF SFSFSF SFSFSFSFSFSFSFSFSFSFSFSFSF SFSFS F S F SFSF SF SFSFSFSFSFSFSFS F SF SF SFSFSFSFSFSF SFSF SF SFSFSFSFSF SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSF SFSFSF SFSFSF SF SFSF SF SF S F SFINSTALL 501 SY OF EROSIONCONTROL BLANKETINSTALL 267 SY OF EROSIONCONTROL BLANKETINSTALL 432 SY OF EROSIONCONTROL BLANKETINSTALL 770 SY OF EROSIONCONTROL BLANKETINSTALL 379 SY OF EROSIONCONTROL BLANKETINSTALL 2,464 SY OF EROSIONCONTROL BLANKETINSTALL 718 SY OF EROSIONCONTROL BLANKETINSTALL 852 SY OF EROSIONCONTROL BLANKETINSTALL 810 SY OF EROSIONCONTROL BLANKETINSTALL 343 SY OF EROSIONCONTROL BLANKETINSTALL 457 SY OF EROSIONCONTROL BLANKETINSTALL 370 SY OF EROSIONCONTROL BLANKETINSTALL 413 SY OF EROSIONCONTROL BLANKETINSTALL 881 SY OF EROSIONCONTROL BLANKETINSTALL 570 SY OF EROSIONCONTROL BLANKETPLACE ±17.37 AC OF SEED (TYP)PLACE ±0.15 AC OF SEEDING (TYP)INSTALL 20 LF DITCH CHECKINSTALL 20 LF DITCH CHECKINSTALL 20 LF DITCH CHECKINSTALL 20 LF DITCH CHECKINSTALL 20 LF DITCH CHECKINSTALL 20 LF DITCH CHECKINSTALL 20 LF DITCH CHECKINSTALL 20 LF DITCH CHECKPLACE 3.15 AC OFSTORMWATERSEEDING FOR ALLINFILTRATION BASINSINSTALL ROCK CONSTRUCTION ENTRANCE/EXITINSTALL 420 LF OF TEMP. SILT FENCEINSTALL 538 LF OF TEMP. SILT FENCEINSTALL 362 LF OF TEMP. SILT FENCEINSTALL 322 LF OF TEMP. SILT FENCEINSTALL 332 LF OF TEMP. SILT FENCEINSTALL 9668 LF OF TEMP. SILT FENCEINSTALL 17068 LF OF TEMP. SILT FENCEINSTALL 9668 LF OF TEMP. SILT FENCEINSTALL 9668 LF OF TEMP. SILT FENCEINSTALL 17068 LF OF TEMP. SILT FENCEINSTALL 520 LF OF TEMP. SILT FENCEINSTALL 17068 LF OF TEMP. SILT FENCEINSTALL 436 LF OF TEMP. SILT FENCESITE BASE SW EROSION CONTROL PLANC6.12:54 PM N:\Projects Current\24-0120.00 TCLD Ranch Road\Civil\CAD Files\TCLD Erosion Control.dwg9/5/2024 NSCALE:0'100'200'1"=100'DESCRIPTIONDATENO. REV FILE NO.: DWG FILE: CHECKED BY: DRAWN BY: DESIGN BY: DATE: SHEET NO.LAND SURVEYING CIVIL ENGINEERING ENVIRONMENTAL SERVICES 13076 FIRST STREET, BECKER, MN 55308-9322 TEL: 763-262-8822 FAX: 763-262-8844 BOGART, PEDERSON & ASSOCIATES, INC. MEADOWSWEET BEND DEVELOPMENT City of Elk River, Sherburne County, MN 09/05/2024 24-0120.00 MJM, CJD MJM MJM 1 09/05/2024 REVISION PER CITY REVIEW 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. Signed: Date: Lic. No. Christopher J. Dahn 5862809/05/2024EROSION CONTROL DEVICES·SILT FENCE:33,601 LF·BIOLOG:2,880 LF·ROCK CONSTRUCTION:2 EACH·EROSION CONTROL BLANKET (CAT. 20):23,262 S.Y.SFGRADING LIMITS AND PROPOSEDTEMPORARY SILT FENCETEMP. ROCK CONSTRUCTION ENTRANCEPROPOSED RIP RAP984PROPOSED CONTOUREROSION CONTROL BLANKET (CAT. 20)EMERGENCY OVERFLOWE.O.F.LEGEND:FIBER-LOG ROLLSEROSION CONTROL NOTES:1.CONTRACTOR SHALL CONFINE CONSTRUCTION OPERATIONSTO THE CONSTRUCTION/GRADING LIMITS SHOWN.2.ALL WORK SHALL CONFORM TO THE MINNESOTA POLLUTIONCONTROL AGENCY'S STORM WATER PERMIT REQUIREMENTS.CONTRACTOR SHALL OBTAIN ALL PERMITS AND COMPLY WITHALL PERMIT REQUIREMENTS.3.THE SITE SOIL EROSION AND SEDIMENT CONTROL FACILITIESSHALL BE INSTALLED PRIOR TO ANY DEMOLITION OR GRADINGOPERATIONS AND MAINTAINED TO CONFORM WITH THESTANDARDS SPECIFIED BY THE PERMIT.4.CONTRACTOR SHALL INSPECT TEMPORARY EROSIONCONTROL MEASURES ON THE ENTIRE SITE AT LEAST EVERY 7DAYS AND WITHIN 24 HOURS OF ANY MEASURABLERAINSTORM. DAMAGED SILT FENCE OR OTHER EROSIONCONTROL DEVICES OR PRACTICES SHALL BE REPAIREDIMMEDIATELY. INSPECTION AND MAINTENANCE OF DEVICESSHALL CONTINUE UNTIL THE SITE HAS UNDERGONE FINALSTABILIZATION AND A NOTICE OF TERMINATION IS SUBMITTEDTO THE MPCA.5.ALL GRADING OPERATIONS SHALL BE CONDUCTED IN AMANNER TO MINIMIZE THE POTENTIAL FOR SITE EROSION.6.THE SITE SOIL EROSION AND SEDIMENT CONTROL FACILITIESSHALL BE INSTALLED AND MAINTAINED TO CONFORM WITHTHE STANDARDS SPECIFIED BY THE CITY OF ELK RIVER ANDTHE MPCA.7.EROSION CONTROL MEASURES SHALL BE INSTALLED PRIORTO THE DISTURBANCE OF ANY AREAS AND MAINTAINED UNTILALL TRIBUTARY DISTURBED AREAS ARE RESTORED.8.THE CONTRACTOR SHALL BE RESPONSIBLE FOR THEREMOVAL OF ALL EROSION CONTROL MEASURES, INCLUDINGSILT FENCE AND BALES, UPON ESTABLISHMENT OFPERMANENT VEGETATION IN SAID AREAS.9.ALL SOILS TRACKED ONTO PAVEMENT OR ANY OTHEROFF-SITE AREA SHALL BE REMOVED DAILY.10.THE SITE SEDIMENT CONTROL FACILITIES FOR THE PROJECTMUST BE INSTALLED PRIOR TO ANY GRADING OPERATION.11.ALL AREAS DISTURBED DURING CONSTRUCTION SHALL BERESTORED AND VEGETATED AS SOON AS POSSIBLE. ANYFINISHED AREAS SHALL BE SEEDED AND MULCHED WITHIN 7DAYS AFTER FINISHED GRADING IS COMPLETED INACCORDANCE TO MN/DOT 2575.12.ALL DISTURBED AREAS SHALL BE REVEGETATED WITH MN/DOTSEED MIX, MULCHED, FERTILIZED & DISK ANCHORED, PER THEFOLLOWING SCHEDULE:STANDARD SEED MIX 25-131: 220 LB/AC.INFILTRATION BASIN SEED MIX 33-261:35 LB/AC.FERTILIZER 22-5-10:350 LB/AC.MULCH TYPE 3: 2 TONS/AC.13.CONTRACTOR SHALL INSTALL TEMPORARY SEDIMENT BMP'SSHOWN AND NOT SHOWN ON PLANS DURING PHASING ONPROJECT TO COMPLY WITH MPCA, CITY INSPECTOR ANDDEVELOPER REQUEST.Page 56 of 84 Queen St NW217th Ave NWRiebeck StSHEET X.3 SHEET X.2124531871Park 201922211315141112359101247111412312869101786216Outlot13960970 9709 7 0956958962964964964 96 4 9 6 69669669669 6 8 968 96897 2972972974974974974976976 980980980980 976976978978978982982982982 9 6 0 9 5 6 9 5 8 9 6 2 97 2 97 2 974 97 4 976 9 7 0 970 9 7 2 972 972 95095295495695896095495495695695895896296496095695897 1 . 5 969. 0952954950952970972974976978 9809749749769769789709689729749769789 8 0 9 7 6 9 7 8 9 8 2 9 8 4 SSSSSSSSSSSSSSSSSSSSSSSSSSS S S S S S S SSSSSS956 9609 5 89629644+005+006+007+008+009+0010+0011+0012+0013+0015+0016 + 0 0 1 7 + 0 0 1 8 + 0 0 1 9 + 0 0 2 0 + 0 0 2 1 + 0 0 2 2 + 0 0 2 3 + 0 0 24+0025+0026+0027+0028+0029+000+001+002+003+004+005+006+007+008+009+0010+0011+001 2 +0 0 13 +0 0 14 +0 0 1 5 +0 0 16+0016+94.60217TH AVE NW & RIEBECK STSTA: 23+22.02STA: 0+00.00974976SFSFSFSFSFSFSFS F S F S F S F SF S FSFSF SFSFSFSFSFSFSFSF SFSFSFSFSFSFSFSFSFSFSFSFSF SFSFS F S F SFSF SFSFSFSFSFSFSFSFS F SF SF SFSFSFSFSFSF SFSF SF SFSFSFSFSFSFSFSFSF SFSFSF SFSFSFSFSFSFSFSF SFSFSFSF SFSFSFSFSFSFSFSFSFSFSFSFS F SFSFSFSFSFSFSFSF SF SFSF SF SF S FSF SFSFSFSFSFSFSFSFSFINSTALL 379 SY OF EROSIONCONTROL BLANKETINSTALL 852 SY OF EROSIONCONTROL BLANKETINSTALL 810 SY OF EROSIONCONTROL BLANKETINSTALL 343 SY OF EROSIONCONTROL BLANKETINSTALL 457 SY OF EROSIONCONTROL BLANKETINSTALL 370 SY OF EROSIONCONTROL BLANKETINSTALL 413 SY OF EROSIONCONTROL BLANKETINSTALL 881 SY OF EROSIONCONTROL BLANKETINSTALL 629 SY OF EROSIONCONTROL BLANKETINSTALL 570 SY OF EROSIONCONTROL BLANKETINSTALL 862 SY OF EROSIONCONTROL BLANKETPLACE ±17.37 AC OF SEED (TYP)INSTALL 20 LF DITCH CHECKINSTALL 20 LF DITCH CHECKINSTALL 20 LF DITCH CHECKINSTALL 20 LF DITCH CHECKINSTALL 20 LF DITCH CHECKINSTALL 20 LF DITCH CHECKINSTALL 20 LF DITCH CHECKINSTALL 20 LF DITCH CHECKINSTALL 420 LF OF TEMP. SILT FENCEINSTALL 362 LF OF TEMP. SILT FENCEINSTALL 322 LF OF TEMP. SILT FENCEINSTALL 17068 LF OF TEMP. SILT FENCEINSTALL 9668 LF OF TEMP. SILT FENCEINSTALL 17068 LF OF TEMP. SILT FENCEINSTALL 520 LF OF TEMP. SILT FENCEINSTALL 280 LF OF TEMP. SILT FENCEINSTALL 388 LF OF TEMP. SILT FENCEINSTALL 17068 LF OF TEMP. SILT FENCEINSTALL 230 LF OF TEMP. SILT FENCEINSTALL 436 LF OF TEMP. SILT FENCEINSTALL 17068 LF OF TEMP. SILT FENCEINSTALL 17068 LF OF TEMP. SILT FENCESITE BASE NW EROSION CONTROL PLANC6.22:54 PM N:\Projects Current\24-0120.00 TCLD Ranch Road\Civil\CAD Files\TCLD Erosion Control.dwg9/5/2024 DESCRIPTIONDATENO. REV FILE NO.: DWG FILE: CHECKED BY: DRAWN BY: DESIGN BY: DATE: SHEET NO.LAND SURVEYING CIVIL ENGINEERING ENVIRONMENTAL SERVICES 13076 FIRST STREET, BECKER, MN 55308-9322 TEL: 763-262-8822 FAX: 763-262-8844 BOGART, PEDERSON & ASSOCIATES, INC. MEADOWSWEET BEND DEVELOPMENT City of Elk River, Sherburne County, MN 09/05/2024 24-0120.00 MJM, CJD MJM MJM 1 09/05/2024 REVISION PER CITY REVIEW 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. Signed: Date: Lic. No. Christopher J. Dahn 5862809/05/2024 NSCALE:0'100'200'1"=100'SFGRADING LIMITS AND PROPOSEDTEMPORARY SILT FENCETEMP. ROCK CONSTRUCTION ENTRANCEPROPOSED RIP RAP984PROPOSED CONTOUREROSION CONTROL BLANKET (CAT. 20)EMERGENCY OVERFLOWE.O.F.LEGEND:FIBER-LOG ROLLSEROSION CONTROL NOTES:1.CONTRACTOR SHALL CONFINE CONSTRUCTION OPERATIONSTO THE CONSTRUCTION/GRADING LIMITS SHOWN.2.ALL WORK SHALL CONFORM TO THE MINNESOTA POLLUTIONCONTROL AGENCY'S STORM WATER PERMIT REQUIREMENTS.CONTRACTOR SHALL OBTAIN ALL PERMITS AND COMPLY WITHALL PERMIT REQUIREMENTS.3.THE SITE SOIL EROSION AND SEDIMENT CONTROL FACILITIESSHALL BE INSTALLED PRIOR TO ANY DEMOLITION OR GRADINGOPERATIONS AND MAINTAINED TO CONFORM WITH THESTANDARDS SPECIFIED BY THE PERMIT.4.CONTRACTOR SHALL INSPECT TEMPORARY EROSIONCONTROL MEASURES ON THE ENTIRE SITE AT LEAST EVERY 7DAYS AND WITHIN 24 HOURS OF ANY MEASURABLERAINSTORM. DAMAGED SILT FENCE OR OTHER EROSIONCONTROL DEVICES OR PRACTICES SHALL BE REPAIREDIMMEDIATELY. INSPECTION AND MAINTENANCE OF DEVICESSHALL CONTINUE UNTIL THE SITE HAS UNDERGONE FINALSTABILIZATION AND A NOTICE OF TERMINATION IS SUBMITTEDTO THE MPCA.5.ALL GRADING OPERATIONS SHALL BE CONDUCTED IN AMANNER TO MINIMIZE THE POTENTIAL FOR SITE EROSION.6.THE SITE SOIL EROSION AND SEDIMENT CONTROL FACILITIESSHALL BE INSTALLED AND MAINTAINED TO CONFORM WITHTHE STANDARDS SPECIFIED BY THE CITY OF ELK RIVER ANDTHE MPCA.7.EROSION CONTROL MEASURES SHALL BE INSTALLED PRIORTO THE DISTURBANCE OF ANY AREAS AND MAINTAINED UNTILALL TRIBUTARY DISTURBED AREAS ARE RESTORED.8.THE CONTRACTOR SHALL BE RESPONSIBLE FOR THEREMOVAL OF ALL EROSION CONTROL MEASURES, INCLUDINGSILT FENCE AND BALES, UPON ESTABLISHMENT OFPERMANENT VEGETATION IN SAID AREAS.9.ALL SOILS TRACKED ONTO PAVEMENT OR ANY OTHEROFF-SITE AREA SHALL BE REMOVED DAILY.10.THE SITE SEDIMENT CONTROL FACILITIES FOR THE PROJECTMUST BE INSTALLED PRIOR TO ANY GRADING OPERATION.11.ALL AREAS DISTURBED DURING CONSTRUCTION SHALL BERESTORED AND VEGETATED AS SOON AS POSSIBLE. ANYFINISHED AREAS SHALL BE SEEDED AND MULCHED WITHIN 7DAYS AFTER FINISHED GRADING IS COMPLETED INACCORDANCE TO MN/DOT 2575.12.ALL DISTURBED AREAS SHALL BE REVEGETATED WITH MN/DOTSEED MIX, MULCHED, FERTILIZED & DISK ANCHORED, PER THEFOLLOWING SCHEDULE:STANDARD SEED MIX 25-131: 220 LB/AC.INFILTRATION BASIN SEED MIX 33-261:35 LB/AC.FERTILIZER 22-5-10:350 LB/AC.MULCH TYPE 3: 2 TONS/AC.13.CONTRACTOR SHALL INSTALL TEMPORARY SEDIMENT BMP'SSHOWN AND NOT SHOWN ON PLANS DURING PHASING ONPROJECT TO COMPLY WITH MPCA, CITY INSPECTOR ANDDEVELOPER REQUEST.EROSION CONTROL DEVICES·SILT FENCE:33,601 LF·BIOLOG:2,880 LF·ROCK CONSTRUCTION:2 EACH·EROSION CONTROL BLANKET (CAT. 20):23,262 S.Y.Page 57 of 84 217th Ave NWG a b b r o A v e SHEET X.4SHEET X.3SHEET X.3SHEET X.25 23141516243567891087651432111091222252427262821112317191820Outlot13970970 980980 964964964964966966968968972974 976 978 978982 982984 984980 980 972972974 9 74 976 97 6 978 978 982982 982984 984 984986986988988950952954956958960954954956956958958962964970 97 2 974 9 7 6 978 970966968960956958960956958962964966 96 7 97 0 96 8 97 2 97 0 96 8 967970968972974960956958960980 990 982 984 986 988 970968 972 974 976 970 972 974 S S S S S SSSSSSSSSSSSSSSSSSSSS26+0027+0028+0029+0030+0031+0032+0033+0034+0035+0036+0037+0038+0039+0040+0041+004 2 +0 0 43+00 0+ 0 0 1+ 0 0 2+ 0 0 3+ 0 0 4+ 0 0 5 + 0 0 6 +007+008+009+0010+0011+0012+0013+0014+0015+0015+23.38217TH AVE NW & GABBRO AVESTA: 37+54.21STA: 0+00.00SSSSSSSF SFSFSFSFSFSFSFSFSF SFSFSF SFSFSFSFSFSFSFSF SFSFSF SFSFSFSFSFSFSFSFSFSF SFSFS F SFSF S F S F SFSFSFSFSFSF SFSFSF SFSFSFSFSFSFSFSFSFSF SFSF SFSF SFSFSFSFS F S F SF SF SF SFSFSFSFSFSFSFSFSF SFSFSFSFSFSFSFSFSFSF SFSFSFSF SF S F SF SF SFSF SFSFSF INSTALL 862 SY OF EROSIONCONTROL BLANKETINSTALL 285 SY OF EROSIONCONTROL BLANKETINSTALL 299 SY OF EROSIONCONTROL BLANKETINSTALL 1,158 SY OF EROSIONCONTROL BLANKETINSTALL 476 SY OF EROSIONCONTROL BLANKETINSTALL 921 SY OF EROSIONCONTROL BLANKETINSTALL 125 SY OF EROSIONCONTROL BLANKETINSTALL 975 SY OF EROSIONCONTROL BLANKETINSTALL 549 SY OF EROSIONCONTROL BLANKETINSTALL 630 SY OF EROSIONCONTROL BLANKETINSTALL 333 SY OF EROSIONCONTROL BLANKETPLACE ±17.37 AC OF SEED (TYP)INSTALL 20 LF DITCH CHECKINSTALL 20 LF DITCH CHECKINSTALL 20 LF DITCH CHECKINSTALL 20 LF DITCH CHECKINSTALL 20 LF DITCH CHECKINSTALL 17068 LF OF TEMP. SILT FENCEINSTALL 230 LF OF TEMP. SILT FENCEINSTALL 436 LF OF TEMP. SILT FENCEINSTALL 487 LF OF TEMP. SILT FENCEINSTALL 9668 LF OF TEMP. SILT FENCEINSTALL 17068 LF OF TEMP. SILT FENCEINSTALL 17068 LF OF TEMP. SILT FENCEINSTALL 349 LF OF TEMP. SILT FENCEINSTALL 572 LF OF TEMP. SILT FENCEINSTALL 449 LF OF TEMP. SILT FENCESITE BASE NE EROSION CONTROL PLANC6.32:54 PM N:\Projects Current\24-0120.00 TCLD Ranch Road\Civil\CAD Files\TCLD Erosion Control.dwg9/5/2024 DESCRIPTIONDATENO. REV FILE NO.: DWG FILE: CHECKED BY: DRAWN BY: DESIGN BY: DATE: SHEET NO.LAND SURVEYING CIVIL ENGINEERING ENVIRONMENTAL SERVICES 13076 FIRST STREET, BECKER, MN 55308-9322 TEL: 763-262-8822 FAX: 763-262-8844 BOGART, PEDERSON & ASSOCIATES, INC. MEADOWSWEET BEND DEVELOPMENT City of Elk River, Sherburne County, MN 09/05/2024 24-0120.00 MJM, CJD MJM MJM 1 09/05/2024 REVISION PER CITY REVIEW 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. Signed: Date: Lic. No. Christopher J. Dahn 5862809/05/2024 NSCALE:0'100'200'1"=100'SFGRADING LIMITS AND PROPOSEDTEMPORARY SILT FENCETEMP. ROCK CONSTRUCTION ENTRANCEPROPOSED RIP RAP984PROPOSED CONTOUREROSION CONTROL BLANKET (CAT. 20)EMERGENCY OVERFLOWE.O.F.LEGEND:FIBER-LOG ROLLSEROSION CONTROL NOTES:1.CONTRACTOR SHALL CONFINE CONSTRUCTION OPERATIONSTO THE CONSTRUCTION/GRADING LIMITS SHOWN.2.ALL WORK SHALL CONFORM TO THE MINNESOTA POLLUTIONCONTROL AGENCY'S STORM WATER PERMIT REQUIREMENTS.CONTRACTOR SHALL OBTAIN ALL PERMITS AND COMPLY WITHALL PERMIT REQUIREMENTS.3.THE SITE SOIL EROSION AND SEDIMENT CONTROL FACILITIESSHALL BE INSTALLED PRIOR TO ANY DEMOLITION OR GRADINGOPERATIONS AND MAINTAINED TO CONFORM WITH THESTANDARDS SPECIFIED BY THE PERMIT.4.CONTRACTOR SHALL INSPECT TEMPORARY EROSIONCONTROL MEASURES ON THE ENTIRE SITE AT LEAST EVERY 7DAYS AND WITHIN 24 HOURS OF ANY MEASURABLERAINSTORM. DAMAGED SILT FENCE OR OTHER EROSIONCONTROL DEVICES OR PRACTICES SHALL BE REPAIREDIMMEDIATELY. INSPECTION AND MAINTENANCE OF DEVICESSHALL CONTINUE UNTIL THE SITE HAS UNDERGONE FINALSTABILIZATION AND A NOTICE OF TERMINATION IS SUBMITTEDTO THE MPCA.5.ALL GRADING OPERATIONS SHALL BE CONDUCTED IN AMANNER TO MINIMIZE THE POTENTIAL FOR SITE EROSION.6.THE SITE SOIL EROSION AND SEDIMENT CONTROL FACILITIESSHALL BE INSTALLED AND MAINTAINED TO CONFORM WITHTHE STANDARDS SPECIFIED BY THE CITY OF ELK RIVER ANDTHE MPCA.7.EROSION CONTROL MEASURES SHALL BE INSTALLED PRIORTO THE DISTURBANCE OF ANY AREAS AND MAINTAINED UNTILALL TRIBUTARY DISTURBED AREAS ARE RESTORED.8.THE CONTRACTOR SHALL BE RESPONSIBLE FOR THEREMOVAL OF ALL EROSION CONTROL MEASURES, INCLUDINGSILT FENCE AND BALES, UPON ESTABLISHMENT OFPERMANENT VEGETATION IN SAID AREAS.9.ALL SOILS TRACKED ONTO PAVEMENT OR ANY OTHEROFF-SITE AREA SHALL BE REMOVED DAILY.10.THE SITE SEDIMENT CONTROL FACILITIES FOR THE PROJECTMUST BE INSTALLED PRIOR TO ANY GRADING OPERATION.11.ALL AREAS DISTURBED DURING CONSTRUCTION SHALL BERESTORED AND VEGETATED AS SOON AS POSSIBLE. ANYFINISHED AREAS SHALL BE SEEDED AND MULCHED WITHIN 7DAYS AFTER FINISHED GRADING IS COMPLETED INACCORDANCE TO MN/DOT 2575.12.ALL DISTURBED AREAS SHALL BE REVEGETATED WITH MN/DOTSEED MIX, MULCHED, FERTILIZED & DISK ANCHORED, PER THEFOLLOWING SCHEDULE:STANDARD SEED MIX 25-131: 220 LB/AC.INFILTRATION BASIN SEED MIX 33-261:35 LB/AC.FERTILIZER 22-5-10:350 LB/AC.MULCH TYPE 3: 2 TONS/AC.13.CONTRACTOR SHALL INSTALL TEMPORARY SEDIMENT BMP'SSHOWN AND NOT SHOWN ON PLANS DURING PHASING ONPROJECT TO COMPLY WITH MPCA, CITY INSPECTOR ANDDEVELOPER REQUEST.EROSION CONTROL DEVICES·SILT FENCE:33,601 LF·BIOLOG:2,880 LF·ROCK CONSTRUCTION:2 EACH·EROSION CONTROL BLANKET (CAT. 20):23,262 S.Y.Page 58 of 84 Joplin St NWSHEET X.4SHEET X.3SHEET X.4SHEET X.1 51610131417191518211918171615141213201112320Park9 7 0 970980980 980 990 990 9 7 2 9729749 7 4 97 6 976978 978 97898 2 982 98298 4 984 986 986 988 988 992 992 970 97 2 974 9 7 6 978 9709669689 7 6 960970980962964966968972974976978964 964966 966 968 960 962 964 980972974976978982971969 SSSSS S9904 2 +0 0 43+0044+0045+0046+0047+0048+0 0 49+0050+0051+0052+0053+005 4 +0 0 55 +0 0 56+00 5 7 + 0 058+0059+0060+0061+006 2 + 0 0 63 + 0 0 63 + 2 5 . 1 7 SSSS S SSSSSSSSSSSSSSVV VSFSFSFSFSF SF SFS F SFSFSFS F SF SF SFSFSFSFSFSFSFSF SF SFSFSFSF SFSFSFSFSF SFSFSFSFSFSF SFSF SFSFSFSFSFSFSFSF S F SFSFSFSFSFSFSFSFSFSF SFSFSFSFSFSFSF SF SF SFSFSFSFSFS F SF INSTALL 630 SY OF EROSIONCONTROL BLANKETINSTALL 276 SY OF EROSIONCONTROL BLANKETINSTALL 333 SY OF EROSIONCONTROL BLANKETINSTALL 698 SY OF EROSIONCONTROL BLANKETINSTALL 1,870 SY OF EROSIONCONTROL BLANKETINSTALL 617 SY OF EROSIONCONTROL BLANKETINSTALL 868 SY OF EROSIONCONTROL BLANKETINSTALL 535 SY OF EROSIONCONTROL BLANKETINSTALL 240 SY OF EROSIONCONTROL BLANKETINSTALL ROCK CONSTRUCTION ENTRANCE/EXITINSTALL 20 LF DITCH CHECKINSTALL 20 LF DITCH CHECKINSTALL 20 LF DITCH CHECKINSTALL 449 LF OF TEMP. SILT FENCEINSTALL 9668 LF OF TEMP. SILT FENCEINSTALL 493 LF OF TEMP. SILT FENCEINSTALL 17068 LF OF TEMP. SILT FENCEINSTALL 219 LF OF TEMP. SILT FENCEINSTALL 411 LF OF TEMP. SILT FENCEINSTALL 9668 LF OF TEMP. SILT FENCEINSTALL 17068 LF OF TEMP. SILT FENCESITE BASE SE EROSION CONTROL PLANC6.42:55 PM N:\Projects Current\24-0120.00 TCLD Ranch Road\Civil\CAD Files\TCLD Erosion Control.dwg9/5/2024 DESCRIPTIONDATENO. REV FILE NO.: DWG FILE: CHECKED BY: DRAWN BY: DESIGN BY: DATE: SHEET NO.LAND SURVEYING CIVIL ENGINEERING ENVIRONMENTAL SERVICES 13076 FIRST STREET, BECKER, MN 55308-9322 TEL: 763-262-8822 FAX: 763-262-8844 BOGART, PEDERSON & ASSOCIATES, INC. MEADOWSWEET BEND DEVELOPMENT City of Elk River, Sherburne County, MN 09/05/2024 24-0120.00 MJM, CJD MJM MJM 1 09/05/2024 REVISION PER CITY REVIEW 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. Signed: Date: Lic. No. Christopher J. Dahn 5862809/05/2024 NSCALE:0'100'200'1"=100'SFGRADING LIMITS AND PROPOSEDTEMPORARY SILT FENCETEMP. ROCK CONSTRUCTION ENTRANCEPROPOSED RIP RAP984PROPOSED CONTOUREROSION CONTROL BLANKET (CAT. 20)EMERGENCY OVERFLOWE.O.F.LEGEND:FIBER-LOG ROLLSEROSION CONTROL NOTES:1.CONTRACTOR SHALL CONFINE CONSTRUCTION OPERATIONSTO THE CONSTRUCTION/GRADING LIMITS SHOWN.2.ALL WORK SHALL CONFORM TO THE MINNESOTA POLLUTIONCONTROL AGENCY'S STORM WATER PERMIT REQUIREMENTS.CONTRACTOR SHALL OBTAIN ALL PERMITS AND COMPLY WITHALL PERMIT REQUIREMENTS.3.THE SITE SOIL EROSION AND SEDIMENT CONTROL FACILITIESSHALL BE INSTALLED PRIOR TO ANY DEMOLITION OR GRADINGOPERATIONS AND MAINTAINED TO CONFORM WITH THESTANDARDS SPECIFIED BY THE PERMIT.4.CONTRACTOR SHALL INSPECT TEMPORARY EROSIONCONTROL MEASURES ON THE ENTIRE SITE AT LEAST EVERY 7DAYS AND WITHIN 24 HOURS OF ANY MEASURABLERAINSTORM. DAMAGED SILT FENCE OR OTHER EROSIONCONTROL DEVICES OR PRACTICES SHALL BE REPAIREDIMMEDIATELY. INSPECTION AND MAINTENANCE OF DEVICESSHALL CONTINUE UNTIL THE SITE HAS UNDERGONE FINALSTABILIZATION AND A NOTICE OF TERMINATION IS SUBMITTEDTO THE MPCA.5.ALL GRADING OPERATIONS SHALL BE CONDUCTED IN AMANNER TO MINIMIZE THE POTENTIAL FOR SITE EROSION.6.THE SITE SOIL EROSION AND SEDIMENT CONTROL FACILITIESSHALL BE INSTALLED AND MAINTAINED TO CONFORM WITHTHE STANDARDS SPECIFIED BY THE CITY OF ELK RIVER ANDTHE MPCA.7.EROSION CONTROL MEASURES SHALL BE INSTALLED PRIORTO THE DISTURBANCE OF ANY AREAS AND MAINTAINED UNTILALL TRIBUTARY DISTURBED AREAS ARE RESTORED.8.THE CONTRACTOR SHALL BE RESPONSIBLE FOR THEREMOVAL OF ALL EROSION CONTROL MEASURES, INCLUDINGSILT FENCE AND BALES, UPON ESTABLISHMENT OFPERMANENT VEGETATION IN SAID AREAS.9.ALL SOILS TRACKED ONTO PAVEMENT OR ANY OTHEROFF-SITE AREA SHALL BE REMOVED DAILY.10.THE SITE SEDIMENT CONTROL FACILITIES FOR THE PROJECTMUST BE INSTALLED PRIOR TO ANY GRADING OPERATION.11.ALL AREAS DISTURBED DURING CONSTRUCTION SHALL BERESTORED AND VEGETATED AS SOON AS POSSIBLE. ANYFINISHED AREAS SHALL BE SEEDED AND MULCHED WITHIN 7DAYS AFTER FINISHED GRADING IS COMPLETED INACCORDANCE TO MN/DOT 2575.12.ALL DISTURBED AREAS SHALL BE REVEGETATED WITH MN/DOTSEED MIX, MULCHED, FERTILIZED & DISK ANCHORED, PER THEFOLLOWING SCHEDULE:STANDARD SEED MIX 25-131: 220 LB/AC.INFILTRATION BASIN SEED MIX 33-261:35 LB/AC.FERTILIZER 22-5-10:350 LB/AC.MULCH TYPE 3: 2 TONS/AC.13.CONTRACTOR SHALL INSTALL TEMPORARY SEDIMENT BMP'SSHOWN AND NOT SHOWN ON PLANS DURING PHASING ONPROJECT TO COMPLY WITH MPCA, CITY INSPECTOR ANDDEVELOPER REQUEST.EROSION CONTROL DEVICES·SILT FENCE:33,601 LF·BIOLOG:2,880 LF·ROCK CONSTRUCTION:2 EACH·EROSION CONTROL BLANKET (CAT. 20):23,262 S.Y.Page 59 of 84 SWPPP TEMPORARY EROSION AND SEDIMENT CONTROL SPECIFICATIONSPART 1 GENERAL1.01 SECTION INCLUDESA.PREVENTION OF SEDIMENTATION OF WATERWAYS, OPEN DRAINAGE WAYS, AND STORM AND SANITARYSEWERS DUE TO CONSTRUCTION ACTIVITIES.1.02 REFERENCE STANDARDSA.GENERAL PERMIT AUTHORIZATION TO DISCHARGE STORM WATER ASSOCIATED WITH CONSTRUCTIONACTIVITY UNDER THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM. MINNESOTA PERMIT NO: MNR100001.1.03 PERFORMANCE REQUIREMENTSA.COMPLY WITH ALL REQUIREMENTS OF THE MINNESOTA POLLUTION CONTROL AGENCY FOR EROSION ANDSEDIMENT CONTROL.B.DO NOT BEGIN CLEARING, GRADING, OR OTHER WORK INVOLVING DISTURBANCE OF GROUND SURFACECOVER UNTIL APPLICABLE PERMITS HAVE BEEN OBTAINED; FURNISH ALL DOCUMENTATION REQUIRED TOOBTAIN APPLICABLE PERMITS.1.OBTAIN AND PAY FOR PERMITS REQUIRED BY AUTHORITY HAVING JURISDICTION.C.TIMING: PUT PREVENTIVE MEASURES IN PLACE PRIOR TO DISTURBANCE OF SURFACE COVER AND BEFOREPRECIPITATION OCCURS.D.EROSION OFF SITE: PREVENT EROSION OF SOIL AND DEPOSITION OF SEDIMENT ON OTHER PROPERTIESCAUSED BY WATER LEAVING THE PROJECT SITE DUE TO CONSTRUCTION ACTIVITIES FOR THIS PROJECT.1.PREVENT TRACKING OF MUD ONTO PUBLIC ROADS OUTSIDE SITE.2.PREVENT MUD AND SEDIMENT FROM FLOWING ONTO PAVEMENTS.E.SEDIMENTATION OF WATERWAYS OFF SITE: PREVENT SEDIMENTATION OF WATERWAYS OFF THE PROJECTSITE, INCLUDING RIVERS, STREAMS, LAKES, PONDS, OPEN DRAINAGE WAYS, STORM SEWERS, AND SANITARYSEWERS.1.IF SEDIMENTATION OCCURS, INSTALL OR CORRECT PREVENTIVE MEASURES IMMEDIATELY AT NO COST TOOWNER; REMOVE DEPOSITED SEDIMENTS; COMPLY WITH REQUIREMENTS OF AUTHORITIES HAVINGJURISDICTION.F.MAINTENANCE: MAINTAIN TEMPORARY PREVENTIVE MEASURES UNTIL PERMANENT MEASURES HAVE BEENESTABLISHED.PART 2 PRODUCTS2.01 MATERIALSA.TEMPORARY SILT FENCE: WOVEN POLYPROPYLENE GEOTEXTILE RESISTANT TO COMMON SOIL CHEMICALS,MILDEW, AND INSECTS; NON-BIODEGRADABLE; IN LONGEST LENGTHS POSSIBLE; FABRIC INCLUDING SEAMSWITH THE FOLLOWING MINIMUM AVERAGE ROLL LENGTHS:1.AVERAGE OPENING SIZE: 20 U.S. STD. SIEVE, MAXIMUM, WHEN TESTED IN ACCORDANCE WITH ASTM D4751.2.PERMITTIVITY: 0.05 SEC^-1, MINIMUM, WHEN TESTED IN ACCORDANCE WITH ASTM D4491.3.ULTRAVIOLET RESISTANCE: RETAINING AT LEAST 70 PERCENT OF TENSILE STRENGTH, WHEN TESTED INACCORDANCE WITH ASTM D4355/D4355M AFTER 500 HOURS EXPOSURE.4.TENSILE STRENGTH: 100 LB-F, MINIMUM, IN CROSS-MACHINE DIRECTION; 124 LB-F, MINIMUM, IN MACHINEDIRECTION; WHEN TESTED IN ACCORDANCE WITH ASTM D4632.5.ELONGATION: 15 TO 30 PERCENT, WHEN TESTED IN ACCORDANCE WITH ASTM D4632.6.TEAR STRENGTH: 55 LB-F, MINIMUM, WHEN TESTED IN ACCORDANCE WITH ASTM D4533.7.COLOR: MANUFACTURER'S STANDARD, WITH EMBEDMENT AND FASTENER LINES PREPRINTED.8.SILT FENCE POSTS: ONE OF THE FOLLOWING, MINIMUM 5 FEET LONG:a.STEEL U- OR T-SECTION, WITH MINIMUM MASS OF 1.33 LB PER LINEAR FOOT.b.SOFTWOOD, 4 BY 4 INCHES IN CROSS SECTION.c.HARDWOOD, 2 BY 2 INCHES IN CROSS SECTION.B.TEMPORARY SEDIMENT LOGS: FILTER LOGS SHALL CONSIST OF TYPE WOOD FIBER BIOROLLS AND THEREQUIREMENTS OF MNDOT SPEC. 3897.1.SHALL BE ONE OF THE FOLLOWING.a.SHALL BE SILTSOXX PERIMETER CONTROL BY FILTREXX, INC., OR EQUAL.C.TEMPORARY SEDIMENT FILTER.1.SHALL BE ONE OF THE FOLLOWING.a.DROP-IN SEDIMENT FILTER UNIT THAT INSERTS INTO THE INLET.1)SHALL BE FLEXSTORM PURE: PERMANENT INLET FILTER BY ADS, INC., OR EQUAL.(a)PROVIDE CURB OPENING PROTECTION FOR EXISTING INLETS WITH CURB OPENINGS.D.TEMPORARY ROCK CONSTRUCTION ENTRANCE.1.ROCK SHALL BE CLEAN 1 TO 2 INCH WASHED ROCK.E.TEMPORARY SLOPE EROSION PROTECTION.1.SHALL BE ONE OF THE FOLLOWING.a.EROSION CONTROL BLANKET.1)SHALL CONSIST OF A UNIFORM WEB OF INTERLOCKING STRAW OR WOOD FIBERS SANDWICHEDBETWEEN AN ATTACHED TOP AND BOTTOM LAYER OF NET BACKING.2)THE NETTING SHALL BE BIODEGRADABLE CONTAINING SUFFICIENT UV STABILIZATION FORBREAKDOWN TO OCCUR WITHIN A NORMAL GROWING SEASON.3)STAPLES USED TO ANCHOR THE BLANKETS SHALL BE U-SHAPED, 11 GAUGE OR HEAVIER STEEL WIREHAVING A SPAN WIDTH OF 1 INCH AND A LENGTH OF 8 INCHES OR MORE FROM TOP TO BOTTOMAFTER BENDING.4)THE EROSION CONTROL BLANKETS ACCEPTABLE FOR USE ON THIS PROJECT INCLUDE:(a)GEO-SYNTHETICS, INC., - LANDLOK 52.(b)NORTH AMERICAN GREEN - S150.(c)OR EQUAL.b.BONDED FIBER MATRIX.1)THE FIBERS SHALL BE COMPOSED OF 100% WOOD OR WOOD BY-PRODUCTS. A MINIMUM OF 25% OFTHE FIBERS SHALL AVERAGE 10.16 MM (0.4 INCHES) IN LENGTH AND 50% OR MORE SHALL BERETAINED ON A CLARK FIBER CLASSIFIER 24 MESH SCREEN. FIBERS SHALL BE COLORED WITH AWATER SOLUBLE, NON-TOXIC DYE, TO AID IN UNIFORM APPLICATION OVER THE SITE.2)THE BINDER SHALL BE A HYDRO COLLOID BASED (GUAR GUM) WITH ADDED SLOW-RELEASE ANDAGRICULTURAL BASED FERTILIZERS. THE BINDER SHALL NOT DISSOLVE OR DISPERSE UPONREWETTING.3)THE BFM SLURRY SHALL DRY TO FORM A CRUST APPROXIMATELY 3-6 MM (1/8 TO 1/4 INCHES) THICKADHERING TO THE SOIL SURFACE.4)THE MOISTURE CONTENT OF THE MATRIX SHALL BE 12% +/- 3% BY WEIGHT.5)THE MATRIX SHALL CONSIST OF MATERIALS THAT ARE 100% BIODEGRADABLE AND 100% BENEFICIALTO PLANT LIFE.6)THE MATRIX SHALL PROVIDE 100% CONTINUOUS COVERAGE AND SHALL HAVE NO HOLES GREATERTHAN 1MM IN SIZE.7)THE HYDRATED MIXTURE DENSITY SHALL BE APPROXIMATED BY A SLUMP TEST PRIOR TOAPPLICATION.8)THE BFM MULCH: WATER RATIO SHALL BE AS MANUFACTURER RECOMMENDATIONS. THE MINIMUMBFM MULCH TO WATER RATIO IS 50LBS BFM MULCH AND 100 GALLONS WATER. THE WATER RATESHALL VARY BETWEEN 100 GALLONS AND 125 GALLONS PER 50LBS, DEPENDING ON WHICH OF THEPRODUCTS IS USED.9)THE BONDED FIBER MATRIX MULCH PRODUCTS ACCEPTABLE FOR USE ON THIS PROJECT INCLUDE.(a)ECOAEGIS - MANUFACTURED BY CANFOR.(b)SOIL GUARD - MANUFACTURED BY MAT, INC.(c)CONWED 3000 - MANUFACTURED BY CONWED FIBERS, INC.F.TEMPORARY PUMPED SEDIMENT CONTROL DEVICE.1.NON-WOVEN GEOTEXTILE FABRIC SEWN INTO A BAG USING A DOUBLE NEEDLE MACHINE AND HIGHSTRENGTH THREAD.a.SEAMS SHALL HAVE AN AVERAGE WIDTH STRENGTH OF 60LB/INCH AS PER ASTM D4883 AND MEET OREXCEED THE FOLLOWING.1)GRAB TENSILE OF 205 LBS AS PER ASTM D 4632.2)PUNCTURE OF 110 LBS AS PER ASTM D 4833.3)FLOW RATE OF 95 GAL/MIN/SF AS PER ASTM D 4491.4)PERMITTIVITY OF 1.5 SEC-1 AS PER ASTM D 4491.5)MULLEN BURST STRENGTH OF 350 PSI AS PER ASTM D 3786.6)AOS% OF 80% US SIEVE AS PER ASTM D 4751.2.SPOUT LARGE ENOUGH TO ACCOMMODATE A 4 INCH DISCHARGE HOSE WITH STRAP TO TIE UNIT CLOSED.3.SHALL BE ONE OF THE FOLLOWING.a.DIRTBAG.1)ACF ENVIRONMENTAL, INC., 2831 CARDWELL ROAD, RICHMOND, VIRGINIA 23234, 800-448-3636.b.DANDY DEWATERING BAG.1)DANDY PRODUCTS, INC., P.O. BOX 1980, WESTERVILLE, OHIO 43086, 800-591-2284.c.OR EQUAL.PART 3 EXECUTION3.01 PREPARATIONA.SCHEDULE WORK SO THAT SOIL SURFACES ARE LEFT EXPOSED FOR THE MINIMUM AMOUNT OF TIME.B.THE CONSTRUCTION SITE OPERATOR SHALL FOLLOW ALL REQUIREMENTS OF THE MINNESOTA STORMWATERPERMIT NO. MN R100001.C.THE CONTRACTOR SHALL COMPLETE AND SIGN THE NOTICE OF INTENT, OBTAIN THE OWNER'S SIGNATURE,AND SUBMIT TO THE MPCA.1.PROVIDE A SIGNED COPY TO THE OWNER.3.03INSTALLATIONA.TEMPORARY ROCK CONSTRUCTION ENTRANCE.1.THE ROCK AREA SHALL BE A MINIMUM OF 6 INCHES DEEP, EXTEND THE FULL WIDTH OF THEEGRESS AREA AND SHALL BE AT LEAST 50FT LONG, HOWEVER, LONGER ENTRANCES MAY BEREQUIRED TO ADEQUATELY CLEAN THE TIRES.2.GEOTEXTILE FABRIC MAY BE USED TO PREVENT MIGRATION OF MUD FROM THE UNDERLYING SOILINTO THE ROCK.B.TEMPORARY SILT FENCES:1.STORE AND HANDLE FABRIC IN ACCORDANCE WITH ASTM D4873.2.USE NOMINAL 30 INCH HIGH BARRIERS, MINIMUM 60 INCH LONG POSTS SPACED AT 6 FEET MAXIMUMSPACING.3.EMBED BOTTOM OF FABRIC IN A TRENCH ON THE UPSLOPE SIDE OF FENCE, WITH 6 INCHES OFFABRIC LAID FLAT ON BOTTOM OF TRENCH FACING UPSLOPE; BACKFILL TRENCH AND COMPACT.4.MINIMUM POST EMBEDMENT.a.STEEL POST = 24 INCHES, MINIMUM.b.WOOD POST = 18 INCHES, MINIMUM.5.DO NOT SPLICE FABRIC WIDTH; MINIMIZE SPLICES IN FABRIC LENGTH; SPLICE AT POST ONLY,OVERLAPPING AT LEAST 18 INCHES, WITH EXTRA POST.6.FASTEN FABRIC TO WOOD POSTS USING ONE OF THE FOLLOWING:a.FOUR NAILS PER POST WITH 3/4 INCH DIAMETER FLAT OR BUTTON HEAD, 1 INCH LONG, AND 14GAGE, 0.083 INCH SHANK DIAMETER.b.FIVE STAPLES PER POST WITH AT LEAST 17 GAGE, 0.0453 INCH WIRE, 3/4 INCH CROWN WIDTHAND 1/2 INCH LONG LEGS.7.FASTEN FABRIC TO STEEL POSTS USING WIRE, NYLON CORD, OR INTEGRAL POCKETS.C.TEMPORARY SEDIMENT LOGS:1.PERIMETER CONTROL SHOULD BE INSTALLED PARALLEL TO THE BASE OF THE SLOPE OR OTHERDISTURBED AREA.2.STAKES SHOULD BE INSTALLED THROUGH THE MIDDLE OF THE PERIMETER CONTROL ON 10 FTCENTERS, USING 2 IN BY 2 IN BY3 FT WOODEN STAKES. IN THE EVENT STAKING IS NOT POSSIBLE, I.E., WHEN PERIMETER CONTROLIS USED ON PAVEMENT, HEAVY CONCRETE BLOCKS SHALL BE USED BEHIND THE PERIMETERCONTROL TO HELP STABILIZE DURING RAIN EVENTS.D.TEMPORARY SEDIMENT FILTERS.1.DROP-IN SEDIMENT TRAP.a.PLACE AS RECOMMENDED BY THE MANUFACTURER.E.TEMPORARY PUMPED SEDIMENT CONTROL DEVICE.1.INSTALL AS PER MANUFACTURER'S RECOMMENDATIONS.F.TEMPORARY SLOPE EROSION PROTECTION.1.PLACE AT ANY AND ALL FINISH SLOPES THAT ARE STEEPER THAN 10H:1V.2.SEED AND FERTILIZE PER SPECIFICATION 32 9219 PRIOR TO INSTALLING TEMPORARY SLOPEEROSION PROTECTION.3.BONDED FIBER MATRIX.a.INSTALL THE BFM AS PER THE MANUFACTURER'S INSTRUCTIONS WITH THE FOLLOWING MINIMUMGUIDELINES.1)THE BFM SHALL BE APPLIED WITH HYDRAULIC SPRAY EQUIPMENT BY A MANUFACTURER'SCERTIFIED APPLICATOR.2)APPLICATION SHALL BE DONE AT LEAST 24 HOURS IN ADVANCE OF PROJECTED RAINFALL TOALLOW THE BFM MULCH ADEQUATE TIME TO DRY.3)THE BFM MULCH SHALL BE APPLIED IN TWO STAGES (ONE-HALF RATE) WITH AMPLE TIME TODEWATER THE FIRST APPLICATION.4)THE BFM MULCH SHALL BE APPLIED FROM AT LEAST TWO ALTERNATE DIRECTIONS,PREFERABLY 90 DEGREES APART, IF POSSIBLE, TO ENSURE ALL SOIL FACES ARE COVERED.5)THE INSTALLATION RATE OF THE BFM MULCH SHALL BE 3500 LBS PER ACRE, MINIMUM AND100% COVERAGE.4.EROSION CONTROL BLANKET.a.INSTALL AS PER MANUFACTURER'S RECOMMENDATIONS.3.04MAINTENANCEA.INSPECT PREVENTIVE MEASURES WEEKLY, WITHIN 24 HOURS AFTER THE END OF ANY STORM THATPRODUCES 0.5 INCHES OR MORE RAINFALL AT THE PROJECT SITE, AND DAILY DURING PROLONGEDRAINFALL.B.REPAIR DEFICIENCIES IMMEDIATELY.C.TEMPORARY SILT FENCES:1.PROMPTLY REPLACE FABRIC THAT DETERIORATES UNLESS NEED FOR FENCE HAS PASSED.2.REMOVE SILT DEPOSITS THAT EXCEED ONE-THIRD OF THE HEIGHT OF THE FENCE.3.REPAIR FENCES THAT ARE UNDERCUT BY RUNOFF OR OTHERWISE DAMAGED, WHETHER BYRUNOFF OR OTHER CAUSES.D.TEMPORARY CONSTRUCTION EXIT.1.PERIODIC ADDITION OF ROCK, OR REMOVAL AND REPLACEMENT OF PAD SHALL BE PROVIDED ASVOIDS BECOME FILLED WITH SOIL.E.TEMPORARY PUMPED SEDIMENT CONTROL DEVICE.1.REPLACE THE UNIT WHEN 1/2 FULL OF SEDIMENT OR WHEN SEDIMENT HAS REDUCED THE FLOWRATE OF THE PUMP DISCHARGE TO AN IMPRACTICAL RATE.F.PLACE SEDIMENT IN APPROPRIATE LOCATIONS ON SITE; DO NOT REMOVE FROM SITE.3.05CLEAN UPA.REMOVE TEMPORARY MEASURE AFTER PERMANENT VEGETATION HAS BEEN ESTABLISHED.B.WHERE REMOVAL OF TEMPORARY MEASURES WOULD LEAVE EXPOSED SOIL, SHAPE SURFACE TO ANACCEPTABLE GRADE AND FINISH TO MATCH ADJACENT GROUND SURFACES.END OF SECTIONGENERAL INFORMATIONTHIS STORMWATER POLLUTION PREVENTION PLAN IS PREPARED IN ACCORDANCE TO THENATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM PERMIT NO. MN R1000001 FORSTORMWATER DISCHARGES ASSOCIATED WITH CONSTRUCTION ACTIVITY.PROJECT NAME: MEADOWSWEET BENDLOCATION: RANCH ROAD (COUNTY ROAD 33), ADJACENT TO 13569 RANCH ROAD, ELK RIVER,MN 55330SHERBURNE COUNTYLAT/LONG: 45.36578/-93.61491DESCRIPTION OF CONSTRUCTION ACTIVITY:DEVELOPMENT CONSISTS OF ROAD AND INFILTRATION BASIN GRADING, UTILITYINSTALLATION, ROAD CONSTRUCTION, HOUSE BUILDING, AND EROSION CONTROL.PROJECT CONTACTSTWIN CITIES LAND DEVELOPMENT, LLC AND THE CONTRACTOR ARE RESPONSIBLE FORIMPLEMENTATION OF THE SWPPP AND THE INSTALLATION, INSPECTION, AND MAINTENANCEOF THE EROSION PREVENTION AND SEDIMENT CONTROL BMP'S BEFORE AND DURINGCONSTRUCTION.SWPPP PREPARATION:SWPPP PREPARER:CHRISTOPHER DAHN-BOGART, PEDERSON & ASSOCIATESTRAINING: ENGINEER AND SWPPP DESIGNER (EXP 2025)ADDRESS:13076 FIRST STREETBECKER, MN 53308TELEPHONE:763-262-8822EMAIL;CDAHN@BOGART-PEDERSON,COMOWNER:OWNER CONTACT:___________________________ADDRESS:___________________________TELEPHONE:___________________________EMAIL;___________________________CONTRACTOR (TO BE FILLED OUT BY THE CONTRACTOR):BUSINESS NAME___________________________OWNER NAME___________________________MAILING ADDRESS___________________________CITY___________________________TELEPHONE___________________________EMAIL___________________________CONTACT NAME___________________________MAILING ADDRESS___________________________CITY___________________________TELEPHONE___________________________EMAIL___________________________ESTIMATED DATES OF CONSTRUCTION:START DATE___/____/____(TO BE FILLED IN BY CONTRACTOR)COMPLETION DATE___/____/____(TO BE FILLED IN BY CONTRACTOR)PERMANENT STORMWATER DESIGN CALCULATIONS:SEE THE STORM WATER MANAGEMENT REPORT FOR MORE INFORMATION. CONTACTBOGART, PEDERSON & ASSOCIATES FOR REPORT. PROPOSED FLOW RATE IS LIMITEDTHROUGH THE CONSTRUCTION OF 18 INFILTRATION BASINS. THESE ARE DESIGNED TOTREAT AND HOLD A 1.1 INCH DEPTH OF RUNOFF FROM THE IMPERVIOUS SURFACES. THE 2,10, AND 100-YEAR STORM PEAK RATES OUT OF THE SITE ARE LIMITED.SOIL GROUP: ADESCRIPTION OF EROSION CONTROL ACTIVITY:EROSION CONTROL CONSISTS OF SILT FENCE PERIMETER CONTROL, TURF ESTABLISHMENTTHROUGH SEEDING AND EROSION CONTROL BLANKET, AND ROCK CONSTRUCTIONENTRANCE PLACEMENT.CUMULATIVE IMPERVIOUS SURFACES:AREA OF DISTURBANCE:26.2ACRESPRE-CONSTRUCTION IMPERVIOUS AREA: 3.5ACRESPOST CONSTRUCTION IMPERVIOUS AREA:30.0ACRESNEW IMPERVIOUS AREA: 26.5ACRESRECEIVING WATERS:STORM WATER FROM THIS SITE WILL BE DISCHARGED TO VARIOUS WETLANDSTHROUGHOUT THE SITE AFTER BEING HELD AND TREATED IN THE 18 INFILTRATION BASINSPROPOSED.PLANS AND SPECIFICATIONSTHE PLAN SHEETS OF THIS PLAN SET INDICATE THE FOLLOWING ITEMS:·THE PROJECT LOCATION AND CONSTRUCTION LIMITS.·LOCATIONS OF IMPERVIOUS SURFACES.·LOCATIONS OF AREAS NOT TO BE DISTURBED (E.G., BUFFER ZONES, WETLANDS, ETC.).·STEEP SLOPE LOCATIONS.·LOCATIONS OF ALL TEMPORARY AND PERMANENT EROSION AND SEDIMENT CONTROLBMP'S TO BE INSTALLED ON THE PROJECT.·THE DETAIL SHEETS INDICATE EROSION AND SEDIMENT CONTROL BMPS TO BEINSTALLED ON THE PROJECT.·IF DEWATERING IS REQUIRED FOR THIS PROJECT, THE PUMP DISCHARGE SHALL BETREATED PRIOR TO BEING DISCHARGED OFF-SITE OR INTO A SURFACE WATER. THEDISCHARGE SHALL BE VISUALLY CHECKED TO ENSURE THAT IT IS VISIBLY CLEANWATER.TEMPORARY SEDIMENT CONTROL PRACTICESDOWN GRADIENT SILT FENCE AND SEDIMENT LOG INSTALLATIONS ARE TO BE INPLACEPRIOR TO THE COMMENCEMENT OF ANY EARTHWORK OPERATIONS.TOPSOIL IS TO BE WINDROWED ALONG THE CONSTRUCTION LIMITS AND PLACED AS SLOPEDRESSING IMMEDIATELY FOLLOWING COMPLETION OF THE GRADING OPERATIONS, AS THEGRADING OPERATIONS PROCEED.TOPSOIL PLACEMENT ALONG THE EMBANKMENT SLOPES THOUGH THE WETLANDS AREA ISTO BE SPREAD BY A LOW IMPACT CRAWLER TRACTOR OPERATING UP AND DOWN THESLOPES SO AS TO PROVIDE TRACK PRINTS PARALLEL WITH THE CONTOURS.INSTALLATION OF MN/DOT CATEGORY 3 EROSION CONTROL BLANKET ALONG THEEMBANKMENT SLOPES ADJACENT THE WETLANDS AREA.ALL TEMPORARY SOILS STOCKPILES WILL REQUIRE AN EFFECTIVE MEANS OF SEDIMENTCONTROL SUCH AS AN EROSION CONTROL BLANKET COVERING OR SILT FENCEINSTALLATION ALONG THE TOE OF SLOPE.ALL COMPLETED SWALES SLOPES AND BOTTOMS NOT DRAINING TOWARDS WETLAND AREASARE TO BE STABILIZED WITHIN 7 DAYS.TEMPORARY STABILIZATION WILL BE REQUIRED IN AREAS WHERE GRADING OPERATIONSARE SUSPENDED OR CEASED FOR A PERIOD OF 7 DAYS OR GREATER.A ROCK CONSTRUCTION ENTRANCE FOR SEDIMENT CONTROL IS TO BE PROVIDED AT THEPROJECT ENTRANCE ON RANCH ROAD.STREET SWEEPING OF THE PAVED SURFACES SHALL BE REQUIRED AS DIRECTED BY THEENGINEER.TIMING OF EROSION CONTROL:SILT FENCE AND SEDIMENT LOGS SHALL BE INSTALLED PRIOR TO CONSTRUCTION.RIPRAP AND FILTER BLANKET SHALL BE PLACED AT THE OUTLETS WITHIN 24 HOURS OF THE OUTLETPLACEMENT.THE CONTRACTOR MUST STABILIZE ALL EXPOSED SOIL AREAS IMMEDIATELY FOLLOWING CONSTRUCTIONWHEREVER CONSTRUCTION SHALL NOT OCCUR FOR A PERIOD GREATER THAN OR EQUAL TO 7 DAYS.STABILIZATION WORK MUST BE COMPLETE WITHIN 7 CALENDAR DAYS AFTER THE CONSTRUCTION WORK INTHAT AREA HAS TEMPORARILY OR PERMANENTLY CEASED.AREAS THAT ARE WITHIN 200 FT OF A PUBLIC WATER MUST BE STABILIZED WITHIN 24 HOURS OF COMPLETINGCONSTRUCTION DURING PERIODS OF "WORK IN WATER RESTRICTIONS" FOR TIME PERIODS DECLARED BY THEDNR.THE CONTRACTOR IS RESPONSIBLE TO MAINTAIN THE DISTURBED AREA UNTIL VEGETATION IN ESTABLISHED.ONCE VEGETATION IS ESTABLISHED AND CONSTRUCTION IS COMPLETE, THE SILT FENCE AND ANY OTHERTEMPORARY EROSION CONTROL THAT IS NOT BIODEGRADABLE SHALL BE REMOVED.STREET SWEEPING TO BE PROVIDED AS DIRECTED BY THE ENGINEER OR OWNER. THE CITY REQUIRES STREETSWEEPING TO OCCUR WITHIN 8 HOURS OF NOTICE FROM THE CITY.APPLYING MULCH, HYDROMULCH, TACKIFIER, POLYACRYLAMIDE OR SIMILAR EROSION PREVENTION PRACTICESIS NOT ACCEPTABLE STABILIZATION IN ANY PART OF A TEMPORARY OR PERMANENT DRAINAGE DITCH ORSWALE. BLANKETS OR OTHER APPROVED, BY THE ENGINEER, METHOD SHALL BE USED.INSPECTION AND MAINTENANCE ACTIVITIESTHE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING AND SCHEDULING THE WORK OF ALLOPERATIONS, INCLUDING SUBCONTRACTORS AND UTILITY COMPANIES, SUCH THAT EROSION AND SEDIMENTCONTROL MEASURES ARE FULLY EXECUTED FOR EACH OPERATION AND IN A TIMELY MANNER OVER THEDURATION OF THE PROJECT. OPERATORS HAVE DAILY ACCESS TO THE PROJECT SITE. THE CONTRACTORSHALL BE FULLY RESPONSIBLE FOR THE SWPPP IMPLEMENTATION UNTIL THE ENTIRE SITE HAS UNDERGONEFINAL STABILIZATION AND N.O.T HAS BEEN SUBMITTED TO THE MPCA.THE CONTRACTOR IS TO PROVIDE A TRAINED INDIVIDUAL RESPONSIBLE FOR THE IMPLEMENTATION,INSPECTION AND MAINTENANCE OF THE EROSION AND SEDIMENT CONTROL BMPS ON THE PROJECT. THATINDIVIDUAL IS TO BE IDENTIFIED AT THE PRE-CONSTRUCTION CONFERENCE AND LISTED IN THE MINUTESTHEREOF.THE APPOINTED INDIVIDUAL IS TO PERFORM A ROUTINE INSPECTION OF THE ENTIRE SITE AT LEAST ONCEEVERY SEVEN DAYS DURING CONSTRUCTION OPERATIONS AND WITHIN 24 HOURS AFTER A RAINFALL EVENTGREATER THAN 0.5 INCHES IN 24 HOURS.A INSPECTION FORM SHALL BE PROVIDED BY THE CONTRACTOR. ANY DEFICIENCIES IN THE EROSION ANDSEDIMENT CONTROL BMPS ARE TO BE NOTED ON THE INSPECTION FORM AND CORRECTED BY THE END OF THENEXT BUSINESS DAY.PERIMETER CONTROL DEVICES ARE TO BE REPAIRED OR REPLACED WHEN THEY ARE NO LONGER EFFECTIVEOR WHEN THE SEDIMENT REACHES ONE-HALF THE HEIGHT OF THE DEVICE.TRAINING DOCUMENTATION:SWPPP IMPLEMENTATION, REVISING, AMENDING, AND INSPECTING (TO BE FILLED IN BY THE CONTRACTOR)NAME OF INDIVIDUALOVERSEEING & INSPECTING___________________________DATE OF TRAINING___________________________NAME OF INSTRUCTOR ___________________________ENTITY PROVIDING TRAINING___________________________CONTENT OF TRAINING___________________________TOTAL HOURS OF TRAINING___________________________BMP INSTALLATION, MAINTENANCE, AND REPAIR (TO BE FILLED IN BY THE CONTRACTOR)NAME OF INDIVIDUALOVERSEEING & INSPECTING___________________________DATE OF TRAINING___________________________NAME OF INSTRUCTOR ___________________________ENTITY PROVIDING TRAINING___________________________CONTENT OF TRAINING___________________________TOTAL HOURS OF TRAINING___________________________POLLUTION PREVENTIONFERTILIZERS ARE TO BE APPLIED ONLY IN THE AMOUNTS AS SPECIFIED AND WORKED INTO THE SOIL TOMINIMIZE EXPOSURE TO STORMWATER RUNOFF.ONSITE REFUELING OPERATIONS ARE TO BE CONDUCTED WITH CARE. ANY INADVERTENT SPILLAGE OF FUELOR CHEMICALS IS TO BE IMMEDIATELY CLEANED UP, REMOVED FROM THE SITE AND DISPOSED OF INACCORDANCE TO STATE AND LOCAL REGULATIONS. MAJOR SPILLS ARE TO BE REPORTED TO THE MPCA 24HOUR NOTIFICATION NETWORK AT 800 422 0798. ALL VEHICLES ON-SITE ARE TO BE MONITORED FOR LEAKS ANDSUBJECT TO ROUTINE PREVENTIVE MAINTENANCE EFFORTS TO REDUCE THE LIKELIHOOD OF LEAKAGE AND ORSPILLS.PORTABLE SANITARY WASTE FACILITIES ARE TO BE PROVIDED ONSITE AND EMPTIED ON A BI-WEEKLY BASIS.CONCRETE BATCH TRUCKS SHALL NOT BE ALLOWED TO DISCHARGE DRUM AND CHUTE WASHOUT DIRECTLY ONTHE GROUND. A PORTABLE WASHOUT RECEPTACLE IS TO BE PROVIDED BY THE CONTRACTOR AT THELOCATION AS PROVIDED BY THE OWNER.FINAL STABILIZATIONFINAL STABILIZATION OCCURS WHEN 70 PERCENT OF THE PERVIOUS AREA IS COVERED WITH UNIFORM,PERMANENT VEGETATION.ALL TEMPORARY EROSION AND SEDIMENT CONTROL FEATURES ARE TO BE REMOVED AND THE NPDES NOTICEOF TERMINATION IS TO BE PREPARED AND SUBMITTED TO THE MPCA.LOCATION OF SWPPP REQUIREMENTS IN PROJECT PLANDESCRIPTIONTITLELOCATIONEROSION CONTROL DETAILSCONSTRUCTION DETAILSC7.1-C7.2EROSION CONTROL LOCATIONSEROSION CONTROL LOCATIONSC6.0-C6.424 HOUR MPCA EMERGENCY NOTIFICATION:TELEPHONE NUMBERS:651-649-5451800-422-0798ESTIMATED QUANTITIES:THE FOLLOWING QUANITITES IS AN ESTIMATED PRELIMINARY AMOUNT REQUIRED FOR SEDIMENT CONTROLBMP'S AT THE START OF THE PROJECT. THIS ESTIMATE IS PROVIDED AS REQUIRED BY THE MINNESOTAPOLLUTION CONTROL AGENCY GENERAL STORMWATER PERMIT FOR CONSTRUCTION ACTIVITY. ANYADDITIONAL AND/OR REPLACEMENT BMP'S QUANTITIES SHALL BE FURNISHED AND INSTALLED BY THECONTRACTOR AT NO ADDITIONAL COST TO THE OWNER.ESTIMATED PRELIMINARY QUANTITIES AT START OF PROJECT:ITEM UNIT ESTIMATED INITIAL QUANTITYTEMPORARY CONSTRUCTION ENTRANCEEA2TEMPORARY SEDIMENT FILTEREA-TEMPORARY CONCRETE WASHOUTEA-TEMPORARY PUMP SEDIMENT CONTROL DEVICEEA1TEMPORARY SEDIMENT LOGSLF3,080TEMPORARY SILT FENCELF36,910EROSION CONTROL BLANKET (3N)SY27,880STORM WATER POLLUTION PREVENTION PLAN NARRATIVE:SWPPP NARRATIVEC7.02:55 PM N:\Projects Current\24-0120.00 TCLD Ranch Road\Civil\CAD Files\CoverSWPPPDetails.dwg9/5/2024 DESCRIPTIONDATENO. REV FILE NO.: DWG FILE: CHECKED BY: DRAWN BY: DESIGN BY: DATE: SHEET NO.LAND SURVEYING CIVIL ENGINEERING ENVIRONMENTAL SERVICES 13076 FIRST STREET, BECKER, MN 55308-9322 TEL: 763-262-8822 FAX: 763-262-8844 BOGART, PEDERSON & ASSOCIATES, INC. MEADOWSWEET BEND DEVELOPMENT City of Elk River, Sherburne County, MN 09/05/2024 24-0120.00 MJM, CJD MJM MJM 1 09/05/2024 REVISION PER CITY REVIEW 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. Signed: Date: Lic. No. Christopher J. Dahn 5862809/05/2024TIBBITS BROOK(IMPAIRED STREAM)IMPAIRED WATERS MAP1 MILE RADIUSSITE LOCATION1 MI0.5 MIPage 60 of 84 DETAILS CITY DETAILSC7.12:55 PM N:\Projects Current\24-0120.00 TCLD Ranch Road\Civil\CAD Files\CoverSWPPPDetails.dwg9/5/2024 DESCRIPTIONDATENO. REV FILE NO.: DWG FILE: CHECKED BY: DRAWN BY: DESIGN BY: DATE: SHEET NO.LAND SURVEYING CIVIL ENGINEERING ENVIRONMENTAL SERVICES 13076 FIRST STREET, BECKER, MN 55308-9322 TEL: 763-262-8822 FAX: 763-262-8844 BOGART, PEDERSON & ASSOCIATES, INC. MEADOWSWEET BEND DEVELOPMENT City of Elk River, Sherburne County, MN 09/05/2024 24-0120.00 MJM, CJD MJM MJM 1 09/05/2024 REVISION PER CITY REVIEW 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. Signed: Date: Lic. No. Christopher J. Dahn 5862809/05/2024Page 61 of 84 DETAILS SITE DETAILSC7.22:55 PM N:\Projects Current\24-0120.00 TCLD Ranch Road\Civil\CAD Files\CoverSWPPPDetails.dwg9/5/2024 DESCRIPTIONDATENO. REV FILE NO.: DWG FILE: CHECKED BY: DRAWN BY: DESIGN BY: DATE: SHEET NO.LAND SURVEYING CIVIL ENGINEERING ENVIRONMENTAL SERVICES 13076 FIRST STREET, BECKER, MN 55308-9322 TEL: 763-262-8822 FAX: 763-262-8844 BOGART, PEDERSON & ASSOCIATES, INC. MEADOWSWEET BEND DEVELOPMENT City of Elk River, Sherburne County, MN 09/05/2024 24-0120.00 MJM, CJD MJM MJM 1 09/05/2024 REVISION PER CITY REVIEW 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. Signed: Date: Lic. No. Christopher J. Dahn 5862809/05/2024INFILTRATION BASINN.T.S.EMERGENCY OVERFLOW(PER GRADING PLAN)NOTE:SEE GRADING AND EROSION CONTROL PLANS FOR ADDITIONAL INFORMATION ONLOCATION OF INLET STRUCTURES, EMERGENCY OVERFLOW, ELEVATIONS, ETC.FLARED END SECTION(PER UTILITY PLAN)UNCOMPACTED NATIVE PERMEABLE SOILSSEEDING WITH SEED MIX33-261 (35 LB/AC)EROSION CONTROL BLANKET (STRAW, CATEGORY 3N)5' MIN.SLOPE PER GRADING PLANFLEXAMAT(PER GRADING PLAN)GENERAL NOTES:1.INSTALL ALL TEMPORARY EROSION CONTROL MEASURES (IN ACCORDANCE WITHMnDOT GENERAL CONDITIONS 2573) PRIOR TO THE START OF ANY CONSTRUCTIONOPERATION THAT MAY CAUSE ANY SEDIMENTATION OR SILTATION AT THE SITE.2.INSTALL STORM DRAIN INLET PROTECTION TO PREVENT CLOGGING OF THE STORMSEWER AND SEDIMENT LOADS TO DOWNSTREAM STORM WATER FACILITIES ORWATERBODIES.3.IF THE STORMWATER BMP IS BEING DESIGNED TO SERVE AS A TEMPORARYSEDIMENT BASIN, GRADE THE BMP TO WITHIN THREE (3) FEET OF FINAL GRADE TOPROTECT THE UNDERLYING MATERIAL FROM CLOGGING. ONCE CONSTRUCTION INTHE CONTRIBUTING DRAINAGE AREA HAS BEEN COMPLETED AND THE SITE ISSTABILIZED, EXCAVATE THE INFILTRATION BASIN TO FINAL GRADE AND COMPLETECONSTRUCTION OF THE BMP.4.GRADING OF THE INFILTRATION BASIN SHALL BE ACCOMPLISHED USINGLOW-IMPACT EARTH-MOVING EQUIPMENT TO PREVENT COMPACTION OF THEUNDERLYING SOILS. SMALL TRACKED DOZERS AND BOBCATS WITH RUNNERTRACKS ARE RECOMMENDED.5.EXCAVATE THE INFILTRATION BASIN TO THE SPECIFIED DEPTH (ELEVATION). IT ISRECOMMENDED THAT ALL SUB MATERIAL BELOW THE SPECIFIED ELEVATIONSHALL BE LEFT UNDISTURBED, UNLESS OTHERWISE DIRECTED BY THE ENGINEER.6.GRADE TO THE DEPTH (ELEVATION) SPECIFIED IN THE CONSTRUCTIONDOCUMENTS UNLESS OTHERWISE DIRECTED BY THE ENGINEER.7.IN THE EVENT THAT SEDIMENT IS INTRODUCED INTO THE BMP DURING ORIMMEDIATELY FOLLOWING EXCAVATION, THIS MATERIAL WILL NEED TO BEREMOVED FROM THE BASIN PRIOR TO INITIATING THE NEXT STEP IN THECONSTRUCTION PROCESS. SEDIMENT THAT HAS BEEN WASHED INTO THE BASINDURING THE EXCAVATION PROCESS CAN SEAL THE PERMEABLE MATERIAL,SIGNIFICANTLY REDUCING THE INFILTRATION CAPACITY OF THE SOILS.8.SEEDING AND INSTALLATION OF EROSION CONTROL BLANKET SHALL BECOMPLETED WITHIN 48 HOURS OF FINAL GRADING.9. INFILTRATION AREA SHALL BE STAKED OFF DURING CONSTRUCTION TO RESTRICTHEAVY EQUIPEMENT TRAFFIC FROM COMPACTING NATIVE SOILS.CONSTRUCTION SEQUENCING:1.PERFORM CONTINUOUS INSPECTIONS OF EROSIONCONTROL PRACTICES.2.INSTALL SILT FENCE ALONG THE PERIMETER OF THE SITETO PREVENT SEDIMENT FROM LEAVING THE SITE DURINGTHE CONSTRUCTION PROCESS.3.ALL DOWNGRADIENT PERIMETER SEDIMENT-CONTROLBMPS MUST BE IN PLACE BEFORE ANY UP GRADIENTLAND-DISTURBING ACTIVITY BEGINS.4.REMOVE TOPSOIL FROM THE SITE AND PLACE INTEMPORARY STOCKPILE LOCATION. TEMPORARY SEEDTHE STOCKPILE.5.INSTALL UNDERGROUND UTILITIES (WATER, SANITARYSEWER, ELECTRIC AND PHONES) TAKING THE LOCATIONAND FUNCTION OF STORM WATER BMPS INTOCONSIDERATION.7.SEED AND MULCH DISTURBED AREAS ON SITE.8.CONSTRUCT THE ROADS TAKING THE LOCATION ANDFUNCTION OF STORM WATER BMPS INTO CONSIDERATION.9.PERFORM ALL OTHER SITE IMPROVEMENTS TAKING THELOCATION AND FUNCTION OF THE STORM WATER BMPSINTO CONSIDERATION.10.FINAL GRADE THE SITE.11.STABILIZE THE SITE BY IMPLEMENTING THE NATIVESEEDING AND PLANTING PORTION OF THE LANDSCAPINGPLAN.12.INSTALL THE EROSION CONTROL BLANKET13.REMOVE THE SILT FENCE AFTER THE SITE IS STABILIZEDPER PROJECT ENGINEER APPROVAL.FLEXAMAT INLET PROTECTION(SEE GRADING PLAN)INLET PIPE1.THE SEDIMENT LOGS SHALL BE TRENCHED 4" INTO THE GROUND ANDSHALL BE STAKED BY STEEL FENCE POSTS OR 2"X 2" WOOD STAKES.2.SOIL SHALL BE COMPACTED ON THE UPSLOPE SIDE OF LOGS.COMPACTED SOIL TOPREVENT PIPINGSEDIMENT-LADEN RUNOFFSTAKED AND ENTRENCHED 10" DIA.SEDIMENT LOGFILTERED RUNOFFEROSION CONTROLBLANKETTEMPORARY SEDIMENT LOGSN.T.S.9"6"GREEN LETTERING ONWHITE BACKGROUND3/4"3/8"FINISHED GROUND LINE1 1/2IN X 1 1/2INSIGN POST48"WETLAND BUFFER SIGNN.T.S.36"Page 62 of 84 DETAILS SANITARY DETAILSC7.32:55 PM N:\Projects Current\24-0120.00 TCLD Ranch Road\Civil\CAD Files\CoverSWPPPDetails.dwg9/5/2024 DESCRIPTIONDATENO. REV FILE NO.: DWG FILE: CHECKED BY: DRAWN BY: DESIGN BY: DATE: SHEET NO.LAND SURVEYING CIVIL ENGINEERING ENVIRONMENTAL SERVICES 13076 FIRST STREET, BECKER, MN 55308-9322 TEL: 763-262-8822 FAX: 763-262-8844 BOGART, PEDERSON & ASSOCIATES, INC. MEADOWSWEET BEND DEVELOPMENT City of Elk River, Sherburne County, MN 09/05/2024 24-0120.00 MJM, CJD MJM MJM 1 09/05/2024 REVISION PER CITY REVIEW 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. Signed: Date: Lic. No. Christopher J. Dahn 5862809/05/2024 LATERAL ASSEMBYBELOW MINIMUMFROST DEPTHLPSS MAINPEA GRAVEL ORCRUSHED STONESADDLE TAPALARM PANELBASEMENTE-ONE GRINDER PUMP STATIONPEA GRAVEL ORCRUSHED STONECORPORATION STOPSEPTIC TANK(SEE TABLE FOR SIZE)SEPTIC TANK CAPACITYNUMBER OF BEDROOMSSEPTIC TANK LIQUID MIN. CAPACITY (GALLONS)3 OR LESS1,0004 OR 51,5006 OR 72,0008 OR 92,500TYPICAL LATERAL INSTALLATIONN.T.S.1 1/4" SDR-11 HDPE PIPE LATERAL4" SDR-26 SERVICE(2.0% MIN. SLOPE)4" SDR-26 SERVICE(2.0% MIN. SLOPE)4'10'5'ROADWAY WITH PATHN.T.S.3:13:1ASPHALT TRAIL SECTION(SEE DETAIL)5.0%10'6'ROADWAY WITH PATH (ALTERNATEN.T.S.3:13:1ASPHALT TRAIL SECTION(SEE DETAIL)2'Page 63 of 84 OHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOVERHEAD POWER LINESOVERHEAD POWER LINESOVERHEAD POWER LINESOVERHEAD POWER LINESQueen St NWJoplin St NWSolanum Circle217th Ave NWRiebeck StG a b b r o A v eSHEET X.1SHEET X.2SHEET X.4SHEET X.3SHEET X.3 SHEET X.2 SHEET X.4 SHEET X.1 15124531871234678910111216Park520192221131514111213323591012471114151612435678910131417191518211918171615148765143211109121322252427262821201286910178611122341719182016Outlot1320ParkCALL 48 HOURS BEFORE DIGGING:TWIN CITY AREA 651-454-0002MINNESOTA TOLL FREE 1-800-252-1166 GOPHER STATE ONE CALL LANDSCAPE OVERALL LANDSCAPING PLANC8.02:56 PM N:\Projects Current\24-0120.00 TCLD Ranch Road\Civil\CAD Files\TCLD Landscape.dwg9/5/2024 NSCALE:0'200'400'1"=200'DESCRIPTIONDATENO. REV FILE NO.: DWG FILE: CHECKED BY: DRAWN BY: DESIGN BY: DATE: SHEET NO.LAND SURVEYING CIVIL ENGINEERING ENVIRONMENTAL SERVICES 13076 FIRST STREET, BECKER, MN 55308-9322 TEL: 763-262-8822 FAX: 763-262-8844 BOGART, PEDERSON & ASSOCIATES, INC. MEADOWSWEET BEND DEVELOPMENT City of Elk River, Sherburne County, MN 09/05/2024 24-0120.00 MJM, CJD MJM MJM 1 09/05/2024 REVISION PER CITY REVIEW 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. Signed: Date: Lic. No. Christopher J. Dahn 5862809/05/2024 LANDSCAPE REQUIREMENTS:PER CITY OF ELK RIVER ZONING ORDINANCE:ALL LANDSCAPING INCORPORATED IN SAID PLAN SHALLCONFORM TO THE FOLLOWING STANDARDS AND CRITERIA:A.ALL PLANTS MUST AT LEAST EQUAL THE FOLLOWINGMINIMUM SIZE:BALLED & BURLAPPEDDECIDUOUS TREES2 INCH DIAMETEREVERGREEN6 FEET HIGHB.MINIMUM REQUIREMENTS. ALL OPEN AREAS OF A LOTWHICH ARE NOT USED AND IMPROVED SHALL BELANDSCAPED WITH A COMBINATION OF OVERSTORYTREES, ORNAMENTAL TREES, CONIFEROUS TREES,SHRUBS, FLOWERS, AND TURF OR PERMITTED GROUNDCOVER MATERIALS. THE MINIMUM NUMBER OF TREES INTHE FRONT YARD IS TWO.B.A.LOCATION OF REQUIRED FRONT YARD TREES.1.ONETREE MUST BE LOCATED IN THE BOULEVARD AREAAND SHALL BE AN OVERSTORY TYPE TREE.B.B.SECOND TREE SHALL BE LOCATED IN THE FRONTYARD AREA. OVERSTORY, EVERGREEN, ANDORNAMENTAL TREE SPECIES ARE PERMITTED.RESIDENTIAL REQUIREMENTS.1.ALL REQUIRED LANDSCAPING SHALL BE LOCATED ONTHE LOT OCCUPIED BY THE USE, BUILDING, FACILITY,OR STRUCTURES. NO LANDSCAPING SHALL BELOCATED WITHIN ANY PUBLIC RIGHT-OF-WAY UNLESSAPPROVED BY THE CITY.2.PLANT MATERIALS SHALL BE LOCATED TO PROVIDEREASONABLE ACCESS TO ALL UTILITIES.3.AT ALL INTERSECTIONS, SIGHT VISIBILITY TRIANGLESSHALL BE KEPT CLEAR OF LANDSCAPE MATERIALSTHAT WOULD OBSTRUCT THE SIGHT LINES OFMOTORISTS AT INTERSECTING STREETS.4.ALL LANDSCAPE IMPROVEMENTS REQUIRED BY THISSUBSECTION SHALL BE INSTALLED BY THE OWNER NOLATER THAN ONE YEAR AFTER THE ISSUANCE OF ABUILDING PERMIT FOR THE SUBJECT PROPERTY.REPLACEMENT OF ANY DEAD TREES, SHRUBS,GROUND COVERS AND SODDING SHALL BERESPONSIBILITY OF THE PROPERTY OWNER.5.AREAS OF TREE REMOVAL SHALL BE LIMITED AS MUCHAS POSSIBLE FOR ROAD PLACEMENT, BASIN GRADING,AND HOUSE AND DRIVEWAY CONSTRUCTION.(SEE CITY ORDINANCE, SECTION 15, FOR FULL REQUIREMENTS)PROPOSED DECIDUOUS TREEPROPOSED CONIFEROUS TREEPROPOSED CONCRETE SIDEWALKPROPOSED ASPHALT PAVEMENTLEGEND:PROPOSED TREE CLEARINGPage 64 of 84 OHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOVERHEAD POWER LINESOVERHEAD POWER LINESQueen St NWSolanum Circle217th Ave NWRiebeck StSHEET X.1SHEET X.2SHEET X.4 SHEET X.1 112453712346789101112Park51315141112139101211129101786416131-RB1-RB1-BHS1-WO1-WO1-HB1-AL1-RMMAINTAIN EXISTING TREES FOR LOTS 4-8MAINTAIN EXISTING TREES FOR LOTS 8-131-HB1-HB1-HB1-HB1-HB1-HBMAINTAIN EXISTING TREES FOR LOTS 11-131-HB1-HB1-HB1-AL1-AL1-AL1-AL1-AL1-AL1-AL1-AL1-AL1-BHS1-BHS1-BHS1-BHS1-BHS1-RM1-RM1-RM1-RM1-RM1-RM1-RM1-WO1-RB1-RB1-RB1-BHS1-RB1-RB1-RB1-RB1-WO1-RB1-HB1-HB1-AL1-BHS1-HB1-HB1-HB1-BHS1-BHS1-RB1-RM1-AL1-RB1-BHS1-BHS1-BHS1-BHS1-WO1-WO1-HB1-HB1-HB1-RM1-RM1-RM1-RM1-AL1-AL1-RB1-BHSCALL 48 HOURS BEFORE DIGGING:TWIN CITY AREA 651-454-0002MINNESOTA TOLL FREE 1-800-252-1166 GOPHER STATE ONE CALL LANDSCAPE SW LANDSCAPING PLANC8.12:56 PM N:\Projects Current\24-0120.00 TCLD Ranch Road\Civil\CAD Files\TCLD Landscape.dwg9/5/2024 NSCALE:0'100'200'1"=100'DESCRIPTIONDATENO. REV FILE NO.: DWG FILE: CHECKED BY: DRAWN BY: DESIGN BY: DATE: SHEET NO.LAND SURVEYING CIVIL ENGINEERING ENVIRONMENTAL SERVICES 13076 FIRST STREET, BECKER, MN 55308-9322 TEL: 763-262-8822 FAX: 763-262-8844 BOGART, PEDERSON & ASSOCIATES, INC. MEADOWSWEET BEND DEVELOPMENT City of Elk River, Sherburne County, MN 09/05/2024 24-0120.00 MJM, CJD MJM MJM 1 09/05/2024 REVISION PER CITY REVIEW 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. Signed: Date: Lic. No. Christopher J. Dahn 5862809/05/2024 PROPOSED DECIDUOUS TREEPROPOSED CONIFEROUS TREEPROPOSED CONCRETE SIDEWALKPROPOSED ASPHALT PAVEMENTLEGEND:PROPOSED TREE CLEARINGPage 65 of 84 OHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOVERHEAD POWER LINESQueen St NW217th Ave NWRiebeck StSHEET X.3 SHEET X.2124531871Park 201922211315141112359101247111412312869101786216Outlot131-RB1-RB1-WO1-HB1-ALMAINTAIN EXISTING TREES FOR LOTS 8-13MAINTAIN EXISTING TREES FOR LOTS 2-31-HB1-HB1-HB1-HBMAINTAIN EXISTING TREES FOR LOTS 11-131-HB1-HB1-HB1-HB1-HB1-HB1-HB1-HB1-AL1-AL1-AL1-AL1-AL1-AL1-AL1-AL1-AL1-AL1-BHS1-BHS1-BHS1-BHS1-BHS1-BHS1-BHS1-BHS1-BHS1-RM1-RM1-RM1-RM1-RM1-RM1-RM1-WO1-WO1-WO1-WO1-RB1-RB1-RB1-BHS1-RB1-RB1-RB1-RB1-WO1-RB1-HB1-BHS1-BHS1-BHS1-BHS1-BHS1-WO1-WO1-HB1-HB1-HB1-HB1-RM1-RM1-RM1-RM1-AL1-AL1-AL1-RB1-BHSCALL 48 HOURS BEFORE DIGGING:TWIN CITY AREA 651-454-0002MINNESOTA TOLL FREE 1-800-252-1166 GOPHER STATE ONE CALL LANDSCAPE NW LANDSCAPING PLANC8.22:57 PM N:\Projects Current\24-0120.00 TCLD Ranch Road\Civil\CAD Files\TCLD Landscape.dwg9/5/2024 DESCRIPTIONDATENO. REV FILE NO.: DWG FILE: CHECKED BY: DRAWN BY: DESIGN BY: DATE: SHEET NO.LAND SURVEYING CIVIL ENGINEERING ENVIRONMENTAL SERVICES 13076 FIRST STREET, BECKER, MN 55308-9322 TEL: 763-262-8822 FAX: 763-262-8844 BOGART, PEDERSON & ASSOCIATES, INC. MEADOWSWEET BEND DEVELOPMENT City of Elk River, Sherburne County, MN 09/05/2024 24-0120.00 MJM, CJD MJM MJM 1 09/05/2024 REVISION PER CITY REVIEW 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. Signed: Date: Lic. No. Christopher J. Dahn 5862809/05/2024 NSCALE:0'100'200'1"=100'PROPOSED DECIDUOUS TREEPROPOSED CONIFEROUS TREEPROPOSED CONCRETE SIDEWALKPROPOSED ASPHALT PAVEMENTLEGEND:PROPOSED TREE CLEARINGPage 66 of 84 217th Ave NWG a b b r o A v e SHEET X.4SHEET X.3SHEET X.3SHEET X.25 23141516243567891087651432111091222252427262821112317191820Outlot13MAINTAIN EXISTING TREES FOR LOTS 2-3MAINTAIN EXISTING TREES FOR LOTS 10-11MAINTAIN EXISTING TREES FOR LOTS 9-131-HB1-HB1-HB1-HB1-HB1-HB1-HB1-HB1-HB1-HB1-HB1-HB1-HB1-AL1-AL1-AL1-AL1-AL1-AL1-AL1-AL1-AL1-AL1-BHS1-BHS1-BHS1-BHS1-BHS1-BHS1-RM1-RM1-RM1-RM1-RM1-RM1-RM1-RM1-RM1-WO1-RB1-RB1-RB1-RB1-RB1-RB1-RB1-RB1-RB1-RB1-RB1-RB1-RM1-BHS1-RM1-BHS1-RM1-AL1-BHS1-BHS1-BHS1-BHS1-HB1-RM1-AL1-AL1-BHS1-HB1-HB1-RB1-RM1-RM1-AL1-AL1-WO1-BHSCALL 48 HOURS BEFORE DIGGING:TWIN CITY AREA 651-454-0002MINNESOTA TOLL FREE 1-800-252-1166 GOPHER STATE ONE CALL LANDSCAPE NE LANDSCAPING PLANC8.32:57 PM N:\Projects Current\24-0120.00 TCLD Ranch Road\Civil\CAD Files\TCLD Landscape.dwg9/5/2024 DESCRIPTIONDATENO. REV FILE NO.: DWG FILE: CHECKED BY: DRAWN BY: DESIGN BY: DATE: SHEET NO.LAND SURVEYING CIVIL ENGINEERING ENVIRONMENTAL SERVICES 13076 FIRST STREET, BECKER, MN 55308-9322 TEL: 763-262-8822 FAX: 763-262-8844 BOGART, PEDERSON & ASSOCIATES, INC. MEADOWSWEET BEND DEVELOPMENT City of Elk River, Sherburne County, MN 09/05/2024 24-0120.00 MJM, CJD MJM MJM 1 09/05/2024 REVISION PER CITY REVIEW 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. Signed: Date: Lic. No. Christopher J. Dahn 5862809/05/2024 NSCALE:0'100'200'1"=100'PROPOSED DECIDUOUS TREEPROPOSED CONIFEROUS TREEPROPOSED CONCRETE SIDEWALKPROPOSED ASPHALT PAVEMENTLEGEND:PROPOSED TREE CLEARINGPage 67 of 84 OHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOVERHEAD POWER LINESOVERHEAD POWER LINESJoplin St NWSHEET X.4SHEET X.3SHEET X.4SHEET X.1 51610131417191518211918171615141213201112320ParkMAINTAIN EXISTING TREES FOR LOTS 19-20MAINTAIN EXISTING TREES FOR LOTS 14-20MAINTAIN EXISTING TREES FOR LOTS 9-131-HB1-AL1-BHS1-BHS1-BHSMAINTAIN EXISTING TREES FOR LOT 141-HB1-HB1-AL1-RM1-RM1-RM1-RM1-RB1-RB1-RB1-WO1-AL1-AL1-HB1-HB1-HB1-HB1-HB1-WO1-WO1-WO1-WO1-BHS1-BHS1-BHS1-BHS1-RM1-AL1-AL1-RB1-RB1-RM1-AL1-WO1-WO1-BHS1-RBCALL 48 HOURS BEFORE DIGGING:TWIN CITY AREA 651-454-0002MINNESOTA TOLL FREE 1-800-252-1166 GOPHER STATE ONE CALL LANDSCAPE SE LANDSCAPING PLANC8.42:57 PM N:\Projects Current\24-0120.00 TCLD Ranch Road\Civil\CAD Files\TCLD Landscape.dwg9/5/2024 DESCRIPTIONDATENO. REV FILE NO.: DWG FILE: CHECKED BY: DRAWN BY: DESIGN BY: DATE: SHEET NO.LAND SURVEYING CIVIL ENGINEERING ENVIRONMENTAL SERVICES 13076 FIRST STREET, BECKER, MN 55308-9322 TEL: 763-262-8822 FAX: 763-262-8844 BOGART, PEDERSON & ASSOCIATES, INC. MEADOWSWEET BEND DEVELOPMENT City of Elk River, Sherburne County, MN 09/05/2024 24-0120.00 MJM, CJD MJM MJM 1 09/05/2024 REVISION PER CITY REVIEW 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. Signed: Date: Lic. No. Christopher J. Dahn 5862809/05/2024 NSCALE:0'100'200'1"=100'PROPOSED DECIDUOUS TREEPROPOSED CONIFEROUS TREEPROPOSED CONCRETE SIDEWALKPROPOSED ASPHALT PAVEMENTLEGEND:PROPOSED TREE CLEARINGPage 68 of 84 The Elk River Vision A welcoming community with revolutionary and spirited resourcefulness, exceptional service, and community engagement that encourages and inspires prosperity Request for Action To Parks and Recreation Commission Item Number 7.3 Meeting Date September 11, 2024 Prepared By Joe Stremcha, Business Services Director/Assistant City Administrator Item Description PT Complex Welcome Plaza Reviewed by Jeff Shelby Joe Stremcha Action Requested Approve, by motion, a recommendation to the City Council proceeding with the contract award to Divine Designs General Contracting for a Base Bid of $244,000 and Alternate 1 (ADA Accessibility) of $26,110 to construct the Plants and Things Recreation Complex Welcome Plaza. Background/Discussion The city sponsorship agreement with Plants and Things USA details a welcome plaza to be constructed utilizing the money collected ($350,000 over 10 years). The Parks and Recreation Commission provided feedback on the design considerations during their Regular Work Session on June 12, 2024. Steve Hickman was contacted and shown the conceptual images to solicit feedback from the sponsor. Project bids closed on Tuesday, August 27 and there were four bidders. HKGi estimated the project cost with the alternate(s) included to be $241,090.00 The Project bids ranged from $270,110.00 to $395,631.25. Staff will issue a Change Order to remove the logo in concrete with sandblasting and staining, which amounted to $35,000 (estimated at $5,000) to cut project costs while fulfilling the sponsorship agreement. Discussion Timeline: ▪ July 10, 2023: Staff received a letter of intent from Plants and Things expressing an interest in a naming rights sponsorship of YAC. Prominent branding and designated show floor/concrete patio space was an essential component of the agreement. ▪ July 12, 2023: The Parks and Recreation Commission reviewed the letter of intent from Plants and Things. They determined that the sponsorship funds need to be used for improvements at the site, and consensus was to move forward with a sponsorship agreement as outlined in city policy. ▪ August 21, 2023: City Council regular meeting item 4.4 YAC naming rights agreement was removed from the Consent Agenda and approved 3-0 with recognition to Steve Hickman attending in the audience for this community support ▪ June 12, 2024: Parks and Recreation Work Session: Commissioners reviewed the sponsorship agreement defining the scope of work, and staff solicited feedback on the design. Feedback received was to add an ADA component and review the distance related to safety from foul balls. Page 69 of 84 ▪ August 5, 2024: City Council Meeting under General Business seeking authorization to bid on the project. ▪ August 14, 2024: Parks and Recreation Regular Meeting, Managers Report updated the status of the project and timeline for bidding. ▪ August 27, 2024: Project bid opening. ▪ September 3, 2024: City Council Meeting – Considered contract award and tabled for additional feedback. Financial Impact The funding source for the Plants and Things Recreation Complex Welcome Plaza will be the Park Improvement Fund, using sponsorship funds described in the agreement with Plants and Things USA that amount to $350,000 over 10 years. Mission/Policy/Goal Opportunity to live, work, and play. Attachments 1. Welcome Plaza Recommend letter Divine Design 2. BidWorksheet_9254048_Eval WELCOME BID RESULTS 3. Additional Information Page 70 of 84 800 Washington Avenue North, Suite 103 Minneapolis, MN 55401 Memorandum To : Joe Stremcha, Assistant City Administrator From: Amy Bower, HKGI Landscape Architect Subject: Elk River- Athletic Complex – Welcome Plaza – Contract Award Recommendation Date: August 29, 2024 Contract Award Recommendation HKGi recommends project award to Divine Designs General Contracting for a Base Bid of $244,000.00 and Alternate 1 of $26,110.00, for a total award of $270,110.00. 1. Divine Designs General Contracting submitted the lowest price for the Base Bid & Alternate 1. 2. Divine Designs General Contracting pricing for the Base bid & Alternates 1 are within a reasonable range. 3. Divine Designs General Contracting has experience in quality concrete and site work. 4. A post- bid opening phone conversation with Jeffery Martin (owner) about the project proved they had a through understanding of project conditions and requirements. Amy Bower, PLA (MN) amy@hkgi.com 612-703-2358 Page 71 of 84 Elk River Welcome Plaza (#9254048)Owner: Elk River MN, City ofSolicitor: Hoisington Koegler Group, Inc08/27/2024 02:00 PM CDTEngineer Estimate Divine Designs General Contracting LLC Albrecht Company Parkstone Contracting, LLC Urban CompaniesSection TitLine Item Item Code Item Description UofM Quantity Unit Price Extension totals Unit Price Extension Unit Price Extension Unit Price Extension Unit Price ExtensionPART 1 ‐ SITE PREP:1 1 ADMINISTRATION: MOBILIZATION LS 1 $10,000.00 $10,000.00 $7,560.00 $7,560.00 $6,500.00 $6,500.00 $47,000.00 $47,000.00 $18,000.00 $18,000.002 2 SURVEY AND STAKING LS 1 $5,000.00 $5,000.00 $3,000.00 $3,000.00 $5,000.00 $5,000.00 $7,000.00 $7,000.00 $25,000.00 $25,000.0033CB AND HH ADJUSTMENTS TO NEW GRADES LS 1 $5,000.00 $5,000.00 $6,500.00 $6,500.00 $2,500.00 $2,500.00 $5,500.00 $5,500.00 $5,000.00 $5,000.004 4 EARTHWORKS ‐ GRADING/FILL/EXPORT AGG PARKING LOT ADJUSTMENTS LS 1 $5,000.00 $5,000.00 $20,000.00 $20,000.00 $23,565.00 $23,565.00 $35,000.00 $35,000.00 $50,000.00 $50,000.005 5 MISC. SITE PREP: REMOVALS, EROSION CONTROL, CONSTRUCTION FENCING LS 1 $3,000.00 $3,000.00 $5,000.00 $5,000.00 $30,650.00 $30,650.00 $6,000.00 $6,000.00 $20,000.00 $20,000.006 6 STRIP SOD ‐ SALVAGE AND STOCK PILE TOPSOIL FOR REUSE LS 1 $3,000.00 $3,000.00 $3,000.00 $3,000.00 $2,500.00 $2,500.00 $5,000.00 $5,000.00 $10,000.00 $10,000.00PART 2 ‐PAVEMENTS:776" CONCRETE AND BASE SF 8700 $12.00 $104,400.00 $10.00 $87,000.00 $11.00 $95,700.00 $14.00 $121,800.00 $12.50 $108,750.008 8 TRUNCATED DOMES SF 32 $100.00 $3,200.00 $70.00 $2,240.00 $80.00 $2,560.00 $90.00 $2,880.00 $80.00 $2,560.009 9 CURB ‐ B612 AND VALLEY AND BASE LF 294 $35.00 $10,290.00 $50.00 $14,700.00 $60.00 $17,640.00 $45.00 $13,230.00 $65.00 $19,110.0010 10 STAIRS ‐ 10FT WIDE ‐ 8 TREADS EA 8 $800.00 $6,400.00 $1,500.00 $12,000.00 $1,850.00 $14,800.00 $2,500.00 $20,000.00 $2,000.00 $16,000.00PART 3 ‐ LANDSCAPING:11 11 PLANTING BED ‐ TOPSOIL, MULCH SF 2845 $5.00 $14,225.00 $5.00 $14,225.00 $4.00 $11,380.00 $3.25 $9,246.25 $2.00 $5,690.0012 12 TREESEA 22 $750.00 $16,500.00 $450.00 $9,900.00 $750.00 $16,500.00 $600.00 $13,200.00 $825.00 $18,150.0013 13 SHRUBS EA 139 $50.00 $6,950.00 $25.00 $3,475.00 $50.00 $6,950.00 $90.00 $12,510.00 $100.00 $13,900.0014 14 PERENNIALS EA 96 $20.00 $1,920.00 $15.00 $1,440.00 $20.00 $1,920.00 $20.00 $1,920.00 $25.00 $2,400.0015 15 TURF RESTORE ‐ TOPSOIL, SEED, BLANKET LS 1 $2,000.00 $2,000.00 $7,500.00 $7,500.00 $5,000.00 $5,000.00 $5,000.00 $5,000.00 $12,500.00 $12,500.0016 16 IRRIGATION SYSTEM EXPANSION LS 1 $5,000.00 $5,000.00 $7,500.00 $7,500.00 $7,500.00 $7,500.00 $12,500.00 $12,500.00 $20,000.00 $20,000.00PART 4 ‐ MISC17 17 LOGO IN CONCRETE ‐ SANDBLAST AND STAIN LS 2 $2,500.00 $5,000.00 $17,500.00 $35,000.00 $13,750.00 $27,500.00 $11,000.00 $22,000.00 $15,000.00 $30,000.0018 18 STAIR HANDRAIL ‐ 3 RUNS LF 33 $120.00 $3,960.00 $120.00 $3,960.00 $350.00 $11,550.00 $375.00 $12,375.00 $265.00 $8,745.00BASE BID TOTAL$210,845.00 $244,000.00 $289,715.00 $352,161.25 $352,161.25ALTERNATE 1‐ADA WORK19 19 6" CONCRETE ADA PARKING STALLS AND WALK AND BASE SF 1320 $15.00 $19,800.00 $10.00 $13,200.00 $11.00 $14,520.00 $18.00 $23,760.00 $12.50 $16,500.0020 20 TRUNCATED DOMES SF 8 $100.00 $800.00 $70.00 $560.00 $80.00 $640.00 $90.00 $720.00 $80.00 $640.0021 21 CURB ‐ B612 AND VALLEY AND BASE LF 27 $35.00 $945.00 $50.00 $1,350.00 $60.00 $1,620.00 $45.00 $1,215.00 $65.00 $1,755.0022 22 2 ADA SIGNS, 1 NO PARKING SIGN W/BOLLARD EA 3 $1,500.00 $4,500.00 $2,500.00 $7,500.00 $750.00 $2,250.00 $1,750.00 $5,250.00 $2,000.00 $6,000.0023 23 STRIPING OF NO PARKING STALL LS 1 $1,200.00 $1,200.00 $1,500.00 $1,500.00 $1,000.00 $1,000.00 $525.00 $525.00 $1,000.00 $1,000.0024 24 ADDITIONAL GRADING, FILL AND TURF RESTORATION (TOPSOIL, SEED, BLANKET) LS 1 $3,000.00 $3,000.00 $2,000.00 $2,000.00 $7,500.00 $7,500.00 $12,000.00 $12,000.00 $10,000.00 $10,000.00ALT 1 TOTAL$30,245.00 $26,110.00 $27,530.00 $43,470.00 $43,470.00BASE BID PLUS ALT TOTAL$241,090.00 $270,110.00 $317,245.00 $395,631.25 $395,631.25Engineer Estimate Divine Designs General Contracting LLC Albrecht Company Parkstone Contracting, LLC Urban CompaniesPage 72 of 84 Page 73 of 84 The Elk River Vision A welcoming community with revolutionary and spirited resourcefulness, exceptional service, and community engagement that encourages and inspires prosperity Request for Action To Parks and Recreation Commission Item Number 8.1 Meeting Date September 11, 2024 Prepared By Joe Stremcha, Business Services Director/Assistant City Administrator Item Description Disc Golf Site Tour Recap Reviewed by Jeff Shelby Joe Stremcha Action Requested Discuss the Disc Golf Site tour and consider next steps. Background/Discussion City staff and Parks and Recreation Commissioners will be touring the following Meadowvale Heights Park and Burr Oak on Tuesday, September 10 at 6:00 PM. We anticipate about an hour at each location. Financial Impact None. Mission/Policy/Goal Opportunity to live, work, and play. Attachments 1. Meadowvale Beacon with Scale 2. Meadowvale Heights Park Parcel Map 3. Burr Oaks Beacon with Scale 4. Burr Oak Parcel Map Page 74 of 84 Sherburne County, MN Developed by Parcel ID 75-00553-0040 Sec/Twp/Rng 29-33-26 Property Address 13170 196TH AVE NW ELK RIVER Alternate ID n/a Class 776-Municipal - All Other Acreage 40.94 Owner Address CITY OF ELK RIVER PARK 13065 ORONO PKWY ELK RIVER MN 55330 District ELK RIVER CITY Brief Tax Description n/a (Note: Not to be used on legal documents) Disclaimer: Every attempt has been made to ensure that the information contained on this web site is valid at the time of publication. Sherburne County reserves the right to make additions, changes, or corrections at any time and without notice. Additionally, Sherburne County disclaims any and all liability for damages incurred directly or indirectly as a result of errors, omissions or discrepancies and is not responsible for misuse or misinterpretation. Data is updated periodically. For the most current information contact the appropriate county department. Disclaimer for St Cloud Parcels: Sherburne County information about St Cloud properties are limited to classication and value. Any questions regarding additional information please contact the City of St Cloud's assessor ofce. Date created: 9/6/2024 Last Data Uploaded: 9/6/2024 8:37:33 AM 590 ft Overview Legend Public Water Inventory Not Classied General Development Natural Environment Recreational Development Sections Quarter Sections Parcels Streams Page 75 of 84 Page 76 of 84 Sherburne County, MN Developed by Parcel ID 75-00694-0070 Sec/Twp/Rng 8-33-26 Property Address Alternate ID n/a Class 776-Municipal - All Other Acreage 25.9 Owner Address CITY OF ELK RIVER 13065 ORONO PKWY NW ELK RIVER MN 55330 District ELK RIVER CITY Brief Tax Description n/a (Note: Not to be used on legal documents) Disclaimer: Every attempt has been made to ensure that the information contained on this web site is valid at the time of publication. Sherburne County reserves the right to make additions, changes, or corrections at any time and without notice. Additionally, Sherburne County disclaims any and all liability for damages incurred directly or indirectly as a result of errors, omissions or discrepancies and is not responsible for misuse or misinterpretation. Data is updated periodically. For the most current information contact the appropriate county department. Disclaimer for St Cloud Parcels: Sherburne County information about St Cloud properties are limited to classication and value. Any questions regarding additional information please contact the City of St Cloud's assessor ofce. Date created: 9/6/2024 Last Data Uploaded: 9/6/2024 8:37:33 AM 295 ft Overview Legend Public Water Inventory Not Classied General Development Natural Environment Recreational Development Sections Quarter Sections Parcels Streams Page 77 of 84 Page 78 of 84 The Elk River Vision A welcoming community with revolutionary and spirited resourcefulness, exceptional service, and community engagement that encourages and inspires prosperity Request for Action To Parks and Recreation Commission Item Number 8.2 Meeting Date September 11, 2024 Prepared By Joe Stremcha, Business Services Director/Assistant City Administrator Item Description ECC Solar Trail Lighting and Other Cooperative Efforts Reviewed by Jeff Shelby Joe Stremcha Action Requested Energy City Commissioners will attend to present ideas for a solar trail lighting project and other cooperative efforts/projects in the future. Background/Discussion The Energy City Commission consists of up to eleven members appointed by the City Council. Terms are three years beginning on the first day of March; however, members shall hold office until their successors have been appointed. Members shall consist of one representative of the following: City Council/Economic Development Authority, Elk River Municipal Utilities, and Elk River Chamber of Commerce. Members shall also consist of one representative designated by a school located in Elk River, and up to seven representatives from energy-related businesses, which can include consultants, manufacturers, technology, environmental, energy producers, and/or energy providers. Members shall also consist of commercial or residential customers (representatives must receive at least one city service- water, sewer, trash collection, or electric delivery); or non-profit organizations (this can include schools, youth organizations, or businesses as determined by the city council). Each Commission member is also involved with at least one subcommittee: Visionary, Energy Design, Sustainable Living, Demonstration. Financial Impact None. Mission/Policy/Goal Work with citizens to achieve goals. Attachments None Page 79 of 84 The Elk River Vision A welcoming community with revolutionary and spirited resourcefulness, exceptional service, and community engagement that encourages and inspires prosperity Request for Action To Parks and Recreation Commission Item Number 8.3 Meeting Date September 11, 2024 Prepared By Joe Stremcha, Business Services Director/Assistant City Administrator Item Description Horse Usage in Parks and Trails Reviewed by Jeff Shelby Joe Stremcha Action Requested Discuss concerns related to horses utilizing city parks and trails. Background/Discussion Horses can damage park land, trails, and create safety issues. Financial Impact None. Mission/Policy/Goal Work with citizens to achieve goals. Attachments None Page 80 of 84 The Elk River Vision A welcoming community with revolutionary and spirited resourcefulness, exceptional service, and community engagement that encourages and inspires prosperity Request for Action To Parks and Recreation Commission Item Number 9.1 Meeting Date September 11, 2024 Prepared By Jeff Shelby, Recreation Manager Item Description Parks and Recreation Manager Update Reviewed by Jeff Shelby Joe Stremcha Action Requested None Background/Discussion None Financial Impact None Mission/Policy/Goal Opportunity to live, work, and play. Attachments 1. 09-11-2024 Parks and Recreation Manager Report Page 81 of 84 Memorandum To: Parks and Recreation Commission From: Jeff Shelby, Parks and Recreation Manager Date: September 11, 2024 Subject: Parks and Recreation Staff Report This report is a monthly highlight of department activities related to recent collaborations, strategic planning, staff changes/developments, and park operations. Farmers Market The market continues outdoors through October 10th and registration is now open for the indoor market, which will take place the first Thursday of the month at the YMCA beginning in November and running through May. Upcoming Events We have several upcoming events sponsored by outside groups. The Thumbs Up 5K/10K at Orono Park will be held September 21st. The Just for Kix Walkathon will be held September 23rd at Woodland Trails. The Veterans Resilience Project will be holding their yard games event at Lion John Weicht Park on September 28th. Parks Derek Burchill completed the beginning skills area at Hillside. The area has already seen quite a bit of use from both kids and adults and the area has received very positive feedback. Karen met with FMR, Commissioner Stewart, Jeff Anderson, and Amy Larson about incorporating work being done at Houlton to continue at Bailey and about future work to be done at Bailey. Senior Activity Center The senior center had 567 Members as of September 3rd. The average daily attendance for August was 70 people. The August entertainment program with a musical ventriloquist was a hit with members. The August trip was a day trip with Al and Alma’s boat tours on Lake Minnetonka. The center also had a solar system ambassador from NASA provide a presentation on solar eclipses and that was very well received. Both pool tables were just recovered and the rails on both were also restored. Fall Programs Adult fall softball is in full swing, and we anticipate wrapping up the season in early October. Women’s volleyball starts on the September 16th and the league is close to being full with 16 teams. We are still seeking a few more teams for our first season of co-ed fall volleyball. Fall field usage is also very busy right now. We have youth softball/baseball, flag football, and youth tackle football all using fields around the field. The USSSA State Softball Tournament will once again be in Elk River on October 4-6 at the PT Complex. Page 82 of 84 MRPA Conference Warren and Jeff will be attending the Minnesota Recreation and Park Association annual conference September 25- 27 in Mankato. This conference is an excellent opportunity to network with other professionals around the state and learn about new trends and ideas to bring back to our department. We also earn continuing education credits for our Certified Parks and Recreation Professionals (CPRP) certification. Play My Way Staff attended five city events over the summer to promote the survey as well as interact with youth and families to have them “vote” in person on sandwich boards with photos of potential equipment for future playgrounds. The program was well received by the public who thanked staff for asking for the “users” input. There are also three 3rd grade classes at Parker Elementary and one 1st grade class at Twin Lakes Elementary that are participating in completing the “Creator Packets” that kids can either draw or cut and paste playground pieces on. Staff will pick up the packets at the end of the month. The online survey also closes on September 30th. The communications team for the city will gather the results and put together a summary which will be presented in November to the Commission. Bradford Park The Bradford Park development continues to move forward and will be incorporating the commission’s recommendation to provide for the full trail around the water feature within the development. The developer plans to break ground and begin construction in 2025. Athletic Complex Framework Plan Per the Commission’s discussion last month, the framework plan is being updated to reflect the new name of the plan and to include the requested sound barrier. The updated plan will be brought back to the Commission for review this fall. Protective Netting at Elk River Golf Club The city has been made aware of the protective netting issue at Elk River Golf Club as it relates to the parking area at Woodland Trails. The planning department is reviewing the golf course’s CUP to determine if the netting meets the requirements of the CUP and what course of action should be taken. Page 83 of 84 Page 84 of 84