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HomeMy WebLinkAbout2025.04.10 PCAPCITY COUNCIL MEETING City Hall Council Chambers April 10, 2025 AGENDA 1. Call to Order - 6:30 p.m. 2. Roll Call 3. Approval of Agenda a. Motion to Approve Regular Meeting Agenda for April 10, 2025 4. Approval of Meeting Minutes a. Approval of Minutes 5. Chairperson's Explanation 6. Planning Commission Items a. Planning Commission Application No. 2025-002 (PUBLIC HEARING) 7. Discussion a. City Council and Planning Commission Updates b. 2025 Legislative Update 8. Adjournment Page 1 of 228 Council Regular Meeting DATE: 4/10/2025 TO: City Council FROM: Ginny McIntosh, Planning Manager THROUGH: BY: Shannon Pettit, Deputy City Clerk SUBJECT: Approval of Minutes Requested Council Action: - Motion to approve the following minutes: • January 30, 2025, Special Session • February 13, 2025, Regular Meeting Background: Budget Issues: Inclusive Community Engagement: Antiracist/Equity Policy Effect: Strategic Priorities and Values: ATTACHMENTS: 1. 20250130 PC unapprove 2. 20250213 PC unapprove Page 2 of 228 PC Minutes 1-30-25 -1- DRAFT MINUTES OF THE PROCEEDINGS OF THE PLANNING COMMISSION SPECIAL SESSION OF THE CITY OF BROOKLYN CENTER IN THE COUNTY OF HENNEPIN AND THE STATE OF MINNESOTA JANUARY 30, 2025 1. CALL TO ORDER The Planning Commission meeting was called to order by Chair Koenig at 7:03 p.m. 2. ROLL CALL Chair Alexander Koenig, Vice Chair Stephanie Jones, and Commissioners Paris Dunn, Randy Christensen, Stan Leino, and Stephen Schonning were present. Planning Manager Ginny McIntosh, Associate Planner Krystin Eldridge, City Attorney Siobhan Tolar, and City Clerk Barb Suciu were also present. 3. APPROVAL OF AGENDA – JANUARY 30, 2025 There was a motion by Commissioner Leino, seconded by Commissioner Christensen, to approve the agenda for the January 30, 2025 Special Session meeting as presented. Voting on the motion: Chair Koenig and Commissioners Christensen, Schonning, Jones, Dunn, and Leino voted aye. The motion passed unanimously. 4. ELECTION OF PLANNING COMMISSION CHAIRPERSON FOR YEAR 2025 There was a motion by Commissioner Leino seconded by Commissioner Jones, to nominate Commissioner Koenig to serve as Chairperson. There was a motion by Commissioner Christensen to nominate Commissioner Christensen to serve as Chairperson. The motion failed. There was a motion by Commissioner Leino, seconded by Commissioner Christensen, to close all nominations. Voting on the motion: Chair Koenig and Commissioners Christensen, Schonning, Jones, Dunn, and Leino voted aye. The motion passed unanimously. Planning Manager Ginny McIntosh stated there is a nomination for Commissioner Koenig to serve as 2025 Chairperson. Voting on the nomination: Chair Koenig and Commissioners Christensen, Schonning, Jones, Dunn, and Leino voted aye. The motion passed unanimously. Page 3 of 228 PC Minutes 1-30-25 -2- DRAFT There was a motion by Commissioner Christensen seconded by Commissioner Leino, to accept the Results and Election of Chair for Year 2025. Voting on the motion: Chair Koenig and Commissioners Christensen, Schonning, Jones, Dunn, and Leino voted aye. The motion passed unanimously. Chair Koenig thanked the Commission for their votes. 5. APPOINTMENT OF 2025 VICE CHAIR BY PLANNING COMMISSION CHAIRPERSON Chair Koenig asked if anyone was interested in serving as Vice Chair. Commissioner Christensen confirmed he was interested. Chair Koenig asked who has time in their schedule to serve in the position. Commissioners Christensen and Jones confirmed they both have free time. Chair Koenig stated the Commission is regularly truant, but it is an important advisory body to the City Council. Commissioner Christensen stated he has served as Chair, Vice Chair, and Commissioner. His schedule is flexible, and he is regularly available. Commissioner Jones stated she has served as Vice Chair and has been on the Planning Commission since 2020. She added her availability is the same as it has been. Chair Koenig appointed Commissioner Jones as Vice Chair for 2025. 6. CHAIR’S EXPLANATION Chair Koenig explained the Planning Commission’s role as an advisory body. One of the Commission’s functions is to hold public hearings. In the matters concerned in these hearings, the Commission makes recommendations to the City Council. The City Council makes all final decisions in these matters. 7. PLANNING APPLICATION ITEMS 7a. An Ordinance Adopting Comprehensive Amendments to Chapter 35 of the City Code of Ordinances Relating to Adult-Use Cannabis (PUBLIC HEARING) Summary: The City of Brooklyn Center is requesting comprehensive amendments to Chapter 35 of the City Code of Ordinances (Unified Development Ordinance) regarding the regulating of cannabis businesses within the City of Brooklyn Center. These Page 4 of 228 PC Minutes 1-30-25 -3- DRAFT amendments include the incorporation of a new section that establishes zoning regulations for Adult-Use Cannabis businesses, definitions, an Adult-Use Cannabis Allowable Use Table, performance standards, and direction on temporary Cannabis events. Associate Planner Krystin Eldridge explained in July 2022, Minnesota legalized the sale of products containing cannabinoids derived from hemp, for consumers aged 21 or older to purchase products containing THC derived from hemp. Brooklyn Center currently has 16 businesses registered for the sale of hemp-derived cannabinoids, including two municipal liquor stores and the golf course. Ms. Eldridge added in May 2023, the State of Minnesota passed the Adult Use Cannabis Act, legalizing the possession, use, and growth of recreational marijuana for individuals aged 21 and older. Additionally, the State established the Office of Cannabis Management (OCM) to create statute and licensing processes. Ms. Eldridge stated the OCM regulates the cannabis industry Statewide and provides guidance on the standards for the State. The OCM requires all cannabis and Lower Potency Hemp Edible (LPHE) businesses to obtain a license once the State of Minnesota has established the licensing process. The OCM includes the Division of Medical Cannabis which operates the medical cannabis program and the Division of Society Equity, which promotes development, stability, and safety in communities that have experienced a disproportionate, negative impacts from cannabis prohibition and usage. Ms. Eldridge noted the OCM also governs the application and licensing process for cannabis and hemp businesses, including the specific requirements for each type of license and their respective business activities, conducts enforcement and inspection activities across Minnesota cannabis and hemp industries, and notifies local governments of a license application to check for zoning compliance. Ms. Eldridge stated the OCM released the Local Guide for Adult-Use Cannabis. However, it continues to be revised as recently as January 6, 2025. Other potential impacts to City Code Chapters include Chapters 23, 11, 13, and 19. Ms. Eldridge stated the OCM is in a public comment period for the Rulemaking Draft until February 12, 2025. The Social Equity Verification deadline is January 30, 2025. All applicant windows open on February 18, 2025. Licenses will be approved in May or June of 2025. There are multiple Chapters of City Code that will be impacted. Ms. Eldridge noted the timeline keeps changing. Originally, folks could apply for a license on January 1, 2025. However, many applications were rejected because the standards changed. Ms. Eldridge stated a public hearing notice was published in the Sun Post on January 16, 2025. A special session and public hearing will be held at the present hearing. The first reading for City Page 5 of 228 PC Minutes 1-30-25 -4- DRAFT Council is planned for February 10, 2025. The second reading is planned for February 24, 2025. The summary publication will be in the Sun Post on February 27, 2025, and the notice of publication will be in the Sun Post on March 6, 2025. Then, on April 5, 2025, the new adult-use cannabis ordinance language would be in effect. Ms. Eldridge pointed out local governments may not issue outright bans on cannabis businesses, or limit operations in a manner beyond what is provided by a state law. Local governments may limit the number of retailers and microbusinesses with retail endorsements, but in no case can there be less than one retail location per 12,500 residents. As the City of Brooklyn Center has 33.982 residents per the 2023 Minnesota Demographer Estimates, the City would be expected to provide for at least three of these license types. Ms. Eldridge added that cannabis retail sales must be in standalone shops as the primary use and cannot be accessory to another use. Ms. Eldridge stated through land use and zoning, the City could identify with zoning districts cannabis businesses may operate within. The OCM released a Guide for Local Governments on Adult-Use Cannabis which provides some direction on where certain license types might be located in a community, and a table of “comparable districts,” as well as certain “municipal considerations,” such as potential nuisances like odors, security, transportation, on-site consumption, and fleet vehicle storage. Ms. Eldridge stated the City also has the option to establish buffer zones between cannabis businesses and sensitive locations such as schools, daycares, residential treatment facilities, or public park attractions regularly used by minors, including playgrounds and athletic fields. There are maximum amounts allowed for the buffers. A jurisdiction can adopt buffer requirements that prohibit the operation of a cannabis business within certain distances of other uses. Terms of measurement are not provided for but should use a measuring system consistent with the rest of its ordinances. Ms. Eldridge stated schools have a maximum of 1,000 feet, daycares have a maximum of 500 feet, residential treatment facilities have a maximum of 500 feet, and public park attractions regularly used by minors, including playgrounds and athletic fields have a maximum of 500 feet. Ms. Eldridge explained residential treatment facilities are defined under Minnesota Statutes 245.462 subd. 23, and are defined as a “24-hour-a-day program under the treatment supervision of a mental health professional, in a community residential setting other than an acute care hospital or regional treatment center inpatient unit, that must be licensed as a residential treatment program for adults with mental illness under chapter 245I, Minnesota Rules, parts 9520.0500 to 9520.0670, or other rules adopted by the commissioner.” Ms. Eldridge stated there was a Work Session on November 24, 2024, about the process of addressing the legalization of adult-use cannabis. The locally enacted moratoria on the operations of cannabis businesses expired on December 31, 2024. With a new lottery expected to take place in May or June 2025, it is in the City’s best interest to finalize a regulatory structure and registration Page 6 of 228 PC Minutes 1-30-25 -5- DRAFT process as soon as possible to be in compliance once applicants become eligible to operate under their new licenses. Ms. Eldridge pointed out that the Planning Commission and City Council shall review the necessary submittal requirements, facts, circumstances of the proposed amendment, and make a recommendation and decision on the amendment based on consideration of certain criteria and policies. Ms. Eldridge added City Staff and the City Attorney compared uses and districts in the current Allowed Use Table. City Staff has contacted the OCM to clarify districts that allow cannabis education as the City currently has a cannabis college. She showed the existing Adult Use Cannabis Allowable Use Table. Ms. Eldridge explained Staff is requesting direction regarding buffers for schools, daycares, park attractions, residential treatment facilities, and other cannabis businesses. There is also proposed amendments related to lighting, odor control, cultivation, and security. Ms. Eldridge pointed out a Work Session was held with City Council on November 25, 2024. The discussion highlighted many of the same items outlined in the Staff report including questions around the desire for Adult-Cannabis businesses, buffering, and municipal registration. The general impression by City Staff was that the Council wanted maximum separation from schools, daycares, play areas, and residential treatment centers, but that the City should have a more nuanced approach if and when adult-use cannabis businesses are considered for operation in Brooklyn Center. Ms. McIntosh noted there is a public hearing to address. OPEN TO PUBLIC COMMENTS – ORDINANCE ADOPTING COMPREHENSIVE AMENDMENTS TO CHAPTER 35 OF THE CITY CODE OF ORDINANCES RELATING TO ADULT-USE CANNABIS There was a motion by Commissioner Dunn, seconded by Commissioner Schonning, to open the public hearing on an Ordinance Adopting Comprehensive Amendments to Chapter 35 of the City Code of Ordinances Relating to Adult-Use Cannabis. Voting on the motion: Chair Koenig and Commissioners Christensen, Schonning, Jones, Dunn, and Leino voted aye. The motion passed unanimously. Nahid K. asked what a mezzo-business is. She also asked if the City’s liquor store business counts as one of the three businesses in Brooklyn Center. Chair Koenig pointed out there wasn’t anyone else present for comment. MOTION TO CLOSE PUBLIC COMMENTS (HEARING) Page 7 of 228 PC Minutes 1-30-25 -6- DRAFT There was a motion by Commissioner Leino, seconded by Commissioner Schonning, to close the public hearing on an Ordinance Adopting Comprehensive Amendments to Chapter 35 of the City Code of Ordinances Relating to Adult-Use Cannabis. Voting on the motion: Chair Koenig and Commissioners Christensen, Schonning, Jones, Dunn, and Leino voted aye. The motion passed unanimously. Ms. McIntosh explained a mezzobusiness may grow, make, sell, and buy cannabis, lower-potency hemp edibles, and hemp-derived consumer products. Each license type has different capabilities and restrictions. Ms. McIntosh added the OCM has released language regarding municipal licensure counting toward the City’s total, and a municipal store does not count toward the Brooklyn Center’s required minimum of three. Commissioner Leino pointed out that some cities like Lexington or Circle Pines have relied on similar Statutes to only offer a municipal liquor store. However, that cannot be done per the OCM. Ms. McInotsh confirmed that was correct. Chair Koenig noted the City website says 33,000 live in Brooklyn Center. Ms. McIntosh stated every 12,5000 residents require a cannabis retail store. At 25,000 people, there would need to be two stores. The City is essentially rounding up to the next level. Chair Koenig asked if there is a legal issue with rounding up. City Attorney Siobhan Tolar stated there is no legal issue with rounding up. Chair Koenig asked how buffering measurements would work for parks and what other substance regulations there are in the parks. He recalled a previous restriction on cannabis use. Ms. Eldridge stated there is an ordinance that says you may not smoke marijuana in the parks. Ms. McIntosh noted there is a current State Statute, namely 152, that will be sunsetting. Chair Koenig pointed out cannabis sales already exist. The change is allowing the sale of smokeable marijuana. Ms. Tolar added there is a different product ultimately, which is a derivative of the marijuana leaf. Ms. McIntosh noted Ordinance 2023-05 prohibits use of cannabis and hemp products in public places. There are references to Statutes 342 and 152. The definition of public place pulls from Statute 152 which will be sunsetting. The Ordinance will need to be amended in light of the sunsetting Statute. Chair Koenig stated they don’t want smoking outside of the City Hall or near homes with children. Chair Koenig explained the buffering measures are unclear with respect to distancing in parks and from park amenities. Ms. Tolar stated she has advised Staff that all buffer measurements be done Page 8 of 228 PC Minutes 1-30-25 -7- DRAFT consistently. As it stands, the measurements are typically from the main entrance of a building with a buffered use. Commissioner Christensen stated the definition within a park starts with a buffer measurement from the attraction area such as a playground. Ms. McIntosh pointed out schools have larger buffers because there are a number of attractions that could be counted. She explained Ms. Eldridge has worked with GIS personnel to create maps of potential buffers. Not every playground or baseball field was marked due to time constraints. She showed a map with potential buffers. Chair Koenig stated there is a segment of the population that has an issue with any sort of cannabis use, and then there is a segment of the population that does not take issue with cannabis use. They need to find a happy medium to appease most residents. Commissioner Christensen noted cannabis smoke has been determined to be a nuisance per definitions at the State level. The decision allows folks to sue another for the nuisance. The issue particularly applies to multi-family living spaces. The concept may impact public spaces. Ms. Tolar stated smoking weed is allowed in private homes per State Statute. Commissioner Christensen stated the Statute doesn’t allow for folks to smoke marijuana in multi-family spaces because marijuana smoke is a nuisance. Commissioner Leino noted the buffer zone can be dicey, but it isn’t too problematic. Other areas have implemented similar buffers without issue. Law enforcement is still pulling people over for driving under the influence and prosecutors have their own issues. The Planning Commission only needs to comment on public space restrictions. He himself has a neighbor who smokes marijuana in the front yard, but he doesn’t feel the need to sue others for being a nuisance. Ms. McIntosh stated Brooklyn Center must allow for three retailers. However, the City doesn’t have the responsibility to recruit businesses if fewer than three are interested. Commissioner Dunn asked if the proposed Ordinance is just for Brooklyn Center or if it would apply to Brooklyn Park as well. Ms. Tolar stated Brooklyn Park has their own process and ordinances. Commissioner Leino stated the City cannot overtly prohibit cannabis retailers, nor can it severely limit the possible locations for said retailers. Ms. McIntosh confirmed that was correct. Ms. McIntosh added if a buffered use moved in near a cannabis retailer, it wouldn’t force the cannabis retailer to move. On the flip side, if a new school was set up in a particular area, it would inhibit any cannabis retailers from going into the same area. Page 9 of 228 PC Minutes 1-30-25 -8- DRAFT Commissioner Leino noted the buffer of 1,000 feet covers a lot of the map area. He clarified they are discussing buffers for adult-use cannabis businesses instead of consumption and use. Ms. McIntosh confirmed that is correct. Ms. McIntosh pointed out the map isn’t detailed enough to distinguish daycares from schools or other buffered uses. The ordinance may implement different buffers for each use. Commissioner Leino stated he wouldn’t want a cannabis retailer near his child’s daycare or even near faith uses. Some folks may dislike cannabis retailers, but it cannot be completely outlawed. Ms. McIntosh stated the OCM provides maximum buffers for different entities. The maximum for schools is 1,000 feet while the maximum for other locations is 500 feet. There is also an option to require spacing between cannabis retailers. Ms. McIntosh added there is a cannabis college that meets in Brooklyn Center, which may also need consideration in terms of ordinances. Commissioner Dunn asked if Brookdale is a potential option, referring to the area near the previous Walmart building. Ms. McIntosh explained Shingle Creek Crossing has a Planned Unit Development (PUD) that prohibits cannabis retailers. It could be amended if approved by the anchor tenant. Ms. Eldridge stated the side of Brooklyn Boulevard with Arby’s and Bremer Bank doesn’t have the same restrictions. Ms. McIntosh added the Cub Foods area is also outside of the PUD. She showed the Cub Foods area on the map. Royal Tobacco is already in that area. Commissioner Leino stated the Commission wants buffers from children’s spaces. However, the spacing requirements between cannabis retailers doesn’t seem as important. Businesses will space themselves out to avoid competition. Commissioner Schonning asked if the City still owns land near Top Golf. Ms. McIntosh stated the City does still own land near Top Golf. However, Staff is working on a purchase agreement for that property. Plus, there is a PUD in that area. Commissioner Schonning stated the maximum buffers seem rather restrictive and may only allow for one or two retail spaces. It is unfortunate the City won’t be receiving any financial benefit for cannabis retailers. They have to pay for enforcement efforts. Ms. McIntosh noted Governor Walz released a statement recently. A portion of the 2023 proposal would have provided financial benefits to cities. However, that one is no longer in place. There is a pending proposal for all proceeds to go into the State’s general fund. Commissioner Christensen asked if the Commission has a preference on buffers. Chair Koenig stated the maps are difficult to navigate because the various uses aren’t separated. Page 10 of 228 PC Minutes 1-30-25 -9- DRAFT Commissioner Jones asked what is happening with the liquor store that is already selling cannabis. Ms. McIntosh stated the question related to municipal stores is if it counts against the minimum requirement of three cannabis retailers. The municipal store would not count toward the minimum three retailers. The other consideration is that cannabis retailers must sell cannabis as a primary business rather than an accessory. When applied to the municipal liquor stores, it would require that there be a separate space, lease, and employees should there be municipal cannabis sales. Commissioner Jones stated Brooklyn Center is already selling cannabis in municipal stores. Ms. Tolar stated they are selling LPHE which is different than adult-use cannabis. LPHE includes edibles or THC beverages. It can be thought of similarly to the 3.2 liquor restrictions. Commissioner Jones asked if residential group homes are included in the definition of residential treatment facilities. Ms. Eldridge stated residential group homes do not count as a residential treatment facility. There is only one residential treatment facility in Brooklyn Center that meets the definition. Ms. McIntosh added group homes is a general term for a variety of facility types. Ms. Tolar stated a goal of the State Statute is to provide guidance to local jurisdictions. Cities are now allowed to zone out the use. Chair Koenig agreed the Commission isn’t reinventing the wheel. Commissioner Leino stated the most serious restrictions for buffers may open Brooklyn Center up to a lawsuit for being overly restrictive. A 1,000-foot buffer is too large, but a 500-foot buffer is reasonable. Ms. McIntosh clarified the map of 1,000-foot buffers was from all restricted areas, although it is only allowed at schools. Ms. McIntosh asked how the City can protect themselves should several license applications come in without a buffer in place. Ms. Tolar stated the City only has to allow three cannabis retailers. Ms. McIntosh asked if the buffers can be amended in the future. Medical cannabis is another consideration. Ms. Tolar stated the City can avoid buffers and implement them later on. Alternatively, the City could be more restrictive and amend them later on. Ms. Tolar stated she wouldn’t recommend maximum buffers or zero buffers. Commissioner Christensen asked how many schools there are. Ms. McIntosh pointed out that 30 percent of Brooklyn Center’s population is under 18. With tobacco, a majority of people who become addicted do so before the age of 21. Brooklyn Center has a lot of school districts and charter schools. There are also a lot of daycares because 10 percent of the population in Brooklyn Center is under five. Commissioner Christensen asked how many schools, daycares, playgrounds, and similar sites are in Brooklyn Center. Ms. McIntosh stated there are a lot. As it stands, there could be a cannabis use near Cub Foods and near 69th in the commercial corridor. There is another strip mall that may be an option, but the distancing from the park needs to be considered. Page 11 of 228 PC Minutes 1-30-25 -10- DRAFT Ms. Eldridge noted the buffers could be as small as 250 feet. Ms. McIntosh noted other cities have different considerations. For example, Minneapolis has smaller block sizes. Brooklyn Center is mostly suburban in design. Commissioner Jones asked if the Commissioners have access to the map. Ms. McIntosh stated she would share it with the Commission. Commissioner Dunn asked if there could be a cannabis retailer near the past Target site. Ms. McIntosh stated there is a daycare center going into the area near the Target site. Chair Koenig asked if the language is legally sound to avoid any backdoors to more than three cannabis retailers in the City. Ms. Tolar stated the minimum of three is State law. Ms. Tolar reminded the Planning Commission the limit of three is only for retail licenses and not for other cannabis-based businesses. Commissioner Christensen asked if there is a five-acre lot available for outdoor growing of cannabis. Ms. Tolar stated an outdoor cannabis farm is not allowed in Brooklyn Center. Ms. McIntosh stated there could be indoor facilities that use lights to grow. More industrial sites are likely to be used. Transit-oriented development, such as the Sears site, allows for indoor cultivation as a conditional use. Ms. Tolar asked for the Planning Commission to reach a consensus. The longer they wait, the less likely the City is to regulate cannabis retailers. Commissioner Jones stated she would support a buffer of 400 feet except for 500 feet around schools. Commissioner Dunn noted he would prefer the maximum buffers. Once it is purchased, it can be smoked anywhere. Commissioner Jones stated they aren’t deciding where cannabis can be smoked. Commissioner Dunn stated the farther away the retailer is from a park, the less likely they are to smoke at a park. Commission Schonning stated he doesn’t want to back the City into a corner by limiting the locations a cannabis retailer could set up business. The City would be protected with flexibility. He noted he is in recovery and attends meetings. They know no buffer is going to stop someone from using if they want to. Commissioner Leino stated he would prefer 400-500 feet for the buffers. Commissioner Leino noted his agreement with Commissioner Jones. Page 12 of 228 PC Minutes 1-30-25 -11 - DRAFT Commissioner Christensen stated he would like 700 feet for schools, 400 for daycares, 300 for treatment facilities, and 400 for the parks. Heeding the advice of Counsel, he doesn’t want to do the minimum or the maximum. He offered to be flexible for schools. However, it is the main entrance for schools that are measured rather than attractions. Commissioner Jones noted there is protection for the schools because businesses can’t be in residential areas. Commissioner Dunn stated he doesn’t want anything less than 500 feet. Ms. McIntosh noted the Planning Commission has reached consensus to have some sort of buffer implemented. She asked if the Commission would be interested in allowing more than three retailers. Commissioner Schonning stated the City isn’t supported to provide administrative and enforcement Staff time. Therefore, he wouldn’t support more than three retailers. Commissioner Leino stated it will likely be a successful business opportunity. However, he doesn’t want it to be an open season with several cannabis businesses. In ten years, they may look back on the decision and have qualms either way. He added he is hopeful it will be a positive business opportunity, and he doesn’t want to corner the City one way or another. Commissioner Christensen asked how the revenue will impact the City’s finances. Ms. McIntosh stated she doesn’t know that information. Chair Koenig asked for the Commissioners to provide feedback for City Council with respect to how many adult-use cannabis retailers they are comfortable with. Commissioner Leino stated he doesn’t want to open the floodgates until they see how businesses impact the City. Plus, some businesses are going to fail. He doesn’t want to open storefronts or to oversaturate the market. Chair Koenig noted that by placing a cap of no more than the minimum necessary, the City could always re-assess and elect to open up additional adult-use cannabis retailers once we have a better sense of the business operation. Commissioner Dunn noted the City has to have a minimum of three retailers. He explained he has family in Colorado, and they have seen cannabis businesses thrive while the neighborhoods did not. Commissioner Christensen added Brooklyn Center will have to compete with Minneapolis for business. There isn’t a lot of space in Brooklyn Center for cannabis retailers anyway. Brooklyn Center isn’t going to become the cannabis capital of Minnesota. Page 13 of 228 PC Minutes 1-30-25 -12- DRAFT Ms. McIntosh pointed out the cultivator license type allows for growing, packaging, and sales to businesses. They can do a number of agricultural actions for hemp or hemp plant parts, and it is likely to be in commercial or industrial areas. She asked if the Planning Commission would like Transit-Oriented Development (TOD) to allow for cannabis cultivation. The former Sears site will likely become TOD, and it consists of 15 acres. It is also a conditional use in the Neighborhood Mixed-Use area which is residential. Commissioner Christensen stated he would support indoor cultivation. Commissioner Jones stated it doesn’t matter either way. Commissioner Christensen pointed out TOD requires a Conditional Use Permit for cannabis cultivation and would be reviewed by the Council for approval. Ms. McIntosh confirmed that was correct. However, there would need to be clear reasons to deny a CUP. Many licenses can be tied to cultivation. The Opportunity Site, Sears site, and Xerxes allow for cultivation. Commissioner Dunn asked if the cultivation sites could offer retail sales. Ms. Tolar stated it is likely the cultivation license would allow for retail sales. Ms. McIntosh noted the OCM mentions cultivator sites must consider odor, transportation, water and energy usage, and security. Commissioner Dunn stated they must have at least three retailers, the option for the municipal retailer, cultivators, and other license types. Ms. McIntosh confirmed the minimum of three retailers only applies to retail sites. Ms. McIntosh asked if the Planning Commission wanted to limit the locations of other license types. Commissioner Jones stated the City should limit locations of other license types. Commissioner Christensen asked if there is a minimum only for retailers. Ms. McIntosh stated there is no limit for cultivators, manufacturers, wholesalers, transporters, testing facilities, delivery services, medical cannabis combination business, medical cannabis retailer, LPHE retailer, and LPHE manufacturer. Commissioner Christensen asked if the buffers are only for retailers. Ms. McIntosh stated the buffers are for cannabis businesses, which is all aforementioned business types. Ms. McIntosh showed examples of the Industrial and Mixed-Use Business (MXB) zones on the map. Commissioner Christensen stated the cannabis cultivator use would require a PUD. Ms. McIntosh confirmed that was correct and explained there would be conditions imposed to allow it. For example, it may require extensive odor mitigation. Page 14 of 228 PC Minutes 1-30-25 -13- DRAFT Ms. Tolar asked if the Commission wants the cannabis business use to be limited in the Industrial and MXB areas. Chair Koenig stated the Commission doesn’t want cannabis businesses to be in TOD areas. Ms. McIntosh noted the Planning Commission reached consensus to remove cultivation from commercial and mixed-use zones and only be a conditional use in nonresidential areas because of the odor. Ms. Tolar pointed out manufacturing, processing, and extracting license is currently permitted. She asked if those operations should also be a conditional use because there are the same concerns with odor, water usage, and security. The Planning Commission agreed manufacturing should only be a conditional use in nonresidential areas. Ms. McIntosh noted LPHE manufacturing is allowed in nonresidential areas. Ms. Tolar stated she doesn’t know if they have the same process with the space requirements and chemicals. Commissioner Christensen confirmed LPHE manufacturing is not a concern. Ms. McIntosh confirmed cultivation and manufacturing would only be a conditional use in MXB and Industrial nonresidential zones. Ms. McIntosh asked if the Planning Commission has an opinion on cannabis colleges. Ms. Tolar stated it depends on the primary purpose of the college. It may only be educational. Commissioner Christensen stated the growth for the cannabis college grows cannabis to educate rather than sell. Ms. McIntosh noted there used to be a list of courses on the website, but they have been removed. The OCM may have contacted them. The college may be going the newsletter route rather than the online courses. Her guess is it would have been interpreted as an educational use, but such a use isn’t allowed in the industrial area in which it is located. Commissioner Jones asked if it could be in a retail space. Ms. McIntosh stated there are a number of businesses such as LPHE. Ms. McIntosh showed on the map where the cannabis college is located. Chair Koenig noted it is near the Caribou. Ms. McIntosh stated the City doesn’t have much direction from the OCM on the topic of a cannabis college. Commissioner Jones asked if they could operate a retail space at their current location. Ms. McIntosh pointed out there isn’t any parking at the site. Page 15 of 228 PC Minutes 1-30-25 -14- DRAFT Ms. Tolar noted the Commission could wait to discuss the cannabis college. Chair Koenig and Commissioner Dunn agreed. Ms. McIntosh stated Staff is seeking the Commission’s input and recommendation for approval of the amendments to Chapter 35 of the City Code related to adult-use cannabis. Commissioner Christensen noted the existing City rules do not allow for marijuana cultivation. However, the State allows cultivation in certain scenarios. Ms. McIntosh stated Staff was seeking to remove that line under the urban agriculture portion is because of the cultivator licenses. Ms. Tolar stated the existing rules would conflict with State law regarding cultivation. Ms. McIntosh stated Staff recommends the Planning Commission recommend City Council adoption of certain ordinance amendments to Chapter 35 of the City Code of Ordinances to implement the provisions of Minnesota Statutes Chapter 342, to only allow for cannabis cultivation as a conditional use in the MXB and Industrial nonresidential areas, to change the manufacturing, processing, and extraction use category from a permitted use to the MXB and Industrial use districts to a conditional use. The Commission was in support of buffers ranging from 400 feet to 1,000 feet, though the majority of the Commission supported 500-foot buffers. Commissioner Christensen stated he wants the nuisance concerns to be addressed in City ordinances as well to align with State Statute. Ms. Tolar asked which Statute he is referring to. Commissioner Christensen stated he doesn’t have the Statute on hand. It says cannabis smoke will be defined as a nuisance. Someone on the committee didn’t want to pass the Statute without defining cannabis smoke as a nuisance. Ms. Tolar pointed out the Statute is 342.82. She read, “Any use of adult-use cannabis flower which is injurious to health, indecent or offensive to the senses, or an obstruction to the free use of property so as to interfere with the comfortable enjoyment of life or property is a nuisance.” ACTION TO RECOMMEND APPROVAL OF ORDINANCE ADOPTING COMPREHENSIVE AMENDMENTS TO CHAPTER 35 OF THE CITY CODE OF ORDINANCES RELATING TO ADULT-USE CANNABIS There was a motion by Commissioner Leino, seconded by Commissioner Christensen, to recommend City Council approval of amendments to Chapter 35 of the City Code of Ordinances to implement the provisions of Minnesota Statutes Chapter 342 for authorization of adult-use cannabis business in the City as amended. Voting on the motion: Chair Koenig and Commissioners Christensen, Schonning, Jones, Dunn, and Leino voted aye. The motion passed unanimously. Page 16 of 228 PC Minutes 1-30-25 -15- DRAFT And the following voted against the same: None The motion passed unanimously. 8. DISCUSSION ITEMS 8a. 2025 Planning Commission Schedule and Upcoming Applications Ms. McIntosh stated she would send out the schedule to the Planning Commission. There has been general support to continue meeting at 7:00 p.m. on the second Thursday of each month. However, it may be changed as requested by the Commission. Ms. McIntosh pointed out there is a Planning Commission meeting scheduled for February 13, 2025 because the City received a new application. CAPI submitted a request as they want to expand their building by about 9,000 feet. They hope to consolidate their two properties. There is also a variance request due to setback requirements. Ms. McIntosh noted there are no other pending applications. 8b. City of Brooklyn Center Business and Development Updates Ms. McIntosh stated Wangstad Commons opened in December. They have leased about 70 percent of their units. Pollo Campero is basically done, and they need to do their staff training. She spoke with one of the owners, and they hope to open before the end of March. Ms. McIntosh added some concept proposals have been presented to the Council for property owned by the Economic Development Authority. For example, there was a proposal for a townhouse development near Northport Elementary. There was a proposal for a bar, event space, and indoor/outdoor dog park for 57th and Logan. A DEED grant request came through Council for a potential acquisition of the Brown College site behind the Target site was also presented. Ms. McIntosh noted New Horizon is looking for a new location. They were founded in Brooklyn Center in 1971, and they have over 100 locations now. They have outgrown their location in the strip mall. They did consider the 70th and Brooklyn Boulevard site, though there are some restrictions with easement access. Ms. McIntosh stated Community Corner is awaiting funding for their veteran housing proposal. From there, they would submit an application for review. It would be near 69th and Humbolt where the school and apartment building are at. 9. ADJOURNMENT There was a motion by Commissioner Christensen, seconded by Commissioner Jones, to adjourn the Planning Commission meeting. Page 17 of 228 PC Minutes 1-30-25 -16- DRAFT Voting on the motion: Chair Koenig and Commissioners Christensen, Schonning, Jones, Dunn, and Leino voted aye. The motion passed unanimously. The meeting adjourned at 9:13 p.m. _______________________________ __________________________________ Ginny McIntosh, Secretary Alexander Koenig, Chair Page 18 of 228 PC Minutes 4-13-25 -1- DRAFT MINUTES OF THE PROCEEDINGS OF THE PLANNING COMMISSION OF THE CITY OF BROOKLYN CENTER IN THE COUNTY OF HENNEPIN AND THE STATE OF MINNESOTA FEBRUARY 13, 2025 1. CALL TO ORDER The Planning Commission meeting was called to order by Chair Koenig at 7:07 p.m. 2. ROLL CALL Chair Alexander Koenig, Vice Chair Randy Christensen, and Commissioners Paris Dunn, and Stephen Schonning were present. Planning Manager Ginny McIntosh and Associate Planner Krystin Eldridge were also present. Vice Chair Stephanie Jones and Commissioner Stan Leino were absent and excused. 3. APPROVAL OF AGENDA – FEBRUARY 13, 2025 There was a motion by Commissioner Schonning, seconded by Commissioner Christensen to approve the agenda for the February 13, 2025, meeting as presented. Voting on the motion: Chair Koenig and Commissioners Christensen, Schonning, and Dunn voted aye. The motion passed unanimously. 4. APPROVAL OF MINUTES 4a. September 12, 2024 Regular Meeting Minutes There was a motion by Commissioner Christensen, seconded by Commissioner Dunn, to approve the minutes of the September 12, 2024, meeting as presented. Voting on the motion: Chair Koenig and Commissioners Christensen, Schonning, and Dunn voted aye. The motion passed unanimously. 5. CHAIR’S EXPLANATION Chair Koenig explained the Planning Commission’s role as an advisory body. One of the Commission’s functions is to hold public hearings. In the matters concerned in these hearings, the Commission makes recommendations to the City Council. The City Council makes all final decisions in these matters. 6. PLANNING APPLICATION ITEMS Page 19 of 228 PC Minutes 2-13-25 -2- DRAFT 6a. Planning Commission Application No. 2025-001 (PUBLIC HEARING) Applicant: CAPI USA Property Address: 5930 and 5950 Brooklyn Boulevard, Brooklyn Center, MN 55429 | 03-118 -21-12-0006 and 03-118 -21-12-0101 Requests: Ordinance Amendment to Chapter 35 of the City Code, Site and Building Plan (Major Amendment), Preliminary and Final Plat, Variances Summary: The Applicant and Property Owner proposes the renovation of its current offices and an approximately 9,000-square foot, two-story building expansion and certain site improvements for its new Immigrant Opportunity Center. The Applicant further requests an amendment to Sections 35-2301 (MX-N1—Neighborhood Mixed-Use), 35-2302 (MX-N2-Neighborhood Mixed-Use), and 35-5100 (Dimensional Standards Summary) of the City Code regarding the maximum size of individual non- residential uses, and variances to certain maximum setbacks under Sections 35-2302 and 35-5100. Planning Manager Ginny McIntosh showed photos of the site in question and explained its location and orientation. She explained CAPI USA is requesting review and consideration of a proposal that would renovate the current CAPI headquarters, which are located in an approximately 10,688- square-foot building, and construct an approximately 8,910-square-foot, two-story expansion with multiple site improvements for its new Immigrant Opportunity Center. Ms. McIntosh pointed out the application request requires approval of an Ordinance amendment to change maximum size of a “non-residential” use in the Neighborhood Mixed-Use zoning districts to “retail use,” preliminary and final plat for the CAPI USA addition, site and building plan, and certain variances to allow for deviation from the maximum secondary frontage setback and a maximum 50 percent frontage requirement within ten feet of the property line. Ms. McIntosh noted CAPI’s desire to expand is a response to the rapid growth and community demand for their services. Their mission is to guide immigrants and refugees in their journey to self-determination and social equity through workforce development, food access, health and wellness programming, and economic empowerment services. Ms. McIntosh stated the property was built in 1970 and was formerly owned by BKBM Engineers. The applicant purchased the existing building and adjacent vacant lot, known as 5930 and 5950 Brooklyn Boulevard, in 2017. Following their purchase, CAPI USA underwent an interior renovation of the building, which was constructed in 1970, to accommodate a general remodel of the office space, installation of an elevator lift as there was no elevator, minor work to the parking lot, and installation of a new fence and trash enclosure. Ms. McIntosh explained due to the requests submitted as part of Planning Commission Application No. 2025-001, a public hearing notice was published in the Brooklyn Center Sun Post on January Page 20 of 228 PC Minutes 2-13-25 -3- DRAFT 30, 2025. Mail notifications were sent to all physical addresses and taxpayer addresses located within 350 feet of the property, and a public hearing notice was published on the City website. Ms. McIntosh noted in reviewing requests for ordinance amendments, certain amendment criteria shall be considered, as outlined under Section 35-71304. As stated, the Planning Commission and City Council shall review the necessary submittal requirements, facts, circumstances of the proposed amendment, and make a recommendation and decision on the amendment based on, but not limited to, consideration of the following criteria and policies: whether there is a clear and public need or benefit, whether the proposed amendment is consistent with and compatible with surrounding land use classifications, whether all permitted uses in the proposed zoning district can be contemplated for development of the subject property, whether there have been substantial physical or zoning classification changes in the area since the subject property was zoned, whether there is an evident, broad public purpose in the case of City-initiated rezoning proposals, whether the subject property will bear fully the UDO development restrictions for the proposed zoning districts, whether the subject property is generally unsuited for uses permitted in the present zoning district, with respect to size, configuration, topography, or location, whether the rezoning will result in the expansion of a zoning district, warranted by comprehensive planning, the lack of developable land in the proposed zoning district, or the best interests of the community, and whether the proposal demonstrates merit beyond the interests of an owner or owners of an individual parcel. Ms. McIntosh added following discussions with Staff regarding the existing size of the building, the proposed uses, and requested building expansion, City Staff indicated the applicant would need to request an amendment to Chapter 35 as the maximum size of an individual non-residential use is 10,000-square-feet in the Neighborhood Mixed Use District (MX-N2) and 7,500-square-feet in the Neighborhood Mixed-Use District (MX-N1). Ms. McIntosh pointed out the existing CAPI building at 5930 Brooklyn Boulevard already exceeds 10,000 square feet. The purpose of the MX-N2 District is to accommodate small-scale, mixed-use neighborhood activity centers with comfortable gathering places, that are located and scaled to provide minor or convenience services near low-density residential neighborhoods and avoid strip development patterns or the creation of destination retail or business uses serving beyond the immediate neighborhoods. Similarly, the MX-N1 District is to accommodate low- to medium- density residential and multi-family residential development with or without small-scale ground floor non-residential uses. Ms. McIntosh explained as proposed, the applicant would be seeking text amendments to Chapter 35 that would amend the maximum size of an individual non-residential use to the maximum size of an individual retail use. The respective maximum size requirements of 10,000 square feet in the MX-N2 District and 7,500 square feet in the MX-N1 District would remain in place. The changes would require an amendment to Sections 35-2301, 35-2301, and 35-5100. She pointed out retail uses generate higher traffic volumes, which would more negatively impact nearby single- family neighborhoods. Ms. McIntosh stated the applicant intends to re-plat and consolidate the property from three parcels Page 21 of 228 PC Minutes 2-13-25 -4- DRAFT down to one. The northern parcel, addressed as 5950 Brooklyn Boulevard, and noted as Parcels 1 and 2 on the provided preliminary plat, are currently vacant. It is proposed for a combination with identified Parcel 3, addressed as 5930 Brooklyn Boulevard, and currently improved with an existing office building and site improvements. Ms. McIntosh noted the re-plat would accommodate the building’s expansion while also working to meet the requirements of Section 35-8105. City Staff reached out to Hennepin County Transportation, and they didn’t have any major concerns. City Staff received preliminary comments prior to the Planning Commission meeting. Ms. McIntosh added the City Engineer reviewed the plats and provided a memorandum and a set of comments dated February 7, 2025. It was noted a ten-foot drainage and utility easement is required for dedication around the entire perimeter of the property. Also, an existing drainage and utility easement requires vacation as part of the process to combine the three parcels into one parcel. Ms. McIntosh stated that the property is currently limited to the single shared curb cut located off Brooklyn Boulevard. As proposed, the applicant is proposing a second curb cut off 60th Avenue North, which City Staff appreciates for the fact that the existing access of Brooklyn Boulevard is oftentimes congested and is in close proximity to the curb cut for Old National Bank to the south. Ms. McIntosh noted the minimum parking space standards under Section 35-5504 for 90-degree, two-way parking are 8’8” wide by 18 feet deep, as measured with the curb overlay. As proposed, the existing and parking lot appears to meet this requirement. The property currently provides 43 total parking spaces. As proposed, a total of 63 parking spaces would be provided, which includes 4 ADA stalls. Assuming the entirety of the building and expansion are calculated as “office,” a maximum of 59 parking spaces would be required. Ms. McIntosh pointed out the property is in a highly accessible area of Brooklyn Center, as it is located along Brooklyn Boulevard. A new sidewalk was recently installed on the east side of Brooklyn Boulevard as part of the Phase II Brooklyn Boulevard modernization project, and a multi-use trail on the west side. Ms. McIntosh noted there is an existing bus stop located towards the north end of the Subject Property that provides service for Route 723, and the Subject Property is a 0.5-mile walk from the Brooklyn Center Transit Center. As proposed, the Applicant intends to connect the main entrance to the sidewalk running along Brooklyn Boulevard and install bike racks with outdoor seating. Internally, the Applicant intends to run a sidewalk towards 60th Avenue North and along the dedicated community garden area. Ms. McIntosh stated the applicant proposes to shift an existing trash enclosure located on the east of the property to accommodate an expansion of the parking lot. There is a proposed metal panel enclosure with double swing gates and a new concrete pad, which would replace an existing wood fence enclosure. Page 22 of 228 PC Minutes 2-13-25 -5- DRAFT Ms. McIntosh explained City Code requires the exterior wall finishes on any building to have no less than 60 percent face brick, natural or colored stone, pre-colored or factory-stained or stained on site textured pre-cast concrete panels, textured concrete block, stucco, glass, fiberglass, or similar materials. As proposed, the applicant intends to do minor exterior work to the existing, approximately 10,688-square-foot building. The applicant should revise their materials breakdown to incorporate the existing building, which appears to be predominantly comprised of brick and glazing. By incorporating the existing addition, City Staff anticipates the minimum materials requirements will be met. Ms. McIntosh noted Section 35-2302 requires each ground floor façade for a non-residential use facing a public right-of-way to have transparent windows or other transparent glazed areas covering at least 50 percent of the ground floor façade area between three and eight feet above sidewalk grade. Required glazed areas shall have a visible light transmittance ratio of 0.6 or higher and shall not include reflective, heavily tinted, or black glass windows. Ms. McIntosh added the plans note approximately 340 square feet of windows along the west and south elevations, for a total of 46.5 percent. An additional 25 square feet would meet the minimum required 50 percent of glazing or windows for the ground floor façade. City Staff requests the applicant revise the plans to account for the glazing on the north elevation of the new addition as it too is facing public right-of-way. The maximum allowable height in the MX-N2 District is 48 feet. As proposed, the two-story addition would be approximately 24.25 feet to the deck on the roof. Ms. McIntosh stated a photometric plan was submitted with the application submittal; however, the provided photometric plan does not include the southernmost existing parking lot and building into its scope to determine whether it meets the code provisions as outlined under Section 35-5400. Additionally, the wall-packs located on the existing building do not conform to City Code requirements and are only permitted in loading and service areas. City Staff requests the provided photometric plan be revised to incorporate the entirety of the site and include the existing and proposed building and parking lot areas. Ms. McIntosh noted the applicant will need to revise the illumination levels along the proposed parking lot extension to meet the minimum and maximum site lighting levels of 0.2 foot-candles to 4 foot-candles for open-air parking lots, and a maximum uniformity ratio of 20:1. The applicant should look for options to create more consistent lighting along the private sidewalk extension running north to 60th Avenue North as there appears to be significant drops in illumination between the light poles. Ms. McIntosh added the new main entry and northeast doors to the new building addition appear to meet the minimum 10-foot-candle requirements for primary building entrances and exits; however, the applicant should revise the north door to meet the minimum foot-candle requirements. Ms. McIntosh pointed out that the applicant intends to reserve a significant portion of the north site for a dedicated community garden with water connections, and a place for a future greenhouse. Page 23 of 228 PC Minutes 2-13-25 -6- DRAFT City Staff discussed the greenhouse, and assuming the intended operations of the community garden and greenhouse are not of a commercial nature, the greenhouse would likely be considered an “accessory structure.” An inventory of existing plantings identifies 17 plantings on the property. Of these, four are scheduled for removal as they are located in proximity to where the new addition would be constructed. Despite this, a line of mature trees located along the southern property line would remain and a few located on the north and east ends of the property. Ms. McIntosh stated the applicant also proposes a dedicated landscaped courtyard with pedestrian- level lighting, and a cistern located at the north side of the existing building. As currently proposed, this community garden area would be fenced. The site furnishings plan identifies areas for seating. Ms. McIntosh noted the Principal Engineer’s comments include sheet-by-sheet responses on the provided plan set, platting requirements, general requirements, including the necessity of an NPDES permit and easement vacation, and construction and easement agreements pending approval of the project by City Council. Ms. McIntosh added that Building Official Dan Grinsteinner conducted a cursory review of the proposal. Ultimately, building plans are subject to review and approval by the Building Official with respect to applicable codes and prior to the issuance of permits; however, it was noted that a fire sprinkler and monitoring system is required for installation throughout the building and is to be maintained at all times. Plans shall detail the locations and access points for any fire sprinkler room or wall connections. The proposed new elevator will require approval from the State of Minnesota. Ms. McIntosh stated the applicant will also need to meet any minimum ADA requirements with regard to the building and site improvements, and prior to issuance of any building permits, a SAC (Sewer Availability Charge) determination shall be submitted to the Metropolitan Council and any associated fees paid at time of permit issuance. The applicant will need to coordinate with the Hennepin County Health Department for any approvals needed for the food shelf areas and kitchen areas. Ms. McIntosh pointed out there are two variance requests. First, the applicant is requesting a variance for the building and site design. City Code requires that at least 50 percent of the first floor of the front façade of each primary building be located no more than ten feet from the front lot line. The section of Brooklyn Boulevard in front of the building was recently redone. There are new sidewalks and many utility lines, which make this a challenge. The variance request is for an approximately six-foot deviation, which would allow the building to be as close as possible to the front lot line, and without encroaching into the utility easement. Ms. McIntosh explained the second variance request is regarding dimensional standards. The MX- N2 District where the property is located requires buildings to be located a minimum of five feet and a maximum of 20 feet from the primary and secondary street frontages, with remaining minimum 10-foot setbacks for the side interior and rear property lines. As proposed, the proposed Page 24 of 228 PC Minutes 2-13-25 -7- DRAFT expansion would be approximately 120 feet from the secondary build-to setback. The City is requiring them to consolidate their property into one per code requirements, and the property is unique in that it has a triple frontage. Any building constructed to meet City requirements would need to be impossibly large, or a larger scale multi-family or mixed-use development. Ms. McIntosh explained a variance needs to be in harmony with the general purposes and intent of the UDO and is consistent with the Comprehensive Plan. Additional requirements to approve a variance are that the property owner must propose to use the property in a reasonable manner, the plight of the landowner is due to circumstances unique to the property, not created by the landowner, and the variance will not alter the essential character of the locality. OPEN TO PUBLIC COMMENTS – APPLICATION NO. 2025-001 There was a motion by Commissioner Christensen, seconded by Commissioner Schonning, to open the public hearing on Application No. 2025-001. Voting on the motion: Chair Koenig and Commissioners Christensen, Schonning, and Dunn voted aye. The motion passed unanimously. Nahid Khan expressed support for the proposed expansion and CAPI's commitment to the community's diversity, cultural appreciation, and immigrant services. She asked what the architectural style of the building and landscaping will be. Chair Koenig stated they would ask the applicant the same question when it is their time to speak. Chair Koenig pointed out a guest was online, but they didn’t indicate a desire to comment. Chair Koenig asked if Staff received any emails. Ms. McIntosh mentioned she spoke to a neighboring resident in-person who had questions. The resident expressed concern about the project blocking the view of Brooklyn Boulevard. Staff reviewed the plans and determined the resident’s home would face the proposed garden and Brooklyn Boulevard rather than the building. The resident also inquired on how the applicant’s non-profit is funded. Nahid Khan noted that 17 trees would be taken down. She asked what the replacement plan is for the removal. MOTION TO CLOSE PUBLIC COMMENTS (HEARING) There was a motion by Commissioner Schonning, seconded by Commissioner Dunn, to close the public hearing on Application No. 2025-001. Voting on the motion: Chair Koenig and Commissioners Christensen, Schonning, and Dunn voted aye. The motion passed unanimously. Page 25 of 228 PC Minutes 2-13-25 -8- DRAFT Ms. McIntosh confirmed there is a plan to replace the trees that will be removed. A Landscaping Plan is included in the packet, which details the planting efforts. Chair Koenig asked if the plantings would survive the winter. Wale Falade, architect for the project, stated the plan is for low-maintenance plantings. Commissioner Christensen asked what the plans are for the snow. Mr. Falade stated there is space for snow storage in the parking lot extension area. There is also a stormwater extension as part of the new parking lot. Commissioner Christensen asked how the project will be funded and what CAPI’s organizational structure is like. Ms. McIntosh noted the City doesn’t fund any of CAPI’s programming. There was a contract with Brooklyn United Methodist Church for a farmer’s market, and CAPI was involved with that ongoing event. David Monterrosa, CAPI’s Director of Finance and Operations, explained they receive funding from a fundraising campaign, local foundations, Minnesota, and Congress. They have applied for additional funding from the Metropolitan Council. Commissioner Christensen pointed out there is an existing fence. He asked if the fence will be extended with the extension of the parking lot. She confirmed the new parking extension will be screened with juniper shrubs. Commissioner Christensen asked if there is too much parking, then how will residents get across. Ms. McIntosh stated they don’t want to cause issues on Beard Avenue. Commissioner Christensen asked what the hours will be. Ms. McIntosh stated the hours for the office is Monday through Friday, 8:30 a.m. to 4:30 p.m. The food shelf operates three times per week from 10:00 a.m. to 4:00 p.m. They may have occasional weekend or evening programming. Commissioner Christensen asked if the farmers’ market would be permitted on the site. Ms. McIntosh explained that a farmers’ market requires a special event permit through the City. The submission process may include food cart locations, overflow parking, tent stands, and the like. Mr. Falade noted the design intends to contain all parking on the property. The two layers of juniper trees make it difficult to cut through the property. Ms. McIntosh added they don’t want to implement too much parking, and they have to consider stormwater requirements. Chair Koenig pointed out that CAPI’s services are typically scheduled, which would reduce parking needs. Commissioner Christensen asked if the food shelf is open to all residents. Mr. Monterrosa confirmed the food shelf is open to anyone. There is an option of an emergency one-time pickup Page 26 of 228 PC Minutes 2-13-25 -9- DRAFT without registration. If a client needs to access the food shelf multiple times, then staff determines how they can support a client to have their basic needs met regularly. Over 90 percent of the clientele is from Hennepin County. Their food shelf offers culturally-specific food and services, so some folks may travel from outside of the County. Commissioner Schonning noted the proposed use is a great option for the site. He asked why the parking lot is being eliminated on the south and somewhat on the east. Ms. McIntosh stated some details on the plans need to be cleaned up. They don’t plan to eliminate parking. Commissioner Schonning added the Wangstad Commons building introduced buildings along Brooklyn Boulevard. It is an interesting design. Mr. Falade stated the design is specific to CAPI and the site. The design reflects the purpose of the organization, which is welcoming people from multiple cultures. CAPI is a supportive program for many refugees and immigrants. They also aim to enhance and beautify the area. Commissioner Christensen asked if the shed will be upgraded. Mr. Falade confirmed the shed will be removed. Commissioner Dunn asked if the facility will be run by solar power. Mr. Falade stated the roof and electrical system will be solar-ready. They don’t have the budget for the solar panels yet. Commissioner Dunn asked if the community garden will be part of the farmer’s market. Mr. Falade stated certain people will be responsible for plots within the community garden. He doesn’t know if it will be integrated with the farmer’s market. Mr. Monterrosa stated that agriculturalists sell their products at the farmer’s market. They hope for the community garden to be a teaching opportunity for forty families to produce some of their own goods. Commissioner Dunn asked if the garden will be watered with rainwater. Mr. Falade stated the rainwater will be captured to support the garden, but it will need additional water from the property’s plumbing system. Chair Koenig noted it may be enticing for users of the community garden to park on Beard rather than the parking lot, especially considering materials or equipment gardeners may require. Chair Koenig pointed out CAPI projects a 30 percent increase in services. He asked if the increase is for services offered or folks wanting services. Mr. Monterrosa stated the increase of services is due to the extended hours. They hope to have a fresh produce distribution on Saturdays and extend other services to meet community needs. CAPI currently serves 10,000 participants annually. Chair Koenig added there may be a need for security cameras to monitor the community garden. Page 27 of 228 PC Minutes 2-13-25 -10- DRAFT Chair Koenig stated he doesn’t anticipate CAPI will have regular events that would overflow parking onto the street. He asked if the tenant space will be service offerings rather than a retail space. Mr. Monterrosa explained they hope to find a tenant that complements the work of CAPI and has a similar mission. They plan to grow into the space down the line, but are considering legal support services or something similar for the tenant space. Chair Koenig noted the property’s proximity to the bus stop is convenient, as is its location on Brooklyn Boulevard. Commissioner Christensen pointed out he has attended services at the funeral home to the north of the property. Overflow from funeral services may utilize parking at CAPI. Ms. McIntosh stated the issue would require a private conversation between the property owners. Ms. McIntosh added that, to give perspective, the lot size is similar to Wangstad Commons, which is a 54-unit apartment building. Chair Koenig reiterated the plan for the site is beneficial to the community and will beautify the area. ACTION TO RECOMMEND APPROVAL OF PLANNING COMMISSION APPLICATION NO. 2025-001 SUBMITTED BY CAPI USA There was a motion by Commissioner Christensen, seconded by Commissioner Dunn, to recommend City Council approval of Planning Commission Application 2025-0001 to approve an ordinance amending Sections 35-2301, 35-2302, and 35-5100 of the City Code of Ordinances regarding the maximum allowable size of a non-residential use to the maximum allowable size of a retail use in the Neighborhood Mixed-Use zoning districts, preliminary and final plat for CAPI USA ADDITION, a major amendment to the site and building plan for the Subject Property located at 5930 and 5950 Brooklyn Boulevard that would construct an approximately 8,910-square foot, two-story addition and related site improvements, and certain variances to Sections 35-2302 and 35-5100 regarding the maximum allowable build-to setback for a secondary frontage to allow for an approximately 120 foot setback along 60th Avenue North, and a deviation from a requirement that at least 50% of the first floor of the front façade of the primary building be located not more than 10 feet from the front lot line, based on the submitted plans and findings of fact, as amended by the Conditions of Approval in the February 13, 2025 Planning Commission Report. Voting on the motion: Chair Koenig and Commissioners Christensen, Schonning, and Dunn voted aye. The motion passed unanimously. And the following voted against the same: None The motion passed unanimously. Ms. McIntosh stated the next Council meeting is February 24, 2025. She requested CAPI have representatives in attendance at the meeting. Page 28 of 228 PC Minutes 2-13-25 -11 - DRAFT 7. DISCUSSION 7a. City Council and Planning Commission Updates Ms. McIntosh explained Staff presented the first reading of the cannabis ordinance to the Council and provided details on buffers. The Council asked questions about alcohol buffering. The Council stated 300-foot buffers were preferred. Commissioner Christensen asked if the nuisance of cannabis smell was discussed at the Council meeting. Ms. McIntosh stated any cultivation would need to be indoors due to nuisances and blight. Any park use would be covered under licensing requirements, and the City Clerk is drafting new language. Chair Koenig on the status of the CVS location off Brooklyn Boulevard and Bass Lake Road, which recently closed. Ms. McIntosh explained retailers such as Walgreens or CVS typically enter into long contracts with high lease rates. The Brooklyn Park Economic Development Authority owns a CVS site in a strip mall development. Despite it being vacant, the lease continues to provide revenue. It would be hard to find a new tenant that would pay those rates. Walgreens and CVS in general have been closing several stores. Ms. McIntosh added TransformCo sold the former Sears site. Scannell decided to buy the property. There will be some visioning for the site. Additional sampling for asbestos is currently underway with the new owner. Ms. McIntosh noted Pollo Campero is behind schedule for opening. The first delay was due to switching out floor drains. Then there was a ventilation issue with the CO beverage dispensers and now they are dealing with hood vent problems. Ms. McIntosh stated there won’t be a March meeting, but they will need to meet in April. New Horizons is working to find a new location, and Staff expects a Planning Commission application from them. Ms. McIntosh pointed out the Council approved the Social Security office to use nearby HOM furniture. The existing Social Security office location off Northway Drive is expected to close as their lease is coming up. 8. ADJOURNMENT There was a motion by Commissioner Dunn, seconded by Commissioner Schonning, to adjourn the Planning Commission meeting. Voting on the motion: Chair Koenig and Commissioners Christensen, Schonning, and Dunn voted aye. The motion passed unanimously. Page 29 of 228 PC Minutes 2-13-25 -12- DRAFT The meeting adjourned at 8:43 p.m. _______________________________ __________________________________ Ginny McIntosh, Secretary Alexander Koenig, Chair Page 30 of 228 Council Regular Meeting DATE: 4/10/2025 TO: City Council FROM: Ginny McIntosh, Planning Manager THROUGH: BY: Shannon Pettit, Deputy City Clerk SUBJECT: Planning Commission Application No. 2025-002 (PUBLIC HEARING) Requested Council Action: - Motion to approve a site and building plan (major amendment) and Conditional User Permit Background: The applicant proposes the renovation of an existing, approximately 14,000 square foot office building and certain site revisions to allow for a New Horizon Academy Early Learning Center. Budget Issues: Inclusive Community Engagement: Antiracist/Equity Policy Effect: Strategic Priorities and Values: ATTACHMENTS: 1. SRwExhibitsR_2025002_NHA_7100BB_04102025 2. ExhibitA_2025002_NHADocumentationandPlans_F 3. ExhibitB_PublishedNotice 03272025 4. ExhibitC_OriginalSBApprovals_85011_7100BrooklynBoulevar 5. ExhibitD_ENGMemorandum_NHA 20250407 6. ExhibitE_BuildingMemorandum_NHA_7100BrooklynBlv 7. ExhibitF_PublicCommentEmail_04062025 Page 31 of 228 App. No. 2025-002 PC 04/10/2025 Page 1 Planning Commission Report Meeting Date: April 10, 2025 Application No. 2025-002 Applicant | Property Owner: New Horizon Academy Location: 7100 Brooklyn Boulevard, Brooklyn Center, MN 55429 Requests: Site and Building Plan (Major Amendment) and Conditional Use Permit Map 1. Subject Property Location. Requested Action New Horizon Academy (“the Applicant”) is requesting review and consideration of a proposal that would convert a former credit union and office building located at 7100 Brooklyn Boulevard (“the Subject Property”), into an early learning center (Licensed Day Care Facilities—13 or greater persons)—refer to Exhibit A. The Subject Property was sold to the current Property Owner in March 2023 per Hennepin County records. In 2023, Planning Commission Application No. 2023-007 was submitted for City review and consideration of a proposal that would have converted the building into a 17-unit multi-family residential building. The application was ultimately denied by City Council and the Subject Property has remained vacant as the Property Owner has not identified alternate uses. Should Planning Commission Application No. 2025-002 be approved, the Property Owner intends to sell the Subject Property to the Applicant. • Application Filed: 03/11/2025 • Review Period (60-day) Deadline: 06/09/2025 • Extension Declared: No • Extended Review Period Deadline: Page 32 of 228 App. No. 2025-002 PC 04/10/2025 Page 2 Section 35-7605 (Amendments) provides that a major amendment to an approved site and building plan shall be triggered under certain outlined scenarios, including, but not limited to a “20 percent or greater change in the number of parking spaces provided or required.” A review of a major amendment under the City’s Unified Development Ordinance shall follow the procedure set forth for the issuance of a new site and building plan approval. Although Day Care Facilities do not have a standard parking requirement, the major amendment threshold would be triggered as the proposed parking lot and site modifications would result in a greater than 20 percent change to the existing parking lot with respect to the overall number of parking spaces provided as well as ground area coverage. Further, there would be a 100- percent change in the floor use of the former credit union building to accommodate the Day Care Facility use. A public hearing notice for the site and building plan request was published in the Brooklyn Center Sun Post on March 27, 2025 (Exhibit B). Mail notifications were mailed to all physical addresses and taxpayers within 350 feet of the Subject Property and the notice posted to the City of Brooklyn Center’s website. Existing Conditions Page 33 of 228 App. No. 2025-002 PC 04/10/2025 Page 3 Image 1. Existing Site Conditions at Subject Property. Background The Subject Property was home to City of Brooklyn Center City Hall offices for a time before relocation to its current address of 6301 Shingle Creek Parkway. In 1985, under Planning Commission Application No. 85011 (Exhibit C), requests for site and building plan and special use permit approvals were made by then Applicant Uhde/Nelson, Inc. to allow for the construction of two office buildings of a combined approximately 21,180-square feet. This was intended to be a two-phase proposal in which access to the sites was to have been via a single driveway off Brooklyn Boulevard. The first and larger phase (west), which was constructed, was a two-story, approximately 14,000-square foot office building that was noted for occupancy by Edina Realty and slated for 70 parking spaces. The second phase (east), which was never constructed, was earmarked for a smaller two-story, approximately 7,000-square foot office building with 44 parking spaces. At that time, the properties were collectively zoned R5 (Multiple Family Residence) District, which at the time would have accommodated townhouse and multi-family residential products as well as certain licensed residential and non-residential programs and daycare facilities as permitted uses. Certain service-office uses, which were demonstrated to be compatible to existing adjacent land uses, and as approved by City Council, were allowed through approval of a special use permit. With the adoption of the new Unified Development Ordinance in 2023, the Subject Property, along with a number of other properties fronting Brooklyn Boulevard, were re-zoned to the new Neighborhood Mixed-Used District zoning designations of MX-N1 and MX-N2. The Subject Property is currently zoned MX-N2 (Neighborhood Mixed-Use 2) District, which allows for Day Care Facilities with 13 or more persons through issuance of a conditional use permit. The intended nature of the MX-N2 District is to accommodate small-scale, mixed-use neighborhood activity centers with comfortable gathering places, located and scaled to provide minor/convenience services near low density residential neighborhoods. Although the Neighborhood Mixed-Use Zoning Districts previously had a cap of no more than 7,500- square feet of individual non-residential use within the MX-N1 District, and no more than 10,000-square feet of individual non-residential use in the MX-N2 District, these provisions were recently amended to reflect caps on individual retail uses, rather than all non-residential uses. The Applicant makes mention of a potential variance to exceed this limit in Exhibit A; however, City staff would like to point out that a variance is not needed as their use is not retail. Similarly, the Applicant requests a variance given proposed Page 34 of 228 App. No. 2025-002 PC 04/10/2025 Page 4 changes to their front parking lot; however, as the parking lot would ultimately be smaller than it is now, a variance is not necessary. City staff and the Applicant have been in communication with one another since 2023 to identify potential locations for relocation within the City of Brooklyn Center as New Horizon Academy was founded in Brooklyn Center as “New Horizon Nursery School” in the 1970s. The Applicant currently operates in the Humboldt Shopping Center at 6842 Humboldt Avenue North; however, with their lease up in early 2026 and having outgrown their existing space, the Applicant desires to purchase property and expand their footprint in the City of Brooklyn Center. The Applicant has also expressed a desire to maintain its relationships with existing families and avoid any service interruption by securing a new location well before their lease is up. At the time of this application, the Applicant had already reviewed or submitted proposals for multiple properties, including consideration of construction on lands owned by the City’s Economic Development Authority (EDA) at 70th and Brooklyn Boulevard; however, the complexities in securing a revised access easement on lands owned by neighboring St. Alphonsus Church resulted in the Applicant having to identify an alternate location. Site Data: 2040 Land Use Plan: Neighborhood Mixed-Use (N-MU) – 15.01-31 DU/Ac. Neighborhood: West Palmer Lake Current Zoning: Neighborhood Mixed-Use District (MX-N2) – 15-31 DU/Ac. Site Area: Approximately 0.99 acres Surrounding Area: Direction 2040 Land Use Plan Zoning Existing Land Use North PSP/Institutional | LDR (3.01-5 DU/Ac.) Neighborhood Mixed-Use District (MX-N2) | R1 (Low Density Residential) District Institutional (Brooklyn United Methodist Church Overflow Lot) | Single Family Detached South N-MU (15.01-31 DU/Ac.) Neighborhood Mixed-Use District (MX-N2) Office (Boulevard Plaza Office Condominiums) East Industrial/Utility Neighborhood Mixed-Use District (MX-N2) Undeveloped (City Stormwater Pond) West PSP/Institutional | High Density Residential (15.01-31 DU/Ac.) PUD/C1 (Planned Unit Development/Commercial 1) District | Neighborhood Mixed-Use District (MX-N1) Institutional (CEAP, Hennepin County Human Service Center, and Osseo Area Schools Offices) | Apartments (BLVD Apartments – 58 Units) SITE AND BUILDING PLAN The Applicant requests to convert a former credit union and office building, which was initially approved by City Council in 1985 and constructed in 1986, to a Licensed Day Care Facility use. Section 35-4103 (Allowed Use Table) of the City’s Unified Development Ordinance allows for “Licensed Day Care Facilities with 13 and greater persons”within the City’s Neighborhood Mixed-Use (MX-N2) District through approval of a conditional use permit. As the Applicant proposed revisions to existing site improvements, including the removal of certain parking areas on the west and east ends of the property, and conversion of the existing building from a financial institution/office use to a Day Care Facility, a major site and building plan amendment is triggered. Page 35 of 228 App. No. 2025-002 PC 04/10/2025 Page 5 Table 1. Excerpt of Section 35-4103 (Allowed Use Table) and Proposed Use of Subject Property. Image 2. Revised Site Plan for Subject Property. Site Design The existing building is non-conforming with respect to its location on the Subject Property and the City’s new zoning provisions, which today would require the building to be located between 5 and 20 feet of the property line along Brooklyn Boulevard, and any parking to be located behind the front build-to line. The Applicant notes in their application submittal that full use of the site is limited as nearly 10% of the site area is comprised of easements, which run along the property perimeter and through the site. There Page 36 of 228 App. No. 2025-002 PC 04/10/2025 Page 6 are no plans to expand the existing approximately 14,000-square foot building footprint; however, the Applicant proposes modifications to the site that would provide better functionality for the use. As proposed, the conversion from the existing office use to a childcare facility would require certain site modifications to accommodate three (3) new dedicated playground areas along the north and east ends of the Subject Property. Additionally, the Applicant would install new landscaping, site lighting, a new trash enclosure, play area storage shed, fencing, and monument sign. The Applicant further proposes installation of a new pedestrian link from the front entry of the building to the sidewalk running along the east side of Brooklyn Boulevard and bike rack as the Applicant has indicated some staff members rely on public transportation, ride sharing, or other means to commute to and from work. Minor changes are proposed to the building’s exterior through the installation of a covered entry canopy to offer shelter to parents and children during inclement weather, the restoration of the original roof profile, and new wall signage. As proposed, the site revisions would reduce the amount of impervious surfacing from 74.3% to 60.3%. The maximum allowable impervious surfacing per Chapter 35 in the MX-N2 District is 80%. Traffic | Access |Circulation | Connection The subject property is served by a multi-use trail which runs parallel to the property line of the Subject Property and along Brooklyn Boulevard. The 723 (local) Metro Transit bus line provides service at stops located just off the Subject Property, with service by the 761 (express) line located to the north. The Subject Property is accessed via a single, full access curb cut off Brooklyn Boulevard. There are no proposed alterations to this curb cut as part of this proposal. Image 3. Existing Access, Parking, and Circulation on Subject Property. Image 4. Proposed Access, Parking, and Circulation on Subject Property. Page 37 of 228 App. No. 2025-002 PC 04/10/2025 Page 7 The Subject Property currently provides 64 on-site parking spaces. The Site Plan (Image 4 above) indicates plans to remove the majority of the front parking area fronting Brooklyn Boulevard to accommodate a toddler play area along the north end of the property. Four (4) parking spaces, and two (2) ADA stalls with a shared loading space would remain. This area has also been designed to provide a hammerhead configuration for a fire apparatus turnaround or emergency vehicles as the rear parking lot located along the eastern edge of the Subject Property would be removed to accommodate a dedicated preschool play yard. This would leave a total of 42 on-site parking spaces for the Subject Property. Similar to school uses, the City of Brooklyn Center does not outline a standard parking calculation for Day Care Facility uses. Instead, Section 35-4302.c (Licensed Day Care Facilities) notes that facilities located in non-residential zoning districts are subject to certain requirements: a. The size of the licensed day care facility is dependent on the size and capacity of the structure and the availability of parking; and b. Pick up/drop off area(s) must be located in close proximity to the front of the building and adjacent to a pedestrian area. The Applicant notes in their application that the Subject Property, as currently designed, is comprised of 64 parking spaces that take up 53% of the total site. As is typical with New Horizon Academy locations, children are physically brought into the facility by their caregivers. Stalls along the front of the building and adjacent to a private sidewalk would be reserved for pick-up and drop-off, with peak times of between 7 a.m. to 10 a.m. and 3:30 to 6:30 p.m. These spaces are, on average, occupied for between 5 and 10 minutes. With over 100 locations across the United States, New Horizon Academy has dialed in on their parking needs with respect to the Institute of Traffic Engineers (ITE) Parking Generation Manual and through establishing three separate calculation metrics. The Applicant assumes: • A rate of 0.24 spaces per student, using 0.24 x 150 students = 36 parking stalls • An average of 2.45 parking spaces per 1,000 SF = 11,750-square feet x 90% = 10,575 SF net/1,000 = 10.6 x 2.45 = 26 parking spaces • An average of 1.22 parking spaces per employee = 25 x 1.22 = 31 parking stalls The Applicant indicates that by averaging each of these metrics results in a need for 31 parking spaces, which is less than the 42 parking spaces identified in the submitted site plan. This does not account for any caregivers or staff that may utilize public transportation, walk, or bike to the Subject Property. City staff reviewed other standalone Day Care Facilities located within the city. The Aubrey Della Early Childhood Family Development Center is located at 6415 Brooklyn Boulevard and is a childcare center (HeadStart) with a total licensed capacity of 84 children. This center is also located in the Neighborhood Mixed-Use (MX-N2) District and along Brooklyn Boulevard, which is a county highway. This site appears to have approximately 60 on-site parking spaces; however, in reviewing their website, it appears Property Owner Parents in Community Action (PICA) also provides comprehensive services including health services, workforce development programs, and parent training opportunities. Another example would be the KinderCare Learning Center at 6020 Earle Brown Drive, which is in a different zoning district, more isolated on a less trafficked street, and farther from public transportation options. This center has a total licensed capacity of 107 children and 25 on-site parking spaces. As is demonstrated in the submitted plans, the minimum drive aisle widths and dimensional standards for parking spaces and drive aisles outlined within Section 35-5504 (Parking Space Standards) appear to be Page 38 of 228 App. No. 2025-002 PC 04/10/2025 Page 8 met. The main parking lot would receive a mill and overlay, while the revised front parking lot and a portion of the east parking lot would require full reconstruction. All portions of the parking lot would be bound in B-612 curb and gutter, which is a City requirement. An exception to this would be a 15-foot section of the east parking lot, which would fall within a revised access easement that requires surmountable curb to ensure access to the City’s stormwater pond for maintenance and repairs. New parking lot striping and an internal crosswalk between the new pedestrian connection off the existing public sidewalk (Brooklyn Boulevard) and the front entrance would be provided. City staff requests the Applicant provide an exhibit demonstrating the ability of a fire truck to navigate the proposed hammerhead at the west end of the Subject Property. Lighting The Applicant originally submitted a photometric plan with their application on March 11, 2025. Following an initial review, City staff requested revisions to the plan to ensure illumination levels fell within the acceptable range of between 0.2 and 4-foot candles for an open-air parking lot (Section 35-5400). A revised photometric plan was submitted to the City on March 19, 2025; however, City staff requests additional revisions to provide additional lighting near the entrance to the Subject Property off Brooklyn Boulevard, as there appears to be minimal to no illumination. As there appears to be a light pole located in the County right-of-way adjacent to the site entrance, as well as a private light pole at the south end of the site, the Applicant may need to update the plans with this information or adjust the private light pole illumination levels. The Applicant will also need to revise the illumination levels within five (5) feet of all primary building entrances and exits and pedestrian ways to provide for a minimum of 10 foot-candles within five (5) feet of entrances and exits. The Applicant should ensure any new lighting limits glare for the Boulevard Plaza office condos located to the south of the Subject Property as their windows are located close to the shared property line and parking lot. Depending on when children are utilizing the outdoor play areas, the Applicant may want to determine whether additional pole or pedestrian level bollard lighting might be warranted as the preschool playground provides limited illumination. A total of four (4) new LED light poles and eight (8) new LED wall sconces are proposed for installation. As proposed, the identified mounting heights appear to meet the City’s exterior lighting provisions for maximum heights. Image 5. Proposed New Site Lighting. Page 39 of 228 App. No. 2025-002 PC 04/10/2025 Page 9 Trash | Screening| Play Areas The existing trash enclosure located at the northeast corner of the building would be removed and replaced with a new trash enclosure, to be located at the southeast corner of the Subject Property. This relocation is necessary to accommodate the proposed play areas. As proposed, the new trash enclosure would be fully enclosed under a metal roof, with metal horizontal siding, brick, and an overhead door. The enclosure shall be located a minimum of five (5) feet from the interior side and rear property lines and ensure proper clearance from a relocated access easement necessary to provide maintenance and repairs for a stormwater pond located to the east, and existing fire hydrant. In visiting the Subject Property, City staff noted clear visibility to the neighboring single-family residential to the north—refer to Image 6 below. Although the City approvals noted under Planning Commission Application No. 85011 acknowledged an existing cedar hedge along the north and east property lines as an appropriate method of screening from the residential uses, it was also stipulated that replacement screening would be required were it to fail. Image 6. Proposed Trash Building and Fencing Materials. The Applicant proposes installation of three separate play areas to be fenced with a six (6) foot tall black steel ornamental picket fence as noted above (9) and where the area does not abut residential properties. Where the Subject Property abuts residentially zoned properties along the north end of property, the Applicant proposes installation of a six (6) foot high opaque PVC fence (10). Internal fences separating the Page 40 of 228 App. No. 2025-002 PC 04/10/2025 Page 10 individual play areas for toddlers, infants, and preschoolers are proposed at five (5) feet in height and provided with gates that utilize panic hardware and pool alarms. In conversations with City Fire staff, it was expressed that the Applicant work with the City to ensure the building can be reasonably accessed in case of emergency, and that a direct path to the east building doors is provided and without the obstruction of multiple gates or fences. City Fire and Building staff further requests that the defined access area to the City stormwater pond and trash enclosure areas are striped for “no parking” to ensure this area is easily accessible, and as there is an existing fire hydrant located just across the property line on City property. All ground-mounted equipment over 30 inches in height or greater than 12 cubic feet (e.g., transformers, mechanical) shall be effectively screened from public view. Similarly, any roof-mounted equipment, including the proposed new HVAC units, shall also be screened from view through use of parapets, wall/ fencing materials, or paint compatible and complementary to the building. Architecture and Building Modifications Image 7. Proposed Exterior Modifications to Existing Building. Page 41 of 228 App. No. 2025-002 PC 04/10/2025 Page 11 There are no plans to majorly alter the exterior of the building, with the exception of changes to the existing entrance to create a covered entry canopy for shelter during inclement weather and to create a “centering element.” An existing diamond-like roof element would be removed and the original roofline restored. The majority of the building is comprised of wythe brick and glazing, which meet minimum building material requirements under Section 35-5203. New doors would be installed on the ground floor to comply with licensing and building code direct exiting requirements for children under 30 months (infants and toddlers). The interior of the building would be fully remodeled for classroom space, administrative offices, a kitchen, and a basement training room converted into a large motor (exercise) room. This area would offer a direct exit to the proposed play areas via an existing stairwell on the north end of the property. The building is fully sprinklered at this time and has elevator and stair access. Landscaping The 1985 plans noted a provision for 13 deciduous trees (i.e. Japanese White Birch, Pin Oak, Green Seedless Ash), 15 Evergreens/Conifers (i.e. Colorado Green Spruce), 190 deciduous shrubs (i.e. Red- twigged Dogwood, Goldflame Spirea, Lilacs), and 29 Evergreen Shrubs (i.e. Mugho Pines, Moppet Junipers, Mint Julep Junipers). Although difficult to read, it appears certain ornamental trees, including Canada Red Cherry and Red Splendor Crab, were to be planted. Landscaping proposed for removal is noted on the provided removals plan (Sheet C1.0). City staff are aware of a number of trees that are in poor condition—this is as a tree inventory was submitted with the previously denied Planning Commission Application No. 2023-007, which identified a number of diseased Green Ash on-site, as well as some Siberian Elm and Hackberry. A recent inspection of the site revealed a large tree branch had fallen on an existing fence located on the north end of the property—City staff has requested the current Property Owner remove it. As proposed, all of the existing trees and plantings located along the north end of the Subject Property would be removed due to a combination of their deteriorating condition, as well as accommodating the three (3) play yards, screening, and fencing. Although code regulations under Section 35-5600 desire to preserve existing trees, City staff is supportive of the proposal to remove the plantings identified in Image 8 below due to their condition. Image 8. Proposed Landscaping Removal Along North End of the Subject Property. The Applicant submitted a revised landscape plan (Sheet L1) and planting schedule, which proposes new overstory and ornamental trees, as well as numerous shrubs. The plans presented would provide for grouped plantings, as the Subject Property is constrained with where landscaping and trees can be Page 42 of 228 App. No. 2025-002 PC 04/10/2025 Page 12 installed given the number of easements. New landscaping would be installed along the new private pedestrian connection and existing private sidewalk along the south end of the building, around a new monument sign, at the north end of the new front parking lot, and along the north end of the property. Any disturbed portions of City-owned property containing the City’s stormwater pond, which serves the southern half of the Woodbine neighborhood and the Subject Property, would be seeded in a prairie mix. City staff requests the Applicant coordinate with the City on this, and in discussions with the relocation of the existing access easement. Image 9. Submitted Landscape Plan (Sheet L1). The City’s new provisions surrounding landscaping under Section 35-5600 stress that no more than 40- percent of the total trees should be of the same species—this is to promote species diversity and resilience. Additionally, landscape vegetation should emphasize native and resilient plant types where possible. Under the new code, the minimum landscaping requirements within the Neighborhood Mixed- Use District are based on a project’s valuation: Table 2. Minimum Landscape Requirements by Project Value. Page 43 of 228 App. No. 2025-002 PC 04/10/2025 Page 13 The Applicant has provided a landscape valuation estimate as part of their submittal, which outlines a minimum landscape valuation in excess of the minimum needed. An underground irrigation system is required for installation in all landscaped areas to help facilitate site maintenance and was noted in the 1985 approvals. This requirement still stands today and any new areas of landscaping or areas with damaged or missing landscaping would require replacement. The submitted landscape plans note the proposed installation of an automatic and programmable underground irrigation system. Signs The Applicant has made no specific requests for signage and will need to comply with Section 35-6000 (Signs) of the City Code. As proposed, it appears the Applicant intends to remove an existing cabinet sign located at the front of the building. This sign would be replaced and the roofline restored with a new wall sign located on the west elevation of the building. The Applicant further proposes removal of an existing monument sign located immediately off the public sidewalk, and relocation to approximately where an existing ATM island is located. Any signage is subject to separate review and permit approval. Image 10. Proposed Wall and Monument Signage. Engineering Review Touyia Lee, Principal Engineer, reviewed the submitted plans and provided a memorandum dated April 4, 2025 (Exhibit D). The Applicant will need to amend plans as necessary, and meet all requirements as outlined within this memorandum. The Applicant will need to coordinate with Hennepin County as necessary to address any requirements of theirs and secure a right-of-way permit should any work take place within County right-of-way (Brooklyn Boulevard). Separately, the Applicant intends to vacate and dedicate certain easements to facilitate the proposed site improvements on the Subject Property. This will require the Applicant to apply for these revisions with the City of Brooklyn Center Engineering Division. Image 11. Proposed Easement Vacations (Red) and New Easements (Blue). Page 44 of 228 App. No. 2025-002 PC 04/10/2025 Page 14 Building and Fire Review Building Official Dan Grinsteinner conducted a cursory review in a memorandum dated April 4, 2025 (Exhibit E) of the proposal for the Subject Property and indicated that fire sprinkler and monitoring systems are required by code and are to be maintained at all times. As was previously noted, the building is currently sprinklered. Given the proposed conversion, select sprinkler heads and systems may need to be relocated as part of the building’s renovation. The fire hydrant located on the City stormwater pond property and at the east end of the site shall maintain a minimum 20-foot clearance around the hydrant per City Ordinance Section 5-113. The Applicant will also need to meet any minimum ADA requirements for any exterior and interior building improvements. The exterior egress stairs provided from the lower level shall be provided with a guardrail to protect any children utilizing the play area from falling. Prior to the issuance of building permits, a SAC determination shall be submitted to the Metropolitan Council given the change of use. Any associated fees shall be paid at time of permit issuance. The Applicant will need to coordinate with the Hennepin County Health Department for the proposed kitchen area, and the State Department of Labor and Industry (DLI) will need to review any plumbing plans that identify the addition or relocation of more than five (5) fixtures. All building plans are subject to review and approval by the Building Official with respect to applicable codes prior to the issuance of permits. Other Considerations | Public Comment (to date) As mentioned in the beginning of the report, a public hearing notice was published in the Brooklyn Center Sun Post, mail notifications were sent to all physical addresses within 350 feet of the Subject Property, and the notice published to the City’s website. To date, the City is in receipt of one email dated April 6, 2025. The email is from a residential property owner located off 71st Avenue North—Refer to Exhibit F. CONDITIONAL USE PERMIT The Applicant requests issuance of a conditional use permit to allow for conversion of a former credit union and office building to a Licensed Day Care Facility. As proposed, the approximately 14,000-square foot building would serve up to 172 children and 23 staff; however, the Applicant reinforces that “172” is a maximum capacity. Operationally, occupancy at New Horizon’s existing centers averaged 143 children and 23 staff. The Applicant assumes an average 70% occupancy rate at any time, as “licensed capacity” in childcare settings is focused on design standards for classrooms and play spaces. Page 45 of 228 App. No. 2025-002 PC 04/10/2025 Page 15 The interior of the building would be broken up into classroom and administrative space, kitchen, an approximately 1,014-square-foot large motor room, sensory room for individual or small group interactions, a mother’s room, and storage. Anticipated site improvements would result in the removal of parking spaces to accommodate three (3) new play yards for toddlers, infants, and preschoolers, new landscaping and lighting, signage, and a new pedestrian connection. Conditional use permits, as outlined under Section 35-7700, are those uses which have been identified, because of their nature, operation, location, special requirements or characteristics, and that may only be allowed in a particular zoning district after submittal of an application, review, and recommendation by the Planning Commission, and approval by the City Council. The conditional use permit process regulates: the location, magnitude, and design of conditional uses consistent with the 2040 Comprehensive Plan, and the regulations, purposes, and procedures of this Unified Development Ordinance (UDO). A conditional use permit may not be granted by the City Council unless the following criteria have been satisfied (Note: Applicant responses are transcribed from the submitted narrative—Exhibit A): a. The conditional use will be in accordance with the general objectives, or with any specific objective, of the City’s Comprehensive Plan and this UDO. Applicant Response: We agree to the best of our knowledge and belief. City Staff Response (Finding): “Licensed Day Care Facility” uses with 13 or greater persons are permitted through issuance of a conditional use permit within the Neighborhood Mixed-Use (MX-N2) District where the Subject Property is located. The existing building located on the Subject Property was originally approved by City Council in 1985 and constructed in 1986. Although the Subject Property is non- conforming with respect to setbacks and the location of parking in front of the front building line, the Applicant is not proposing any expansion or increase in parking between the right-of-way and building that would render the property more non-conforming. In fact, the Applicant intends to substantially reduce parking in the front of the building and remove an existing ATM island to accommodate a smaller parking lot with emergency access turnaround, a dedicated toddler playground, and install new landscaping. A private pedestrian connection and sidewalk would be located off the public multi-use path and sidewalk running parallel to Brooklyn Boulevard and bike parking installed. City staff interpret these alterations as a means to make the property conform more with current code requirements. In 2019, the Subject Property was future re-guided to “Neighborhood Mixed-Use (N-MU):” Page 46 of 228 App. No. 2025-002 PC 04/10/2025 Page 16 Although this is not a redevelopment site, the Applicant’s willingness to rehabilitate a property that requires reinvestment and reimagining for a second life address the City’s 2040 Land Use & Redevelopment Goals. The neighborhood nodes identified for the Neighborhood Mixed-Use (N-MU) designation call out the Brooklyn Boulevard Corridor for potential smaller-scale retail, restaurant, and service amenities to the surrounding neighborhoods, and with the idea that existing neighborhood residents could walk, bike, or be within a reasonable distance to local amenities and services. Unlike the broader Twin Cities region, in which the population continues to age, Brooklyn Center’s population grew younger between 2000 and 2010. This is due to an increase in the number of people aged 25 to 34, many of which were starting families and having children. Not surprisingly, increases in the number of young families ultimately place demands on schools, housing affordability, and the types of retail goods and services needed. Although the 2040 Comprehensive Plan noted a median age of residents as 32.8 (2016), the 2020 US Census identified a median age of 32.4 in Brooklyn Center. The median age in Minnesota is 39. It should be of no surprise that the American Community Survey estimates (2018-2022) identify approximately 9% of Brooklyn Center’s population as being under 5 years of age. This demographic falls directly into the Applicant’s area of focus of providing childcare to children from infancy up through preschool years. In the last couple years, City staff has received additional interest and applications to establish daycares in the City. b. The establishment, maintenance, or operation of the conditional use will promote and enhance the general public welfare and will not be detrimental to or endanger the public health, safety, morals or comfort. Applicant Response: We do not believe our facility to be detrimental or endanger the public health, safety, morals or comfort. City Staff Response (Finding): The Subject Property has been vacant for at least two years. The current Property Owner purchased the Subject Property and submitted a proposal for review and consideration of a conversion from office to multi-family residential; however, the request was ultimately denied. The building and property have remained vacant since. As proposed, the childcare center would operate Monday through Friday, from 6 a.m. to 6 or 6:30 p.m. New Horizon Academy currently operates over 100 locations across the country and their standard practice requires children to physically be brought into the center by their respective caregivers. Drop off areas are not used, and it is anticipated parking spaces would be reserved closest to the door for use by parents, guardians, etc. Peak drop-off typically occurs between the hours of 7 and 10 a.m., and pick-up is typically between 3:30 to 6:30 p.m. Parking spaces are generally occupied for short 5 to 10-minute periods of time. There is one full access curb cut that serves the Subject Property; therefore, limiting traffic to only those visiting the proposed childcare center. The Subject Property was last occupied by Electrus Credit Union and featured a standalone ATM located towards the front (west) of the building. All three play areas would be enclosed with a 6-foot exterior fence and internal 5-foot fences between play areas, and the gates provided with alarms. To minimize negative impacts on neighboring businesses, and to ensure adequate distancing from Brooklyn Boulevard, the play areas are proposed for location at Page 47 of 228 App. No. 2025-002 PC 04/10/2025 Page 17 the north and east ends of the building. The closest play area to Brooklyn Boulevard (toddler) would be nearly 50 feet from the property line, and the play area closest to the City’s stormwater pond (preschool) would be fenced in, with the nearest gate located to the west and adjacent to the building wall. City staff are aware of numerous trees located on the Subject Property that are either diseased and/or in poor condition. As part of the Applicant’s proposal, these trees would be removed. This would help address some safety concerns as City staff noted a large tree branch had fallen on a chain link fence located at the north end of the property. The Applicant further outlines plans to modify the existing parking lot through either full reconstruction or a mill and overlay. A new trash enclosure building would be installed, obscuring any view of trash behind a garage door, and the north end of the property, which abuts single-family residential properties, screened with an opaque fence. c. The conditional use will not be injurious to the use and enjoyment of other property in the immediate vicinity for the purposes already permitted, nor substantially diminish and impair property values within the neighborhood. Applicant Response: We believe our conditional use will not be injurious to the use and enjoyment of other property in the immediate vicinity for the purposes already permitted, nor substantially diminish and impair property values within the neighborhood. City Staff Response (Finding): City staff discussed concerns raised by neighboring property owners and with respect to a reuse of the Subject Property with the Applicant after the denial of Planning Commission Application No. 2023-007, which contemplated renovation of the Subject Property from a financial institution/office use to multi-family residential. The Applicant intends to invest over $2 million into the 38-year-old building and property through modifications to the parking lot, the installation of new play areas, fencing and screening, sidewalks, new exterior lighting, new signage, and revisions to the front entrance. New rooftop HVAC units would be installed, and the interior of the building renovated for the new use. The Applicant has designed the site to minimize any potential disruptions to surrounding businesses located in the Boulevard Plaza office condos to the south by locating the playground at the north end of the Subject Property and through enhancements to the property. Although it is likely the childcare center would operate during the same general hours as many of the businesses to the south, the peak traffic occurrences would be limited to the morning and evening hours, rather than throughout the day. d. The establishment of the conditional use will not impede the normal and orderly development and improvement of surrounding property for uses permitted in the district. Applicant Response: We believe our proposed development does not impede the normal and orderly development and improvement of the surrounding property. City Staff Response (Finding): The surrounding properties are generally developed with the exception of an overflow parking lot owned by neighboring Brooklyn United Methodist Church, which is utilized in the warmer months as an outdoor farmers’ market. There are some single-family residential property owners located to the north of the Subject Property, and an office condominium development (Boulevard Plaza) located to the south. The area to the east is owned by the City of Brooklyn Center and functions as a stormwater pond for properties located within the southern half of the Woodbine neighborhood, including the Subject Property. Directly across from the Subject Property, on the west side of Brooklyn Page 48 of 228 App. No. 2025-002 PC 04/10/2025 Page 18 Boulevard, are the BLVD Apartments (formerly Willow Lane), CEAP (Community Emergency Assistance Programs), Hennepin County Northwest Human Service Center, and Osseo Schools Adult Education offices. City Staff does not foresee this business model and use interrupting the normal or orderly operations of surrounding property for the uses permitted for the Neighborhood Mixed-Use (N-MU) land use designation properties, including the Boulevard Plaza office condominiums and Brooklyn United Methodist Church overflow lot located along the east side of Brooklyn Boulevard. While the proposed use would generate more traffic to and from the site, as the Subject Property is currently vacant, the proposed Day Care Facility use would ultimately generate lesser traffic levels than certain other uses permitted within the MX-N2 zoning district (e.g. retail shopping center, grocery store). e. Adequate measures have been or will be taken to provide ingress, egress, and parking so designed as to minimize traffic congestion in the public streets. Applicant Response: As we are using an existing, well-established point of ingress and egress, and parking is actually reduced from prior uses, it represents that we have taken adequate measures to minimize traffic congestion in the public streets. City Staff Response (Finding): There are no plans to alter the existing ingress/egress off Brooklyn Boulevard. Although there are plans to modify the existing parking lot to remove parking spaces, the Applicant has provided an example traffic and parking study outlining typical trip generation and parking needs found at a New Horizon Academy location—refer to Exhibit A. The City does not have a standard parking calculation for licensed Day Care Facilities. In reviewing the materials provided, parents and caregivers would park in spaces located along the south side of the building and bring their children in. There would be no designated pick-up or drop-off area, so there should be no potential queueing in the public streets. Further, by removing the majority of parking from the front of the building, drivers would not need to make additional turn movements and would instead drive straight into the main parking lot, which extends to the back of the property. As is typical with childcare centers, traffic would peak during certain morning and evening hours, rather than carry on throughout the day (e.g. financial institution, retail store). In reviewing the Applicant’s provided parking and traffic information, they indicate that the maximum number of parking spaces occupied would likely be around 8 a.m. and assume 24 parking spaces in use. Although the Applicant intends to remove parking spaces, around 18 parking spaces would still be available based on these calculations. The Applicant notes that there is a regional justification for lowering the parking needs for the use as the Subject Property is served by public transportation, and they anticipate a higher level of mass transit users. The parking and traffic study provided, which utilizes their East Apple Valley location as a baseline, is not well served by public transportation. The Applicant’s architect has designed over 120 childcare centers across the country and in reviewing other locations with respect to parking densities, finds as follows for suburban locations: Page 49 of 228 App. No. 2025-002 PC 04/10/2025 Page 19 Table 3. Childcare Center Site Comparisons based on Facility Size, Child Capacity, and Provided Parking Ratio. Based on the above information, the proposed Brooklyn Center location would be provided at a ratio of approximately 4.14. City staff reviewed other standalone daycare locations in Brooklyn Center, including the Aubrey Della Early Childhood Center off Brooklyn Boulevard, which has capacity for 84 children and approximately 60 on-site parking spaces, but also offers workforce development and parent training services, and KinderCare off Earle Brown Drive, which has a capacity for 107 children, but only 25 parking spaces. In reviewing both locations, it appeared both locations were providing sufficient parking. f. Impacts such as noise, hours of activity, and exterior lighting have been sufficiently addressed to mitigate negative impacts on nearby uses. Applicant Response: Other than the sound of children playing inconsistently during business hours, and we do not operate at night, we have adequately addressed this concern. City Staff Response (Finding): As proposed, the childcare center would operate Monday through Friday from approximately 6 a.m. to 6:30 p.m. No weekend or evening childcare hours would be provided. The proposed play areas would be located toward the north end of the site, which would offer additional separation for any noise generated by children while playing, and from the office condo business owners. The Applicant also proposes to install new exterior site lighting in the form of new light poles and wall sconces. Although the Applicant will need to revise the provided photometric plans to address decreased illumination levels near the driveway entrance and front entry locations, the proposed lighting fixtures meet code requirements, and the majority of the parking lot falls within City-required illumination range levels. City staff requests that the Applicant ensure no excessive glare is cast off toward the Boulevard Plaza office condos to the south, as their windows face the Subject Property parking lot. g. The conditional use shall, in all other respects, conform to the applicable regulations of the district in which it is located. Page 50 of 228 App. No. 2025-002 PC 04/10/2025 Page 20 Applicant Response: We agree to the best of our knowledge and belief. City Staff Response (Finding): City staff will continue to work with the Applicant pending approval of the requested conditional use permit to ensure the City’s regulations for the district in which the Subject Property is located are address. As is the case with any other property in the City of Brooklyn Center, should any business operations, nuisance, or property complaints arise, the City would address these through the typical channels (e.g. code enforcement). ANTICIPATED PERMITTING AND CONDITIONS Following a review of the submitted materials and the request, City staff recommends the following conditions be attached to any positive recommendation on the approval of a major site and building plan amendment and conditional use permit for Planning Commission Application No. 2025-002, which would allow for the conversion of the former Electrus (Spire) Credit Union office building, located at 7100 Brooklyn Boulevard, to a New Horizon Academy early learning center: 1. The Applicant shall adhere to the provisions as outlined under Section 35-7700 (Conditional Use Permits) and coordinate with City staff to file a copy of the City Council resolution approving the requested conditional use permit, along with a legal description of the Subject Property for which the permit was issued, and list of any conditions set forth by City Council as a condition of said conditional use permit. A certified resolution shall be recorded by the Applicant with the Hennepin County Recorder—Registrar of Titles pending approval of the related application. i. The Day Care Facility shall maintain a valid license and a copy of said license and application shall be submitted to the City annually. Failure to maintain a license shall be subject to the conditions outlined under Section 35-7700. 2. Any major changes or modifications made to this Site and Building Plan, and as outlined within the City Code, can only be made by an amendment to the approved Site and Building Plan as approved by the City Council. i. The building plans are subject to review and approval by the Building Official and as outlined in the memorandum dated April 4, 2025 with respect to applicable codes prior to the issuance of permits. ii. The Applicant shall apply for and obtain separate City approval for the vacation and dedication of certain easements located on the Subject Property. iii. A SAC Determination shall be submitted by the Applicant to the Metropolitan Council for the change of use and any associated fees paid at the time of any permit issuance. iv. Photometric Plans and any proposed lighting fixtures are to comply with Section 35-5400 (Exterior Lighting). v. The Applicant shall ensure an irrigation system is in place to facilitate maintenance of new and existing site landscaping and green areas, and irrigation shop drawings for any new systems shall be submitted for review and approval prior to installation. 3. Any outside trash disposal facilities and rooftop or ground mechanical equipment shall be appropriately screened from view per City Code requirements and a detail sheet provided. i. Per City Code requirements, the proposed trash enclosure shall be located a minimum of five (5) feet from the interior and rear property lines, provide a minimum 20-foot clearance from an existing fire hydrant located on City Page 51 of 228 App. No. 2025-002 PC 04/10/2025 Page 21 property, and the area shall be striped for no parking. 4. The Applicant shall work to ensure all applicable Minnesota Fire Code requirements have been met as part of any site plan approval and with respect to the proposed modifications to the building. i. A fire sprinkler system is required to be installed and shall be maintained on a consistent basis per City Code requirements. 5. The Applicant agrees to comply with all conditions or provisions noted in the Principal Engineer’s review memorandum, dated April 4, 2025. 6. Application to and approval from the Hennepin County Health Department as needed for the proposed kitchen area. 7. The Applicant shall submit a Sign Permit Application for any proposed signage (e.g., wall, freestanding) and receive issuance of a permit prior to any installation. Signage shall comply with the City of Brooklyn Center sign code provisions for a Neighborhood Mixed- Use District property. Recommendation Based on the above-noted findings, City staff recommend the Planning Commission recommend City Council: Approval of a major site and building plan amendment and conditional use permit that would allow for the renovation of a former financial institution and office building to an approximately 14,000-square foot New Horizon Academy early learning center (Licensed Day Care Facilities—13 or greater persons) located at 7100 Brooklyn Boulevard, based on the submitted plans and findings of fact, as amended by the Conditions of Approval in the April 10, 2025 Planning Commission Report. ATTACHMENTS Exhibit A – Planning Commission Application No. 2023-007 Plans and Documents, submitted March 11, 2025. Exhibit B – Public Hearing Notice, submitted for publication in the Brooklyn Center Sun Post, dated March 27, 2025. Exhibit C – Report and Documentation for Planning Commission Application No. 85011. Exhibit D – Review Memorandum, prepared by Principal Engineer, Touyia Lee, dated April 4, 2025. Exhibit E – Review Memorandum, prepared by Building Official Dan Grinsteinner, dated April 4, 2025. Exhibit F – Public Comment (email), dated April 6, 2025. Page 52 of 228 - 1 - Rylaur, LLC 14 Pheasant Lane North Oaks, MN 55127-2512 612-868-3636 March 11, 2025 SUMMARY REPORT TO: Ms. Ginny McIntosh; City Planner, City of Brooklyn Center FROM: A. Peter Hilger, AIA philger@rylaur.com RE: Proposal for New Horizon Academy 7100 Brooklyn Blvd. North Please find attached documentation necessary for the city of Brooklyn Center to review the feasibility of a childcare facility on the referenced parcel, and to issue a Conditional Use Permit thereon. ABOUT NEW HORIZON ACADEMY New Horizon Academy is a high-quality early learning provider that is 4-Star Parent Aware rated and accredited by the National Association for the Education of Young Children (NAEYC), the gold standard in the early childhood industry. New Horizon Academy has been serving metro area families since 1971. In fact, New Horizon Academy opened its first school in Brooklyn Center at 1200 69th Avenue N. Currently, it operates a school located at 6842 Humboldt Avenue N.Their current facility is tired, and numerous negotiations with their landlord for improvements to their school and the overall development have been unsuccessful. As such, New Horizon Academy would like to find a viable replacement option where it can create a new first-class school that will also increase the capacity in order for it to serve more families in the Brooklyn Center community. They have looked tirelessly for a viable option without success. Please see attached letter from New Horizon Academy. If it does not find a viable replacement option before their lease expires in 2026, enrolled families will be displaced, and the community will lose this cherished asset. This new school will be a first-class, remodeling of an existing two-story building to meet the site and building program criteria. It will include an indoor large motor room, 3 playgrounds; have increased capacity and additional programming features that their current facility is unable to provide. ABOUT THE SITE The site is located at 7100 Brooklyn Blvd. on one parcel roughly 48,095 SF with nearly 10% of the site area allocated for utility easements (PID:2711921330097). The site is currently zoned MX-N2 Neighborhood Mixed Use, but was constructed under an older ordinance. Childcare is an approved use by Conditional use Permit, as presently applied, and is consistent with the City’s Comprehensive Plan. The ordinance limits buildings in this district to 10,000 SF of gross building area on this site, however, as this building is existing and was constructed in 1987, with no increase in building footprint proposed, we respectfully request a variance of 1,212 SF to increase to our desired capacity of roughly 12,127 SF (10% variance, excluding basement). Exhibit A Page 53 of 228 - 2 - Rylaur, LLC 14 Pheasant Lane North Oaks, MN 55127-2512 612-868-3636 The proposed use as a childcare center does not generate any environmental concerns, nor does it generate noise (except children at play – hopefully deemed a pleasant sound). Hours of operation are generally 6:00 AM to 6:00 or 6:30 PM, Monday through Friday. New parking lot and building lighting is proposed to be glare free and energy efficient. A Phase 1 Environmental Evaluation has been prepared by Caltha,LLP dated 02.17.2025 and summarized no recognized environmental hazards. A geotechnical evaluation has been ordered for the purposes of supporting playground equipment, and an ALTA survey by Civil Site Group is complete. The site is sufficiently large enough to accommodate adequate parking and sufficient play space, as this report will demonstrate. BUILDING AND OCCUPANCY At 12,127 SF+/-, this two-story building is intended to visually blend with, and improve, the general characteristics of its commercial neighbors. The actual program breaks down as follows: NEW CENTER Compared to EXISTING CENTER Infants: 2 rooms @12 = 24 Infants: 9 Transition: 1 room @14 = 14 Transition: 0 Toddler: 2 rooms @14 = 28 Toddler: 15 Preschool: 4 rooms @21 = 84 Young Pre: 14 PreSchool: 33 TOTAL CHILD COUNT: 150 + 24 staff 69 Typical Industry Occupancy Rate 80% (conservative) TOTAL Anticipated Population Daily Density: 133 With accessory spaces as follows: Large Motor Play Space: 1,014 SF for use by occupants (one full classroom at a time per licensing) Sensory Room: individual or very small group interactions Mother’s Room Various Storage, Service and Administrative functions Operationally, on any typical operating day during the school year at New Horizon’s typical existing centers, daily attendance averaged 143 children (typical school capacity is 172 children, 75% occupancy rate) and 23 staff, including families that have two children attending. Average for childcare centers generally is a 70% occupancy rate at any given time. It is important to note that licensed capacity is strictly focused on design standards for classrooms and play spaces. Rarely are any centers fully occupied. Finally, many staff also have their own children in the program, or also rely on public transportation, ride sharing and other means to access the site. A segregated, fully enclosed trash enclosure is proposed on the southeast side of the property, proposed to be constructed of similar materials to match the building. Its location is designed to avoid many utility easements. The building will be classified as Type II-N construction, I-4 / E occupancies with an existing fire sprinkler system for the entire building. Page 54 of 228 - 3 - Rylaur, LLC 14 Pheasant Lane North Oaks, MN 55127-2512 612-868-3636 ARCHITECTURE The building is relatively durable for a structure exceeding 38 years old. Constructed of full wythe brick spandrel panels and ribbon windows surrounding the entire perimeter, we had a structural, mechanical and electrical inspection completed. Some structural remediation may be necessary as new HVAC units are proposed to be added to meet current ASHRAE codes. The roof is in good condition, and the existing rooftop unit HVAC is also relatively new. Fully sprinklered and hosting a working, licensed elevator, the building is easily remodeled into a childcare facility. In order to comply with licensing and building codes, all children under 30 months (infant and toddlers) will be co-located on the ground floor with new exit doors to the exterior from the classroom spaces. The upper level will host four preschool rooms. Mobility to the lower-level playground spaces will be through the east stairwell and the elevator, as the case may require. Child-friendly handrails are provided at all stairs. The existing basement contains mechanical rooms and is serviced by the elevator and two stairwell exits. Formerly a training room, the windowless space is being converted into a large motor (exercise activity) facility and not as a permanent classroom space. Large motor rooms are a common accessory function within many childcare centers. Overall, the building is well- adapted to meet the needs of New Horizon Academy. Figure 1: View from southwest entrance of the existing facility Figure 2: View of north property frontage Page 55 of 228 - 4 - Rylaur, LLC 14 Pheasant Lane North Oaks, MN 55127-2512 612-868-3636 We do not plan any major changes to the building or its essential character other than to remodel the existing entrance elements, creating a covered entry canopy to best transition parents and children to enter during inclement weather, as well as to create a “centering element.” We will remove what we believe was an added diamond-like device at the roof line and restore the original roof profile and materials. The new entrance is planned to look like this: Figure 3: Redeveloped entry feature PLAY SPACES New Horizon Academy is committed to well-designed play-spaces, ones that do not rely solely upon large motor skill equipment, but also some natural elements that invite a child’s explorative curiosity in keeping with their mission. The plans call for the three different play areas (infant, toddler, and preschool). Additionally, the play areas will utilize best practices for safety, and all exceed the licensing 1,500 minimum play space requirement. The play areas are all designed well above the licensing standard minimum areas (75 SF per child except infants that do not require dedicated play space), proposed to be sized as follows: (subject to final site design): · Infant area: 496 SF for 12 infants = maximum one room per play (crawl) session · Toddler Area: 3,718 SF for 28 children = maximum two rooms max per session · Preschool Area: 6,011 SF for 63 children = maximum 2 or 3 classrooms per session The surfacing of the play areas is entirely a cushioned, low maintenance artificial turf (fall zone) with a subsurface drainage weep system. FENCING, AMENITIES, LANDSCAPING AND SCREENING, AND SIGNAGE Each of the three age-segregated play areas are proposed to be fenced with a 6’-0” high black steel ornamental picket style (no screening or opacity) where not abutting a residential neighbor. In that situation, we propose a 6’-0” high opaque screen plastic fence on the mutual property boundary. Internal fences separating play spaces from each other are 5’ high (such as between Toddler and Preschool play-spaces. All fence gates would be secured with panic hardware and pool alarms. Page 56 of 228 - 5 - Rylaur, LLC 14 Pheasant Lane North Oaks, MN 55127-2512 612-868-3636 The proposed landscape is designed for a variety of species, densities and textures. Landscaping is not specifically called for within the play spaces due to lack of survivability in that environment. Based on an existing tree inventory provided by the City, many of the existing trees will be removed as either diseased or invasive. Several specimen trees have been preserved. The landscape will be fully irrigated with a system using water efficient technologies such as water saving sensors, a flow meter, and dripline in the planting beds. A new pedestrian link from the front entry to the public way is also being created, along with a bicycle rack to improve pedestrian access. A new fully enclosed trash enclosure and a small storage shed serving the preschool play area is also proposed, to be clad partially in brick to match the building sill height, with the remainder as steel siding. We are proposing to install a ground mounted monument style sign consistent with our prototypical standards, as well as one building mounted sign on the brick spandrel facing Brooklyn Boulevard. Figure 4: Proposed Monument Sign (or similar) PARKING AND CIRCULATION Section 35-5506 of the Unified Development Code does not appear to provide a specific parking requirement for childcare use, however it does prohibit parking in the designated front yard. Paragraph (d) thereunder states that for uses not covered by the list, the minimum shall be the number of “spaces as required for the most similar use as determined by the zoning administrator.” Consider the following evidence: 1. The existing lot comprises 64 stalls over 25,575 SF of paved surface area (53% of lot). 2. We propose a 41-stall facility over 15,445 SF (32% of lot area) with a hammerhead configuration at the northwest end adequate for fire apparatus turnaround. 3. The existing front yard parking and ATM drive through area comprise 7,748 SF (16% of lot area) for 15 cars. The proposed front yard parking lot configuration reduces the paving to 2,723 SF (6% of lot area) for 6 cars, a reduction of 10% of the total paved lot area and 9 fewer cars parked while preserving an emergency vehicle turnaround. 4. The total paved surface area is reduced by roughly 10,000 SF, totaling 20% of lot area, and 39% of the hard surface parking area, converting that savings to children’s play spaces and improved landscaping. Given this significant reduction of parking in the front yard, and the fact this is a building and site that predates the current zoning ordinance, we respectfully request a variance to the full elimination of parking in the front yard. The difference in parking lot configurations is best illustrated as follows: Page 57 of 228 - 6 - Rylaur, LLC 14 Pheasant Lane North Oaks, MN 55127-2512 612-868-3636 Figure 5: Proposed Existing to New Parking Lot Configuration Children are not dropped off at the sidewalk or parking lot. Every child is brought into the center by their caregivers. Stalls along the front of the building are typically reserved for this function, the peak time of which is 7-10 AM and 3:30 – 6:30PM. The time of stall occupancy is fairly short, typically 5-10 minutes maximum. New Horizon Academy has extensive experience understanding its parking needs along with other data to support our design. First, the Institute of Traffic Engineers (ITE) Parking Generation Manual has established three separate calculation metrics: · a rate of 0.24 spaces per student, Using 0.24 X 150 students = 36 parking stalls · An average of 2.45 stalls per 1,000 SF = 11,750 SF gross X 90% = 10,575 SF net/1,000 = 10.6 X 2.45 = 26 parking stalls · an average of 1.22 spaces per employee = 25 X 1.22 = 31 parking stalls Averaging these three factors yields a parking stall count of 31 stalls, less than the 42 stalls we are proposing. Second, New Horizon Academy has commissioned a traffic study of their existing East Apple Valley center of a similar occupant load (168 vs 150 here), to provide empirical evidence of the licensed occupant load calculations and their impact on parking. Please see attached traffic study. Following are the actual peak hour and 14-hour total traffic trip generation for a typical week at the existing centers of similar size and design: Page 58 of 228 - 7 - Rylaur, LLC 14 Pheasant Lane North Oaks, MN 55127-2512 612-868-3636 The following chart summarizes the density of use of the parking lot from the East Apple Valley center from 5:30 - 7:30: From this study, the maximum number of occupied parking spaces at any given time was 24, occurring at 8:00 AM during the morning peak. Further New Horizon Academy has tied the employment at any given time to occupant load factors and parking demands for employees. Please see attached letter referencing employment and parking. Finally, there is plenty of regional justification for a lower standard. First, this site is well served by public transit, whereas East Apple Valley is not, and we expect a larger percentage of mass transit users, both staff and families, at this location. Second, Rylaur has designed over 120 childcare centers around the city and country, and offers the following examples of parking densities for similarly designed and managed facilities in suburban locations: Page 59 of 228 - 8 - Rylaur, LLC 14 Pheasant Lane North Oaks, MN 55127-2512 612-868-3636 This analysis suggests an average of 4.14 occupants per stall, meaning our 42-stall parking lot could support 174 occupants, matching our planned capacity of 174 staff and children at 100% occupancy. As you can see from this comparative study, we are right in line with regional evidence and experience, providing more parking than other codes and traffic standards would allow. Based upon this evidence from three separate source calculations, we respectfully request the parking determination as acceptable to meet our planned demand. EASEMENT ADJUSTMENTS Since this site was originally part of a larger planned development, easements covering roughly 10% of the site area were created. Most of these easements are workable, however two adjustments to easements are required. Figure 6: Lot 2 Pond Access Easement Adjustments Page 60 of 228 - 9 - Rylaur, LLC 14 Pheasant Lane North Oaks, MN 55127-2512 612-868-3636 First, there is an existing access easement over the south and east parking lot to enable the City to access the pond on Lot 2 (shown in green, Figure 4). The east parking lot is being removed and replaced with preschool play areas. We request a portion of this easement be vacated (red), and the current easement extended to our new surmountable curb line (blue), illustrated as follows: Second, there is a utility easement across the south parking lot connecting to Brooklyn Boulevard, containing water and sewer (green, Figure 5). However, when constructed, the sewer line ended up taking a slightly different route, ending up outside the easement (yellow). We request to vacate that portion of the easement devoid of utilities (red), and relocate an easement over the existing sewer line (blue), illustrated as follows: Figure 7: Adjustment requested to sewer line easement NEXT STEPS New Horizon Academy, as a long-time employer and childcare service in the city, respectfully requests that: 1) to generally support the development as proposed, including a variance to the full elimination of the front yard parking; and 2) approval of the changes to the utility and access easements as generally described, and 3) to approve the Site Plan and Conditional Use permit as presented. Thank you for your consideration. If you have questions, or need additional information, please advise. END OF SUMMARY REPORT Attachments: New Horizon Traffic Study - Apple Valley, SEH, October 20, 2021 City Submittal Drawing Package Letter from New Horizon Academy describing challenges on finding sites in Brooklyn Center. Page 61 of 228 NEW HORIZON ACADEMY March 18, 2025 The City of Brooklyn Center Attn: Ginny McIntosh, Planning Manager 6301 Shingle Creek Parkway Brooklyn Center, MN 55430 gmcintosh@brooklyncentermn.gov RE: New Horizon Academy Condition Use Permit for 7100 Brooklyn Boulevard Dear Ms. McIntosh: I am writing in response to your request that New Horizon Academy address how we plan to satisfy the Conditional Use Permit Criteria for the new school to be located at 7100 Brooklyn Boulevard. Please see the responses to each of the items mentioned in Section 35-7703 of the Unified Development Ordinance: a.The conditional use will be in accordance with the general objectives, or with any specific objective, of the City's Comprehensive Plan and this UDO. NHA Response: We agree to the best of our knowledge and belief b. The establishment, maintenance, or operation of the conditional use will promote and enhance the general public welfare and will not be detrimental to or endanger the public health, safety, morals or comfort. NHA Response: We do not believe our facility to be detrimental or endanger_the public health, safety, morals or comfort. c.The conditional use will not be injurious to the use and enjoyment of other property in the immediate vicinity for the purposes already permitted, nor substantially diminish and impair property values within the neighborhood. NHA Response: We believe our conditional use will not be injurious to the use and enjoyment of other property in the immediate vicinity for the purposes already permitted, nor substantially diminish and impair property values within the neighborhood. d.The establishment of the conditional use will not impede the normal and orderly development and improvement of surrounding property for uses permitted in the district. NHA Response: We believe our proposed development does not impede the normal and orderly development and improvement of the surrounding property. New Horizon Academy• 3405 Annapolis Lane N. • Suite 100 • Plymouth, MN 55447 • (763) 557-1111 • Fax: (763) 383-6101 • newhorizonacademy.net Page 62 of 228 Page 63 of 228 Company Profile New Horizon Academy Our Family Cares About Your Family Page 64 of 228 New Horizon Academy Company Profile2 New Horizon Academy, a Minnesota family-owned and operated company, has been serving young children since 1971. Our founder, Sue Dunkley, began her career as an elementary school teacher. Sue knew she needed to provide a nurturing place for children to go before they ventured out into the big world and entered school, a place that would help them believe in themselves. That is why New Horizon was born. Today, Chad Dunkley, Sue’s son and one of New Horizon Academy’s first students, is our chief executive officer. Chad ensures that the commitment to excellence Sue strived for in New Horizon’s early years and the foundation that our company was built upon continue to be the cornerstone for each New Horizon Academy. Indeed, the entire mission, philosophy, and practices of New Horizon Academy are devoted to that commitment to excellence and the development of a healthy sense of self in every child enrolled in our programs. Because of our continuing love, belief, and dedication to children, we have flourished to become one of the nation’s most successful and respected providers of childcare and early education. As New Horizon Academy continues to grow and serve more families each year, we will always have family roots, a warm atmosphere, an open door, and a commitment to excellence. About Us Page 65 of 228 New Horizon Academy Company Profile 3 Our Mission To open “New Horizons” of self-esteem and potential for the little people entrusted to our care, their families, and our employees by providing and continuously improving the best child development on the planet! Company Highlights We strive to provide the best early childhood experiences for young children, building their confidence so they can become capable and resilient lifelong learners. But beyond our classrooms, we care about all children. We fight to ensure all children have access to high-quality early learning experiences in their most critical time of brain development. Our Vision Page 66 of 228 New Horizon Academy Company Profile4 Our Values Page 67 of 228 New Horizon Academy Company Profile 5 Company Milestones 2000s 1970s Founded by Susan and William Dunkley, New Horizon Nursery School opens. 2010s We continue our commitment to innovation and create the farm-to-table program for our schools. We are one of the first childcare organizations to make a commitment to the Partnership for a Healthier America. 1990s Our commitment to excellence continues with our acquisition of several schools in Idaho and the operation of 47 schools in Minnesota. Our schools earn accreditation from the National Association for the Education of Young Children (NAEYC). Our first onsite corporate school opens in Securian. A New Horizon “I believe each and every child deserves a new horizon.” - Susan Dunkley, Founder 1980s We are the first school to use sign language in infant classrooms to enhance communication and language development. 2018 We expand into the Iowa market by opening our downtown Des Moines school. 2019 We open another school in Boise, Idaho, by forming a partnership with The Salvation Army. 2019 Colorado expansion begins with opening our Centennial school. 2020 We continue to expand in Iowa and form a partnership with Pella Corporation. 2022 Nationwide expansion continues, and we open our first property in Kansas. Today We continue to thrive as one of the most successful and respected childcare providers. We currently operate over 100 nationally accredited schools in Minnesota, Idaho, Iowa, Colorado, and Kansas. All of our eligible schools are nationally accredited and many have earned the highest rating from QRIS programs. 2017 Most Admired CEO “We provide the best possible learning environment for children during their most formative years.” - Chad Dunkley, CEO Page 68 of 228 New Horizon Academy Company Profile6 “New Horizon Academy has been a trusted partner in the care and education of my children. I am thankful that I can drop my children off and leave with peace-of-mind that they are safe and well cared for every day! The curriculum is top notch. I am always amazed at what my children have learned.” - Rachel M., Parent at New Horizon Academy Our Leadership Team It is not an average mission to provide the best child development on the planet, but New Horizon Academy is not an average company. New Horizon Academy is an exceptional organization with an abiding commitment to excellence in every aspect of the programs and services we provide. We have a very strong and consistent leadership team. In fact, since 1971, our company has had only two CEOs. The founder and current president remains actively involved in the strategic direction and mission of the organization, and that consistent leadership provides a firm foundation from which we continue to flourish. All of our senior leaders have at least 10-20 years of industry experience, and many of our senior leaders have been with New Horizon Academy for over 20 years. Most of our directors have been with us for a decade or more. Page 69 of 228 New Horizon Academy Company Profile 7 About Chad Dunkley, Chief Executive Officer A passionate and published leader, speaker, and advocate, Chad Dunkley drives the strategy and culture of continuous improvement at New Horizon Academy. After earning a juris doctor degree from William Mitchell College of Law, Chad followed his mom’s footsteps into early care and education. He says the moment he held his infant son in his arms, he knew there was no more important work than providing the best early education programs for young children and their families. Throughout his career, Chad has earned international recognition as a leader. Chad was named a Most Admired CEO by the Minneapolis/ St. Paul Business Journal (2017) and an Exceptional Emerging Leader by the Child Care Information Exchange (2015). In 2004, the Minneapolis/St. Paul Business Journal recognized Chad as one of the region’s most outstanding leaders as one of their Forty Under 40 award recipients. Chad is co-chair of The Early Care and Education Consortium (ECEC), a nonprofit alliance representing over 7,000 multi-site and multi-state childcare programs nationally. Chad is also president of the Minnesota Child Care Association (MCCA), an executive board member of the Chad Greenway Lead the Way Foundation, and a board member of the Minnesota Business Partnership. Chad also completed a four- year term on the governing board of The National Association for the Education of Young Children (NAEYC) in 2017. Page 70 of 228 Leadership Team New Horizon Academy Company Profile8 Penny Allen Chief Financial Officer Penny serves as the chief financial officer for New Horizon Academy and Kinderberry Hill. In this role, Penny provides strategic leadership for the company’s business and finance functions, as well as for the management of its financial and capital resources. She oversees the areas that provide critical business functions including purchasing, payroll, financial reporting, accounts receivable and payable, revenue reporting and financial systems. Penny works collaboratively with all departments to help carry out the company’s mission of continuous improvement. Penny is a certified public accountant and received a B.A. in business administration from the University of Wisconsin-Madison. She began her career in public accounting, and prior to joining the company in 1994 worked in various accounting and finance roles. Penny was recognized in 2018 as a CFO of the Year honoree from the Minneapolis/St. Paul Business Journal. Jill Dunkley Executive Vice President and General Counsel Jill serves as the chief legal officer and the executive vice president for New Horizon Academy. She provides advice and counsel to all departments within the organization, including overseeing a broad range of legal issues, real estate matters, regulatory matters, employment, acquisitions, and reputational risks. Prior to joining New Horizon Academy, Jill was an attorney with Dunkley and Bennett, P.A., where her primary practice areas included corporate, real estate, securities, mergers and acquisitions, employment, and a variety of commercial transactions. Jill received her juris doctor degree from William Mitchell College of Law and a bachelor’s degree in international studies from Hamline University. Jill actively supports philanthropic events that are focused on improving the lives of children. Page 71 of 228 New Horizon Academy Company Profile 9 Jessie Watson Regional Vice President Jessie is responsible for all aspects of successful school operations in our multi-state market and employer-sponsored schools. She began her career at New Horizon Academy as a preschool teacher in 1990. After earning a BA in child psychology from the University of Minnesota, Jessie advanced to a director role before being promoted to district manager overseeing a district in Minnesota. As New Horizon Academy’s commitment to growth and expansion developed, Jessie was again promoted to regional vice president. As a previous validator, assessor, and presenter with NAEYC, Jessie remains closely involved with the national accreditation process. Jessie currently conducts NAEYC training for New Horizon Academy employees and participates in NAEYC’s Large System User Group. She is a member of and is on the Policy and Advocacy committee for the Early Childhood Education Association in Colorado. Kelly Ashton Regional Vice President Kelly has been with New Horizon Academy since 1987. She began her career as a preschool teacher, followed by director and district manager. Now as regional vice president for New Horizon Academy, Kelly oversees all school operations in Minnesota for over 60 programs, 6 districts and district managers, and over 1,000 employees. She has been on the board for Minnesota Childcare Association (MCCA) for over 20 years and acts as the conference chair for that organization, organizing two conferences a year open to all licensed childcare programs in Minnesota. She is a previous validator for both the National Association for the Education of Young Children (NAEYC) and the National Early Childhood Program Accreditation (NECPA). Kelly received her BS degree in home economics from the University of Nebraska. Page 72 of 228 New Horizon Academy Company Profile10 Cara Johnson-Bader Vice President of Marketing and Parent Experiences Cara Johnson-Bader is the vice president of marketing and parent experiences at New Horizon Academy. Cara is focused on enhancing the engagement of current and prospective families. Cara is responsible for corporate brand strategy, traditional and digital marketing, media and creative strategy, parent communication, as well as data analytics and business intelligence strategy. Cara joined New Horizon Academy in 2010 as director of parent experiences. She was promoted to vice president of marketing and parent experiences in 2017. Since then, Cara has led several initiatives to further the omnichannel marketing message of New Horizon Academy including a new website and best-in-class, modern digital marketing strategies to advance the organization’s reputation as a leader in the early childhood care and education industry. Cara has created and hosts a podcast called “Parenting Pickup,” and she is a featured columnist for Idaho Family Magazine, where she shares advice on everything from parent-child relationships to children’s behavior and parenting styles. Cara holds a B.A. from St. Catherine University. When not at work, Cara enjoys being the mother of two highly active boys who are themselves New Horizon Academy alumni. Carol Luo Vice President of Human Resources Carol joined New Horizon Academy in 2022 as the vice president of human resources. In this role, Carol leads the full-cycle human resources function supporting the operations of our schools in all markets. Carol believes in the power of relationships and leads through the lens of diversity, equity, inclusion, and belonging. She has a passion in developing people and strives to find collaborative ways to bridge intercultural differences. Prior to joining New Horizon Academy, Carol held key leadership positions across several industries: health care, consulting, manufacturing, commercial real estate, luxury hospitality, and non-profit. Carol brings to New Horizon Academy twenty years of extensive experience in all areas of HR. She holds a bachelor’s degree in human resource management, a master’s degree in industrial relations, and a globally-recognized Senior Professional in Human Resources (SPHR) certification. Carol is bilingual and speaks Mandarin Chinese. Carol enjoys volunteering in her community. She has served as commissioner at the Diversity, Equity and Inclusion Commission of Golden Valley City Council, and co-chaired the DEI Committee of the Parent Association Board at her daughter’s school. Page 73 of 228 New Horizon Academy Company Profile 11 “I was the director at a non profit center for about three years prior to NHA acquiring our program. At the time, I thought I loved my job and my staff were happy. We were terrified of NHA taking over. Turns out, it was the most amazing thing that could have happened to me, my staff, and families! There was so much support and communication throughout the transition! We had no idea what we were missing out on with our prior company! Fully stocked classrooms, a corporate office support team, and upper management that cared about my school and staff! I am still with NHA, now a District Manager, and am so grateful that my staff and I were able to stay with such an amazing company!” - Angie Omeilianchuk, District Manager Bev Bauman Vice President of Staff Development and Education Bev has been with New Horizon Academy since 1989 and has held many positions focusing on curriculum development and implementation, organizing professional development classes and conferences, all while overseeing the education team and early childhood mental health specialists. She previously served as the department chair of the early child program at Rasmussen College. Bev is a graduate of Moorhead University with a BS degree in elementary education and has a master’s degree in educational leadership. Her passion includes training New Horizon Academy and Kinderberry Hill employees on the many aspects of the early childhood field. Clare Sanford Vice President of Government and Community Relations Clare joined New Horizon Academy in 2015 and also serves as government relations chair for the Minnesota Child Care Association. As an advocate and lobbyist, she works to increase childcare access, quality, and affordability for young children, families, and the professionals who support them. She began her career teaching in a high-poverty elementary school in Houston, Texas, an experience that spurred her to learn more about the macro issues affecting low-income children and families in our society. Since then, she has held varied positions in the government, philanthropic, and non-profit sectors, all focused on young children and vulnerable families. Clare was recognized in 2018 with a Women in Business award from the Minneapolis/St. Paul Business Journal, and in 2019 as an Exchange Leader by Child Care Exchange magazine’s leadership initiative. Clare received her BA from St. Olaf College and her MPP from Harvard University’s Kennedy School of Government. Page 74 of 228 New Horizon Academy Company Profile12 Jonathan Thomas Vice President of Information Technology Jonathan Thomas has over twenty years of experience as a senior IT leader and program manager with multiple Fortune 200 companies. Joining New Horizon Academy in 2019, Jonathan brings experience successfully delivering mission- critical multimillion-dollar projects, developing high-performing teams, and leading diversity and inclusion efforts. Jonathan holds multiple technical and project management industry certifications. Jonathan has three children and four grandchildren, is a certified life coach, and leads mentorship and community outreach programs. John Rosen Vice President of Real Estate Development John joined New Horizon Academy in January of 2019 as vice president of real estate development. John leads the company’s effort to identify and secure new markets and site opportunities. In the 30 years John has been in the childcare industry, he has been involved in the development of over 250 schools and acquisitions of nearly 100 operating school businesses. Prior to joining New Horizon Academy, John was vice president of real estate and development for Primrose School Franchising Company where he managed the full real estate development function across the county. Primrose delivered 130 new schools during John’s time with the company. From 1990 through 2003, John was executive vice president of real estate services for ARAMARK Educational Resources where he was responsible for real estate development, financing, lease and asset administration, purchasing, and facilities and fleet management. During John’s time at AER, the company grew from 400 to 650 schools. John attended the University of Denver where he obtained a BS in real estate and construction management. Heidi Pross Senior Director of Construction and Facilities Heidi joined New Horizon Academy in June 2021 with over 30 years of experience in the design and construction of commercial buildings ranging from retail to material handling to jet engine testing facilities. As the senior director for construction and facilities for all New Horizon Academy and Kinderberry Hill locations, it is her responsibility to ensure that we have safe and clean facilities for our teachers and children. She brings her knowledge of the design and construction industry to continuously improve the energy-efficiency, cost, and aesthetic of our spaces. She has a degree in architectural engineering from Penn State and an MBA from the University of St. Thomas. Page 75 of 228 New Horizon Academy Company Profile 13 “The teachers, environment, and curriculum are absolutely wonderful! We are continually impressed by all the teachers and all that our son is learning! We love New Horizon Academy! - Valentia G., Parent at New Horizon Academy Page 76 of 228 New Horizon Academy Company Profile14 Why We’re Unique Commitment to Our Employees New Horizon Academy has been named a Top Workplace for six consecutive years and leads the industry in compensation and benefits. We retain the best early childhood educators by offering a 401(k) match, employer-sponsored health insurance, 50 percent off childcare tuition, paid time off, educational reimbursement and scholarships, and advancement opportunities. Commitment to Accreditation At New Horizon Academy, 100 percent of our eligible programs are accredited by the National Association for the Education of Young Children (NAEYC), the recognized gold standard in the field of early care and education. This is an accomplishment we are very proud of, and we are confident that no other provider of our size has achieved this same recognition. Highest Quality Rating New Horizon Academy is proud to receive the highest rating possible from each state’s quality rating and improvement system. Achieving the highest-quality rating means New Horizon Academy excels in essential standards that support quality learning for all children. Page 77 of 228 New Horizon Academy Company Profile 15 “I was worried about the transition from our current school to New Horizon Academy, but our directors and teachers stayed, they [New Horizon Academy] introduced an electronic communication app, new curriculum, and renovated the school. It was an amazing changeover. We liked our previous school, but we are now raving fans of New Horizon Academy. Our family fell in love with the new amenities and support systems. Way to go New Horizon Academy!” - Juan C., Parent at New Horizon Academy Quality Education Programs Our thoughtfully planned education programs are designed to meet the specific needs of the children enrolled in our schools. We currently use Creative Curriculum paired with the Teaching Strategies Gold Assessment process so parents can be actively engaged in their child’s growth and development. Creative Curriculum uses child-initiated learning focusing on the child’s interests, strengths, and learning styles. Creative Curriculum is a researched- based curriculum based on developmentally appropriate practices to enhance the learning in the classroom. Our goal is to help children become independent, self-confident, inquisitive learners. Teaching Strategies GOLD is the assessment tool that links with Creative Curriculum, which ensures parents can be actively engaged in their child’s growth and development. We use the Conscious Discipline social and emotional learning system. This multidisciplinary approach creates a sense of belonging, uses connection to teach self-regulation skills, and engages positive emotions to reduce stress and create an atmosphere of caring, encouragement, and meaningful contributions. Page 78 of 228 New Horizon Academy Company Profile16 In addition, SEEDS and Character Education are intertwined with the Creative Curriculum daily. SEEDS helps children develop the social, emotional, language, and literacy skills children need to be ready for kindergarten. Beginning at birth, interactions are the medium for all character development. As children grow, they are shaped and influenced in fundamental ways by the quality of interactions they experience with key adults in their lives. Our new Character-Building Curriculum is designed around six important pillars of character: Trustworthiness, Respect, Responsibility, Fairness, Caring, and Self- Discipline. These lessons are weaved into daily activities to help prepare your child to develop these critical skills. Innovative Partnerships Yale University We have partnered with Yale University on an evaluation of our menus, nutritional guidelines and practices, and other aspects of our food program to ensure the healthiest options are available to our children. Harvard Business School Harvard Business School analyzed the potential return on investment with the St. Paul Scholarship Model at our New Horizon Academy school on Rice Street in St. Paul, Minnesota. Page 79 of 228 New Horizon Academy Company Profile 17 “Change is hard, but New Horizon Academy hosted meet and greet events, sent continuous communication, and helped ensure a smooth transition. We have enjoyed the updates and upgrades and are excited about an upcoming facility renovation and new playground.” - Deshawn J., Parent at New Horizon Academy University of Minnesota We have partnered with the University of Minnesota Child Development Institute on a research project to evaluate the development of mindful thinking skills in young children. New Horizon Academy has also partnered with the University of Minnesota Center for Early Education and Development (CEED) to implement the SEEDS of School Readiness Emergent Literacy Curriculum in all New Horizon Academy classrooms. Minnesota Department of Health We participated in a Minnesota Department of Health pilot program called Learning About Nutrition Through Activities (LANA), which helped identify strategies for incorporating more fruits and vegetables into a young child’s diet. Partnership for a Healthy America New Horizon Academy partnered with the Partnership for a Healthier America and the Let’s Move campaign to promote healthier practices and to actively work to provide solutions to our nation’s increase in childhood obesity. Excellence in Customer Service Our mission is one of continuous improvement, and each year, we survey our families to gather their feedback. We consistently receive high scores on communication, curriculum, and learning progress. 98% of families recommend New Horizon Academy to friends, families, and co-workers. Commitment to Social Responsibility Giving back is foundational to our mission. We aspire to go above and beyond to make a positive impact in the lives of children, their families, our employees, and our community. We do this through our Caring Beyond the Classroom program. Our Caring Beyond the Classroom program helps children cultivate a lifelong commitment to service by offering activities, events, and opportunities that promote kindness and giving—all while promoting social responsibility, positive citizenship, empathy, and compassion. Dedication to Diversity, Equity, Inclusion, and Belonging As a company that prepares children to reach their fullest potential, we are committed to nurturing a more diverse and inclusive generation of young children where inclusion, acceptance, and belonging are recognized and practiced, where respect and fairness are the building blocks of our programs, and where children and employees know that when they are with us, they are safe, respected, and valued. Page 80 of 228 “The peace of mind it provides to me as a parent. Every day, I know I am sending my child to a place that provides good, healthy meals, structure, and an environment with individualized curriculum focused on helping her develop both intellectually and emotionally (e.g. how to deal with big feelings, share, etc). The teachers work tirelessly, support each other, and also genuinely care about my child. They are teaching her far more than I would be able to on my own. My daughter truly loves going to school. I am endlessly grateful for New Horizon!” - Parent at New Horizon Academy Page 81 of 228 New Horizon Academy Company Profile 19 A Culture of Health and Wellness At New Horizon Academy, we are committed to promoting a culture of wellness. To accomplish this goal, we provide a wide variety of health and wellness programs to support all employees—healthy snacks and meals, a walking program, an employee life assistance program, a financial education program for our educators, and so much more! Advocacy The leaders of our organization participate in several events to make childcare and the ECE field top of mind for our federal and state leaders. We are consistently finding ways for our leadership, as well as our staff and families, to advocate for investments in both the field and for our families. Page 82 of 228 November 2024 (763) 557-1111 info@nhacademy.net www.newhorizonacademy.netContact: The Best Decision You Can Make for Your Child Home Office: 3405 Annapolis Lane North Suite 100 Plymouth, MN 55447 Page 83 of 228 Page 84 of 228 Engineers | Architects | Planners | Scientists Short Elliott Hendrickson Inc., 3535 Vadnais Center Drive, St. Paul, MN 55110-3507 651.490.2000 | 800.325.2055 | 888.908.8166 fax | sehinc.com SEH is 100% employee-owned | Affirmative Action–Equal Opportunity Employer MEMORANDUM TO: Heidi Pross, Senior Director of Construction & Facilities – New Horizon Academy John Rosen, Vice President of Real Estate Development – New Horizon Academy FROM: Erin Jordan, PE (IA, MN, WI) Leo Johnson, EIT DATE: October 20, 2021 RE: New Horizon Academy Traffic Study - Apple Valley Facility SEH No. NHOAC 163219 14.00 BACKGROUND New Horizon Academy has requested that data be collected at the existing Apple Valley, MN facility located at 14088 141st St W. This facility has an approximate 10,700 gross floor area (GFA) and a student capacity of 172. The data would determine trips generated and parking required for a prototypical, approximately 85% occupied New Horizon Academy Facility. The purpose is to use this study as part of the approval process for the development of future New Horizon Academy projects and determine a specific parking generation rate for New Horizon Academy facilities. This memorandum provides a summary of the trips entering and exiting the daycare during a weekday, parking lot utilization for buses, parents, and staff, and drop-off/pick-up parking space occupancy times. On the day of data collection (Tuesday, September 14th, 2021), the facility was operating at approximately 83% occupancy with 143 students and there were 23 staff members in attendance. Based on information provided by New Horizon Academy, a facility is considered operating at a very high-capacity utilization at 85% occupancy; it is rare to have a facility 100% occupied. DATA COLLECTION Trip Generation On Tuesday, September 14th, 2021, turning movements entering and exiting the daycare were collected at the west driveway along 141st St W and the south driveway along Upper 141st St W from 5:30 AM to 7:30 PM. The peak hours of activity were found to be from 7:15 AM to 8:15 AM and from 4:30 PM to 5:30 PM. Table 1 summarizes the entering and exiting trips from the development during the peak hours and the 14-hour total. Table 1 – Entering and Exiting Volumes (2021) Time Period Entering Exiting Total AM (7:15 - 8:15 AM) 61 56 117 PM (4:30 - 5:30 PM) 54 64 118 Daily (14-hr total) 259 259 518 Figure 1 also shows the turning movements into and out of the daycare during the AM and PM peak hours as well as the 14-hour totals. The Attachment includes the raw turning movement count data for the 14-hour period. Note: Traffic Study Conducted for Existing New Horizon Academy (Apple Valley) — Data Generated Intended for Establishing Baseline Parking and Traffic Needs for Prototypical, 85% Occupied New Horizon Academy Page 85 of 228 2021 Existing Conditions 140th St W Upper 141st St W 14 1 s t S t W 1 2 Project: NHOAC 163219 Figure 1New Horizon Academy, Apple Valley StudyMap by: ljohnson Projection: NAD 1983 HARN Dakota Source: ESRI Print Date: 10/4/2021 Apple Valley, MN Pa t h : X : \ K O \ N \ N H O A C \ 1 6 3 2 1 9 \ 5 - f i n a l - d s g n \ 5 1 - d r a w i n g s \ 9 0 - G I S \ T r a f f i c \ F i g u r e 1 - 2 0 2 1 E x i s t i n g C o n d i t i o n s . m x d I Speedway Driveway 14 1 s t S t 1 30 / (32) / [139] 2 / (2) / [10] 0 / (0) / [1] 3 / ( 4 ) / [ 2 1 ] 43 / ( 4 0 ) / [ 1 7 6 ] !"$West Driveway= >OP ³3 / (1) / [8] Upper 141st St So u t h D r i v e w a y 2 1 / (3) / [17] 13 / ( 9 ) / [ 5 2 ] 11 / ( 2 1 ) / [ 5 7 ] 11 / (6) / [37] !"$> =>= Intersection ID Turning MovementsOP X !"$Minor Street Stop Control XX / (XX) / [XX] AM Peak Hour Volume (7:15 - 8:15 AM) PM Peak Hour Volume (4:30 - 5:30 PM) Daily Volumes Page 86 of 228 New Horizon Academy Traffic Study October 20, 2021 Page 3 Parking Lot Occupancy Parking data was processed every 15 minutes during the peak pick up and drop off hours and every 30 minutes during non-peak periods. Parking data was collected by observing two traffic cameras filming the parking lot activity. There is a total of 31 parking spaces, including two accessible parking spaces and two school bus parking spaces. Figure 2 shows the parking lot occupancy from 5:30 AM to 7:30 PM for buses, staff, and parent activity. Figure 2 - Parking Lot Occupancy The maximum parking spaces occupied during the day was 24 spaces, which occurred at 8:00 AM. Once the PM pick-up period began, the maximum parking spaces occupied was 23 spaces, which occurred at 4:00 PM. These totals include the spaces occupied by school buses and staff and indicate that the current parking lot provides adequate capacity for the site. Duration of Parking Space Occupancy The amount of time vehicles were parked during the AM peak (drop-off) and PM peak (pick-up) times was measured from when the vehicle came to a stop in a parking space until the vehicle began exiting the parking space. Parking times were collected from video of the parking spaces in the northeast section of the parking lot between the daycare entrance and the daycare bus parking area, which was observed to have the highest pick-up/drop-off activity in the parking lot. The west and southeast portions of the parking lot were found to be used primarily by employees who parked for the day. 0 5 10 15 20 25 30 35 5: 3 0 A M 6: 0 0 A M 6: 3 0 A M 7: 0 0 A M 7: 3 0 A M 8: 0 0 A M 8: 3 0 A M 9: 0 0 A M 9: 3 0 A M 10 : 0 0 A M 10 : 3 0 A M 11 : 0 0 A M 11 : 3 0 A M 12 : 0 0 P M 12 : 3 0 P M 1: 0 0 P M 1: 3 0 P M 2: 0 0 P M 2: 3 0 P M 3: 0 0 P M 3: 3 0 P M 4: 0 0 P M 4: 3 0 P M 5: 0 0 P M 5: 3 0 P M 6: 0 0 P M 6: 3 0 P M 7: 0 0 P M 7: 3 0 P M Oc c u p i e d P a r k i n g S p a c e s Time Buses Staff Parents Total Available Parking Spaces (31) Page 87 of 228 New Horizon Academy Traffic Study October 20, 2021 Page 4 AM Peak Hour (Drop-off) · The average occupancy time was for 4 minutes 28 seconds · The median time was 5 minutes 59 seconds · The fastest a parent occupied a space was for 1 minutes 15 seconds · The slowest a parent occupied a space was for 7 minutes 40 seconds PM Peak Hour (Pick-up) · The average parent occupied a parking space for 6 minutes 10 seconds · The median time was 3 minutes 56 seconds · The fastest a parent occupied a space was for 1 minutes 43 seconds · The slowest a parent occupied a space was for 11 minutes 37 seconds Between the two peak hours, the average time a parent occupied a parking stall was 5 minutes and 19 seconds and the average median time was 4 minutes and 58 seconds. Table 2 shows the drop-off and pick-up parking space occupancy data. Table 2 – Duration of Parking Space Occupancy Count Drop-Off Parking Space Occupancy Time Pick-Up Parking Space Occupancy Time 1 0:07:03 0:07:12 2 0:06:17 0:03:32 3 0:03:39 0:11:37 4 0:02:54 0:05:55 5 0:03:17 0:06:02 6 0:05:52 0:06:17 7 0:06:38 0:09:41 8 0:03:29 0:05:59 9 0:03:30 0:03:21 10 0:02:55 0:07:53 11 0:05:29 0:05:08 12 0:03:01 0:04:21 13 0:03:45 0:11:04 14 0:03:49 0:07:58 15 0:05:05 0:04:00 16 0:05:17 0:06:43 17 0:07:40 0:07:47 18 0:03:47 0:08:28 19 0:04:04 0:04:04 20 0:06:22 0:05:13 21 0:02:29 0:03:38 22 0:07:32 0:04:17 23 0:07:06 0:01:43 24 0:02:47 25 0:02:58 26 0:05:44 27 0:03:14 28 0:01:15 29 0:03:34 30 0:03:56 31 0:04:17 32 0:04:38 33 0:04:13 Page 88 of 228 New Horizon Academy Traffic Study October 20, 2021 Page 5 PARKING GENERATION ITE Parking Generation Manual, 5th Edition The Institute of Transportation Engineers (ITE) conducts parking demand research and routinely publishes the findings and data in its Parking Generation Manual. This manual is one of the most used and accepted tools among traffic engineers to estimate parking demand for land uses. The ITE Parking Generation Manual, 5th Edition includes data for a Day Care Center and parking generation rates based on size of the facility, number of employees, and number of students. Table 3 summarizes the estimated parking generation using the ITE rates, assuming a 100% occupied Apple Valley facility with 27 employees and 172 students as a conservative approach. Table 3 – ITE Parking Generation Manual, 5th Edition Day Care Center – 100% Occupied Units (X) 1,000 SF GFA Employees Students Quantity 10.7 27 172 Rate (Stalls per X) 2.45 1.22 0.24 Parking Generation 26 33 41 New Horizon Academy Parking Generation The data collected at this New Horizon Academy facility revealed the parking demand specific to New Horizon Academy facilities. Mirroring the units provided in the ITE Parking Generation Manual, three parking generation rates were calculated based on the maximum parking occupancy (24), the size of the facility (10,700 SF), and number of employees (23) and students in attendance (143) on the day of observation. Rates were calculated using the following equations: 1,000 SF GFA Rate ÷ 1,000 = 24 ÷ 10,700 1,000 = !.!# 1,000 Employees Rate ÷ $ % & % ' ( ) = 24 ÷ 23 % = +.,# % Students Rate ÷ & % ' ( ) = 24 ÷ 143 = ,.+- Table 4 summarizes the New Horizon Academy specific parking generation using the calculated rates, assuming a 100% occupied facility with 27 employees and 172 students as a conservative approach. Table 4 – New Horizon Academy Parking Generation New Horizon Academy – 100% Occupied Units (X) 1,000 SF GFA Employees Students Quantity 10.7 27 172 Rate (Stalls per X) 2.24 1.04 0.17 Parking Generation 24 28 29 As shown in Tables 3 and 4, the ITE parking generations are comparable to the New Horizon Academy parking generations, with the ITE parking generation showing slightly higher demand. ITE best practices and engineering judgment recommends utilizing site-specific data whenever possible to determine parking generation for similar land uses to achieve the most appropriate designs. Page 89 of 228 New Horizon Academy Traffic Study October 20, 2021 Page 6 Using the New Horizon Academy parking generation rates, the recommended number of parking stalls recommended for a New Horizon Academy facility should be based on the maximum parking generation among the three units and for 100% occupancy. For example, the facility in Apple Valley requires a maximum of 29 parking stalls when the site is at 100% student capacity, which is accommodated with the available 31 parking stalls. It is recommended that planning efforts use the New Horizon Academy specific parking generation rates determined in this memo (see Table 4) to help define the number of parking stalls required for maximum capacity at future facilities. Attachments: · Turning Movement Counts c: Scott Blank, AIA-SEH x:\ko\n\nhoac\163219\8-planning\87-rpt-stud\final new horizon academy traffic study - apple valley facility memo_101521.docx Page 90 of 228 Attachment - Turning Movement Counts Page 91 of 228 Location: Count Date: Counted By: Start Time Left Thru Right Peds Left Thru Right Peds Left Thru Right Peds Left Thru Right Peds Int. Total 5:30 1 000000000000000 1 5:45 0000000000000000 0 6:00 1 000001 0000001 00 3 6:15 5 000002 000000000 7 6:30 3 000001 0001 00000 5 6:45 5 0000150001 001 00 13 7:00 8 000004 0001 00000 13 7:15 9 000007 0001 001 00 18 7:30 11 000019000000000 21 7:45 11 0000150002 00000 19 8:00 12 000009 0000002 00 23 8:15 7 0000150001 00000 14 8:30 3 000114000000000 9 8:45 2 000003 000000000 5 9:00 5 000002 000000000 7 9:15 4 0000031001 00000 8 9:30 0000001 0001 00000 2 9:45 1 000001 000000000 2 10:00 0000001 0000001 00 2 10:15 0000000000000000 0 10:30 0000000000000000 0 10:45 0000000000000000 0 11:00 1 000000000000000 1 11:15 0000001 0001 00000 2 11:30 0000011000000000 2 11:45 000001 0000000000 1 12:00 2 000001 000000000 3 12:15 1 000000000000000 1 12:30 0000002 0001 00000 3 12:45 0000001 000000000 1 13:00 0000001 000000000 1 13:15 00000000000001 00 1 13:30 0000000000000000 0 13:45 0000001 000000000 1 14:00 1 000000000000000 1 14:15 0000000000000000 0 14:30 1 000000000000000 1 14:45 0000001 000000000 1 15:00 00000000001 00000 1 15:15 3 000003 000000000 6 15:30 0000002 000000000 2 15:45 8 000001 0001 00000 10 16:00 5 000008 0002 00000 15 16:15 11 0000150001 00000 18 16:30 10 0000170000001 00 19 16:45 12 0000010 0001 00000 23 17:00 8 0000011 0001 00000 20 17:15 10 0000140002 00000 17 17:30 7 000005 000000000 12 17:45 7 000008 0001 00000 16 18:00 1 000002 000000000 3 18:15 0000001 000000000 1 18:30 0000000000000000 0 18:45 0000000000000000 0 19:00 0000000000000000 0 19:15 0000000000000000 0 Total1760001101391002100800 354 Cars+172000191350002000800 345 Trucks4000014100100000 10 2.3 0.0 0.0 0.0 0.0 10.0 2.9 100.0 0.0 0.0 4.8 0.0 0.0 0.0 0.0 0.0% Trucks New Horizon Apple Valley West Driveway 9/14/2021 LJ TURNING MOVEMENT COUNT DATA 141st St West Driveway 141st St Speedway Driveway Southbound Westbound Northbound Eastbound All Vehicles 2.82.3 3.3 4.8 0.0 Page 92 of 228 Location: Count Date: Counted By: Start Time Left Thru Right Peds Left Thru Right Peds Left Thru Right Peds Left Thru Right Peds Int. Total 5:30 0000000000001 000 1 5:45 0000000000000000 0 6:00 001 0000000000000 1 6:15 1 0 1 0001 000001 000 4 6:30 0000001 000001 000 2 6:45 1 0 2 0001 000003 000 7 7:00 3 0 2 0002 000002 000 9 7:15 2 0 3 0000000003 000 8 7:30 3 0 4 0000000002 000 9 7:45 3 0 1 0001 000004 000 9 8:00 3 0 5 0000000002 000 10 8:15 1 0 2 0000000001 000 4 8:30 002 0001 000001 000 4 8:45 001 0001 000000000 2 9:00 3 000000000000000 3 9:15 0000000000000000 0 9:30 0000000000000000 0 9:45 002 0000000000000 2 10:00 0000000000000000 0 10:15 0000000000000000 0 10:30 0000000000000000 0 10:45 0000000000000000 0 11:00 0000000000000000 0 11:15 0000000000000000 0 11:30 0000000000001 000 1 11:45 0000000000000000 0 12:00 0000000000000000 0 12:15 1 000001 000000000 2 12:30 0000000000000000 0 12:45 0000000000001 000 1 13:00 0000000000000000 0 13:15 002 0000000000000 2 13:30 0000000000000000 0 13:45 1 000000000000000 1 14:00 0000000000000000 0 14:15 0000000000001 000 1 14:30 002 0001 000000000 3 14:45 0000001 000000000 1 15:00 1 0 1 0000000001 000 3 15:15 001 0000000000000 1 15:30 0000000000000000 0 15:45 001 0001 000001 000 3 16:00 1 0 3 0000000004 000 8 16:15 2 0 4 0000000000000 6 16:30 4 0 3 0000000001 000 8 16:45 4 0 3 0001 000003 000 11 17:00 4 0 1 0002 000001 000 8 17:15 9 0 2 0000000001 000 12 17:30 5 0 1 0002 000001 000 9 17:45 5 0 1 0000000000000 6 18:00 001 0000000000000 1 18:15 0000000000000000 0 18:30 0000000000000000 0 18:45 0000000000000000 0 19:00 0000000000000000 0 19:15 0000000000000000 0 Total57052000170000037000 162 Cars+54052000160000035000 157 Trucks3000001000002000 6 5.3 0.0 0.0 0.0 0.0 0.0 5.9 0.0 0.0 0.0 0.0 0.0 5.4 0.0 0.0 0.0% Trucks New Horizon Apple Valley South Driveway 9/14/2021 LJ TURNING MOVEMENT COUNT DATA South Driveway Upper 141st St 0 Upper 141st St Southbound Westbound Northbound Eastbound All Vehicles 3.72.8 5.9 0.0 5.4 Page 93 of 228 S89°42'00"W 230.72 S0 0 ° 1 8 ' 0 0 " E 16 4 . 9 8 N 3 6 ° 4 7 ' 3 0 " W 3 2 . 7 2 1 7 2 . 0 2 Δ = 0 ° 2 5 ' 5 1 " R = 2 2 8 7 6 . 3 2 351.96 N89°42'00"E 49 . 9 95.3 65 . 0 80.1 6. 9 3.1 7.73.1 7. 0 N36° 2 6 ' 0 4 " W 13.5 6 1 3 2 . 1 3 Δ = 1 ° 0 9 ' 3 8 " R = 6 5 2 3 . 9 4 326.15 28.20 202.52 RYLAUR, LLC 14 PHEASANT LANE NORTH OAKS, MN 55127 P: 612.868.3636 philger@rylaur.com PROJECT INFORMATION: CLIENT INFORMATION: Sheet No NEW HORIZON ACADEMY 7100 BROOKLYN BLVD. BROOKLYN CENTER NEW HORIZON ACADEMY ANAPOLIS AVE PLYMOUTH, MN SHEET TITLE: Drawn By: VJH Project Architect: Drawing History/Revisions: Drawing Date: Checked By: APH 03.11.2025 A. PETER HILGER, AIA 2025 RYLAUR, LLCC A001 PRELIMINARY SITE PLAN 1 SITE PLAN SCALE: 1" = 20'-0" 17 Stalls @ 9'-0" each Trash Bldg RENOVATED CHILDCARE CENTER Infant Yard 42 PARKING STALLS RYLAUR, LLC 14 PHEASANT LANE NORTH OAKS, MN 55127 P: 612.868.3636 philger@rylaur.com PROJECT INFORMATION: CLIENT INFORMATION: Sheet No NEW HORIZON ACADEMY 7100 BROOKLYN BLVD. BROOKLYN CENTER NEW HORIZON ACADEMY ANAPOLIS AVE PLYMOUTH, MN SHEET TITLE: Drawn By: VJH Project Architect: Drawing History/Revisions: Drawing Date: Checked By: APH A. PETER HILGER, AIA 2025 RYLAUR, LLCC SITE DEMO KEYNOTES DEMOLISH TRASH ENCLOSURE NEW ACCESS POINT VIA EASEMENT WITH NEW SURMOUNTABLE CURB1 # A TERMINATE, ABANDON & REMOVE THIS HYDRANTB DEMOLISH EXISTING CURBING AS INDICATED IN BLUEC EXISTING PARKING STALLS OMITTED AS INDICATED IN BLUED DEMOLISH BANK TELLER ISLAND IN ITS ENTIRETYE DEMOLISH EXISTING TREES & APPLICABLE BUSHES, ETC. AS INDICATED IN BLUE REFER TO LANDSCAPE PLAN FOR FULL REMOVAL SCOPE F DEMOLISH EXISTING CANOPY (PERIMETER BLDG OVERHANG TO REMAIN)G DEMOLISH NIGHT DEPOSIT BOX REFER TO SHEET A201 FOR FACADE RENOVATIONH OMIT STRIPPED ACCESS AISLE & HC PARKING SIGNS & STALLS AT THIS LOCATIONI 1 4 S t a l l s @ 9 ' E a 45'-0" 1 1 ' - 4 " 16'-0 " 4 2 19 17 A B C C C C C C C E D D D D D D FFFFF FF F G H I RELOCATE EXISTING LIGHT POLE (Qnty = 3) SEE KEYNOTE #13 FOR NEW LOCATIONSJ J J J ABANDON THIS EASEMENT AND ACCESS POINT SURFACE TO DRAIN SOUTHK K NEW PARKING LOT CURBING2 NEW PARKING STALLS3 2 2 2 2 2 3 3 DEMOLISH EXISTING MONUMENT SIGNL L NEW MONUMENT SIGN SEE 2/A0014 4 5 NEW ENTANCE CANOPY & PILLARS5 NEW BLACK METAL PICKET PLAY YARD FENCE INDICATED ON PLANS AS6 7 NEW BLACK METAL PICKET PLAY YARD FENCE ONTOP OF 12" wide FLAT CONC. CURB EDGING - SEE 9/A0027 30 7 7 INSTALL FENCE AROUND EXISTING ELECTRICAL TRANSFORMER8 8 NEW OUTDOOR STORAGE BUILDING SEE 5/A001 10 11 12 NEW ENCLOSED TRASH ENCLOSURE BUILDNG w/CONC. APRONS - SEE 4/A00112 REPLACE EXISTING RAILNG ONTOP OF EXISTING STAIRWELL WALL w/NEW BLACK METAL PICKET FENCE9 9 11 10 EXISITNG GENERATOR TO REMAIN REFER TO LANDSCAPE PLAN FOR NEW PLANTINGS RELOCATED LIGHT POLE AS INDICATED ON PLANS SEE PHOTOMETRICS PLAN13 13 13 13 SITE PLAN KEYNOTES# NEW CONC. SIDEWALK14 14 14 14 14 NEW HARDSCAPE IN TODDLER PLAY YARD (CONC.)15 15 16 NEW HARDSCAPE IN PRESCHOOL PLAY YARD (CONC.)16 INFANT PLAY YARD 565 TOTAL SF @ 35 SF PER CHILD = 16 CHILDREN w/ FALLZONE AREA = 380 SF / HARDSCAPE = 185 SF 17 TODDLER PLAY YARD 3630 TOTAL SF @ 75 SF PER CHILD = 48 CHILDREN w/ FALLZONE AREA = 2635 SF / HARDSCAPE = 995 SF 18 PRESCHOOL PLAY YARD 6300 TOTAL SF @ 75 SF PER CHILD = 84 CHILDREN w/ FALLZONE AREA = 4885 SF / HARDSCAPE = 1415 SF 19 17 Toddler Yard18 Preschool Yard19 PASSIVE PLAY YARD GATE20 EXIT PLAY YARD GATE w/PANIC HARDWARE21 2020 21 21 SITE STATISTICS BASMENT LEVEL AREA = 1866 sf MAIN LEVEL AREA = 6062 sf UPPER LEVEL AREA =6065 sf TOTAL BUILDING AREA = 13,993 sf PARKING STALLS = 42 Stalls Strg EXISTING PORTION OF CONC. SIDEWALK TO REMAIN. PROTECT DURING CONSTRUCTION22 18'-0"24'-0"18'-0" 18 ' - 0 " 27 ' - 7 " ± 18 ' - 0 " 19 Stalls @ 9'-0" each F 9' - 0 " 9' - 0 " 9' - 0 " 7 5' - 0 " 10 ' - 0 " 12'-0"6 7 6 1414Existing Sidewalk to Remain REMOVE EXISTING FLAG POLEM M 26 REMOVE EXISTING SIDEWALK ON THIS PROPERTYN N 22 NEW EXIT DOOR w/STOOP23 23 23 232323 EXISTING EXTERIOR DOOR TO REMAIN24 24 24 EXISTING BASEMENT EXIT - DOOR & STAIRWELL TO GRADE TO REMAIN25 25 20 BICYCLE PARKING DERO HITCH OR SIMILAR - SEE 1/A00226 14 ILLUMINATED EXTERIOR WALL MOUNTED SIGN 65 SF27 PAVMENT STRIPPING FOR PUBLIC WAY CROSSING28 28 2 22 27 NEW SIDEWALK OUT TO PUBLIC WAY w/ADA CURB RAMPS29 29 THIS 152'-0" long FENCE LENGTH TO BE 6'-0" PVC FULL SCREEN FENCE - REFERENCE 10/A002 NEW BLACK PVC SCREEN WALL FENCE ONTOP OF 12" wide FLAT CONC. CURB EDGING - SEE 10/A00230 30 30 7001 BROOKLYN BLVD BROOKLYN CENTER, MN SHEET INDEX A001General Sheets CONSULTANT INDEX Client COVER SHEET & SITE DETAILS NEW HORIZON ACADEMY HEIDI PROSS 3405 ANNAPOLIS LANE NORTH SUITE 100 PLYMOUTH, MN 55447 P: 763-383-6216 Email: hpross@nhacademy.net Architect RYLAUR, LLC A. PETER HILGER, AIA 14 PHEASANT LANE NORTH OAKS, MN 55127 P: 612-868-3636 Email: philger@rylaur.com Photometrics C0.0C0.1 TITLE SHEET PROJECT NOTES 3.11.2025 City Submittal C1.0 REMOVALS PLAN CIVIL DETAILS SWPPP - EXISTING CONDITIONS CIVIL DETAILS CIVIL DETAILS SWPPP - PROPOSED CONDITIONS C3.0 GRADING PLAN UTILITY PLANC4.0C5.0C5.1C5.2SW1.0SW1.1SW1.2SW1.3 SWPPP - NARRATIVE SWPPP - DETAILS A002 SITE DETAILS Landscape Design SIMONET DESIGN CARMEN SIMONET, PLA P: 651-695-0273 Email: carmen@simonetdesign.com Civil Engineer CIVIL SITE GROUP DAVID KNAEBLE 5000 GLENWOOD AVENUE GOLDEN VALLEY, MN 55422 P: 763-234-7523 Email: dknaeble@civilsitegroup.com STEEN ENGINEERING, INC. JOHN ALSETH STEEN ENGINEERING 5430 DOUGLAS DRIVE NORTH MINNEAPOLIS, MN 55429 P: 763-235-4796 Email: johna@steeneng.com Civil Sheets C2.0 SITE PLAN EXTERIOR ELEVATIONS EXTERIOR ELEVATIONS EXTERIOR ELEVATIONS LOWER LEVEL BASEMENT PLANA100 A200A201A202 Architectural Sheets MAIN GRADE LEVEL PLANA101 UPPER LEVEL PLANA102 L1 LANDSCAPE PLAN Landscape Sheets BUILDING SECTIONSA301 BUILDING SECTIONSA302 L2 LANDSCAPE DETAILS L3 LANDSCAPE NOTES Page 94 of 228 T/Monument Sign 6'-0" T/Cap 2'-0" Grade BRICK VENEER T/Footing See Struct T/Parapet 10'-11" T/Cap 2'-10" T/Parapet 10'-11" Floor Slab T/Stone 2'-10" T/Service Dr 7'-4" T/Parapet 10'-11" T/Stone 2'-10" Pavement Roll Up Dr 8'-0" T/Rear Wall CMU 10'-0" Trash Encl Conc. Slab T/Footing See Struct8" high x 8" thick CONC. BLOCK FOUNDATION WALL PER STRUCTURAL CONC. APRON ON COMPACTED BASE PITCH AWAY FROM BLDG PAVEMENT CONC. TRASH ENCLOSURE SLAB, SLOPED TO FRONT SEE STRUCTURAL T/Front Wall CMU 10'-0" T/Stone 2'-8" T/Masonry Opening 7'-4" 2 x 8 RAFTERS - SEE STRUCTURAL EXPANSION JOINT CONC FOOTING PER STRUCTURAL COVER RIGID INSULATION w/METAL CAP FLASHING & RUN UP CMU WALL BEHIND BRICK ASSEMBLY 2" RIGID INSULATION TO PREVENT STONE HEAVING PERIMETER BRICK WAINSCOT HORIZONTAL METAL SIDING 15 COURSES 8" high x 8" thick CMU BLOCK WALL 2 x 10 LEDGER T/Parapet 10'-11" 1' - 0 " METAL COPING TO EXTEND DOWN AND OVER TOP OF CMU RIB TREATED 2x LEDGER w/JOIST HANGER CONNECTION SEE STRUCTURAL U-SHAPE METAL SCUPPER w/DRIP LIP Trash Enclosure 8" 1' - 0 " 8 ' - 0 " O v e r h e a d D o o r M . O . INSTALL INSULATION CRICKETS SLOPING TO REAR SCUPPER INSTALL INSULATION CRICKETS SLOPING TO REAR SCUPPER METAL CAP FLASHING OVER TOP BRICK (3) TREATED TOP PLATES ALONG REAR METAL COPING TO EXTEND DOWN TO & OVER CMU RIBBED FACADE PLANE TREATED 2 x 6 INTERIOR BUCKS BOND BEAM COURSE Trash Enclosure RM 001 180 sf Roofed Outodoor Storage RM 002 120 sf © RYLAUR, LLC 14 PHEASANT LANE NORTH OAKS, MN 55127 P: 612.868.3636 philger@rylaur.com PROJECT INFORMATION: CLIENT INFORMATION: Sheet No NEW HORIZON ACADEMY ANAPOLIS AVE PLYMOUTH, MN SHEET TITLE: Drawn By: VJH Project Architect: Drawing History/Revisions: Drawing Date: Checked By: APH 03.11.2025 A. PETER HILGER, AIA 2025 RYLAUR, LLCC A002 SITE DETAILS 6 LOWER LEVEL BASEMENT PLAN TRASH ENCLOSURE FRONT ELEVATION Project Architect: C 7 TRASH ENCLOSURE SIDE ELEVATION SCALE: 3/8" = 1'-0"8 TRASH ENCLOSURE REAR ELEVATION SCALE: 3/8" = 1'-0" 3 TRASH ENCLOSURE SECTION SCALE: 1/2" = 1'-0"4 TRASH ENCLOSURE PLAN SCALE: 3/8" = 1'-0" 2 MONUMENT SIGN SCALE: 1/2" = 1'-0" 5 OUTDOOR STORAGE PLAN SCALE: 3/8" = 1'-0" 3 A002 3 A002 6 A002 5 A002 7 A002 7 A002SIM 5 A002 SIM 7 A002 SIM 3 A002 1 BIKE RACK SCALE: 1/2" = 1'-0" DERO "HITCH" BIKE RACK OR SIMILAR (1) BIKE RACK - SEE A/A001 FOR LOCATION 3 A002 METAL HORIZONTAL SIDING METAL CAP FLASHING METAL ROOF COPING METAL OVERHEAD DOOR BRICK WAINSCOT TO MATCH EXISTING BUILDING GALVANIZED STEEL DOOR SCUPPER OPENING CONC. FILLED STEEL BOLLARDS 10 SCREEN FENCE SCALE: N.T.S. 9 PICKET FENCE SCALE: N.T.S. BLACK METAL PICKET FENCE & MATCHING PLAY YARD GATES 6' - 0 " T a l l A b o v e G r a d e BLACK PVC HORIZONTAL SCREENWALL PRIVACY FENCE 6' - 0 " T a l l A b o v e G r a d e Page 95 of 228 S89°42'00"W 230.72 S0 0 ° 1 8 ' 0 0 " E 16 4 . 9 8 N 3 6 ° 4 7 ' 3 0 " W 3 2 . 7 2 1 7 2 . 0 2 Δ = 0 ° 2 5 ' 5 1 " R = 2 2 8 7 6 . 3 2 351.96 N89°42'00"E 49 . 9 95.3 65 . 0 80.1 6. 9 3.1 7.7 3. 1 7. 0 2 Story Brick Sided Building Foundation Area = 6,127 +/- Sq. Ft. Existing Building Existing Building Bituminous Parking Lot Bituminous Parking Lot Bituminous Parking Lot Bi t u m i n o u s P a r k i n g L o t B i t u m i n o u s P a t h B i t u m i n o u s P a t h ( A P u b l i c R / W ) B R O O K L Y N B O U L E V A R D ( C O U N T Y R O A D N O . 1 5 2 ) 12" P V C 6" PVC 12" PVC 33 " R C P 2 7 " R C P ( P e r R e c . ) 1 2 " R C P ( P e r R e c . ) 27" RCP (Per Rec.) 8 " W M ( P e r R e c . ) 8 " W M ( P e r R e c . ) 1 2 " R C P ( P e r R e c . ) 1 2 " R C P ( P e r R e c . ) 15" R C P (Per R e c . ) 6" WM (Per Rec.) 6" WM (Per Rec.) 6" W M ( P e r R e c . ) 11 1 5 5 8 10 19 7 2 5 M o n u m e n t S i g n Concrete Steps Co n c r e t e W a l k w a y Co n c r e t e W a l k w a y [A] Concrete Walkway Crosses Property Line A c c e s s Generator Water Service (Per Rec.) Concrete Chain Link Fence [B] Chain Link Fence Crosses Property Line [C] Chain Link Fence Crosses Property Line Trash Enclosure Landscaping Rock C o l u m n O v e r h a n g Ov e r h a n g Ov e r h a n g Concrete Retaining Wall Edge of Woods Edge of Wo o d s Edge of Woods Edge of Woods Edge of Ice Edge of Ice [13] Drainage and Utility Easement Per Doc. No. 5122813 [12], [13] Drainage and Utility Easement Per Doc. Nos. 5036941 and 5122813 [ 1 6 ] H i g h w a y E a s e m e n t P e r D o c . N o . 8 6 6 0 1 2 7 [14] Vehicular Parking Easement Per Doc. No. 5268706 [17] Access Easement Per Doc. No. 11188033 Pond PID: 2711921320004 Address: Unassigned Owner: Brooklyn Ctr Meth Ch PID: 2711921320058 Address: 4513 71st Ave N Owner: Amy Yang PID: 2711921320059 Address: 4507 71st Ave N Owner: Gorpu Daniels/James Gbanjah PID: 2711921320060 Address: 4501 71st Ave N Owner: T Christensen/R Chistensen PID: 2711921320061 Address: 4419 71st Ave N Owner: W R Lindig & K S Lindig PID: 2711921320062 Address: 4413 71st Ave N Owner: James Campbell PID: 2711921330080-2711921330096 Address: Multiple Owner: Multiple PID: 2711921330097 Address: 7100 Brooklyn Blvd PID: 2711921330098 Address: Unassigned Owner: City of Brooklyn Center Found 1/2 Inch Open Iron Pipe Found Nail W/ Flagging Found 1/2 Inch Iron Pipe W/ Illegible Cap Found Rebar Overhang ( P l a t = 3 2 . 7 5 ) (Plat=230.80) ( P l a t = 1 7 1 . 9 7 ) 1 2 " R C P ( P e r R e c . ) 1 2 " R C P ( P e r R e c . ) N36° 2 6 ' 0 4 " W 13.5 6 1 3 2 . 1 3 Δ = 1 ° 0 9 ' 3 8 " R = 6 5 2 3 . 9 4 N 3 7 ° 3 5 ' 4 2 " W 6 0 . 4 8 8" P V C Sanitary Service (Per Rec.) 326.1525.81 28.20 202.52 [13 ] D r a i n a g e a n d U t i l i t y Eas e m e n t P e r D o c . N o . 512 2 8 1 3 [ 1 2 ] , [ 1 3 ] D r a i n a g e a n d U t i l i t y E a s e m e n t P e r D o c . N o s . 5 0 3 6 9 4 1 a n d 5 1 2 2 8 1 3 [13] Drainage and Utility Easement Per Doc. No. 5122813 [13] Drainage and Utility Easement Per Doc. No. 5122813 [12], [13] Drainage and Utility Easement Per Doc. Nos. 5036941 and 5122813 [ 1 5 ] S i d e w a l k E a s e m e n t p e r D o c . N o . 6 6 7 8 1 1 8 DESCRIPTION OF PROPERTY SURVEYED Lot 1, Block 1, 7100 Corporate Plaza 2nd Addition, as platted and recorded. Hennepin County, Minnesota Abstract Property GENERAL SURVEY NOTES 1. Bearings are based on the Hennepin County Coordinate System (1986 Adjustment). 2. Elevations are based on the NGVD 29 Datum. Site Benchmark is the top nut of the fire hydrant located on the northeasterly side of Brooklyn Boulevard, approximately 27 feet northeast from the northwest corner of the subject property, as shown hereon. Elevation = 869.78. 3. We have shown the location of utilities to the best of our ability based on observed evidence together with evidence from the following sources: plans obtained from utility companies, plans provided by client, markings by utility companies and other appropriate sources. We have used this information to develop a view of the underground utilities for this site. However, lacking excavation, the exact location of underground features cannot be accurately, completely and reliably depicted. Where additional or more detailed information is required, the client is advised that excavation may be necessary. Also, please note that seasonal conditions may inhibit our ability to visibly observe all the utilities located on the subject property. ALTA/NSPS LAND TITLE SURVEY NOTES (numbered per Table A) 1. Monuments placed and/or found at all major corners of the boundary of the surveyed property as shown hereon. 2. Site Address: 7100 Brooklyn Boulevard, Brooklyn Center, Minnesota 55429. 3. This property is contained in Zone X (area determined to be outside the 0.2% annual chance floodplain) per Flood Insurance Rate Map, Community Panel No. 27053C0204F, effective date of November 4, 2016. 4. The gross land area is 48,095 +/- square feet or 1.104 +/- acres. Right of Way Easement Area= 4,397 +/- square feet or 0.101 +/- acres. Total Area Minus Right of Way= 43,698 +/- square feet or 1.003 +/- acres. 7. (a) Exterior dimensions of buildings at ground level as shown hereon. (b)(1) Square footage of exterior footprint of buildings at ground level as shown hereon. 8. Substantial features observed in the process of conducting the fieldwork as shown hereon. Please note that seasonal conditions may inhibit our ability to visibly observed all site features located on the subject property. 9. The number of striped parking stalls on this site are as follows: 61 Regular + 3 Handicap = 64 Total Parking Stalls. 13. The names of the adjoining owners of the platted lands, as shown hereon, are based on information obtained from the Hennepin County Interactive Property Map. SURVEY REPORT 1. This map and report was prepared with the benefit of a Loan Policy of Title Insurance issued by First American Title Insurance Company National Commercial Services, Commitment No. NCS-1250338-KCTY, Date of Policy: February 2, 2025. We note the following with regards to Schedule B II Exceptions of the herein referenced Proforma: a. Item no.'s 1-11 and 18-21 are not survey related. b. The following are numbered per the referenced Title Commitment: [12]. Drainage and utility easements as shown on the recorded plat of 7100 Corporate Plaza, recorded September 27, 1985, as Document No. 5036941. Easements are located around the perimeter of the subject property, as shown hereon. [13]. Drainage and utility easements as shown on the recorded plat of 7100 Corporate Plaza 2nd Addition, recorded June 24, 1986, as Document No. 5122813. Easements are located around the perimeter and a middle portion of the subject property, as shown hereon. [14]. Covenants, conditions, restrictions, obligations and easements as contained in Declaration dated March 18, 1987, filed May 15, 1987, as Document No. 5268706. Document creates an easement for vehicular parking and for constructing, repairing, and maintaining an asphalt parking surface with the benefit to Lot 1 Block 1, 7100 Corporate Plaza 2nd Addition. Easement is located over the Easterly 3 feet of Lot 2 Block 1, 7100 Corporate Plaza 2nd Addition, as shown hereon. [15]. Terms, conditions and easement for sidewalk purposes, including any incidental rights, in favor of the City of Brooklyn Center, a Minnesota municipal corporation, as contained in Easement/Agreement for Sidewalk Maintenance and Liability, dated June 7, 1985, recorded December 26, 1996, as Document No. 6678118. This easement covers the westerly 8 feet of the subject property as shown hereon. [16]. Terms, conditions and easement for highway purposes, including any incidental rights, in favor of the County of Hennepin, as contained in Final Certificate - Parcel Nos. 29, 30, 31, and 32, dated September 22, 2005, filed September 23, 2005, as Document No. 8660127. Document creates a highway easement located over the southwesterly portion of the subject property, a shown hereon. [17]. Terms, conditions and easements, including any incidental rights, in favor of the City of Broolkyn Center, a Minnesota municipal corporation, as contained in Access Easement and Utility Facilities Agreement, dated March 16, 2023, recorded March 16, 2023, as Document No. 11188033. Access easement benefiting Lot 2, Block 1, 7100 Corporate Plaza 2nd Addition, is located through the middle portion of the subject property, as shown hereon. 2. Conflicts such as (but not limited to): encroachments, protrusions, access, occupation, and easements and/or servitudes: [A]. Concrete walkway crosses the north line of the subject property, as shown hereon. [B]. Chain link fence crosses the north line of the subject property, as shown hereon. [C]. Chain link fence crosses the east line of the subject property, as shown hereon. ALTA CERTIFICATION To: 7100 Brooklyn Blvd LLC, a Minnesota limited liability company; New Horizon Real Estate Development 6, LLP, a Minnesota limited liability partnership; First American Title Insurance Company National Commercial Services: This is to certify that this map or plat and the survey on which it is based were made in accordance with the 2021 Minimum Standard Detail Requirements for ALTA/NSPS Land Title Surveys, jointly established and adopted by ALTA and NSPS, and includes Items 1, 2, 3, 4, 7(a), 7(b)(1), 8, 9, and 13 of Table A thereof. The fieldwork was completed on 1-31-2025. Dated this 5th day of February, 2025. ________________________________________________________ Rory L. Synstelien Minnesota License No. 44565 rory@civilsitegroup.com VICINITY MAP 71 0 0 B r o o k l y n B o u l e v a r d Br o o k l y n C e n t e r , H e n n e p i n C o u n t y , M i n n e s o t a 5 5 4 2 9 14 P h e a s a n t L a n e , N o r t h O a k s , M i n n e s o t a 5 5 1 2 7 Ry l a u r , L L C PR O J E C T PROJECT NO.: 25020.00 COPYRIGHT 2025 CIVIL SITE GROUP INC.c REVISION SUMMARY DATE DESCRIPTION V1.0 ALTA/NSPS LAND TITLE SURVEY 4-3-2025 Update Title Commitment . . . . . . . . . . N 44565 RORY L. SYNSTELIEN LICENSE NO.DATE I HEREBY CERTIFY THAT THIS SURVEY, PLAN, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED LAND SURVEYOR UNDER THE LAWS OF THE STATE OF MINNESOTA. 2-5-2025 N CL I E N T civilsitegroup.com QA/QC FIELD CREW DRAWN BY REVIEWED BY UPDATED BY DP/MG DS CJ . OVERHEAD UTILITIES GASMAIN SANITARY SEWER STORM SEWER FIBER/COMM. LINE ELECTRIC LINE (RECORD) WATERMAIN ELECTRIC LINE GASMAIN (RECORD) CHAINLINK FENCE LINE Linetype & Symbol Legend CONCRETE SURFACE PAVER SURFACE BITUMINOUS SURFACE GRAVEL/LANDSCAPE SURFACE IRON FENCE LINE GUARDRAIL WATERMAIN (RECORD) SANITARY SEWER (RECORD) STORM SEWER (RECORD) FIBER/COMM. LINE (RECORD) TELEPHONE LINE (RECORD) TELEPHONE LINE SIGNSANITARY MANHOLE STORM MANHOLE CABLE TV BOX TELEPHONE MANHOLE ELECTRIC TRANSFORMER TELEPHONE BOX TRAFFIC SIGNAL GAS METER ELECTRICAL METER WATER MANHOLE WATER VALVE AIR CONDITIONER BOLLARD CATCH BASIN ELECTRIC MANHOLE GAS VALVE FLAG POLE HANDICAP SYMBOL FOUND IRON MONUMENT HYDRANT CAST IRON MONUMENT SET OR TO BE SET IRON MONUMENT FLARED END SECTION POWER POLE UTILITY MANHOLE GUY WIRE CONIFEROUS TREE DECIDUOUS TREE ROOF DRAIN SEWER CLEAN OUT FIRE CONNECTION WELL UTILITY VAULT POST INDICATOR VALVE GAS MANHOLE HAND HOLE FIBER/COMM. MANHOLE MAIL BOX FUEL TANK ELECTRICAL OUTLET SB SOIL BORING LIGHT POLE ACCESS RESTRICTION WOODEN FENCE LINE SATELLITE DISH BUSH/SHRUB 40102001020 SCALE IN FEET Page 96 of 228 FIRE TRUCK TURNING MOVEMENT COPYRIGHT CIVIL SITE GROUP INC.c PR O J E C T PRE L I M I N A R Y : NOT F O R CON S T R U C T I O N 2025 ISSUE/SUBMITTAL SUMMARY DATE DESCRIPTION 3/11/25 CITY SUBMITTAL PROJECT MANAGER DAVID KNAEBLE CONTACT NUMBER 763-234-7523 DRAWN BY BB REVIEWED BY DK PROJECT NUMBER 25020 NE W H O R I Z O N A C A D E M Y 71 0 0 B R O O K L Y N B L V D , B R O O K L Y N C E N T E R , M N 5 5 4 2 9 NE W H O R I Z O N A C A D E M Y 34 0 5 A N N A P O L I S L A N E N , P L Y M O U T H , M N 5 5 4 4 7 48776 David J. Knaeble LICENSE NO.DATE I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. 3/11/25 Civil Engineering ° Surveying ° Landscape Architecture 5000 Glenwood Avenue Golden Valley, MN 55422 civilsitegroup.com 612-615-0060 OW N E R C0.0 TITLE SHEET NEW HORIZON ACADEMY BROOKLYN CENTER, MINNESOTA SITE LOCATION MAP N ISSUED FOR: CITY SUBMITTAL 1. ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. CONTACT "GOPHER STATE ONE CALL" (651-454-0002 OR 800-252-1166) FOR UTILITY LOCATIONS, 48 HOURS PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL REPAIR OR REPLACE ANY UTILITIES THAT ARE DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. 2. CONTRACTOR SHALL CONFIRM THAT THE EXISTING CONDITIONS FOR THE SITE MATCH WHAT IS SHOWN ON THE DRAWINGS INCLUDED PRIOR TO CONSTRUCTION. 3. ALL NECESSARY INSPECTIONS AND/OR CERTIFICATIONS REQUIRED BY CODES AND/OR UTILITY SERVICES COMPANIES SHALL BE PERFORMED PRIOR TO ANNOUNCED BUILDING POSSESSION AND THE FINAL CONNECTION OF SERVICES. 4. ALL GENERAL CONTRACTOR WORK TO BE COMPLETED (EARTHWORK, FINAL UTILITIES, AND FINAL GRADING) BY THE MILESTONE DATE IN PROJECT DOCUMENTS. 5. CIVIL SITE GROUP SHALL HAVE NO LIABILITY WHATSOEVER FOR ANY COSTS ARISING OUT OF THE CLIENTS DECISION TO OBTAIN BIDS OR PROCEED WITH CONSTRUCTION BEFORE CIVIL SITE GROUP HAS ISSUED FINAL, FULLY-APPROVED PLANS AND SPECIFICATIONS. THE CLIENT ACKNOWLEDGES THAT ALL PRELIMINARY PLANS ARE SUBJECT TO SUBSTANTIAL REVISION UNTIL PLANS ARE FULLY APPROVED AND ALL PERMITS ARE OBTAINED. SHEET INDEX SHEET NUMBER SHEET TITLE C0.0 TITLE SHEET C0.1 PROJECT NOTES C1.0 REMOVALS PLAN C2.0 SITE PLAN C3.0 GRADING PLAN C4.0 UTILITY PLAN C5.0 CIVIL DETAILS C5.1 CIVIL DETAILS C5.2 CIVIL DETAILS SW1.0 SWPPP - EXISTING CONDITIONS SW1.1 SWPPP - PROPOSED CONDITIONS SW1.2 SWPPP - DETAILS SW1.3 SWPPP - NARRATIVE PROJECT CONTACTS NAME & ADDRESS CONTACT CIVIL ENGINEER CIVIL SITE GROUP 5000 GLENWOOD AVE GOLDEN VALLEY, MN 55422 DAVE KNAEBLE 612-615-0060 DKNEBLE@CIVILSITEGROUP.COM PROPERTY OWNER ARCHITECT RYLAUR, LLC 14 PHEASANT LANE NORTH OAKS, MN 55127 A. PETER HILGER 612-868-3636 PHILGER@PHILGER@RYLAUR.COM SURVEYOR CIVIL SITE GROUP 5000 GLENWOOD AVE GOLDEN VALLEY, MN 55422 RORY SYNSTELIEN 612-615-0060 X 712 RORY@CIVILSITEGROUP.COM GEOTECHNICAL ENGINEER TBD TBD REVISION SUMMARY DATE DESCRIPTION Know what's below. before you dig.Call R NEW HORIZON ACADEMY 3405 ANNAPOLIS N, SUITE 100 PLYMOUTH, MN 55447 HEIDI PROSS 763-383-6216 HPROSS@NHACADEMY.NET SITE LOCATION TURNING MOVEMENT DIAGRAM Page 97 of 228 COPYRIGHT CIVIL SITE GROUP INC.c PR O J E C T PRE L I M I N A R Y : NOT F O R CON S T R U C T I O N 2025 ISSUE/SUBMITTAL SUMMARY DATE DESCRIPTION 3/11/25 CITY SUBMITTAL PROJECT MANAGER DAVID KNAEBLE CONTACT NUMBER 763-234-7523 DRAWN BY BB REVIEWED BY DK PROJECT NUMBER 25020 NE W H O R I Z O N A C A D E M Y 71 0 0 B R O O K L Y N B L V D , B R O O K L Y N C E N T E R , M N 5 5 4 2 9 NE W H O R I Z O N A C A D E M Y 34 0 5 A N N A P O L I S L A N E N , P L Y M O U T H , M N 5 5 4 4 7 48776 David J. Knaeble LICENSE NO.DATE I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. 3/11/25 Civil Engineering ° Surveying ° Landscape Architecture 5000 Glenwood Avenue Golden Valley, MN 55422 civilsitegroup.com 612-615-0060 OW N E R C0.1 PROJECT NOTES REMOVAL NOTES: CITY OF BROOKLYN CENTER REMOVAL NOTES: 1. RESERVED FOR CITY SPECIFIC REMOVAL NOTES. 1. ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. CONTACT "GOPHER STATE ONE CALL" (651-454-0002 OR 800-252-1166) FOR UTILITY LOCATIONS, 48 HOURS PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL REPAIR OR REPLACE ANY UTILITIES THAT ARE DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. 2. SEE STORM WATER POLLUTION PREVENTION PLAN (SWPPP) PLAN FOR CONSTRUCTION STORM WATER MANAGEMENT PLAN. 3. REMOVAL OF MATERIALS NOTED ON THE DRAWINGS SHALL BE IN ACCORDANCE WITH MNDOT, STATE AND LOCAL REGULATIONS. 4. REMOVAL OF PRIVATE UTILITIES SHALL BE COORDINATED WITH UTILITY OWNER PRIOR TO CONSTRUCTION ACTIVITIES. 5. EXISTING PAVEMENTS SHALL BE SAWCUT IN LOCATIONS AS SHOWN ON THE DRAWINGS OR THE NEAREST JOINT FOR PROPOSED PAVEMENT CONNECTIONS. 6. REMOVED MATERIALS SHALL BE DISPOSED OF TO A LEGAL OFF-SITE LOCATION AND IN ACCORDANCE WITH STATE AND LOCAL REGULATIONS. 7. ABANDON, REMOVAL, CONNECTION, AND PROTECTION NOTES SHOWN ON THE DRAWINGS ARE APPROXIMATE. COORDINATE WITH PROPOSED PLANS. 8. EXISTING ON-SITE FEATURES NOT NOTED FOR REMOVAL SHALL BE PROTECTED THROUGHOUT THE DURATION OF THE CONTRACT. 9. PROPERTY LINES SHALL BE CONSIDERED GENERAL CONSTRUCTION LIMITS UNLESS OTHERWISE NOTED ON THE DRAWINGS. WORK WITHIN THE GENERAL CONSTRUCTION LIMITS SHALL INCLUDE STAGING, DEMOLITION AND CLEAN-UP OPERATIONS AS WELL AS CONSTRUCTION SHOWN ON THE DRAWINGS. 10. MINOR WORK OUTSIDE OF THE GENERAL CONSTRUCTION LIMITS SHALL BE ALLOWED AS SHOWN ON THE PLAN AND PER CITY REQUIREMENTS. FOR ANY WORK ON ADJACENT PRIVATE PROPERTY, THE CONTRACTOR SHALL OBTAIN WRITTEN PERMISSION FROM THE ADJACENT PROPERTY OWNER PRIOR TO ANY WORK. 11. DAMAGE BEYOND THE PROPERTY LIMITS CAUSED BY CONSTRUCTION ACTIVITY SHALL BE REPAIRED IN A MANNER APPROVED BY THE ENGINEER/LANDSCAPE ARCHITECT OR IN ACCORDANCE WITH THE CITY. 12. PROPOSED WORK (BUILDING AND CIVIL) SHALL NOT DISTURB EXISTING UTILITIES UNLESS OTHERWISE SHOWN ON THE DRAWINGS AND APPROVED BY THE CITY PRIOR TO CONSTRUCTION. 13. SITE SECURITY MAY BE NECESSARY AND PROVIDED IN A MANNER TO PROHIBIT VANDALISM, AND THEFT, DURING AND AFTER NORMAL WORK HOURS, THROUGHOUT THE DURATION OF THE CONTRACT. SECURITY MATERIALS SHALL BE IN ACCORDANCE WITH THE CITY. 14. VEHICULAR ACCESS TO THE SITE SHALL BE MAINTAINED FOR DELIVERY AND INSPECTION ACCESS DURING NORMAL OPERATING HOURS. AT NO POINT THROUGHOUT THE DURATION OF THE CONTRACT SHALL CIRCULATION OF ADJACENT STREETS BE BLOCKED WITHOUT APPROVAL BY THE CITY PRIOR TO CONSTRUCTION ACTIVITIES. 15. ALL TRAFFIC CONTROLS SHALL BE PROVIDED AND ESTABLISHED PER THE REQUIREMENTS OF THE MINNESOTA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MMUTCD) AND THE CITY. THIS SHALL INCLUDE, BUT NOT BE LIMITED TO, SIGNAGE, BARRICADES, FLASHERS, AND FLAGGERS AS NEEDED. ALL PUBLIC STREETS SHALL REMAIN OPEN TO TRAFFIC AT ALL TIMES. NO ROAD CLOSURES SHALL BE PERMITTED WITHOUT APPROVAL BY THE CITY. 16. SHORING FOR BUILDING EXCAVATION MAY BE USED AT THE DISCRETION OF THE CONTRACTOR AND AS APPROVED BY THE OWNERS REPRESENTATIVE AND THE CITY PRIOR TO CONSTRUCTION ACTIVITIES. 17. STAGING, DEMOLITION, AND CLEAN-UP AREAS SHALL BE WITHIN THE PROPERTY LIMITS AS SHOWN ON THE DRAWINGS AND MAINTAINED IN A MANNER AS REQUIRED BY THE CITY. 18. ALL EXISTING SITE TRAFFIC/REGULATORY SIGNAGE TO BE INVENTORIED AND IF REMOVED FOR CONSTRUCTION SHALL BE RETURNED TO LGU. 19. ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. CONTACT "GOPHER STATE ONE CALL" (651-454-0002 OR 800-252-1166) FOR UTILITY LOCATIONS, 48 HOURS PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL REPAIR OR REPLACE ANY UTILITIES THAT ARE DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. SITE LAYOUT NOTES: 1. ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. CONTACT "GOPHER STATE ONE CALL" (651-454-0002 OR 800-252-1166) FOR UTILITY LOCATIONS, 48 HOURS PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL REPAIR OR REPLACE ANY UTILITIES THAT ARE DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. 2. CONTRACTOR SHALL VERIFY LOCATIONS AND LAYOUT OF ALL SITE ELEMENTS PRIOR TO BEGINNING CONSTRUCTION, INCLUDING BUT NOT LIMITED TO, LOCATIONS OF EXISTING AND PROPOSED PROPERTY LINES, EASEMENTS, SETBACKS, UTILITIES, BUILDINGS AND PAVEMENTS. CONTRACTOR IS RESPONSIBLE FOR FINAL LOCATIONS OF ALL ELEMENTS FOR THE SITE. ANY REVISIONS REQUIRED AFTER COMMENCEMENT OF CONSTRUCTION, DUE TO LOCATIONAL ADJUSTMENTS SHALL BE CORRECTED AT NO ADDITIONAL COST TO OWNER. ADJUSTMENTS TO THE LAYOUT SHALL BE APPROVED BY THE ENGINEER/LANDSCAPE ARCHITECT PRIOR TO INSTALLATION OF MATERIALS. STAKE LAYOUT FOR APPROVAL. 3. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS PRIOR TO CONSTRUCTION, INCLUDING A RIGHT-OF-WAY AND STREET OPENING PERMIT. 4. THE CONTRACTOR SHALL VERIFY RECOMMENDATIONS NOTED IN THE GEO TECHNICAL REPORT PRIOR TO INSTALLATION OF SITE IMPROVEMENT MATERIALS. 5. CONTRACTOR SHALL FIELD VERIFY COORDINATES AND LOCATION DIMENSIONS & ELEVATIONS OF THE BUILDING AND STAKE FOR REVIEW AND APPROVAL BY THE OWNERS REPRESENTATIVE PRIOR TO INSTALLATION OF FOOTING MATERIALS. 6. LOCATIONS OF STRUCTURES, ROADWAY PAVEMENTS, CURBS AND GUTTERS, BOLLARDS, AND WALKS ARE APPROXIMATE AND SHALL BE STAKED IN THE FIELD, PRIOR TO INSTALLATION, FOR REVIEW AND APPROVAL BY THE ENGINEER/LANDSCAPE ARCHITECT. 7. CURB DIMENSIONS SHOWN ARE TO FACE OF CURB. BUILDING DIMENSIONS ARE TO FACE OF CONCRETE FOUNDATION. LOCATION OF BUILDING IS TO BUILDING FOUNDATION AND SHALL BE AS SHOWN ON THE DRAWINGS. 8. THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS OR SAMPLES AS SPECIFIED FOR REVIEW AND APPROVAL BY THE ENGINEER/LANDSCAPE ARCHITECT PRIOR TO FABRICATION FOR ALL PREFABRICATED SITE IMPROVEMENT MATERIALS SUCH AS, BUT NOT LIMITED TO THE FOLLOWING, FURNISHINGS, PAVEMENTS, WALLS, RAILINGS, BENCHES, FLAGPOLES, LANDING PADS FOR CURB RAMPS, AND LIGHT AND POLES. THE OWNER RESERVES THE RIGHT TO REJECT INSTALLED MATERIALS NOT PREVIOUSLY APPROVED. 9. PEDESTRIAN CURB RAMPS SHALL BE CONSTRUCTED WITH TRUNCATED DOME LANDING AREAS IN ACCORDANCE WITH A.D.A. REQUIREMENTS-SEE DETAIL. 10. CROSSWALK STRIPING SHALL BE 24" WIDE WHITE PAINTED LINE, SPACED 48" ON CENTER PERPENDICULAR TO THE FLOW OF TRAFFIC. WIDTH OF CROSSWALK SHALL BE 5' WIDE. ALL OTHER PAVEMENT MARKINGS SHALL BE WHITE IN COLOR UNLESS OTHERWISE NOTED OR REQUIRED BY ADA OR LOCAL GOVERNING BODIES. 11. SEE SITE PLAN FOR CURB AND GUTTER TYPE. TAPER BETWEEN CURB TYPES-SEE DETAIL. 12. ALL CURB RADII ARE MINIMUM 3' UNLESS OTHERWISE NOTED. 13. CONTRACTOR SHALL REFER TO FINAL PLAT FOR LOT BOUNDARIES, NUMBERS, AREAS AND DIMENSIONS PRIOR TO SITE IMPROVEMENTS. 14. FIELD VERIFY ALL EXISTING SITE CONDITIONS, DIMENSIONS. 15. PARKING IS TO BE SET PARALLEL OR PERPENDICULAR TO EXISTING BUILDING UNLESS NOTED OTHERWISE. 16. ALL PARKING LOT PAINT STRIPING TO BE WHITE, 4" WIDE TYP. 17. BITUMINOUS PAVING TO BE "LIGHT DUTY" UNLESS OTHERWISE NOTED. SEE DETAIL SHEETS FOR PAVEMENT SECTIONS. 18. ALL TREES THAT ARE TO REMAIN ARE TO BE PROTECTED FROM DAMAGE WITH A CONSTRUCTION FENCE AT THE DRIP LINE. SEE LANDSCAPE DOCUMENTS. 19. CONTRACTOR IS RESPONSIBLE TO INSTALL ANY SIDEWALK AND CURBING PER DESIGN PLAN. CONTRACTOR TO VERIFY ALL CURBS AND SIDEWALKS WILL DRAIN PROPERLY IN FIELD CONDITIONS. CONTRACTOR MUST CONTACT THE CIVIL ENGINEER 24-HOURS PRIOR TO ANY CURB AND/OR SIDEWALK INSTALLATION TO REVIEW AND INSPECT CURB STAKES. CONTRACTOR IS RESPONSIBLE FOR ANY CURB OR SIDEWALK REPLACEMENT IF THIS PROCEDURE IS NOT FOLLOWED. GENERAL GRADING NOTES: CITY OF BROOKLYN CENTER GRADING NOTES: 1. RESERVED FOR CITY SPECIFIC GRADING NOTES. 1. CONTRACTOR SHALL VERIFY ALL BUILDING ELEVATIONS, (FFE, LFE, GFE), PRIOR TO CONSTRUCTION BY CROSS CHECKING WITH ARCHITECTURAL, STRUCTURAL AND CIVIL ELEVATIONS FOR EQUIVALENT "100" ELEVATIONS. THIS MUST BE DONE PRIOR TO EXCAVATION AND INSTALLATION OF ANY FOOTING MATERIALS. VERIFICATION OF THIS COORDINATION SHALL BE CONFIRMED IN WRITING BY CIVIL, SURVEYOR, ARCHITECTURAL, STRUCTURAL AND CONTRACTOR PRIOR TO CONSTRUCTION. 2. ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. CONTACT "GOPHER STATE ONE CALL" (651-454-0002 OR 800-252-1166) FOR UTILITY LOCATIONS, 48 HOURS PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL REPAIR OR REPLACE ANY UTILITIES THAT ARE DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. 3. SEE SITE PLAN FOR HORIZONTAL LAYOUT & GENERAL GRADING NOTES. 4. THE CONTRACTOR SHALL COMPLETE THE SITE GRADING CONSTRUCTION (INCLUDING BUT NOT LIMITED TO SITE PREPARATION, SOIL CORRECTION, EXCAVATION, EMBANKMENT, ETC.) IN ACCORDANCE WITH THE REQUIREMENTS OF THE OWNER'S SOILS ENGINEER. ALL SOIL TESTING SHALL BE COMPLETED BY THE OWNER'S SOILS ENGINEER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL REQUIRED SOIL TESTS AND INSPECTIONS WITH THE SOILS ENGINEER. 5. ANY ELEMENTS OF AN EARTH RETENTION SYSTEM AND RELATED EXCAVATIONS THAT FALL WITHIN THE PUBLIC RIGHT OF WAY WILL REQUIRE A “RIGHT OF WAY EXCAVATION PERMIT”. CONTRACTOR IS RESPONSIBLE FOR AQUIRING THIS PERMIT PRIOR TO CONSTRUCTION IF APPLICABLE 6. ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. CONTACT "GOPHER STATE ONE CALL" (651-454-0002 OR 800-252-1166) FOR UTILITY LOCATIONS, 48 HOURS PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL REPAIR OR REPLACE ANY UTILITIES THAT ARE DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. 7. GRADING AND EXCAVATION ACTIVITIES SHALL BE PERFORMED IN ACCORDANCE WITH THE NATIONAL POLLUTION DISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT REQUIREMENTS & PERMIT REQUIREMENTS OF THE CITY. 8. PROPOSED SPOT GRADES ARE FLOW-LINE FINISHED GRADE ELEVATIONS, UNLESS OTHERWISE NOTED. 9. GRADES OF WALKS SHALL BE INSTALLED WITH 5% MAX. LONGITUDINAL SLOPE AND 1% MIN. AND 2% MAX. CROSS SLOPE, UNLESS OTHERWISE NOTED. 10. PROPOSED SLOPES SHALL NOT EXCEED 3:1 UNLESS INDICATED OTHERWISE ON THE DRAWINGS. MAXIMUM SLOPES IN MAINTAINED AREAS IS 4:1. 11. PROPOSED RETAINING WALLS, FREESTANDING WALLS, OR COMBINATION OF WALL TYPES GREATER THAN 4' IN HEIGHT SHALL BE DESIGNED AND ENGINEERED BY A REGISTERED RETAINING WALL ENGINEER. DESIGN DRAWINGS SHALL BE SUBMITTED FOR REVIEW AND APPROVAL PRIOR TO CONSTRUCTION. 12. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTENANCE OF GRADE STAKES THROUGHOUT THE DURATION OF CONSTRUCTION TO ESTABLISH PROPER GRADES. THE CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR A FINAL FIELD CHECK OF FINISHED GRADES ACCEPTABLE TO THE ENGINEER/LANDSCAPE ARCHITECT PRIOR TO TOPSOIL AND SODDING ACTIVITIES. 13. IF EXCESS OR SHORTAGE OF SOIL MATERIAL EXISTS, THE CONTRACTOR SHALL TRANSPORT ALL EXCESS SOIL MATERIAL OFF THE SITE TO AN AREA SELECTED BY THE CONTRACTOR, OR IMPORT SUITABLE MATERIAL TO THE SITE. 14. EXCAVATE TOPSOIL FROM AREAS TO BE FURTHER EXCAVATED OR REGRADED AND STOCKPILE IN AREAS DESIGNATED ON THE SITE. THE CONTRACTOR SHALL SALVAGE ENOUGH TOPSOIL FOR RESPREADING ON THE SITE AS SPECIFIED. EXCESS TOPSOIL SHALL BE PLACED IN EMBANKMENT AREAS, OUTSIDE OF BUILDING PADS, ROADWAYS AND PARKING AREAS. THE CONTRACTOR SHALL SUBCUT CUT AREAS, WHERE TURF IS TO BE ESTABLISHED, TO A DEPTH OF 6 INCHES. RESPREAD TOPSOIL IN AREAS WHERE TURF IS TO BE ESTABLISHED TO A MINIMUM DEPTH OF 6 INCHES. 15. FINISHED GRADING SHALL BE COMPLETED. THE CONTRACTOR SHALL UNIFORMLY GRADE AREAS WITHIN LIMITS OF GRADING, INCLUDING ADJACENT TRANSITION AREAS. PROVIDE A SMOOTH FINISHED SURFACE WITHIN SPECIFIED TOLERANCES, WITH UNIFORM LEVELS OR SLOPES BETWEEN POINTS WHERE ELEVATIONS ARE SHOWN, OR BETWEEN SUCH POINTS AND EXISTING GRADES. AREAS THAT HAVE BEEN FINISH GRADED SHALL BE PROTECTED FROM SUBSEQUENT CONSTRUCTION OPERATIONS, TRAFFIC AND EROSION. REPAIR ALL AREAS THAT HAVE BECOME RUTTED BY TRAFFIC OR ERODED BY WATER OR HAS SETTLED BELOW THE CORRECT GRADE. ALL AREAS DISTURBED BY THE CONTRACTOR'S OPERATIONS SHALL BE RESTORED TO EQUAL OR BETTER THAN ORIGINAL CONDITION OR TO THE REQUIREMENTS OF THE NEW WORK. 16. PRIOR TO PLACEMENT OF THE AGGREGATE BASE, A TEST ROLL WILL BE REQUIRED ON THE STREET AND/OR PARKING AREA SUBGRADE. THE CONTRACTOR SHALL PROVIDE A LOADED TANDEM AXLE TRUCK WITH A GROSS WEIGHT OF 25 TONS. THE TEST ROLLING SHALL BE AT THE DIRECTION OF THE SOILS ENGINEER AND SHALL BE COMPLETED IN AREAS AS DIRECTED BY THE SOILS ENGINEER. THE SOILS ENGINEER SHALL DETERMINE WHICH SECTIONS OF THE STREET OR PARKING AREA ARE UNSTABLE. CORRECTION OF THE SUBGRADE SOILS SHALL BE COMPLETED IN ACCORDANCE WITH THE REQUIREMENTS OF THE SOILS ENGINEER. NO TEST ROLL SHALL OCCUR WITHIN 10' OF ANY UNDERGROUND STORM RETENTION/DETENTION SYSTEMS. 17. TOLERANCES 17.1. THE BUILDING SUBGRADE FINISHED SURFACE ELEVATION SHALL NOT VARY BY MORE THAN 0.30 FOOT ABOVE, OR 0.30 FOOT BELOW, THE PRESCRIBED ELEVATION AT ANY POINT WHERE MEASUREMENT IS MADE. 17.2. THE STREET OR PARKING AREA SUBGRADE FINISHED SURFACE ELEVATION SHALL NOT VARY BY MORE THAN 0.05 FOOT ABOVE, OR 0.10 FOOT BELOW, THE PRESCRIBED ELEVATION OF ANY POINT WHERE MEASUREMENT IS MADE. 17.3. AREAS WHICH ARE TO RECEIVE TOPSOIL SHALL BE GRADED TO WITHIN 0.30 FOOT ABOVE OR BELOW THE REQUIRED ELEVATION, UNLESS DIRECTED OTHERWISE BY THE ENGINEER. 17.4. TOPSOIL SHALL BE GRADED TO PLUS OR MINUS 1/2 INCH OF THE SPECIFIED THICKNESS. 18. MAINTENANCE 18.1. THE CONTRACTOR SHALL PROTECT NEWLY GRADED AREAS FROM TRAFFIC AND EROSION, AND KEEP AREA FREE OF TRASH AND DEBRIS. 18.2. CONTRACTOR SHALL REPAIR AND REESTABLISH GRADES IN SETTLED, ERODED AND RUTTED AREAS TO SPECIFIED TOLERANCES. DURING THE CONSTRUCTION, IF REQUIRED, AND DURING THE WARRANTY PERIOD, ERODED AREAS WHERE TURF IS TO BE ESTABLISHED SHALL BE RESEEDED AND MULCHED. 18.3. WHERE COMPLETED COMPACTED AREAS ARE DISTURBED BY SUBSEQUENT CONSTRUCTION OPERATIONS OR ADVERSE WEATHER, CONTRACTOR SHALL SCARIFY, SURFACE, RESHAPE, AND COMPACT TO REQUIRED DENSITY PRIOR TO FURTHER CONSTRUCTION. GENERAL UTILITY NOTES: CITY OF BROOKLYN CENTER UTILITY NOTES: 1. RESERVED FOR CITY SPECIFIC UTILITY NOTES. REVISION SUMMARY DATE DESCRIPTION CITY OF BROOKLYN CENTER SITE SPECIFIC NOTES: 1. RESERVED FOR CITY SPECIFIC SITE NOTES. Know what's below. before you dig.Call R OPERATIONAL NOTES SNOW REMOVAL ALL SNOW SHALL BE STORED ON-SITE OUTSIDE PARKING LOT. WHEN FULL, REMOVAL CO. SHALL REMOVE EXCESS OFF-SITE. TRASH REMOVAL TRASH SHALL BE PLACED IN INTERIOR SOLID WASTE COLLECTION POINT, MOVED TO TEMPORARY EXTERIOR LOCATION ON COLLECTION DAY AND REMOVED BY COMMERCIAL CO. DELIVERIES DELIVERIES SHALL OCCUR AT THE FRONT DOOR VIA STANDARD COMMERCIAL DELIVERY VEHICLES (UPS, FED-EX, USPS). 1. ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. CONTACT "GOPHER STATE ONE CALL" (651-454-0002 OR 800-252-1166) FOR UTILITY LOCATIONS, 48 HOURS PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL REPAIR OR REPLACE ANY UTILITIES THAT ARE DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. 2. SEE SITE PLAN FOR HORIZONTAL DIMENSIONS AND LAYOUT. 3. CONTRACTOR SHALL FIELD VERIFY LOCATION AND ELEVATION OF EXISTING UTILITIES AND TOPOGRAPHIC FEATURES PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OF DISCREPANCIES OR VARIATIONS FROM THE PLANS. 4. CASTINGS SHALL BE SALVAGED FROM STRUCTURE REMOVALS AND RE-USED OR PLACED AT THE DIRECTION OF THE OWNER. 5. PIPE LENGTHS SHOWN ARE FROM CENTER TO CENTER OF STRUCTURE OR TO END OF FLARED END SECTION. 6. UTILITIES CONNECTIONS ON THE PLAN ARE SHOWN TO WITHIN 5' OF THE BUILDING FOOTPRINT. THE CONTRACTOR IS ULTIMATELY RESPONSIBLE FOR THE FINAL CONNECTION TO BUILDING LINES. COORDINATE WITH ARCHITECTURAL AND MECHANICAL PLANS. 7. CATCH BASINS AND MANHOLES IN PAVED AREAS SHALL BE SUMPED 0.04 FEET. ALL CATCH BASINS IN GUTTERS SHALL BE SUMPED 0.15 FEET PER DETAILS. RIM ELEVATIONS SHOWN ON THIS PLAN DO NOT REFLECT SUMPED ELEVATIONS. 8. ALL FIRE HYDRANTS SHALL BE LOCATED 5 FEET BEHIND BACK OF CURB UNLESS OTHERWISE NOTED. 9. HYDRANT TYPE, VALVE, AND CONNECTION SHALL BE IN ACCORDANCE WITH CITY REQUIREMENTS. HYDRANT EXTENSIONS ARE INCIDENTAL. 10. A MINIMUM OF 8 FEET OF COVER IS REQUIRED OVER ALL WATERMAIN, UNLESS OTHERWISE NOTED. EXTRA DEPTH MAY BE REQUIRED TO MAINTAIN A MINIMUM OF 18" VERTICAL SEPARATION TO SANITARY OR STORM SEWER LINES. EXTRA DEPTH WATERMAIN IS INCIDENTAL. 11. A MINIMUM OF 18 INCHES OF VERTICAL SEPARATION AND 10 FEET OF HORIZONTAL SEPARATION IS REQUIRED FOR ALL UTILITIES, UNLESS OTHERWISE NOTED. 12. ALL CONNECTIONS TO EXISTING UTILITIES SHALL BE IN ACCORDANCE WITH CITY STANDARDS AND COORDINATED WITH THE CITY PRIOR TO CONSTRUCTION. 13. CONNECTIONS TO EXISTING STRUCTURES SHALL BE CORE-DRILLED. 14. COORDINATE LOCATIONS AND SIZES OF SERVICE CONNECTIONS WITH THE MECHANICAL DRAWINGS. 15. COORDINATE INSTALLATION AND SCHEDULING OF THE INSTALLATION OF UTILITIES WITH ADJACENT CONTRACTORS AND CITY STAFF. 16. ALL STREET REPAIRS AND PATCHING SHALL BE PERFORMED PER THE REQUIREMENTS OF THE CITY. ALL PAVEMENT CONNECTIONS SHALL BE SAWCUT. ALL TRAFFIC CONTROLS SHALL BE PROVIDED BY THE CONTRACTOR AND SHALL BE ESTABLISHED PER THE REQUIREMENTS OF THE MINNESOTA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MMUTCD) AND THE CITY. THIS SHALL INCLUDE BUT NOT BE LIMITED TO SIGNAGE, BARRICADES, FLASHERS, AND FLAGGERS AS NEEDED. ALL PUBLIC STREETS SHALL BE OPEN TO TRAFFIC AT ALL TIMES. NO ROAD CLOSURES SHALL BE PERMITTED WITHOUT APPROVAL BY THE CITY. 17. ALL STRUCTURES, PUBLIC AND PRIVATE, SHALL BE ADJUSTED TO PROPOSED GRADES WHERE REQUIRED. THE REQUIREMENTS OF ALL OWNERS MUST BE COMPLIED WITH. STRUCTURES BEING RESET TO PAVED AREAS MUST MEET OWNERS REQUIREMENTS FOR TRAFFIC LOADING. 18. CONTRACTOR SHALL COORDINATE ALL WORK WITH PRIVATE UTILITY COMPANIES. 19. CONTRACTOR SHALL COORDINATE CONNECTION OF IRRIGATION SERVICE TO UTILITIES. COORDINATE THE INSTALLATION OF IRRIGATION SLEEVES NECESSARY AS TO NOT IMPACT INSTALLATION OF UTILITIES. 20. CONTRACTOR SHALL MAINTAIN AS-BUILT PLANS THROUGHOUT CONSTRUCTION AND SUBMIT THESE PLANS TO ENGINEER UPON COMPLETION OF WORK. 21. FOR ALL SITES LOCATED IN CLAY SOIL AREAS, DRAIN TILE MUST BE INSTALLED AT ALL LOW POINT CATCH BASINS 25' IN EACH DIRECTION. SEE PLAN AND DETAIL. INSTALL LOW POINT DRAIN TILE PER PLANS AND GEOTECHNICAL REPORT RECOMMENDATIONS AND REQUIREMENTS. Page 98 of 228 S89°42'00"W 230.72 S0 0 ° 1 8 ' 0 0 " E 16 4 . 9 8 N 3 6 ° 4 7 ' 3 0 " W 3 2 . 7 2 1 7 2 . 0 2 Δ = 0 ° 2 5 ' 5 1 " R = 2 2 8 7 6 . 3 2 351.96 N89°42'00"E 49 . 9 95.3 65 . 0 80.1 6. 9 3.1 7.7 3. 1 7. 0 2 Story Brick Sided Building Foundation Area = 6,127 +/- Sq. Ft. Existing Building Existing Building Bituminous Parking Lot Bituminous Parking Lot Bituminous Parking Lot Bi t u m i n o u s P a r k i n g L o t B i t u m i n o u s P a t h B i t u m i n o u s P a t h ( A P u b l i c R / W ) B R O O K L Y N B O U L E V A R D ( C O U N T Y R O A D N O . 1 5 2 ) 12" P V C 6" PVC 12" PVC 33 " R C P 2 7 " R C P ( P e r R e c . ) 1 2 " R C P ( P e r R e c . ) 27" RCP (Per Rec.) 8 " W M ( P e r R e c . ) 8 " W M ( P e r R e c . ) 1 2 " R C P ( P e r R e c . ) 1 2 " R C P ( P e r R e c . ) 15" R C P (Per R e c . ) 6" WM (Per Rec.) 6" WM (Per Rec.) 6" W M ( P e r R e c . ) 11 1 5 5 8 10 19 7 2 5 M o n u m e n t S i g n Concrete Steps Co n c r e t e W a l k w a y Co n c r e t e W a l k w a y [A] Concrete Walkway Crosses Property Line A c c e s s Generator Water Service (Per Rec.) Concrete Chain Link Fence [B] Chain Link Fence Crosses Property Line [C] Chain Link Fence Crosses Property Line Trash Enclosure Landscaping Rock C o l u m n O v e r h a n g Ov e r h a n g Ov e r h a n g Concrete Retaining Wall Edge of Woods Edge of Wo o d s Edge of Woods Edge of Woods Edge of Ice Edge of Ice [9] Drainage and Utility Easement Per Plat [9] Drainage and Utility Easement Per Plat [9] Drainage and Utility Easement Per Plat [9] D r a i n a g e a n d U t i l i t y Eas e m e n t P e r P l a t [9] Drainage and Utility Easement Per Plat [9] Drainage and Utility Easement Per Plat [ 1 0 ] H i g h w a y E a s e m e n t P e r D o c . N o s . 7 2 9 1 1 2 4 & 8 6 6 0 1 2 7 [13] Vehicular Parking Easement Per Doc. No. 5268706 [14] Access Easement Per Doc. No. 11188033 Pond PID: 2711921320004 Address: Unassigned Owner: Brooklyn Ctr Meth Ch PID: 2711921320058 Address: 4513 71st Ave N Owner: Amy Yang PID: 2711921320059 Address: 4507 71st Ave N Owner: Gorpu Daniels/James Gbanjah PID: 2711921320060 Address: 4501 71st Ave N Owner: T Christensen/R Chistensen PID: 2711921320061 Address: 4419 71st Ave N Owner: W R Lindig & K S Lindig PID: 2711921320062 Address: 4413 71st Ave N Owner: James Campbell PID: 2711921330080-2711921330096 Address: Multiple Owner: Multiple PID: 2711921330097 Address: 7100 Brooklyn Blvd PID: 2711921330098 Address: Unassigned Owner: City of Brooklyn Center Found 1/2 Inch Open Iron Pipe Found Nail W/ Flagging Found 1/2 Inch Iron Pipe W/ Illegible Cap Found Rebar [ 9 ] D r a i n a g e a n d U t i l i t y E a s e m e n t P e r P l a t Overhang ( P l a t = 3 2 . 7 5 ) (Plat=230.80) ( P l a t = 1 7 1 . 9 7 ) 1 2 " R C P ( P e r R e c . ) 1 2 " R C P ( P e r R e c . ) N36° 2 6 ' 0 4 " W 13.5 6 1 3 2 . 1 3 Δ = 1 ° 0 9 ' 3 8 " R = 6 5 2 3 . 9 4 8" P V C Sanitary Service (Per Rec.) 326.15 28.20 202.52 CONSTRUCTION LIMITS CONSTRUCTION LIMITS REMOVE EXISTING CURB AND GUTTER, TYP. REMOVE EXISTING PAVEMENT AND BASE MATERIAL AND PARKING SIGNS, TYP. REMOVE EXISTING TREE AND ROOT BALL, TYP. FOR ALL FENCE REMOVALS OR PRESERVATIONS ON LOT LINES: CONTRACTOR SHALL CONFIRM OWNERSHIP OF FENCE PRIOR TO REMOVAL AND COORDINATE WITH ADJACENT PROPERTY OWNER. ALL EXISTING PUBLIC AND PRIVATE UTILITIES TO REMAIN (UNLESS NOTED OTHERWISE). PROTECT FROM DAMAGE DURING CONSTRUCTION. CONTRACTOR SHALL SAWCUT & REMOVE PVMTS., CURBS, AND WALKS FOR INSTALLATION OF UTILITIES. UPON COMPLETION OF UTILITY WORK, REPLACE ALL MATERIAL, IN KIND. BITUMINOUS MILL & OVERLAY, TYP. REMOVE EXISTING PAVEMENT AND BASE MATERIAL AND PARKING SIGNS, TYP. REMOVE EXISTING CURB AND GUTTER, TYP. REMOVE FLAG POLE REMOVE STRUCTURE AND FOUNDATIONS REMOVE MONUMENT SIGN AND FOUNDATION EXISTING TRANSFORMER TO REMAIN, PROTECT FROM DAMAGE SAW CUT FULL DEPTH AT REMOVAL LIMITS, TYP. REMOVE EXISTING STORM STRUCTURE AND STORM SEWER PIPE SAW CUT FULL DEPTH AT REMOVAL LIMITS, TYP. REMOVE EXISTING CONC. AND BASE MATERIAL EXISTING TRANSFORMER TO REMAIN, PROTECT FROM DAMAGE EXISTING GENERATOR TO REMAIN, PROTECT FROM DAMAGE EXISTING CONC. STAIRS AND WALL TO REMAIN, PROTECT FROM DAMAGE REMOVE EXISTING METAL HAND RAIL REMOVE LIGHT POLE. SALVAGE AS NECESSARY. COORD. W/OWNER AND ELEC'L,TYP. REMOVE LIGHT POLE. SALVAGE AS NECESSARY. COORD. W/OWNER AND ELEC'L,TYP. REMOVE EXISTING HYDRANT BACK TO MAIN GRIND DOWN CONC. SO THAT IT IS FLUSH WITH PROPOSED SIDEWALK REMOVE LANDSCAPE ROCK EX. SAN. MH TO REMAIN. ADJUST CASTING PER PROPOSED GRADES. ROTATE OUT OF PROPOSED CURB LINE. EX. STM. MH TO REMAIN. PROTECT FROM DAMAGE EXISTING TREES TO REMAIN, PROVIDE TREE PROTECTION FENCING, TYP. PROTECT EXISTING SIDEWALK TO REMAIN, TYP. EXISTING TREES TO REMAIN, PROVIDE TREE PROTECTION FENCING, TYP. REMOVE EXISTING FENCE AND FOUNDATIONS REMOVE EXISTING FENCE AND FOUNDATIONS CONTRACTOR TO VERIFY IF EXISTING ELECTRIC LINE EXISTS. IF IT EXISTS, RELOCATE AS NECESSARY FOR PROPOSED PLAYGROUND EQUIPMENT. COORD. W/UTILITY OWNER. REMOVALS PLAN LEGEND: TREE PROTECTION TREE REMOVAL - INCLUDING ROOTS AND STUMPS COPYRIGHT CIVIL SITE GROUP INC.c PR O J E C T PRE L I M I N A R Y : NOT F O R CON S T R U C T I O N 2025 ISSUE/SUBMITTAL SUMMARY DATE DESCRIPTION 3/11/25 CITY SUBMITTAL PROJECT MANAGER DAVID KNAEBLE CONTACT NUMBER 763-234-7523 DRAWN BY BB REVIEWED BY DK PROJECT NUMBER 25020 NE W H O R I Z O N A C A D E M Y 71 0 0 B R O O K L Y N B L V D , B R O O K L Y N C E N T E R , M N 5 5 4 2 9 NE W H O R I Z O N A C A D E M Y 34 0 5 A N N A P O L I S L A N E N , P L Y M O U T H , M N 5 5 4 4 7 48776 David J. Knaeble LICENSE NO.DATE I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. 3/11/25 Civil Engineering ° Surveying ° Landscape Architecture 5000 Glenwood Avenue Golden Valley, MN 55422 civilsitegroup.com 612-615-0060 OW N E R C1.0 REMOVALS PLAN REMOVE CURB AND GUTTER. IF IN RIGHT-OF-WAY, COORDINATE WITH LOCAL GOVERNING UNIT. SEE SHEET C0.1 FOR GENERAL REMOVAL NOTES SEE SWPPP ON SHEETS SW1.0 - SW1.3 EROSION CONTROL NOTES: CONSTRUCTION LIMITS REVISION SUMMARY DATE DESCRIPTIONPROPERTY LINE REMOVAL OF TREES AND VEGETATION INCLUDING STUMPS AND ROOT SYSTEMS 0 1" = 20'-0" 20'-0"10'-0" N Know what's below. before you dig.Call R OWNER INFORMATION NEW HORIZON ACADEMY 3405 ANNAPOLIS N, SUITE 100 PLYMOUTH, MN 55447 HEIDI PROSS 763-383-6216 HPROSS@NHACADEMY.NET REMOVAL OF PAVEMENT AND ALL BASE MATERIAL, INCLUDING BIT., CONC., AND GRAVEL PVMTS. BITUMINOUS MILL AND OVERLAY Page 99 of 228 S89°42'00"W 230.72 S0 0 ° 1 8 ' 0 0 " E 16 4 . 9 8 N 3 6 ° 4 7 ' 3 0 " W 3 2 . 7 2 1 7 2 . 0 2 Δ = 0 ° 2 5 ' 5 1 " R = 2 2 8 7 6 . 3 2 351.96 N89°42'00"E 49 . 9 95.3 65 . 0 80.1 6. 9 3.1 7. 73.1 7. 0 2 Story Brick Sided Building Foundation Area = 6,127 +/- Sq. Ft. Existing Building Existing Building Bituminous Parking Lot Bituminous Parking Lot Bi t u m i n o u s P a r k i n g L o t B i t u m i n o u s P a t h B i t u m i n o u s P a t h ( A P u b l i c R / W ) B R O O K L Y N B O U L E V A R D ( C O U N T Y R O A D N O . 1 5 2 ) 12" P V C 6" PVC 12" PVC 33 " R C P 2 7 " R C P ( P e r R e c . ) 1 2 " R C P ( P e r R e c . ) 27" RCP (Per Rec.) 8 " W M ( P e r R e c . ) 8 " W M ( P e r R e c . ) 1 2 " R C P ( P e r R e c . ) 1 2 " R C P ( P e r R e c . ) 15" R C P (Per R e c . ) 6" WM (Per Rec.) 6" WM (Per Rec.) 6" W M ( P e r R e c . ) 5 Concrete Steps Co n c r e t e W a l k w a y Co n c r e t e W a l k w a y [A] Concrete Walkway Crosses Property Line A c c e s s Generator Water Service (Per Rec.) Chain Link Fence [B] Chain Link Fence Crosses Property Line [C] Chain Link Fence Crosses Property Line Ov e r h a n g Ov e r h a n g Concrete Retaining Wall Edge of Woods Edge of Wo o d s Edge of Woods Edge of Woods Edge of Ice Edge of Ice [9] Drainage and Utility Easement Per Plat [9] Drainage and Utility Easement Per Plat [9] Drainage and Utility Easement Per Plat [9] D r a i n a g e a n d U t i l i t y Eas e m e n t P e r P l a t [9] Drainage and Utility Easement Per Plat [9] Drainage and Utility Easement Per Plat [ 1 0 ] H i g h w a y E a s e m e n t P e r D o c . N o s . 7 2 9 1 1 2 4 & 8 6 6 0 1 2 7 [13] Vehicular Parking Easement Per Doc. No. 5268706 [14] Access Easement Per Doc. No. 11188033 Pond PID: 2711921320004 Address: Unassigned Owner: Brooklyn Ctr Meth Ch PID: 2711921320058 Address: 4513 71st Ave N Owner: Amy Yang PID: 2711921320059 Address: 4507 71st Ave N Owner: Gorpu Daniels/James Gbanjah PID: 2711921320060 Address: 4501 71st Ave N Owner: T Christensen/R Chistensen PID: 2711921320061 Address: 4419 71st Ave N Owner: W R Lindig & K S Lindig PID: 2711921320062 Address: 4413 71st Ave N Owner: James Campbell PID: 2711921330080-2711921330096 Address: Multiple Owner: Multiple PID: 2711921330097 Address: 7100 Brooklyn Blvd PID: 2711921330098 Address: Unassigned Owner: City of Brooklyn Center Found 1/2 Inch Open Iron Pipe Found Nail W/ Flagging Found 1/2 Inch Iron Pipe W/ Illegible Cap Found Rebar [ 9 ] D r a i n a g e a n d U t i l i t y E a s e m e n t P e r P l a t Overhang ( P l a t = 3 2 . 7 5 ) (Plat=230.80) ( P l a t = 1 7 1 . 9 7 ) 1 2 " R C P ( P e r R e c . ) 1 2 " R C P ( P e r R e c . ) N36° 2 6 ' 0 4 " W 13.5 6 1 3 2 . 1 3 Δ = 1 ° 0 9 ' 3 8 " R = 6 5 2 3 . 9 4 8" P V C Sanitary Service (Per Rec.) 326.15 28.20 202.52 REF FRZ 24 " 48 " 24" 36" 48.2 NO PA R K I N G 4 S P A C E S @ 9. 0 = 3 6 . 0 2 S P A C E S @ 9 . 0 + 1 AC C E S S I S L E @ 9 . 0 = 2 7 . 0 19 SPACES @ 9.0 = 171.0 17 SPACES @ 9.0 = 153.0 5.0 25.0 5. 0 30 . 0 79 . 6 68.55.0 12.05.029.5 5. 0 5. 0 15 . 5 42.669.5 23. 6 38. 5 48.6 18.0 24.0 18.0 18 . 0 27 . 5 18 . 0 13.4 CONSTRUCTION LIMITS CONSTRUCTION LIMITS 15 . 0 B612 C&G, TYP. ACCESSIBLE PARKING SPACE, INCL. SIGNAGE, STRIPING AND RAMPS. RE-USE SALVAGED SIGNS. FULL BIT. PVMT. RECONSTRUCT, TYP, SEE FINAL GEOTECH FOR THICKNESS TRASH ENCLOSURE, SEE ARCH'L PLANS FOR DETAILS CONTRACTOR IS RESPONSIBLE TO INSTALL ANY SIDEWALK AND CURBING PER DESIGN PLAN. CONTRACTOR TO VERIFY ALL CURBS AND SIDEWALKS WILL DRAIN PROPERLY IN FIELD CONDITIONS. CONTRACTOR MUST CONTACT THE CIVIL ENGINEER 24-HOURS PRIOR TO ANY CURB AND/OR SIDEWALK INSTALLATION TO REVIEW AND INSPECT CURB STAKES. CONTRACTOR IS RESPONSIBLE FOR ANY CURB OR SIDEWALK REPLACEMENT IF THIS PROCEDURE IS NOT FOLLOWED. TODDLER PLAY YARD W/ FALL ZONE MATERIAL, SEE ARCH'L PLANS FOR DETAILS INFANT PLAY YARD W/ FALL ZONE MATERIAL, SEE ARCH'L PLANS FOR DETAILS SECURITY YARD FENCE, SEE ARCH'L PLANS FOR DETAILS, TYP. 48" WIDE GATE, TYP. COORD. W/ARCH'L PRESCHOOL PLAY YARD W/ FALL ZONE MATERIAL, SEE ARCH'L PLANS FOR DETAILS 12" FLUSH CONCRETE CURB 12" FLUSH CONCRETE CURB. CURB TO BE THICKENED ALONG THIS EDGE. SEE GRADING PLAN FOR HEIGHT. 12" FLUSH CONCRETE CURB. CURB TO BE THICKENED ALONG THIS EDGE. SEE GRADING PLAN FOR HEIGHT. MATCH TO EXISTING CURB MATCH TO EXISTING CURB 3' CURB TAPER MATCH EXISTING SIDEWALK, TYP. FULL BIT. PVMT. RECONSTRUCT, TYP, SEE FINAL GEOTECH FOR THICKNESS INSTALL SURMOUNTABLE CURB BITUMINOUS MILL & OVERLAY PVMT. STRIPING, TYP. MONUMENT SIGN. SEE ARCH'L FOR DETAILS 15' ACCESS EASEMENT, COORD. W/CITY GRIND DOWN CONC. SO THAT IT IS FLUSH WITH PROPOSED SIDEWALK ADD RAILING AT TOP OF STAIRS, SEE ARCH'LACCESSIBLE ROUTE ARROW. DO NOT PAINT, FOR CODE REVIEW ONLY, TYP. 3' CURB CUT W/3' TAPERS THICKENED EDGE CONCRETE. SLOPE WALK TO MEET GRADE INSTALL THICKENED EDGE CONC. ALONG PLAY AREA TO ALLOW FOR PLAY SURFACE ATTACHMENT INSTALL THICKENED EDGE CONC. ALONG PLAY AREA TO ALLOW FOR PLAY SURFACE ATTACHMENT B612 C&G, TYP. MATCH EXISTING SIDEWALK 10.0 CROSSWALK STRIPING BIKE POST, SEE ARCH'L COPYRIGHT CIVIL SITE GROUP INC.c PR O J E C T PRE L I M I N A R Y : NOT F O R CON S T R U C T I O N 2025 ISSUE/SUBMITTAL SUMMARY DATE DESCRIPTION 3/11/25 CITY SUBMITTAL PROJECT MANAGER DAVID KNAEBLE CONTACT NUMBER 763-234-7523 DRAWN BY BB REVIEWED BY DK PROJECT NUMBER 25020 NE W H O R I Z O N A C A D E M Y 71 0 0 B R O O K L Y N B L V D , B R O O K L Y N C E N T E R , M N 5 5 4 2 9 NE W H O R I Z O N A C A D E M Y 34 0 5 A N N A P O L I S L A N E N , P L Y M O U T H , M N 5 5 4 4 7 48776 David J. Knaeble LICENSE NO.DATE I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. 3/11/25 Civil Engineering ° Surveying ° Landscape Architecture 5000 Glenwood Avenue Golden Valley, MN 55422 civilsitegroup.com 612-615-0060 OW N E R SITE PLAN LEGEND: TRAFFIC DIRECTIONAL ARROW PAVEMENT MARKINGS SIGN AND POST ASSEMBLY. SHOP DRAWINGS REQUIRED. HC = ACCESSIBLE SIGN NP = NO PARKING FIRE LANE ST = STOP CP = COMPACT CAR PARKING ONLY PROPERTY LINE CURB AND GUTTER-SEE NOTES (T.O.) TIP OUT GUTTER WHERE APPLICABLE-SEE PLAN CONSTRUCTION LIMITS TO ACCESSIBILITY ROUTE ARROW (IF APPLICABLE) DO NOT PAINT. CONCRETE PAVEMENT (IF APPLICABLE) AS SPECIFIED (PAD OR WALK) SEE GEOTECHNICAL REPORT FOR AGGREGATE BASE & CONCRETE DEPTHS, WITHIN ROW SEE CITY DETAIL, WITHIN PRIVATE PROPERTY SEE CSG DETAIL REVISION SUMMARY DATE DESCRIPTION C2.0 SITE PLAN SEE SHEET C0.1 FOR GENERAL SITE NOTES 0 1" = 20'-0" 20'-0"10'-0" N Know what's below. before you dig.Call R OWNER INFORMATION NEW HORIZON ACADEMY 3405 ANNAPOLIS N, SUITE 100 PLYMOUTH, MN 55447 HEIDI PROSS 763-383-6216 HPROSS@NHACADEMY.NET BITUMINOUS PAVEMENT (IF APPLICABLE). SEE GEOTECHNICAL REPORT FOR AGGREGATE BASE & WEAR COURSE DEPTH, SEE DETAIL. BITUMINOUS MILL & OVERLAY FALLZONE MATERIAL Page 100 of 228 S89°42'00"W 230.72 S0 0 ° 1 8 ' 0 0 " E 16 4 . 9 8 N 3 6 ° 4 7 ' 3 0 " W 3 2 . 7 2 1 7 2 . 0 2 Δ = 0 ° 2 5 ' 5 1 " R = 2 2 8 7 6 . 3 2 351.96 N89°42'00"E 49 . 9 95.3 65 . 0 80.1 6. 9 3.1 7. 73.1 7. 0 2 Story Brick Sided Building Foundation Area = 6,127 +/- Sq. Ft. Existing Building Existing Building Bituminous Parking Lot Bituminous Parking Lot Bi t u m i n o u s P a r k i n g L o t B i t u m i n o u s P a t h B i t u m i n o u s P a t h ( A P u b l i c R / W ) B R O O K L Y N B O U L E V A R D ( C O U N T Y R O A D N O . 1 5 2 ) 12" P V C 6" PVC 12" PVC 33 " R C P 2 7 " R C P ( P e r R e c . ) 1 2 " R C P ( P e r R e c . ) 27" RCP (Per Rec.) 8 " W M ( P e r R e c . ) 8 " W M ( P e r R e c . ) 1 2 " R C P ( P e r R e c . ) 1 2 " R C P ( P e r R e c . ) 15" R C P (Per R e c . ) 6" WM (Per Rec.) 6" WM (Per Rec.) 6" W M ( P e r R e c . ) 5 Concrete Steps Co n c r e t e W a l k w a y Co n c r e t e W a l k w a y [A] Concrete Walkway Crosses Property Line A c c e s s Generator Water Service (Per Rec.) Chain Link Fence [B] Chain Link Fence Crosses Property Line [C] Chain Link Fence Crosses Property Line Ov e r h a n g Ov e r h a n g Concrete Retaining Wall Edge of Woods Edge of Wo o d s Edge of Woods Edge of Woods Edge of Ice Edge of Ice [9] Drainage and Utility Easement Per Plat [9] Drainage and Utility Easement Per Plat [9] Drainage and Utility Easement Per Plat [9] D r a i n a g e a n d U t i l i t y Eas e m e n t P e r P l a t [9] Drainage and Utility Easement Per Plat [9] Drainage and Utility Easement Per Plat [ 1 0 ] H i g h w a y E a s e m e n t P e r D o c . N o s . 7 2 9 1 1 2 4 & 8 6 6 0 1 2 7 [13] Vehicular Parking Easement Per Doc. No. 5268706 [14] Access Easement Per Doc. No. 11188033 Pond PID: 2711921320004 Address: Unassigned Owner: Brooklyn Ctr Meth Ch PID: 2711921320058 Address: 4513 71st Ave N Owner: Amy Yang PID: 2711921320059 Address: 4507 71st Ave N Owner: Gorpu Daniels/James Gbanjah PID: 2711921320060 Address: 4501 71st Ave N Owner: T Christensen/R Chistensen PID: 2711921320061 Address: 4419 71st Ave N Owner: W R Lindig & K S Lindig PID: 2711921320062 Address: 4413 71st Ave N Owner: James Campbell PID: 2711921330080-2711921330096 Address: Multiple Owner: Multiple PID: 2711921330097 Address: 7100 Brooklyn Blvd PID: 2711921330098 Address: Unassigned Owner: City of Brooklyn Center Found 1/2 Inch Open Iron Pipe Found Nail W/ Flagging Found 1/2 Inch Iron Pipe W/ Illegible Cap Found Rebar [ 9 ] D r a i n a g e a n d U t i l i t y E a s e m e n t P e r P l a t Overhang ( P l a t = 3 2 . 7 5 ) (Plat=230.80) ( P l a t = 1 7 1 . 9 7 ) 1 2 " R C P ( P e r R e c . ) 1 2 " R C P ( P e r R e c . ) N36° 2 6 ' 0 4 " W 13.5 6 1 3 2 . 1 3 Δ = 1 ° 0 9 ' 3 8 " R = 6 5 2 3 . 9 4 8" P V C Sanitary Service (Per Rec.) 326.15 28.20 202.52 REF FRZ 24 " 48 " 24 " 36" NO PA R K I N G CONSTRUCTION LIMITS CONSTRUCTION LIMITS INSTALL MNDOT CLASS III RIP RAP AROUND LOW POINT COPYRIGHT CIVIL SITE GROUP INC.c PR O J E C T PRE L I M I N A R Y : NOT F O R CON S T R U C T I O N 2025 ISSUE/SUBMITTAL SUMMARY DATE DESCRIPTION 3/11/25 CITY SUBMITTAL PROJECT MANAGER DAVID KNAEBLE CONTACT NUMBER 763-234-7523 DRAWN BY BB REVIEWED BY DK PROJECT NUMBER 25020 NE W H O R I Z O N A C A D E M Y 71 0 0 B R O O K L Y N B L V D , B R O O K L Y N C E N T E R , M N 5 5 4 2 9 NE W H O R I Z O N A C A D E M Y 34 0 5 A N N A P O L I S L A N E N , P L Y M O U T H , M N 5 5 4 4 7 48776 David J. Knaeble LICENSE NO.DATE I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. 3/11/25 Civil Engineering ° Surveying ° Landscape Architecture 5000 Glenwood Avenue Golden Valley, MN 55422 civilsitegroup.com 612-615-0060 OW N E R C3.0 GRADING PLAN 1.0' CONTOUR ELEVATION INTERVAL GRADING PLAN LEGEND: SPOT GRADE ELEVATION GUTTER SPOT GRADE ELEVATION TOP OF CURB SPOT GRADE ELEVATION BOTTOM OF STAIRS/TOP OF STAIRS EX. 1' CONTOUR ELEVATION INTERVAL SPOT GRADE ELEVATION (GUTTER/FLOW LINE UNLESS OTHERWISE NOTED) CURB AND GUTTER (T.O = TIP OUT) EMERGENCY OVERFLOW 41.26 1125 891.00 G 891.00 TC 891.00 BS/TS 1137 EOF=1135.52 TO SPOT GRADE ELEVATION MATCH EXISTING891.00 ME GB GRADE BREAK - HIGH POINTS SEE SHEET C0.1 FOR GENERAL GRADING NOTES SEE SWPPP ON SHEETS SW1.0 - SW1.3 EROSION CONTROL NOTES: CONSTRUCTION LIMITS REVISION SUMMARY DATE DESCRIPTION 0 1" = 20'-0" 20'-0"10'-0" N Know what's below. before you dig.Call R STORMWATER MANAGEMENT NOTES: 1.PROJECT DISTURBANCE AREA IS LESS THAN 1.0 ACRE, SO NO COMMISSION PROJECT REVIEW IS REQUIRED PER THE SHINGLE CREEK WATERSHED MANAGEMENT COMMISSION AND NO PERMANENT STORMWATER MANAGEMENT IS REQUIRED. 2.SINCE THE PROJECT WILL BE REDUCING THE IMPERVIOUS AREA ON SITE, NO RATE CONTROL WILL BE REQUIRED PER THE CITY OF BROOKLYN CENTER. 3.CITY OF BROOKLYN CENTER REQUESTS STORMWATER BMP'S BE PROVIDED TO PROVIDE TSS REMOVAL. 4.THIS PROJECT IS UTILZING TWO SUMPED STORM MANHOLES WITH OUTLET HOODS TO PROVIDE THE REQUIRED STORMWATER BMP'S TO MEET CITY OF BROOKLYN CENTER REQUIREMENTS. Page 101 of 228 S89°42'00"W 230.72 S0 0 ° 1 8 ' 0 0 " E 16 4 . 9 8 N 3 6 ° 4 7 ' 3 0 " W 3 2 . 7 2 1 7 2 . 0 2 Δ = 0 ° 2 5 ' 5 1 " R = 2 2 8 7 6 . 3 2 351.96 N89°42'00"E 49 . 9 95.3 65 . 0 80.1 6. 9 3.1 7. 73.1 7. 0 2 Story Brick Sided Building Foundation Area = 6,127 +/- Sq. Ft. Existing Building Existing Building Bituminous Parking Lot Bituminous Parking Lot Bi t u m i n o u s P a r k i n g L o t B i t u m i n o u s P a t h B i t u m i n o u s P a t h ( A P u b l i c R / W ) B R O O K L Y N B O U L E V A R D ( C O U N T Y R O A D N O . 1 5 2 ) 12" P V C 6" PVC 12" PVC 33 " R C P 2 7 " R C P ( P e r R e c . ) 1 2 " R C P ( P e r R e c . ) 27" RCP (Per Rec.) 8 " W M ( P e r R e c . ) 8 " W M ( P e r R e c . ) 1 2 " R C P ( P e r R e c . ) 1 2 " R C P ( P e r R e c . ) 15" R C P (Per R e c . ) 6" WM (Per Rec.) 6" WM (Per Rec.) 6" W M ( P e r R e c . ) 5 Concrete Steps Co n c r e t e W a l k w a y Co n c r e t e W a l k w a y [A] Concrete Walkway Crosses Property Line A c c e s s Generator Water Service (Per Rec.) Chain Link Fence [B] Chain Link Fence Crosses Property Line [C] Chain Link Fence Crosses Property Line Ov e r h a n g Ov e r h a n g Concrete Retaining Wall Edge of Woods Edge of Wo o d s Edge of Woods Edge of Woods Edge of Ice Edge of Ice [9] Drainage and Utility Easement Per Plat [9] Drainage and Utility Easement Per Plat [9] Drainage and Utility Easement Per Plat [9] D r a i n a g e a n d U t i l i t y Eas e m e n t P e r P l a t [9] Drainage and Utility Easement Per Plat [9] Drainage and Utility Easement Per Plat [ 1 0 ] H i g h w a y E a s e m e n t P e r D o c . N o s . 7 2 9 1 1 2 4 & 8 6 6 0 1 2 7 [13] Vehicular Parking Easement Per Doc. No. 5268706 [14] Access Easement Per Doc. No. 11188033 Pond PID: 2711921320004 Address: Unassigned Owner: Brooklyn Ctr Meth Ch PID: 2711921320058 Address: 4513 71st Ave N Owner: Amy Yang PID: 2711921320059 Address: 4507 71st Ave N Owner: Gorpu Daniels/James Gbanjah PID: 2711921320060 Address: 4501 71st Ave N Owner: T Christensen/R Chistensen PID: 2711921320061 Address: 4419 71st Ave N Owner: W R Lindig & K S Lindig PID: 2711921320062 Address: 4413 71st Ave N Owner: James Campbell PID: 2711921330080-2711921330096 Address: Multiple Owner: Multiple PID: 2711921330097 Address: 7100 Brooklyn Blvd PID: 2711921330098 Address: Unassigned Owner: City of Brooklyn Center Found 1/2 Inch Open Iron Pipe Found Nail W/ Flagging Found 1/2 Inch Iron Pipe W/ Illegible Cap Found Rebar [ 9 ] D r a i n a g e a n d U t i l i t y E a s e m e n t P e r P l a t Overhang ( P l a t = 3 2 . 7 5 ) (Plat=230.80) ( P l a t = 1 7 1 . 9 7 ) 1 2 " R C P ( P e r R e c . ) 1 2 " R C P ( P e r R e c . ) N36° 2 6 ' 0 4 " W 13.5 6 1 3 2 . 1 3 Δ = 1 ° 0 9 ' 3 8 " R = 6 5 2 3 . 9 4 8" P V C Sanitary Service (Per Rec.) 326.15 28.20 202.52 REF FRZ 24 " 48 " 24 " 36" NO PA R K I N G CONSTRUCTION LIMITS CONSTRUCTION LIMITS EX. SANMH EX. RIM=866.47 PR. RIM=866.20 EX. IE=857.90 ROTATE CASTING SO IT IS OUT OF PROP. CURB LINE EX. CBMH EX. RIM=865.18 PR. RIM=865.18 EX 12" IE=861.23 (FIELD VERIFY) PR 12" IE=861.23 CORE DRILL NEW CONNECTION TO EXISTING MH. DRILL CONNECTION FOR DT STUB IN FIELD CB 1 RIM=865.06 IE=861.51 SUMP=857.51 INSTALL HOOD ON OUTLET 28 LF 12" SCH40 STORM @ 1.00% MH 11 RIM=865.63 EX 12" IE (E)=858.58 (FIELD VERIFY) PR 6" IE (W)=859.33 PR 12" IE (S)=859.33 CONSTRUCT MH OVER EXISTING PIPE. DRILL CONNECTION FOR DT STUB IN FIELD. 40 LF 12" HDPE STORM @ 2.50% CONTRACTOR SHALL SAWCUT & REMOVE PVMTS., CURBS, AND WALKS FOR INSTALLATION OF UTILITIES. UPON COMPLETION OF UTILITY WORK, REPLACE ALL MATERIAL, IN KIND. CONTRACTOR SHALL COORDINATE ALL THE UTILITY SERVICES WITH BOTH THE CIVIL AND MECHANICAL PLANS PRIOR TO CONSTRUCTION. SEE DEMO PLAN FOR ALL EXISTING UTILITY REMOVAL INFORMATION 6" PERF. DRAIN TILE. SEE PLAYGROUND PLANS FOR FINAL LAYOUT AND ARCH'L FOR DETAILS, TYP. 6" PERF. DRAIN TILE. SEE PLAYGROUND PLANS FOR FINAL LAYOUT AND ARCH'L FOR DETAILS, TYP. 6" PERF. DRAIN TILE. SEE PLAYGROUND PLANS FOR FINAL LAYOUT AND ARCH'L FOR DETAILS, TYP. 6" DRAIN TILE CLEAN OUT. SEE PLAYGROUND PLANS FOR FINAL LAYOUT AND ARCH'L FOR DETAILS, TYP. 6" DRAIN TILE CLEAN OUT. SEE PLAYGROUND PLANS FOR FINAL LAYOUT AND ARCH'L FOR DETAILS, TYP. 31 LF 6" SOLID SCH40 STORM @ 1.00% 26 LF 6" SOLID SCH40 STORM @ 1.00% 8 LF 6" SOLID SCH40 STORM @ 1.00% CBMH 12 RIM=864.33 IE=860.33 SUMP=856.33 24" NYLOPLAST STRUCTURE WITH 24" DOMED GRATE. INSTALL HOOD ON OUTLET CONNECT TO EXISTING 6" STORM STUB IE=859.64 (FIELD VERIFY SIZE AND INVERT) INSTALL MNDOT CLASS III RIP RAP AROUND LOW POINT 5 LF 6" SOLID SCH40 STORM @ 1.00% COPYRIGHT CIVIL SITE GROUP INC.c PR O J E C T PRE L I M I N A R Y : NOT F O R CON S T R U C T I O N 2025 ISSUE/SUBMITTAL SUMMARY DATE DESCRIPTION 3/11/25 CITY SUBMITTAL PROJECT MANAGER DAVID KNAEBLE CONTACT NUMBER 763-234-7523 DRAWN BY BB REVIEWED BY DK PROJECT NUMBER 25020 NE W H O R I Z O N A C A D E M Y 71 0 0 B R O O K L Y N B L V D , B R O O K L Y N C E N T E R , M N 5 5 4 2 9 NE W H O R I Z O N A C A D E M Y 34 0 5 A N N A P O L I S L A N E N , P L Y M O U T H , M N 5 5 4 4 7 48776 David J. Knaeble LICENSE NO.DATE I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. 3/11/25 Civil Engineering ° Surveying ° Landscape Architecture 5000 Glenwood Avenue Golden Valley, MN 55422 civilsitegroup.com 612-615-0060 OW N E R UTILITY PLAN LEGEND: CATCH BASIN GATE VALVE AND VALVE BOX SANITARY SEWER STORM SEWER WATER MAIN PROPOSED FIRE HYDRANT MANHOLE FES AND RIP RAP SEE SHEET C0.1 FOR GENERAL UTILITY NOTES CONSTRUCTION LIMITS DRAINTILE TRENCH DRAIN REVISION SUMMARY DATE DESCRIPTION C4.0 UTILITY PLAN 0 1" = 20'-0" 20'-0"10'-0" N Know what's below. before you dig.Call R Page 102 of 228 COPYRIGHT CIVIL SITE GROUP INC.c PR O J E C T PRE L I M I N A R Y : NOT F O R CON S T R U C T I O N 2025 ISSUE/SUBMITTAL SUMMARY DATE DESCRIPTION 3/11/25 CITY SUBMITTAL PROJECT MANAGER DAVID KNAEBLE CONTACT NUMBER 763-234-7523 DRAWN BY BB REVIEWED BY DK PROJECT NUMBER 25020 NE W H O R I Z O N A C A D E M Y 71 0 0 B R O O K L Y N B L V D , B R O O K L Y N C E N T E R , M N 5 5 4 2 9 NE W H O R I Z O N A C A D E M Y 34 0 5 A N N A P O L I S L A N E N , P L Y M O U T H , M N 5 5 4 4 7 48776 David J. Knaeble LICENSE NO.DATE I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. 3/11/25 Civil Engineering ° Surveying ° Landscape Architecture 5000 Glenwood Avenue Golden Valley, MN 55422 civilsitegroup.com 612-615-0060 OW N E R C5.0 CIVIL DETAILS REVISION SUMMARY DATE DESCRIPTION ACCESSIBLE PARKING PAVEMENT MARKING N T S NO PARKING NOTE: 1. ADHERE TO ALL STATE & FEDERAL ADA STANDARDS FOR PARKING, PAINT & SIGNAGE. 2. VERIFY AND LAYOUT ALL PAINTED FORMS & STRIPING PRIOR TO INSTALLATION 3. SEE PLAN FOR ACTUAL PARKING SPACES LAYOUT 4. ALL PAINT COLORS MUST CONFORM TO STATE AND FEDERAL ADA STANDARDS NO PARKING NO PARKING 4" WIDE PAINTED STRIPING, 45° CROSS STRIPE PATTERN AT 2' O.C. AT ACCESS AISLE FACE OF CURB ADJ. SIDEWALK ACCESSIBLE CURB RAMP. SEE GRADING & DETAILS HANDICAP SIGN, CENTERED AT HEAD OF PARKING SPACE AND ACCESS AISLE 2' MIN,. AND 8' MAX. FROM FACE OF CURB HANDICAP PARKING ACCESS AISLE WITH PAINTED 12" HIGH LETTERING OF "NO PARKING" CENTERED TOWARD DRIVE AISLE NO PARKING SIGN CENTERED AT HEAD OF SPACE ON CENTER STRIPE HANDICAP PARKING SPACE WITH PAINTED INTERNATIONAL SYMBOL OF ACCESSIBILITY WITH CONTRASTING SQUARE BACKGROUND, CENTERED TOWARD DRIVE AISLE NOTE: FOR REFERENCE ONLY, USE STANDARD ADA PVMT. PAINT TEMPLATE 6" RADIUS 12" DIAMETER 6" LINE WIDTH FOR FIGURE 6" LINE WIDTH OUTSIDE BORDER 5'-6" SQUARE OVERALL 18" RADIUS "WHEEL" SHAPE PAINTED SYMBOL DIAGRAM 8' MIN. 8' MIN. 8' MIN. PE R C I T Y CO D E 9 6" 3' - 6 " 3' - 6 " 60 " - 6 6 " FR O M P A V E M E N T T O BO T T O M O F S I G N ACCESSIBLE SIGN & CHANNEL POST - LOT LOCATION N T S 1'-6" NOTE: 1. SIGN SHALL BE AS SPECIFIED. 2. BOTTOM OF SIGNS TO BE MOUNTED 60"-66" FROM PARKING GRADE, SEE SIGN POST INSTALLATION DETAIL 3. VERIFY POST PAINT C0LOR WITH LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. 14" METAL PLATE WELDED TO BOTTOM OF 6” PIPE GROUT INSIDE OF INNER PIPE ANNULAR SPACE TO 1" FROM TOP ADJACENT PVMT. - MATERIAL VARIES, SEE PLAN & DETAILS SLOPE TOP OF FOOTING AWAY FROM BASE, TYP. 1" SILICONE RUBBER OR ASPHALTIC CAULKING COMPOUND 6" OUTSIDE DIA. GALVANIZED STEEL PIPE PAINT 1 COAT ANTI-RUST PRIMER PRIMER 3-3/16", 2 LBS./FT., COMMERCIAL GRADE, GALVANIZED STEEL "CHANNEL" STYLE SIGN POST METAL SIGN(S) ACCORDING TO MN STATE CODE, PROVIDE SHOP DRAWING OF SIGN MODEL GALVANIZED STEEL FASTENER (TYP. OF 2), INCLUDE REINFORCING PLATE AT EACH BOLT LOCATION (3"X3") TRIM POST TO BELOW TOP OF SIGN 6" 14" THICK, COMMERCIAL GRADE THERMOPLASTIC POLYETHYLENE PROTECTIVE SLEEVE, PER IDEAL SHIELD OR SIMILAR. SHOP DRAWINGS REQUIRED. PROVIDE COLOR SELECTION OPTIONS CUT TOP OF POLYETHYLENE SLEEVE TO ACCOMMODATE CHANNEL POST (ON-SITE) COMMERCIAL GRADE CONSPICUITY MARKINGS (TAPE), 3M DIAMOND GRADE SERIES 973, OR SIMILAR COMPACTED AGG., TYP. 6" INSIDE DIA. GALVANIZED STEEL PIPE PAINT WITH ANTI-RUST PRIMER CONC. FOOTING, SONOTUBE® FORM RECOMMENDED NO PARKING TO BE USED IN FRONT OF STRIPED ACCESS AISLE 8 BITUMINOUS PAVEMENT - ALL TYPES N T S "A" WEAR COURSE (MNDOT 2360 - SPWEA340B) TACK COAT (MNDOT 2357) "B" BASE COURSE (MNDOT 2360 - SPNWB330B) "C" CLASS 5 AGGREGATE SUBBASE (MNDOT 3138) COMPACTED SUBGRADE (100% OF STANDARD PROCTOR MAX. DRY DENSITY) PAVEMENT DESIGN TYPE WEAR (A) BASE (B) AGG.(C) NOTE: IF NO DESIGN IS DEFINED IN ABOVE CHART, SEE GEOTECH REPORT FOR FINAL PAVEMENT SECTION. IF DESIGN IS DEFINED IN ABOVE CHART, IT SHOULD BE CONSIDERED FOR BIDDING PURPOSES ONLY. REFER TO GEOTECH FOR FINAL PAVEMENT SECTION. 2 LIGHT DUTY 2.0" 2.0" 8" FINISHED GRADE NOTES: 1. ALL CONCRETE PVMT. ON-SITE SHALL INCLUDE FIBER REINFORCING - 3 LBS./C.Y. CONC. MACRO-FIBERS PER ASTM C1116 2. INSTALLATION SHALL BE CERTIFIED AND IN ACCORDANCE TO AN ON-SITE A.C.I. TECHNICIAN AS SPECIFIED. 3. SEE GEO-TECHNICAL RECOMMENDATIONS FOR GROSS WEIGHT REQUIREMENTS. 4. SEE LAYOUT DRAWINGS FOR LIMITS OF WALKS. 5. SEE CONCRETE JOINT DETAIL FOR REQUIREMENTS. 6. 1/2" WIDE EXPANSION JOINT AND SEALANT AT ALL CURBS. 7. IF NO DESIGN IS DEFINED IN CHART, SEE GEOTECH REPORT FOR FINAL PAVEMENT SECTION. 8. IF DESIGN IS DEFINED IN CHART, IT SHOULD BE CONSIDERED FOR BIDDING PURPOSES ONLY. REFER TO GEOTECH FOR FINAL PAVEMENT SECTION. CONCRETE PVMT./WALK/PAD N T S (PRIVATE PROPERTY) 12" RADIUS, 34" DEPTH TOOLED CONTROL JOINT LIGHT BROOM FINISH PERPENDICULAR TO TRAFFIC "A" CONCRETE AS SPECIFIED "B" CLASS 5 AGGREGATE BASE COMPACTED SUBGRADE THIS OCCURS ONLY WHERE MULCH MEETS EDGE OF WALK LEAVE TOP OF MULCH DOWN 1" FROM TOP OF WALK PAVEMENT DESIGN TYPE CONC. (A) AGG.(B) 3 LBS. / C.Y. CONC. MACRO-FIBER REINFORCING 1. CURING: 1.1. APPLY CURING COMPOUNDS IMMEDIATELY UPON FINISHING OF CONC. SURFACE. 1.2. ALL CONC. SURFACES SHALL HAVE CURING COMPOUNDS ALLIED PER ASTM C-309. AT 200 S.F. PER GAL. 1.3. ALL CURING COMPOUNDS SHALL BE TYPE 1 (CLEAR) AND CONTAIN ACRYLIC BASED CLASS B RESTRICTED RESIN SOLIDS. 3" 2" 1 WALKS 5"6" CONC. PVMT.7"6" EXPANSION JOINT SEALANT DETAILS N T S NOTES: 1. SEPARATING TAPE OR BACKER MATERIAL REQUIRED TO PREVENT JOINT SEALANT FROM FLOWING INTO SAWCUT, TO SEPARATE NONCOMPATIBLE MATERIALS AND TO PREVENT SEALANT FROM BONDING TO BOTTOM OF RESERVOIR. 2. TOP OF SEALANT WILL BE 1/8" TO 1/4" BELOW TOP OF PAVEMENT. W= WIDTH OF SEALANT RESERVOIR 1/2" MINIMUN 5/8" MAXIMUM EXCEPT FOR 3/4" EXPANSION JOINTS D= DEPTH OF SEALANT 1.0 TO 1.5 TIMES W T= DEPTH OF INTIAL SAWCUT, 1/4 OF THE SLAB THINKNESS FOR PAVEMENT LESS THAN 12" POURED JOINT SEALANT SEPARATING TAPE SEE NOTE 1 SEE NOTE 2 POURED JOINT SEALANT SEE NOTE 2 BACKER MATERIAL SEE NOTE 1 W D T T W D POURED JOINT SEALANTSEE NOTE 2 BACKER MATERIAL SEE NOTE 1 T W D COMPACTED CLASS 5 AGGREGATE BASE. SEE SOIL REPORT FOR DEPTH, 6" MIN. EXTERIOR BUILDING WALL CONCRETE PAVEMENT CONCRETE PAVEMENT CONCRETE PAVEMENT CONCRETE PAVEMENT CONCRETE PAVEMENT 3 1. INSTALLATION AND REINFORCEMENT SHALL BE IN ACCORDANCE TO A CERTIFIED, ON-SITE A.C.I. TECHNICIAN AS SPECIFIED. 2. SEE GEO-TECHNICAL RECOMMENDATIONS FOR SOILS ENGINEER'S PVMT. SECTION REQUIREMENTS. 3. SEE LAYOUT DRAWINGS FOR LIMITS OF WALKS. 4. SEE CONCRETE JOINT DETAIL FOR REQUIREMENTS. 5. 1/2" WIDE EXPANSION JOINT AND SEALANT AT ALL CURBS. 6. WIRE MESH AND CHAIRS REQUIRED FOR ALL WALKS OR IN LOCATIONS FOR VEHICULAR TRAFFIC. THICKENED EDGE CONC. WALK N T S VA R I E S SE E G R A D I N G PL A N 6" NOTE: COMPACTED SUBGRADE CLASS 5 AGGREGATE BASE MIN. 6" UNDER CONCRETE (VERIFY W/ SOILS ENGINEER) W1.6 X W1.6 WIRE MESH W/ SPACING CHAIRS. CENTER MESH IN CONC. POUR, ALL DIRECTIONS. (REGARDLESS OF WALK SECTION CONCRETE DETAIL, MESH IS REQ. THROUGHOUT ENTIRE WIDTH OF ALL "THICKENED EDGE" WALKS.) INSTALL ADJ. MULCH OR LAWN 1" FROM TOP OF WALK, WHERE APPLICABLE CONC. PVMT. SECTION - TYP. 5", SEE DETAIL FOR WALK SECTION, VERIFY W/ SOILS ENGINEER ADJACENT PVMT., SEE SITE PLAN FOR LAYOUT, DETAIL FOR SECTION AND VERIFY W/ SOILS ENGINEER. ENSURE WATER FLOWS AWAY FROM ALL INSTANCES OF "THICKENED EDGE WALK". COORDINATE W/ GRADING PLAN FINISH SURFACE, SEE DETAILS FOR SCORING PATTERN AND TEXTURE, VERIFY WITH OWNERCONTROL JOINTS PER SITE PLAN 6" 1" 5" 6 NOTES: 1. INSTALL CONSTRUCTION JOINTS AT 10'-0" O.C. +/- 2. BASE DEPTH DEPENDANT UPON SOIL CONDITIONS, SEE SOILS REPORT N T S SURMOUNTABLE CURB 28" 10-12"17-12" 7" 4" 11 " 16" 12" FACE OF CURB SLOPE GUTTER 3 4" PER 1'-0" TIP OUT CONDITION WHERE SHOWN ON SITE PLAN, MATCH ADJ. PVMT. (MIN. 0.5% SLOPE OUT) 28 " R 12 " R FINISHED GRADE FINISHED GRADE COMPACTED SUB-BASE SOIL COMPACTED CLASS 5 AGG. BASE, COORDINATE WITH SOILS REPORT FOR DEPTH - MIN. 6" ADJ. PVMT. SECTION, SEE DETAILS & PLANS 7 N T S B-612 CONCRETE CURB AND GUTTER 7" 13 1 / 2 " 6" FINISHED GRADE FINISHED GRADE 3" RADIUS CORNERS 1:3 BATTER SLOPE GUTTER 3/4"/1' 0.5% SLOPE-CONSTRUCT WITH REVERSE SLOPE GUTTER WHERE THE PAVEMENT SLOPES AWAY FROM CURB 1/2" RADIUS 6" 8"12" CLASS 5 AGGREGATE SUB-BASE, COORD. BITUMINOUS PAVEMENT DETAIL (6" MIN.) COMPACTED SUB-BASE, EXIST. NATIVE OR PER SOILS REPORT NOTE: 1. INSTALL CONSTRUCTION JOINTS AT 10'-0" O.C. +/- 2. BASE DEPTH DEPENDANT UPON SOIL CONDITIONS 1/2" RADIUS 4 12" FINISHED GRADE NOTES: 1. INSTALL CONSTRUCTION JOINTS AT 10'-0" O.C. +/- 2. BASE DEPTH DEPENDANT UPON SOIL CONDITIONS 6" 6" PLAYGROUND CURB N T S ADJ. PVMT. SECTION, OR OTHER MATERIALS, SEE PLAN CONTINUOUS SLOPE CONCRETE "CURB" ADJ. PVMT. SECTION, LAWN, BIT. PVMT., OR OTHER MATERIALS, SEE PLAN COMPACTED CLASS 5 AGGREGATE BASE, SEE SOIL REPORT FOR DEPTH, 6" MIN. COMPACTED SUB-BASE, NATIVE SOIL OR AS PER SOILS REPORT RECOMMENDATIONS FINISHED GRADE 7" 5 Page 103 of 228 S89°42'00"W 230.72 S0 0 ° 1 8 ' 0 0 " E 16 4 . 9 8 N 3 6 ° 4 7 ' 3 0 " W 3 2 . 7 2 1 7 2 . 0 2 Δ = 0 ° 2 5 ' 5 1 " R = 2 2 8 7 6 . 3 2 351.96 N89°42'00"E 49 . 9 95.3 65 . 0 80.1 6. 9 3.1 7. 73.1 7. 0 2 Story Brick Sided Building Foundation Area = 6,127 +/- Sq. Ft. Existing Building Existing Building Bituminous Parking Lot Bituminous Parking Lot Bituminous Parking Lot Bi t u m i n o u s P a r k i n g L o t B i t u m i n o u s P a t h B i t u m i n o u s P a t h ( A P u b l i c R / W ) B R O O K L Y N B O U L E V A R D ( C O U N T Y R O A D N O . 1 5 2 ) 12" P V C 6" PVC 12" PVC 33 " R C P 2 7 " R C P ( P e r R e c . ) 1 2 " R C P ( P e r R e c . ) 27" RCP (Per Rec.) 8 " W M ( P e r R e c . ) 8 " W M ( P e r R e c . ) 1 2 " R C P ( P e r R e c . ) 1 2 " R C P ( P e r R e c . ) 15" R C P (Per R e c . ) 6" WM (Per Rec.) 6" WM (Per Rec.) 6" W M ( P e r R e c . ) 11 1 5 5 8 10 19 7 2 5 M o n u m e n t S i g n Concrete Steps Co n c r e t e W a l k w a y Co n c r e t e W a l k w a y [A] Concrete Walkway Crosses Property Line A c c e s s Generator Water Service (Per Rec.) Concrete Chain Link Fence [B] Chain Link Fence Crosses Property Line [C] Chain Link Fence Crosses Property Line Trash Enclosure Landscaping Rock C o l u m n O v e r h a n g Ov e r h a n g Ov e r h a n g Concrete Retaining Wall Edge of Woods Edge of Wo o d s Edge of Woods Edge of Woods Edge of Ice Edge of Ice [9] Drainage and Utility Easement Per Plat [9] Drainage and Utility Easement Per Plat [9] Drainage and Utility Easement Per Plat [9] D r a i n a g e a n d U t i l i t y Eas e m e n t P e r P l a t [9] Drainage and Utility Easement Per Plat [9] Drainage and Utility Easement Per Plat [ 1 0 ] H i g h w a y E a s e m e n t P e r D o c . N o s . 7 2 9 1 1 2 4 & 8 6 6 0 1 2 7 [13] Vehicular Parking Easement Per Doc. No. 5268706 [14] Access Easement Per Doc. No. 11188033 Pond PID: 2711921320004 Address: Unassigned Owner: Brooklyn Ctr Meth Ch PID: 2711921320058 Address: 4513 71st Ave N Owner: Amy Yang PID: 2711921320059 Address: 4507 71st Ave N Owner: Gorpu Daniels/James Gbanjah PID: 2711921320060 Address: 4501 71st Ave N Owner: T Christensen/R Chistensen PID: 2711921320061 Address: 4419 71st Ave N Owner: W R Lindig & K S Lindig PID: 2711921320062 Address: 4413 71st Ave N Owner: James Campbell PID: 2711921330080-2711921330096 Address: Multiple Owner: Multiple PID: 2711921330097 Address: 7100 Brooklyn Blvd PID: 2711921330098 Address: Unassigned Owner: City of Brooklyn Center Found 1/2 Inch Open Iron Pipe Found Nail W/ Flagging Found 1/2 Inch Iron Pipe W/ Illegible Cap Found Rebar [ 9 ] D r a i n a g e a n d U t i l i t y E a s e m e n t P e r P l a t Overhang ( P l a t = 3 2 . 7 5 ) (Plat=230.80) ( P l a t = 1 7 1 . 9 7 ) 1 2 " R C P ( P e r R e c . ) 1 2 " R C P ( P e r R e c . ) N36° 2 6 ' 0 4 " W 13.5 6 1 3 2 . 1 3 Δ = 1 ° 0 9 ' 3 8 " R = 6 5 2 3 . 9 4 8" P V C Sanitary Service (Per Rec.) 326.15 28.20 202.52 CONSTRUCTION LIMITS CONSTRUCTION LIMITS CONSTRUCTION ENTRANCE PERIMETER EROSION CONTROL AT CONSTRUCTION LIMITS, TYP. CONTRACTOR TO PROVIDE INLET PROTECTION AT ALL DOWNSTREAM CATCH BASINS. INLET PROTECTION AT EXISTING CATCH BASIN BEING REMOVED, TYP. PERIMETER EROSION CONTROL AT CONSTRUCTION LIMITS, TYP. COPYRIGHT CIVIL SITE GROUP INC.c PR O J E C T PRE L I M I N A R Y : NOT F O R CON S T R U C T I O N 2025 ISSUE/SUBMITTAL SUMMARY DATE DESCRIPTION 3/11/25 CITY SUBMITTAL PROJECT MANAGER DAVID KNAEBLE CONTACT NUMBER 763-234-7523 DRAWN BY BB REVIEWED BY DK PROJECT NUMBER 25020 NE W H O R I Z O N A C A D E M Y 71 0 0 B R O O K L Y N B L V D , B R O O K L Y N C E N T E R , M N 5 5 4 2 9 NE W H O R I Z O N A C A D E M Y 34 0 5 A N N A P O L I S L A N E N , P L Y M O U T H , M N 5 5 4 4 7 48776 David J. Knaeble LICENSE NO.DATE I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. 3/11/25 Civil Engineering ° Surveying ° Landscape Architecture 5000 Glenwood Avenue Golden Valley, MN 55422 civilsitegroup.com 612-615-0060 OW N E R SW1.0 SWPPP - EXISTING CONDITIONS 1. RESERVED FOR CITY SPECIFIC EROSION CONTROL NOTES. CITY OF BROOKLYN CENTER EROSION CONTROL NOTES:SWPPP LEGEND: EX. 1' CONTOUR ELEVATION INTERVAL INLET PROTECTION STABILIZED CONSTRUCTION ENTRANCE DRAINAGE ARROW SILT FENCE / BIOROLL - GRADING LIMIT 1125 ALL SPECIFIED EROSION AND SEDIMENT CONTROL PRACTICES, AND MEASURES CONTAINED IN THIS SWPPP ARE THE MINIMUM REQUIREMENTS. ADDITIONAL PRACTICES MAY BE REQUIRED DURING THE COURSE OF CONSTRUCTION. REVISION SUMMARY DATE DESCRIPTION 1. ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. CONTACT "GOPHER STATE ONE CALL" (651-454-0002 OR 800-252-1166) FOR UTILITY LOCATIONS, 48 HOURS PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL REPAIR OR REPLACE ANY UTILITIES THAT ARE DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. 2. THIS PROJECT IS LESS THAN ONE ACRE AND WILL NOT REQUIRE AN MPCA NPDES PERMIT. CONTRACTOR IS RESPONSIBLE FOR OBTAINING ANY EROSION CONTROL PERMITS REQUIRED BY THE CITY. 3. SEE SHEETS SW1.0 - SW1.3 FOR ALL EROSION CONTROL NOTES, DESCRIPTIONS, AND PRACTICES. 4. SEE GRADING PLAN FOR ADDITIONAL GRADING AND EROSION CONTROL NOTES. 5. CONTRACTOR IS RESPONSIBLE FOR SWPPP IMPLEMENTATION, INSPECTIONS, MAINTENANCE AND COMPLIANCE WITH THE PERMIT. SWPPP NOTES: 0 1" = 20'-0" 20'-0"10'-0" N Know what's below. before you dig.Call R Page 104 of 228 COPYRIGHT CIVIL SITE GROUP INC.c PR O J E C T PRE L I M I N A R Y : NOT F O R CON S T R U C T I O N 2025 ISSUE/SUBMITTAL SUMMARY DATE DESCRIPTION 3/11/25 CITY SUBMITTAL PROJECT MANAGER DAVID KNAEBLE CONTACT NUMBER 763-234-7523 DRAWN BY BB REVIEWED BY DK PROJECT NUMBER 25020 NE W H O R I Z O N A C A D E M Y 71 0 0 B R O O K L Y N B L V D , B R O O K L Y N C E N T E R , M N 5 5 4 2 9 NE W H O R I Z O N A C A D E M Y 34 0 5 A N N A P O L I S L A N E N , P L Y M O U T H , M N 5 5 4 4 7 48776 David J. Knaeble LICENSE NO.DATE I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. 3/11/25 Civil Engineering ° Surveying ° Landscape Architecture 5000 Glenwood Avenue Golden Valley, MN 55422 civilsitegroup.com 612-615-0060 OW N E R C5.1 CIVIL DETAILS REVISION SUMMARY DATE DESCRIPTION PIPE BEDDING - PVC N T S "BC" DENOTES OUTSIDE DIAMETER OF PIPE COARSE FILTER AGG. (MNDOT SPEC. 3149H MODIFIED)MINIMUM 2D+BC+12" D VARIABLE PIPE FOUNDATION & BEDDING IN GOOD SOILS PIPE FOUNDATION & BEDDING IN GOOD SOILS MIN.=BC+12 BC BC "BC" DENOTES OUTSIDE DIAMETER OF PIPE COMPACTED BACKFILL GR A N U L A R B O R R O W (M N D O T S P E C . 3 1 4 9 A MO D I F I E D ) 6" 12 " COMPACTED BACKFILL BE D D I N G FOUNDATION 12 " 6" 4 BASES SHALL BE 8" STANDARD PRECAST WITH 2" LEAN GROUT, OR POURED 8" SLAB REINFORCED WITH 6" x 6" 10/10 MESH 16 " O . C . VARIABLE 27" 112" VA R I A B L E 18" MIN. STORM MANHOLE N T S DIMENSIONS FROM BACK OF CURB (BOC) TO CENTER OF PIPE: 4' DIA. MH - 9" IN FROM BOC 5' DIA. MH - 3" IN FROM BOC 6' DIA. MH - 3" BEHIND BOC 7' DIA. MH - 9" BEHIND BOC 8' DIA. MH - 15" BEHIND BOC COVER SHALL BE STAMPED "STORM SEWER" METAL SEWER CASTING - REFER TO STRUCTURE SCHEDULE FOR TYPE MIN. 2 AND MAX. 5 ADJUSTING RINGS. GROUT BETWEEN RINGS, CASTING, AND ALONG OUTSIDE. PRECAST CONCRETE CONE SECTION STEPS ON DOWNSTREAM SIDE GROUT SHELF AND CHANNELS 1 BASES SHALL BE 8" STANDARD PRECAST WITH 2" LEAN GROUT, OR POURED 8" SLAB REINFORCED WITH 6" x 6" 10/10 MESH 16 " O . C . VARIABLE 27" 112" VA R I A B L E 18" MIN. STORM CATCH BASIN W/ SUMP N T S DIMENSIONS FROM BACK OF CURB (BOC) TO CENTER OF PIPE: 4' DIA. MH - 9" IN FROM BOC 5' DIA. MH - 3" IN FROM BOC 6' DIA. MH - 3" BEHIND BOC 7' DIA. MH - 9" BEHIND BOC 8' DIA. MH - 15" BEHIND BOC COVER SHALL BE STAMPED "STORM SEWER" METAL SEWER CASTING - REFER TO STRUCTURE SCHEDULE FOR TYPE MIN. 2 AND MAX. 5 ADJUSTING RINGS. GROUT BETWEEN RINGS, CASTING, AND ALONG OUTSIDE. PRECAST CONCRETE CONE SECTION STEPS ON DOWNSTREAM SIDE 48 " S U M P CASTING SCHEDULE CATCH BASIN/MANHOLE/RISER GRATE TYPE (NEENAH)REMARKS 1 R-3067 STORM CURB INLET 11 R-1642 STORM MANHOLE NOTE: 1. CASTINGS SHALL BE NEENAH FOUNDRY CASTINGS OR APPROVED EQUIVALENT. 2. CASTINGS SHALL BE STAMPED WITH APPROPRIATE UTILITY NAME ("STORM SEWER", "SANITARY SEWER") CASTING SCHEDULE N T S3 INSTALL HOOD ON OUTLET PIPE 2 Page 105 of 228 COPYRIGHT CIVIL SITE GROUP INC.c PR O J E C T PRE L I M I N A R Y : NOT F O R CON S T R U C T I O N 2025 ISSUE/SUBMITTAL SUMMARY DATE DESCRIPTION 3/11/25 CITY SUBMITTAL PROJECT MANAGER DAVID KNAEBLE CONTACT NUMBER 763-234-7523 DRAWN BY BB REVIEWED BY DK PROJECT NUMBER 25020 NE W H O R I Z O N A C A D E M Y 71 0 0 B R O O K L Y N B L V D , B R O O K L Y N C E N T E R , M N 5 5 4 2 9 NE W H O R I Z O N A C A D E M Y 34 0 5 A N N A P O L I S L A N E N , P L Y M O U T H , M N 5 5 4 4 7 48776 David J. Knaeble LICENSE NO.DATE I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. 3/11/25 Civil Engineering ° Surveying ° Landscape Architecture 5000 Glenwood Avenue Golden Valley, MN 55422 civilsitegroup.com 612-615-0060 OW N E R C5.2 CIVIL DETAILS REVISION SUMMARY DATE DESCRIPTION Page 106 of 228 S89°42'00"W 230.72 S0 0 ° 1 8 ' 0 0 " E 16 4 . 9 8 N 3 6 ° 4 7 ' 3 0 " W 3 2 . 7 2 1 7 2 . 0 2 Δ = 0 ° 2 5 ' 5 1 " R = 2 2 8 7 6 . 3 2 351.96 N89°42'00"E 49 . 9 95.3 65 . 0 80.1 6. 9 3.1 7. 73.1 7. 0 2 Story Brick Sided Building Foundation Area = 6,127 +/- Sq. Ft. Existing Building Existing Building Bituminous Parking Lot Bituminous Parking Lot Bi t u m i n o u s P a r k i n g L o t B i t u m i n o u s P a t h B i t u m i n o u s P a t h ( A P u b l i c R / W ) B R O O K L Y N B O U L E V A R D ( C O U N T Y R O A D N O . 1 5 2 ) 12" P V C 6" PVC 12" PVC 33 " R C P 2 7 " R C P ( P e r R e c . ) 1 2 " R C P ( P e r R e c . ) 27" RCP (Per Rec.) 8 " W M ( P e r R e c . ) 8 " W M ( P e r R e c . ) 1 2 " R C P ( P e r R e c . ) 1 2 " R C P ( P e r R e c . ) 15" R C P (Per R e c . ) 6" WM (Per Rec.) 6" WM (Per Rec.) 6" W M ( P e r R e c . ) 5 Concrete Steps Co n c r e t e W a l k w a y Co n c r e t e W a l k w a y [A] Concrete Walkway Crosses Property Line A c c e s s Generator Water Service (Per Rec.) Chain Link Fence [B] Chain Link Fence Crosses Property Line [C] Chain Link Fence Crosses Property Line Ov e r h a n g Ov e r h a n g Concrete Retaining Wall Edge of Woods Edge of Wo o d s Edge of Woods Edge of Woods Edge of Ice Edge of Ice [9] Drainage and Utility Easement Per Plat [9] Drainage and Utility Easement Per Plat [9] Drainage and Utility Easement Per Plat [9] D r a i n a g e a n d U t i l i t y Eas e m e n t P e r P l a t [9] Drainage and Utility Easement Per Plat [9] Drainage and Utility Easement Per Plat [ 1 0 ] H i g h w a y E a s e m e n t P e r D o c . N o s . 7 2 9 1 1 2 4 & 8 6 6 0 1 2 7 [13] Vehicular Parking Easement Per Doc. No. 5268706 [14] Access Easement Per Doc. No. 11188033 Pond PID: 2711921320004 Address: Unassigned Owner: Brooklyn Ctr Meth Ch PID: 2711921320058 Address: 4513 71st Ave N Owner: Amy Yang PID: 2711921320059 Address: 4507 71st Ave N Owner: Gorpu Daniels/James Gbanjah PID: 2711921320060 Address: 4501 71st Ave N Owner: T Christensen/R Chistensen PID: 2711921320061 Address: 4419 71st Ave N Owner: W R Lindig & K S Lindig PID: 2711921320062 Address: 4413 71st Ave N Owner: James Campbell PID: 2711921330080-2711921330096 Address: Multiple Owner: Multiple PID: 2711921330097 Address: 7100 Brooklyn Blvd PID: 2711921330098 Address: Unassigned Owner: City of Brooklyn Center Found 1/2 Inch Open Iron Pipe Found Nail W/ Flagging Found 1/2 Inch Iron Pipe W/ Illegible Cap Found Rebar [ 9 ] D r a i n a g e a n d U t i l i t y E a s e m e n t P e r P l a t Overhang ( P l a t = 3 2 . 7 5 ) (Plat=230.80) ( P l a t = 1 7 1 . 9 7 ) 1 2 " R C P ( P e r R e c . ) 1 2 " R C P ( P e r R e c . ) N36° 2 6 ' 0 4 " W 13.5 6 1 3 2 . 1 3 Δ = 1 ° 0 9 ' 3 8 " R = 6 5 2 3 . 9 4 8" P V C Sanitary Service (Per Rec.) 326.15 28.20 202.52 REF FRZ 24 " 48 " 24 " 36" NO PA R K I N G CONSTRUCTION LIMITS CONSTRUCTION LIMITS CONSTRUCTION ENTRANCE PERIMETER EROSION CONTROL AT CONSTRUCTION LIMITS, TYP. CONTRACTOR TO PROVIDE INLET PROTECTION AT ALL DOWNSTREAM CATCH BASINS. PLACE EROSION CONTROL BLANKET ON ALL SLOPES 4:1 OR STEEPER, TYP. (MNDOT CATEGORY 3) INLET PROTECTION AT PROPOSED CATCH BASIN, TYP PERIMETER EROSION CONTROL AT CONSTRUCTION LIMITS, TYP. INSTALL MNDOT CLASS III RIP RAP AROUND LOW POINT COPYRIGHT CIVIL SITE GROUP INC.c PR O J E C T PRE L I M I N A R Y : NOT F O R CON S T R U C T I O N 2025 ISSUE/SUBMITTAL SUMMARY DATE DESCRIPTION 3/11/25 CITY SUBMITTAL PROJECT MANAGER DAVID KNAEBLE CONTACT NUMBER 763-234-7523 DRAWN BY BB REVIEWED BY DK PROJECT NUMBER 25020 NE W H O R I Z O N A C A D E M Y 71 0 0 B R O O K L Y N B L V D , B R O O K L Y N C E N T E R , M N 5 5 4 2 9 NE W H O R I Z O N A C A D E M Y 34 0 5 A N N A P O L I S L A N E N , P L Y M O U T H , M N 5 5 4 4 7 48776 David J. Knaeble LICENSE NO.DATE I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. 3/11/25 Civil Engineering ° Surveying ° Landscape Architecture 5000 Glenwood Avenue Golden Valley, MN 55422 civilsitegroup.com 612-615-0060 OW N E R SW1.1 SWPPP - PROPOSED CONDITIONS 1. RESERVED FOR CITY SPECIFIC EROSION CONTROL NOTES. CITY OF BROOKLYN CENTER EROSION CONTROL NOTES:SWPPP LEGEND: INLET PROTECTION STABILIZED CONSTRUCTION ENTRANCE DRAINAGE ARROW 1.0' CONTOUR ELEVATION INTERVAL SILT FENCE / BIOROLL - GRADING LIMIT EROSION CONTROL BLANKET 1137 REVISION SUMMARY DATE DESCRIPTION 1. ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. CONTACT "GOPHER STATE ONE CALL" (651-454-0002 OR 800-252-1166) FOR UTILITY LOCATIONS, 48 HOURS PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL REPAIR OR REPLACE ANY UTILITIES THAT ARE DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. 2. THIS PROJECT IS LESS THAN ONE ACRE AND WILL NOT REQUIRE AN MPCA NPDES PERMIT. CONTRACTOR IS RESPONSIBLE FOR OBTAINING ANY EROSION CONTROL PERMITS REQUIRED BY THE CITY. 3. SEE SHEETS SW1.0 - SW1.3 FOR ALL EROSION CONTROL NOTES, DESCRIPTIONS, AND PRACTICES. 4. SEE GRADING PLAN FOR ADDITIONAL GRADING AND EROSION CONTROL NOTES. 5. CONTRACTOR IS RESPONSIBLE FOR SWPPP IMPLEMENTATION, INSPECTIONS, MAINTENANCE AND COMPLIANCE WITH THE PERMIT. SWPPP NOTES: ALL SPECIFIED EROSION AND SEDIMENT CONTROL PRACTICES, AND MEASURES CONTAINED IN THIS SWPPP ARE THE MINIMUM REQUIREMENTS. ADDITIONAL PRACTICES MAY BE REQUIRED DURING THE COURSE OF CONSTRUCTION. EX. 1' CONTOUR ELEVATION INTERVAL1125 0 1" = 20'-0" 20'-0"10'-0" N Know what's below. before you dig.Call R Page 107 of 228 SW1.3 SWPPP - NARRATIVE OWNER INFORMATIONTRAINING SECTION 21 PARTY RESPONSIBLE FOR LONG TERM OPERATION AND MAINTENANCE OF PERMANENT STORM WATER MANAGEMENT SYSTEM PERMANENT STORMWATER MANAGEMENT IS NOT REQUIRED AS PART OF THIS PROJECT TO MEET NPDES PERMIT REQUIREMENTS. AREAS AND QUANTITIES: SWPPP CONTACT PERSON CONTRACTOR:SWPPP INSPECTOR TRAINING: ALL SWPPP INSPECTIONS MUST BE PERFORMED BY A PERSON THAT MEETS THE TRAINING REQUIREMENTS OF THE NPDES CONSTRUCTION SITE PERMIT. TRAINING CREDENTIALS SHALL BE PROVIDED BY THE CONTRACTOR AND KEPT ON SITE WITH THE SWPPP NOTE: QUANTITIES ARE FOR INFORMATIONAL PURPOSES ONLY. CONTRACTOR SHALL DETERMINE FOR THEMSELVES THE EXACT QUANTITIES FOR BIDDING AND CONSTRUCTION. SUPPLEMENTARY SITE SPECIFIC EROSION CONTROL NOTES: THESE NOTES SUPERCEDE ANY GENERAL SWPPP NOTES. SWPPP ATTACHMENTS (ONLY APPLICABLE IF SITE IS 1 ACRE OR GREATER): NA THE CONTRACTOR AND ALL SUBCONTRACTORS INVOLVED WITH A CONSTRUCTION ACTIVITY THAT DISTURBS SITE SOIL OR WHO IMPLEMENT A POLLUTANT CONTROL MEASURE IDENTIFIED IN THE STORM WATER POLLUTION PREVENTION PLAN (SWPPP) MUST COMPLY WITH THE REQUIREMENTS OF THE NATIONAL POLLUTION DISCHARGE ELIMINATION SYSTEM (NPDES) GENERAL PERMIT (DATED AUGUST 1, 2018 # MNR100001) AND ANY LOCAL GOVERNING AGENCY HAVING JURISDICTION CONCERNING EROSION AND SEDIMENTATION CONTROL. STORMWATER DISCHARGE DESIGN REQUIREMENTS SWPPP THE NATURE OF THIS PROJECT WILL BE CONSISTENT WITH WHAT IS REPRESENTED IN THIS SET OF CONSTRUCTION PLANS AND SPECIFICATIONS. SEE THE SWPPP PLAN SHEETS AND SWPPP NARRATIVE (ATTACHMENT A: CONSTRUCTION SWPPP TEMPLATE) FOR ADDITIONAL SITE SPECIFIC SWPPP INFORMATION. THE PLANS SHOW LOCATIONS AND TYPES OF ALL TEMPORARY AND PERMANENT EROSION PREVENTION AND SEDIMENT CONTROL BMP'S. STANDARD DETAILS ARE ATTACHED TO THIS SWPPP DOCUMENT. THE INTENDED SEQUENCING OF MAJOR CONSTRUCTION ACTIVITIES IS AS FOLLOWS: 1. INSTALL STABILIZED ROCK CONSTRUCTION ENTRANCE 2. INSTALLATION OF SILT FENCE AROUND SITE 3. INSTALL ORANGE CONSTRUCTION FENCING AROUND INFILTRATION AREAS 4. INSTALL INLET PROTECTION AT ALL ADJACENT AND DOWNSTREAM CATCH BASINS 5. CLEAR AND GRUB FOR TEMPORARY SEDIMENT BASIN / POND INSTALL 6. CONSTRUCT TEMPORARY SEDIMENT BASIN / POND (SECTION 14) 7. CLEAR AND GRUB REMAINDER OF SITE 8. STRIP AND STOCKPILE TOPSOIL 9. ROUGH GRADING OF SITE 10. STABILIZE DENUDED AREAS AND STOCKPILES 11. INSTALL SANITARY SEWER, WATER MAIN STORM SEWER AND SERVICES 12. INSTALL SILT FENCE / INLET PROTECTION AROUND CB'S 13. INSTALL STREET SECTION 14. INSTALL CURB AND GUTTER 15. BITUMINOUS ON STREETS 16. FINAL GRADE BOULEVARD, INSTALL SEED AND MULCH 17. REMOVE ACCUMULATED SEDIMENT FROM BASIN / POND 18. FINAL GRADE POND / INFILTRATION BASINS (DO NOT COMPACT SOILS IN INFILTRATION AREAS.) 19. WHEN ALL CONSTRUCTION ACTIVITY IS COMPLETE AND THE SITE IS STABILIZED BY EITHER SEED OR SOD/LANDSCAPING, REMOVE SILT FENCE AND RESEED ANY AREAS DISTURBED BY THE REMOVAL. RECORDS RETENTION: THE SWPPP (ORIGINAL OR COPIES) INCLUDING, ALL CHANGES TO IT, AND INSPECTIONS AND MAINTENANCE RECORDS MUST BE KEPT AT THE SITE DURING CONSTRUCTION BY THE PERMITTEE WHO HAS OPERATIONAL CONTROL OF THAT PORTION OF THE SITE. THE SWPPP CAN BE KEPT IN EITHER THE FIELD OFFICE OR IN AN ON SITE VEHICLE DURING NORMAL WORKING HOURS. ALL OWNER(S) MUST KEEP THE SWPPP, ALONG WITH THE FOLLOWING ADDITIONAL RECORDS, ON FILE FOR THREE (3) YEARS AFTER SUBMITTAL OF THE NOT AS OUTLINED IN SECTION 4. THIS DOES NOT INCLUDE ANY RECORDS AFTER SUBMITTAL OF THE NOT. 1. THE FINAL SWPPP; 2. ANY OTHER STORMWATER RELATED PERMITS REQUIRED FOR THE PROJECT; 3.RECORDS OF ALL INSPECTION AND MAINTENANCE CONDUCTED DURING CONSTRUCTION (SEE SECTION 11, INSPECTIONS AND MAINTENANCE); 4. ALL PERMANENT OPERATION AND MAINTENANCE AGREEMENTS THAT HAVE BEEN IMPLEMENTED, INCLUDING ALL RIGHT OF WAY, CONTRACTS, COVENANTS AND OTHER BINDING REQUIREMENTS REGARDING PERPETUAL MAINTENANCE; AND 5. ALL REQUIRED CALCULATIONS FOR DESIGN OF THE TEMPORARY AND PERMANENT STORMWATER MANAGEMENT SYSTEMS. SWPPP IMPLEMENTATION RESPONSIBILITIES: 1. THE OWNER AND CONTRACTOR ARE PERMITTEE(S) AS IDENTIFIED BY THE NPDES PERMIT. 2. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL ON-SITE IMPLEMENTATION OF THE SWPPP, INCLUDING THE ACTIVITIES OF ALL OF THE CONTRACTOR'S SUBCONTRACTORS. 3. CONTRACTOR SHALL PROVIDE A PERSON(S) KNOWLEDGEABLE AND EXPERIENCED IN THE APPLICATION OF EROSION PREVENTION AND SEDIMENT CONTROL BMPS TO OVERSEE ALL INSTALLATION AND MAINTENANCE OF BMPS AND IMPLEMENTATION OF THE SWPPP. 4.CONTRACTOR SHALL PROVIDE PERSON(S) MEETING THE TRAINING REQUIREMENTS OF THE NPDES PERMIT TO CONDUCT INSPECTION AND MAINTENANCE OF ALL EROSION PREVENTION AND SEDIMENT CONTROL BMPS IN ACCORDANCE WITH THE REQUIREMENTS OF THE PERMIT. ONE OF THESE INDIVIDUAL(S) MUST BE AVAILABLE FOR AN ONSITE INSPECTION WITHIN 72 HOURS UPON REQUEST BY MPCA. CONTRACTOR SHALL PROVIDE TRAINING DOCUMENTATION FOR THESE INDIVIDUAL(S) AS REQUIRED BY THE NPDES PERMIT. THIS TRAINING DOCUMENTATION SHALL BE RECORDED IN OR WITH THE SWPPP BEFORE THE START OF CONSTRUCTION OR AS SOON AS THE PERSONNEL FOR THE PROJECT HAVE BEEN DETERMINED. DOCUMENTATION SHALL INCLUDE: 4.1. NAMES OF THE PERSONNEL ASSOCIATED WITH THE PROJECT THAT ARE REQUIRED TO BE TRAINED PER SECTION 21 OF THE PERMIT. 4.2. DATES OF TRAINING AND NAME OF INSTRUCTOR AND ENTITY PROVIDING TRAINING. 4.3. CONTENT OF TRAINING COURSE OR WORKSHOP INCLUDING THE NUMBER OF HOURS OF TRAINING. 5.FOLLOWING FINAL STABILIZATION AND THE TERMINATION OF COVERAGE FOR THE NPDES PERMIT, THE OWNER IS EXPECTED TO FURNISH LONG TERM OPERATION AND MAINTENANCE (O & M) OF THE PERMANENT STORM WATER MANAGEMENT SYSTEM. CONSTRUCTION ACTIVITY REQUIREMENTS SWPPP AMENDMENTS (SECTION 6): 1. ONE OF THE INDIVIDUALS DESCRIBED IN ITEM 21.2.A OR ITEM 21.2.B OR ANOTHER QUALIFIED INDIVIDUAL MUST COMPLETE ALL SWPPP CHANGES. CHANGES INVOLVING THE USE OF A LESS STRINGENT BMP MUST INCLUDE A JUSTIFICATION DESCRIBING HOW THE REPLACEMENT BMP IS EFFECTIVE FOR THE SITE CHARACTERISTICS. 2.PERMITTEES MUST AMEND THE SWPPP TO INCLUDE ADDITIONAL OR MODIFIED BMPS AS NECESSARY TO CORRECT PROBLEMS IDENTIFIED OR ADDRESS SITUATIONS WHENEVER THERE IS A CHANGE IN DESIGN, CONSTRUCTION, OPERATION, MAINTENANCE, WEATHER OR SEASONAL CONDITIONS HAVING A SIGNIFICANT EFFECT ON THE DISCHARGE OF POLLUTANTS TO SURFACE WATERS OR GROUNDWATER. 3.PERMITTEES MUST AMEND THE SWPPP TO INCLUDE ADDITIONAL OR MODIFIED BMPS AS NECESSARY TO CORRECT PROBLEMS IDENTIFIED OR ADDRESS SITUATIONS WHENEVER INSPECTIONS OR INVESTIGATIONS BY THE SITE OWNER OR OPERATOR, USEPA OR MPCA OFFICIALS INDICATE THE SWPPP IS NOT EFFECTIVE IN ELIMINATING OR SIGNIFICANTLY MINIMIZING THE DISCHARGE OF POLLUTANTS TO SURFACE WATERS OR GROUNDWATER OR THE DISCHARGES ARE CAUSING WATER QUALITY STANDARD EXCEEDANCES (E.G., NUISANCE CONDITIONS AS DEFINED IN MINN. R. 7050.0210, SUBP. 2) OR THE SWPPP IS NOT CONSISTENT WITH THE OBJECTIVES OF A USEPA APPROVED TMDL. BMP SELECTION AND INSTALLATION (SECTION 7): 1. PERMITTEES MUST SELECT, INSTALL, AND MAINTAIN THE BMPS IDENTIFIED IN THE SWPPP AND IN THIS PERMIT IN AN APPROPRIATE AND FUNCTIONAL MANNER AND IN ACCORDANCE WITH RELEVANT MANUFACTURER SPECIFICATIONS AND ACCEPTED ENGINEERING PRACTICES. EROSION PREVENTION (SECTION 8): 1. BEFORE WORK BEGINS, PERMITTEES MUST DELINEATE THE LOCATION OF AREAS NOT TO BE DISTURBED. 2.PERMITTEES MUST MINIMIZE THE NEED FOR DISTURBANCE OF PORTIONS OF THE PROJECT WITH STEEP SLOPES. WHEN STEEP SLOPES MUST BE DISTURBED, PERMITTEES MUST USE TECHNIQUES SUCH AS PHASING AND STABILIZATION PRACTICES DESIGNED FOR STEEP SLOPES (E.G., SLOPE DRAINING AND TERRACING). 3.PERMITTEES MUST STABILIZE ALL EXPOSED SOIL AREAS, INCLUDING STOCKPILES. STABILIZATION MUST BE INITIATED IMMEDIATELY TO LIMIT SOIL EROSION WHEN CONSTRUCTION ACTIVITY HAS PERMANENTLY OR TEMPORARILY CEASED ON ANY PORTION OF THE SITE AND WILL NOT RESUME FOR A PERIOD EXCEEDING 14 CALENDAR DAYS. STABILIZATION MUST BE COMPLETED NO LATER THAN 14 CALENDAR DAYS AFTER THE CONSTRUCTION ACTIVITY HAS CEASED. STABILIZATION IS NOT REQUIRED ON CONSTRUCTED BASE COMPONENTS OF ROADS, PARKING LOTS AND SIMILAR SURFACES. STABILIZATION IS NOT REQUIRED ON TEMPORARY STOCKPILES WITHOUT SIGNIFICANT SILT, CLAY OR ORGANIC COMPONENTS (E.G., CLEAN AGGREGATE STOCKPILES, DEMOLITION CONCRETE STOCKPILES, SAND STOCKPILES) BUT PERMITTEES MUST PROVIDE SEDIMENT CONTROLS AT THE BASE OF THE STOCKPILE. 4.FOR PUBLIC WATERS THAT THE MINNESOTA DNR HAS PROMULGATED "WORK IN WATER RESTRICTIONS" DURING SPECIFIED FISH SPAWNING TIME FRAMES, PERMITTEES MUST COMPLETE STABILIZATION OF ALL EXPOSED SOIL AREAS WITHIN 200 FEET OF THE WATER'S EDGE, AND THAT DRAIN TO THESE WATERS, WITHIN 24 HOURS DURING THE RESTRICTION PERIOD. 5.PERMITTEES MUST STABILIZE THE NORMAL WETTED PERIMETER OF THE LAST 200 LINEAR FEET OF TEMPORARY OR PERMANENT DRAINAGE DITCHES OR SWALES THAT DRAIN WATER FROM THE SITE WITHIN 24 HOURS AFTER CONNECTING TO A SURFACE WATER OR PROPERTY EDGE. PERMITTEES MUST COMPLETE STABILIZATION OF REMAINING PORTIONS OF TEMPORARY OR PERMANENT DITCHES OR SWALES WITHIN 14 CALENDAR DAYS AFTER CONNECTING TO A SURFACE WATER OR PROPERTY EDGE AND CONSTRUCTION IN THAT PORTION OF THE DITCH TEMPORARILY OR PERMANENTLY CEASES. 6. TEMPORARY OR PERMANENT DITCHES OR SWALES BEING USED AS A SEDIMENT CONTAINMENT SYSTEM DURING CONSTRUCTION (WITH PROPERLY DESIGNED ROCK-DITCH CHECKS, BIO ROLLS, SILT DIKES, ETC.) DO NOT NEED TO BE STABILIZED. PERMITTEES MUST STABILIZE THESE AREAS WITHIN 24 HOURS AFTER THEIR USE AS A SEDIMENT CONTAINMENT SYSTEM CEASES 7. PERMITTEES MUST NOT USE MULCH, HYDROMULCH, TACKIFIER, POLYACRYLAMIDE OR SIMILAR EROSION PREVENTION PRACTICES WITHIN ANY PORTION OF THE NORMAL WETTED PERIMETER OF A TEMPORARY OR PERMANENT DRAINAGE DITCH OR SWALE SECTION WITH A CONTINUOUS SLOPE OF GREATER THAN 2 PERCENT. 8.PERMITTEES MUST PROVIDE TEMPORARY OR PERMANENT ENERGY DISSIPATION AT ALL PIPE OUTLETS WITHIN 24 HOURS AFTER CONNECTION TO A SURFACE WATER OR PERMANENT STORMWATER TREATMENT SYSTEM. 9. PERMITTEES MUST NOT DISTURB MORE LAND (I.E., PHASING) THAN CAN BE EFFECTIVELY INSPECTED AND MAINTAINED IN ACCORDANCE WITH SECTION 11. SEDIMENT CONTROL (SECTION 9): 1. PERMITTEES MUST ESTABLISH SEDIMENT CONTROL BMPS ON ALL DOWNGRADIENT PERIMETERS OF THE SITE AND DOWNGRADIENT AREAS OF THE SITE THAT DRAIN TO ANY SURFACE WATER, INCLUDING CURB AND GUTTER SYSTEMS. PERMITTEES MUST LOCATE SEDIMENT CONTROL PRACTICES UPGRADIENT OF ANY BUFFER ZONES. PERMITTEES MUST INSTALL SEDIMENT CONTROL PRACTICES BEFORE ANY UPGRADIENT LAND-DISTURBING ACTIVITIES BEGIN AND MUST KEEP THE SEDIMENT CONTROL PRACTICES IN PLACE UNTIL THEY ESTABLISH PERMANENT COVER. 2.IF DOWNGRADIENT SEDIMENT CONTROLS ARE OVERLOADED, BASED ON FREQUENT FAILURE OR EXCESSIVE MAINTENANCE REQUIREMENTS, PERMITTEES MUST INSTALL ADDITIONAL UPGRADIENT SEDIMENT CONTROL PRACTICES OR REDUNDANT BMPS TO ELIMINATE THE OVERLOADING AND AMEND THE SWPPP TO IDENTIFY THESE ADDITIONAL PRACTICES AS REQUIRED IN ITEM 6.3. 3. TEMPORARY OR PERMANENT DRAINAGE DITCHES AND SEDIMENT BASINS DESIGNED AS PART OF A SEDIMENT CONTAINMENT SYSTEM (E.G., DITCHES WITH ROCK-CHECK DAMS) REQUIRE SEDIMENT CONTROL PRACTICES ONLY AS APPROPRIATE FOR SITE CONDITIONS. 4. A FLOATING SILT CURTAIN PLACED IN THE WATER IS NOT A SEDIMENT CONTROL BMP TO SATISFY ITEM 9.2 EXCEPT WHEN WORKING ON A SHORELINE OR BELOW THE WATERLINE. IMMEDIATELY AFTER THE SHORT TERM CONSTRUCTION ACTIVITY (E.G., INSTALLATION OF RIP RAP ALONG THE SHORELINE) IN THAT AREA IS COMPLETE, PERMITTEES MUST INSTALL AN UPLAND PERIMETER CONTROL PRACTICE IF EXPOSED SOILS STILL DRAIN TO A SURFACE WATER. 5. PERMITTEES MUST RE-INSTALL ALL SEDIMENT CONTROL PRACTICES ADJUSTED OR REMOVED TO ACCOMMODATE SHORT-TERM ACTIVITIES SUCH AS CLEARING OR GRUBBING, OR PASSAGE OF VEHICLES, IMMEDIATELY AFTER THE SHORT-TERM ACTIVITY IS COMPLETED. PERMITTEES MUST RE-INSTALL SEDIMENT CONTROL PRACTICES BEFORE THE NEXT PRECIPITATION EVENT EVEN IF THE SHORT-TERM ACTIVITY IS NOT COMPLETE. 6.PERMITTEES MUST PROTECT ALL STORM DRAIN INLETS USING APPROPRIATE BMPS DURING CONSTRUCTION UNTIL THEY ESTABLISH PERMANENT COVER ON ALL AREAS WITH POTENTIAL FOR DISCHARGING TO THE INLET. 7. PERMITTEES MAY REMOVE INLET PROTECTION FOR A PARTICULAR INLET IF A SPECIFIC SAFETY CONCERN (E.G. STREET FLOODING/FREEZING) IS IDENTIFIED BY THE PERMITTEES OR THE JURISDICTIONAL AUTHORITY (E.G., CITY/COUNTY/TOWNSHIP/MINNESOTA DEPARTMENT OF TRANSPORTATION ENGINEER). PERMITTEES MUST DOCUMENT THE NEED FOR REMOVAL IN THE SWPPP. 8. PERMITTEES MUST PROVIDE SILT FENCE OR OTHER EFFECTIVE SEDIMENT CONTROLS AT THE BASE OF STOCKPILES ON THE DOWNGRADIENT PERIMETER. 9. PERMITTEES MUST LOCATE STOCKPILES OUTSIDE OF NATURAL BUFFERS OR SURFACE WATERS, INCLUDING STORMWATER CONVEYANCES SUCH AS CURB AND GUTTER SYSTEMS UNLESS THERE IS A BYPASS IN PLACE FOR THE STORMWATER. 10. PERMITTEES MUST INSTALL A VEHICLE TRACKING BMP TO MINIMIZE THE TRACK OUT OF SEDIMENT FROM THE CONSTRUCTION SITE OR ONTO PAVED ROADS WITHIN THE SITE. 11. PERMITTEES MUST USE STREET SWEEPING IF VEHICLE TRACKING BMPS ARE NOT ADEQUATE TO PREVENT SEDIMENT TRACKING ONTO THE STREET. 12. PERMITTEES MUST INSTALL TEMPORARY SEDIMENT BASINS AS REQUIRED IN SECTION 14. 13. IN ANY AREAS OF THE SITE WHERE FINAL VEGETATIVE STABILIZATION WILL OCCUR, PERMITTEES MUST RESTRICT VEHICLE AND EQUIPMENT USE TO MINIMIZE SOIL COMPACTION. 14. PERMITTEES MUST PRESERVE TOPSOIL ON THE SITE, UNLESS INFEASIBLE. 15. PERMITTEES MUST DIRECT DISCHARGES FROM BMPS TO VEGETATED AREAS UNLESS INFEASIBLE. 16. PERMITTEES MUST PRESERVE A 50 FOOT NATURAL BUFFER OR, IF A BUFFER IS INFEASIBLE ON THE SITE, PROVIDE REDUNDANT (DOUBLE) PERIMETER SEDIMENT CONTROLS WHEN A SURFACE WATER IS LOCATED WITHIN 50 FEET OF THE PROJECT'S EARTH DISTURBANCES AND STORMWATER FLOWS TO THE SURFACE WATER. PERMITTEES MUST INSTALL PERIMETER SEDIMENT CONTROLS AT LEAST 5 FEET APART UNLESS LIMITED BY LACK OF AVAILABLE SPACE. NATURAL BUFFERS ARE NOT REQUIRED ADJACENT TO ROAD DITCHES, JUDICIAL DITCHES, COUNTY DITCHES, STORMWATER CONVEYANCE CHANNELS, STORM DRAIN INLETS, AND SEDIMENT BASINS. IF PRESERVING THE BUFFER IS INFEASIBLE, PERMITTEES MUST DOCUMENT THE REASONS IN THE SWPPP. SHEET PILING IS A REDUNDANT PERIMETER CONTROL IF INSTALLED IN A MANNER THAT RETAINS ALL STORMWATER. 17. PERMITTEES MUST USE POLYMERS, FLOCCULANTS, OR OTHER SEDIMENTATION TREATMENT CHEMICALS IN ACCORDANCE WITH ACCEPTED ENGINEERING PRACTICES, DOSING SPECIFICATIONS AND SEDIMENT REMOVAL DESIGN SPECIFICATIONS PROVIDED BY THE MANUFACTURER OR SUPPLIER. THE PERMITTEES MUST USE CONVENTIONAL EROSION AND SEDIMENT CONTROLS PRIOR TO CHEMICAL ADDITION AND MUST DIRECT TREATED STORMWATER TO A SEDIMENT CONTROL SYSTEM FOR FILTRATION OR SETTLEMENT OF THE FLOC PRIOR TO DISCHARGE. DEWATERING AND BASIN DRAINING (SECTION 10): 1. PERMITTEES MUST DISCHARGE TURBID OR SEDIMENT-LADEN WATERS RELATED TO DEWATERING OR BASIN DRAINING (E.G., PUMPED DISCHARGES, TRENCH/DITCH CUTS FOR DRAINAGE) TO A TEMPORARY OR PERMANENT SEDIMENT BASIN ON THE PROJECT SITE UNLESS INFEASIBLE. PERMITTEES MAY DEWATER TO SURFACE WATERS IF THEY VISUALLY CHECK TO ENSURE ADEQUATE TREATMENT HAS BEEN OBTAINED AND NUISANCE CONDITIONS (SEE MINN. R. 7050.0210, SUBP. 2) WILL NOT RESULT FROM THE DISCHARGE. IF PERMITTEES CANNOT DISCHARGE THE WATER TO A SEDIMENTATION BASIN PRIOR TO ENTERING A SURFACE WATER, PERMITTEES MUST TREAT IT WITH APPROPRIATE BMPS SUCH THAT THE DISCHARGE DOES NOT ADVERSELY AFFECT THE SURFACE WATER OR DOWNSTREAM PROPERTIES. 2.IF PERMITTEES MUST DISCHARGE WATER CONTAINING OIL OR GREASE, THEY MUST USE AN OIL-WATER SEPARATOR OR SUITABLE FILTRATION DEVICE (E.G., CARTRIDGE FILTERS, ABSORBENTS PADS) PRIOR TO DISCHARGE. 3. PERMITTEES MUST DISCHARGE ALL WATER FROM DEWATERING OR BASIN-DRAINING ACTIVITIES IN A MANNER THAT DOES NOT CAUSE EROSION OR SCOUR IN THE IMMEDIATE VICINITY OF DISCHARGE POINTS OR INUNDATION OF WETLANDS IN THE IMMEDIATE VICINITY OF DISCHARGE POINTS THAT CAUSES SIGNIFICANT ADVERSE IMPACT TO THE WETLAND. 4.IF PERMITTEES USE FILTERS WITH BACKWASH WATER, THEY MUST HAUL THE BACKWASH WATER AWAY FOR DISPOSAL, RETURN THE BACKWASH WATER TO THE BEGINNING OF THE TREATMENT PROCESS, OR INCORPORATE THE BACKWASH WATER INTO THE SITE IN A MANNER THAT DOES NOT CAUSE EROSION. INSPECTIONS AND MAINTENANCE (SECTION 11): 1. PERMITTEES MUST ENSURE A TRAINED PERSON, AS IDENTIFIED IN ITEM 21.2.B, WILL INSPECT THE ENTIRE CONSTRUCTION SITE AT LEAST ONCE EVERY SEVEN (7) DAYS DURING ACTIVE CONSTRUCTION AND WITHIN 24 HOURS AFTER A RAINFALL EVENT GREATER THAN 1/2 INCH IN 24 HOURS. 2.PERMITTEES MUST INSPECT AND MAINTAIN ALL PERMANENT STORMWATER TREATMENT BMPS. 3. PERMITTEES MUST INSPECT ALL EROSION PREVENTION AND SEDIMENT CONTROL BMPS AND POLLUTION PREVENTION MANAGEMENT MEASURES TO ENSURE INTEGRITY AND EFFECTIVENESS. PERMITTEES MUST REPAIR, REPLACE OR SUPPLEMENT ALL NONFUNCTIONAL BMPS WITH FUNCTIONAL BMPS BY THE END OF THE NEXT BUSINESS DAY AFTER DISCOVERY UNLESS ANOTHER TIME FRAME IS SPECIFIED IN ITEM 11.5 OR 11.6. PERMITTEES MAY TAKE ADDITIONAL TIME IF FIELD CONDITIONS PREVENT ACCESS TO THE AREA. 4.DURING EACH INSPECTION, PERMITTEES MUST INSPECT SURFACE WATERS, INCLUDING DRAINAGE DITCHES AND CONVEYANCE SYSTEMS BUT NOT CURB AND GUTTER SYSTEMS, FOR EVIDENCE OF EROSION AND SEDIMENT DEPOSITION. PERMITTEES MUST REMOVE ALL DELTAS AND SEDIMENT DEPOSITED IN SURFACE WATERS, INCLUDING DRAINAGE WAYS, CATCH BASINS, AND OTHER DRAINAGE SYSTEMS AND RESTABILIZE THE AREAS WHERE SEDIMENT REMOVAL RESULTS IN EXPOSED SOIL. PERMITTEES MUST COMPLETE REMOVAL AND STABILIZATION WITHIN SEVEN (7) CALENDAR DAYS OF DISCOVERY UNLESS PRECLUDED BY LEGAL, REGULATORY, OR PHYSICAL ACCESS CONSTRAINTS. PERMITTEES MUST USE ALL REASONABLE EFFORTS TO OBTAIN ACCESS. IF PRECLUDED, REMOVAL AND STABILIZATION MUST TAKE PLACE WITHIN SEVEN (7) DAYS OF OBTAINING ACCESS. PERMITTEES ARE RESPONSIBLE FOR CONTACTING ALL LOCAL, REGIONAL, STATE AND FEDERAL AUTHORITIES AND RECEIVING ANY APPLICABLE PERMITS, PRIOR TO CONDUCTING ANY WORK IN SURFACE WATERS. 5. PERMITTEES MUST INSPECT CONSTRUCTION SITE VEHICLE EXIT LOCATIONS, STREETS AND CURB AND GUTTER SYSTEMS WITHIN AND ADJACENT TO THE PROJECT FOR SEDIMENTATION FROM EROSION OR TRACKED SEDIMENT FROM VEHICLES. PERMITTEES MUST REMOVE SEDIMENT FROM ALL PAVED SURFACES WITHIN ONE (1) CALENDAR DAY OF DISCOVERY OR, IF APPLICABLE, WITHIN A SHORTER TIME TO AVOID A SAFETY HAZARD TO USERS OF PUBLIC STREETS. 6.PERMITTEES MUST REPAIR, REPLACE OR SUPPLEMENT ALL PERIMETER CONTROL DEVICES WHEN THEY BECOME NONFUNCTIONAL OR THE SEDIMENT REACHES 1/2 OF THE HEIGHT OF THE DEVICE. 7. PERMITTEES MUST DRAIN TEMPORARY AND PERMANENT SEDIMENTATION BASINS AND REMOVE THE SEDIMENT WHEN THE DEPTH OF SEDIMENT COLLECTED IN THE BASIN REACHES 1/2 THE STORAGE VOLUME. 8. PERMITTEES MUST ENSURE THAT AT LEAST ONE INDIVIDUAL PRESENT ON THE SITE (OR AVAILABLE TO THE PROJECT SITE IN THREE (3) CALENDAR DAYS) IS TRAINED IN THE JOB DUTIES DESCRIBED IN ITEM 21.2.B. 9. PERMITTEES MAY ADJUST THE INSPECTION SCHEDULE DESCRIBED IN ITEM 11.2 AS FOLLOWS: a. INSPECTIONS OF AREAS WITH PERMANENT COVER CAN BE REDUCED TO ONCE PER MONTH, EVEN IF CONSTRUCTION ACTIVITY CONTINUES ON OTHER PORTIONS OF THE SITE; OR b. WHERE SITES HAVE PERMANENT COVER ON ALL EXPOSED SOIL AND NO CONSTRUCTION ACTIVITY IS OCCURRING ANYWHERE ON THE SITE, INSPECTIONS CAN BE REDUCED TO ONCE PER MONTH AND, AFTER 12 MONTHS, MAY BE SUSPENDED COMPLETELY UNTIL CONSTRUCTION ACTIVITY RESUMES. THE MPCA MAY REQUIRE INSPECTIONS TO RESUME IF CONDITIONS WARRANT; OR c. WHERE CONSTRUCTION ACTIVITY HAS BEEN SUSPENDED DUE TO FROZEN GROUND CONDITIONS, INSPECTIONS MAY BE SUSPENDED. INSPECTIONS MUST RESUME WITHIN 24 HOURS OF RUNOFF OCCURRING, OR UPON RESUMING CONSTRUCTION, WHICHEVER COMES FIRST. 10. PERMITTEES MUST RECORD ALL INSPECTIONS AND MAINTENANCE ACTIVITIES WITHIN 24 HOURS OF BEING CONDUCTED AND THESE RECORDS MUST BE RETAINED WITH THE SWPPP. THESE RECORDS MUST INCLUDE: a.DATE AND TIME OF INSPECTIONS; AND b. NAME OF PERSONS CONDUCTING INSPECTIONS; AND c. ACCURATE FINDINGS OF INSPECTIONS, INCLUDING THE SPECIFIC LOCATION WHERE CORRECTIVE ACTIONS ARE NEEDED; AND d. CORRECTIVE ACTIONS TAKEN (INCLUDING DATES, TIMES, AND PARTY COMPLETING MAINTENANCE ACTIVITIES); AND e. DATE OF ALL RAINFALL EVENTS GREATER THAN 1/2 INCHES IN 24 HOURS, AND THE AMOUNT OF RAINFALL FOR EACH EVENT. PERMITTEES MUST OBTAIN RAINFALL AMOUNTS BY EITHER A PROPERLY MAINTAINED RAIN GAUGE INSTALLED ONSITE, A WEATHER STATION THAT IS WITHIN ONE (1) MILE OF YOUR LOCATION, OR A WEATHER REPORTING SYSTEM THAT PROVIDES SITE SPECIFIC RAINFALL DATA FROM RADAR SUMMARIES; AND f. IF PERMITTEES OBSERVE A DISCHARGE DURING THE INSPECTION, THEY MUST RECORD AND SHOULD PHOTOGRAPH AND DESCRIBE THE LOCATION OF THE DISCHARGE (I.E., COLOR, ODOR, SETTLED OR SUSPENDED SOLIDS, OIL SHEEN, AND OTHER OBVIOUS INDICATORS OF POLLUTANTS); AND g. ANY AMENDMENTS TO THE SWPPP PROPOSED AS A RESULT OF THE INSPECTION MUST BE DOCUMENTED AS REQUIRED IN SECTION 6 WITHIN SEVEN (7) CALENDAR DAYS. POLLUTION PREVENTION MANAGEMENT (SECTION 12): 1. PERMITTEES MUST PLACE BUILDING PRODUCTS AND LANDSCAPE MATERIALS UNDER COVER (E.G., PLASTIC SHEETING OR TEMPORARY ROOFS) OR PROTECT THEM BY SIMILARLY EFFECTIVE MEANS DESIGNED TO MINIMIZE CONTACT WITH STORMWATER. PERMITTEES ARE NOT REQUIRED TO COVER OR PROTECT PRODUCTS WHICH ARE EITHER NOT A SOURCE OF CONTAMINATION TO STORMWATER OR ARE DESIGNED TO BE EXPOSED TO STORMWATER. 2.PERMITTEES MUST PLACE PESTICIDES, FERTILIZERS AND TREATMENT CHEMICALS UNDER COVER (E.G., PLASTIC SHEETING OR TEMPORARY ROOFS) OR PROTECT THEM BY SIMILARLY EFFECTIVE MEANS DESIGNED TO MINIMIZE CONTACT WITH STORMWATER. 3.PERMITTEES MUST STORE HAZARDOUS MATERIALS AND TOXIC WASTE, (INCLUDING OIL, DIESEL FUEL, GASOLINE, HYDRAULIC FLUIDS, PAINT SOLVENTS, PETROLEUM-BASED PRODUCTS, WOOD PRESERVATIVES, ADDITIVES, CURING COMPOUNDS, AND ACIDS) IN SEALED CONTAINERS TO PREVENT SPILLS, LEAKS OR OTHER DISCHARGE. STORAGE AND DISPOSAL OF HAZARDOUS WASTE MATERIALS MUST BE IN COMPLIANCE WITH MINN. R. CH. 7045 INCLUDING SECONDARY CONTAINMENT AS APPLICABLE. 4.PERMITTEES MUST PROPERLY STORE, COLLECT AND DISPOSE SOLID WASTE IN COMPLIANCE WITH MINN. R. CH. 7035. 5.PERMITTEES MUST POSITION PORTABLE TOILETS SO THEY ARE SECURE AND WILL NOT TIP OR BE KNOCKED OVER. PERMITTEES MUST PROPERLY DISPOSE SANITARY WASTE IN ACCORDANCE WITH MINN. R. CH. 7041. 6.PERMITTEES MUST TAKE REASONABLE STEPS TO PREVENT THE DISCHARGE OF SPILLED OR LEAKED CHEMICALS, INCLUDING FUEL, FROM ANY AREA WHERE CHEMICALS OR FUEL WILL BE LOADED OR UNLOADED INCLUDING THE USE OF DRIP PANS OR ABSORBENTS UNLESS INFEASIBLE. PERMITTEES MUST ENSURE ADEQUATE SUPPLIES ARE AVAILABLE AT ALL TIMES TO CLEAN UP DISCHARGED MATERIALS AND THAT AN APPROPRIATE DISPOSAL METHOD IS AVAILABLE FOR RECOVERED SPILLED MATERIALS. PERMITTEES MUST REPORT AND CLEAN UP SPILLS IMMEDIATELY AS REQUIRED BY MINN. STAT. 115.061, USING DRY CLEAN UP MEASURES WHERE POSSIBLE. 7.PERMITTEES MUST LIMIT VEHICLE EXTERIOR WASHING AND EQUIPMENT TO A DEFINED AREA OF THE SITE. PERMITTEES MUST CONTAIN RUNOFF FROM THE WASHING AREA IN A SEDIMENT BASIN OR OTHER SIMILARLY EFFECTIVE CONTROLS AND MUST DISPOSE WASTE FROM THE WASHING ACTIVITY PROPERLY. PERMITTEES MUST PROPERLY USE AND STORE SOAPS, DETERGENTS, OR SOLVENTS. 8.PERMITTEES MUST PROVIDE EFFECTIVE CONTAINMENT FOR ALL LIQUID AND SOLID WASTES GENERATED BY WASHOUT OPERATIONS (E.G., CONCRETE, STUCCO, PAINT, FORM RELEASE OILS, CURING COMPOUNDS AND OTHER CONSTRUCTION MATERIALS) RELATED TO THE CONSTRUCTION ACTIVITY. PERMITTEES MUST PREVENT LIQUID AND SOLID WASHOUT WASTES FROM CONTACTING THE GROUND AND MUST DESIGN THE CONTAINMENT SO IT DOES NOT RESULT IN RUNOFF FROM THE WASHOUT OPERATIONS OR AREAS. PERMITTEES MUST PROPERLY DISPOSE LIQUID AND SOLID WASTES IN COMPLIANCE WITH MPCA RULES. PERMITTEES MUST INSTALL A SIGN INDICATING THE LOCATION OF THE WASHOUT FACILITY. PERMIT TERMINATION (SECTION 4 AND SECTION 13): 1. PERMITTEES MUST SUBMIT A NOT WITHIN 30 DAYS AFTER ALL TERMINATION CONDITIONS LISTED IN SECTION 13 ARE COMPLETE. 2.PERMITTEES MUST SUBMIT A NOT WITHIN 30 DAYS AFTER SELLING OR OTHERWISE LEGALLY TRANSFERRING THE ENTIRE SITE, INCLUDING PERMIT RESPONSIBILITY FOR ROADS (E.G., STREET SWEEPING) AND STORMWATER INFRASTRUCTURE FINAL CLEAN OUT, OR TRANSFERRING PORTIONS OF A SITE TO ANOTHER PARTY. THE PERMITTEES' COVERAGE UNDER THIS PERMIT TERMINATES AT MIDNIGHT ON THE SUBMISSION DATE OF THE NOT. 3.PERMITTEES MUST COMPLETE ALL CONSTRUCTION ACTIVITY AND MUST INSTALL PERMANENT COVER OVER ALL AREAS PRIOR TO SUBMITTING THE NOT. VEGETATIVE COVER MUST CONSIST OF A UNIFORM PERENNIAL VEGETATION WITH A DENSITY OF 70 PERCENT OF ITS EXPECTED FINAL GROWTH. VEGETATION IS NOT REQUIRED WHERE THE FUNCTION OF A SPECIFIC AREA DICTATES NO VEGETATION, SUCH AS IMPERVIOUS SURFACES OR THE BASE OF A SAND FILTER. 4.PERMITTEES MUST CLEAN THE PERMANENT STORMWATER TREATMENT SYSTEM OF ANY ACCUMULATED SEDIMENT AND MUST ENSURE THE SYSTEM MEETS ALL APPLICABLE REQUIREMENTS IN SECTION 15 THROUGH 19 AND IS OPERATING AS DESIGNED. 5.PERMITTEES MUST REMOVE ALL SEDIMENT FROM CONVEYANCE SYSTEMS PRIOR TO SUBMITTING THE NOT. 6.PERMITTEES MUST REMOVE ALL TEMPORARY SYNTHETIC EROSION PREVENTION AND SEDIMENT CONTROL BMPS PRIOR TO SUBMITTING THE NOT. PERMITTEES MAY LEAVE BMPS DESIGNED TO DECOMPOSE ON-SITE IN PLACE. 7.FOR RESIDENTIAL CONSTRUCTION ONLY, PERMIT COVERAGE TERMINATES ON INDIVIDUAL LOTS IF THE STRUCTURES ARE FINISHED AND TEMPORARY EROSION PREVENTION AND DOWNGRADIENT PERIMETER CONTROL IS COMPLETE, THE RESIDENCE SELLS TO THE HOMEOWNER, AND THE PERMITTEE DISTRIBUTES THE MPCA'S "HOMEOWNER FACT SHEET" TO THE HOMEOWNER. 8.FOR CONSTRUCTION PROJECTS ON AGRICULTURAL LAND (E.G., PIPELINES ACROSS CROPLAND), PERMITTEES MUST RETURN THE DISTURBED LAND TO ITS PRECONSTRUCTION AGRICULTURAL USE PRIOR TO SUBMITTING THE NOT. SEED NOTES: ALL SEED MIXES AND APPLICATION SHALL BE IN ACCORDANCE WITH THE MNDOT SEEDING MANUAL. GENERAL RECOMMENDATIONS: THE CONTRACTOR IS RESPONSIBLE TO SALVAGE AND PRESERVE EXISTING TOPSOIL NECESSARY FOR FINAL STABILIZATION AND TO ALSO MINIMIZE COMPACTION IN ALL LANDSCAPE AREAS. IMMEDIATELY BEFORE SEEDING THE SOIL SHALL BE TILLED TO A MINIMUM DEPTH OF 3 INCHES. TEMPORARY EROSION CONTROL SEEDING, MULCHING & BLANKET. SEED ·TEMPORARY SEED SHALL BE MNDOT SEED MIX 21-112 (WINTER WHEAT COVER CROP) FOR WINTER AND 21-111 (OATS COVER CROP) FOR SPRING/SUMMER APPLICATIONS. BOTH SEED MIXES SHALL BE APPLIED AT A SEEDING RATE OF 100 LBS/ACRE. MULCH ·IMMEDIATELY AFTER SEEDING, WITHIN 24 HOURS, MNDOT TYPE 1 MULCH SHOULD BE APPLIED TO PROTECT AND ENHANCE SEED GERMINATION. MULCH SHALL BE APPLIED AT 90% COVERAGE (2 TONS PER ACRE OF STRAW MULCH) SLOPES ·3:1 (HORIZ/VERT.) OR FLATTER MUCH SHALL BE COVERED WITH MULCH ·SLOPES STEEPER THAN 3:1 OR DITCH BOTTOMS SHALL BE COVERED WITH EROSION CONTROL BLANKET. ·SEE PLAN FOR MORE DETAILED DITCH AND STEEP SLOPE EROSION CONTROL TREATMENTS. REVISION SUMMARY DATE DESCRIPTION NEW HORIZON ACADEMY 3405 ANNAPOLIS N, SUITE 100 PLYMOUTH, MN 55447 HEIDI PROSS 763-383-6216 HPROSS@NHACADEMY.NET PROJECT NARRATIVE: PROJECT IS A REDEVELOPMENT OF AN EXISTING BUILDING INTO A DAYCARE. SITE, GRADING, UTILITY AND LANDSCAPE IMPROVEMENTS WILL OCCUR. INFILTRATION NARRATIVE: INFILTRATION IS NOT PROVIDED AS PART OF THIS PROJECT BECAUSE PERMANENT STORM WATER MANAGEMENT IS NOT REQUIRED. SOIL CONTAMINATION NARRATIVE: SOILS ONSITE HAVE NOT BEEN IDENTIFIED AS CONTAMINATED. SPECIAL TMDL BMP REQUIREMENTS SITE SPECIFIC (IF REQUIRED): SPECIAL TMDL BMP REQUIREMENTS ARE NOT REQUIRED BECAUSE AN NPDES PERMIT IS NOT REQUIRED. PERMANENT STABILIZATION NOTES SITE SPECIFIC: PERMANENT SEED MIX ·FOR THIS PROJECT ALL AREAS THAT ARE NOT TO BE SODDED OR LANDSCAPED SHALL RECEIVE A NATIVE PERMANENT SEED MIX. ··AREAS IN BUFFERS AND ADJACENT TO OR IN WET AREAS MNDOT SEED MIX 33-261 (STORMWATER SOUTH AND WEST) AT 35 LBS PER ACRE. ··DRY AREAS MNDOT SEED MIX 35-221 (DRY PRAIRIE GENERAL) AT 40 LBS PER ACRE. ·MAINTENANCE SHALL BE IN ACCORDANCE TO THE MNDOT SEEDING MANUAL. THIS PROJECT IS LESS THAN 1.0 ACRES SO AN NPDES PERMIT IS NOT REQUIRED AND DOES NOT NEED TO BE SUBMITTED TO THE MPCA. COPYRIGHT CIVIL SITE GROUP INC.c PR O J E C T PRE L I M I N A R Y : NOT F O R CON S T R U C T I O N 2025 ISSUE/SUBMITTAL SUMMARY DATE DESCRIPTION 3/11/25 CITY SUBMITTAL PROJECT MANAGER DAVID KNAEBLE CONTACT NUMBER 763-234-7523 DRAWN BY BB REVIEWED BY DK PROJECT NUMBER 25020 NE W H O R I Z O N A C A D E M Y 71 0 0 B R O O K L Y N B L V D , B R O O K L Y N C E N T E R , M N 5 5 4 2 9 NE W H O R I Z O N A C A D E M Y 34 0 5 A N N A P O L I S L A N E N , P L Y M O U T H , M N 5 5 4 4 7 48776 David J. Knaeble LICENSE NO.DATE I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. 3/11/25 Civil Engineering ° Surveying ° Landscape Architecture 5000 Glenwood Avenue Golden Valley, MN 55422 civilsitegroup.com 612-615-0060 OW N E R NATIVE BUFFER NARRATIVE: PRESERVING A 50 FOOT NATURAL BUFFER AROUND WATER BODIES IS NOT REQUIRED OF THIS PROJECT BECAUSE WATER BODIES ARE NOT LOCATED ON SITE. DESIGN ENGINEER: DAVID J. KNAEBLE P.E. TRAINING COURSE: DESIGN OF SWPPP TRAINING ENTITY: UNIVERSITY OF MINNESOTA INSTRUCTOR: JOHN CHAPMAN DATES OF TRAINING COURSE: 8/22/2012- 8/23/2012 TOTAL TRAINING HOURS: 12 DATE OF RECERTIFICATION: 4/22/22 EXPIRATION: 5/31/2025 Page 108 of 228 COPYRIGHT CIVIL SITE GROUP INC.c PR O J E C T PRE L I M I N A R Y : NOT F O R CON S T R U C T I O N 2025 ISSUE/SUBMITTAL SUMMARY DATE DESCRIPTION 3/11/25 CITY SUBMITTAL PROJECT MANAGER DAVID KNAEBLE CONTACT NUMBER 763-234-7523 DRAWN BY BB REVIEWED BY DK PROJECT NUMBER 25020 NE W H O R I Z O N A C A D E M Y 71 0 0 B R O O K L Y N B L V D , B R O O K L Y N C E N T E R , M N 5 5 4 2 9 NE W H O R I Z O N A C A D E M Y 34 0 5 A N N A P O L I S L A N E N , P L Y M O U T H , M N 5 5 4 4 7 48776 David J. Knaeble LICENSE NO.DATE I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. 3/11/25 Civil Engineering ° Surveying ° Landscape Architecture 5000 Glenwood Avenue Golden Valley, MN 55422 civilsitegroup.com 612-615-0060 OW N E R SW1.2 SWPPP - DETAILS REVISION SUMMARY DATE DESCRIPTION NOTES: 1. REPLACE INLET GRATE UPON COMPLETE INSTALLATION OF INLET PROTECTION FABRIC. 2. CONTRACTOR SHALL REMOVE ALL ACCUMULATED SEDIMENT AND DEBRIS FROM THE SURFACE OF THE SYSTEM AFTER EACH STORM EVENT AND AT THE COMPLETION OF THE CONTRACT. 3. CONTRACTOR SHALL USE DANDY SACK OR APPROVED EQUIVALENT FOR STRUCTURES WITHOUT CURBING.CURB INLET SACK N T S OVERFLOW IS 12 OF THE CURB BOX HEIGHT OVERFLOW AT TOP OF FILTER ASSEMBLY EXISTING CURB, PLATE, BOX, AND GRATE DANDY CURB SACK OR APPROVED EQUIVALENT HIGH-FLOW FABRIC 1 FLOW 24 " 24 " 24 " MI N . 6" 6" SEDIMENT FENCE N T S FILTER FABRIC WITH WIRE SUPPORT NET AS SPECIFIED. METAL POST AS SPECIFIED. SUPPORT NET: 12 GAUGE 4"X4" WIRE HOOKED ONTO PERFORMED CHANNELS ON POSTS AS SPECIFIED. EXISTING GROUND SURFACE METAL POSTS 8'-0" O.C. MAX. CARRY WIRE SUPPORT NET DOWN INTO TRENCH ANCHOR FABRIC WITH SOIL, TAMP BACKFILL FILTER FABRIC AS SPECIFIED SECURE TO WIRE SUPPORT NET WITH METAL CLIPS 12" O.C. 2 TYPICAL STAPLE #8 GAUGE WIRE 1 1/2" 10 " NOTE: 1. PLACE STAPLES 2 FEET APART TO KEEP MATTING FIRMLY PRESSED TO SOIL. EROSION BLANKET N T S PLACE STAPLES 2 FEET APART TO KEEP MATTING FIRMLY PRESSED TO SOIL. 'D' EROSION STOP: FOLD OF MATTING BURIED IN SILT TRENCH AND TAMPED. DOUBLE ROW OF STAPLES 'C' OVERLAP: BURY UPPER END OF LOWER STRIP AS IN 'A' AND 'B'. OVERLAP END OF TOP STRIP 4" AND STAPLE 'B' TAMP THE TRENCH FULL OF SOIL. SECURE WITH ROW OF STAPLES, 10" SPACING, 4" DOWN FROM TRENCH 'A' BURY THE TOP END OF THE MATTING IN A TRENCH 4" OR MORE IN DEPTH 'E' OVERFALL 3 PROFILE PLAN TO CONSTRUCTION AREA N T S STABILIZED CONSTRUCTION ACCESS 24 ' ( M I N ) NOTES: 1. PROVIDE APPROPRIATE TRANSITION BETWEEN STABILIZED CONSTRUCTION ENTRANCE AND UNDISTURBED ROADWAY. 2. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO UNDISTURBED ROADWAY. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL STONE OR ADDING STONE TO THE LENGTH OF THE ENTRANCE. 3. REPAIR AND CLEANOUT MEASURES USED TO TRAP SEDIMENT. 4. ALL SEDIMENT SPILLED, DROPPED, WASHED, OR TRACKED ONTO UNDISTURBED ROADWAY SHALL BE REMOVED AS DIRECTED BY THE ENGINEER. 5. FINAL LOCATION AND INSTALLATION SHALL BE COORDINATED WITH THE CITY PRIOR TO CONSTRUCTION ACTIVITIES. 6. CRUSHED STONE SHALL BE 1-1/2" DIA. CLOSE GRADED, AND IN ACCORDANCE TO MNDOT SECTION 2118. EX I S T I N G U N D I S T U R B E D R O A D W A Y GEOTEXTILE FILTER FABRIC 6" MIN. CRUSHED STONE 75' MINIMUM EXISTING UNDISTURBED ROADWAY TO C O N S T R U C T I O N A R E A 30' FROM EDGE OF ROAD TO FRONT OF SPEED BUMP 35' R . 3 5 ' R . 4" HIGH, 18" WIDE SPEED BUMPFINISHED GRADE 4 Page 109 of 228 TODDLER PLAY YARD PRESCHOOL PLAY YARD BUILDING TRASH BUILDING DRAINAGE & UTILITY EASEMENT DRAINAGE & UTILITY EASEMENT PROPERTY LINE PROPERTY LINE B R O O K L Y N B O U L E V A R D EX.TREE (TYP.) SEED ALL DISTURBED SOILS IN ADJACENT NATURAL AREA W/ MNDOT 35-241 MESIC PRAIRIE MIXEDGER (TYP.) INFANT PLAY YARD EX. 10" HONEYLOCUST EX. 5" SPRUCE MONUMENT SIGN BIKE RACK GENERATOR DRAINAGE & UTIL. EASEMENT LIGHT POLE (TYP.) FENCE (TYP.) EX. 40" COTTONWOOD RYLAUR, LLC 14 PHEASANT LANE NORTH OAKS, MN 55127 P: 612.868.3636 philger@rylaur.com PROJECT INFORMATION: CLIENT INFORMATION: 2025 RYLAUR, LLCC Sheet No.: SHEET TITLE:LANDSCAPE PLAN Project Architect: Drawing History/Revisions: Drawing Date: A. PETER HILGER, AIA L1 Carmen Simonet Design LLC 354 Stonebridge Blvd. St. Paul, MN 55105 (651) 695-0273 carmen@simonetdesign.com LANDSCAPE ARCHITECT: CI T Y S U B M I T T A L 03 . 1 1 . 2 0 2 5 SOD KEY NOTES: 1. SEE SHEETS L2-L3 FOR PLANTING DETAILS & LANDSCAPE SPECIFICATIONS. 2. ALL SOD, TREES, AND PLANTING BEDS TO BE IRRIGATED. SEED WITH MNDOT 35-241 MESIC PRAIRIE GENERAL LANDSCAPE PLAN1 PLANT SCHEDULE SYMBOL QTY CODE SCIENTIFIC NAME/COMMON NAME SIZE ROOT REMARKS OVERSTORY TREES (ALL TREES TO HAVE STRAIGHT TRUNK & SINGLE LEADER) 2 CO CELTIS OCCIDENTALIS 2"BB SEE PLAN FOR SPACING HACKBERRY 2 GT GLEDITSIA TRIACANTHOS 'HARVE' 2"BB SEE PLAN FOR SPACING NORTHERN ACCLAIM HONEYLOCUST 2 QB QUERCUS BICOLOR 2"BB SEE PLAN FOR SPACING SWAMP WHITE OAK ORNAMENTAL TREES (ALL TREES TO HAVE STRAIGHT TRUNK & SINGLE LEADER) 2 AG AMELANCHIER x GRANDIFLORA 'AUTUMN BRILLIANCE'2"BB SEE PLAN FOR SPACING AUTUMN BRILLIANCE SERVICEBERRY SHRUBS (24" MIN. SHRUB SIZE AT TIME OF INSTALLATION) 7 AA AMELANCHIER ALNIFOLIA 'REGENTS' #5 CONT. SPACE 4' O.C. REGENTS SERVICEBERRY 14 AI ARONIA MELANOCARPA 'MORTON' #5 CONT. SPACE 4' O.C. IROQUOIS BEAUTY 18 CS CORNUS SERICEA 'ALLEMAN'S'#5 CONT. SPACE 5' O.C. ALLEMAN'S COMPACT REDTWIG 58 DL DIERVILLA LONICERA #5 CONT. SPACE 3' O.C. DWARF BUSH HONEYSUCKLE 42 SB SPIREA BETULIFOLIA 'TOR'#5 CONT. SPACE 3' O.C. TOR SPIREA PERENNIALS 57 AM ALLIUM 'MILLENIUM'#1 CONT. SPACE 18" 0.C. MILLENIUM 76 CP CAREX PENSYLVANICA #1 CONT. SPACE 18" to 24" O.C. PENNSYLVANIA SEDGE 24 NF NEPETA FAASSENII 'WALKER'S LOW' #1 CONT. SPACE 24" to 30" O.C. WALKER'S LOW CATMINT 5 HS HOSTA SIEBOLDIANA 'ELEGANS'#1 CONT. SPACE 36" O.C. SIEBOLDIANA ELEGANS HOSTA 15 SS SCHIZACHYRIUM SCOPARIUM #1 CONT. SPACE 24" O.C. LITTLE BLUESTEM 32 SH SPOROBOLUS HETEROLEPIS #3 CONT. SPACE 24" O.C. PRAIRIE DROPSEED LANDSCAPE REQUIREMENTS DETERMINING NUMBER OF PLANTS DISTRICT: MX-N2 NEIGHBORHOOD MIXED-USE TOTAL PROJECT VALUE ESTIMATE: $2,000,000 LANDSCAPE VALUE:REQUIRED ON THIS PLAN $40,000 $54,384 03.11.2025 March 11, 2025 NEW HORIZON ACADEMY 7100 BROOKLYN BLVD. BROOKLYN CENTER NEW HORIZON ACADEMY 3405 ANNAPOLIS LANE N. PLYMOUTH, MN 55447 18CS 5SB 7SS 8SH 4SH 16AM 12SB 24NF 28AM 4AI 2AG 10DL 38CP 1QB 24DL 5HS 8SS 15SB 22CP 24DL 13AM 10SB 20SH 1QB 7AA 2CO 16CP 2GT10AI Page 110 of 228 PLANTING DETAILS PLANTING ON A SLOPE DETAIL NOT TO SCALE 5 L2 1 L2 TREE PLANTING DETAIL NOT TO SCALE 2 L2 EVERGREEN TREE PLANTING DETAIL NOT TO SCALE NOTES: 1. WIDTH OF PLANTING HOLE: 18" MIN. LARGER THAN ROOT BALL, ON ALL SIDES. 2. DEPTH OF HOLE: ROOT FLARE TO SIT AT OR UP TO 2" ABOVE THE TOP OF THE FINISHED SOIL ELEVATION. LEAVE SOIL UNDISTURBED BENEATH THE ROOT BALL. 3. SCARIFY BOTTOM AND SIDES OF HOLE PRIOR TO PLANTING. 4. SET PLANT ON UNDISTURBED SOIL OR THOROUGHLY COMPACTED PLANTING SOIL. 6. REMOVE TOP 1/3 OF THE BASKET OR THE TOP TWO HORIZONTAL RINGS WHICHEVER IS GREATER. REMOVE ALL BURLAP FROM TOP 1/3 OF ROOT BALL. REMOVE ALL TWINE. 7. REMOVE OR CORRECT STEM GIRDLING ROOTS OR REJECT PLANT. 8. SLIT REMAINING BURLAP AT 6" INTERVALS. 9. PLUMB & BACKFILL WITH PLANTING SOIL. THOROUGHLY WATER IN TREE WITHIN 2 HOURS TO SETTLE PLANT AND FILL VOIDS. 10.BACKFILL VOIDS AND WATER A SECOND TIME. 11.PLACE DOUBLE SHREDDED HARDWOOD MULCH WITHIN 48 HOURS OF THE SECOND WATERING. NO MULCH TO BE IN CONTACT W/ TRUNK OR BRANCHES. 12.TWO ALTERNATE METHODS OF STAKING TREES ARE ILLUSTRATED IN DETAIL. 13.CONTRACTOR IS RESPONSIBLE FOR MAINTAINING TREES IN A PLUMB POSITION THROUGHOUT THE GUARANTEE PERIOD. STAKE TREES IF SITE CONDITIONS, SUCH AS SOIL AND WIND, PREVENT THE TREES FROM STAYING PLUMB. USE 16" X 1.5" POLYPROPYLENE OR POLYETHYLENE STRAPS, ATTACH TO POST OR STAKE WITH 10 GAUGE WIRE. REMOVE WITHIN ONE YEAR. 14.REFER TO PLAN AND SPECS. FOR ADDITIONAL INFORMATION. NOTES: 1. REMOVE DEAD OR DAMAGED BRANCHES. RETAIN THE NATURAL FORM OF THE TREE. DO NOT CUT THE LEADER. 2. WIDTH OF PLANTING HOLES: 18" MIN. LARGER THAN ROOT BALL, ON ALL SIDES. 3. DEPTH OF HOLE: ROOT FLARE TO SIT AT, OR UP TO 2" ABOVE THE TOP OF THE FINISHED SOIL ELEVATION. LEAVE SOIL UNDISTURBED BENEATH THE ROOT BALL. 4. SCARIFY BOTTOM AND SIDES OF HOLE PRIOR TO PLANTING. 5. SET PLANT ON UNDISTURBED SOIL OR THOROUGHLY COMPACTED PLANTING SOIL. 6. REMOVE TOP 1/3 OF THE BASKET OR THE TOP TWO HORIZONTAL RINGS WHICHEVER IS GREATER. REMOVE ALL BURLAP FROM TOP 1/3 OF ROOT BALL. REMOVE ALL TWINE. 7. REMOVE OR CORRECT STEM GIRDLING ROOTS. 8. SLIT REMAINING BURLAP AT 6" INTERVALS. 9. PLUMB & BACKFILL WITH PLANTING SOIL AMENDED WITH COMPOST. THOROUGHLY WATER IN TREE WITHIN 2 HOURS TO SETTLE PLANTS AND FILL VOIDS. 10.BACKFILL VOIDS AND WATER A SECOND TIME. 11.PLACE 4" MULCH WITHIN 48 HOURS OF THE SECOND WATERING. NO MULCH TO BE IN CONTACT W/ TRUNK. 12.CONTRACTOR IS RESPONSIBLE FOR MAINTAINING TREES IN A PLUMB POSITION THROUGHOUT THE GUARANTEE PERIOD. IF NEEDED, STAKE TREES USING 16" LONG, 1.5" WIDE STRAPS, AND ATTACH TO POST WITH WIRE. INSTALL POST 3' INTO GROUND. REMOVE WITHIN ONE YEAR. 13.WRAP TRUNK IN FALL REMOVE IN SPRING. 14.REFER TO SPECS. FOR ADDITIONAL INFORMATION. NOTES: 1. DIG SHRUB HOLE 12" MIN. LARGER THAN CONTAINER SIZE, ALL SIDES. 2. SCARIFY BOTTOM AND SIDES OF HOLE PRIOR TO PLANTING. 3. REMOVE DEAD OR DAMAGED BRANCHES. RETAIN THE NATURAL FORM OF THE SHRUB. 4. HAND LOOSEN ROOTS OF CONTAINERIZED MATERIAL. SCORE OUTSIDE OF SOIL MASS TO REDIRECT CIRCLING FIBROUS ROOTS. 5. SET SHRUB ON UNDISTURBED SOIL OR ON THOROUGHLY COMPACTED PLANTING SOIL. INSTALL PLANT SO THE TOP OF ROOT FLARE IS AT OR UP TO 2" ABOVE THE FINISHED GRADE. 6. PLUMB AND BACKFILL WITH PLANTING SOIL AMENDED WITH COMPOST. THOROUGHLY WATER IN SHRUB PRIOR TO PLACING MULCH. 7. ALL SHRUB PLANTINGS RECEIVE 4" DEPTH MULCH. 8. REFER TO SPECS. FOR ADDITIONAL INFORMATION. NOTES: 1. PLANT INTO PREPARED PLANTING BED. REMOVE WEEDS, LOOSEN COMPACTED SOILS TO A DEPTH OF 6", AND AMEND PLANTING SOIL WITH COMPOST. 2. PLANT AT SAME DEPTH AS IN CONTAINER. 3. PLACE DOUBLE SHREDDED HARDWOOD MULCH OVER PERENNIAL BED. DO NOT PLACE ANY MULCH ON VEGETATION. 4. THOROUGHLY WATER IN PLANTS. 5. REFER TO PLAN AND SPECS. FOR ADDITIONAL INFORMATION. 2-3" DEPTH MULCH PLANT PER SCHEDULE 6" DEPTH PLANTING SOIL SUBGRADE 3 L2 SHRUB PLANTING DETAIL NOT TO SCALE 4 L2 PERENNIAL PLANTING DETAIL NOT TO SCALE 4" DEPTH MULCH SHRUB PER SCHEDULE PLANTING SOIL SUBGRADE SLIGHTLY CROWN BOTTOM OF HOLE ROOT BALL PLANTING SOIL SUBGRADE 4" DEPTH MULCHROOT FLARE TREE WRAP TREE PER SCHEDULE GUYING 7'0" STEEL POST ROOT BALL ADJACENT CONDITION VARIES SEE LANDSCAPE PLAN SLIGHTLY CROWN BOTTOM OF HOLE TREE PER SCHEDULE SUBGRADE PLANTING SOIL 2" X 2" X 24" WOOD STAKE SET AT ANGLE STEEL POST GUYING WIRE (TYP)STRAP FLAGGING ONE PER WIRE 4" MULCH SLIGHTLY CROWN BOTTOM OF HOLE ADJACENT CONDITION VARIES SEE LANDSCAPE PLAN ROOT BALL ROOT FLARE CI T Y S U B M I T T A L 03 . 1 1 . 2 0 2 5 RYLAUR, LLC 14 PHEASANT LANE NORTH OAKS, MN 55127 P: 612.868.3636 philger@rylaur.com PROJECT INFORMATION: CLIENT INFORMATION: 2025 RYLAUR, LLCC Carmen Simonet Design LLC 354 Stonebridge Blvd. St. Paul, MN 55105 (651) 695-0273 carmen@simonetdesign.com LANDSCAPE ARCHITECT: NEW HORIZON ACADEMY 7100 BROOKLYN BLVD. BROOKLYN CENTER NEW HORIZON ACADEMY 3405 ANNAPOLIS LANE N. PLYMOUTH, MN 55447 Sheet No.: SHEET TITLE:LANDSCAPE DETAILS Project Architect: Drawing History/Revisions: Drawing Date: A. PETER HILGER, AIA L2 03.11.2025 March 11, 2025 Page 111 of 228 LANDSCAPE SPECIFICATIONS TREES, SHRUBS, AND PERENNIALS 1. REFERENCES A. MnDOT - Minnesota Department of Transportation, Standard Specifications for Construction, 2020 Edition. B. American Standard for Nursery Stock, ANSI Z60.1-2014. C. ASTM, American Society for Testing and Materials. 2. QUALITY ASSURANCE A. Work shall be performed by a landscape contractor with extensive horticulture knowledge, and a min. of 3 years of experience. B. Handle plants in such a way as to protect from damage either physical or by exposure to sun and wind. Mishandled plants are subject to rejection by Landscape Architect. C. Plants used on this project shall meet the grading standards recommended by the ANSI Z60.1-2014. D. Each tree and shrub shall have a plant tag with botanical and common name attached to it for verification of item.Tag to remain on until acceptance of project. 3. PRODUCTS A. Plants: Provide as specified on Plant Schedule. B. Edging: Colmet steel edging 3/16" x 5" with stakes, black color, or equal. C. Mulch: Double shredded hardwood mulch. D. Water: Contractor to provide. E. Planting Soil: rich friable, loam topsoil, free of debris and seeds, conforming to MnDOT 3877.2, Loam Topsoil Borrow. F. Compost: Conforming to MnDOT 3890.2, Grade 2. G. Tree Wrap: White plastic tree guards or light colored two-ply weather resistant paper product. 4. PLANTING DATES: Spring Planting: Apr. 1 - June 15. These dates may be extended if daytime temps. remain below 80 degrees. Fall: Sept. 30 - Oct. 30th. Daytime temps. need to drop below 80 degrees before planting begins, and may continue until freeze up. Coniferous trees Aug. 15 - Oct. 1st. Plant under favorable weather conditions, do not plant during days of extreme heat. 5. EXECUTION A. Prior to digging, Contractor to have utilities located. B. Contractor to notify Owner and Landscape Architect 3 days in advance of when planting work will occur. C. Plant into prepared planting beds, free of weeds. D. Install trees, shrubs, and perennials per planting details, adjust location if in conflict with utilities. Verify new location with Landscape Architect prior to planting. E. Separate all shrub and perennial beds from sod areas with edger. F. Clean-up entire site following planting operations. 6. ACCEPTANCE OF PLANTING WORK A. Contractor to notify Owner when planting work is complete for review and punch list. B. Contractor to water and maintain the trees, shrubs, and perennials until Owner Acceptance. C. Owner will give Acceptance of Work following satisfactory correction of punch list items. D. Watering and regular landscape maintenance of trees, shrubs, and perennials will be Owners responsibility following acceptance of work. 7. GUARANTEE PERIOD A. Contractor to warranty trees, shrubs and perennials for one year following acceptance of Work by Owner. B. Contractor to maintain the trees in a plumb position throughout the guarantee period. C. Contractor to remove all staking/wiring/ straps and plant tags from trees at the end of the guarantee period. D. Replacements: At the end of the guarantee period, all plants which are unhealthy, dead, not having a normal density, size, shape or color shall be shall be replaced. Replacements shall match caliper and/or height of the other plants at time of replacement. Selection of replacement material and installation practices shall follow the requirements of the Drawings and Specifications. SODDING 1. AREAS TO SOD A. Sod areas as shown on plan 2. REFERENCES A. MnDOT - Minnesota Department of Transportation, Standard Specifications for Construction, 2020 Edition. 3. PRODUCTS A. Sod: Provide drought tolerant, strongly rooted sod, machine cut to pad thickness of 1", excluding top growth and thatch. Sod to be at least 2 years old, free of weeds, disease, or other material which might be detrimental to the development of the sod. Sod to be moist when cut and maintained in moist condition during transportation and storage at the site. Do not use sod that shows signs of visible heating on this project. B. Fertilizer: Slow release 5-10-5 starter fertilizer. C. Water: Contractor to provide. D. Topsoil: provide rich friable, sandy loam, free of debris and seeds, and conforming to MnDOT 3877.2 Common Topsoil Borrow. 4. SOIL PREPARATION A. Verify all sod areas have a minimum of 4" of topsoil. B. Immediately prior to sodding, loosen topsoil to minimum depth of 3". C. On slopes operate cultivating equipment at right angles to the direction of surface drainage. D. Contractor to work all areas to receive sod until the soil is smooth and an even grade is established. Fill all holes, depressions and rivulets to ensure an even grade and that proper elevation is established. Fill material shall be compacted sufficiently to provide uniform density and to resist erosion. Remove all rubble, sticks, branches, stones and other extraneous material over 1/2" in diameter on the surface prior to sodding. E. For all areas to be sodded work in dry, free flowing slow release starter fertilizer into the top 1 inch of soil. 5. EXECUTION A. Install sod during favorable weather, do not sod if ground is frozen or sod is dormant. B. Lay sod with tightly fitting joints, no overlapping joints, and stagger rows to offset joints. Anchor sod on slopes to prevent slippage. C. Thoroughly water sod immediately after installing. Continue watering at frequency necessary to initiate rooting, and until the work is accepted by Owner. D. Clean up and remove all debris resulting from sodding activity and dispose of properly. Restore all areas disturbed by sodding operation to their original condition. 6. ACCEPTANCE OF SOD WORK A. Contractor to notify Owner when sod work is complete for review and punch list. B. Owner to accept work following satisfactory correction of punch list items. C. Contractor will maintain all turf areas in a healthy, growing condition by watering, mowing, and any other maintenance necessary to establish the lawn, for a minimum of 30 days from time of acceptance. D. Any sod that does not show definite growth and establishment during the 30 days from time of acceptance, shall be replaced and established at the proper season by the Contractor at Contractor's expense. IRRIGATION 1. DESCRIPTION A. Work includes: design, furnish, and install complete, fully automatic and programmable underground irrigation system, capable of alternate date watering for all landscape areas. The system shall provide full coverage with uniform levels of total precipitation throughout all irrigated areas. B. The system is to include a master valve and water efficient technologies including: a smart controller with a WaterSense label, a flow meter, soil moisture and/or evapotranspiration (ET) sensors, a rain sensor, and be calibrated to meet all applicable City Codes. C. Dripline to be used in perennial and shrub beds not covered by lawn sprinklers. D. The system is to meet state department of health standards and have a backflow preventer. E. Materials, equipment, and methods of design and installation shall comply with, but not be limited to, the following codes and standards: ·All local and state laws and ordinances, and with all the established codes applicable thereto. ·National Electrical Code. ·American Society for Testing and Materials (ASTM). ·National Sanitation Foundation (NSF). ·The best management practices developed by the Irrigation Association. F. The designer shall provide balanced pressure and flow and optimum operating efficiency. G. The contractor is responsible for obtaining all permits and licenses required for installation of irrigation system. 2. QUALITY ASSURANCE A. The irrigation system shall be designed and installed by a contractor specializing in irrigation work, and will have a minimum of 5 years of experience designing and installing systems of similar scope and size. B. The contractor shall maintain a skilled foreman on site during the installation of all work and the foreman will have a Minnesota Power Limited Technician License. 3. SUBMITTALS A. Shop Drawings: submit irrigation plan, product schedule, and specifications for review and acceptance. B. Operation and Maintenance Manual: following completion of work, provide the Owner with an operation and maintenance manual of the complete system in a digital pdf file format and one hard copy. C. As-Built Plan: following completion of work, contractor to furnish Owner a scaled as-built irrigation map, with dimensions as needed, on durable paper or laminated to be mounted on wall with the main control panel and a digital file in pdf format. The map shall indicate the zones, location of all controls, piping and depths, heads (including type), drip-lines, valves, connection to water service, and other related components. 4. PRODUCTS A. Select products suitable to the landscape areas. B. All products and materials used in the system shall be new and professional grade. C. Provide sprinkler heads, driplines, electric valves, and automatic controller from one manufacturer: Toro, Rainbird, Hunter Industries, or equal. 5. EXECUTION A. Prior to digging, contractor to have utilities located. B. Water Coverage: Provide uniform water coverage over turf areas and planting beds. C. Turf: Turf areas to be irrigated with spray heads. Locate heads to avoid overspray onto sidewalks, parking areas, signs and buildings. D. Planting Beds: All continuous shrubs, trees, perennial beds to be irrigated with a drip system and spray heads where drip lines are impractical. E. Winterization: System to accommodate winterization by blowing system dry with compressed air. F. Install the irrigation system per contractor's plan and specifications. G. Instructions: Contractor to instruct the Owner in proper operation and maintenance of the system. H. Cleanup: Replace landscaping disturbed by operations. Cleanup all debris and restore site to original condition. 6. REVIEW AND ACCEPTANCE A. Contractor to test system to a hydrostatic pressure of not less than 100 psi. Remove and replace any components that do not pass test. B. Contractor to contact Owner and perform operational test after system is fully in place and demonstrate to the Owner that the irrigation system meets coverage requirements and that automatic controls function properly. Any corrective work identified shall be completed within two weeks of receipt ofcomments. C. Owner to accept work following: satisfactory completion of any corrective work, receiving hands-on instructions for operation, and receiving as-built plan and operation and maintenance manual submittals. 7. MAINTENANCE A. Contractor to drain and winterize irrigation system in the fall, following first year of operation, and shall put the system back in service the following spring as part of the work of this contract at no additional cost to the Owner. 8. GUARANTEE A. Warranty irrigation system materials and labor for one year following acceptance of work by Owner. Contractor to promptly furnish and install, at no cost to Owner, any parts that prove defective in material or workmanship. CI T Y S U B M I T T A L 03 . 1 1 . 2 0 2 5 NATIVE SEED ESTABLISHMENT 1. REFERENCES A.MnDOT - Minnesota Department of Transportation, Standard Specifications for Construction, 2020 Edition. B. MnDOT - Minnesota Department of Transportation, Seeding Manual 2023 Edition. 2. QUALITY ASSURANCE A.Qualifications: Contractor to have a minimum of three years of experience in prairie seed establishment. All crews to be under the supervision of a crew leader with min. 3 years of experience with native grass and forb seed establishment, B. Herbicide applicators to be licensed with State of MN Department of Agriculture. C. Native Plant Establishment Requirements, sheet L2, for education and documentation submittals. D.Delivery and Storage of Seed: Contractor shall protect seed from weather or other conditions which would damage or impair the products. 3. PRODUCTS A. Topsoil: Provide friable topsoil, free from weeds, stones, lime, concrete, ashes, slag, or other deleterious matter, conforming to MnDOT 3877.2, A, Common Topsoil Borrow. B. Native Seed Mix: MnDOT 35-241 Mesic Prairie General, conforming to MnDOT 3876.2 requirements. Seed viability to be tested and labeled in accordance with MnDOT 3876.3. C. Mulch: MnDOT 3882.2, Type 3, grain straw, or native grass straw, certified noxious weed free. D.Erosion Control Blanket: MnDOT 3885.2, Cat 20, 2-sided straw. E. Water: Contractor to verify water source and availability prior to construction. If permits or water meters are required the cost shall be borne by the Contractor. Contractor to supply all hoses and appropriate equipment to obtain water. 4. PLANTING BED PREPARATION A. Verify finished grade is complete and ready for seeding work. B. Prior to cultivation, Contractor shall examine site and remove noxious weeds and birdsfoot trefoil. Contractor to remove it, using herbicides appropriate for the types of vegetation to be removed. Apply in proper weather conditions. Reapply if initial application does not take. C. Prepare the soil to minimize soil erosion and to provide a media for plant and root establishment conforming to MnDOT 2574.3, A.3. D. Contractor shall not work soil when moisture content is so great that excessive compaction will occur, nor when it is so dry that dust will form in the air or that clods will not break readily. Apply water, if necessary, to bring soil to an optimum moisture content for tilling. Do not work soil when muddy or frozen. E. Contractor shall use equipment of appropriate size and low ground pressure equipment to achieve a relatively smooth soil surface free of high areas, depressions and tracks, and to minimize soil compaction. 5. SEEDING A. Seed areas as identified on the Drawings. B. Time of Planting: Planting operations are to be conducted under favorable weather conditions. Season of planting can be extended based on current weather patterns. Native grass and forb seeding dates: Spring: April 15 to July 20, Fall: September 20 to October 20. C. Placing native seed mix shall conform to MnDOT 2575.3, A, and B. D.Uniformly sow the seed using a mechanical spreader at the rate specified in the seed mixture. Adjust as needed to achieve the required PLS rate of MnDOT table 3876.2-1, state seed mixes. Do not broadcast seed with wind velocities greater than 15mph. E. Lightly rake and pack the seedbed using a cultipacker or a lawn roller to produce good soil to seed contact. F. Install erosion control blanket over all seeded areas as specified inMnDOT 2575.3, G.1.a 6. CLEAN-UP A. Contractor shall clean up and remove deleterious materials and debris from the entire work area prior to final completion. B. ACCEPTANCE OF NATIVE SEED ESTABLISHMENT Contractor to notify Owner when native seeding work is complete and the following performance standard is met. Native vegetation cover: No less than 70% absolute cover Non-native vegetation: No more than 15% absolute cover Bare ground:No more than 15% absolute cover 7. 3- YEAR MAINTENANCE AGREEMENT A.Maintenance agreement for native planting areas shall last 3 years from acceptance of seeding date. B. Contractor to provide 3 site visits per year to mow/weed whip, spot treat invasive species, and hand weed. Reseed bare areas that are 9 square feet or larger. Remove and reseed solid patches of non-native vegetation. Site visits to be timed to mow before weeds go to seed. Mow height to be just above the new native seedlings, rake off cuttings if weeds have already flowered. C. Following each site visit submit a monitoring report to the Owner with the date of site visit, an assessment of the vegetation cover, and activities performed. RYLAUR, LLC 14 PHEASANT LANE NORTH OAKS, MN 55127 P: 612.868.3636 philger@rylaur.com PROJECT INFORMATION: CLIENT INFORMATION: 2025 RYLAUR, LLCC Carmen Simonet Design LLC 354 Stonebridge Blvd. St. Paul, MN 55105 (651) 695-0273 carmen@simonetdesign.com LANDSCAPE ARCHITECT: NEW HORIZON ACADEMY 7100 BROOKLYN BLVD. BROOKLYN CENTER NEW HORIZON ACADEMY 3405 ANNAPOLIS LANE N. PLYMOUTH, MN 55447 Sheet No.: SHEET TITLE:LANDSCAPE NOTES Project Architect: Drawing History/Revisions: Drawing Date: A. PETER HILGER, AIA L3 03.11.2025 March 11, 2025 Page 112 of 228 S89°42'00"W 230.72 S0 0 ° 1 8 ' 0 0 " E 16 4 . 9 8 N 3 6 ° 4 7 ' 3 0 " W 3 2 . 7 2 1 7 2 . 0 2 Δ = 0 ° 2 5 ' 5 1 " R = 2 2 8 7 6 . 3 2 351.96 N89°42'00"E 49 . 9 95.3 65 . 0 80.1 6. 9 3.1 7.7 3. 1 7. 0 2 Story Brick Sided Building Foundation Area = 6,127 +/- Sq. Ft. Existing Building Existing Building Bituminous Parking Lot Bituminous Parking Lot Bituminous Parking Lot Bi t u m i n o u s P a r k i n g L o t B i t u m i n o u s P a t h B i t u m i n o u s P a t h ( A P u b l i c R / W ) B R O O K L Y N B O U L E V A R D ( C O U N T Y R O A D N O . 1 5 2 ) 12" P V C 6" PVC 12" PVC 33 " R C P 2 7 " R C P ( P e r R e c . ) 1 2 " R C P ( P e r R e c . ) 27" RCP (Per Rec.) 8 " W M ( P e r R e c . ) 8 " W M ( P e r R e c . ) 1 2 " R C P ( P e r R e c . ) 1 2 " R C P ( P e r R e c . ) 15" R C P (Per R e c . ) 6" WM (Per Rec.) 6" WM (Per Rec.) 6" W M ( P e r R e c . ) 11 1 5 5 8 10 19 7 2 5 M o n u m e n t S i g n Concrete Steps Co n c r e t e W a l k w a y Co n c r e t e W a l k w a y [A] Concrete Walkway Crosses Property Line A c c e s s Generator Water Service (Per Rec.) Concrete Chain Link Fence [B] Chain Link Fence Crosses Property Line [C] Chain Link Fence Crosses Property Line Trash Enclosure Landscaping Rock C o l u m n O v e r h a n g Ov e r h a n g Ov e r h a n g Concrete Retaining Wall Edge of Woods Edge of Wo o d s Edge of Woods Edge of Woods Edge of Ice Edge of Ice [9] Drainage and Utility Easement Per Plat [9] Drainage and Utility Easement Per Plat [9] Drainage and Utility Easement Per Plat [9] D r a i n a g e a n d U t i l i t y Eas e m e n t P e r P l a t [9] Drainage and Utility Easement Per Plat [9] Drainage and Utility Easement Per Plat [ 1 0 ] H i g h w a y E a s e m e n t P e r D o c . N o s . 7 2 9 1 1 2 4 & 8 6 6 0 1 2 7 [13] Vehicular Parking Easement Per Doc. No. 5268706 [14] Access Easement Per Doc. No. 11188033 Pond PID: 2711921320004 Address: Unassigned Owner: Brooklyn Ctr Meth Ch PID: 2711921320058 Address: 4513 71st Ave N Owner: Amy Yang PID: 2711921320059 Address: 4507 71st Ave N Owner: Gorpu Daniels/James Gbanjah PID: 2711921320060 Address: 4501 71st Ave N Owner: T Christensen/R Chistensen PID: 2711921320061 Address: 4419 71st Ave N Owner: W R Lindig & K S Lindig PID: 2711921320062 Address: 4413 71st Ave N Owner: James Campbell PID: 2711921330080-2711921330096 Address: Multiple Owner: Multiple PID: 2711921330097 Address: 7100 Brooklyn Blvd PID: 2711921330098 Address: Unassigned Owner: City of Brooklyn Center Found 1/2 Inch Open Iron Pipe Found Nail W/ Flagging Found 1/2 Inch Iron Pipe W/ Illegible Cap Found Rebar [ 9 ] D r a i n a g e a n d U t i l i t y E a s e m e n t P e r P l a t Overhang ( P l a t = 3 2 . 7 5 ) (Plat=230.80) ( P l a t = 1 7 1 . 9 7 ) 1 2 " R C P ( P e r R e c . ) 1 2 " R C P ( P e r R e c . ) N36° 2 6 ' 0 4 " W 13.5 6 1 3 2 . 1 3 Δ = 1 ° 0 9 ' 3 8 " R = 6 5 2 3 . 9 4 N 3 7 ° 3 5 ' 4 2 " W 6 0 . 4 8 8" P V C Sanitary Service (Per Rec.) 326.1525.81 28.20 202.52 DESCRIPTION OF PROPERTY SURVEYED Lot 1, Block 1, 7100 Corporate Plaza 2nd Addition, as platted and recorded. Hennepin County, Minnesota Abstract Property GENERAL SURVEY NOTES 1. Bearings are based on the Hennepin County Coordinate System (1986 Adjustment). 2. Elevations are based on the NGVD 29 Datum. Site Benchmark is the top nut of the fire hydrant located on the northeasterly side of Brooklyn Boulevard, approximately 27 feet northeast from the northwest corner of the subject property, as shown hereon. Elevation = 869.78. 3. We have shown the location of utilities to the best of our ability based on observed evidence together with evidence from the following sources: plans obtained from utility companies, plans provided by client, markings by utility companies and other appropriate sources. We have used this information to develop a view of the underground utilities for this site. However, lacking excavation, the exact location of underground features cannot be accurately, completely and reliably depicted. Where additional or more detailed information is required, the client is advised that excavation may be necessary. Also, please note that seasonal conditions may inhibit our ability to visibly observe all the utilities located on the subject property. ALTA/NSPS LAND TITLE SURVEY NOTES (numbered per Table A) 1. Monuments placed and/or found at all major corners of the boundary of the surveyed property as shown hereon. 2. Site Address: 7100 Brooklyn Boulevard, Brooklyn Center, Minnesota 55429. 3. This property is contained in Zone X (area determined to be outside the 0.2% annual chance floodplain) per Flood Insurance Rate Map, Community Panel No. 27053C0204F, effective date of November 4, 2016. 4. The gross land area is 48,095 +/- square feet or 1.104 +/- acres. Right of Way Easement Area= 4,397 +/- square feet or 0.101 +/- acres. Total Area Minus Right of Way= 43,698 +/- square feet or 1.003 +/- acres. 7. (a) Exterior dimensions of buildings at ground level as shown hereon. (b)(1) Square footage of exterior footprint of buildings at ground level as shown hereon. 8. Substantial features observed in the process of conducting the fieldwork as shown hereon. Please note that seasonal conditions may inhibit our ability to visibly observed all site features located on the subject property. 9. The number of striped parking stalls on this site are as follows: 61 Regular + 3 Handicap = 64 Total Parking Stalls. 13. The names of the adjoining owners of the platted lands, as shown hereon, are based on information obtained from the Hennepin County Interactive Property Map. SURVEY REPORT 1. This map and report was prepared with the benefit of a Loan Policy of Title Insurance Proforma issued by Commercial Partners Title, a division of Chicago Title Insurance company as agent for Chicago Title Insurance Company, File No. CP71429, Date of Policy: Date and Time of Recording. We note the following with regards to Schedule B II Exceptions of the herein referenced Proforma: a. Item no.'s 1-8 and 11-12 are not survey related. b. The following are numbered per the referenced Proforma: [9]. Drainage and utility easements as shown on the recorded plat of 7100 Corporate Plaza 2nd Addition. Easements are located around the perimeter and the middle portion of the subject property, as shown hereon. [10]. Easement for highway purposes in favor of the County of Hennepin described as Parcel 29 contained in Notice of Lis Pendens filed April 26, 2000, as Document No. 7291124, and in Final Certificate dated September 22, 2005, filed September 23, 2005, as Document No. 8660127. Document creates a highway easement located over the southwesterly portion of the subject property, a shown hereon. [13]. Terms and conditions of and easements contained in Declaration dated March 18, 1987, filed May 15, 1987, as Document No. 5268706. Document creates an easement for vehicular parking and for constructing, repairing, and maintaining an asphalt parking surface with the benefit to Lot 1 Block 1, 7100 Corporate Plaza 2nd Addition. Easement is located over the Easterly 3 feet of Lot 2 Block 1, 7100 Corporate Plaza 2nd Addition, as shown hereon. [14]. Terms and conditions of Access Easement and Utility Facilities Agreement dated __________________, recorded _______________, as Document No. ___________________. Please note it appears said access easement has been recorded per Document No. 11188033, dated 3-16-2023, provided to us by the client. Access easement benefiting Lot 2, Block 1, 7100 Corporate Plaza 2nd Addition, is located through the middle portion of the subject property, as shown hereon. 2. Conflicts such as (but not limited to): encroachments, protrusions, access, occupation, and easements and/or servitudes: [A]. Concrete walkway crosses the north line of the subject property, as shown hereon. [B]. Chain link fence crosses the north line of the subject property, as shown hereon. [C]. Chain link fence crosses the east line of the subject property, as shown hereon. ALTA CERTIFICATION To: 7100 Brooklyn Blvd LLC, a Minnesota limited liability company; Associated Bank, its successors and/or assigns as their respective interests may appear; Commercial Partners Title, a division of Chicago Title Insurance; and Chicago Title Insurance Company: This is to certify that this map or plat and the survey on which it is based were made in accordance with the 2021 Minimum Standard Detail Requirements for ALTA/NSPS Land Title Surveys, jointly established and adopted by ALTA and NSPS, and includes Items 1, 2, 3, 4, 7(a), 7(b)(1), 8, 9, and 13 of Table A thereof. The fieldwork was completed on 1-31-2025. Dated this 5th day of February, 2025. ________________________________________________________ Rory L. Synstelien Minnesota License No. 44565 rory@civilsitegroup.com VICINITY MAP 71 0 0 B r o o k l y n B o u l e v a r d Br o o k l y n C e n t e r , H e n n e p i n C o u n t y , M i n n e s o t a 5 5 4 2 9 14 P h e a s a n t L a n e , N o r t h O a k s , M i n n e s o t a 5 5 1 2 7 Ry l a u r , L L C PR O J E C T PROJECT NO.: 25020.00 COPYRIGHT 2025 CIVIL SITE GROUP INC.c REVISION SUMMARY DATE DESCRIPTION V1.0 ALTA/NSPS LAND TITLE SURVEY . . . . . . . . . . . . N 44565 RORY L. SYNSTELIEN LICENSE NO.DATE I HEREBY CERTIFY THAT THIS SURVEY, PLAN, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED LAND SURVEYOR UNDER THE LAWS OF THE STATE OF MINNESOTA. 2-5-2025 N CL I E N T Civil Engineering Surveying Landscape Architecture 5000 Glenwood Avenue Golden Valley, MN 55422 civilsitegroup.com 612-615-0060 QA/QC FIELD CREW DRAWN BY REVIEWED BY UPDATED BY DP/MG DS CJ . OVERHEAD UTILITIES GASMAIN SANITARY SEWER STORM SEWER FIBER/COMM. LINE ELECTRIC LINE (RECORD) WATERMAIN ELECTRIC LINE GASMAIN (RECORD) CHAINLINK FENCE LINE Linetype & Symbol Legend CONCRETE SURFACE PAVER SURFACE BITUMINOUS SURFACE GRAVEL/LANDSCAPE SURFACE IRON FENCE LINE GUARDRAIL WATERMAIN (RECORD) SANITARY SEWER (RECORD) STORM SEWER (RECORD) FIBER/COMM. LINE (RECORD) TELEPHONE LINE (RECORD) TELEPHONE LINE SIGNSANITARY MANHOLE STORM MANHOLE CABLE TV BOX TELEPHONE MANHOLE ELECTRIC TRANSFORMER TELEPHONE BOX TRAFFIC SIGNAL GAS METER ELECTRICAL METER WATER MANHOLE WATER VALVE AIR CONDITIONER BOLLARD CATCH BASIN ELECTRIC MANHOLE GAS VALVE FLAG POLE HANDICAP SYMBOL FOUND IRON MONUMENT HYDRANT CAST IRON MONUMENT SET OR TO BE SET IRON MONUMENT FLARED END SECTION POWER POLE UTILITY MANHOLE GUY WIRE CONIFEROUS TREE DECIDUOUS TREE ROOF DRAIN SEWER CLEAN OUT FIRE CONNECTION WELL UTILITY VAULT POST INDICATOR VALVE GAS MANHOLE HAND HOLE FIBER/COMM. MANHOLE MAIL BOX FUEL TANK ELECTRICAL OUTLET SB SOIL BORING LIGHT POLE ACCESS RESTRICTION WOODEN FENCE LINE SATELLITE DISH BUSH/SHRUB 40102001020 SCALE IN FEET VA C A T E ADDEXISTING Page 113 of 228 S89°42'00"W 230.72 S0 0 ° 1 8 ' 0 0 " E 16 4 . 9 8 N 3 6 ° 4 7 ' 3 0 " W 3 2 . 7 2 1 7 2 . 0 2 Δ = 0 ° 2 5 ' 5 1 " R = 2 2 8 7 6 . 3 2 351.96 N89°42'00"E 49 . 9 95.3 65 . 0 80.1 6. 9 3.1 7.7 3. 1 7. 0 2 Story Brick Sided Building Foundation Area = 6,127 +/- Sq. Ft. Existing Building Existing Building Bituminous Parking Lot Bituminous Parking Lot Bituminous Parking Lot Bi t u m i n o u s P a r k i n g L o t B i t u m i n o u s P a t h B i t u m i n o u s P a t h ( A P u b l i c R / W ) B R O O K L Y N B O U L E V A R D ( C O U N T Y R O A D N O . 1 5 2 ) 12" P V C 6" PVC 12" PVC 33 " R C P 2 7 " R C P ( P e r R e c . ) 1 2 " R C P ( P e r R e c . ) 27" RCP (Per Rec.) 8 " W M ( P e r R e c . ) 8 " W M ( P e r R e c . ) 1 2 " R C P ( P e r R e c . ) 1 2 " R C P ( P e r R e c . ) 15" R C P (Per R e c . ) 6" WM (Per Rec.) 6" WM (Per Rec.) 6" W M ( P e r R e c . ) 11 1 5 5 8 10 19 7 2 5 M o n u m e n t S i g n Concrete Steps Co n c r e t e W a l k w a y Co n c r e t e W a l k w a y [A] Concrete Walkway Crosses Property Line A c c e s s Generator Water Service (Per Rec.) Concrete Chain Link Fence [B] Chain Link Fence Crosses Property Line [C] Chain Link Fence Crosses Property Line Trash Enclosure Landscaping Rock C o l u m n O v e r h a n g Ov e r h a n g Ov e r h a n g Concrete Retaining Wall Edge of Woods Edge of Wo o d s Edge of Woods Edge of Woods Edge of Ice Edge of Ice [9] Drainage and Utility Easement Per Plat [9] Drainage and Utility Easement Per Plat [9] Drainage and Utility Easement Per Plat [9] D r a i n a g e a n d U t i l i t y Eas e m e n t P e r P l a t [9] Drainage and Utility Easement Per Plat [9] Drainage and Utility Easement Per Plat [ 1 0 ] H i g h w a y E a s e m e n t P e r D o c . N o s . 7 2 9 1 1 2 4 & 8 6 6 0 1 2 7 [13] Vehicular Parking Easement Per Doc. No. 5268706 [14] Access Easement Per Doc. No. 11188033 Pond PID: 2711921320004 Address: Unassigned Owner: Brooklyn Ctr Meth Ch PID: 2711921320058 Address: 4513 71st Ave N Owner: Amy Yang PID: 2711921320059 Address: 4507 71st Ave N Owner: Gorpu Daniels/James Gbanjah PID: 2711921320060 Address: 4501 71st Ave N Owner: T Christensen/R Chistensen PID: 2711921320061 Address: 4419 71st Ave N Owner: W R Lindig & K S Lindig PID: 2711921320062 Address: 4413 71st Ave N Owner: James Campbell PID: 2711921330080-2711921330096 Address: Multiple Owner: Multiple PID: 2711921330097 Address: 7100 Brooklyn Blvd PID: 2711921330098 Address: Unassigned Owner: City of Brooklyn Center Found 1/2 Inch Open Iron Pipe Found Nail W/ Flagging Found 1/2 Inch Iron Pipe W/ Illegible Cap Found Rebar [ 9 ] D r a i n a g e a n d U t i l i t y E a s e m e n t P e r P l a t Overhang ( P l a t = 3 2 . 7 5 ) (Plat=230.80) ( P l a t = 1 7 1 . 9 7 ) 1 2 " R C P ( P e r R e c . ) 1 2 " R C P ( P e r R e c . ) N36° 2 6 ' 0 4 " W 13.5 6 1 3 2 . 1 3 Δ = 1 ° 0 9 ' 3 8 " R = 6 5 2 3 . 9 4 N 3 7 ° 3 5 ' 4 2 " W 6 0 . 4 8 8" P V C Sanitary Service (Per Rec.) 326.1525.81 28.20 202.52 DESCRIPTION OF PROPERTY SURVEYED Lot 1, Block 1, 7100 Corporate Plaza 2nd Addition, as platted and recorded. Hennepin County, Minnesota Abstract Property GENERAL SURVEY NOTES 1. Bearings are based on the Hennepin County Coordinate System (1986 Adjustment). 2. Elevations are based on the NGVD 29 Datum. Site Benchmark is the top nut of the fire hydrant located on the northeasterly side of Brooklyn Boulevard, approximately 27 feet northeast from the northwest corner of the subject property, as shown hereon. Elevation = 869.78. 3. We have shown the location of utilities to the best of our ability based on observed evidence together with evidence from the following sources: plans obtained from utility companies, plans provided by client, markings by utility companies and other appropriate sources. We have used this information to develop a view of the underground utilities for this site. However, lacking excavation, the exact location of underground features cannot be accurately, completely and reliably depicted. Where additional or more detailed information is required, the client is advised that excavation may be necessary. Also, please note that seasonal conditions may inhibit our ability to visibly observe all the utilities located on the subject property. ALTA/NSPS LAND TITLE SURVEY NOTES (numbered per Table A) 1. Monuments placed and/or found at all major corners of the boundary of the surveyed property as shown hereon. 2. Site Address: 7100 Brooklyn Boulevard, Brooklyn Center, Minnesota 55429. 3. This property is contained in Zone X (area determined to be outside the 0.2% annual chance floodplain) per Flood Insurance Rate Map, Community Panel No. 27053C0204F, effective date of November 4, 2016. 4. The gross land area is 48,095 +/- square feet or 1.104 +/- acres. Right of Way Easement Area= 4,397 +/- square feet or 0.101 +/- acres. Total Area Minus Right of Way= 43,698 +/- square feet or 1.003 +/- acres. 7. (a) Exterior dimensions of buildings at ground level as shown hereon. (b)(1) Square footage of exterior footprint of buildings at ground level as shown hereon. 8. Substantial features observed in the process of conducting the fieldwork as shown hereon. Please note that seasonal conditions may inhibit our ability to visibly observed all site features located on the subject property. 9. The number of striped parking stalls on this site are as follows: 61 Regular + 3 Handicap = 64 Total Parking Stalls. 13. The names of the adjoining owners of the platted lands, as shown hereon, are based on information obtained from the Hennepin County Interactive Property Map. SURVEY REPORT 1. This map and report was prepared with the benefit of a Loan Policy of Title Insurance Proforma issued by Commercial Partners Title, a division of Chicago Title Insurance company as agent for Chicago Title Insurance Company, File No. CP71429, Date of Policy: Date and Time of Recording. We note the following with regards to Schedule B II Exceptions of the herein referenced Proforma: a. Item no.'s 1-8 and 11-12 are not survey related. b. The following are numbered per the referenced Proforma: [9]. Drainage and utility easements as shown on the recorded plat of 7100 Corporate Plaza 2nd Addition. Easements are located around the perimeter and the middle portion of the subject property, as shown hereon. [10]. Easement for highway purposes in favor of the County of Hennepin described as Parcel 29 contained in Notice of Lis Pendens filed April 26, 2000, as Document No. 7291124, and in Final Certificate dated September 22, 2005, filed September 23, 2005, as Document No. 8660127. Document creates a highway easement located over the southwesterly portion of the subject property, a shown hereon. [13]. Terms and conditions of and easements contained in Declaration dated March 18, 1987, filed May 15, 1987, as Document No. 5268706. Document creates an easement for vehicular parking and for constructing, repairing, and maintaining an asphalt parking surface with the benefit to Lot 1 Block 1, 7100 Corporate Plaza 2nd Addition. Easement is located over the Easterly 3 feet of Lot 2 Block 1, 7100 Corporate Plaza 2nd Addition, as shown hereon. [14]. Terms and conditions of Access Easement and Utility Facilities Agreement dated __________________, recorded _______________, as Document No. ___________________. Please note it appears said access easement has been recorded per Document No. 11188033, dated 3-16-2023, provided to us by the client. Access easement benefiting Lot 2, Block 1, 7100 Corporate Plaza 2nd Addition, is located through the middle portion of the subject property, as shown hereon. 2. Conflicts such as (but not limited to): encroachments, protrusions, access, occupation, and easements and/or servitudes: [A]. Concrete walkway crosses the north line of the subject property, as shown hereon. [B]. Chain link fence crosses the north line of the subject property, as shown hereon. [C]. Chain link fence crosses the east line of the subject property, as shown hereon. ALTA CERTIFICATION To: 7100 Brooklyn Blvd LLC, a Minnesota limited liability company; Associated Bank, its successors and/or assigns as their respective interests may appear; Commercial Partners Title, a division of Chicago Title Insurance; and Chicago Title Insurance Company: This is to certify that this map or plat and the survey on which it is based were made in accordance with the 2021 Minimum Standard Detail Requirements for ALTA/NSPS Land Title Surveys, jointly established and adopted by ALTA and NSPS, and includes Items 1, 2, 3, 4, 7(a), 7(b)(1), 8, 9, and 13 of Table A thereof. The fieldwork was completed on 1-31-2025. Dated this 5th day of February, 2025. ________________________________________________________ Rory L. Synstelien Minnesota License No. 44565 rory@civilsitegroup.com VICINITY MAP 71 0 0 B r o o k l y n B o u l e v a r d Br o o k l y n C e n t e r , H e n n e p i n C o u n t y , M i n n e s o t a 5 5 4 2 9 14 P h e a s a n t L a n e , N o r t h O a k s , M i n n e s o t a 5 5 1 2 7 Ry l a u r , L L C PR O J E C T PROJECT NO.: 25020.00 COPYRIGHT 2025 CIVIL SITE GROUP INC.c REVISION SUMMARY DATE DESCRIPTION V1.0 ALTA/NSPS LAND TITLE SURVEY . . . . . . . . . . . . N 44565 RORY L. SYNSTELIEN LICENSE NO.DATE I HEREBY CERTIFY THAT THIS SURVEY, PLAN, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED LAND SURVEYOR UNDER THE LAWS OF THE STATE OF MINNESOTA. 2-5-2025 N CL I E N T Civil Engineering Surveying Landscape Architecture 5000 Glenwood Avenue Golden Valley, MN 55422 civilsitegroup.com 612-615-0060 QA/QC FIELD CREW DRAWN BY REVIEWED BY UPDATED BY DP/MG DS CJ . OVERHEAD UTILITIES GASMAIN SANITARY SEWER STORM SEWER FIBER/COMM. LINE ELECTRIC LINE (RECORD) WATERMAIN ELECTRIC LINE GASMAIN (RECORD) CHAINLINK FENCE LINE Linetype & Symbol Legend CONCRETE SURFACE PAVER SURFACE BITUMINOUS SURFACE GRAVEL/LANDSCAPE SURFACE IRON FENCE LINE GUARDRAIL WATERMAIN (RECORD) SANITARY SEWER (RECORD) STORM SEWER (RECORD) FIBER/COMM. LINE (RECORD) TELEPHONE LINE (RECORD) TELEPHONE LINE SIGNSANITARY MANHOLE STORM MANHOLE CABLE TV BOX TELEPHONE MANHOLE ELECTRIC TRANSFORMER TELEPHONE BOX TRAFFIC SIGNAL GAS METER ELECTRICAL METER WATER MANHOLE WATER VALVE AIR CONDITIONER BOLLARD CATCH BASIN ELECTRIC MANHOLE GAS VALVE FLAG POLE HANDICAP SYMBOL FOUND IRON MONUMENT HYDRANT CAST IRON MONUMENT SET OR TO BE SET IRON MONUMENT FLARED END SECTION POWER POLE UTILITY MANHOLE GUY WIRE CONIFEROUS TREE DECIDUOUS TREE ROOF DRAIN SEWER CLEAN OUT FIRE CONNECTION WELL UTILITY VAULT POST INDICATOR VALVE GAS MANHOLE HAND HOLE FIBER/COMM. MANHOLE MAIL BOX FUEL TANK ELECTRICAL OUTLET SB SOIL BORING LIGHT POLE ACCESS RESTRICTION WOODEN FENCE LINE SATELLITE DISH BUSH/SHRUB 40102001020 SCALE IN FEET VACATE ADD E X I S T I N G 7'-6" 7'-6" 7'-6" 7'-6" SEWER LINE OUT OF EASEMENT Page 114 of 228 STAIR C RM 144 85 sf ELEVATOR STAIR A TLT RM #05 49 sf UNISEX Storage RM #02 57 sf HALL RM #01 51 sf CLST RM #07 41 sf LARGE MOTOR RM RM #09 1014 SF MECH RM RM #03 225 SF UTILITY RM RM #04 41 SF 28 CHILDREN OverflowCar Seat RYLAUR, LLC 14 PHEASANT LANE NORTH OAKS, MN 55127 P: 612.868.3636 philger@rylaur.com PROJECT INFORMATION: CLIENT INFORMATION: Sheet No NEW HORIZON ACADEMY ANAPOLIS AVE PLYMOUTH, MN SHEET TITLE: Drawn By: VJH Project Architect: Drawing History/Revisions: Drawing Date: Checked By: APH 03.11.2025 A. PETER HILGER, AIA 2025 RYLAUR, LLCC A100 PRELIMINARY LOWER LEVEL BASEMENT PLAN 1 LOWER LEVEL BASEMENT PLAN SCALE: 1/4" = 1'-0" Project Architect: C NEW PERIMETER HVAC SOFFIT INSTALL NEW FOOTING FOR NEW PILLARS Page 115 of 228 CAR SEATS REF FRZ 24 " 48 " STAIR B / EXIT RM 116 167 sf HC TLT RM 124 54 sf HC TLT RM 105 58 sf UNISEX HALL A RM 110 258 sf HALL B RM 106 84 sf ELEVATOR STAIR A RM 101 103 sf VESTIBULE 100 44 sf INFANT A RM #111 510 sf @ 1:4 12 Kids / 3 Staff CRIB A RM #112 12 Cribs 195 sf CRIB B RM #115 12 Cribs 186 sf INFANT B RM #114 490 sf @ 1:4 12 Kids / 3 Staff LOBBY RM #103 460 sf OFFICE RM #104 155 sf @ 1:150 1 Staff TODDLER 2 RM #117 504 sf @ 1:7 14 Kids / 2 Staff TODDLER 1 RM #120 505 sf @ 1:7 14 Kids / 2 Staff INFANT TRANSITION RM #122 507 sf @ 1:7 14 Kids / 2 Staff KITCHEN RM #107 308 sf @ 1:200 1 Staff 2 4 " 36 " CONF RM RM #108 207 gsf171 net sf/15 = 11 occ COT RM 123 16 sf LANDING RM 109 37 sf COT RM 121 16 sf COT RM 118 16 sf TLT RM 119 82 sf MOTHER RM #102 54 sf LAUNDRY RM 113 59 sf JOINT Si g n I n C o u n t e r RYLAUR, LLC 14 PHEASANT LANE NORTH OAKS, MN 55127 P: 612.868.3636 philger@rylaur.com PROJECT INFORMATION: CLIENT INFORMATION: Sheet No NEW HORIZON ACADEMY ANAPOLIS AVE PLYMOUTH, MN SHEET TITLE: Drawn By: VJH Project Architect: Drawing History/Revisions: Drawing Date: Checked By: APH 03.11.2025 A. PETER HILGER, AIA 2025 RYLAUR, LLCC A101 PRELIMINARY MAIN GRADE LEVEL PLAN 1 MAIN GRADE LEVEL PLAN SCALE: 1/4" = 1'-0" Project Architect: C NEW DOWNSPOUT TO TIE INTO STORM DRAIN NEW DOWNSPOUT TO TIE INTO STORM DRAIN NEW PILLARS SEE EXTERIOR ELEVATIONS NEW CANOPY w/BUILT-IN GUTTER SYSTEM 10'-4 " 8'- 0 " Page 116 of 228 COT RM 212 16 sf COT RM 208 16 sf TLT RM 206 31 sf HC TLT RM 205 51 sf TLT RM 210 34 sf HC TLT RM 209 45 sf NewChase STAIR B ELEVATOR Open to Below TLT RM 214 34 sf HC TLT RM 213 45 sf TLT RM 218 48 sf HC TLT RM 219 43 sf COT RM 204 22 sf HC TLT RM 202 50 sf INISEX COT RM 216 16 sf STAFF RM RM #105 154 SF & MECH RM RM #220 262 gsf PRESCHOOL RM #207 738 sf @ 1:10 21 Kids / 3 Staff PRESCHOOL RM #211 741 sf @ 1:10 21 Kids / 3 Staff PRESCHOOL RM #215 746 sf @ 1:10 21 Kids / 3 Staff PRESCHOOL RM #203 739 sf @ 1:10 21 Kids / 3 Staff HALLWAY RM #201 648 sf REF NewChase STORAGE RM 212 16 sf STORAGE NewChase SENSORY RM RM #105 204 SF 200 net sf +/- Existing Ventilation Ductwork RYLAUR, LLC 14 PHEASANT LANE NORTH OAKS, MN 55127 P: 612.868.3636 philger@rylaur.com PROJECT INFORMATION: CLIENT INFORMATION: Sheet No NEW HORIZON ACADEMY ANAPOLIS AVE PLYMOUTH, MN SHEET TITLE: Drawn By: VJH Project Architect: Drawing History/Revisions: Drawing Date: Checked By: APH 03.11.2025 A. PETER HILGER, AIA 2025 RYLAUR, LLCC A102 PRELIMINARY UPPER LEVEL PLAN 1 UPPER LEVEL PLAN SCALE: 1/4" = 1'-0" Project Architect: C Page 117 of 228 RYLAUR, LLC 14 PHEASANT LANE NORTH OAKS, MN 55127 P: 612.868.3636 philger@rylaur.com PROJECT INFORMATION: CLIENT INFORMATION: Sheet No NEW HORIZON ACADEMY ANAPOLIS AVE PLYMOUTH, MN SHEET TITLE: Drawn By: VJH Project Architect: Drawing History/Revisions: Drawing Date: Checked By: APH 03.11.2025 A. PETER HILGER, AIA 2025 RYLAUR, LLCC A200 EXTERIOR ELEVATIONS 1 FRONT FACADE SCALE: 1/4" = 1'-0" Project Architect: C EXTERIOR DEMO KEYNOTES REMOVE EXISTING STOREFRONT WINDOW & CUT DOWN WALL BELOW SILL DOWN TO FLOOR FOR NEW EXTERIOR DOOR & SIDELIGHT INSTALLATION REMOVE EXISTING OUTDOOR STAIRWELL GUARDRAILING - DEMO SHOWN DASHED BLUE, TYP. REMOVE EXISTING CANOPY & REPLACE w/NEW CANOPY STRUCTURE AT FRONT WALL REMOVE EXISTING NIGHT DEPOSIT DROP BOXES EXTERIOR KEYNOTES INSTALL NEW ALUMINUM STOREFRONT DOOR & SIDELIGHT - MATCH EXISTING STOREFRONT INSTALL NEW BLACK METAL PICKET FENCE ALONG EXIST OUTDOOR STAIRWELL & AT TOP LANDING AREA w/ EMERGENCY EGRESS GATE. REPLACE STAIRWELL HANDRAILS AS/IF NEEDED INFILL WALL w/SALVAGED BRICK WHERE NIGHT DEPOSIT DROP BOXES HAVE BEEN REMOVED # 1 2 3 4 5 # A B C D E A 1 3 C REMOVE EXISTING SIGN BOX & RESTORE ORIGINAL ROOF PROFILE & MATERIALS NEW ILLUMINATED "NEW HORIZON ACADEMY" WALL SIGN AT FRONT BLDG ENTRANCE = 67 sf max. Approx. 19'-4" x 3'-6" INSTALL NEW CANOPY STRUCTURE AT FRONT BLDG ENTRANCE w/BUILT-IN GUTTER SYSTEM 4 D E EXISTING FRONT ENTRY SIDE PHOTODEXISTING FRONT ENTRY PHOTO F EXISTING FRONT ENTRY SIDE PHOTO A REMOVE EXIST FIRE HYDRANT PHOTO B REMOVE EXIST TRASH ENCLOSURE 4 D 4 D 3 C C EXISTING BLDG PHOTO FROM BROOKLYN BLVD 4 D 2 B REMOVE EXISTING MONUMENT SIGN - SEE 2/A002 FOR NEW MONUMNET SIGN DETAILS - SEE A001 FOR LOCATIONF FEXISTING LIGHT POLE WHERE INDICATED ON SITE PLAN TO BE RELOCATED - SEE A001 FOR LOCATIONG REMOVE EXISTING FLAG POLEH REMOVE EXISTING ATM ISLAND IN ITS ENTIRETYI G H I DEMOLISH EXISTING TRASH ENCLOSURE SEE A001 FOR LOCATION OF NEW TRASH BUILDING REFERENCE 4/A002 FOR NEW CONSTRUCTION DETAILS J J ABANDON EXISTING FIRE HYDRANT - SEE CIVIL PLANSK F 4 CUT DOWN BRICK WALL BELOW SILL FOR THE INSTALLATION OF NEW EXIT DOOR - SALVAGE BRICK & REFERENCE KEYNOTE #5 FOR RE-PURPOSE LOCATION L L REMOVE EXISTING ROOF "DIAMOND" & RESTORE TO ORIGINAL ROOF PROFILE & MATERIALSM RESTORE ROOF FACADE TO ORIGINAL PROFILE w/MATERIALS TO MATCH EXISTING6 6 M 6 M 6 M 6 M L Angled View NEW CANOPY ROOFING TO MATCH EXISTING METAL ROOF7 7 8 WOOD GRAIN NICHIHA FIBER CEMENT HORIZONTAL SIDING8 CANOPY PILLAR PAINTED NEW HORIZON BLUE9 BRICK PILLAR BASE BRICK TO MATCH EXISTING AS CLOSE AS POSSIBLE10 9 10 Page 118 of 228 Upper Level 2 11'-7 1/2" Grade Level 1 0'-0" Roof Joist 22'-6" T/Parapet 26'-2" Upper Level 2 11'-7 1/2" Grade Level 1 0'-0" Roof Joist 22'-6" T/Parapet 26'-2" RYLAUR, LLC 14 PHEASANT LANE NORTH OAKS, MN 55127 P: 612.868.3636 philger@rylaur.com PROJECT INFORMATION: CLIENT INFORMATION: Sheet No NEW HORIZON ACADEMY ANAPOLIS AVE PLYMOUTH, MN SHEET TITLE: Drawn By: VJH Project Architect: Drawing History/Revisions: Drawing Date: Checked By: APH 03.11.2025 A. PETER HILGER, AIA 2025 RYLAUR, LLCC A201 EXTERIOR ELEVATIONS 2 SOUTH ELEVATION SCALE: 1/4" = 1'-0" Project Architect: C 1 EAST ELEVATION SCALE: 1/4" = 1'-0" A 1 A 1 2 B 3 C 4 D L L 9 10 8 7 6 M 6 M Page 119 of 228 Upper Level 2 11'-7 1/2" Grade Level 1 0'-0" Roof Joist 22'-6" T/Parapet 26'-2" Upper Level 2 11'-7 1/2" Grade Level 1 0'-0" Roof Joist 22'-6" T/Parapet 26'-2" RYLAUR, LLC 14 PHEASANT LANE NORTH OAKS, MN 55127 P: 612.868.3636 philger@rylaur.com PROJECT INFORMATION: CLIENT INFORMATION: Sheet No NEW HORIZON ACADEMY ANAPOLIS AVE PLYMOUTH, MN SHEET TITLE: Drawn By: VJH Project Architect: Drawing History/Revisions: Drawing Date: Checked By: APH 03.11.2025 A. PETER HILGER, AIA 2025 RYLAUR, LLCC A202 EXTERIOR ELEVATIONS 2 NORTH ELEVATION SCALE: 1/4" = 1'-0" Project Architect: C 1 WEST ELEVATION SCALE: 1/4" = 1'-0" A 1 A 1 A 1 2 B 2 B 3 C 4 D 5 E L L L +/ - 3 ' - 6 " +/- 19'-4" 4 9 10 8 7 6 M Page 120 of 228 Upper Level 2 11'-7 1/2" Grade Level 1 0'-0" Roof Joist 22'-6" T/Parapet 26'-2" Upper Level 2 11'-7 1/2" Grade Level 1 0'-0" Roof Joist 22'-6" T/Parapet 26'-2" 18d Beam .75" metal deck 1' - 8 " .75" subfloor 1' - 1 0 " 18d Beam 1.5" metal deck 1' - 8 " .75" subfloor 1' - 1 0 " MECHANICAL ROOM 20d Barjoist22d Barjoist 20d Barjoist22d Barjoist Upper Level 2 11'-7 1/2" Grade Level 1 0'-0" Roof Joist 22'-6" T/Parapet 26'-2" Upper Level 2 11'-7 1/2" Grade Level 1 0'-0" Roof Joist 22'-6" T/Parapet 26'-2" WOMENSJANITOR WOMENSMENSJAN LARGE MOTOR ROOM 24d Beam 21d Beam 18d Beam .75" metal deck.75" subfloor 22d Barjoist RYLAUR, LLC 14 PHEASANT LANE NORTH OAKS, MN 55127 P: 612.868.3636 philger@rylaur.com PROJECT INFORMATION: CLIENT INFORMATION: Sheet No NEW HORIZON ACADEMY ANAPOLIS AVE PLYMOUTH, MN SHEET TITLE: Drawn By: VJH Project Architect: Drawing History/Revisions: Drawing Date: Checked By: APH 03.11.2025 A. PETER HILGER, AIA 2025 RYLAUR, LLCC A301 BUILDING SECTIONS 2 BUILDING SECTION SCALE: 1/4" = 1'-0" Project Architect: C 1 BUILDING SECTION SCALE: 1/4" = 1'-0" Page 121 of 228 Upper Level 2 11'-7 1/2" Grade Level 1 0'-0" Roof Joist 22'-6" T/Parapet 26'-2" Upper Level 2 11'-7 1/2" Grade Level 1 0'-0" Roof Joist 22'-6" T/Parapet 26'-2" 18d Beam .75" metal deck 1' - 8 " .75" subfloor 1' - 1 0 " 18d Beam 1.5" metal deck 1' - 8 " .75" subfloor 1' - 1 0 " RESTROOMJANITOR 20d Barjoist22d Barjoist 20d Barjoist22d Barjoist Upper Level 2 11'-7 1/2" Grade Level 1 0'-0" Roof Joist 22'-6" T/Parapet 26'-2" .75" metal deck.75" subfloor 24d Beam 21d Beam 18d Beam RYLAUR, LLC 14 PHEASANT LANE NORTH OAKS, MN 55127 P: 612.868.3636 philger@rylaur.com PROJECT INFORMATION: CLIENT INFORMATION: Sheet No NEW HORIZON ACADEMY ANAPOLIS AVE PLYMOUTH, MN SHEET TITLE: Drawn By: VJH Project Architect: Drawing History/Revisions: Drawing Date: Checked By: APH 03.11.2025 A. PETER HILGER, AIA 2025 RYLAUR, LLCC A302 BUILDING SECTIONS 2 BUILDING SECTION SCALE: 1/4" = 1'-0" Project Architect: C 1 BUILDING SECTION SCALE: 1/4" = 1'-0" Page 122 of 228 Luminaire Locations No. Label X Y Z Location MH Orientation Tilt X Y Aim Z 1 AA 511162.50 206698.00 20.00 20.00 269.40 0.00 511161.20 206698.00 0.00 3 AA 511204.40 206594.40 20.00 20.00 359.90 0.00 511204.40 206595.70 0.00 4 AA 511286.90 206594.80 20.00 20.00 359.90 0.00 511286.90 206596.10 0.00 5 AA 511318.30 206669.00 20.00 20.00 180.11 0.00 511318.30 206667.70 0.00 1 BB 511200.00 206736.00 10.00 10.00 0.00 0.00 511200.00 206736.50 0.00 2 BB 511235.10 206736.30 10.00 10.00 0.00 0.00 511235.10 206736.80 0.00 3 BB 511256.80 206736.40 10.00 10.00 0.00 0.00 511256.80 206736.90 0.00 4 BB 511182.80 206716.90 10.00 10.00 270.00 0.00 511182.30 206716.90 0.00 5 BB 511230.90 206670.90 10.00 10.00 180.00 0.00 511230.90 206670.40 0.00 6 BB 511188.90 206676.10 10.00 10.00 225.19 0.00 511188.60 206675.70 0.00 7 BB 511278.80 206721.10 10.00 10.00 90.00 0.00 511279.30 206721.10 0.00 8 BB 511278.80 206683.90 10.00 10.00 90.00 0.00 511279.30 206683.90 0.00 Schedule Symbol Label Image Quantity Manufacturer Catalog Number Description Number Lamps Lumens Per Lamp Light Loss Factor Wattage Plot AA 4 NLS LIGHTING NV-1-T4-32L-1-40K7- HSS NV-1 site fixture with version 1 backs shields 1 8235 1 106 BB 8 GARDCO GCS-A01-840-T2M Geoform Wall Sconce - cylinder, 20 LED's, 4000K CCT, TYPE T2M OPTIC, 80CRI 1 1537 1 10.2 Statistics Description Symbol Avg Max Min Max/Min Avg/Min Property LIne 0.2 fc 1.5 fc 0.0 fc N/A N/A Site 1.0 fc 4.0 fc 0.0 fc N/A N/A 1.5 1.5 1.5 4.0 4.0 4.0 4.0 4.0 0.10.10.20.10.10.10.20.20.20.20.20.20.20.20.20.10.10.20.20.20.10.10.10.10.10.10.10.10.10.1 0.1 0.2 0.3 0.4 0.4 0.4 0.4 0.5 0.7 0.8 0.6 0.8 0.6 0.5 0.5 0.5 0.5 0.4 0.5 0.4 0.5 0.5 0.5 0.5 0.6 0.8 0.8 0.8 0.7 0.5 0.5 0.5 0.4 0.4 0.3 0.2 0.1 0.1 0.1 0.3 0.5 0.8 1.1 1.4 1.4 1.4 1.3 0.5 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.3 0.3 0.3 0.4 0.3 0.3 0.3 0.3 0.3 0.4 0.4 0.4 0.4 0.3 0.3 0.2 0.2 0.1 0.1 0.1 0.2 0.3 0.4 0.4 0.5 0.6 0.6 0.7 0.8 0.7 0.7 0.7 0.8 0.8 0.7 0.7 0.7 0.6 0.5 0.4 0.3 0.2 0.1 0.1 0.2 0.4 0.6 0.7 0.8 0.9 1.0 1.0 1.1 1.1 1.1 1.1 1.1 1.1 1.1 1.0 0.9 0.9 0.8 0.6 0.5 0.2 0.1 0.1 0.1 0.4 0.7 0.9 1.2 1.2 1.3 1.3 1.4 1.5 1.5 1.5 1.5 1.5 1.4 1.3 1.3 1.3 1.0 0.7 0.5 0.1 0.1 0.1 0.1 0.4 0.8 1.1 1.4 1.6 1.6 1.6 1.7 1.8 1.9 1.9 1.9 1.8 1.6 1.6 1.6 1.5 1.2 0.9 0.5 0.2 0.1 0.1 0.4 0.8 1.1 1.6 1.8 1.7 1.7 1.8 1.9 2.0 2.0 1.9 1.8 1.7 1.7 1.8 1.7 1.2 0.9 0.4 0.1 0.1 0.1 0.3 0.7 1.1 1.6 1.9 1.9 1.7 1.8 1.9 2.0 2.0 2.0 1.9 1.8 1.9 2.0 1.7 1.2 0.8 0.3 0.1 0.1 0.1 0.1 0.1 0.1 0.3 0.6 1.0 1.6 2.1 2.2 2.1 2.2 2.3 2.4 2.4 2.4 2.3 2.1 2.2 2.1 1.8 1.2 0.7 0.3 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.3 0.6 1.0 1.6 2.2 2.5 2.5 2.8 3.0 3.3 3.3 3.2 2.9 2.6 2.5 2.3 1.9 1.1 0.8 0.3 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0.3 0.3 0.3 0.3 0.3 0.3 0.6 1.0 1.6 2.2 2.4 2.4 2.9 3.5 3.6 3.1 2.6 2.5 2.3 1.8 1.1 0.7 0.3 0.1 0.2 0.4 0.4 0.5 0.5 0.6 0.7 0.7 0.6 0.5 0.3 0.3 0.5 0.9 1.4 1.9 2.2 2.1 2.6 3.2 3.8 3.4 2.8 2.2 2.2 2.0 1.6 1.0 0.6 0.3 0.1 0.1 0.5 0.8 0.9 0.9 0.9 1.0 1.0 0.9 0.8 0.6 0.4 0.3 0.3 0.4 0.5 0.6 0.7 0.8 0.9 1.1 1.2 1.0 1.0 0.9 0.8 0.7 0.7 0.6 0.4 0.4 0.3 0.1 0.1 0.8 1.3 1.4 1.4 1.4 1.4 1.4 1.3 1.0 0.7 0.4 0.2 0.2 0.2 0.2 0.3 0.6 0.8 0.9 1.0 0.9 0.8 1.0 1.1 1.3 1.2 1.0 0.7 0.5 0.5 0.4 0.2 0.1 1.1 1.9 2.1 2.1 1.9 1.9 1.7 1.4 1.1 0.8 0.5 0.3 0.2 0.2 0.4 0.8 1.2 1.4 1.4 1.1 0.6 1.0 1.4 1.9 2.4 2.3 1.8 1.3 0.8 0.9 0.6 0.3 0.2 1.2 2.2 2.4 2.3 2.1 1.8 1.7 1.5 1.1 0.8 0.5 0.3 0.2 0.3 0.9 1.7 2.1 2.0 1.7 0.4 0.7 1.0 1.6 2.2 2.8 2.8 2.2 1.5 0.9 1.2 0.9 0.5 0.2 1.2 2.2 2.5 2.3 1.9 1.7 1.6 1.5 1.2 0.9 0.6 0.3 0.3 0.7 1.5 2.5 2.8 2.3 1.2 1.0 0.5 0.2 1.2 2.6 2.8 2.5 2.0 1.7 1.7 1.6 1.3 0.9 0.6 0.3 0.5 1.0 1.7 2.4 2.7 1.8 1.5 0.7 0.2 1.5 3.1 3.2 2.6 2.1 1.9 1.9 1.7 1.3 1.0 0.6 0.4 0.6 1.0 1.6 2.0 2.5 2.0 1.0 0.3 1.9 3.7 3.6 2.8 2.1 2.0 2.0 1.8 1.3 1.0 0.7 0.4 0.6 0.9 1.2 0.2 2.9 2.4 1.2 0.3 2.0 3.6 2.8 2.2 2.0 2.1 1.8 1.3 1.0 0.7 0.4 0.5 0.7 0.4 0.4 2.7 2.2 1.1 0.3 1.8 3.6 3.5 2.7 2.1 2.0 2.0 1.8 1.3 1.0 0.7 0.4 0.4 0.7 0.6 0.6 2.3 1.8 0.9 0.3 1.4 3.0 3.2 2.6 2.1 1.9 1.9 1.7 1.3 1.0 0.7 0.4 0.4 0.6 1.0 1.0 2.0 1.6 0.8 0.3 1.2 2.5 2.7 2.4 1.9 1.7 1.7 1.6 1.3 1.0 0.6 0.4 0.4 1.0 1.5 1.7 2.0 1.6 0.9 0.3 1.2 2.3 2.5 2.4 2.0 1.7 1.7 1.5 1.2 1.0 0.6 0.4 0.6 1.3 2.1 2.3 2.4 2.0 1.0 0.3 1.2 2.3 2.4 2.3 2.1 1.9 1.7 1.5 1.2 0.9 0.6 0.4 0.7 1.6 2.7 2.8 3.0 2.4 1.3 0.4 1.1 2.0 2.1 2.0 2.0 1.9 1.9 1.6 1.3 1.0 0.7 0.4 0.6 1.5 2.4 2.6 3.5 2.9 1.5 0.5 0.9 1.5 1.5 1.6 1.6 1.7 1.9 1.7 1.4 1.1 0.7 0.4 0.5 1.2 1.8 2.0 3.5 2.9 1.5 0.4 0.7 1.3 1.5 1.5 1.5 1.8 1.8 1.7 1.5 1.1 0.7 0.4 0.4 0.8 1.3 1.3 3.5 2.8 1.4 0.4 0.8 1.4 1.5 1.5 1.6 1.7 1.8 1.7 1.5 1.1 0.7 0.4 0.4 0.6 0.8 0.8 3.4 2.8 1.5 0.4 1.0 1.8 1.9 1.9 1.9 1.8 1.9 1.7 1.4 1.1 0.7 0.4 0.3 0.4 0.5 0.5 3.5 2.9 1.5 0.4 1.0 2.2 2.4 2.3 2.2 2.0 1.8 1.6 1.2 1.0 0.6 0.4 0.2 0.3 0.3 0.3 3.1 2.6 1.3 0.4 1.0 2.3 2.6 2.5 2.2 1.9 1.9 1.6 1.3 1.0 0.7 0.4 0.2 0.2 0.2 0.2 2.3 1.9 1.0 0.3 1.0 2.3 2.6 2.4 2.1 1.9 2.0 2.0 1.6 1.3 0.8 0.5 0.4 0.3 0.3 0.2 1.6 1.3 0.7 0.2 1.2 2.9 3.1 2.7 2.2 2.1 2.3 2.3 2.0 1.7 1.3 0.8 0.7 0.6 0.6 0.3 0.9 0.8 0.4 0.1 1.5 3.4 3.5 2.9 2.3 2.3 2.6 2.7 2.3 2.1 1.8 1.4 1.3 1.4 1.6 1.7 2.1 2.6 2.9 2.6 2.0 1.6 1.6 2.0 2.5 2.9 2.7 2.1 1.4 1.3 0.9 0.5 0.3 1.7 3.9 3.7 3.0 2.4 2.4 2.8 2.8 2.7 2.6 2.2 1.9 1.9 2.0 2.2 2.0 1.9 2.5 2.8 2.4 2.0 1.6 1.6 1.9 2.3 2.8 2.5 1.9 1.3 1.1 0.8 0.4 0.2 1.7 3.9 3.7 3.0 2.4 2.5 2.8 2.9 2.8 2.7 2.6 2.3 2.4 2.5 2.5 1.7 1.3 1.6 1.8 1.6 1.3 1.1 1.0 1.2 1.5 1.7 1.6 1.2 0.8 0.7 0.5 0.3 0.1 1.5 3.3 3.4 2.8 2.4 2.4 2.8 2.9 2.8 2.7 2.4 2.3 2.5 2.6 2.5 1.2 0.6 0.6 0.7 0.6 0.5 0.4 0.4 0.5 0.5 0.6 0.6 0.4 0.3 0.3 0.2 0.1 0.1 1.1 2.8 3.0 2.7 2.3 2.4 2.7 2.8 2.9 2.6 2.3 2.2 2.5 2.5 2.2 0.9 0.3 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.9 2.2 2.5 2.5 2.1 2.3 2.6 2.9 2.8 2.7 2.3 2.3 2.7 2.9 2.7 1.1 0.4 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 1.0 2.3 2.5 2.5 2.3 2.4 2.6 2.8 2.9 2.8 2.4 2.4 2.8 3.4 3.2 1.4 0.4 0.2 0.2 0.1 0.1 0.1 0.9 2.1 2.3 2.3 2.2 2.5 2.7 2.8 2.9 2.8 2.5 2.4 3.0 3.7 3.8 1.6 0.5 0.2 0.1 0.1 0.1 0.8 1.5 1.7 1.7 1.8 2.2 2.6 2.7 2.9 2.8 2.4 2.4 3.0 3.8 1.6 0.3 0.2 0.2 0.1 0.5 1.0 1.0 1.1 1.3 1.7 2.1 2.4 2.7 2.6 2.3 2.3 2.9 3.6 3.5 1.4 0.5 0.2 0.1 0.1 0.3 0.6 0.6 0.7 0.8 1.3 1.8 2.1 2.3 2.3 2.1 2.2 2.7 3.1 2.9 1.2 0.4 0.2 0.1 0.1 0.1 0.2 0.2 0.3 0.5 0.8 1.4 1.6 2.0 2.0 1.9 2.1 2.5 2.6 2.3 0.9 0.3 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.4 0.6 1.0 1.3 1.6 1.8 1.9 2.2 2.5 2.6 2.3 0.9 0.2 0.1 0.1 0.1 0.1 0.3 0.6 0.9 1.2 1.6 1.8 2.0 2.1 2.3 2.4 2.2 0.9 0.2 0.1 0.1 0.1 0.2 0.5 0.8 1.1 1.5 1.7 1.7 1.8 1.9 1.9 1.7 0.8 0.2 0.1 AA @ 20' AA @ 20'AA @ 20' AA @ 20' BB @ 10'BB @ 10'BB @ 10' BB @ 10' BB @ 10' BB @ 10' BB @ 10' BB @ 10' 0.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 763−585−6757 fax 5430 Douglas Drive North Minneapolis, MN 55429 Email: steen@steeneng.com 763−585−6742 PROJECT INFORMATION: RYLAUR, LLC. 14 PHEASANT LANE NORTH OAKS, MN 55127 P: 612.868.3636 philger@rylaur.com ©2025 RYLAUR LLC. CLIENT INFORMATION: SHEET TITLE: DRAFTED: REVIEWED: SHEET DATE: NEW HORIZON ACADEMY 7100 BROOKLYN BLVD. NEW HORIZON ACADEMYANAPOLIS AVE BROOKLYN CENTER, MN PLYMOUTH, MN STEEN # RYL202502 3/ 1 9 / 2 0 2 5 1 1 : 5 5 : 3 8 A M E001 SITE PHOTOMETRICS JLA RDB St a t u s 3/11/25 REVISION SCHEDULE NO DESCRIPTION DATE NOT TO SCALE1Site Photometric Calculations Page 123 of 228 763−585−6757 fax 5430 Douglas Drive North Minneapolis, MN 55429 Email: steen@steeneng.com 763−585−6742 PROJECT INFORMATION: RYLAUR, LLC. 14 PHEASANT LANE NORTH OAKS, MN 55127 P: 612.868.3636 philger@rylaur.com ©2025 RYLAUR LLC. CLIENT INFORMATION: SHEET TITLE: DRAFTED: REVIEWED: SHEET DATE: NEW HORIZON ACADEMY 7100 BROOKLYN BLVD. NEW HORIZON ACADEMYANAPOLIS AVE BROOKLYN CENTER, MN PLYMOUTH, MN STEEN # RYL202502 3/ 1 9 / 2 0 2 5 1 1 : 5 5 : 3 8 A M E002 Photometric Cut Sheets JLA RDB St a t u s 3/11/25 REVISION SCHEDULE NO DESCRIPTION DATE Page 124 of 228 Exhibit B Page 125 of 228 Exhibit C Page 126 of 228 Page 127 of 228 Page 128 of 228 Page 129 of 228 Page 130 of 228 Page 131 of 228 Page 132 of 228 Page 133 of 228 Page 134 of 228 M E M O R A N D U M DATE: April 7, 2025 TO: Ginny McIntosh, Planning Manager FROM: Touyia Lee, Principal Engineer SUBJECT: Public Works – Preliminary Site Plan 7100 Brooklyn Blvd – New Horizon Academy Public Works staff reviewed the following documents submitted for review for the proposed 7100 Brooklyn Blvd development known as New Horizon Academy. •2025-03-11 City Submittal This document included the following: o Preliminary Plans Subject to final staff Site Plan approval, the referenced plans must be revised in accordance with the following comments/revisions and approved prior to issuance of any permits. Plan Items C4.0 – Utility Plan 1.Denote all utilities including underground system as private including proposed MH 11. L1 – Landscape Plan 1.Irrigation system as-built must be provided to the city upon completion of work. General Items 2.The total disturbed area is less than one acre, a NPDES permit is not required however a SWPPP plan shall still be implemented. The total disturbed area is less than five acres; the City of Brooklyn Center has reviewed the plans per the Shingle Creek Watershed Commission rules. From preliminary review the applicant has met watershed’s rule requirements. 3.The applicant shall be responsible for coordinating site development plans with all private utility companies (Xcel Energy, CenterPoint Energy, Qwest Communications, Comcast, etc. ) Applicant shall be responsible for verifying all utilities are absent from the easement proposed to be vacated. 4.The City has submitted the plans to Hennepin County for review. Applicant must meet requirements from the review. Agreements 5.During construction of the site improvements, and until the permanent turf and plantings are established, the developer will be required to reimburse the City for the administration and engineering inspection efforts. Please submit a deposit of $5,000 that the City can draw upon. Exhibit D Page 135 of 228 6.A Construction Management Plan and Agreement is required that addresses general construction activities and management provisions, traffic control provisions, emergency management provisions, storm water pollution prevention plan provisions, tree protection provisions, general public welfare and safety provisions, definition of responsibility provisions, temporary parking provisions, overall site condition provisions and non-compliance provisions. A $5,000 deposit will be required as part of the non-compliance provision. 7.An overall Easement Agreement is required that will provide the City perpetual accessibility to all private utilities and storm drainage areas to inspect and enforce proper utility service and maintenance for the entire site. This easement agreement also includes private inspection, maintenance, and reporting responsibilities. Easements to provide utility service to the development should be dedicated as necessary. 8. Upon project completion, the applicant must submit an as-built survey of the property, improvements and utility service lines and structures, and provide certified record drawings for any associated private and/or public improvements prior to issuance of the certificate of occupancy. The survey must also verify that all property corners have been established and are in place at the completion of the project as determined and directed by the City Engineer. 9.Inspection for the private site improvements must be performed by the developer’s design/project engineer. Upon project completion, the design/project engineer must formally certify through a letter that the project was built in conformance with the approved plans and under the design/project engineer’s immediate and direct supervision. The engineer must be certified in the State of Minnesota and must certify all required as-built drawings (which are separate from the as-built survey). Anticipated Permitting 10.A City of Brooklyn Center land disturbance permit is required. 11.A Water and Sewer Permit is required. 12.If applicable, applicant will need to obtain required permits to work in County right-of-way. 13.Other permits not listed herein may be required. It is the responsibility of the applicant to obtain such permits as warranted. Prior to Issuance of Land Alteration 14. Copies of all required permits must be provided to the City. 15.Final construction plans and specification must be submitted and approved by the City Engineer. The final construction plans must be certified by a licensed engineer in the state of Minnesota. 16.The Construction Management Plan and Agreement has been executed and the associated separate cash escrow has been deposited with the City. 17.A preconstruction conference is scheduled and held with City staff and other entities designated by the City. All aforementioned items, comments and recommendations are provided based on the information submitted by the applicant at the time of this review. Subsequent approval of the final plan may require additional modifications based on engineering requirements associated with final design as established by the City Engineer and other public officials having jurisdiction over approval of the final site plans. Page 136 of 228 City of Brooklyn Center | 6301 Shingle Creek Pkwy | Brooklyn Center, MN 55430-2199 | (763) 569-3300 | www.cityofbrooklyncenter.org Community Development 763-569-3330 April 4, 2025 7100 Brooklyn Blvd Building Building review comments for newly proposed Daycare Building to be located at 7100 Brooklyn Blvd. 1.Prior to a building permit being issued, a SAC determination for the new building will need to be done by MET Council and SAC determination letter received. 2. Separate permits and signed plans required for Building, Mechanical, Plumbing & Electrical. A Fire sprinkler and Fire alarm permit with plans is required to be submitted to the Building Department for this building review. The Community Development Department must be contacted on all proposed exterior signage for this building as permits are required. 3. Fire Hydrant located at East end of parking lot shall not be obstructed. City ordinance requires a minimum of 20’ ft clearance around hydrant. City Ordinance 5-113. 4. Exterior egress stairs provided from lower level shall be provided with a guardrail to protect the occupants located in the play area from falling. 5. The building will be required to have a sprinkler system installed if not already installed. City of Brooklyn Center Ordinance 3-101 B. (2) as adopted by the Minnesota State Building code 1306 Special Fire Protection system 1306.0020 Subp. 2, Existing and New buildings. 6.Hennepin County Health Department shall approve the kitchen area located in the basement prior to any City permits being issued. 7.Plumbing plans where more than 5 fixtures are added/relocated shall be reviewed by the Department of Labor and Industry Plumbing Department. All submitted documents shall be signed as required by Minnesota State Statues. 8. Building plans to be submitted to the City Building Department for review. If any items need to be addressed, comments will be provided in a plan review letter addressed to the architect of record. Exhibit E Page 137 of 228 City of Brooklyn Center | 6301 Shingle Creek Pkwy | Brooklyn Center, MN 55430-2199 | (763) 569-3300 | www.cityofbrooklyncenter.org 9. Trash enclosure shall be screened by an opaque fence per city ordinance 12-713. Sincerely, Dan Grinsteinner Building Official City of Brooklyn Center 763-569-3313 Page 138 of 228 • Exhibit F Page 139 of 228 -1 - Rylaur, LLC 14 Pheasant Lane North Oaks, MN 55127-2512 612-868-3636 March 11, 2025 SUMMARY REPORT TO: Ms. Ginny McIntosh; City Planner, City of Brooklyn Center FROM: A. Peter Hilger, AIA philger@rylaur.com RE: Proposal for New Horizon Academy 7100 Brooklyn Blvd. North Please find attached documentation necessary for the city of Brooklyn Center to review the feasibility of a childcare facility on the referenced parcel, and to issue a Conditional Use Permit thereon. ABOUT NEW HORIZON ACADEMY New Horizon Academy is a high-quality early learning provider that is 4-Star Parent Aware rated and accredited by the National Association for the Education of Young Children (NAEYC), the gold standard in the early childhood industry. New Horizon Academy has been serving metro area families since 1971. In fact, New Horizon Academy opened its first school in Brooklyn Center at 1200 69th Avenue N. Currently, it operates a school located at 6842 Humboldt Avenue N. Their current facility is tired, and numerous negotiations with their landlord for improvements to their school and the overall development have been unsuccessful. As such, New Horizon Academy would like to find a viable replacement option where it can create a new first-class school that will also increase the capacity in order for it to serve more families in the Brooklyn Center community. They have looked tirelessly for a viable option without success. Please see attached letter from New Horizon Academy. If it does not find a viable replacement option before their lease expires in 2026, enrolled families will be displaced, and the community will lose this cherished asset. This new school will be a first-class, remodeling of an existing two-story building to meet the site and building program criteria. It will include an indoor large motor room, 3 playgrounds; have increased capacity and additional programming features that their current facility is unable to provide. ABOUT THE SITE The site is located at 7100 Brooklyn Blvd. on one parcel roughly 48,095 SF with nearly 10% of the site area allocated for utility easements (PID:2711921330097). The site is currently zoned MX-N2 Neighborhood Mixed Use, but was constructed under an older ordinance. Childcare is an approved use by Conditional use Permit, as presently applied, and is consistent with the City’s Comprehensive Plan. The ordinance limits buildings in this district to 10,000 SF of gross building area on this site, however, as this building is existing and was constructed in 1987, with no increase in building footprint proposed, we respectfully request a variance of 1,212 SF to increase to our desired capacity of roughly 12,127 SF (10% variance, excluding basement). Exhibit A Page 140 of 228 - 2 - Rylaur, LLC 14 Pheasant Lane North Oaks, MN 55127-2512 612-868-3636 The proposed use as a childcare center does not generate any environmental concerns, nor does it generate noise (except children at play – hopefully deemed a pleasant sound). Hours of operation are generally 6:00 AM to 6:00 or 6:30 PM, Monday through Friday. New parking lot and building lighting is proposed to be glare free and energy efficient. A Phase 1 Environmental Evaluation has been prepared by Caltha,LLP dated 02.17.2025 and summarized no recognized environmental hazards. A geotechnical evaluation has been ordered for the purposes of supporting playground equipment, and an ALTA survey by Civil Site Group is complete. The site is sufficiently large enough to accommodate adequate parking and sufficient play space, as this report will demonstrate. BUILDING AND OCCUPANCY At 12,127 SF+/-, this two-story building is intended to visually blend with, and improve, the general characteristics of its commercial neighbors. The actual program breaks down as follows: NEW CENTER Compared to EXISTING CENTER Infants: 2 rooms @12 = 24 Infants: 9 Transition: 1 room @14 = 14 Transition: 0 Toddler: 2 rooms @14 = 28 Toddler: 15 Preschool: 4 rooms @21 = 84 Young Pre: 14 PreSchool: 33 TOTAL CHILD COUNT: 150 + 24 staff 69 Typical Industry Occupancy Rate 80% (conservative) TOTAL Anticipated Population Daily Density: 133 With accessory spaces as follows: Large Motor Play Space: 1,014 SF for use by occupants (one full classroom at a time per licensing) Sensory Room: individual or very small group interactions Mother’s Room Various Storage, Service and Administrative functions Operationally, on any typical operating day during the school year at New Horizon’s typical existing centers, daily attendance averaged 143 children (typical school capacity is 172 children, 75% occupancy rate) and 23 staff, including families that have two children attending. Average for childcare centers generally is a 70% occupancy rate at any given time. It is important to note that licensed capacity is strictly focused on design standards for classrooms and play spaces. Rarely are any centers fully occupied. Finally, many staff also have their own children in the program, or also rely on public transportation, ride sharing and other means to access the site. A segregated, fully enclosed trash enclosure is proposed on the southeast side of the property, proposed to be constructed of similar materials to match the building. Its location is designed to avoid many utility easements. The building will be classified as Type II-N construction, I-4 / E occupancies with an existing fire sprinkler system for the entire building. Page 141 of 228 - 3 - Rylaur, LLC 14 Pheasant Lane North Oaks, MN 55127-2512 612-868-3636 ARCHITECTURE The building is relatively durable for a structure exceeding 38 years old. Constructed of full wythe brick spandrel panels and ribbon windows surrounding the entire perimeter, we had a structural, mechanical and electrical inspection completed. Some structural remediation may be necessary as new HVAC units are proposed to be added to meet current ASHRAE codes. The roof is in good condition, and the existing rooftop unit HVAC is also relatively new. Fully sprinklered and hosting a working, licensed elevator, the building is easily remodeled into a childcare facility. In order to comply with licensing and building codes, all children under 30 months (infant and toddlers) will be co-located on the ground floor with new exit doors to the exterior from the classroom spaces. The upper level will host four preschool rooms. Mobility to the lower-level playground spaces will be through the east stairwell and the elevator, as the case may require. Child-friendly handrails are provided at all stairs. The existing basement contains mechanical rooms and is serviced by the elevator and two stairwell exits. Formerly a training room, the windowless space is being converted into a large motor (exercise activity) facility and not as a permanent classroom space. Large motor rooms are a common accessory function within many childcare centers. Overall, the building is well- adapted to meet the needs of New Horizon Academy. Figure 1: View from southwest entrance of the existing facility Figure 2: View of north property frontage Page 142 of 228 - 4 - Rylaur, LLC 14 Pheasant Lane North Oaks, MN 55127-2512 612-868-3636 We do not plan any major changes to the building or its essential character other than to remodel the existing entrance elements, creating a covered entry canopy to best transition parents and children to enter during inclement weather, as well as to create a “centering element.” We will remove what we believe was an added diamond-like device at the roof line and restore the original roof profile and materials. The new entrance is planned to look like this: Figure 3: Redeveloped entry feature PLAY SPACES New Horizon Academy is committed to well-designed play-spaces, ones that do not rely solely upon large motor skill equipment, but also some natural elements that invite a child’s explorative curiosity in keeping with their mission. The plans call for the three different play areas (infant, toddler, and preschool). Additionally, the play areas will utilize best practices for safety, and all exceed the licensing 1,500 minimum play space requirement. The play areas are all designed well above the licensing standard minimum areas (75 SF per child except infants that do not require dedicated play space), proposed to be sized as follows: (subject to final site design): · Infant area: 496 SF for 12 infants = maximum one room per play (crawl) session · Toddler Area: 3,718 SF for 28 children = maximum two rooms max per session · Preschool Area: 6,011 SF for 63 children = maximum 2 or 3 classrooms per session The surfacing of the play areas is entirely a cushioned, low maintenance artificial turf (fall zone) with a subsurface drainage weep system. FENCING, AMENITIES, LANDSCAPING AND SCREENING, AND SIGNAGE Each of the three age-segregated play areas are proposed to be fenced with a 6’-0” high black steel ornamental picket style (no screening or opacity) where not abutting a residential neighbor. In that situation, we propose a 6’-0” high opaque screen plastic fence on the mutual property boundary. Internal fences separating play spaces from each other are 5’ high (such as between Toddler and Preschool play-spaces. All fence gates would be secured with panic hardware and pool alarms. Page 143 of 228 - 5 - Rylaur, LLC 14 Pheasant Lane North Oaks, MN 55127-2512 612-868-3636 The proposed landscape is designed for a variety of species, densities and textures. Landscaping is not specifically called for within the play spaces due to lack of survivability in that environment. Based on an existing tree inventory provided by the City, many of the existing trees will be removed as either diseased or invasive. Several specimen trees have been preserved. The landscape will be fully irrigated with a system using water efficient technologies such as water saving sensors, a flow meter, and dripline in the planting beds. A new pedestrian link from the front entry to the public way is also being created, along with a bicycle rack to improve pedestrian access. A new fully enclosed trash enclosure and a small storage shed serving the preschool play area is also proposed, to be clad partially in brick to match the building sill height, with the remainder as steel siding. We are proposing to install a ground mounted monument style sign consistent with our prototypical standards, as well as one building mounted sign on the brick spandrel facing Brooklyn Boulevard. Figure 4: Proposed Monument Sign (or similar) PARKING AND CIRCULATION Section 35-5506 of the Unified Development Code does not appear to provide a specific parking requirement for childcare use, however it does prohibit parking in the designated front yard. Paragraph (d) thereunder states that for uses not covered by the list, the minimum shall be the number of “spaces as required for the most similar use as determined by the zoning administrator.” Consider the following evidence: 1. The existing lot comprises 64 stalls over 25,575 SF of paved surface area (53% of lot). 2. We propose a 41-stall facility over 15,445 SF (32% of lot area) with a hammerhead configuration at the northwest end adequate for fire apparatus turnaround. 3. The existing front yard parking and ATM drive through area comprise 7,748 SF (16% of lot area) for 15 cars. The proposed front yard parking lot configuration reduces the paving to 2,723 SF (6% of lot area) for 6 cars, a reduction of 10% of the total paved lot area and 9 fewer cars parked while preserving an emergency vehicle turnaround. 4. The total paved surface area is reduced by roughly 10,000 SF, totaling 20% of lot area, and 39% of the hard surface parking area, converting that savings to children’s play spaces and improved landscaping. Given this significant reduction of parking in the front yard, and the fact this is a building and site that predates the current zoning ordinance, we respectfully request a variance to the full elimination of parking in the front yard. The difference in parking lot configurations is best illustrated as follows: Page 144 of 228 - 6 - Rylaur, LLC 14 Pheasant Lane North Oaks, MN 55127-2512 612-868-3636 Figure 5: Proposed Existing to New Parking Lot Configuration Children are not dropped off at the sidewalk or parking lot. Every child is brought into the center by their caregivers. Stalls along the front of the building are typically reserved for this function, the peak time of which is 7-10 AM and 3:30 – 6:30PM. The time of stall occupancy is fairly short, typically 5-10 minutes maximum. New Horizon Academy has extensive experience understanding its parking needs along with other data to support our design. First, the Institute of Traffic Engineers (ITE) Parking Generation Manual has established three separate calculation metrics: · a rate of 0.24 spaces per student, Using 0.24 X 150 students = 36 parking stalls · An average of 2.45 stalls per 1,000 SF = 11,750 SF gross X 90% = 10,575 SF net/1,000 = 10.6 X 2.45 = 26 parking stalls · an average of 1.22 spaces per employee = 25 X 1.22 = 31 parking stalls Averaging these three factors yields a parking stall count of 31 stalls, less than the 42 stalls we are proposing. Second, New Horizon Academy has commissioned a traffic study of their existing East Apple Valley center of a similar occupant load (168 vs 150 here), to provide empirical evidence of the licensed occupant load calculations and their impact on parking. Please see attached traffic study. Following are the actual peak hour and 14-hour total traffic trip generation for a typical week at the existing centers of similar size and design: Page 145 of 228 - 7 - Rylaur, LLC 14 Pheasant Lane North Oaks, MN 55127-2512 612-868-3636 The following chart summarizes the density of use of the parking lot from the East Apple Valley center from 5:30 - 7:30: From this study, the maximum number of occupied parking spaces at any given time was 24, occurring at 8:00 AM during the morning peak. Further New Horizon Academy has tied the employment at any given time to occupant load factors and parking demands for employees. Please see attached letter referencing employment and parking. Finally, there is plenty of regional justification for a lower standard. First, this site is well served by public transit, whereas East Apple Valley is not, and we expect a larger percentage of mass transit users, both staff and families, at this location. Second, Rylaur has designed over 120 childcare centers around the city and country, and offers the following examples of parking densities for similarly designed and managed facilities in suburban locations: Page 146 of 228 - 8 - Rylaur, LLC 14 Pheasant Lane North Oaks, MN 55127-2512 612-868-3636 This analysis suggests an average of 4.14 occupants per stall, meaning our 42-stall parking lot could support 174 occupants, matching our planned capacity of 174 staff and children at 100% occupancy. As you can see from this comparative study, we are right in line with regional evidence and experience, providing more parking than other codes and traffic standards would allow. Based upon this evidence from three separate source calculations, we respectfully request the parking determination as acceptable to meet our planned demand. EASEMENT ADJUSTMENTS Since this site was originally part of a larger planned development, easements covering roughly 10% of the site area were created. Most of these easements are workable, however two adjustments to easements are required. Figure 6: Lot 2 Pond Access Easement Adjustments Page 147 of 228 - 9 - Rylaur, LLC 14 Pheasant Lane North Oaks, MN 55127-2512 612-868-3636 First, there is an existing access easement over the south and east parking lot to enable the City to access the pond on Lot 2 (shown in green, Figure 4). The east parking lot is being removed and replaced with preschool play areas. We request a portion of this easement be vacated (red), and the current easement extended to our new surmountable curb line (blue), illustrated as follows: Second, there is a utility easement across the south parking lot connecting to Brooklyn Boulevard, containing water and sewer (green, Figure 5). However, when constructed, the sewer line ended up taking a slightly different route, ending up outside the easement (yellow). We request to vacate that portion of the easement devoid of utilities (red), and relocate an easement over the existing sewer line (blue), illustrated as follows: Figure 7: Adjustment requested to sewer line easement NEXT STEPS New Horizon Academy, as a long-time employer and childcare service in the city, respectfully requests that: 1) to generally support the development as proposed, including a variance to the full elimination of the front yard parking; and 2) approval of the changes to the utility and access easements as generally described, and 3) to approve the Site Plan and Conditional Use permit as presented. Thank you for your consideration. If you have questions, or need additional information, please advise. END OF SUMMARY REPORT Attachments: New Horizon Traffic Study - Apple Valley, SEH, October 20, 2021 City Submittal Drawing Package Letter from New Horizon Academy describing challenges on finding sites in Brooklyn Center. Page 148 of 228 NEW HORIZON ACADEMY March 18, 2025 The City of Brooklyn Center Attn: Ginny McIntosh, Planning Manager 6301 Shingle Creek Parkway Brooklyn Center, MN 55430 gmcintosh@brooklyncentermn.gov RE: New Horizon Academy Condition Use Permit for 7100 Brooklyn Boulevard Dear Ms. McIntosh: I am writing in response to your request that New Horizon Academy address how we plan to satisfy the Conditional Use Permit Criteria for the new school to be located at 7100 Brooklyn Boulevard. Please see the responses to each of the items mentioned in Section 35-7703 of the Unified Development Ordinance: a.The conditional use will be in accordance with the general objectives, or with any specific objective, of the City's Comprehensive Plan and this UDO. NHA Response: We agree to the best of our knowledge and belief b. The establishment, maintenance, or operation of the conditional use will promote and enhance the general public welfare and will not be detrimental to or endanger the public health, safety, morals or comfort. NHA Response: We do not believe our facility to be detrimental or endanger_the public health, safety, morals or comfort. c.The conditional use will not be injurious to the use and enjoyment of other property in the immediate vicinity for the purposes already permitted, nor substantially diminish and impair property values within the neighborhood. NHA Response: We believe our conditional use will not be injurious to the use and enjoyment of other property in the immediate vicinity for the purposes already permitted, nor substantially diminish and impair property values within the neighborhood. d.The establishment of the conditional use will not impede the normal and orderly development and improvement of surrounding property for uses permitted in the district. NHA Response: We believe our proposed development does not impede the normal and orderly development and improvement of the surrounding property. New Horizon Academy• 3405 Annapolis Lane N. • Suite 100 • Plymouth, MN 55447 • (763) 557-1111 • Fax: (763) 383-6101 • newhorizonacademy.net Page 149 of 228 Page 150 of 228 Company Profile New Horizon Academy Our Family Cares About Your Family Page 151 of 228 New Horizon Academy Company Profile2 New Horizon Academy, a Minnesota family-owned and operated company, has been serving young children since 1971. Our founder, Sue Dunkley, began her career as an elementary school teacher. Sue knew she needed to provide a nurturing place for children to go before they ventured out into the big world and entered school, a place that would help them believe in themselves. That is why New Horizon was born. Today, Chad Dunkley, Sue’s son and one of New Horizon Academy’s first students, is our chief executive officer. Chad ensures that the commitment to excellence Sue strived for in New Horizon’s early years and the foundation that our company was built upon continue to be the cornerstone for each New Horizon Academy. Indeed, the entire mission, philosophy, and practices of New Horizon Academy are devoted to that commitment to excellence and the development of a healthy sense of self in every child enrolled in our programs. Because of our continuing love, belief, and dedication to children, we have flourished to become one of the nation’s most successful and respected providers of childcare and early education. As New Horizon Academy continues to grow and serve more families each year, we will always have family roots, a warm atmosphere, an open door, and a commitment to excellence. About Us Page 152 of 228 New Horizon Academy Company Profile 3 Our Mission To open “New Horizons” of self-esteem and potential for the little people entrusted to our care, their families, and our employees by providing and continuously improving the best child development on the planet! Company Highlights We strive to provide the best early childhood experiences for young children, building their confidence so they can become capable and resilient lifelong learners. But beyond our classrooms, we care about all children. We fight to ensure all children have access to high-quality early learning experiences in their most critical time of brain development. Our Vision Page 153 of 228 New Horizon Academy Company Profile4 Our Values Page 154 of 228 New Horizon Academy Company Profile 5 Company Milestones 2000s 1970s Founded by Susan and William Dunkley, New Horizon Nursery School opens. 2010s We continue our commitment to innovation and create the farm-to-table program for our schools. We are one of the first childcare organizations to make a commitment to the Partnership for a Healthier America. 1990s Our commitment to excellence continues with our acquisition of several schools in Idaho and the operation of 47 schools in Minnesota. Our schools earn accreditation from the National Association for the Education of Young Children (NAEYC). Our first onsite corporate school opens in Securian. A New Horizon “I believe each and every child deserves a new horizon.” - Susan Dunkley, Founder 1980s We are the first school to use sign language in infant classrooms to enhance communication and language development. 2018 We expand into the Iowa market by opening our downtown Des Moines school. 2019 We open another school in Boise, Idaho, by forming a partnership with The Salvation Army. 2019 Colorado expansion begins with opening our Centennial school. 2020 We continue to expand in Iowa and form a partnership with Pella Corporation. 2022 Nationwide expansion continues, and we open our first property in Kansas. Today We continue to thrive as one of the most successful and respected childcare providers. We currently operate over 100 nationally accredited schools in Minnesota, Idaho, Iowa, Colorado, and Kansas. All of our eligible schools are nationally accredited and many have earned the highest rating from QRIS programs. 2017 Most Admired CEO “We provide the best possible learning environment for children during their most formative years.” - Chad Dunkley, CEO Page 155 of 228 New Horizon Academy Company Profile6 “New Horizon Academy has been a trusted partner in the care and education of my children. I am thankful that I can drop my children off and leave with peace-of-mind that they are safe and well cared for every day! The curriculum is top notch. I am always amazed at what my children have learned.” - Rachel M., Parent at New Horizon Academy Our Leadership Team It is not an average mission to provide the best child development on the planet, but New Horizon Academy is not an average company. New Horizon Academy is an exceptional organization with an abiding commitment to excellence in every aspect of the programs and services we provide. We have a very strong and consistent leadership team. In fact, since 1971, our company has had only two CEOs. The founder and current president remains actively involved in the strategic direction and mission of the organization, and that consistent leadership provides a firm foundation from which we continue to flourish. All of our senior leaders have at least 10-20 years of industry experience, and many of our senior leaders have been with New Horizon Academy for over 20 years. Most of our directors have been with us for a decade or more. Page 156 of 228 New Horizon Academy Company Profile 7 About Chad Dunkley, Chief Executive Officer A passionate and published leader, speaker, and advocate, Chad Dunkley drives the strategy and culture of continuous improvement at New Horizon Academy. After earning a juris doctor degree from William Mitchell College of Law, Chad followed his mom’s footsteps into early care and education. He says the moment he held his infant son in his arms, he knew there was no more important work than providing the best early education programs for young children and their families. Throughout his career, Chad has earned international recognition as a leader. Chad was named a Most Admired CEO by the Minneapolis/ St. Paul Business Journal (2017) and an Exceptional Emerging Leader by the Child Care Information Exchange (2015). In 2004, the Minneapolis/St. Paul Business Journal recognized Chad as one of the region’s most outstanding leaders as one of their Forty Under 40 award recipients. Chad is co-chair of The Early Care and Education Consortium (ECEC), a nonprofit alliance representing over 7,000 multi-site and multi-state childcare programs nationally. Chad is also president of the Minnesota Child Care Association (MCCA), an executive board member of the Chad Greenway Lead the Way Foundation, and a board member of the Minnesota Business Partnership. Chad also completed a four- year term on the governing board of The National Association for the Education of Young Children (NAEYC) in 2017. Page 157 of 228 Leadership Team New Horizon Academy Company Profile8 Penny Allen Chief Financial Officer Penny serves as the chief financial officer for New Horizon Academy and Kinderberry Hill. In this role, Penny provides strategic leadership for the company’s business and finance functions, as well as for the management of its financial and capital resources. She oversees the areas that provide critical business functions including purchasing, payroll, financial reporting, accounts receivable and payable, revenue reporting and financial systems. Penny works collaboratively with all departments to help carry out the company’s mission of continuous improvement. Penny is a certified public accountant and received a B.A. in business administration from the University of Wisconsin-Madison. She began her career in public accounting, and prior to joining the company in 1994 worked in various accounting and finance roles. Penny was recognized in 2018 as a CFO of the Year honoree from the Minneapolis/St. Paul Business Journal. Jill Dunkley Executive Vice President and General Counsel Jill serves as the chief legal officer and the executive vice president for New Horizon Academy. She provides advice and counsel to all departments within the organization, including overseeing a broad range of legal issues, real estate matters, regulatory matters, employment, acquisitions, and reputational risks. Prior to joining New Horizon Academy, Jill was an attorney with Dunkley and Bennett, P.A., where her primary practice areas included corporate, real estate, securities, mergers and acquisitions, employment, and a variety of commercial transactions. Jill received her juris doctor degree from William Mitchell College of Law and a bachelor’s degree in international studies from Hamline University. Jill actively supports philanthropic events that are focused on improving the lives of children. Page 158 of 228 New Horizon Academy Company Profile 9 Jessie Watson Regional Vice President Jessie is responsible for all aspects of successful school operations in our multi-state market and employer-sponsored schools. She began her career at New Horizon Academy as a preschool teacher in 1990. After earning a BA in child psychology from the University of Minnesota, Jessie advanced to a director role before being promoted to district manager overseeing a district in Minnesota. As New Horizon Academy’s commitment to growth and expansion developed, Jessie was again promoted to regional vice president. As a previous validator, assessor, and presenter with NAEYC, Jessie remains closely involved with the national accreditation process. Jessie currently conducts NAEYC training for New Horizon Academy employees and participates in NAEYC’s Large System User Group. She is a member of and is on the Policy and Advocacy committee for the Early Childhood Education Association in Colorado. Kelly Ashton Regional Vice President Kelly has been with New Horizon Academy since 1987. She began her career as a preschool teacher, followed by director and district manager. Now as regional vice president for New Horizon Academy, Kelly oversees all school operations in Minnesota for over 60 programs, 6 districts and district managers, and over 1,000 employees. She has been on the board for Minnesota Childcare Association (MCCA) for over 20 years and acts as the conference chair for that organization, organizing two conferences a year open to all licensed childcare programs in Minnesota. She is a previous validator for both the National Association for the Education of Young Children (NAEYC) and the National Early Childhood Program Accreditation (NECPA). Kelly received her BS degree in home economics from the University of Nebraska. Page 159 of 228 New Horizon Academy Company Profile10 Cara Johnson-Bader Vice President of Marketing and Parent Experiences Cara Johnson-Bader is the vice president of marketing and parent experiences at New Horizon Academy. Cara is focused on enhancing the engagement of current and prospective families. Cara is responsible for corporate brand strategy, traditional and digital marketing, media and creative strategy, parent communication, as well as data analytics and business intelligence strategy. Cara joined New Horizon Academy in 2010 as director of parent experiences. She was promoted to vice president of marketing and parent experiences in 2017. Since then, Cara has led several initiatives to further the omnichannel marketing message of New Horizon Academy including a new website and best-in-class, modern digital marketing strategies to advance the organization’s reputation as a leader in the early childhood care and education industry. Cara has created and hosts a podcast called “Parenting Pickup,” and she is a featured columnist for Idaho Family Magazine, where she shares advice on everything from parent-child relationships to children’s behavior and parenting styles. Cara holds a B.A. from St. Catherine University. When not at work, Cara enjoys being the mother of two highly active boys who are themselves New Horizon Academy alumni. Carol Luo Vice President of Human Resources Carol joined New Horizon Academy in 2022 as the vice president of human resources. In this role, Carol leads the full-cycle human resources function supporting the operations of our schools in all markets. Carol believes in the power of relationships and leads through the lens of diversity, equity, inclusion, and belonging. She has a passion in developing people and strives to find collaborative ways to bridge intercultural differences. Prior to joining New Horizon Academy, Carol held key leadership positions across several industries: health care, consulting, manufacturing, commercial real estate, luxury hospitality, and non-profit. Carol brings to New Horizon Academy twenty years of extensive experience in all areas of HR. She holds a bachelor’s degree in human resource management, a master’s degree in industrial relations, and a globally-recognized Senior Professional in Human Resources (SPHR) certification. Carol is bilingual and speaks Mandarin Chinese. Carol enjoys volunteering in her community. She has served as commissioner at the Diversity, Equity and Inclusion Commission of Golden Valley City Council, and co-chaired the DEI Committee of the Parent Association Board at her daughter’s school. Page 160 of 228 New Horizon Academy Company Profile 11 “I was the director at a non profit center for about three years prior to NHA acquiring our program. At the time, I thought I loved my job and my staff were happy. We were terrified of NHA taking over. Turns out, it was the most amazing thing that could have happened to me, my staff, and families! There was so much support and communication throughout the transition! We had no idea what we were missing out on with our prior company! Fully stocked classrooms, a corporate office support team, and upper management that cared about my school and staff! I am still with NHA, now a District Manager, and am so grateful that my staff and I were able to stay with such an amazing company!” - Angie Omeilianchuk, District Manager Bev Bauman Vice President of Staff Development and Education Bev has been with New Horizon Academy since 1989 and has held many positions focusing on curriculum development and implementation, organizing professional development classes and conferences, all while overseeing the education team and early childhood mental health specialists. She previously served as the department chair of the early child program at Rasmussen College. Bev is a graduate of Moorhead University with a BS degree in elementary education and has a master’s degree in educational leadership. Her passion includes training New Horizon Academy and Kinderberry Hill employees on the many aspects of the early childhood field. Clare Sanford Vice President of Government and Community Relations Clare joined New Horizon Academy in 2015 and also serves as government relations chair for the Minnesota Child Care Association. As an advocate and lobbyist, she works to increase childcare access, quality, and affordability for young children, families, and the professionals who support them. She began her career teaching in a high-poverty elementary school in Houston, Texas, an experience that spurred her to learn more about the macro issues affecting low-income children and families in our society. Since then, she has held varied positions in the government, philanthropic, and non-profit sectors, all focused on young children and vulnerable families. Clare was recognized in 2018 with a Women in Business award from the Minneapolis/St. Paul Business Journal, and in 2019 as an Exchange Leader by Child Care Exchange magazine’s leadership initiative. Clare received her BA from St. Olaf College and her MPP from Harvard University’s Kennedy School of Government. Page 161 of 228 New Horizon Academy Company Profile12 Jonathan Thomas Vice President of Information Technology Jonathan Thomas has over twenty years of experience as a senior IT leader and program manager with multiple Fortune 200 companies. Joining New Horizon Academy in 2019, Jonathan brings experience successfully delivering mission- critical multimillion-dollar projects, developing high-performing teams, and leading diversity and inclusion efforts. Jonathan holds multiple technical and project management industry certifications. Jonathan has three children and four grandchildren, is a certified life coach, and leads mentorship and community outreach programs. John Rosen Vice President of Real Estate Development John joined New Horizon Academy in January of 2019 as vice president of real estate development. John leads the company’s effort to identify and secure new markets and site opportunities. In the 30 years John has been in the childcare industry, he has been involved in the development of over 250 schools and acquisitions of nearly 100 operating school businesses. Prior to joining New Horizon Academy, John was vice president of real estate and development for Primrose School Franchising Company where he managed the full real estate development function across the county. Primrose delivered 130 new schools during John’s time with the company. From 1990 through 2003, John was executive vice president of real estate services for ARAMARK Educational Resources where he was responsible for real estate development, financing, lease and asset administration, purchasing, and facilities and fleet management. During John’s time at AER, the company grew from 400 to 650 schools. John attended the University of Denver where he obtained a BS in real estate and construction management. Heidi Pross Senior Director of Construction and Facilities Heidi joined New Horizon Academy in June 2021 with over 30 years of experience in the design and construction of commercial buildings ranging from retail to material handling to jet engine testing facilities. As the senior director for construction and facilities for all New Horizon Academy and Kinderberry Hill locations, it is her responsibility to ensure that we have safe and clean facilities for our teachers and children. She brings her knowledge of the design and construction industry to continuously improve the energy-efficiency, cost, and aesthetic of our spaces. She has a degree in architectural engineering from Penn State and an MBA from the University of St. Thomas. Page 162 of 228 New Horizon Academy Company Profile 13 “The teachers, environment, and curriculum are absolutely wonderful! We are continually impressed by all the teachers and all that our son is learning! We love New Horizon Academy! - Valentia G., Parent at New Horizon Academy Page 163 of 228 New Horizon Academy Company Profile14 Why We’re Unique Commitment to Our Employees New Horizon Academy has been named a Top Workplace for six consecutive years and leads the industry in compensation and benefits. We retain the best early childhood educators by offering a 401(k) match, employer-sponsored health insurance, 50 percent off childcare tuition, paid time off, educational reimbursement and scholarships, and advancement opportunities. Commitment to Accreditation At New Horizon Academy, 100 percent of our eligible programs are accredited by the National Association for the Education of Young Children (NAEYC), the recognized gold standard in the field of early care and education. This is an accomplishment we are very proud of, and we are confident that no other provider of our size has achieved this same recognition. Highest Quality Rating New Horizon Academy is proud to receive the highest rating possible from each state’s quality rating and improvement system. Achieving the highest-quality rating means New Horizon Academy excels in essential standards that support quality learning for all children. Page 164 of 228 New Horizon Academy Company Profile 15 “I was worried about the transition from our current school to New Horizon Academy, but our directors and teachers stayed, they [New Horizon Academy] introduced an electronic communication app, new curriculum, and renovated the school. It was an amazing changeover. We liked our previous school, but we are now raving fans of New Horizon Academy. Our family fell in love with the new amenities and support systems. Way to go New Horizon Academy!” - Juan C., Parent at New Horizon Academy Quality Education Programs Our thoughtfully planned education programs are designed to meet the specific needs of the children enrolled in our schools. We currently use Creative Curriculum paired with the Teaching Strategies Gold Assessment process so parents can be actively engaged in their child’s growth and development. Creative Curriculum uses child-initiated learning focusing on the child’s interests, strengths, and learning styles. Creative Curriculum is a researched- based curriculum based on developmentally appropriate practices to enhance the learning in the classroom. Our goal is to help children become independent, self-confident, inquisitive learners. Teaching Strategies GOLD is the assessment tool that links with Creative Curriculum, which ensures parents can be actively engaged in their child’s growth and development. We use the Conscious Discipline social and emotional learning system. This multidisciplinary approach creates a sense of belonging, uses connection to teach self-regulation skills, and engages positive emotions to reduce stress and create an atmosphere of caring, encouragement, and meaningful contributions. Page 165 of 228 New Horizon Academy Company Profile16 In addition, SEEDS and Character Education are intertwined with the Creative Curriculum daily. SEEDS helps children develop the social, emotional, language, and literacy skills children need to be ready for kindergarten. Beginning at birth, interactions are the medium for all character development. As children grow, they are shaped and influenced in fundamental ways by the quality of interactions they experience with key adults in their lives. Our new Character-Building Curriculum is designed around six important pillars of character: Trustworthiness, Respect, Responsibility, Fairness, Caring, and Self- Discipline. These lessons are weaved into daily activities to help prepare your child to develop these critical skills. Innovative Partnerships Yale University We have partnered with Yale University on an evaluation of our menus, nutritional guidelines and practices, and other aspects of our food program to ensure the healthiest options are available to our children. Harvard Business School Harvard Business School analyzed the potential return on investment with the St. Paul Scholarship Model at our New Horizon Academy school on Rice Street in St. Paul, Minnesota. Page 166 of 228 New Horizon Academy Company Profile 17 “Change is hard, but New Horizon Academy hosted meet and greet events, sent continuous communication, and helped ensure a smooth transition. We have enjoyed the updates and upgrades and are excited about an upcoming facility renovation and new playground.” - Deshawn J., Parent at New Horizon Academy University of Minnesota We have partnered with the University of Minnesota Child Development Institute on a research project to evaluate the development of mindful thinking skills in young children. New Horizon Academy has also partnered with the University of Minnesota Center for Early Education and Development (CEED) to implement the SEEDS of School Readiness Emergent Literacy Curriculum in all New Horizon Academy classrooms. Minnesota Department of Health We participated in a Minnesota Department of Health pilot program called Learning About Nutrition Through Activities (LANA), which helped identify strategies for incorporating more fruits and vegetables into a young child’s diet. Partnership for a Healthy America New Horizon Academy partnered with the Partnership for a Healthier America and the Let’s Move campaign to promote healthier practices and to actively work to provide solutions to our nation’s increase in childhood obesity. Excellence in Customer Service Our mission is one of continuous improvement, and each year, we survey our families to gather their feedback. We consistently receive high scores on communication, curriculum, and learning progress. 98% of families recommend New Horizon Academy to friends, families, and co-workers. Commitment to Social Responsibility Giving back is foundational to our mission. We aspire to go above and beyond to make a positive impact in the lives of children, their families, our employees, and our community. We do this through our Caring Beyond the Classroom program. Our Caring Beyond the Classroom program helps children cultivate a lifelong commitment to service by offering activities, events, and opportunities that promote kindness and giving—all while promoting social responsibility, positive citizenship, empathy, and compassion. Dedication to Diversity, Equity, Inclusion, and Belonging As a company that prepares children to reach their fullest potential, we are committed to nurturing a more diverse and inclusive generation of young children where inclusion, acceptance, and belonging are recognized and practiced, where respect and fairness are the building blocks of our programs, and where children and employees know that when they are with us, they are safe, respected, and valued. Page 167 of 228 “The peace of mind it provides to me as a parent. Every day, I know I am sending my child to a place that provides good, healthy meals, structure, and an environment with individualized curriculum focused on helping her develop both intellectually and emotionally (e.g. how to deal with big feelings, share, etc). The teachers work tirelessly, support each other, and also genuinely care about my child. They are teaching her far more than I would be able to on my own. My daughter truly loves going to school. I am endlessly grateful for New Horizon!” - Parent at New Horizon Academy Page 168 of 228 New Horizon Academy Company Profile 19 A Culture of Health and Wellness At New Horizon Academy, we are committed to promoting a culture of wellness. To accomplish this goal, we provide a wide variety of health and wellness programs to support all employees—healthy snacks and meals, a walking program, an employee life assistance program, a financial education program for our educators, and so much more! Advocacy The leaders of our organization participate in several events to make childcare and the ECE field top of mind for our federal and state leaders. We are consistently finding ways for our leadership, as well as our staff and families, to advocate for investments in both the field and for our families. Page 169 of 228 November 2024 (763) 557-1111 info@nhacademy.net www.newhorizonacademy.netContact: The Best Decision You Can Make for Your Child Home Office: 3405 Annapolis Lane North Suite 100 Plymouth, MN 55447 Page 170 of 228 Page 171 of 228 Engineers | Architects | Planners | Scientists Short Elliott Hendrickson Inc., 3535 Vadnais Center Drive, St. Paul, MN 55110-3507 651.490.2000 | 800.325.2055 | 888.908.8166 fax | sehinc.com SEH is 100% employee-owned | Affirmative Action–Equal Opportunity Employer MEMORANDUM TO: Heidi Pross, Senior Director of Construction & Facilities – New Horizon Academy John Rosen, Vice President of Real Estate Development – New Horizon Academy FROM: Erin Jordan, PE (IA, MN, WI) Leo Johnson, EIT DATE: October 20, 2021 RE: New Horizon Academy Traffic Study - Apple Valley Facility SEH No. NHOAC 163219 14.00 BACKGROUND New Horizon Academy has requested that data be collected at the existing Apple Valley, MN facility located at 14088 141st St W. This facility has an approximate 10,700 gross floor area (GFA) and a student capacity of 172. The data would determine trips generated and parking required for a prototypical, approximately 85% occupied New Horizon Academy Facility. The purpose is to use this study as part of the approval process for the development of future New Horizon Academy projects and determine a specific parking generation rate for New Horizon Academy facilities. This memorandum provides a summary of the trips entering and exiting the daycare during a weekday, parking lot utilization for buses, parents, and staff, and drop-off/pick-up parking space occupancy times. On the day of data collection (Tuesday, September 14th, 2021), the facility was operating at approximately 83% occupancy with 143 students and there were 23 staff members in attendance. Based on information provided by New Horizon Academy, a facility is considered operating at a very high-capacity utilization at 85% occupancy; it is rare to have a facility 100% occupied. DATA COLLECTION Trip Generation On Tuesday, September 14th, 2021, turning movements entering and exiting the daycare were collected at the west driveway along 141st St W and the south driveway along Upper 141st St W from 5:30 AM to 7:30 PM. The peak hours of activity were found to be from 7:15 AM to 8:15 AM and from 4:30 PM to 5:30 PM. Table 1 summarizes the entering and exiting trips from the development during the peak hours and the 14-hour total. Table 1 – Entering and Exiting Volumes (2021) Time Period Entering Exiting Total AM (7:15 - 8:15 AM) 61 56 117 PM (4:30 - 5:30 PM) 54 64 118 Daily (14-hr total) 259 259 518 Figure 1 also shows the turning movements into and out of the daycare during the AM and PM peak hours as well as the 14-hour totals. The Attachment includes the raw turning movement count data for the 14-hour period. Note: Traffic Study Conducted for Existing New Horizon Academy (Apple Valley) — Data Generated Intended for Establishing Baseline Parking and Traffic Needs for Prototypical, 85% Occupied New Horizon Academy Page 172 of 228 2021 Existing Conditions 140th St W Upper 141st St W 141st St W 1 2 Project: NHOAC 163219 Figure1New Horizon Academ y, Apple Valley StudyMap by: ljohnsonProjection: NAD 1983 HARN DakotaSource: ESRI Print Date: 10/4/2021 Apple Valley, MN Path: X:\KO\N\NHOAC\163219\5-final-dsgn\51-drawings\90-GIS\Traffic\Figure 1 - 2021 Existing Conditions.mxd I Speedway Driveway 141st St 1 30 / (32) / [139]2 / (2) / [10]0 / (0) / [1] 3 / (4) / [21] 43 / (40) / [176] !"$West Driveway= >OP ³3 / (1) / [8] Upper 141st St South Driveway 2 1 / (3) / [17]13 / (9) / [52] 11 / (21) / [57] 11 / (6) / [37]!"$> =>= Intersection ID Turning MovementsOP X !"$Minor Street Stop Control XX / (XX) / [XX] AM Peak Hour Volume (7:15 - 8:15 AM)PM Peak Hour Volume (4:30 - 5:30 PM)Daily Volumes Page 173 of 228 New Horizon Academy Traffic Study October 20, 2021 Page 3 Parking Lot Occupancy Parking data was processed every 15 minutes during the peak pick up and drop off hours and every 30 minutes during non-peak periods. Parking data was collected by observing two traffic cameras filming the parking lot activity. There is a total of 31 parking spaces, including two accessible parking spaces and two school bus parking spaces. Figure 2 shows the parking lot occupancy from 5:30 AM to 7:30 PM for buses, staff, and parent activity. Figure 2 - Parking Lot Occupancy The maximum parking spaces occupied during the day was 24 spaces, which occurred at 8:00 AM. Once the PM pick-up period began, the maximum parking spaces occupied was 23 spaces, which occurred at 4:00 PM. These totals include the spaces occupied by school buses and staff and indicate that the current parking lot provides adequate capacity for the site. Duration of Parking Space Occupancy The amount of time vehicles were parked during the AM peak (drop-off) and PM peak (pick-up) times was measured from when the vehicle came to a stop in a parking space until the vehicle began exiting the parking space. Parking times were collected from video of the parking spaces in the northeast section of the parking lot between the daycare entrance and the daycare bus parking area, which was observed to have the highest pick-up/drop-off activity in the parking lot. The west and southeast portions of the parking lot were found to be used primarily by employees who parked for the day. 0 5 10 15 20 25 30 35 5: 3 0 A M 6: 0 0 A M 6: 3 0 A M 7: 0 0 A M 7: 3 0 A M 8: 0 0 A M 8: 3 0 A M 9: 0 0 A M 9: 3 0 A M 10 : 0 0 A M 10 : 3 0 A M 11 : 0 0 A M 11 : 3 0 A M 12 : 0 0 P M 12 : 3 0 P M 1: 0 0 P M 1: 3 0 P M 2: 0 0 P M 2: 3 0 P M 3: 0 0 P M 3: 3 0 P M 4: 0 0 P M 4: 3 0 P M 5: 0 0 P M 5: 3 0 P M 6: 0 0 P M 6: 3 0 P M 7: 0 0 P M 7: 3 0 P M Oc c u p i e d P a r k i n g S p a c e s Time Buses Staff Parents Total Available Parking Spaces (31) Page 174 of 228 New Horizon Academy Traffic Study October 20, 2021 Page 4 AM Peak Hour (Drop-off) · The average occupancy time was for 4 minutes 28 seconds · The median time was 5 minutes 59 seconds · The fastest a parent occupied a space was for 1 minutes 15 seconds · The slowest a parent occupied a space was for 7 minutes 40 seconds PM Peak Hour (Pick-up) · The average parent occupied a parking space for 6 minutes 10 seconds · The median time was 3 minutes 56 seconds · The fastest a parent occupied a space was for 1 minutes 43 seconds · The slowest a parent occupied a space was for 11 minutes 37 seconds Between the two peak hours, the average time a parent occupied a parking stall was 5 minutes and 19 seconds and the average median time was 4 minutes and 58 seconds. Table 2 shows the drop-off and pick-up parking space occupancy data. Table 2 – Duration of Parking Space Occupancy Count Drop-Off Parking Space Occupancy Time Pick-Up Parking Space Occupancy Time 1 0:07:03 0:07:12 2 0:06:17 0:03:32 3 0:03:39 0:11:37 4 0:02:54 0:05:55 5 0:03:17 0:06:02 6 0:05:52 0:06:17 7 0:06:38 0:09:41 8 0:03:29 0:05:59 9 0:03:30 0:03:21 10 0:02:55 0:07:53 11 0:05:29 0:05:08 12 0:03:01 0:04:21 13 0:03:45 0:11:04 14 0:03:49 0:07:58 15 0:05:05 0:04:00 16 0:05:17 0:06:43 17 0:07:40 0:07:47 18 0:03:47 0:08:28 19 0:04:04 0:04:04 20 0:06:22 0:05:13 21 0:02:29 0:03:38 22 0:07:32 0:04:17 23 0:07:06 0:01:43 24 0:02:47 25 0:02:58 26 0:05:44 27 0:03:14 28 0:01:15 29 0:03:34 30 0:03:56 31 0:04:17 32 0:04:38 33 0:04:13 Page 175 of 228 New Horizon Academy Traffic Study October 20, 2021 Page 5 PARKING GENERATION ITE Parking Generation Manual, 5th Edition The Institute of Transportation Engineers (ITE) conducts parking demand research and routinely publishes the findings and data in its Parking Generation Manual. This manual is one of the most used and accepted tools among traffic engineers to estimate parking demand for land uses. The ITE Parking Generation Manual, 5th Edition includes data for a Day Care Center and parking generation rates based on size of the facility, number of employees, and number of students. Table 3 summarizes the estimated parking generation using the ITE rates, assuming a 100% occupied Apple Valley facility with 27 employees and 172 students as a conservative approach. Table 3 – ITE Parking Generation Manual, 5th Edition Day Care Center – 100% Occupied Units (X) 1,000 SF GFA Employees Students Quantity 10.7 27 172 Rate (Stalls per X) 2.45 1.22 0.24 Parking Generation 26 33 41 New Horizon Academy Parking Generation The data collected at this New Horizon Academy facility revealed the parking demand specific to New Horizon Academy facilities. Mirroring the units provided in the ITE Parking Generation Manual, three parking generation rates were calculated based on the maximum parking occupancy (24), the size of the facility (10,700 SF), and number of employees (23) and students in attendance (143) on the day of observation. Rates were calculated using the following equations: 1,000 SF GFA Rate ÷ 1,000 = 24 ÷ 10,700 1,000 = !.!# 1,000 Employees Rate ÷ $ % & % ' ( ) = 24 ÷ 23 % = +.,# % Students Rate ÷ & % ' ( ) = 24 ÷ 143 = ,.+- Table 4 summarizes the New Horizon Academy specific parking generation using the calculated rates, assuming a 100% occupied facility with 27 employees and 172 students as a conservative approach. Table 4 – New Horizon Academy Parking Generation New Horizon Academy – 100% Occupied Units (X) 1,000 SF GFA Employees Students Quantity 10.7 27 172 Rate (Stalls per X) 2.24 1.04 0.17 Parking Generation 24 28 29 As shown in Tables 3 and 4, the ITE parking generations are comparable to the New Horizon Academy parking generations, with the ITE parking generation showing slightly higher demand. ITE best practices and engineering judgment recommends utilizing site-specific data whenever possible to determine parking generation for similar land uses to achieve the most appropriate designs. Page 176 of 228 New Horizon Academy Traffic Study October 20, 2021 Page 6 Using the New Horizon Academy parking generation rates, the recommended number of parking stalls recommended for a New Horizon Academy facility should be based on the maximum parking generation among the three units and for 100% occupancy. For example, the facility in Apple Valley requires a maximum of 29 parking stalls when the site is at 100% student capacity, which is accommodated with the available 31 parking stalls. It is recommended that planning efforts use the New Horizon Academy specific parking generation rates determined in this memo (see Table 4) to help define the number of parking stalls required for maximum capacity at future facilities. Attachments: · Turning Movement Counts c: Scott Blank, AIA-SEH x:\ko\n\nhoac\163219\8-planning\87-rpt-stud\final new horizon academy traffic study - apple valley facility memo_101521.docx Page 177 of 228 Attachment - Turning Movement Counts Page 178 of 228 Location: Count Date: Counted By: Start Time Left Thru Right Peds Left Thru Right Peds Left Thru Right Peds Left Thru Right Peds Int. Total 5:30 1 000000000000000 1 5:45 0000000000000000 0 6:00 1 000001 0000001 00 3 6:15 5 000002 000000000 7 6:30 3 000001 0001 00000 5 6:45 5 0000150001 001 00 13 7:00 8 000004 0001 00000 13 7:15 9 000007 0001 001 00 18 7:30 11 000019000000000 21 7:45 11 0000150002 00000 19 8:00 12 000009 0000002 00 23 8:15 7 0000150001 00000 14 8:30 3 000114000000000 9 8:45 2 000003 000000000 5 9:00 5 000002 000000000 7 9:15 4 0000031001 00000 8 9:30 0000001 0001 00000 2 9:45 1 000001 000000000 2 10:00 0000001 0000001 00 2 10:15 0000000000000000 0 10:30 0000000000000000 0 10:45 0000000000000000 0 11:00 1 000000000000000 1 11:15 0000001 0001 00000 2 11:30 0000011000000000 2 11:45 000001 0000000000 1 12:00 2 000001 000000000 3 12:15 1 000000000000000 1 12:30 0000002 0001 00000 3 12:45 0000001 000000000 1 13:00 0000001 000000000 1 13:15 00000000000001 00 1 13:30 0000000000000000 0 13:45 0000001 000000000 1 14:00 1 000000000000000 1 14:15 0000000000000000 0 14:30 1 000000000000000 1 14:45 0000001 000000000 1 15:00 00000000001 00000 1 15:15 3 000003 000000000 6 15:30 0000002 000000000 2 15:45 8 000001 0001 00000 10 16:00 5 000008 0002 00000 15 16:15 11 0000150001 00000 18 16:30 10 0000170000001 00 19 16:45 12 0000010 0001 00000 23 17:00 8 0000011 0001 00000 20 17:15 10 0000140002 00000 17 17:30 7 000005 000000000 12 17:45 7 000008 0001 00000 16 18:00 1 000002 000000000 3 18:15 0000001 000000000 1 18:30 0000000000000000 0 18:45 0000000000000000 0 19:00 0000000000000000 0 19:15 0000000000000000 0 Total1760001101391002100800 354 Cars+172000191350002000800 345 Trucks4000014100100000 10 2.3 0.0 0.0 0.0 0.0 10.0 2.9 100.0 0.0 0.0 4.8 0.0 0.0 0.0 0.0 0.0% Trucks New Horizon Apple Valley West Driveway 9/14/2021 LJ TURNING MOVEMENT COUNT DATA 141st St West Driveway 141st St Speedway Driveway Southbound Westbound Northbound Eastbound All Vehicles 2.82.3 3.3 4.8 0.0 Page 179 of 228 Location: Count Date: Counted By: Start Time Left Thru Right Peds Left Thru Right Peds Left Thru Right Peds Left Thru Right Peds Int. Total 5:30 0000000000001 000 1 5:45 0000000000000000 0 6:00 001 0000000000000 1 6:15 1 0 1 0001 000001 000 4 6:30 0000001 000001 000 2 6:45 1 0 2 0001 000003 000 7 7:00 3 0 2 0002 000002 000 9 7:15 2 0 3 0000000003 000 8 7:30 3 0 4 0000000002 000 9 7:45 3 0 1 0001 000004 000 9 8:00 3 0 5 0000000002 000 10 8:15 1 0 2 0000000001 000 4 8:30 002 0001 000001 000 4 8:45 001 0001 000000000 2 9:00 3 000000000000000 3 9:15 0000000000000000 0 9:30 0000000000000000 0 9:45 002 0000000000000 2 10:00 0000000000000000 0 10:15 0000000000000000 0 10:30 0000000000000000 0 10:45 0000000000000000 0 11:00 0000000000000000 0 11:15 0000000000000000 0 11:30 0000000000001 000 1 11:45 0000000000000000 0 12:00 0000000000000000 0 12:15 1 000001 000000000 2 12:30 0000000000000000 0 12:45 0000000000001 000 1 13:00 0000000000000000 0 13:15 002 0000000000000 2 13:30 0000000000000000 0 13:45 1 000000000000000 1 14:00 0000000000000000 0 14:15 0000000000001 000 1 14:30 002 0001 000000000 3 14:45 0000001 000000000 1 15:00 1 0 1 0000000001 000 3 15:15 001 0000000000000 1 15:30 0000000000000000 0 15:45 001 0001 000001 000 3 16:00 1 0 3 0000000004 000 8 16:15 2 0 4 0000000000000 6 16:30 4 0 3 0000000001 000 8 16:45 4 0 3 0001 000003 000 11 17:00 4 0 1 0002 000001 000 8 17:15 9 0 2 0000000001 000 12 17:30 5 0 1 0002 000001 000 9 17:45 5 0 1 0000000000000 6 18:00 001 0000000000000 1 18:15 0000000000000000 0 18:30 0000000000000000 0 18:45 0000000000000000 0 19:00 0000000000000000 0 19:15 0000000000000000 0 Total57052000170000037000 162 Cars+54052000160000035000 157 Trucks3000001000002000 6 5.3 0.0 0.0 0.0 0.0 0.0 5.9 0.0 0.0 0.0 0.0 0.0 5.4 0.0 0.0 0.0% Trucks New Horizon Apple Valley South Driveway 9/14/2021 LJ TURNING MOVEMENT COUNT DATA South Driveway Upper 141st St 0 Upper 141st St Southbound Westbound Northbound Eastbound All Vehicles 3.72.8 5.9 0.0 5.4 Page 180 of 228 S89°42'00"W 230.72 S0 0 ° 1 8 ' 0 0 " E 16 4 . 9 8 N 3 6 ° 4 7 ' 3 0 " W 3 2 . 7 2 1 7 2 . 0 2 Δ = 0 ° 2 5 ' 5 1 " R = 2 2 8 7 6 . 3 2 351.96 N89°42'00"E 49 . 9 95.3 65 . 0 80.1 6 . 9 3.1 7.7 3. 1 7 . 0 N36 ° 2 6 ' 0 4 " W 13.5 6 1 3 2 . 1 3 Δ = 1 ° 0 9 ' 3 8 " R = 6 5 2 3 . 9 4 326.15 28.20 202.52 RYLAUR, LLC 14 PHEASANT LANE NORTH OAKS, MN 55127 P: 612.868.3636 philger@rylaur.com PROJECT INFORMATION: CLIENT INFORMATION: Sheet No NEW HORIZON ACADEMY 7100 BROOKLYN BLVD. BROOKLYN CENTER NEW HORIZON ACADEMY ANAPOLIS AVE PLYMOUTH, MN SHEET TITLE: Drawn By: VJH Project Architect: Drawing History/Revisions: Drawing Date: Checked By: APH 03.11.2025 A. PETER HILGER, AIA 2025 RYLAUR, LLCC A001 PRELIMINARY SITE PLAN 1 SITE PLAN SCALE: 1" = 20'-0" 17 Stalls @ 9'-0" each Tras h Bldg RENOVATED CHILDCARE CENTER Infant Yard 42 PARKING STALLS RYLAUR, LLC 14 PHEASANT LANE NORTH OAKS, MN 55127 P: 612.868.3636 philger@rylaur.com PROJECT INFORMATION: CLIENT INFORMATION: Sheet No NEW HORIZON ACADEMY 7100 BROOKLYN BLVD. BROOKLYN CENTER NEW HORIZON ACADEMY ANAPOLIS AVE PLYMOUTH, MN SHEET TITLE: Drawn By: VJH Project Architect: Drawing History/Revisions: Drawing Date: Checked By: APH A. PETER HILGER, AIA 2025 RYLAUR, LLCC SITE DEMO KEYNOTES DEMOLISH TRASH ENCLOSURE NEW ACCESS POINT VIA EASEMENT WITH NEW SURMOUNTABLE CURB1 # A TERMINATE, ABANDON & REMOVE THIS HYDRANTB DEMOLISH EXISTING CURBING AS INDICATED IN BLUEC EXISTING PARKING STALLS OMITTED AS INDICATED IN BLUED DEMOLISH BANK TELLER ISLAND IN ITS ENTIRETYE DEMOLISH EXISTING TREES & APPLICABLE BUSHES, ETC. AS INDICATED IN BLUE REFER TO LANDSCAPE PLAN FOR FULL REMOVAL SCOPE F DEMOLISH EXISTING CANOPY (PERIMETER BLDG OVERHANG TO REMAIN)G DEMOLISH NIGHT DEPOSIT BOX REFER TO SHEET A201 FOR FACADE RENOVATIONH OMIT STRIPPED ACCESS AISLE & HC PARKING SIGNS & STALLS AT THIS LOCATIONI 1 4 S t a l l s @ 9 ' E a 45'-0" 1 1 ' - 4 " 16'- 0 " 4 2 19 17 A B C C C C C C C E D D D D D D FFFFF FF F G H I RELOCATE EXISTING LIGHT POLE (Qnty = 3) SEE KEYNOTE #13 FOR NEW LOCATIONSJ J J J ABANDON THIS EASEMENT AND ACCESS POINT SURFACE TO DRAIN SOUTHK K NEW PARKING LOT CURBING2 NEW PARKING STALLS3 2 2 2 2 2 3 3 DEMOLISH EXISTING MONUMENT SIGNL L NEW MONUMENT SIGN SEE 2/A0014 4 5 NEW ENTANCE CANOPY & PILLARS5 NEW BLACK METAL PICKET PLAY YARD FENCE INDICATED ON PLANS AS6 7 NEW BLACK METAL PICKET PLAY YARD FENCE ONTOP OF 12" wide FLAT CONC. CURB EDGING - SEE 9/A0027 30 7 7 INSTALL FENCE AROUND EXISTING ELECTRICAL TRANSFORMER8 8 NEW OUTDOOR STORAGE BUILDING SEE 5/A001 10 11 12 NEW ENCLOSED TRASH ENCLOSURE BUILDNG w/CONC. APRONS - SEE 4/A00112 REPLACE EXISTING RAILNG ONTOP OF EXISTING STAIRWELL WALL w/NEW BLACK METAL PICKET FENCE9 9 11 10 EXISITNG GENERATOR TO REMAIN REFER TO LANDSCAPE PLAN FOR NEW PLANTINGS RELOCATED LIGHT POLE AS INDICATED ON PLANS SEE PHOTOMETRICS PLAN13 13 13 13 SITE PLAN KEYNOTES# NEW CONC. SIDEWALK14 14 14 14 14 NEW HARDSCAPE IN TODDLER PLAY YARD (CONC.)15 15 16 NEW HARDSCAPE IN PRESCHOOL PLAY YARD (CONC.)16 INFANT PLAY YARD 565 TOTAL SF @ 35 SF PER CHILD = 16 CHILDREN w/ FALLZONE AREA = 380 SF / HARDSCAPE = 185 SF 17 TODDLER PLAY YARD 3630 TOTAL SF @ 75 SF PER CHILD = 48 CHILDREN w/ FALLZONE AREA = 2635 SF / HARDSCAPE = 995 SF 18 PRESCHOOL PLAY YARD 6300 TOTAL SF @ 75 SF PER CHILD = 84 CHILDREN w/ FALLZONE AREA = 4885 SF / HARDSCAPE = 1415 SF 19 17 Toddler Yard18 Preschool Yard19 PASSIVE PLAY YARD GATE20 EXIT PLAY YARD GATE w/PANIC HARDWARE21 2020 21 21 SITE STATISTICS BASMENT LEVEL AREA =1866 sf MAIN LEVEL AREA = 6062 sf UPPER LEVEL AREA =6065 sf TOTAL BUILDING AREA =13,993 sf PARKING STALLS =42 Stalls Strg EXISTING PORTION OF CONC. SIDEWALK TO REMAIN. PROTECT DURING CONSTRUCTION22 18'-0"24'-0"18'-0" 18 ' - 0 " 27 ' - 7 " ± 18 ' - 0 " 19 Stalls @ 9'-0" each F 9' - 0 " 9' - 0 " 9' - 0 " 7 5' - 0 " 10 ' - 0 " 12'-0"6 7 6 1414Existing Sidewalk to Remain REMOVE EXISTING FLAG POLEM M 26 REMOVE EXISTING SIDEWALK ON THIS PROPERTYN N 22 NEW EXIT DOOR w/STOOP23 23 23 232323 EXISTING EXTERIOR DOOR TO REMAIN24 24 24 EXISTING BASEMENT EXIT - DOOR & STAIRWELL TO GRADE TO REMAIN25 25 20 BICYCLE PARKING DERO HITCH OR SIMILAR - SEE 1/A00226 14 ILLUMINATED EXTERIOR WALL MOUNTED SIGN 65 SF27 PAVMENT STRIPPING FOR PUBLIC WAY CROSSING28 28 2 22 27 NEW SIDEWALK OUT TO PUBLIC WAY w/ADA CURB RAMPS29 29 THIS 152'-0" long FENCE LENGTH TO BE 6'-0" PVC FULL SCREEN FENCE - REFERENCE 10/A002 NEW BLACK PVC SCREEN WALL FENCE ONTOP OF 12" wide FLAT CONC. CURB EDGING - SEE 10/A00230 30 30 7001 BROOKLYN BLVD BROOKLYN CENTER, MN SHEET INDEX A001 General Sheets CONSULTANT INDEX Client COVER SHEET & SITE DETAILS NEW HORIZON ACADEMY HEIDI PROSS 3405 ANNAPOLIS LANE NORTH SUITE 100 PLYMOUTH, MN 55447 P: 763-383-6216 Email: hpross@nhacademy.net Architect RYLAUR, LLC A. PETER HILGER, AIA 14 PHEASANT LANE NORTH OAKS, MN 55127 P: 612-868-3636 Email: philger@rylaur.com Photometrics C0.0 C0.1 TITLE SHEET PROJECT NOTES 3.11.2025 City Submittal C1.0 REMOVALS PLAN CIVIL DETAILS SWPPP - EXISTING CONDITIONS CIVIL DETAILS CIVIL DETAILS SWPPP - PROPOSED CONDITIONS C3.0 GRADING PLAN UTILITY PLANC4.0 C5.0 C5.1 C5.2 SW1.0 SW1.1 SW1.2 SW1.3 SWPPP - NARRATIVE SWPPP - DETAILS A002 SITE DETAILS Landscape Design SIMONET DESIGN CARMEN SIMONET, PLA P: 651-695-0273 Email: carmen@simonetdesign.com Civil Engineer CIVIL SITE GROUP DAVID KNAEBLE 5000 GLENWOOD AVENUE GOLDEN VALLEY, MN 55422 P: 763-234-7523 Email: dknaeble@civilsitegroup.com STEEN ENGINEERING, INC. JOHN ALSETH STEEN ENGINEERING 5430 DOUGLAS DRIVE NORTH MINNEAPOLIS, MN 55429 P: 763-235-4796 Email: johna@steeneng.com Civil Sheets C2.0 SITE PLAN EXTERIOR ELEVATIONS EXTERIOR ELEVATIONS EXTERIOR ELEVATIONS LOWER LEVEL BASEMENT PLANA100 A200 A201 A202 Architectural Sheets MAIN GRADE LEVEL PLANA101 UPPER LEVEL PLANA102 L1 LANDSCAPE PLAN Landscape Sheets BUILDING SECTIONSA301 BUILDING SECTIONSA302 L2 LANDSCAPE DETAILS L3 LANDSCAPE NOTES Page 181 of 228 T/Monument Sign 6'-0" T/Cap 2'-0" Grade BRICK VENEER T/Footing See Struct T/Parapet 10'-11" T/Cap 2'-10" T/Parapet 10'-11" Floor Slab T/Stone 2'-10" T/Service Dr 7'-4" T/Parapet 10'-11" T/Stone 2'-10" Pavement Roll Up Dr 8'-0" T/Rear Wall CMU 10'-0" Trash Encl Conc. Slab T/Footing See Struct8" high x 8" thick CONC. BLOCK FOUNDATION WALL PER STRUCTURAL CONC. APRON ON COMPACTED BASE PITCH AWAY FROM BLDG PAVEMENT CONC. TRASH ENCLOSURE SLAB, SLOPED TO FRONT SEE STRUCTURAL T/Front Wall CMU 10'-0" T/Stone 2'-8" T/Masonry Opening 7'-4" 2 x 8 RAFTERS - SEE STRUCTURAL EXPANSION JOINT CONC FOOTING PER STRUCTURAL COVER RIGID INSULATION w/METAL CAP FLASHING & RUN UP CMU WALL BEHIND BRICK ASSEMBLY 2" RIGID INSULATION TO PREVENT STONE HEAVING PERIMETER BRICK WAINSCOT HORIZONTAL METAL SIDING 15 COURSES 8" high x 8" thick CMU BLOCK WALL 2 x 10 LEDGER T/Parapet 10'-11" 1' - 0 " METAL COPING TO EXTEND DOWN AND OVER TOP OF CMU RIB TREATED 2x LEDGER w/JOIST HANGER CONNECTION SEE STRUCTURAL U-SHAPE METAL SCUPPER w/DRIP LIP Trash Enclosure 8" 1' - 0 " 8 ' - 0 " O v e r h e a d D o o r M . O . INSTALL INSULATION CRICKETS SLOPING TO REAR SCUPPER INSTALL INSULATION CRICKETS SLOPING TO REAR SCUPPER METAL CAP FLASHING OVER TOP BRICK (3) TREATED TOP PLATES ALONG REAR METAL COPING TO EXTEND DOWN TO & OVER CMU RIBBED FACADE PLANE TREATED 2 x 6 INTERIOR BUCKS BOND BEAM COURSE Trash Enclosure RM 001 180 sf Roofed Outodoor Storage RM 002 120 sf © RYLAUR, LLC 14 PHEASANT LANE NORTH OAKS, MN 55127 P: 612.868.3636 philger@rylaur.com PROJECT INFORMATION: CLIENT INFORMATION: Sheet No NEW HORIZON ACADEMY ANAPOLIS AVE PLYMOUTH, MN SHEET TITLE: Drawn By: VJH Project Architect: Drawing History/Revisions: Drawing Date: Checked By: APH 03.11.2025 A. PETER HILGER, AIA 2025 RYLAUR, LLCC A002 SITE DETAILS 6 LOWER LEVEL BASEMENT PLAN TRASH ENCLOSURE FRONT ELEVATION Project Architect: C 7 TRASH ENCLOSURE SIDE ELEVATION SCALE: 3/8" = 1'-0"8 TRASH ENCLOSURE REAR ELEVATION SCALE: 3/8" = 1'-0" 3 TRASH ENCLOSURE SECTION SCALE: 1/2" = 1'-0"4 TRASH ENCLOSURE PLAN SCALE: 3/8" = 1'-0" 2 MONUMENT SIGN SCALE: 1/2" = 1'-0" 5 OUTDOOR STORAGE PLAN SCALE: 3/8" = 1'-0" 3 A002 3 A002 6 A002 5 A002 7 A002 7 A002SIM 5 A002 SIM 7 A002 SIM 3 A002 1 BIKE RACK SCALE: 1/2" = 1'-0" DERO "HITCH" BIKE RACK OR SIMILAR (1) BIKE RACK - SEE A/A001 FOR LOCATION 3 A002 METAL HORIZONTAL SIDING METAL CAP FLASHING METAL ROOF COPING METAL OVERHEAD DOOR BRICK WAINSCOT TO MATCH EXISTING BUILDING GALVANIZED STEEL DOOR SCUPPER OPENING CONC. FILLED STEEL BOLLARDS 10 SCREEN FENCE SCALE: N.T.S. 9 PICKET FENCE SCALE: N.T.S. BLACK METAL PICKET FENCE & MATCHING PLAY YARD GATES 6' - 0 " T a l l A b o v e G r a d e BLACK PVC HORIZONTAL SCREENWALL PRIVACY FENCE 6' - 0 " T a l l A b o v e G r a d e Page 182 of 228 S89°42'00"W 230.72 S0 0 ° 1 8 ' 0 0 " E 16 4 . 9 8 N 3 6 ° 4 7 ' 3 0 " W 3 2 . 7 2 1 7 2 . 0 2 Δ = 0 ° 2 5 ' 5 1 " R = 2 2 8 7 6 . 3 2 351.96 N89°42'00"E 49 . 9 95.3 65 . 0 80.1 6 . 9 3.1 7.7 3. 1 7 . 0 2 Story Brick Sided Building Foundation Area = 6,127 +/- Sq. Ft. Existing Building Existing Building Bituminous Parking Lot Bituminous Parking Lot Bituminous Parking Lot Bi t u m i n o u s P a r k i n g L o t B i t u m i n o u s P a t h B i t u m i n o u s P a t h ( A P u b l i c R / W ) B R O O K L Y N B O U L E V A R D ( C O U N T Y R O A D N O . 1 5 2 ) 12" P V C 6" PVC 12" PVC 3 3 " R C P 2 7 " R C P ( P e r R e c . ) 1 2 " R C P ( P e r R e c . ) 27" RCP (Per Rec.) 8 " W M ( P e r R e c . ) 8 " W M ( P e r R e c . ) 1 2 " R C P ( P e r R e c . ) 1 2 " R C P ( P e r R e c . ) 15" R C P (Pe r R e c . ) 6" WM (Per Rec.) 6" WM (Per Rec.) 6" W M ( P e r R e c . ) 11 1 5 5 8 10 19 7 2 5 M o n u m e n t S i g n Concrete Steps Co n c r e t e W a l k w a y Co n c r e t e W a l k w a y [A] Concrete Walkway Crosses Property Line A c c e s s Generator Water Service (Per Rec.) Concrete Chain Link Fence [B] Chain Link Fence Crosses Property Line [C] Chain Link Fence Crosses Property Line Trash Enclosure Landscaping Rock C o l u m n O v e r h a n g Ov e r h a n g Ov e r h a n g Concrete Retaining Wall Edge of Woods Edge of W o o d s Edge of Woods Edge of Woods Edge of Ice Edge of Ice [13] Drainage and Utility Easement Per Doc. No. 5122813 [12], [13] Drainage and Utility Easement Per Doc. Nos. 5036941 and 5122813 [ 1 6 ] H i g h w a y E a s e m e n t P e r D o c . N o . 8 6 6 0 1 2 7 [14] Vehicular Parking Easement Per Doc. No. 5268706 [17] Access Easement Per Doc. No. 11188033 Pond PID: 2711921320004 Address: Unassigned Owner: Brooklyn Ctr Meth Ch PID: 2711921320058 Address: 4513 71st Ave N Owner: Amy Yang PID: 2711921320059 Address: 4507 71st Ave N Owner: Gorpu Daniels/James Gbanjah PID: 2711921320060 Address: 4501 71st Ave N Owner: T Christensen/R Chistensen PID: 2711921320061 Address: 4419 71st Ave N Owner: W R Lindig & K S Lindig PID: 2711921320062 Address: 4413 71st Ave N Owner: James Campbell PID: 2711921330080-2711921330096 Address: Multiple Owner: Multiple PID: 2711921330097 Address: 7100 Brooklyn Blvd PID: 2711921330098 Address: Unassigned Owner: City of Brooklyn Center Found 1/2 Inch Open Iron Pipe Found Nail W/ Flagging Found 1/2 Inch Iron Pipe W/ Illegible Cap Found Rebar Overhang ( P l a t = 3 2 . 7 5 ) (Plat=230.80) ( P l a t = 1 7 1 . 9 7 ) 1 2 " R C P ( P e r R e c . ) 1 2 " R C P ( P e r R e c . ) N36 ° 2 6 ' 0 4 " W 13.5 6 1 3 2 . 1 3 Δ = 1 ° 0 9 ' 3 8 " R = 6 5 2 3 . 9 4 N 3 7 ° 3 5 ' 4 2 " W 6 0 . 4 8 8" P V C Sanitary Service (Per Rec.) 326.1525.81 28.20 202.52 [1 3 ] D r a i n a g e a n d U t i l i t y Ea s e m e n t P e r D o c . N o . 51 2 2 8 1 3 [ 1 2 ] , [ 1 3 ] D r a i n a g e a n d U t i l i t y E a s e m e n t P e r D o c . N o s . 5 0 3 6 9 4 1 a n d 5 1 2 2 8 1 3 [13] Drainage and Utility Easement Per Doc. No. 5122813 [13] Drainage and Utility Easement Per Doc. No. 5122813 [12], [13] Drainage and Utility Easement Per Doc. Nos. 5036941 and 5122813 [ 1 5 ] S i d e w a l k E a s e m e n t p e r D o c . N o . 6 6 7 8 1 1 8 DESCRIPTION OF PROPERTY SURVEYED Lot 1, Block 1, 7100 Corporate Plaza 2nd Addition, as platted and recorded. Hennepin County, Minnesota Abstract Property GENERAL SURVEY NOTES 1.Bearings are based on the Hennepin County Coordinate System (1986 Adjustment). 2.Elevations are based on the NGVD 29 Datum. Site Benchmark is the top nut of the fire hydrant located on the northeasterly side of Brooklyn Boulevard, approximately 27 feet northeast from the northwest corner of the subject property, as shown hereon. Elevation = 869.78. 3.We have shown the location of utilities to the best of our ability based on observed evidence together with evidence from the following sources: plans obtained from utility companies, plans provided by client, markings by utility companies and other appropriate sources. We have used this information to develop a view of the underground utilities for this site. However, lacking excavation, the exact location of underground features cannot be accurately, completely and reliably depicted. Where additional or more detailed information is required, the client is advised that excavation may be necessary. Also, please note that seasonal conditions may inhibit our ability to visibly observe all the utilities located on the subject property. ALTA/NSPS LAND TITLE SURVEY NOTES (numbered per Table A) 1.Monuments placed and/or found at all major corners of the boundary of the surveyed property as shown hereon. 2.Site Address: 7100 Brooklyn Boulevard, Brooklyn Center, Minnesota 55429. 3.This property is contained in Zone X (area determined to be outside the 0.2% annual chance floodplain) per Flood Insurance Rate Map, Community Panel No. 27053C0204F, effective date of November 4, 2016. 4.The gross land area is 48,095 +/- square feet or 1.104 +/- acres. Right of Way Easement Area= 4,397 +/- square feet or 0.101 +/- acres. Total Area Minus Right of Way= 43,698 +/- square feet or 1.003 +/- acres. 7.(a) Exterior dimensions of buildings at ground level as shown hereon. (b)(1) Square footage of exterior footprint of buildings at ground level as shown hereon. 8.Substantial features observed in the process of conducting the fieldwork as shown hereon. Please note that seasonal conditions may inhibit our ability to visibly observed all site features located on the subject property. 9.The number of striped parking stalls on this site are as follows: 61 Regular + 3 Handicap = 64 Total Parking Stalls. 13.The names of the adjoining owners of the platted lands, as shown hereon, are based on information obtained from the Hennepin County Interactive Property Map. SURVEY REPORT 1.This map and report was prepared with the benefit of a Loan Policy of Title Insurance issued by First American Title Insurance Company National Commercial Services, Commitment No. NCS-1250338-KCTY, Date of Policy: February 2, 2025. We note the following with regards to Schedule B II Exceptions of the herein referenced Proforma: a. Item no.'s 1-11 and 18-21 are not survey related. b. The following are numbered per the referenced Title Commitment: [12].Drainage and utility easements as shown on the recorded plat of 7100 Corporate Plaza, recorded September 27, 1985, as Document No. 5036941. Easements are located around the perimeter of the subject property, as shown hereon. [13].Drainage and utility easements as shown on the recorded plat of 7100 Corporate Plaza 2nd Addition, recorded June 24, 1986, as Document No. 5122813. Easements are located around the perimeter and a middle portion of the subject property, as shown hereon. [14].Covenants, conditions, restrictions, obligations and easements as contained in Declaration dated March 18, 1987, filed May 15, 1987, as Document No. 5268706. Document creates an easement for vehicular parking and for constructing, repairing, and maintaining an asphalt parking surface with the benefit to Lot 1 Block 1, 7100 Corporate Plaza 2nd Addition. Easement is located over the Easterly 3 feet of Lot 2 Block 1, 7100 Corporate Plaza 2nd Addition, as shown hereon. [15].Terms, conditions and easement for sidewalk purposes, including any incidental rights, in favor of the City of Brooklyn Center, a Minnesota municipal corporation, as contained in Easement/Agreement for Sidewalk Maintenance and Liability, dated June 7, 1985, recorded December 26, 1996, as Document No. 6678118. This easement covers the westerly 8 feet of the subject property as shown hereon. [16].Terms, conditions and easement for highway purposes, including any incidental rights, in favor of the County of Hennepin, as contained in Final Certificate - Parcel Nos. 29, 30, 31, and 32, dated September 22, 2005, filed September 23, 2005, as Document No. 8660127. Document creates a highway easement located over the southwesterly portion of the subject property, a shown hereon. [17].Terms, conditions and easements, including any incidental rights, in favor of the City of Broolkyn Center, a Minnesota municipal corporation, as contained in Access Easement and Utility Facilities Agreement, dated March 16, 2023, recorded March 16, 2023, as Document No. 11188033. Access easement benefiting Lot 2, Block 1, 7100 Corporate Plaza 2nd Addition, is located through the middle portion of the subject property, as shown hereon. 2.Conflicts such as (but not limited to): encroachments, protrusions, access, occupation, and easements and/or servitudes: [A].Concrete walkway crosses the north line of the subject property, as shown hereon. [B].Chain link fence crosses the north line of the subject property, as shown hereon. [C].Chain link fence crosses the east line of the subject property, as shown hereon. ALTA CERTIFICATION To: 7100 Brooklyn Blvd LLC, a Minnesota limited liability company; New Horizon Real Estate Development 6, LLP, a Minnesota limited liability partnership; First American Title Insurance Company National Commercial Services: This is to certify that this map or plat and the survey on which it is based were made in accordance with the 2021 Minimum Standard Detail Requirements for ALTA/NSPS Land Title Surveys, jointly established and adopted by ALTA and NSPS, and includes Items 1, 2, 3, 4, 7(a), 7(b)(1), 8, 9, and 13 of Table A thereof. The fieldwork was completed on 1-31-2025. Dated this 5th day of February, 2025. ________________________________________________________ Rory L. Synstelien Minnesota License No. 44565 rory@civilsitegroup.com VICINITY MAP 71 0 0 B r o o k l y n B o u l e v a r d Br o o k l y n C e n t e r , H e n n e p i n C o u n t y , M i n n e s o t a 5 5 4 2 9 14 P h e a s a n t L a n e , N o r t h O a k s , M i n n e s o t a 5 5 1 2 7 Ry l a u r , L L C PR O J E C T PROJECT NO.: 25020.00 COPYRIGHT 2025 CIVIL SITE GROUP INC.c REVISION SUMMARY DATE DESCRIPTION V1.0 ALTA/NSPS LAND TITLE SURVEY 4-3-2025 Update Title Commitment .. .. .. .. .. N 44565 RORY L. SYNSTELIEN LICENSE NO.DATE I HEREBY CERTIFY THAT THIS SURVEY, PLAN, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED LAND SURVEYOR UNDER THE LAWS OF THE STATE OF MINNESOTA. 2-5-2025 N CL I E N T civilsitegroup.com QA/QC FIELD CREW DRAWN BY REVIEWED BY UPDATED BY DP/MG DS CJ . OVERHEAD UTILITIES GASMAIN SANITARY SEWER STORM SEWER FIBER/COMM. LINE ELECTRIC LINE (RECORD) WATERMAIN ELECTRIC LINE GASMAIN (RECORD) CHAINLINK FENCE LINE Linetype & Symbol Legend CONCRETE SURFACE PAVER SURFACE BITUMINOUS SURFACE GRAVEL/LANDSCAPE SURFACE IRON FENCE LINE GUARDRAIL WATERMAIN (RECORD) SANITARY SEWER (RECORD) STORM SEWER (RECORD) FIBER/COMM. LINE (RECORD) TELEPHONE LINE (RECORD) TELEPHONE LINE SIGN SANITARY MANHOLE STORM MANHOLE CABLE TV BOX TELEPHONE MANHOLE ELECTRIC TRANSFORMER TELEPHONE BOX TRAFFIC SIGNAL GAS METER ELECTRICAL METER WATER MANHOLE WATER VALVE AIR CONDITIONER BOLLARD CATCH BASIN ELECTRIC MANHOLE GAS VALVE FLAG POLE HANDICAP SYMBOL FOUND IRON MONUMENT HYDRANT CAST IRON MONUMENT SET OR TO BE SET IRON MONUMENT FLARED END SECTION POWER POLE UTILITY MANHOLE GUY WIRE CONIFEROUS TREE DECIDUOUS TREE ROOF DRAIN SEWER CLEAN OUT FIRE CONNECTION WELL UTILITY VAULT POST INDICATOR VALVE GAS MANHOLE HAND HOLE FIBER/COMM. MANHOLE MAIL BOX FUEL TANK ELECTRICAL OUTLET SB SOIL BORING LIGHT POLE ACCESS RESTRICTION WOODEN FENCE LINE SATELLITE DISH BUSH/SHRUB 40102001020 SCALE IN FEET Page 183 of 228 FIRE TRUCK TURNING MOVEMENT COPYRIGHT CIVIL SITE GROUP INC.c PR O J E C T PR E L I M I N A R Y : NO T F O R CO N S T R U C T I O N 2025 ISSUE/SUBMITTAL SUMMARY DATE DESCRIPTION 3/11/25 CITY SUBMITTAL PROJECT MANAGER DAVID KNAEBLE CONTACT NUMBER 763-234-7523 DRAWN BY BB REVIEWED BY DK PROJECT NUMBER 25020 NE W H O R I Z O N A C A D E M Y 71 0 0 B R O O K L Y N B L V D , B R O O K L Y N C E N T E R , M N 5 5 4 2 9 NE W H O R I Z O N A C A D E M Y 34 0 5 A N N A P O L I S L A N E N , P L Y M O U T H , M N 5 5 4 4 7 48776 David J. Knaeble LICENSE NO.DATE I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. 3/11/25 Civil Engineering ° Surveying ° Landscape Architecture 5000 Glenwood Avenue Golden Valley, MN 55422 civilsitegroup.com 612-615-0060 OW N E R C0.0 TITLE SHEET NEW HORIZON ACADEMY BROOKLYN CENTER, MINNESOTA SITE LOCATION MAP N ISSUED FOR: CITY SUBMITTAL 1.ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. CONTACT "GOPHER STATE ONE CALL" (651-454-0002 OR 800-252-1166) FOR UTILITY LOCATIONS, 48 HOURS PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL REPAIR OR REPLACE ANY UTILITIES THAT ARE DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. 2.CONTRACTOR SHALL CONFIRM THAT THE EXISTING CONDITIONS FOR THE SITE MATCH WHAT IS SHOWN ON THE DRAWINGS INCLUDED PRIOR TO CONSTRUCTION. 3.ALL NECESSARY INSPECTIONS AND/OR CERTIFICATIONS REQUIRED BY CODES AND/OR UTILITY SERVICES COMPANIES SHALL BE PERFORMED PRIOR TO ANNOUNCED BUILDING POSSESSION AND THE FINAL CONNECTION OF SERVICES. 4.ALL GENERAL CONTRACTOR WORK TO BE COMPLETED (EARTHWORK, FINAL UTILITIES, AND FINAL GRADING) BY THE MILESTONE DATE IN PROJECT DOCUMENTS. 5.CIVIL SITE GROUP SHALL HAVE NO LIABILITY WHATSOEVER FOR ANY COSTS ARISING OUT OF THE CLIENTS DECISION TO OBTAIN BIDS OR PROCEED WITH CONSTRUCTION BEFORE CIVIL SITE GROUP HAS ISSUED FINAL, FULLY-APPROVED PLANS AND SPECIFICATIONS. THE CLIENT ACKNOWLEDGES THAT ALL PRELIMINARY PLANS ARE SUBJECT TO SUBSTANTIAL REVISION UNTIL PLANS ARE FULLY APPROVED AND ALL PERMITS ARE OBTAINED. SHEET INDEX SHEET NUMBER SHEET TITLE C0.0 TITLE SHEET C0.1 PROJECT NOTES C1.0 REMOVALS PLAN C2.0 SITE PLAN C3.0 GRADING PLAN C4.0 UTILITY PLAN C5.0 CIVIL DETAILS C5.1 CIVIL DETAILS C5.2 CIVIL DETAILS SW1.0 SWPPP - EXISTING CONDITIONS SW1.1 SWPPP - PROPOSED CONDITIONS SW1.2 SWPPP - DETAILS SW1.3 SWPPP - NARRATIVE PROJECT CONTACTS NAME & ADDRESS CONTACT CIVIL ENGINEER CIVIL SITE GROUP 5000 GLENWOOD AVE GOLDEN VALLEY, MN 55422 DAVE KNAEBLE 612-615-0060 DKNEBLE@CIVILSITEGROUP.COM PROPERTY OWNER ARCHITECT RYLAUR, LLC 14 PHEASANT LANE NORTH OAKS, MN 55127 A. PETER HILGER 612-868-3636 PHILGER@PHILGER@RYLAUR.COM SURVEYOR CIVIL SITE GROUP 5000 GLENWOOD AVE GOLDEN VALLEY, MN 55422 RORY SYNSTELIEN 612-615-0060 X 712 RORY@CIVILSITEGROUP.COM GEOTECHNICAL ENGINEER TBD TBD REVISION SUMMARY DATE DESCRIPTION Know what's below. before you dig.Call R NEW HORIZON ACADEMY 3405 ANNAPOLIS N, SUITE 100 PLYMOUTH, MN 55447 HEIDI PROSS 763-383-6216 HPROSS@NHACADEMY.NET SITE LOCATION TURNING MOVEMENT DIAGRAM Page 184 of 228 COPYRIGHT CIVIL SITE GROUP INC.c PR O J E C T PR E L I M I N A R Y : NO T F O R CO N S T R U C T I O N 2025 ISSUE/SUBMITTAL SUMMARY DATE DESCRIPTION 3/11/25 CITY SUBMITTAL PROJECT MANAGER DAVID KNAEBLE CONTACT NUMBER 763-234-7523 DRAWN BY BB REVIEWED BY DK PROJECT NUMBER 25020 NE W H O R I Z O N A C A D E M Y 71 0 0 B R O O K L Y N B L V D , B R O O K L Y N C E N T E R , M N 5 5 4 2 9 NE W H O R I Z O N A C A D E M Y 34 0 5 A N N A P O L I S L A N E N , P L Y M O U T H , M N 5 5 4 4 7 48776 David J. Knaeble LICENSE NO.DATE I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. 3/11/25 Civil Engineering ° Surveying ° Landscape Architecture 5000 Glenwood Avenue Golden Valley, MN 55422 civilsitegroup.com 612-615-0060 OW N E R C0.1 PROJECT NOTES REMOVAL NOTES: CITY OF BROOKLYN CENTER REMOVAL NOTES: 1.RESERVED FOR CITY SPECIFIC REMOVAL NOTES. 1.ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. CONTACT "GOPHER STATE ONE CALL" (651-454-0002 OR 800-252-1166) FOR UTILITY LOCATIONS, 48 HOURS PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL REPAIR OR REPLACE ANY UTILITIES THAT ARE DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. 2.SEE STORM WATER POLLUTION PREVENTION PLAN (SWPPP) PLAN FOR CONSTRUCTION STORM WATER MANAGEMENT PLAN. 3.REMOVAL OF MATERIALS NOTED ON THE DRAWINGS SHALL BE IN ACCORDANCE WITH MNDOT, STATE AND LOCAL REGULATIONS. 4.REMOVAL OF PRIVATE UTILITIES SHALL BE COORDINATED WITH UTILITY OWNER PRIOR TO CONSTRUCTION ACTIVITIES. 5.EXISTING PAVEMENTS SHALL BE SAWCUT IN LOCATIONS AS SHOWN ON THE DRAWINGS OR THE NEAREST JOINT FOR PROPOSED PAVEMENT CONNECTIONS. 6.REMOVED MATERIALS SHALL BE DISPOSED OF TO A LEGAL OFF-SITE LOCATION AND IN ACCORDANCE WITH STATE AND LOCAL REGULATIONS. 7.ABANDON, REMOVAL, CONNECTION, AND PROTECTION NOTES SHOWN ON THE DRAWINGS ARE APPROXIMATE. COORDINATE WITH PROPOSED PLANS. 8.EXISTING ON-SITE FEATURES NOT NOTED FOR REMOVAL SHALL BE PROTECTED THROUGHOUT THE DURATION OF THE CONTRACT. 9.PROPERTY LINES SHALL BE CONSIDERED GENERAL CONSTRUCTION LIMITS UNLESS OTHERWISE NOTED ON THE DRAWINGS. WORK WITHIN THE GENERAL CONSTRUCTION LIMITS SHALL INCLUDE STAGING, DEMOLITION AND CLEAN-UP OPERATIONS AS WELL AS CONSTRUCTION SHOWN ON THE DRAWINGS. 10.MINOR WORK OUTSIDE OF THE GENERAL CONSTRUCTION LIMITS SHALL BE ALLOWED AS SHOWN ON THE PLAN AND PER CITY REQUIREMENTS. FOR ANY WORK ON ADJACENT PRIVATE PROPERTY, THE CONTRACTOR SHALL OBTAIN WRITTEN PERMISSION FROM THE ADJACENT PROPERTY OWNER PRIOR TO ANY WORK. 11.DAMAGE BEYOND THE PROPERTY LIMITS CAUSED BY CONSTRUCTION ACTIVITY SHALL BE REPAIRED IN A MANNER APPROVED BY THE ENGINEER/LANDSCAPE ARCHITECT OR IN ACCORDANCE WITH THE CITY. 12.PROPOSED WORK (BUILDING AND CIVIL) SHALL NOT DISTURB EXISTING UTILITIES UNLESS OTHERWISE SHOWN ON THE DRAWINGS AND APPROVED BY THE CITY PRIOR TO CONSTRUCTION. 13.SITE SECURITY MAY BE NECESSARY AND PROVIDED IN A MANNER TO PROHIBIT VANDALISM, AND THEFT, DURING AND AFTER NORMAL WORK HOURS, THROUGHOUT THE DURATION OF THE CONTRACT. SECURITY MATERIALS SHALL BE IN ACCORDANCE WITH THE CITY. 14.VEHICULAR ACCESS TO THE SITE SHALL BE MAINTAINED FOR DELIVERY AND INSPECTION ACCESS DURING NORMAL OPERATING HOURS. AT NO POINT THROUGHOUT THE DURATION OF THE CONTRACT SHALL CIRCULATION OF ADJACENT STREETS BE BLOCKED WITHOUT APPROVAL BY THE CITY PRIOR TO CONSTRUCTION ACTIVITIES. 15.ALL TRAFFIC CONTROLS SHALL BE PROVIDED AND ESTABLISHED PER THE REQUIREMENTS OF THE MINNESOTA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MMUTCD) AND THE CITY. THIS SHALL INCLUDE, BUT NOT BE LIMITED TO, SIGNAGE, BARRICADES, FLASHERS, AND FLAGGERS AS NEEDED. ALL PUBLIC STREETS SHALL REMAIN OPEN TO TRAFFIC AT ALL TIMES. NO ROAD CLOSURES SHALL BE PERMITTED WITHOUT APPROVAL BY THE CITY. 16.SHORING FOR BUILDING EXCAVATION MAY BE USED AT THE DISCRETION OF THE CONTRACTOR AND AS APPROVED BY THE OWNERS REPRESENTATIVE AND THE CITY PRIOR TO CONSTRUCTION ACTIVITIES. 17.STAGING, DEMOLITION, AND CLEAN-UP AREAS SHALL BE WITHIN THE PROPERTY LIMITS AS SHOWN ON THE DRAWINGS AND MAINTAINED IN A MANNER AS REQUIRED BY THE CITY. 18.ALL EXISTING SITE TRAFFIC/REGULATORY SIGNAGE TO BE INVENTORIED AND IF REMOVED FOR CONSTRUCTION SHALL BE RETURNED TO LGU. 19.ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. CONTACT "GOPHER STATE ONE CALL" (651-454-0002 OR 800-252-1166) FOR UTILITY LOCATIONS, 48 HOURS PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL REPAIR OR REPLACE ANY UTILITIES THAT ARE DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. SITE LAYOUT NOTES: 1.ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. CONTACT "GOPHER STATE ONE CALL" (651-454-0002 OR 800-252-1166) FOR UTILITY LOCATIONS, 48 HOURS PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL REPAIR OR REPLACE ANY UTILITIES THAT ARE DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. 2.CONTRACTOR SHALL VERIFY LOCATIONS AND LAYOUT OF ALL SITE ELEMENTS PRIOR TO BEGINNING CONSTRUCTION, INCLUDING BUT NOT LIMITED TO, LOCATIONS OF EXISTING AND PROPOSED PROPERTY LINES, EASEMENTS, SETBACKS, UTILITIES, BUILDINGS AND PAVEMENTS. CONTRACTOR IS RESPONSIBLE FOR FINAL LOCATIONS OF ALL ELEMENTS FOR THE SITE. ANY REVISIONS REQUIRED AFTER COMMENCEMENT OF CONSTRUCTION, DUE TO LOCATIONAL ADJUSTMENTS SHALL BE CORRECTED AT NO ADDITIONAL COST TO OWNER. ADJUSTMENTS TO THE LAYOUT SHALL BE APPROVED BY THE ENGINEER/LANDSCAPE ARCHITECT PRIOR TO INSTALLATION OF MATERIALS. STAKE LAYOUT FOR APPROVAL. 3.THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS PRIOR TO CONSTRUCTION, INCLUDING A RIGHT-OF-WAY AND STREET OPENING PERMIT. 4.THE CONTRACTOR SHALL VERIFY RECOMMENDATIONS NOTED IN THE GEO TECHNICAL REPORT PRIOR TO INSTALLATION OF SITE IMPROVEMENT MATERIALS. 5.CONTRACTOR SHALL FIELD VERIFY COORDINATES AND LOCATION DIMENSIONS & ELEVATIONS OF THE BUILDING AND STAKE FOR REVIEW AND APPROVAL BY THE OWNERS REPRESENTATIVE PRIOR TO INSTALLATION OF FOOTING MATERIALS. 6.LOCATIONS OF STRUCTURES, ROADWAY PAVEMENTS, CURBS AND GUTTERS, BOLLARDS, AND WALKS ARE APPROXIMATE AND SHALL BE STAKED IN THE FIELD, PRIOR TO INSTALLATION, FOR REVIEW AND APPROVAL BY THE ENGINEER/LANDSCAPE ARCHITECT. 7.CURB DIMENSIONS SHOWN ARE TO FACE OF CURB. BUILDING DIMENSIONS ARE TO FACE OF CONCRETE FOUNDATION. LOCATION OF BUILDING IS TO BUILDING FOUNDATION AND SHALL BE AS SHOWN ON THE DRAWINGS. 8.THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS OR SAMPLES AS SPECIFIED FOR REVIEW AND APPROVAL BY THE ENGINEER/LANDSCAPE ARCHITECT PRIOR TO FABRICATION FOR ALL PREFABRICATED SITE IMPROVEMENT MATERIALS SUCH AS, BUT NOT LIMITED TO THE FOLLOWING, FURNISHINGS, PAVEMENTS, WALLS, RAILINGS, BENCHES, FLAGPOLES, LANDING PADS FOR CURB RAMPS, AND LIGHT AND POLES. THE OWNER RESERVES THE RIGHT TO REJECT INSTALLED MATERIALS NOT PREVIOUSLY APPROVED. 9.PEDESTRIAN CURB RAMPS SHALL BE CONSTRUCTED WITH TRUNCATED DOME LANDING AREAS IN ACCORDANCE WITH A.D.A. REQUIREMENTS-SEE DETAIL. 10.CROSSWALK STRIPING SHALL BE 24" WIDE WHITE PAINTED LINE, SPACED 48" ON CENTER PERPENDICULAR TO THE FLOW OF TRAFFIC. WIDTH OF CROSSWALK SHALL BE 5' WIDE. ALL OTHER PAVEMENT MARKINGS SHALL BE WHITE IN COLOR UNLESS OTHERWISE NOTED OR REQUIRED BY ADA OR LOCAL GOVERNING BODIES. 11.SEE SITE PLAN FOR CURB AND GUTTER TYPE. TAPER BETWEEN CURB TYPES-SEE DETAIL. 12.ALL CURB RADII ARE MINIMUM 3' UNLESS OTHERWISE NOTED. 13.CONTRACTOR SHALL REFER TO FINAL PLAT FOR LOT BOUNDARIES, NUMBERS, AREAS AND DIMENSIONS PRIOR TO SITE IMPROVEMENTS. 14.FIELD VERIFY ALL EXISTING SITE CONDITIONS, DIMENSIONS. 15.PARKING IS TO BE SET PARALLEL OR PERPENDICULAR TO EXISTING BUILDING UNLESS NOTED OTHERWISE. 16.ALL PARKING LOT PAINT STRIPING TO BE WHITE, 4" WIDE TYP. 17.BITUMINOUS PAVING TO BE "LIGHT DUTY" UNLESS OTHERWISE NOTED. SEE DETAIL SHEETS FOR PAVEMENT SECTIONS. 18.ALL TREES THAT ARE TO REMAIN ARE TO BE PROTECTED FROM DAMAGE WITH A CONSTRUCTION FENCE AT THE DRIP LINE. SEE LANDSCAPE DOCUMENTS. 19.CONTRACTOR IS RESPONSIBLE TO INSTALL ANY SIDEWALK AND CURBING PER DESIGN PLAN. CONTRACTOR TO VERIFY ALL CURBS AND SIDEWALKS WILL DRAIN PROPERLY IN FIELD CONDITIONS. CONTRACTOR MUST CONTACT THE CIVIL ENGINEER 24-HOURS PRIOR TO ANY CURB AND/OR SIDEWALK INSTALLATION TO REVIEW AND INSPECT CURB STAKES. CONTRACTOR IS RESPONSIBLE FOR ANY CURB OR SIDEWALK REPLACEMENT IF THIS PROCEDURE IS NOT FOLLOWED. GENERAL GRADING NOTES: CITY OF BROOKLYN CENTER GRADING NOTES: 1.RESERVED FOR CITY SPECIFIC GRADING NOTES. 1.CONTRACTOR SHALL VERIFY ALL BUILDING ELEVATIONS, (FFE, LFE, GFE), PRIOR TO CONSTRUCTION BY CROSS CHECKING WITH ARCHITECTURAL, STRUCTURAL AND CIVIL ELEVATIONS FOR EQUIVALENT "100" ELEVATIONS. THIS MUST BE DONE PRIOR TO EXCAVATION AND INSTALLATION OF ANY FOOTING MATERIALS. VERIFICATION OF THIS COORDINATION SHALL BE CONFIRMED IN WRITING BY CIVIL, SURVEYOR, ARCHITECTURAL, STRUCTURAL AND CONTRACTOR PRIOR TO CONSTRUCTION. 2.ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. CONTACT "GOPHER STATE ONE CALL" (651-454-0002 OR 800-252-1166) FOR UTILITY LOCATIONS, 48 HOURS PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL REPAIR OR REPLACE ANY UTILITIES THAT ARE DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. 3.SEE SITE PLAN FOR HORIZONTAL LAYOUT & GENERAL GRADING NOTES. 4.THE CONTRACTOR SHALL COMPLETE THE SITE GRADING CONSTRUCTION (INCLUDING BUT NOT LIMITED TO SITE PREPARATION, SOIL CORRECTION, EXCAVATION, EMBANKMENT, ETC.) IN ACCORDANCE WITH THE REQUIREMENTS OF THE OWNER'S SOILS ENGINEER. ALL SOIL TESTING SHALL BE COMPLETED BY THE OWNER'S SOILS ENGINEER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL REQUIRED SOIL TESTS AND INSPECTIONS WITH THE SOILS ENGINEER. 5.ANY ELEMENTS OF AN EARTH RETENTION SYSTEM AND RELATED EXCAVATIONS THAT FALL WITHIN THE PUBLIC RIGHT OF WAY WILL REQUIRE A “RIGHT OF WAY EXCAVATION PERMIT”. CONTRACTOR IS RESPONSIBLE FOR AQUIRING THIS PERMIT PRIOR TO CONSTRUCTION IF APPLICABLE 6.ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. CONTACT "GOPHER STATE ONE CALL" (651-454-0002 OR 800-252-1166) FOR UTILITY LOCATIONS, 48 HOURS PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL REPAIR OR REPLACE ANY UTILITIES THAT ARE DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. 7.GRADING AND EXCAVATION ACTIVITIES SHALL BE PERFORMED IN ACCORDANCE WITH THE NATIONAL POLLUTION DISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT REQUIREMENTS & PERMIT REQUIREMENTS OF THE CITY. 8.PROPOSED SPOT GRADES ARE FLOW-LINE FINISHED GRADE ELEVATIONS, UNLESS OTHERWISE NOTED. 9.GRADES OF WALKS SHALL BE INSTALLED WITH 5% MAX. LONGITUDINAL SLOPE AND 1% MIN. AND 2% MAX. CROSS SLOPE, UNLESS OTHERWISE NOTED. 10.PROPOSED SLOPES SHALL NOT EXCEED 3:1 UNLESS INDICATED OTHERWISE ON THE DRAWINGS. MAXIMUM SLOPES IN MAINTAINED AREAS IS 4:1. 11.PROPOSED RETAINING WALLS, FREESTANDING WALLS, OR COMBINATION OF WALL TYPES GREATER THAN 4' IN HEIGHT SHALL BE DESIGNED AND ENGINEERED BY A REGISTERED RETAINING WALL ENGINEER. DESIGN DRAWINGS SHALL BE SUBMITTED FOR REVIEW AND APPROVAL PRIOR TO CONSTRUCTION. 12.THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTENANCE OF GRADE STAKES THROUGHOUT THE DURATION OF CONSTRUCTION TO ESTABLISH PROPER GRADES. THE CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR A FINAL FIELD CHECK OF FINISHED GRADES ACCEPTABLE TO THE ENGINEER/LANDSCAPE ARCHITECT PRIOR TO TOPSOIL AND SODDING ACTIVITIES. 13.IF EXCESS OR SHORTAGE OF SOIL MATERIAL EXISTS, THE CONTRACTOR SHALL TRANSPORT ALL EXCESS SOIL MATERIAL OFF THE SITE TO AN AREA SELECTED BY THE CONTRACTOR, OR IMPORT SUITABLE MATERIAL TO THE SITE. 14.EXCAVATE TOPSOIL FROM AREAS TO BE FURTHER EXCAVATED OR REGRADED AND STOCKPILE IN AREAS DESIGNATED ON THE SITE. THE CONTRACTOR SHALL SALVAGE ENOUGH TOPSOIL FOR RESPREADING ON THE SITE AS SPECIFIED. EXCESS TOPSOIL SHALL BE PLACED IN EMBANKMENT AREAS, OUTSIDE OF BUILDING PADS, ROADWAYS AND PARKING AREAS. THE CONTRACTOR SHALL SUBCUT CUT AREAS, WHERE TURF IS TO BE ESTABLISHED, TO A DEPTH OF 6 INCHES. RESPREAD TOPSOIL IN AREAS WHERE TURF IS TO BE ESTABLISHED TO A MINIMUM DEPTH OF 6 INCHES. 15.FINISHED GRADING SHALL BE COMPLETED. THE CONTRACTOR SHALL UNIFORMLY GRADE AREAS WITHIN LIMITS OF GRADING, INCLUDING ADJACENT TRANSITION AREAS. PROVIDE A SMOOTH FINISHED SURFACE WITHIN SPECIFIED TOLERANCES, WITH UNIFORM LEVELS OR SLOPES BETWEEN POINTS WHERE ELEVATIONS ARE SHOWN, OR BETWEEN SUCH POINTS AND EXISTING GRADES. AREAS THAT HAVE BEEN FINISH GRADED SHALL BE PROTECTED FROM SUBSEQUENT CONSTRUCTION OPERATIONS, TRAFFIC AND EROSION. REPAIR ALL AREAS THAT HAVE BECOME RUTTED BY TRAFFIC OR ERODED BY WATER OR HAS SETTLED BELOW THE CORRECT GRADE. ALL AREAS DISTURBED BY THE CONTRACTOR'S OPERATIONS SHALL BE RESTORED TO EQUAL OR BETTER THAN ORIGINAL CONDITION OR TO THE REQUIREMENTS OF THE NEW WORK. 16.PRIOR TO PLACEMENT OF THE AGGREGATE BASE, A TEST ROLL WILL BE REQUIRED ON THE STREET AND/OR PARKING AREA SUBGRADE. THE CONTRACTOR SHALL PROVIDE A LOADED TANDEM AXLE TRUCK WITH A GROSS WEIGHT OF 25 TONS. THE TEST ROLLING SHALL BE AT THE DIRECTION OF THE SOILS ENGINEER AND SHALL BE COMPLETED IN AREAS AS DIRECTED BY THE SOILS ENGINEER. THE SOILS ENGINEER SHALL DETERMINE WHICH SECTIONS OF THE STREET OR PARKING AREA ARE UNSTABLE. CORRECTION OF THE SUBGRADE SOILS SHALL BE COMPLETED IN ACCORDANCE WITH THE REQUIREMENTS OF THE SOILS ENGINEER. NO TEST ROLL SHALL OCCUR WITHIN 10' OF ANY UNDERGROUND STORM RETENTION/DETENTION SYSTEMS. 17.TOLERANCES 17.1.THE BUILDING SUBGRADE FINISHED SURFACE ELEVATION SHALL NOT VARY BY MORE THAN 0.30 FOOT ABOVE, OR 0.30 FOOT BELOW, THE PRESCRIBED ELEVATION AT ANY POINT WHERE MEASUREMENT IS MADE. 17.2.THE STREET OR PARKING AREA SUBGRADE FINISHED SURFACE ELEVATION SHALL NOT VARY BY MORE THAN 0.05 FOOT ABOVE, OR 0.10 FOOT BELOW, THE PRESCRIBED ELEVATION OF ANY POINT WHERE MEASUREMENT IS MADE. 17.3.AREAS WHICH ARE TO RECEIVE TOPSOIL SHALL BE GRADED TO WITHIN 0.30 FOOT ABOVE OR BELOW THE REQUIRED ELEVATION, UNLESS DIRECTED OTHERWISE BY THE ENGINEER. 17.4.TOPSOIL SHALL BE GRADED TO PLUS OR MINUS 1/2 INCH OF THE SPECIFIED THICKNESS. 18.MAINTENANCE 18.1.THE CONTRACTOR SHALL PROTECT NEWLY GRADED AREAS FROM TRAFFIC AND EROSION, AND KEEP AREA FREE OF TRASH AND DEBRIS. 18.2.CONTRACTOR SHALL REPAIR AND REESTABLISH GRADES IN SETTLED, ERODED AND RUTTED AREAS TO SPECIFIED TOLERANCES. DURING THE CONSTRUCTION, IF REQUIRED, AND DURING THE WARRANTY PERIOD, ERODED AREAS WHERE TURF IS TO BE ESTABLISHED SHALL BE RESEEDED AND MULCHED. 18.3.WHERE COMPLETED COMPACTED AREAS ARE DISTURBED BY SUBSEQUENT CONSTRUCTION OPERATIONS OR ADVERSE WEATHER, CONTRACTOR SHALL SCARIFY, SURFACE, RESHAPE, AND COMPACT TO REQUIRED DENSITY PRIOR TO FURTHER CONSTRUCTION. GENERAL UTILITY NOTES: CITY OF BROOKLYN CENTER UTILITY NOTES: 1.RESERVED FOR CITY SPECIFIC UTILITY NOTES. REVISION SUMMARY DATE DESCRIPTION CITY OF BROOKLYN CENTER SITE SPECIFIC NOTES: 1.RESERVED FOR CITY SPECIFIC SITE NOTES. Know what's below. before you dig.Call R OPERATIONAL NOTES SNOW REMOVAL ALL SNOW SHALL BE STORED ON-SITE OUTSIDE PARKING LOT. WHEN FULL, REMOVAL CO. SHALL REMOVE EXCESS OFF-SITE. TRASH REMOVAL TRASH SHALL BE PLACED IN INTERIOR SOLID WASTE COLLECTION POINT, MOVED TO TEMPORARY EXTERIOR LOCATION ON COLLECTION DAY AND REMOVED BY COMMERCIAL CO. DELIVERIES DELIVERIES SHALL OCCUR AT THE FRONT DOOR VIA STANDARD COMMERCIAL DELIVERY VEHICLES (UPS, FED-EX, USPS). 1.ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. CONTACT "GOPHER STATE ONE CALL" (651-454-0002 OR 800-252-1166) FOR UTILITY LOCATIONS, 48 HOURS PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL REPAIR OR REPLACE ANY UTILITIES THAT ARE DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. 2.SEE SITE PLAN FOR HORIZONTAL DIMENSIONS AND LAYOUT. 3.CONTRACTOR SHALL FIELD VERIFY LOCATION AND ELEVATION OF EXISTING UTILITIES AND TOPOGRAPHIC FEATURES PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OF DISCREPANCIES OR VARIATIONS FROM THE PLANS. 4.CASTINGS SHALL BE SALVAGED FROM STRUCTURE REMOVALS AND RE-USED OR PLACED AT THE DIRECTION OF THE OWNER. 5.PIPE LENGTHS SHOWN ARE FROM CENTER TO CENTER OF STRUCTURE OR TO END OF FLARED END SECTION. 6.UTILITIES CONNECTIONS ON THE PLAN ARE SHOWN TO WITHIN 5' OF THE BUILDING FOOTPRINT. THE CONTRACTOR IS ULTIMATELY RESPONSIBLE FOR THE FINAL CONNECTION TO BUILDING LINES. COORDINATE WITH ARCHITECTURAL AND MECHANICAL PLANS. 7.CATCH BASINS AND MANHOLES IN PAVED AREAS SHALL BE SUMPED 0.04 FEET. ALL CATCH BASINS IN GUTTERS SHALL BE SUMPED 0.15 FEET PER DETAILS. RIM ELEVATIONS SHOWN ON THIS PLAN DO NOT REFLECT SUMPED ELEVATIONS. 8.ALL FIRE HYDRANTS SHALL BE LOCATED 5 FEET BEHIND BACK OF CURB UNLESS OTHERWISE NOTED. 9.HYDRANT TYPE, VALVE, AND CONNECTION SHALL BE IN ACCORDANCE WITH CITY REQUIREMENTS. HYDRANT EXTENSIONS ARE INCIDENTAL. 10.A MINIMUM OF 8 FEET OF COVER IS REQUIRED OVER ALL WATERMAIN, UNLESS OTHERWISE NOTED. EXTRA DEPTH MAY BE REQUIRED TO MAINTAIN A MINIMUM OF 18" VERTICAL SEPARATION TO SANITARY OR STORM SEWER LINES. EXTRA DEPTH WATERMAIN IS INCIDENTAL. 11.A MINIMUM OF 18 INCHES OF VERTICAL SEPARATION AND 10 FEET OF HORIZONTAL SEPARATION IS REQUIRED FOR ALL UTILITIES, UNLESS OTHERWISE NOTED. 12.ALL CONNECTIONS TO EXISTING UTILITIES SHALL BE IN ACCORDANCE WITH CITY STANDARDS AND COORDINATED WITH THE CITY PRIOR TO CONSTRUCTION. 13.CONNECTIONS TO EXISTING STRUCTURES SHALL BE CORE-DRILLED. 14.COORDINATE LOCATIONS AND SIZES OF SERVICE CONNECTIONS WITH THE MECHANICAL DRAWINGS. 15.COORDINATE INSTALLATION AND SCHEDULING OF THE INSTALLATION OF UTILITIES WITH ADJACENT CONTRACTORS AND CITY STAFF. 16.ALL STREET REPAIRS AND PATCHING SHALL BE PERFORMED PER THE REQUIREMENTS OF THE CITY. ALL PAVEMENT CONNECTIONS SHALL BE SAWCUT. ALL TRAFFIC CONTROLS SHALL BE PROVIDED BY THE CONTRACTOR AND SHALL BE ESTABLISHED PER THE REQUIREMENTS OF THE MINNESOTA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MMUTCD) AND THE CITY. THIS SHALL INCLUDE BUT NOT BE LIMITED TO SIGNAGE, BARRICADES, FLASHERS, AND FLAGGERS AS NEEDED. ALL PUBLIC STREETS SHALL BE OPEN TO TRAFFIC AT ALL TIMES. NO ROAD CLOSURES SHALL BE PERMITTED WITHOUT APPROVAL BY THE CITY. 17.ALL STRUCTURES, PUBLIC AND PRIVATE, SHALL BE ADJUSTED TO PROPOSED GRADES WHERE REQUIRED. THE REQUIREMENTS OF ALL OWNERS MUST BE COMPLIED WITH. STRUCTURES BEING RESET TO PAVED AREAS MUST MEET OWNERS REQUIREMENTS FOR TRAFFIC LOADING. 18.CONTRACTOR SHALL COORDINATE ALL WORK WITH PRIVATE UTILITY COMPANIES. 19.CONTRACTOR SHALL COORDINATE CONNECTION OF IRRIGATION SERVICE TO UTILITIES. COORDINATE THE INSTALLATION OF IRRIGATION SLEEVES NECESSARY AS TO NOT IMPACT INSTALLATION OF UTILITIES. 20.CONTRACTOR SHALL MAINTAIN AS-BUILT PLANS THROUGHOUT CONSTRUCTION AND SUBMIT THESE PLANS TO ENGINEER UPON COMPLETION OF WORK. 21.FOR ALL SITES LOCATED IN CLAY SOIL AREAS, DRAIN TILE MUST BE INSTALLED AT ALL LOW POINT CATCH BASINS 25' IN EACH DIRECTION. SEE PLAN AND DETAIL. INSTALL LOW POINT DRAIN TILE PER PLANS AND GEOTECHNICAL REPORT RECOMMENDATIONS AND REQUIREMENTS. Page 185 of 228 S89°42'00"W 230.72 S0 0 ° 1 8 ' 0 0 " E 16 4 . 9 8 N 3 6 ° 4 7 ' 3 0 " W 3 2 . 7 2 1 7 2 . 0 2 Δ = 0 ° 2 5 ' 5 1 " R = 2 2 8 7 6 . 3 2 351.96 N89°42'00"E 49 . 9 95.3 65 . 0 80.1 6 . 9 3.1 7.7 3. 1 7 . 0 2 Story Brick Sided Building Foundation Area = 6,127 +/- Sq. Ft. Existing Building Existing Building Bituminous Parking Lot Bituminous Parking Lot Bituminous Parking Lot Bi t u m i n o u s P a r k i n g L o t B i t u m i n o u s P a t h B i t u m i n o u s P a t h ( A P u b l i c R / W ) B R O O K L Y N B O U L E V A R D ( C O U N T Y R O A D N O . 1 5 2 ) 12" P V C 6" PVC 12" PVC 3 3 " R C P 27 " R C P (P e r R e c . ) 12 " R C P (P e r R e c . ) 27" RCP (Per Rec.) 8 " W M ( P e r R e c . ) 8 " W M ( P e r R e c . ) 1 2 " R C P ( P e r R e c . ) 1 2 " R C P ( P e r R e c . ) 15" R C P (Per R e c . ) 6" WM (Per Rec.) 6" WM (Per Rec.) 6" W M ( P e r R e c . ) 11 1 5 5 8 10 19 7 2 5 M o n u m e n t S i g n Concrete Steps Co n c r e t e W a l k w a y Co n c r e t e W a l k w a y [A] Concrete Walkway Crosses Property Line A c c e s s Generator Water Service (Per Rec.) Concrete Chain Link Fence [B] Chain Link Fence Crosses Property Line [C] Chain Link Fence Crosses Property Line Trash Enclosure Landscaping Rock C o l u m n O v e r h a n g Ov e r h a n g Ov e r h a n g Concrete Retaining Wall Edge of Woods Edge of W o o d s Edge of Woods Edge of Woods Edge of Ice Edge of Ice [9] Drainage and Utility Easement Per Plat [9] Drainage and Utility Easement Per Plat [9] Drainage and Utility Easement Per Plat [9 ] D r a i n a g e a n d U t i l i t y Ea s e m e n t P e r P l a t [9] Drainage and Utility Easement Per Plat [9] Drainage and Utility Easement Per Plat [ 1 0 ] H i g h w a y E a s e m e n t P e r D o c . N o s . 7 2 9 1 1 2 4 & 8 6 6 0 1 2 7 [13] Vehicular Parking Easement Per Doc. No. 5268706 [14] Access Easement Per Doc. No. 11188033 Pond PID: 2711921320004 Address: Unassigned Owner: Brooklyn Ctr Meth Ch PID: 2711921320058 Address: 4513 71st Ave N Owner: Amy Yang PID: 2711921320059 Address: 4507 71st Ave N Owner: Gorpu Daniels/James Gbanjah PID: 2711921320060 Address: 4501 71st Ave N Owner: T Christensen/R Chistensen PID: 2711921320061 Address: 4419 71st Ave N Owner: W R Lindig & K S Lindig PID: 2711921320062 Address: 4413 71st Ave N Owner: James Campbell PID: 2711921330080-2711921330096 Address: Multiple Owner: Multiple PID: 2711921330097 Address: 7100 Brooklyn Blvd PID: 2711921330098 Address: Unassigned Owner: City of Brooklyn Center Found 1/2 Inch Open Iron Pipe Found Nail W/ Flagging Found 1/2 Inch Iron Pipe W/ Illegible Cap Found Rebar [ 9 ] D r a i n a g e a n d U t i l i t y E a s e m e n t P e r P l a t Overhang ( P l a t = 3 2 . 7 5 ) (Plat=230.80) ( P l a t = 1 7 1 . 9 7 ) 1 2 " R C P ( P e r R e c . ) 1 2 " R C P ( P e r R e c . ) N36 ° 2 6 ' 0 4 " W 13.5 6 1 3 2 . 1 3 Δ = 1 ° 0 9 ' 3 8 " R = 6 5 2 3 . 9 4 8" P V C Sanitary Service (Per Rec.) 326.15 28.20 202.52 CONSTRUCTION LIMITS CONSTRUCTION LIMITS REMOVE EXISTING CURB AND GUTTER, TYP. REMOVE EXISTING PAVEMENT AND BASE MATERIAL AND PARKING SIGNS, TYP. REMOVE EXISTING TREE AND ROOT BALL, TYP. FOR ALL FENCE REMOVALS OR PRESERVATIONS ON LOT LINES: CONTRACTOR SHALL CONFIRM OWNERSHIP OF FENCE PRIOR TO REMOVAL AND COORDINATE WITH ADJACENT PROPERTY OWNER. ALL EXISTING PUBLIC AND PRIVATE UTILITIES TO REMAIN (UNLESS NOTED OTHERWISE). PROTECT FROM DAMAGE DURING CONSTRUCTION. CONTRACTOR SHALL SAWCUT & REMOVE PVMTS., CURBS, AND WALKS FOR INSTALLATION OF UTILITIES. UPON COMPLETION OF UTILITY WORK, REPLACE ALL MATERIAL, IN KIND. BITUMINOUS MILL & OVERLAY, TYP. REMOVE EXISTING PAVEMENT AND BASE MATERIAL AND PARKING SIGNS, TYP. REMOVE EXISTING CURB AND GUTTER, TYP. REMOVE FLAG POLE REMOVE STRUCTURE AND FOUNDATIONS REMOVE MONUMENT SIGN AND FOUNDATION EXISTING TRANSFORMER TO REMAIN, PROTECT FROM DAMAGE SAW CUT FULL DEPTH AT REMOVAL LIMITS, TYP. REMOVE EXISTING STORM STRUCTURE AND STORM SEWER PIPE SAW CUT FULL DEPTH AT REMOVAL LIMITS, TYP. REMOVE EXISTING CONC. AND BASE MATERIAL EXISTING TRANSFORMER TO REMAIN, PROTECT FROM DAMAGE EXISTING GENERATOR TO REMAIN, PROTECT FROM DAMAGE EXISTING CONC. STAIRS AND WALL TO REMAIN, PROTECT FROM DAMAGE REMOVE EXISTING METAL HAND RAIL REMOVE LIGHT POLE. SALVAGE AS NECESSARY. COORD. W/OWNER AND ELEC'L,TYP. REMOVE LIGHT POLE. SALVAGE AS NECESSARY. COORD. W/OWNER AND ELEC'L,TYP. REMOVE EXISTING HYDRANT BACK TO MAIN GRIND DOWN CONC. SO THAT IT IS FLUSH WITH PROPOSED SIDEWALK REMOVE LANDSCAPE ROCK EX. SAN. MH TO REMAIN. ADJUST CASTING PER PROPOSED GRADES. ROTATE OUT OF PROPOSED CURB LINE. EX. STM. MH TO REMAIN. PROTECT FROM DAMAGE EXISTING TREES TO REMAIN, PROVIDE TREE PROTECTION FENCING, TYP. PROTECT EXISTING SIDEWALK TO REMAIN, TYP. EXISTING TREES TO REMAIN, PROVIDE TREE PROTECTION FENCING, TYP. REMOVE EXISTING FENCE AND FOUNDATIONS REMOVE EXISTING FENCE AND FOUNDATIONS CONTRACTOR TO VERIFY IF EXISTING ELECTRIC LINE EXISTS. IF IT EXISTS, RELOCATE AS NECESSARY FOR PROPOSED PLAYGROUND EQUIPMENT. COORD. W/UTILITY OWNER. REMOVALS PLAN LEGEND: TREE PROTECTION TREE REMOVAL - INCLUDING ROOTS AND STUMPS COPYRIGHT CIVIL SITE GROUP INC.c PR O J E C T PR E L I M I N A R Y : NO T F O R CO N S T R U C T I O N 2025 ISSUE/SUBMITTAL SUMMARY DATE DESCRIPTION 3/11/25 CITY SUBMITTAL PROJECT MANAGER DAVID KNAEBLE CONTACT NUMBER 763-234-7523 DRAWN BY BB REVIEWED BY DK PROJECT NUMBER 25020 NE W H O R I Z O N A C A D E M Y 71 0 0 B R O O K L Y N B L V D , B R O O K L Y N C E N T E R , M N 5 5 4 2 9 NE W H O R I Z O N A C A D E M Y 34 0 5 A N N A P O L I S L A N E N , P L Y M O U T H , M N 5 5 4 4 7 48776 David J. Knaeble LICENSE NO.DATE I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. 3/11/25 Civil Engineering ° Surveying ° Landscape Architecture 5000 Glenwood Avenue Golden Valley, MN 55422 civilsitegroup.com 612-615-0060 OW N E R C1.0 REMOVALS PLAN REMOVE CURB AND GUTTER. IF IN RIGHT-OF-WAY, COORDINATE WITH LOCAL GOVERNING UNIT. SEE SHEET C0.1 FOR GENERAL REMOVAL NOTES SEE SWPPP ON SHEETS SW1.0 - SW1.3 EROSION CONTROL NOTES: CONSTRUCTION LIMITS REVISION SUMMARY DATE DESCRIPTIONPROPERTY LINE REMOVAL OF TREES AND VEGETATION INCLUDING STUMPS AND ROOT SYSTEMS 0 1" = 20'-0" 20'-0"10'-0" N Know what's below. before you dig.Call R OWNER INFORMATION NEW HORIZON ACADEMY 3405 ANNAPOLIS N, SUITE 100 PLYMOUTH, MN 55447 HEIDI PROSS 763-383-6216 HPROSS@NHACADEMY.NET REMOVAL OF PAVEMENT AND ALL BASE MATERIAL, INCLUDING BIT., CONC., AND GRAVEL PVMTS. BITUMINOUS MILL AND OVERLAY Page 186 of 228 S89°42'00"W 230.72 S0 0 ° 1 8 ' 0 0 " E 16 4 . 9 8 N 3 6 ° 4 7 ' 3 0 " W 3 2 . 7 2 1 7 2 . 0 2 Δ = 0 ° 2 5 ' 5 1 " R = 2 2 8 7 6 . 3 2 351.96 N89°42'00"E 49 . 9 95.3 65 . 0 80.1 6 . 9 3.1 7.7 3. 1 7 . 0 2 Story Brick Sided Building Foundation Area = 6,127 +/- Sq. Ft. Existing Building Existing Building Bituminous Parking Lot Bituminous Parking Lot Bi t u m i n o u s P a r k i n g L o t B i t u m i n o u s P a t h B i t u m i n o u s P a t h ( A P u b l i c R / W ) B R O O K L Y N B O U L E V A R D ( C O U N T Y R O A D N O . 1 5 2 ) 12" P V C 6" PVC 12" PVC 3 3 " R C P 27 " R C P (P e r R e c . ) 12 " R C P (P e r R e c . ) 27" RCP (Per Rec.) 8 " W M ( P e r R e c . ) 8 " W M ( P e r R e c . ) 1 2 " R C P ( P e r R e c . ) 1 2 " R C P ( P e r R e c . ) 15" R C P (Per R e c . ) 6" WM (Per Rec.) 6" WM (Per Rec.) 6" W M ( P e r R e c . ) 5 Concrete Steps Co n c r e t e W a l k w a y Co n c r e t e W a l k w a y [A] Concrete Walkway Crosses Property Line A c c e s s Generator Water Service (Per Rec.) Chain Link Fence [B] Chain Link Fence Crosses Property Line [C] Chain Link Fence Crosses Property Line Ov e r h a n g Ov e r h a n g Concrete Retaining Wall Edge of Woods Edge of W o o d s Edge of Woods Edge of Woods Edge of Ice Edge of Ice [9] Drainage and Utility Easement Per Plat [9] Drainage and Utility Easement Per Plat [9] Drainage and Utility Easement Per Plat [9 ] D r a i n a g e a n d U t i l i t y Ea s e m e n t P e r P l a t [9] Drainage and Utility Easement Per Plat [9] Drainage and Utility Easement Per Plat [ 1 0 ] H i g h w a y E a s e m e n t P e r D o c . N o s . 7 2 9 1 1 2 4 & 8 6 6 0 1 2 7 [13] Vehicular Parking Easement Per Doc. No. 5268706 [14] Access Easement Per Doc. No. 11188033 Pond PID: 2711921320004 Address: Unassigned Owner: Brooklyn Ctr Meth Ch PID: 2711921320058 Address: 4513 71st Ave N Owner: Amy Yang PID: 2711921320059 Address: 4507 71st Ave N Owner: Gorpu Daniels/James Gbanjah PID: 2711921320060 Address: 4501 71st Ave N Owner: T Christensen/R Chistensen PID: 2711921320061 Address: 4419 71st Ave N Owner: W R Lindig & K S Lindig PID: 2711921320062 Address: 4413 71st Ave N Owner: James Campbell PID: 2711921330080-2711921330096 Address: Multiple Owner: Multiple PID: 2711921330097 Address: 7100 Brooklyn Blvd PID: 2711921330098 Address: Unassigned Owner: City of Brooklyn Center Found 1/2 Inch Open Iron Pipe Found Nail W/ Flagging Found 1/2 Inch Iron Pipe W/ Illegible Cap Found Rebar [ 9 ] D r a i n a g e a n d U t i l i t y E a s e m e n t P e r P l a t Overhang ( P l a t = 3 2 . 7 5 ) (Plat=230.80) ( P l a t = 1 7 1 . 9 7 ) 1 2 " R C P ( P e r R e c . ) 1 2 " R C P ( P e r R e c . ) N36 ° 2 6 ' 0 4 " W 13.5 6 1 3 2 . 1 3 Δ = 1 ° 0 9 ' 3 8 " R = 6 5 2 3 . 9 4 8" P V C Sanitary Service (Per Rec.) 326.15 28.20 202.52 REF FRZ 24 " 48 " 24" 36" 48.2 NO PA R K I N G 4 S P A C E S @ 9. 0 = 3 6 . 0 2 S P A C E S @ 9 . 0 + 1 AC C E S S I S L E @ 9 . 0 = 2 7 . 0 19 SPACES @ 9.0 = 171.0 17 SPACES @ 9.0 = 153.0 5.0 25.0 5. 0 30 . 0 79 . 6 68.5 5.0 12.05.029.5 5. 0 5. 0 15 . 5 42.669.5 23 . 6 38 . 5 48.6 18.0 24.0 18.0 18 . 0 27 . 5 18 . 0 13.4 CONSTRUCTION LIMITS CONSTRUCTION LIMITS 15 . 0 B612 C&G, TYP. ACCESSIBLE PARKING SPACE, INCL. SIGNAGE, STRIPING AND RAMPS. RE-USE SALVAGED SIGNS. FULL BIT. PVMT. RECONSTRUCT, TYP, SEE FINAL GEOTECH FOR THICKNESS TRASH ENCLOSURE, SEE ARCH'L PLANS FOR DETAILS CONTRACTOR IS RESPONSIBLE TO INSTALL ANY SIDEWALK AND CURBING PER DESIGN PLAN. CONTRACTOR TO VERIFY ALL CURBS AND SIDEWALKS WILL DRAIN PROPERLY IN FIELD CONDITIONS. CONTRACTOR MUST CONTACT THE CIVIL ENGINEER 24-HOURS PRIOR TO ANY CURB AND/OR SIDEWALK INSTALLATION TO REVIEW AND INSPECT CURB STAKES. CONTRACTOR IS RESPONSIBLE FOR ANY CURB OR SIDEWALK REPLACEMENT IF THIS PROCEDURE IS NOT FOLLOWED. TODDLER PLAY YARD W/ FALL ZONE MATERIAL, SEE ARCH'L PLANS FOR DETAILS INFANT PLAY YARD W/ FALL ZONE MATERIAL, SEE ARCH'L PLANS FOR DETAILS SECURITY YARD FENCE, SEE ARCH'L PLANS FOR DETAILS, TYP. 48" WIDE GATE, TYP. COORD. W/ARCH'L PRESCHOOL PLAY YARD W/ FALL ZONE MATERIAL, SEE ARCH'L PLANS FOR DETAILS 12" FLUSH CONCRETE CURB 12" FLUSH CONCRETE CURB. CURB TO BE THICKENED ALONG THIS EDGE. SEE GRADING PLAN FOR HEIGHT. 12" FLUSH CONCRETE CURB. CURB TO BE THICKENED ALONG THIS EDGE. SEE GRADING PLAN FOR HEIGHT. MATCH TO EXISTING CURB MATCH TO EXISTING CURB 3' CURB TAPER MATCH EXISTING SIDEWALK, TYP. FULL BIT. PVMT. RECONSTRUCT, TYP, SEE FINAL GEOTECH FOR THICKNESS INSTALL SURMOUNTABLE CURB BITUMINOUS MILL & OVERLAY PVMT. STRIPING, TYP. MONUMENT SIGN. SEE ARCH'L FOR DETAILS 15' ACCESS EASEMENT, COORD. W/CITY GRIND DOWN CONC. SO THAT IT IS FLUSH WITH PROPOSED SIDEWALK ADD RAILING AT TOP OF STAIRS, SEE ARCH'LACCESSIBLE ROUTE ARROW. DO NOT PAINT, FOR CODE REVIEW ONLY, TYP. 3' CURB CUT W/3' TAPERS THICKENED EDGE CONCRETE. SLOPE WALK TO MEET GRADE INSTALL THICKENED EDGE CONC. ALONG PLAY AREA TO ALLOW FOR PLAY SURFACE ATTACHMENT INSTALL THICKENED EDGE CONC. ALONG PLAY AREA TO ALLOW FOR PLAY SURFACE ATTACHMENT B612 C&G, TYP. MATCH EXISTING SIDEWALK 10.0 CROSSWALK STRIPING BIKE POST, SEE ARCH'L COPYRIGHT CIVIL SITE GROUP INC.c PR O J E C T PR E L I M I N A R Y : NO T F O R CO N S T R U C T I O N 2025 ISSUE/SUBMITTAL SUMMARY DATE DESCRIPTION 3/11/25 CITY SUBMITTAL PROJECT MANAGER DAVID KNAEBLE CONTACT NUMBER 763-234-7523 DRAWN BY BB REVIEWED BY DK PROJECT NUMBER 25020 NE W H O R I Z O N A C A D E M Y 71 0 0 B R O O K L Y N B L V D , B R O O K L Y N C E N T E R , M N 5 5 4 2 9 NE W H O R I Z O N A C A D E M Y 34 0 5 A N N A P O L I S L A N E N , P L Y M O U T H , M N 5 5 4 4 7 48776 David J. Knaeble LICENSE NO.DATE I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. 3/11/25 Civil Engineering ° Surveying ° Landscape Architecture 5000 Glenwood Avenue Golden Valley, MN 55422 civilsitegroup.com 612-615-0060 OW N E R SITE PLAN LEGEND: TRAFFIC DIRECTIONAL ARROW PAVEMENT MARKINGS SIGN AND POST ASSEMBLY. SHOP DRAWINGS REQUIRED. HC = ACCESSIBLE SIGN NP = NO PARKING FIRE LANE ST = STOP CP = COMPACT CAR PARKING ONLY PROPERTY LINE CURB AND GUTTER-SEE NOTES (T.O.) TIP OUT GUTTER WHERE APPLICABLE-SEE PLAN CONSTRUCTION LIMITS TO ACCESSIBILITY ROUTE ARROW (IF APPLICABLE) DO NOT PAINT. CONCRETE PAVEMENT (IF APPLICABLE) AS SPECIFIED (PAD OR WALK) SEE GEOTECHNICAL REPORT FOR AGGREGATE BASE & CONCRETE DEPTHS, WITHIN ROW SEE CITY DETAIL, WITHIN PRIVATE PROPERTY SEE CSG DETAIL REVISION SUMMARY DATE DESCRIPTION C2.0 SITE PLAN SEE SHEET C0.1 FOR GENERAL SITE NOTES 0 1" = 20'-0" 20'-0"10'-0" N Know what's below. before you dig.Call R OWNER INFORMATION NEW HORIZON ACADEMY 3405 ANNAPOLIS N, SUITE 100 PLYMOUTH, MN 55447 HEIDI PROSS 763-383-6216 HPROSS@NHACADEMY.NET BITUMINOUS PAVEMENT (IF APPLICABLE). SEE GEOTECHNICAL REPORT FOR AGGREGATE BASE & WEAR COURSE DEPTH, SEE DETAIL. BITUMINOUS MILL & OVERLAY FALLZONE MATERIAL Page 187 of 228 S89°42'00"W 230.72 S0 0 ° 1 8 ' 0 0 " E 16 4 . 9 8 N 3 6 ° 4 7 ' 3 0 " W 3 2 . 7 2 1 7 2 . 0 2 Δ = 0 ° 2 5 ' 5 1 " R = 2 2 8 7 6 . 3 2 351.96 N89°42'00"E 49 . 9 95.3 65 . 0 80.1 6 . 9 3.1 7.7 3. 1 7 . 0 2 Story Brick Sided Building Foundation Area = 6,127 +/- Sq. Ft. Existing Building Existing Building Bituminous Parking Lot Bituminous Parking Lot Bi t u m i n o u s P a r k i n g L o t B i t u m i n o u s P a t h B i t u m i n o u s P a t h ( A P u b l i c R / W ) B R O O K L Y N B O U L E V A R D ( C O U N T Y R O A D N O . 1 5 2 ) 12" P V C 6" PVC 12" PVC 3 3 " R C P 27 " R C P (P e r R e c . ) 12 " R C P (P e r R e c . ) 27" RCP (Per Rec.) 8 " W M ( P e r R e c . ) 8 " W M ( P e r R e c . ) 1 2 " R C P ( P e r R e c . ) 1 2 " R C P ( P e r R e c . ) 15" R C P (Per R e c . ) 6" WM (Per Rec.) 6" WM (Per Rec.) 6" W M ( P e r R e c . ) 5 Concrete Steps Co n c r e t e W a l k w a y Co n c r e t e W a l k w a y [A] Concrete Walkway Crosses Property Line A c c e s s Generator Water Service (Per Rec.) Chain Link Fence [B] Chain Link Fence Crosses Property Line [C] Chain Link Fence Crosses Property Line Ov e r h a n g Ov e r h a n g Concrete Retaining Wall Edge of Woods Edge of W o o d s Edge of Woods Edge of Woods Edge of Ice Edge of Ice [9] Drainage and Utility Easement Per Plat [9] Drainage and Utility Easement Per Plat [9] Drainage and Utility Easement Per Plat [9 ] D r a i n a g e a n d U t i l i t y Ea s e m e n t P e r P l a t [9] Drainage and Utility Easement Per Plat [9] Drainage and Utility Easement Per Plat [ 1 0 ] H i g h w a y E a s e m e n t P e r D o c . N o s . 7 2 9 1 1 2 4 & 8 6 6 0 1 2 7 [13] Vehicular Parking Easement Per Doc. No. 5268706 [14] Access Easement Per Doc. No. 11188033 Pond PID: 2711921320004 Address: Unassigned Owner: Brooklyn Ctr Meth Ch PID: 2711921320058 Address: 4513 71st Ave N Owner: Amy Yang PID: 2711921320059 Address: 4507 71st Ave N Owner: Gorpu Daniels/James Gbanjah PID: 2711921320060 Address: 4501 71st Ave N Owner: T Christensen/R Chistensen PID: 2711921320061 Address: 4419 71st Ave N Owner: W R Lindig & K S Lindig PID: 2711921320062 Address: 4413 71st Ave N Owner: James Campbell PID: 2711921330080-2711921330096 Address: Multiple Owner: Multiple PID: 2711921330097 Address: 7100 Brooklyn Blvd PID: 2711921330098 Address: Unassigned Owner: City of Brooklyn Center Found 1/2 Inch Open Iron Pipe Found Nail W/ Flagging Found 1/2 Inch Iron Pipe W/ Illegible Cap Found Rebar [ 9 ] D r a i n a g e a n d U t i l i t y E a s e m e n t P e r P l a t Overhang ( P l a t = 3 2 . 7 5 ) (Plat=230.80) ( P l a t = 1 7 1 . 9 7 ) 1 2 " R C P ( P e r R e c . ) 1 2 " R C P ( P e r R e c . ) N36 ° 2 6 ' 0 4 " W 13.5 6 1 3 2 . 1 3 Δ = 1 ° 0 9 ' 3 8 " R = 6 5 2 3 . 9 4 8" P V C Sanitary Service (Per Rec.) 326.15 28.20 202.52 REF FRZ 24 " 48 " 24" 36" NO PA R K I N G CONSTRUCTION LIMITS CONSTRUCTION LIMITS INSTALL MNDOT CLASS III RIP RAP AROUND LOW POINT COPYRIGHT CIVIL SITE GROUP INC.c PR O J E C T PR E L I M I N A R Y : NO T F O R CO N S T R U C T I O N 2025 ISSUE/SUBMITTAL SUMMARY DATE DESCRIPTION 3/11/25 CITY SUBMITTAL PROJECT MANAGER DAVID KNAEBLE CONTACT NUMBER 763-234-7523 DRAWN BY BB REVIEWED BY DK PROJECT NUMBER 25020 NE W H O R I Z O N A C A D E M Y 71 0 0 B R O O K L Y N B L V D , B R O O K L Y N C E N T E R , M N 5 5 4 2 9 NE W H O R I Z O N A C A D E M Y 34 0 5 A N N A P O L I S L A N E N , P L Y M O U T H , M N 5 5 4 4 7 48776 David J. Knaeble LICENSE NO.DATE I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. 3/11/25 Civil Engineering ° Surveying ° Landscape Architecture 5000 Glenwood Avenue Golden Valley, MN 55422 civilsitegroup.com 612-615-0060 OW N E R C3.0 GRADING PLAN 1.0' CONTOUR ELEVATION INTERVAL GRADING PLAN LEGEND: SPOT GRADE ELEVATION GUTTER SPOT GRADE ELEVATION TOP OF CURB SPOT GRADE ELEVATION BOTTOM OF STAIRS/TOP OF STAIRS EX. 1' CONTOUR ELEVATION INTERVAL SPOT GRADE ELEVATION (GUTTER/FLOW LINE UNLESS OTHERWISE NOTED) CURB AND GUTTER (T.O = TIP OUT) EMERGENCY OVERFLOW 41.26 1125 891.00 G 891.00 TC 891.00 BS/TS 1137 EOF=1135.52 TO SPOT GRADE ELEVATION MATCH EXISTING891.00 ME GB GRADE BREAK - HIGH POINTS SEE SHEET C0.1 FOR GENERAL GRADING NOTES SEE SWPPP ON SHEETS SW1.0 - SW1.3 EROSION CONTROL NOTES: CONSTRUCTION LIMITS REVISION SUMMARY DATE DESCRIPTION 0 1" = 20'-0" 20'-0"10'-0" N Know what's below. before you dig.Call R STORMWATER MANAGEMENT NOTES: 1.PROJECT DISTURBANCE AREA IS LESS THAN 1.0 ACRE, SO NO COMMISSION PROJECT REVIEW IS REQUIRED PER THE SHINGLE CREEK WATERSHED MANAGEMENT COMMISSION AND NO PERMANENT STORMWATER MANAGEMENT IS REQUIRED. 2.SINCE THE PROJECT WILL BE REDUCING THE IMPERVIOUS AREA ON SITE, NO RATE CONTROL WILL BE REQUIRED PER THE CITY OF BROOKLYN CENTER. 3.CITY OF BROOKLYN CENTER REQUESTS STORMWATER BMP'S BE PROVIDED TO PROVIDE TSS REMOVAL. 4.THIS PROJECT IS UTILZING TWO SUMPED STORM MANHOLES WITH OUTLET HOODS TO PROVIDE THE REQUIRED STORMWATER BMP'S TO MEET CITY OF BROOKLYN CENTER REQUIREMENTS. Page 188 of 228 S89°42'00"W 230.72 S0 0 ° 1 8 ' 0 0 " E 16 4 . 9 8 N 3 6 ° 4 7 ' 3 0 " W 3 2 . 7 2 1 7 2 . 0 2 Δ = 0 ° 2 5 ' 5 1 " R = 2 2 8 7 6 . 3 2 351.96 N89°42'00"E 49 . 9 95.3 65 . 0 80.1 6 . 9 3.1 7.7 3. 1 7 . 0 2 Story Brick Sided Building Foundation Area = 6,127 +/- Sq. Ft. Existing Building Existing Building Bituminous Parking Lot Bituminous Parking Lot Bi t u m i n o u s P a r k i n g L o t B i t u m i n o u s P a t h B i t u m i n o u s P a t h ( A P u b l i c R / W ) B R O O K L Y N B O U L E V A R D ( C O U N T Y R O A D N O . 1 5 2 ) 12" P V C 6" PVC 12" PVC 3 3 " R C P 27 " R C P (P e r R e c . ) 12 " R C P (P e r R e c . ) 27" RCP (Per Rec.) 8 " W M ( P e r R e c . ) 8 " W M ( P e r R e c . ) 1 2 " R C P ( P e r R e c . ) 1 2 " R C P ( P e r R e c . ) 15" R C P (Per R e c . ) 6" WM (Per Rec.) 6" WM (Per Rec.) 6" W M ( P e r R e c . ) 5 Concrete Steps Co n c r e t e W a l k w a y Co n c r e t e W a l k w a y [A] Concrete Walkway Crosses Property Line A c c e s s Generator Water Service (Per Rec.) Chain Link Fence [B] Chain Link Fence Crosses Property Line [C] Chain Link Fence Crosses Property Line Ov e r h a n g Ov e r h a n g Concrete Retaining Wall Edge of Woods Edge of W o o d s Edge of Woods Edge of Woods Edge of Ice Edge of Ice [9] Drainage and Utility Easement Per Plat [9] Drainage and Utility Easement Per Plat [9] Drainage and Utility Easement Per Plat [9 ] D r a i n a g e a n d U t i l i t y Ea s e m e n t P e r P l a t [9] Drainage and Utility Easement Per Plat [9] Drainage and Utility Easement Per Plat [ 1 0 ] H i g h w a y E a s e m e n t P e r D o c . N o s . 7 2 9 1 1 2 4 & 8 6 6 0 1 2 7 [13] Vehicular Parking Easement Per Doc. No. 5268706 [14] Access Easement Per Doc. No. 11188033 Pond PID: 2711921320004 Address: Unassigned Owner: Brooklyn Ctr Meth Ch PID: 2711921320058 Address: 4513 71st Ave N Owner: Amy Yang PID: 2711921320059 Address: 4507 71st Ave N Owner: Gorpu Daniels/James Gbanjah PID: 2711921320060 Address: 4501 71st Ave N Owner: T Christensen/R Chistensen PID: 2711921320061 Address: 4419 71st Ave N Owner: W R Lindig & K S Lindig PID: 2711921320062 Address: 4413 71st Ave N Owner: James Campbell PID: 2711921330080-2711921330096 Address: Multiple Owner: Multiple PID: 2711921330097 Address: 7100 Brooklyn Blvd PID: 2711921330098 Address: Unassigned Owner: City of Brooklyn Center Found 1/2 Inch Open Iron Pipe Found Nail W/ Flagging Found 1/2 Inch Iron Pipe W/ Illegible Cap Found Rebar [ 9 ] D r a i n a g e a n d U t i l i t y E a s e m e n t P e r P l a t Overhang ( P l a t = 3 2 . 7 5 ) (Plat=230.80) ( P l a t = 1 7 1 . 9 7 ) 1 2 " R C P ( P e r R e c . ) 1 2 " R C P ( P e r R e c . ) N36 ° 2 6 ' 0 4 " W 13.5 6 1 3 2 . 1 3 Δ = 1 ° 0 9 ' 3 8 " R = 6 5 2 3 . 9 4 8" P V C Sanitary Service (Per Rec.) 326.15 28.20 202.52 REF FRZ 24 " 48 " 24" 36" NO PA R K I N G CONSTRUCTION LIMITS CONSTRUCTION LIMITS EX. SANMH EX. RIM=866.47 PR. RIM=866.20 EX. IE=857.90 ROTATE CASTING SO IT IS OUT OF PROP. CURB LINE EX. CBMH EX. RIM=865.18 PR. RIM=865.18 EX 12" IE=861.23 (FIELD VERIFY) PR 12" IE=861.23 CORE DRILL NEW CONNECTION TO EXISTING MH. DRILL CONNECTION FOR DT STUB IN FIELD CB 1 RIM=865.06 IE=861.51 SUMP=857.51 INSTALL HOOD ON OUTLET 28 LF 12" SCH40 STORM @ 1.00% MH 11 RIM=865.63 EX 12" IE (E)=858.58 (FIELD VERIFY) PR 6" IE (W)=859.33 PR 12" IE (S)=859.33 CONSTRUCT MH OVER EXISTING PIPE. DRILL CONNECTION FOR DT STUB IN FIELD. 40 LF 12" HDPE STORM @ 2.50% CONTRACTOR SHALL SAWCUT & REMOVE PVMTS., CURBS, AND WALKS FOR INSTALLATION OF UTILITIES. UPON COMPLETION OF UTILITY WORK, REPLACE ALL MATERIAL, IN KIND. CONTRACTOR SHALL COORDINATE ALL THE UTILITY SERVICES WITH BOTH THE CIVIL AND MECHANICAL PLANS PRIOR TO CONSTRUCTION. SEE DEMO PLAN FOR ALL EXISTING UTILITY REMOVAL INFORMATION 6" PERF. DRAIN TILE. SEE PLAYGROUND PLANS FOR FINAL LAYOUT AND ARCH'L FOR DETAILS, TYP. 6" PERF. DRAIN TILE. SEE PLAYGROUND PLANS FOR FINAL LAYOUT AND ARCH'L FOR DETAILS, TYP. 6" PERF. DRAIN TILE. SEE PLAYGROUND PLANS FOR FINAL LAYOUT AND ARCH'L FOR DETAILS, TYP. 6" DRAIN TILE CLEAN OUT. SEE PLAYGROUND PLANS FOR FINAL LAYOUT AND ARCH'L FOR DETAILS, TYP. 6" DRAIN TILE CLEAN OUT. SEE PLAYGROUND PLANS FOR FINAL LAYOUT AND ARCH'L FOR DETAILS, TYP. 31 LF 6" SOLID SCH40 STORM @ 1.00% 26 LF 6" SOLID SCH40 STORM @ 1.00% 8 LF 6" SOLID SCH40 STORM @ 1.00% CBMH 12 RIM=864.33 IE=860.33 SUMP=856.33 24" NYLOPLAST STRUCTURE WITH 24" DOMED GRATE. INSTALL HOOD ON OUTLET CONNECT TO EXISTING 6" STORM STUB IE=859.64 (FIELD VERIFY SIZE AND INVERT) INSTALL MNDOT CLASS III RIP RAP AROUND LOW POINT 5 LF 6" SOLID SCH40 STORM @ 1.00% COPYRIGHT CIVIL SITE GROUP INC.c PR O J E C T PR E L I M I N A R Y : NO T F O R CO N S T R U C T I O N 2025 ISSUE/SUBMITTAL SUMMARY DATE DESCRIPTION 3/11/25 CITY SUBMITTAL PROJECT MANAGER DAVID KNAEBLE CONTACT NUMBER 763-234-7523 DRAWN BY BB REVIEWED BY DK PROJECT NUMBER 25020 NE W H O R I Z O N A C A D E M Y 71 0 0 B R O O K L Y N B L V D , B R O O K L Y N C E N T E R , M N 5 5 4 2 9 NE W H O R I Z O N A C A D E M Y 34 0 5 A N N A P O L I S L A N E N , P L Y M O U T H , M N 5 5 4 4 7 48776 David J. Knaeble LICENSE NO.DATE I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. 3/11/25 Civil Engineering ° Surveying ° Landscape Architecture 5000 Glenwood Avenue Golden Valley, MN 55422 civilsitegroup.com 612-615-0060 OW N E R UTILITY PLAN LEGEND: CATCH BASIN GATE VALVE AND VALVE BOX SANITARY SEWER STORM SEWER WATER MAIN PROPOSED FIRE HYDRANT MANHOLE FES AND RIP RAP SEE SHEET C0.1 FOR GENERAL UTILITY NOTES CONSTRUCTION LIMITS DRAINTILE TRENCH DRAIN REVISION SUMMARY DATE DESCRIPTION C4.0 UTILITY PLAN 0 1" = 20'-0" 20'-0"10'-0" N Know what's below. before you dig.Call R Page 189 of 228 COPYRIGHT CIVIL SITE GROUP INC.c PR O J E C T PR E L I M I N A R Y : NO T F O R CO N S T R U C T I O N 2025 ISSUE/SUBMITTAL SUMMARY DATE DESCRIPTION 3/11/25 CITY SUBMITTAL PROJECT MANAGER DAVID KNAEBLE CONTACT NUMBER 763-234-7523 DRAWN BY BB REVIEWED BY DK PROJECT NUMBER 25020 NE W H O R I Z O N A C A D E M Y 71 0 0 B R O O K L Y N B L V D , B R O O K L Y N C E N T E R , M N 5 5 4 2 9 NE W H O R I Z O N A C A D E M Y 34 0 5 A N N A P O L I S L A N E N , P L Y M O U T H , M N 5 5 4 4 7 48776 David J. Knaeble LICENSE NO.DATE I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. 3/11/25 Civil Engineering ° Surveying ° Landscape Architecture 5000 Glenwood Avenue Golden Valley, MN 55422 civilsitegroup.com 612-615-0060 OW N E R C5.0 CIVIL DETAILS REVISION SUMMARY DATE DESCRIPTION ACCESSIBLE PARKING PAVEMENT MARKING N T S NO PARKING NOTE: 1.ADHERE TO ALL STATE & FEDERAL ADA STANDARDS FOR PARKING, PAINT & SIGNAGE. 2.VERIFY AND LAYOUT ALL PAINTED FORMS & STRIPING PRIOR TO INSTALLATION 3.SEE PLAN FOR ACTUAL PARKING SPACES LAYOUT 4.ALL PAINT COLORS MUST CONFORM TO STATE AND FEDERAL ADA STANDARDS NO PARKING NO PARKING 4" WIDE PAINTED STRIPING, 45° CROSS STRIPE PATTERN AT 2' O.C. AT ACCESS AISLE FACE OF CURB ADJ. SIDEWALK ACCESSIBLE CURB RAMP. SEE GRADING & DETAILS HANDICAP SIGN, CENTERED AT HEAD OF PARKING SPACE AND ACCESS AISLE 2' MIN,. AND 8' MAX. FROM FACE OF CURB HANDICAP PARKING ACCESS AISLE WITH PAINTED 12" HIGH LETTERING OF "NO PARKING" CENTERED TOWARD DRIVE AISLE NO PARKING SIGN CENTERED AT HEAD OF SPACE ON CENTER STRIPE HANDICAP PARKING SPACE WITH PAINTED INTERNATIONAL SYMBOL OF ACCESSIBILITY WITH CONTRASTING SQUARE BACKGROUND, CENTERED TOWARD DRIVE AISLE NOTE: FOR REFERENCE ONLY, USE STANDARD ADA PVMT. PAINT TEMPLATE 6" RADIUS 12" DIAMETER 6" LINE WIDTH FOR FIGURE 6" LINE WIDTH OUTSIDE BORDER 5'-6" SQUARE OVERALL 18" RADIUS "WHEEL" SHAPE PAINTED SYMBOL DIAGRAM 8' MIN. 8' MIN. 8' MIN. PE R C I T Y CO D E 9 6" 3' - 6 " 3' - 6 " 60 " - 6 6 " FR O M P A V E M E N T T O BO T T O M O F S I G N ACCESSIBLE SIGN & CHANNEL POST - LOT LOCATION N T S 1'-6" NOTE: 1. SIGN SHALL BE AS SPECIFIED. 2. BOTTOM OF SIGNS TO BE MOUNTED 60"-66" FROM PARKING GRADE, SEE SIGN POST INSTALLATION DETAIL 3. VERIFY POST PAINT C0LOR WITH LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. 14" METAL PLATE WELDED TO BOTTOM OF 6” PIPE GROUT INSIDE OF INNER PIPE ANNULAR SPACE TO 1" FROM TOP ADJACENT PVMT. - MATERIAL VARIES, SEE PLAN & DETAILS SLOPE TOP OF FOOTING AWAY FROM BASE, TYP. 1" SILICONE RUBBER OR ASPHALTIC CAULKING COMPOUND 6" OUTSIDE DIA. GALVANIZED STEEL PIPE PAINT 1 COAT ANTI-RUST PRIMER PRIMER 3-3/16", 2 LBS./FT., COMMERCIAL GRADE, GALVANIZED STEEL "CHANNEL" STYLE SIGN POST METAL SIGN(S) ACCORDING TO MN STATE CODE, PROVIDE SHOP DRAWING OF SIGN MODEL GALVANIZED STEEL FASTENER (TYP. OF 2), INCLUDE REINFORCING PLATE AT EACH BOLT LOCATION (3"X3") TRIM POST TO BELOW TOP OF SIGN 6" 1 4" THICK, COMMERCIAL GRADE THERMOPLASTIC POLYETHYLENE PROTECTIVE SLEEVE, PER IDEAL SHIELD OR SIMILAR. SHOP DRAWINGS REQUIRED. PROVIDE COLOR SELECTION OPTIONS CUT TOP OF POLYETHYLENE SLEEVE TO ACCOMMODATE CHANNEL POST (ON-SITE) COMMERCIAL GRADE CONSPICUITY MARKINGS (TAPE), 3M DIAMOND GRADE SERIES 973, OR SIMILAR COMPACTED AGG., TYP. 6" INSIDE DIA. GALVANIZED STEEL PIPE PAINT WITH ANTI-RUST PRIMER CONC. FOOTING, SONOTUBE® FORM RECOMMENDED NO PARKING TO BE USED IN FRONT OF STRIPED ACCESS AISLE 8 BITUMINOUS PAVEMENT - ALL TYPES N T S "A" WEAR COURSE (MNDOT 2360 - SPWEA340B) TACK COAT (MNDOT 2357) "B" BASE COURSE (MNDOT 2360 - SPNWB330B) "C" CLASS 5 AGGREGATE SUBBASE (MNDOT 3138) COMPACTED SUBGRADE (100% OF STANDARD PROCTOR MAX. DRY DENSITY) PAVEMENT DESIGN TYPE WEAR (A)BASE (B)AGG.(C) NOTE: IF NO DESIGN IS DEFINED IN ABOVE CHART, SEE GEOTECH REPORT FOR FINAL PAVEMENT SECTION. IF DESIGN IS DEFINED IN ABOVE CHART, IT SHOULD BE CONSIDERED FOR BIDDING PURPOSES ONLY. REFER TO GEOTECH FOR FINAL PAVEMENT SECTION. 2 LIGHT DUTY 2.0"2.0"8" FINISHED GRADE NOTES: 1.ALL CONCRETE PVMT. ON-SITE SHALL INCLUDE FIBER REINFORCING - 3 LBS./C.Y. CONC. MACRO-FIBERS PER ASTM C1116 2.INSTALLATION SHALL BE CERTIFIED AND IN ACCORDANCE TO AN ON-SITE A.C.I. TECHNICIAN AS SPECIFIED. 3.SEE GEO-TECHNICAL RECOMMENDATIONS FOR GROSS WEIGHT REQUIREMENTS. 4.SEE LAYOUT DRAWINGS FOR LIMITS OF WALKS. 5.SEE CONCRETE JOINT DETAIL FOR REQUIREMENTS. 6.1/2" WIDE EXPANSION JOINT AND SEALANT AT ALL CURBS. 7.IF NO DESIGN IS DEFINED IN CHART, SEE GEOTECH REPORT FOR FINAL PAVEMENT SECTION. 8.IF DESIGN IS DEFINED IN CHART, IT SHOULD BE CONSIDERED FOR BIDDING PURPOSES ONLY. REFER TO GEOTECH FOR FINAL PAVEMENT SECTION. CONCRETE PVMT./WALK/PAD N T S (PRIVATE PROPERTY) 1 2" RADIUS, 3 4" DEPTH TOOLED CONTROL JOINT LIGHT BROOM FINISH PERPENDICULAR TO TRAFFIC "A" CONCRETE AS SPECIFIED "B" CLASS 5 AGGREGATE BASE COMPACTED SUBGRADE THIS OCCURS ONLY WHERE MULCH MEETS EDGE OF WALK LEAVE TOP OF MULCH DOWN 1" FROM TOP OF WALK PAVEMENT DESIGN TYPE CONC. (A)AGG.(B) 3 LBS. / C.Y. CONC. MACRO-FIBER REINFORCING 1.CURING: 1.1.APPLY CURING COMPOUNDS IMMEDIATELY UPON FINISHING OF CONC. SURFACE. 1.2.ALL CONC. SURFACES SHALL HAVE CURING COMPOUNDS ALLIED PER ASTM C-309. AT 200 S.F. PER GAL. 1.3.ALL CURING COMPOUNDS SHALL BE TYPE 1 (CLEAR) AND CONTAIN ACRYLIC BASED CLASS B RESTRICTED RESIN SOLIDS. 3" 2" 1 WALKS 5"6" CONC. PVMT.7"6" EXPANSION JOINT SEALANT DETAILS N T S NOTES: 1.SEPARATING TAPE OR BACKER MATERIAL REQUIRED TO PREVENT JOINT SEALANT FROM FLOWING INTO SAWCUT, TO SEPARATE NONCOMPATIBLE MATERIALS AND TO PREVENT SEALANT FROM BONDING TO BOTTOM OF RESERVOIR. 2.TOP OF SEALANT WILL BE 1/8" TO 1/4" BELOW TOP OF PAVEMENT. W= WIDTH OF SEALANT RESERVOIR 1/2" MINIMUN 5/8" MAXIMUM EXCEPT FOR 3/4" EXPANSION JOINTS D= DEPTH OF SEALANT 1.0 TO 1.5 TIMES W T= DEPTH OF INTIAL SAWCUT, 1/4 OF THE SLAB THINKNESS FOR PAVEMENT LESS THAN 12" POURED JOINT SEALANT SEPARATING TAPE SEE NOTE 1 SEE NOTE 2 POURED JOINT SEALANT SEE NOTE 2 BACKER MATERIAL SEE NOTE 1 W D T T W D POURED JOINT SEALANT SEE NOTE 2 BACKER MATERIAL SEE NOTE 1 T W D COMPACTED CLASS 5 AGGREGATE BASE. SEE SOIL REPORT FOR DEPTH, 6" MIN. EXTERIOR BUILDING WALL CONCRETE PAVEMENT CONCRETE PAVEMENT CONCRETE PAVEMENT CONCRETE PAVEMENT CONCRETE PAVEMENT 3 1.INSTALLATION AND REINFORCEMENT SHALL BE IN ACCORDANCE TO A CERTIFIED, ON-SITE A.C.I. TECHNICIAN AS SPECIFIED. 2.SEE GEO-TECHNICAL RECOMMENDATIONS FOR SOILS ENGINEER'S PVMT. SECTION REQUIREMENTS. 3.SEE LAYOUT DRAWINGS FOR LIMITS OF WALKS. 4.SEE CONCRETE JOINT DETAIL FOR REQUIREMENTS. 5.1/2" WIDE EXPANSION JOINT AND SEALANT AT ALL CURBS. 6.WIRE MESH AND CHAIRS REQUIRED FOR ALL WALKS OR IN LOCATIONS FOR VEHICULAR TRAFFIC. THICKENED EDGE CONC. WALK N T S VA R I E S SE E G R A D I N G PL A N 6" NOTE: COMPACTED SUBGRADE CLASS 5 AGGREGATE BASE MIN. 6" UNDER CONCRETE (VERIFY W/ SOILS ENGINEER) W1.6 X W1.6 WIRE MESH W/ SPACING CHAIRS. CENTER MESH IN CONC. POUR, ALL DIRECTIONS. (REGARDLESS OF WALK SECTION CONCRETE DETAIL, MESH IS REQ. THROUGHOUT ENTIRE WIDTH OF ALL "THICKENED EDGE" WALKS.) INSTALL ADJ. MULCH OR LAWN 1" FROM TOP OF WALK, WHERE APPLICABLE CONC. PVMT. SECTION - TYP. 5", SEE DETAIL FOR WALK SECTION, VERIFY W/ SOILS ENGINEER ADJACENT PVMT., SEE SITE PLAN FOR LAYOUT, DETAIL FOR SECTION AND VERIFY W/ SOILS ENGINEER. ENSURE WATER FLOWS AWAY FROM ALL INSTANCES OF "THICKENED EDGE WALK". COORDINATE W/ GRADING PLAN FINISH SURFACE, SEE DETAILS FOR SCORING PATTERN AND TEXTURE, VERIFY WITH OWNER CONTROL JOINTS PER SITE PLAN 6" 1" 5" 6 NOTES: 1. INSTALL CONSTRUCTION JOINTS AT 10'-0" O.C. +/- 2. BASE DEPTH DEPENDANT UPON SOIL CONDITIONS, SEE SOILS REPORT N T S SURMOUNTABLE CURB 28" 10-1 2"17-1 2" 7" 4" 11 " 16" 1 2" FACE OF CURB SLOPE GUTTER 3 4" PER 1'-0" TIP OUT CONDITION WHERE SHOWN ON SITE PLAN, MATCH ADJ. PVMT. (MIN. 0.5% SLOPE OUT) 28 " R 12 " R FINISHED GRADE FINISHED GRADE COMPACTED SUB-BASE SOIL COMPACTED CLASS 5 AGG. BASE, COORDINATE WITH SOILS REPORT FOR DEPTH - MIN. 6" ADJ. PVMT. SECTION, SEE DETAILS & PLANS 7 N T S B-612 CONCRETE CURB AND GUTTER 7" 13 1 / 2 " 6" FINISHED GRADE FINISHED GRADE 3" RADIUS CORNERS 1:3 BATTER SLOPE GUTTER 3/4"/1' 0.5% SLOPE-CONSTRUCT WITH REVERSE SLOPE GUTTER WHERE THE PAVEMENT SLOPES AWAY FROM CURB 1/2" RADIUS 6" 8"12" CLASS 5 AGGREGATE SUB-BASE, COORD. BITUMINOUS PAVEMENT DETAIL (6" MIN.) COMPACTED SUB-BASE, EXIST. NATIVE OR PER SOILS REPORT NOTE: 1. INSTALL CONSTRUCTION JOINTS AT 10'-0" O.C. +/- 2. BASE DEPTH DEPENDANT UPON SOIL CONDITIONS 1/2" RADIUS 4 12" FINISHED GRADE NOTES: 1. INSTALL CONSTRUCTION JOINTS AT 10'-0" O.C. +/- 2. BASE DEPTH DEPENDANT UPON SOIL CONDITIONS 6" 6" PLAYGROUND CURB N T S ADJ. PVMT. SECTION, OR OTHER MATERIALS, SEE PLAN CONTINUOUS SLOPE CONCRETE "CURB" ADJ. PVMT. SECTION, LAWN, BIT. PVMT., OR OTHER MATERIALS, SEE PLAN COMPACTED CLASS 5 AGGREGATE BASE, SEE SOIL REPORT FOR DEPTH, 6" MIN. COMPACTED SUB-BASE, NATIVE SOIL OR AS PER SOILS REPORT RECOMMENDATIONS FINISHED GRADE 7" 5 Page 190 of 228 S89°42'00"W 230.72 S0 0 ° 1 8 ' 0 0 " E 16 4 . 9 8 N 3 6 ° 4 7 ' 3 0 " W 3 2 . 7 2 1 7 2 . 0 2 Δ = 0 ° 2 5 ' 5 1 " R = 2 2 8 7 6 . 3 2 351.96 N89°42'00"E 49 . 9 95.3 65 . 0 80.1 6 . 9 3.1 7.7 3. 1 7 . 0 2 Story Brick Sided Building Foundation Area = 6,127 +/- Sq. Ft. Existing Building Existing Building Bituminous Parking Lot Bituminous Parking Lot Bituminous Parking Lot Bi t u m i n o u s P a r k i n g L o t B i t u m i n o u s P a t h B i t u m i n o u s P a t h ( A P u b l i c R / W ) B R O O K L Y N B O U L E V A R D ( C O U N T Y R O A D N O . 1 5 2 ) 12" P V C 6" PVC 12" PVC 3 3 " R C P 27 " R C P (P e r R e c . ) 12 " R C P (P e r R e c . ) 27" RCP (Per Rec.) 8 " W M ( P e r R e c . ) 8 " W M ( P e r R e c . ) 1 2 " R C P ( P e r R e c . ) 1 2 " R C P ( P e r R e c . ) 15" R C P (Per R e c . ) 6" WM (Per Rec.) 6" WM (Per Rec.) 6" W M ( P e r R e c . ) 11 1 5 5 8 10 19 7 2 5 M o n u m e n t S i g n Concrete Steps Co n c r e t e W a l k w a y Co n c r e t e W a l k w a y [A] Concrete Walkway Crosses Property Line A c c e s s Generator Water Service (Per Rec.) Concrete Chain Link Fence [B] Chain Link Fence Crosses Property Line [C] Chain Link Fence Crosses Property Line Trash Enclosure Landscaping Rock C o l u m n O v e r h a n g Ov e r h a n g Ov e r h a n g Concrete Retaining Wall Edge of Woods Edge of W o o d s Edge of Woods Edge of Woods Edge of Ice Edge of Ice [9] Drainage and Utility Easement Per Plat [9] Drainage and Utility Easement Per Plat [9] Drainage and Utility Easement Per Plat [9 ] D r a i n a g e a n d U t i l i t y Ea s e m e n t P e r P l a t [9] Drainage and Utility Easement Per Plat [9] Drainage and Utility Easement Per Plat [ 1 0 ] H i g h w a y E a s e m e n t P e r D o c . N o s . 7 2 9 1 1 2 4 & 8 6 6 0 1 2 7 [13] Vehicular Parking Easement Per Doc. No. 5268706 [14] Access Easement Per Doc. No. 11188033 Pond PID: 2711921320004 Address: Unassigned Owner: Brooklyn Ctr Meth Ch PID: 2711921320058 Address: 4513 71st Ave N Owner: Amy Yang PID: 2711921320059 Address: 4507 71st Ave N Owner: Gorpu Daniels/James Gbanjah PID: 2711921320060 Address: 4501 71st Ave N Owner: T Christensen/R Chistensen PID: 2711921320061 Address: 4419 71st Ave N Owner: W R Lindig & K S Lindig PID: 2711921320062 Address: 4413 71st Ave N Owner: James Campbell PID: 2711921330080-2711921330096 Address: Multiple Owner: Multiple PID: 2711921330097 Address: 7100 Brooklyn Blvd PID: 2711921330098 Address: Unassigned Owner: City of Brooklyn Center Found 1/2 Inch Open Iron Pipe Found Nail W/ Flagging Found 1/2 Inch Iron Pipe W/ Illegible Cap Found Rebar [ 9 ] D r a i n a g e a n d U t i l i t y E a s e m e n t P e r P l a t Overhang ( P l a t = 3 2 . 7 5 ) (Plat=230.80) ( P l a t = 1 7 1 . 9 7 ) 1 2 " R C P ( P e r R e c . ) 1 2 " R C P ( P e r R e c . ) N36 ° 2 6 ' 0 4 " W 13.5 6 1 3 2 . 1 3 Δ = 1 ° 0 9 ' 3 8 " R = 6 5 2 3 . 9 4 8" P V C Sanitary Service (Per Rec.) 326.15 28.20 202.52 CONSTRUCTION LIMITS CONSTRUCTION LIMITS CONSTRUCTION ENTRANCE PERIMETER EROSION CONTROL AT CONSTRUCTION LIMITS, TYP. CONTRACTOR TO PROVIDE INLET PROTECTION AT ALL DOWNSTREAM CATCH BASINS. INLET PROTECTION AT EXISTING CATCH BASIN BEING REMOVED, TYP. PERIMETER EROSION CONTROL AT CONSTRUCTION LIMITS, TYP. COPYRIGHT CIVIL SITE GROUP INC.c PR O J E C T PR E L I M I N A R Y : NO T F O R CO N S T R U C T I O N 2025 ISSUE/SUBMITTAL SUMMARY DATE DESCRIPTION 3/11/25 CITY SUBMITTAL PROJECT MANAGER DAVID KNAEBLE CONTACT NUMBER 763-234-7523 DRAWN BY BB REVIEWED BY DK PROJECT NUMBER 25020 NE W H O R I Z O N A C A D E M Y 71 0 0 B R O O K L Y N B L V D , B R O O K L Y N C E N T E R , M N 5 5 4 2 9 NE W H O R I Z O N A C A D E M Y 34 0 5 A N N A P O L I S L A N E N , P L Y M O U T H , M N 5 5 4 4 7 48776 David J. Knaeble LICENSE NO.DATE I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. 3/11/25 Civil Engineering ° Surveying ° Landscape Architecture 5000 Glenwood Avenue Golden Valley, MN 55422 civilsitegroup.com 612-615-0060 OW N E R SW1.0 SWPPP - EXISTING CONDITIONS 1. RESERVED FOR CITY SPECIFIC EROSION CONTROL NOTES. CITY OF BROOKLYN CENTER EROSION CONTROL NOTES: SWPPP LEGEND: EX. 1' CONTOUR ELEVATION INTERVAL INLET PROTECTION STABILIZED CONSTRUCTION ENTRANCE DRAINAGE ARROW SILT FENCE / BIOROLL - GRADING LIMIT 1125 ALL SPECIFIED EROSION AND SEDIMENT CONTROL PRACTICES, AND MEASURES CONTAINED IN THIS SWPPP ARE THE MINIMUM REQUIREMENTS. ADDITIONAL PRACTICES MAY BE REQUIRED DURING THE COURSE OF CONSTRUCTION. REVISION SUMMARY DATE DESCRIPTION 1.ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. CONTACT "GOPHER STATE ONE CALL" (651-454-0002 OR 800-252-1166) FOR UTILITY LOCATIONS, 48 HOURS PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL REPAIR OR REPLACE ANY UTILITIES THAT ARE DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. 2.THIS PROJECT IS LESS THAN ONE ACRE AND WILL NOT REQUIRE AN MPCA NPDES PERMIT. CONTRACTOR IS RESPONSIBLE FOR OBTAINING ANY EROSION CONTROL PERMITS REQUIRED BY THE CITY. 3.SEE SHEETS SW1.0 - SW1.3 FOR ALL EROSION CONTROL NOTES, DESCRIPTIONS, AND PRACTICES. 4.SEE GRADING PLAN FOR ADDITIONAL GRADING AND EROSION CONTROL NOTES. 5.CONTRACTOR IS RESPONSIBLE FOR SWPPP IMPLEMENTATION, INSPECTIONS, MAINTENANCE AND COMPLIANCE WITH THE PERMIT. SWPPP NOTES: 0 1" = 20'-0" 20'-0"10'-0" N Know what's below. before you dig.Call R Page 191 of 228 COPYRIGHT CIVIL SITE GROUP INC.c PR O J E C T PR E L I M I N A R Y : NO T F O R CO N S T R U C T I O N 2025 ISSUE/SUBMITTAL SUMMARY DATE DESCRIPTION 3/11/25 CITY SUBMITTAL PROJECT MANAGER DAVID KNAEBLE CONTACT NUMBER 763-234-7523 DRAWN BY BB REVIEWED BY DK PROJECT NUMBER 25020 NE W H O R I Z O N A C A D E M Y 71 0 0 B R O O K L Y N B L V D , B R O O K L Y N C E N T E R , M N 5 5 4 2 9 NE W H O R I Z O N A C A D E M Y 34 0 5 A N N A P O L I S L A N E N , P L Y M O U T H , M N 5 5 4 4 7 48776 David J. Knaeble LICENSE NO.DATE I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. 3/11/25 Civil Engineering ° Surveying ° Landscape Architecture 5000 Glenwood Avenue Golden Valley, MN 55422 civilsitegroup.com 612-615-0060 OW N E R C5.1 CIVIL DETAILS REVISION SUMMARY DATE DESCRIPTION PIPE BEDDING - PVC N T S "BC" DENOTES OUTSIDE DIAMETER OF PIPE COARSE FILTER AGG. (MNDOT SPEC. 3149H MODIFIED)MINIMUM 2D+BC+12" D VARIABLE PIPE FOUNDATION & BEDDING IN GOOD SOILS PIPE FOUNDATION & BEDDING IN GOOD SOILS MIN.=BC+12 BC BC "BC" DENOTES OUTSIDE DIAMETER OF PIPE COMPACTED BACKFILL GR A N U L A R B O R R O W (M N D O T S P E C . 3 1 4 9 A MO D I F I E D ) 6" 12 " COMPACTED BACKFILL BE D D I N G FOUNDATION 12 " 6" 4 BASES SHALL BE 8" STANDARD PRECAST WITH 2" LEAN GROUT, OR POURED 8" SLAB REINFORCED WITH 6" x 6" 10/10 MESH 16 " O . C . VARIABLE 27" 112" VA R I A B L E 1 8" MIN. STORM MANHOLE N T S DIMENSIONS FROM BACK OF CURB (BOC) TO CENTER OF PIPE: 4' DIA. MH - 9" IN FROM BOC 5' DIA. MH - 3" IN FROM BOC 6' DIA. MH - 3" BEHIND BOC 7' DIA. MH - 9" BEHIND BOC 8' DIA. MH - 15" BEHIND BOC COVER SHALL BE STAMPED "STORM SEWER" METAL SEWER CASTING - REFER TO STRUCTURE SCHEDULE FOR TYPE MIN. 2 AND MAX. 5 ADJUSTING RINGS. GROUT BETWEEN RINGS, CASTING, AND ALONG OUTSIDE. PRECAST CONCRETE CONE SECTION STEPS ON DOWNSTREAM SIDE GROUT SHELF AND CHANNELS 1 BASES SHALL BE 8" STANDARD PRECAST WITH 2" LEAN GROUT, OR POURED 8" SLAB REINFORCED WITH 6" x 6" 10/10 MESH 16 " O . C . VARIABLE 27" 112" VA R I A B L E 1 8" MIN. STORM CATCH BASIN W/ SUMP N T S DIMENSIONS FROM BACK OF CURB (BOC) TO CENTER OF PIPE: 4' DIA. MH - 9" IN FROM BOC 5' DIA. MH - 3" IN FROM BOC 6' DIA. MH - 3" BEHIND BOC 7' DIA. MH - 9" BEHIND BOC 8' DIA. MH - 15" BEHIND BOC COVER SHALL BE STAMPED "STORM SEWER" METAL SEWER CASTING - REFER TO STRUCTURE SCHEDULE FOR TYPE MIN. 2 AND MAX. 5 ADJUSTING RINGS. GROUT BETWEEN RINGS, CASTING, AND ALONG OUTSIDE. PRECAST CONCRETE CONE SECTION STEPS ON DOWNSTREAM SIDE 48 " S U M P CASTING SCHEDULE CATCH BASIN/MANHOLE/RISER GRATE TYPE (NEENAH)REMARKS 1 R-3067 STORM CURB INLET 11 R-1642 STORM MANHOLE NOTE: 1.CASTINGS SHALL BE NEENAH FOUNDRY CASTINGS OR APPROVED EQUIVALENT. 2.CASTINGS SHALL BE STAMPED WITH APPROPRIATE UTILITY NAME ("STORM SEWER", "SANITARY SEWER") CASTING SCHEDULE N T S3 INSTALL HOOD ON OUTLET PIPE 2 Page 192 of 228 COPYRIGHT CIVIL SITE GROUP INC.c PR O J E C T PR E L I M I N A R Y : NO T F O R CO N S T R U C T I O N 2025 ISSUE/SUBMITTAL SUMMARY DATE DESCRIPTION 3/11/25 CITY SUBMITTAL PROJECT MANAGER DAVID KNAEBLE CONTACT NUMBER 763-234-7523 DRAWN BY BB REVIEWED BY DK PROJECT NUMBER 25020 NE W H O R I Z O N A C A D E M Y 71 0 0 B R O O K L Y N B L V D , B R O O K L Y N C E N T E R , M N 5 5 4 2 9 NE W H O R I Z O N A C A D E M Y 34 0 5 A N N A P O L I S L A N E N , P L Y M O U T H , M N 5 5 4 4 7 48776 David J. Knaeble LICENSE NO.DATE I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. 3/11/25 Civil Engineering ° Surveying ° Landscape Architecture 5000 Glenwood Avenue Golden Valley, MN 55422 civilsitegroup.com 612-615-0060 OW N E R C5.2 CIVIL DETAILS REVISION SUMMARY DATE DESCRIPTION Page 193 of 228 S89°42'00"W 230.72 S0 0 ° 1 8 ' 0 0 " E 16 4 . 9 8 N 3 6 ° 4 7 ' 3 0 " W 3 2 . 7 2 1 7 2 . 0 2 Δ = 0 ° 2 5 ' 5 1 " R = 2 2 8 7 6 . 3 2 351.96 N89°42'00"E 49 . 9 95.3 65 . 0 80.1 6 . 9 3.1 7.7 3. 1 7 . 0 2 Story Brick Sided Building Foundation Area = 6,127 +/- Sq. Ft. Existing Building Existing Building Bituminous Parking Lot Bituminous Parking Lot Bi t u m i n o u s P a r k i n g L o t B i t u m i n o u s P a t h B i t u m i n o u s P a t h ( A P u b l i c R / W ) B R O O K L Y N B O U L E V A R D ( C O U N T Y R O A D N O . 1 5 2 ) 12" P V C 6" PVC 12" PVC 3 3 " R C P 27 " R C P (P e r R e c . ) 12 " R C P (P e r R e c . ) 27" RCP (Per Rec.) 8 " W M ( P e r R e c . ) 8 " W M ( P e r R e c . ) 1 2 " R C P ( P e r R e c . ) 1 2 " R C P ( P e r R e c . ) 15" R C P (Per R e c . ) 6" WM (Per Rec.) 6" WM (Per Rec.) 6" W M ( P e r R e c . ) 5 Concrete Steps Co n c r e t e W a l k w a y Co n c r e t e W a l k w a y [A] Concrete Walkway Crosses Property Line A c c e s s Generator Water Service (Per Rec.) Chain Link Fence [B] Chain Link Fence Crosses Property Line [C] Chain Link Fence Crosses Property Line Ov e r h a n g Ov e r h a n g Concrete Retaining Wall Edge of Woods Edge of W o o d s Edge of Woods Edge of Woods Edge of Ice Edge of Ice [9] Drainage and Utility Easement Per Plat [9] Drainage and Utility Easement Per Plat [9] Drainage and Utility Easement Per Plat [9 ] D r a i n a g e a n d U t i l i t y Ea s e m e n t P e r P l a t [9] Drainage and Utility Easement Per Plat [9] Drainage and Utility Easement Per Plat [ 1 0 ] H i g h w a y E a s e m e n t P e r D o c . N o s . 7 2 9 1 1 2 4 & 8 6 6 0 1 2 7 [13] Vehicular Parking Easement Per Doc. No. 5268706 [14] Access Easement Per Doc. No. 11188033 Pond PID: 2711921320004 Address: Unassigned Owner: Brooklyn Ctr Meth Ch PID: 2711921320058 Address: 4513 71st Ave N Owner: Amy Yang PID: 2711921320059 Address: 4507 71st Ave N Owner: Gorpu Daniels/James Gbanjah PID: 2711921320060 Address: 4501 71st Ave N Owner: T Christensen/R Chistensen PID: 2711921320061 Address: 4419 71st Ave N Owner: W R Lindig & K S Lindig PID: 2711921320062 Address: 4413 71st Ave N Owner: James Campbell PID: 2711921330080-2711921330096 Address: Multiple Owner: Multiple PID: 2711921330097 Address: 7100 Brooklyn Blvd PID: 2711921330098 Address: Unassigned Owner: City of Brooklyn Center Found 1/2 Inch Open Iron Pipe Found Nail W/ Flagging Found 1/2 Inch Iron Pipe W/ Illegible Cap Found Rebar [ 9 ] D r a i n a g e a n d U t i l i t y E a s e m e n t P e r P l a t Overhang ( P l a t = 3 2 . 7 5 ) (Plat=230.80) ( P l a t = 1 7 1 . 9 7 ) 1 2 " R C P ( P e r R e c . ) 1 2 " R C P ( P e r R e c . ) N36 ° 2 6 ' 0 4 " W 13.5 6 1 3 2 . 1 3 Δ = 1 ° 0 9 ' 3 8 " R = 6 5 2 3 . 9 4 8" P V C Sanitary Service (Per Rec.) 326.15 28.20 202.52 REF FRZ 24 " 48 " 24" 36" NO PA R K I N G CONSTRUCTION LIMITS CONSTRUCTION LIMITS CONSTRUCTION ENTRANCE PERIMETER EROSION CONTROL AT CONSTRUCTION LIMITS, TYP. CONTRACTOR TO PROVIDE INLET PROTECTION AT ALL DOWNSTREAM CATCH BASINS. PLACE EROSION CONTROL BLANKET ON ALL SLOPES 4:1 OR STEEPER, TYP. (MNDOT CATEGORY 3) INLET PROTECTION AT PROPOSED CATCH BASIN, TYP PERIMETER EROSION CONTROL AT CONSTRUCTION LIMITS, TYP. INSTALL MNDOT CLASS III RIP RAP AROUND LOW POINT COPYRIGHT CIVIL SITE GROUP INC.c PR O J E C T PR E L I M I N A R Y : NO T F O R CO N S T R U C T I O N 2025 ISSUE/SUBMITTAL SUMMARY DATE DESCRIPTION 3/11/25 CITY SUBMITTAL PROJECT MANAGER DAVID KNAEBLE CONTACT NUMBER 763-234-7523 DRAWN BY BB REVIEWED BY DK PROJECT NUMBER 25020 NE W H O R I Z O N A C A D E M Y 71 0 0 B R O O K L Y N B L V D , B R O O K L Y N C E N T E R , M N 5 5 4 2 9 NE W H O R I Z O N A C A D E M Y 34 0 5 A N N A P O L I S L A N E N , P L Y M O U T H , M N 5 5 4 4 7 48776 David J. Knaeble LICENSE NO.DATE I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. 3/11/25 Civil Engineering ° Surveying ° Landscape Architecture 5000 Glenwood Avenue Golden Valley, MN 55422 civilsitegroup.com 612-615-0060 OW N E R SW1.1 SWPPP - PROPOSED CONDITIONS 1. RESERVED FOR CITY SPECIFIC EROSION CONTROL NOTES. CITY OF BROOKLYN CENTER EROSION CONTROL NOTES: SWPPP LEGEND: INLET PROTECTION STABILIZED CONSTRUCTION ENTRANCE DRAINAGE ARROW 1.0' CONTOUR ELEVATION INTERVAL SILT FENCE / BIOROLL - GRADING LIMIT EROSION CONTROL BLANKET 1137 REVISION SUMMARY DATE DESCRIPTION 1.ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. CONTACT "GOPHER STATE ONE CALL" (651-454-0002 OR 800-252-1166) FOR UTILITY LOCATIONS, 48 HOURS PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL REPAIR OR REPLACE ANY UTILITIES THAT ARE DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. 2.THIS PROJECT IS LESS THAN ONE ACRE AND WILL NOT REQUIRE AN MPCA NPDES PERMIT. CONTRACTOR IS RESPONSIBLE FOR OBTAINING ANY EROSION CONTROL PERMITS REQUIRED BY THE CITY. 3.SEE SHEETS SW1.0 - SW1.3 FOR ALL EROSION CONTROL NOTES, DESCRIPTIONS, AND PRACTICES. 4.SEE GRADING PLAN FOR ADDITIONAL GRADING AND EROSION CONTROL NOTES. 5.CONTRACTOR IS RESPONSIBLE FOR SWPPP IMPLEMENTATION, INSPECTIONS, MAINTENANCE AND COMPLIANCE WITH THE PERMIT. SWPPP NOTES: ALL SPECIFIED EROSION AND SEDIMENT CONTROL PRACTICES, AND MEASURES CONTAINED IN THIS SWPPP ARE THE MINIMUM REQUIREMENTS. ADDITIONAL PRACTICES MAY BE REQUIRED DURING THE COURSE OF CONSTRUCTION. EX. 1' CONTOUR ELEVATION INTERVAL1125 0 1" = 20'-0" 20'-0"10'-0" N Know what's below. before you dig.Call R Page 194 of 228 SW1.3 SWPPP - NARRATIVE OWNER INFORMATIONTRAINING SECTION 21 PARTY RESPONSIBLE FOR LONG TERM OPERATION AND MAINTENANCE OF PERMANENT STORM WATER MANAGEMENT SYSTEM PERMANENT STORMWATER MANAGEMENT IS NOT REQUIRED AS PART OF THIS PROJECT TO MEET NPDES PERMIT REQUIREMENTS. AREAS AND QUANTITIES: SWPPP CONTACT PERSON CONTRACTOR:SWPPP INSPECTOR TRAINING: ALL SWPPP INSPECTIONS MUST BE PERFORMED BY A PERSON THAT MEETS THE TRAINING REQUIREMENTS OF THE NPDES CONSTRUCTION SITE PERMIT. TRAINING CREDENTIALS SHALL BE PROVIDED BY THE CONTRACTOR AND KEPT ON SITE WITH THE SWPPP NOTE: QUANTITIES ARE FOR INFORMATIONAL PURPOSES ONLY. CONTRACTOR SHALL DETERMINE FOR THEMSELVES THE EXACT QUANTITIES FOR BIDDING AND CONSTRUCTION. SUPPLEMENTARY SITE SPECIFIC EROSION CONTROL NOTES: THESE NOTES SUPERCEDE ANY GENERAL SWPPP NOTES. SWPPP ATTACHMENTS (ONLY APPLICABLE IF SITE IS 1 ACRE OR GREATER): NA THE CONTRACTOR AND ALL SUBCONTRACTORS INVOLVED WITH A CONSTRUCTION ACTIVITY THAT DISTURBS SITE SOIL OR WHO IMPLEMENT A POLLUTANT CONTROL MEASURE IDENTIFIED IN THE STORM WATER POLLUTION PREVENTION PLAN (SWPPP) MUST COMPLY WITH THE REQUIREMENTS OF THE NATIONAL POLLUTION DISCHARGE ELIMINATION SYSTEM (NPDES) GENERAL PERMIT (DATED AUGUST 1, 2018 # MNR100001) AND ANY LOCAL GOVERNING AGENCY HAVING JURISDICTION CONCERNING EROSION AND SEDIMENTATION CONTROL. STORMWATER DISCHARGE DESIGN REQUIREMENTS SWPPP THE NATURE OF THIS PROJECT WILL BE CONSISTENT WITH WHAT IS REPRESENTED IN THIS SET OF CONSTRUCTION PLANS AND SPECIFICATIONS. SEE THE SWPPP PLAN SHEETS AND SWPPP NARRATIVE (ATTACHMENT A: CONSTRUCTION SWPPP TEMPLATE) FOR ADDITIONAL SITE SPECIFIC SWPPP INFORMATION. THE PLANS SHOW LOCATIONS AND TYPES OF ALL TEMPORARY AND PERMANENT EROSION PREVENTION AND SEDIMENT CONTROL BMP'S. STANDARD DETAILS ARE ATTACHED TO THIS SWPPP DOCUMENT. THE INTENDED SEQUENCING OF MAJOR CONSTRUCTION ACTIVITIES IS AS FOLLOWS: 1. INSTALL STABILIZED ROCK CONSTRUCTION ENTRANCE 2. INSTALLATION OF SILT FENCE AROUND SITE 3. INSTALL ORANGE CONSTRUCTION FENCING AROUND INFILTRATION AREAS 4. INSTALL INLET PROTECTION AT ALL ADJACENT AND DOWNSTREAM CATCH BASINS 5. CLEAR AND GRUB FOR TEMPORARY SEDIMENT BASIN / POND INSTALL 6. CONSTRUCT TEMPORARY SEDIMENT BASIN / POND (SECTION 14) 7. CLEAR AND GRUB REMAINDER OF SITE 8. STRIP AND STOCKPILE TOPSOIL 9. ROUGH GRADING OF SITE 10. STABILIZE DENUDED AREAS AND STOCKPILES 11. INSTALL SANITARY SEWER, WATER MAIN STORM SEWER AND SERVICES 12. INSTALL SILT FENCE / INLET PROTECTION AROUND CB'S 13. INSTALL STREET SECTION 14. INSTALL CURB AND GUTTER 15. BITUMINOUS ON STREETS 16. FINAL GRADE BOULEVARD, INSTALL SEED AND MULCH 17. REMOVE ACCUMULATED SEDIMENT FROM BASIN / POND 18. FINAL GRADE POND / INFILTRATION BASINS (DO NOT COMPACT SOILS IN INFILTRATION AREAS.) 19. WHEN ALL CONSTRUCTION ACTIVITY IS COMPLETE AND THE SITE IS STABILIZED BY EITHER SEED OR SOD/LANDSCAPING, REMOVE SILT FENCE AND RESEED ANY AREAS DISTURBED BY THE REMOVAL. RECORDS RETENTION: THE SWPPP (ORIGINAL OR COPIES) INCLUDING, ALL CHANGES TO IT, AND INSPECTIONS AND MAINTENANCE RECORDS MUST BE KEPT AT THE SITE DURING CONSTRUCTION BY THE PERMITTEE WHO HAS OPERATIONAL CONTROL OF THAT PORTION OF THE SITE. THE SWPPP CAN BE KEPT IN EITHER THE FIELD OFFICE OR IN AN ON SITE VEHICLE DURING NORMAL WORKING HOURS. ALL OWNER(S) MUST KEEP THE SWPPP, ALONG WITH THE FOLLOWING ADDITIONAL RECORDS, ON FILE FOR THREE (3) YEARS AFTER SUBMITTAL OF THE NOT AS OUTLINED IN SECTION 4. THIS DOES NOT INCLUDE ANY RECORDS AFTER SUBMITTAL OF THE NOT. 1.THE FINAL SWPPP; 2.ANY OTHER STORMWATER RELATED PERMITS REQUIRED FOR THE PROJECT; 3.RECORDS OF ALL INSPECTION AND MAINTENANCE CONDUCTED DURING CONSTRUCTION (SEE SECTION 11, INSPECTIONS AND MAINTENANCE); 4.ALL PERMANENT OPERATION AND MAINTENANCE AGREEMENTS THAT HAVE BEEN IMPLEMENTED, INCLUDING ALL RIGHT OF WAY, CONTRACTS, COVENANTS AND OTHER BINDING REQUIREMENTS REGARDING PERPETUAL MAINTENANCE; AND 5.ALL REQUIRED CALCULATIONS FOR DESIGN OF THE TEMPORARY AND PERMANENT STORMWATER MANAGEMENT SYSTEMS. SWPPP IMPLEMENTATION RESPONSIBILITIES: 1.THE OWNER AND CONTRACTOR ARE PERMITTEE(S) AS IDENTIFIED BY THE NPDES PERMIT. 2.CONTRACTOR SHALL BE RESPONSIBLE FOR ALL ON-SITE IMPLEMENTATION OF THE SWPPP, INCLUDING THE ACTIVITIES OF ALL OF THE CONTRACTOR'S SUBCONTRACTORS. 3.CONTRACTOR SHALL PROVIDE A PERSON(S) KNOWLEDGEABLE AND EXPERIENCED IN THE APPLICATION OF EROSION PREVENTION AND SEDIMENT CONTROL BMPS TO OVERSEE ALL INSTALLATION AND MAINTENANCE OF BMPS AND IMPLEMENTATION OF THE SWPPP. 4.CONTRACTOR SHALL PROVIDE PERSON(S) MEETING THE TRAINING REQUIREMENTS OF THE NPDES PERMIT TO CONDUCT INSPECTION AND MAINTENANCE OF ALL EROSION PREVENTION AND SEDIMENT CONTROL BMPS IN ACCORDANCE WITH THE REQUIREMENTS OF THE PERMIT. ONE OF THESE INDIVIDUAL(S) MUST BE AVAILABLE FOR AN ONSITE INSPECTION WITHIN 72 HOURS UPON REQUEST BY MPCA. CONTRACTOR SHALL PROVIDE TRAINING DOCUMENTATION FOR THESE INDIVIDUAL(S) AS REQUIRED BY THE NPDES PERMIT. THIS TRAINING DOCUMENTATION SHALL BE RECORDED IN OR WITH THE SWPPP BEFORE THE START OF CONSTRUCTION OR AS SOON AS THE PERSONNEL FOR THE PROJECT HAVE BEEN DETERMINED. DOCUMENTATION SHALL INCLUDE: 4.1.NAMES OF THE PERSONNEL ASSOCIATED WITH THE PROJECT THAT ARE REQUIRED TO BE TRAINED PER SECTION 21 OF THE PERMIT. 4.2.DATES OF TRAINING AND NAME OF INSTRUCTOR AND ENTITY PROVIDING TRAINING. 4.3.CONTENT OF TRAINING COURSE OR WORKSHOP INCLUDING THE NUMBER OF HOURS OF TRAINING. 5.FOLLOWING FINAL STABILIZATION AND THE TERMINATION OF COVERAGE FOR THE NPDES PERMIT, THE OWNER IS EXPECTED TO FURNISH LONG TERM OPERATION AND MAINTENANCE (O & M) OF THE PERMANENT STORM WATER MANAGEMENT SYSTEM. CONSTRUCTION ACTIVITY REQUIREMENTS SWPPP AMENDMENTS (SECTION 6): 1.ONE OF THE INDIVIDUALS DESCRIBED IN ITEM 21.2.A OR ITEM 21.2.B OR ANOTHER QUALIFIED INDIVIDUAL MUST COMPLETE ALL SWPPP CHANGES. CHANGES INVOLVING THE USE OF A LESS STRINGENT BMP MUST INCLUDE A JUSTIFICATION DESCRIBING HOW THE REPLACEMENT BMP IS EFFECTIVE FOR THE SITE CHARACTERISTICS. 2.PERMITTEES MUST AMEND THE SWPPP TO INCLUDE ADDITIONAL OR MODIFIED BMPS AS NECESSARY TO CORRECT PROBLEMS IDENTIFIED OR ADDRESS SITUATIONS WHENEVER THERE IS A CHANGE IN DESIGN, CONSTRUCTION, OPERATION, MAINTENANCE, WEATHER OR SEASONAL CONDITIONS HAVING A SIGNIFICANT EFFECT ON THE DISCHARGE OF POLLUTANTS TO SURFACE WATERS OR GROUNDWATER. 3.PERMITTEES MUST AMEND THE SWPPP TO INCLUDE ADDITIONAL OR MODIFIED BMPS AS NECESSARY TO CORRECT PROBLEMS IDENTIFIED OR ADDRESS SITUATIONS WHENEVER INSPECTIONS OR INVESTIGATIONS BY THE SITE OWNER OR OPERATOR, USEPA OR MPCA OFFICIALS INDICATE THE SWPPP IS NOT EFFECTIVE IN ELIMINATING OR SIGNIFICANTLY MINIMIZING THE DISCHARGE OF POLLUTANTS TO SURFACE WATERS OR GROUNDWATER OR THE DISCHARGES ARE CAUSING WATER QUALITY STANDARD EXCEEDANCES (E.G., NUISANCE CONDITIONS AS DEFINED IN MINN. R. 7050.0210, SUBP. 2) OR THE SWPPP IS NOT CONSISTENT WITH THE OBJECTIVES OF A USEPA APPROVED TMDL. BMP SELECTION AND INSTALLATION (SECTION 7): 1.PERMITTEES MUST SELECT, INSTALL, AND MAINTAIN THE BMPS IDENTIFIED IN THE SWPPP AND IN THIS PERMIT IN AN APPROPRIATE AND FUNCTIONAL MANNER AND IN ACCORDANCE WITH RELEVANT MANUFACTURER SPECIFICATIONS AND ACCEPTED ENGINEERING PRACTICES. EROSION PREVENTION (SECTION 8): 1.BEFORE WORK BEGINS, PERMITTEES MUST DELINEATE THE LOCATION OF AREAS NOT TO BE DISTURBED. 2.PERMITTEES MUST MINIMIZE THE NEED FOR DISTURBANCE OF PORTIONS OF THE PROJECT WITH STEEP SLOPES. WHEN STEEP SLOPES MUST BE DISTURBED, PERMITTEES MUST USE TECHNIQUES SUCH AS PHASING AND STABILIZATION PRACTICES DESIGNED FOR STEEP SLOPES (E.G., SLOPE DRAINING AND TERRACING). 3.PERMITTEES MUST STABILIZE ALL EXPOSED SOIL AREAS, INCLUDING STOCKPILES. STABILIZATION MUST BE INITIATED IMMEDIATELY TO LIMIT SOIL EROSION WHEN CONSTRUCTION ACTIVITY HAS PERMANENTLY OR TEMPORARILY CEASED ON ANY PORTION OF THE SITE AND WILL NOT RESUME FOR A PERIOD EXCEEDING 14 CALENDAR DAYS. STABILIZATION MUST BE COMPLETED NO LATER THAN 14 CALENDAR DAYS AFTER THE CONSTRUCTION ACTIVITY HAS CEASED. STABILIZATION IS NOT REQUIRED ON CONSTRUCTED BASE COMPONENTS OF ROADS, PARKING LOTS AND SIMILAR SURFACES. STABILIZATION IS NOT REQUIRED ON TEMPORARY STOCKPILES WITHOUT SIGNIFICANT SILT, CLAY OR ORGANIC COMPONENTS (E.G., CLEAN AGGREGATE STOCKPILES, DEMOLITION CONCRETE STOCKPILES, SAND STOCKPILES) BUT PERMITTEES MUST PROVIDE SEDIMENT CONTROLS AT THE BASE OF THE STOCKPILE. 4.FOR PUBLIC WATERS THAT THE MINNESOTA DNR HAS PROMULGATED "WORK IN WATER RESTRICTIONS" DURING SPECIFIED FISH SPAWNING TIME FRAMES, PERMITTEES MUST COMPLETE STABILIZATION OF ALL EXPOSED SOIL AREAS WITHIN 200 FEET OF THE WATER'S EDGE, AND THAT DRAIN TO THESE WATERS, WITHIN 24 HOURS DURING THE RESTRICTION PERIOD. 5.PERMITTEES MUST STABILIZE THE NORMAL WETTED PERIMETER OF THE LAST 200 LINEAR FEET OF TEMPORARY OR PERMANENT DRAINAGE DITCHES OR SWALES THAT DRAIN WATER FROM THE SITE WITHIN 24 HOURS AFTER CONNECTING TO A SURFACE WATER OR PROPERTY EDGE. PERMITTEES MUST COMPLETE STABILIZATION OF REMAINING PORTIONS OF TEMPORARY OR PERMANENT DITCHES OR SWALES WITHIN 14 CALENDAR DAYS AFTER CONNECTING TO A SURFACE WATER OR PROPERTY EDGE AND CONSTRUCTION IN THAT PORTION OF THE DITCH TEMPORARILY OR PERMANENTLY CEASES. 6.TEMPORARY OR PERMANENT DITCHES OR SWALES BEING USED AS A SEDIMENT CONTAINMENT SYSTEM DURING CONSTRUCTION (WITH PROPERLY DESIGNED ROCK-DITCH CHECKS, BIO ROLLS, SILT DIKES, ETC.) DO NOT NEED TO BE STABILIZED. PERMITTEES MUST STABILIZE THESE AREAS WITHIN 24 HOURS AFTER THEIR USE AS A SEDIMENT CONTAINMENT SYSTEM CEASES 7.PERMITTEES MUST NOT USE MULCH, HYDROMULCH, TACKIFIER, POLYACRYLAMIDE OR SIMILAR EROSION PREVENTION PRACTICES WITHIN ANY PORTION OF THE NORMAL WETTED PERIMETER OF A TEMPORARY OR PERMANENT DRAINAGE DITCH OR SWALE SECTION WITH A CONTINUOUS SLOPE OF GREATER THAN 2 PERCENT. 8.PERMITTEES MUST PROVIDE TEMPORARY OR PERMANENT ENERGY DISSIPATION AT ALL PIPE OUTLETS WITHIN 24 HOURS AFTER CONNECTION TO A SURFACE WATER OR PERMANENT STORMWATER TREATMENT SYSTEM. 9.PERMITTEES MUST NOT DISTURB MORE LAND (I.E., PHASING) THAN CAN BE EFFECTIVELY INSPECTED AND MAINTAINED IN ACCORDANCE WITH SECTION 11. SEDIMENT CONTROL (SECTION 9): 1.PERMITTEES MUST ESTABLISH SEDIMENT CONTROL BMPS ON ALL DOWNGRADIENT PERIMETERS OF THE SITE AND DOWNGRADIENT AREAS OF THE SITE THAT DRAIN TO ANY SURFACE WATER, INCLUDING CURB AND GUTTER SYSTEMS. PERMITTEES MUST LOCATE SEDIMENT CONTROL PRACTICES UPGRADIENT OF ANY BUFFER ZONES. PERMITTEES MUST INSTALL SEDIMENT CONTROL PRACTICES BEFORE ANY UPGRADIENT LAND-DISTURBING ACTIVITIES BEGIN AND MUST KEEP THE SEDIMENT CONTROL PRACTICES IN PLACE UNTIL THEY ESTABLISH PERMANENT COVER. 2.IF DOWNGRADIENT SEDIMENT CONTROLS ARE OVERLOADED, BASED ON FREQUENT FAILURE OR EXCESSIVE MAINTENANCE REQUIREMENTS, PERMITTEES MUST INSTALL ADDITIONAL UPGRADIENT SEDIMENT CONTROL PRACTICES OR REDUNDANT BMPS TO ELIMINATE THE OVERLOADING AND AMEND THE SWPPP TO IDENTIFY THESE ADDITIONAL PRACTICES AS REQUIRED IN ITEM 6.3. 3.TEMPORARY OR PERMANENT DRAINAGE DITCHES AND SEDIMENT BASINS DESIGNED AS PART OF A SEDIMENT CONTAINMENT SYSTEM (E.G., DITCHES WITH ROCK-CHECK DAMS) REQUIRE SEDIMENT CONTROL PRACTICES ONLY AS APPROPRIATE FOR SITE CONDITIONS. 4.A FLOATING SILT CURTAIN PLACED IN THE WATER IS NOT A SEDIMENT CONTROL BMP TO SATISFY ITEM 9.2 EXCEPT WHEN WORKING ON A SHORELINE OR BELOW THE WATERLINE. IMMEDIATELY AFTER THE SHORT TERM CONSTRUCTION ACTIVITY (E.G., INSTALLATION OF RIP RAP ALONG THE SHORELINE) IN THAT AREA IS COMPLETE, PERMITTEES MUST INSTALL AN UPLAND PERIMETER CONTROL PRACTICE IF EXPOSED SOILS STILL DRAIN TO A SURFACE WATER. 5.PERMITTEES MUST RE-INSTALL ALL SEDIMENT CONTROL PRACTICES ADJUSTED OR REMOVED TO ACCOMMODATE SHORT-TERM ACTIVITIES SUCH AS CLEARING OR GRUBBING, OR PASSAGE OF VEHICLES, IMMEDIATELY AFTER THE SHORT-TERM ACTIVITY IS COMPLETED. PERMITTEES MUST RE-INSTALL SEDIMENT CONTROL PRACTICES BEFORE THE NEXT PRECIPITATION EVENT EVEN IF THE SHORT-TERM ACTIVITY IS NOT COMPLETE. 6.PERMITTEES MUST PROTECT ALL STORM DRAIN INLETS USING APPROPRIATE BMPS DURING CONSTRUCTION UNTIL THEY ESTABLISH PERMANENT COVER ON ALL AREAS WITH POTENTIAL FOR DISCHARGING TO THE INLET. 7.PERMITTEES MAY REMOVE INLET PROTECTION FOR A PARTICULAR INLET IF A SPECIFIC SAFETY CONCERN (E.G. STREET FLOODING/FREEZING) IS IDENTIFIED BY THE PERMITTEES OR THE JURISDICTIONAL AUTHORITY (E.G., CITY/COUNTY/TOWNSHIP/MINNESOTA DEPARTMENT OF TRANSPORTATION ENGINEER). PERMITTEES MUST DOCUMENT THE NEED FOR REMOVAL IN THE SWPPP. 8.PERMITTEES MUST PROVIDE SILT FENCE OR OTHER EFFECTIVE SEDIMENT CONTROLS AT THE BASE OF STOCKPILES ON THE DOWNGRADIENT PERIMETER. 9.PERMITTEES MUST LOCATE STOCKPILES OUTSIDE OF NATURAL BUFFERS OR SURFACE WATERS, INCLUDING STORMWATER CONVEYANCES SUCH AS CURB AND GUTTER SYSTEMS UNLESS THERE IS A BYPASS IN PLACE FOR THE STORMWATER. 10. PERMITTEES MUST INSTALL A VEHICLE TRACKING BMP TO MINIMIZE THE TRACK OUT OF SEDIMENT FROM THE CONSTRUCTION SITE OR ONTO PAVED ROADS WITHIN THE SITE. 11. PERMITTEES MUST USE STREET SWEEPING IF VEHICLE TRACKING BMPS ARE NOT ADEQUATE TO PREVENT SEDIMENT TRACKING ONTO THE STREET. 12. PERMITTEES MUST INSTALL TEMPORARY SEDIMENT BASINS AS REQUIRED IN SECTION 14. 13. IN ANY AREAS OF THE SITE WHERE FINAL VEGETATIVE STABILIZATION WILL OCCUR, PERMITTEES MUST RESTRICT VEHICLE AND EQUIPMENT USE TO MINIMIZE SOIL COMPACTION. 14. PERMITTEES MUST PRESERVE TOPSOIL ON THE SITE, UNLESS INFEASIBLE. 15. PERMITTEES MUST DIRECT DISCHARGES FROM BMPS TO VEGETATED AREAS UNLESS INFEASIBLE. 16. PERMITTEES MUST PRESERVE A 50 FOOT NATURAL BUFFER OR, IF A BUFFER IS INFEASIBLE ON THE SITE, PROVIDE REDUNDANT (DOUBLE) PERIMETER SEDIMENT CONTROLS WHEN A SURFACE WATER IS LOCATED WITHIN 50 FEET OF THE PROJECT'S EARTH DISTURBANCES AND STORMWATER FLOWS TO THE SURFACE WATER. PERMITTEES MUST INSTALL PERIMETER SEDIMENT CONTROLS AT LEAST 5 FEET APART UNLESS LIMITED BY LACK OF AVAILABLE SPACE. NATURAL BUFFERS ARE NOT REQUIRED ADJACENT TO ROAD DITCHES, JUDICIAL DITCHES, COUNTY DITCHES, STORMWATER CONVEYANCE CHANNELS, STORM DRAIN INLETS, AND SEDIMENT BASINS. IF PRESERVING THE BUFFER IS INFEASIBLE, PERMITTEES MUST DOCUMENT THE REASONS IN THE SWPPP. SHEET PILING IS A REDUNDANT PERIMETER CONTROL IF INSTALLED IN A MANNER THAT RETAINS ALL STORMWATER. 17. PERMITTEES MUST USE POLYMERS, FLOCCULANTS, OR OTHER SEDIMENTATION TREATMENT CHEMICALS IN ACCORDANCE WITH ACCEPTED ENGINEERING PRACTICES, DOSING SPECIFICATIONS AND SEDIMENT REMOVAL DESIGN SPECIFICATIONS PROVIDED BY THE MANUFACTURER OR SUPPLIER. THE PERMITTEES MUST USE CONVENTIONAL EROSION AND SEDIMENT CONTROLS PRIOR TO CHEMICAL ADDITION AND MUST DIRECT TREATED STORMWATER TO A SEDIMENT CONTROL SYSTEM FOR FILTRATION OR SETTLEMENT OF THE FLOC PRIOR TO DISCHARGE. DEWATERING AND BASIN DRAINING (SECTION 10): 1.PERMITTEES MUST DISCHARGE TURBID OR SEDIMENT-LADEN WATERS RELATED TO DEWATERING OR BASIN DRAINING (E.G., PUMPED DISCHARGES, TRENCH/DITCH CUTS FOR DRAINAGE) TO A TEMPORARY OR PERMANENT SEDIMENT BASIN ON THE PROJECT SITE UNLESS INFEASIBLE. PERMITTEES MAY DEWATER TO SURFACE WATERS IF THEY VISUALLY CHECK TO ENSURE ADEQUATE TREATMENT HAS BEEN OBTAINED AND NUISANCE CONDITIONS (SEE MINN. R. 7050.0210, SUBP. 2) WILL NOT RESULT FROM THE DISCHARGE. IF PERMITTEES CANNOT DISCHARGE THE WATER TO A SEDIMENTATION BASIN PRIOR TO ENTERING A SURFACE WATER, PERMITTEES MUST TREAT IT WITH APPROPRIATE BMPS SUCH THAT THE DISCHARGE DOES NOT ADVERSELY AFFECT THE SURFACE WATER OR DOWNSTREAM PROPERTIES. 2.IF PERMITTEES MUST DISCHARGE WATER CONTAINING OIL OR GREASE, THEY MUST USE AN OIL-WATER SEPARATOR OR SUITABLE FILTRATION DEVICE (E.G., CARTRIDGE FILTERS, ABSORBENTS PADS) PRIOR TO DISCHARGE. 3.PERMITTEES MUST DISCHARGE ALL WATER FROM DEWATERING OR BASIN-DRAINING ACTIVITIES IN A MANNER THAT DOES NOT CAUSE EROSION OR SCOUR IN THE IMMEDIATE VICINITY OF DISCHARGE POINTS OR INUNDATION OF WETLANDS IN THE IMMEDIATE VICINITY OF DISCHARGE POINTS THAT CAUSES SIGNIFICANT ADVERSE IMPACT TO THE WETLAND. 4.IF PERMITTEES USE FILTERS WITH BACKWASH WATER, THEY MUST HAUL THE BACKWASH WATER AWAY FOR DISPOSAL, RETURN THE BACKWASH WATER TO THE BEGINNING OF THE TREATMENT PROCESS, OR INCORPORATE THE BACKWASH WATER INTO THE SITE IN A MANNER THAT DOES NOT CAUSE EROSION. INSPECTIONS AND MAINTENANCE (SECTION 11): 1.PERMITTEES MUST ENSURE A TRAINED PERSON, AS IDENTIFIED IN ITEM 21.2.B, WILL INSPECT THE ENTIRE CONSTRUCTION SITE AT LEAST ONCE EVERY SEVEN (7) DAYS DURING ACTIVE CONSTRUCTION AND WITHIN 24 HOURS AFTER A RAINFALL EVENT GREATER THAN 1/2 INCH IN 24 HOURS. 2.PERMITTEES MUST INSPECT AND MAINTAIN ALL PERMANENT STORMWATER TREATMENT BMPS. 3.PERMITTEES MUST INSPECT ALL EROSION PREVENTION AND SEDIMENT CONTROL BMPS AND POLLUTION PREVENTION MANAGEMENT MEASURES TO ENSURE INTEGRITY AND EFFECTIVENESS. PERMITTEES MUST REPAIR, REPLACE OR SUPPLEMENT ALL NONFUNCTIONAL BMPS WITH FUNCTIONAL BMPS BY THE END OF THE NEXT BUSINESS DAY AFTER DISCOVERY UNLESS ANOTHER TIME FRAME IS SPECIFIED IN ITEM 11.5 OR 11.6. PERMITTEES MAY TAKE ADDITIONAL TIME IF FIELD CONDITIONS PREVENT ACCESS TO THE AREA. 4.DURING EACH INSPECTION, PERMITTEES MUST INSPECT SURFACE WATERS, INCLUDING DRAINAGE DITCHES AND CONVEYANCE SYSTEMS BUT NOT CURB AND GUTTER SYSTEMS, FOR EVIDENCE OF EROSION AND SEDIMENT DEPOSITION. PERMITTEES MUST REMOVE ALL DELTAS AND SEDIMENT DEPOSITED IN SURFACE WATERS, INCLUDING DRAINAGE WAYS, CATCH BASINS, AND OTHER DRAINAGE SYSTEMS AND RESTABILIZE THE AREAS WHERE SEDIMENT REMOVAL RESULTS IN EXPOSED SOIL. PERMITTEES MUST COMPLETE REMOVAL AND STABILIZATION WITHIN SEVEN (7) CALENDAR DAYS OF DISCOVERY UNLESS PRECLUDED BY LEGAL, REGULATORY, OR PHYSICAL ACCESS CONSTRAINTS. PERMITTEES MUST USE ALL REASONABLE EFFORTS TO OBTAIN ACCESS. IF PRECLUDED, REMOVAL AND STABILIZATION MUST TAKE PLACE WITHIN SEVEN (7) DAYS OF OBTAINING ACCESS. PERMITTEES ARE RESPONSIBLE FOR CONTACTING ALL LOCAL, REGIONAL, STATE AND FEDERAL AUTHORITIES AND RECEIVING ANY APPLICABLE PERMITS, PRIOR TO CONDUCTING ANY WORK IN SURFACE WATERS. 5.PERMITTEES MUST INSPECT CONSTRUCTION SITE VEHICLE EXIT LOCATIONS, STREETS AND CURB AND GUTTER SYSTEMS WITHIN AND ADJACENT TO THE PROJECT FOR SEDIMENTATION FROM EROSION OR TRACKED SEDIMENT FROM VEHICLES. PERMITTEES MUST REMOVE SEDIMENT FROM ALL PAVED SURFACES WITHIN ONE (1) CALENDAR DAY OF DISCOVERY OR, IF APPLICABLE, WITHIN A SHORTER TIME TO AVOID A SAFETY HAZARD TO USERS OF PUBLIC STREETS. 6.PERMITTEES MUST REPAIR, REPLACE OR SUPPLEMENT ALL PERIMETER CONTROL DEVICES WHEN THEY BECOME NONFUNCTIONAL OR THE SEDIMENT REACHES 1/2 OF THE HEIGHT OF THE DEVICE. 7.PERMITTEES MUST DRAIN TEMPORARY AND PERMANENT SEDIMENTATION BASINS AND REMOVE THE SEDIMENT WHEN THE DEPTH OF SEDIMENT COLLECTED IN THE BASIN REACHES 1/2 THE STORAGE VOLUME. 8.PERMITTEES MUST ENSURE THAT AT LEAST ONE INDIVIDUAL PRESENT ON THE SITE (OR AVAILABLE TO THE PROJECT SITE IN THREE (3) CALENDAR DAYS) IS TRAINED IN THE JOB DUTIES DESCRIBED IN ITEM 21.2.B. 9.PERMITTEES MAY ADJUST THE INSPECTION SCHEDULE DESCRIBED IN ITEM 11.2 AS FOLLOWS: a. INSPECTIONS OF AREAS WITH PERMANENT COVER CAN BE REDUCED TO ONCE PER MONTH, EVEN IF CONSTRUCTION ACTIVITY CONTINUES ON OTHER PORTIONS OF THE SITE; OR b.WHERE SITES HAVE PERMANENT COVER ON ALL EXPOSED SOIL AND NO CONSTRUCTION ACTIVITY IS OCCURRING ANYWHERE ON THE SITE, INSPECTIONS CAN BE REDUCED TO ONCE PER MONTH AND, AFTER 12 MONTHS, MAY BE SUSPENDED COMPLETELY UNTIL CONSTRUCTION ACTIVITY RESUMES. THE MPCA MAY REQUIRE INSPECTIONS TO RESUME IF CONDITIONS WARRANT; OR c.WHERE CONSTRUCTION ACTIVITY HAS BEEN SUSPENDED DUE TO FROZEN GROUND CONDITIONS, INSPECTIONS MAY BE SUSPENDED. INSPECTIONS MUST RESUME WITHIN 24 HOURS OF RUNOFF OCCURRING, OR UPON RESUMING CONSTRUCTION, WHICHEVER COMES FIRST. 10. PERMITTEES MUST RECORD ALL INSPECTIONS AND MAINTENANCE ACTIVITIES WITHIN 24 HOURS OF BEING CONDUCTED AND THESE RECORDS MUST BE RETAINED WITH THE SWPPP. THESE RECORDS MUST INCLUDE: a.DATE AND TIME OF INSPECTIONS; AND b.NAME OF PERSONS CONDUCTING INSPECTIONS; AND c.ACCURATE FINDINGS OF INSPECTIONS, INCLUDING THE SPECIFIC LOCATION WHERE CORRECTIVE ACTIONS ARE NEEDED; AND d.CORRECTIVE ACTIONS TAKEN (INCLUDING DATES, TIMES, AND PARTY COMPLETING MAINTENANCE ACTIVITIES); AND e.DATE OF ALL RAINFALL EVENTS GREATER THAN 1/2 INCHES IN 24 HOURS, AND THE AMOUNT OF RAINFALL FOR EACH EVENT. PERMITTEES MUST OBTAIN RAINFALL AMOUNTS BY EITHER A PROPERLY MAINTAINED RAIN GAUGE INSTALLED ONSITE, A WEATHER STATION THAT IS WITHIN ONE (1) MILE OF YOUR LOCATION, OR A WEATHER REPORTING SYSTEM THAT PROVIDES SITE SPECIFIC RAINFALL DATA FROM RADAR SUMMARIES; AND f.IF PERMITTEES OBSERVE A DISCHARGE DURING THE INSPECTION, THEY MUST RECORD AND SHOULD PHOTOGRAPH AND DESCRIBE THE LOCATION OF THE DISCHARGE (I.E., COLOR, ODOR, SETTLED OR SUSPENDED SOLIDS, OIL SHEEN, AND OTHER OBVIOUS INDICATORS OF POLLUTANTS); AND g.ANY AMENDMENTS TO THE SWPPP PROPOSED AS A RESULT OF THE INSPECTION MUST BE DOCUMENTED AS REQUIRED IN SECTION 6 WITHIN SEVEN (7) CALENDAR DAYS. POLLUTION PREVENTION MANAGEMENT (SECTION 12): 1.PERMITTEES MUST PLACE BUILDING PRODUCTS AND LANDSCAPE MATERIALS UNDER COVER (E.G., PLASTIC SHEETING OR TEMPORARY ROOFS) OR PROTECT THEM BY SIMILARLY EFFECTIVE MEANS DESIGNED TO MINIMIZE CONTACT WITH STORMWATER. PERMITTEES ARE NOT REQUIRED TO COVER OR PROTECT PRODUCTS WHICH ARE EITHER NOT A SOURCE OF CONTAMINATION TO STORMWATER OR ARE DESIGNED TO BE EXPOSED TO STORMWATER. 2.PERMITTEES MUST PLACE PESTICIDES, FERTILIZERS AND TREATMENT CHEMICALS UNDER COVER (E.G., PLASTIC SHEETING OR TEMPORARY ROOFS) OR PROTECT THEM BY SIMILARLY EFFECTIVE MEANS DESIGNED TO MINIMIZE CONTACT WITH STORMWATER. 3.PERMITTEES MUST STORE HAZARDOUS MATERIALS AND TOXIC WASTE, (INCLUDING OIL, DIESEL FUEL, GASOLINE, HYDRAULIC FLUIDS, PAINT SOLVENTS, PETROLEUM-BASED PRODUCTS, WOOD PRESERVATIVES, ADDITIVES, CURING COMPOUNDS, AND ACIDS) IN SEALED CONTAINERS TO PREVENT SPILLS, LEAKS OR OTHER DISCHARGE. STORAGE AND DISPOSAL OF HAZARDOUS WASTE MATERIALS MUST BE IN COMPLIANCE WITH MINN. R. CH. 7045 INCLUDING SECONDARY CONTAINMENT AS APPLICABLE. 4.PERMITTEES MUST PROPERLY STORE, COLLECT AND DISPOSE SOLID WASTE IN COMPLIANCE WITH MINN. R. CH. 7035. 5.PERMITTEES MUST POSITION PORTABLE TOILETS SO THEY ARE SECURE AND WILL NOT TIP OR BE KNOCKED OVER. PERMITTEES MUST PROPERLY DISPOSE SANITARY WASTE IN ACCORDANCE WITH MINN. R. CH. 7041. 6.PERMITTEES MUST TAKE REASONABLE STEPS TO PREVENT THE DISCHARGE OF SPILLED OR LEAKED CHEMICALS, INCLUDING FUEL, FROM ANY AREA WHERE CHEMICALS OR FUEL WILL BE LOADED OR UNLOADED INCLUDING THE USE OF DRIP PANS OR ABSORBENTS UNLESS INFEASIBLE. PERMITTEES MUST ENSURE ADEQUATE SUPPLIES ARE AVAILABLE AT ALL TIMES TO CLEAN UP DISCHARGED MATERIALS AND THAT AN APPROPRIATE DISPOSAL METHOD IS AVAILABLE FOR RECOVERED SPILLED MATERIALS. PERMITTEES MUST REPORT AND CLEAN UP SPILLS IMMEDIATELY AS REQUIRED BY MINN. STAT. 115.061, USING DRY CLEAN UP MEASURES WHERE POSSIBLE. 7.PERMITTEES MUST LIMIT VEHICLE EXTERIOR WASHING AND EQUIPMENT TO A DEFINED AREA OF THE SITE. PERMITTEES MUST CONTAIN RUNOFF FROM THE WASHING AREA IN A SEDIMENT BASIN OR OTHER SIMILARLY EFFECTIVE CONTROLS AND MUST DISPOSE WASTE FROM THE WASHING ACTIVITY PROPERLY. PERMITTEES MUST PROPERLY USE AND STORE SOAPS, DETERGENTS, OR SOLVENTS. 8.PERMITTEES MUST PROVIDE EFFECTIVE CONTAINMENT FOR ALL LIQUID AND SOLID WASTES GENERATED BY WASHOUT OPERATIONS (E.G., CONCRETE, STUCCO, PAINT, FORM RELEASE OILS, CURING COMPOUNDS AND OTHER CONSTRUCTION MATERIALS) RELATED TO THE CONSTRUCTION ACTIVITY. PERMITTEES MUST PREVENT LIQUID AND SOLID WASHOUT WASTES FROM CONTACTING THE GROUND AND MUST DESIGN THE CONTAINMENT SO IT DOES NOT RESULT IN RUNOFF FROM THE WASHOUT OPERATIONS OR AREAS. PERMITTEES MUST PROPERLY DISPOSE LIQUID AND SOLID WASTES IN COMPLIANCE WITH MPCA RULES. PERMITTEES MUST INSTALL A SIGN INDICATING THE LOCATION OF THE WASHOUT FACILITY. PERMIT TERMINATION (SECTION 4 AND SECTION 13): 1.PERMITTEES MUST SUBMIT A NOT WITHIN 30 DAYS AFTER ALL TERMINATION CONDITIONS LISTED IN SECTION 13 ARE COMPLETE. 2.PERMITTEES MUST SUBMIT A NOT WITHIN 30 DAYS AFTER SELLING OR OTHERWISE LEGALLY TRANSFERRING THE ENTIRE SITE, INCLUDING PERMIT RESPONSIBILITY FOR ROADS (E.G., STREET SWEEPING) AND STORMWATER INFRASTRUCTURE FINAL CLEAN OUT, OR TRANSFERRING PORTIONS OF A SITE TO ANOTHER PARTY. THE PERMITTEES' COVERAGE UNDER THIS PERMIT TERMINATES AT MIDNIGHT ON THE SUBMISSION DATE OF THE NOT. 3.PERMITTEES MUST COMPLETE ALL CONSTRUCTION ACTIVITY AND MUST INSTALL PERMANENT COVER OVER ALL AREAS PRIOR TO SUBMITTING THE NOT. VEGETATIVE COVER MUST CONSIST OF A UNIFORM PERENNIAL VEGETATION WITH A DENSITY OF 70 PERCENT OF ITS EXPECTED FINAL GROWTH. VEGETATION IS NOT REQUIRED WHERE THE FUNCTION OF A SPECIFIC AREA DICTATES NO VEGETATION, SUCH AS IMPERVIOUS SURFACES OR THE BASE OF A SAND FILTER. 4.PERMITTEES MUST CLEAN THE PERMANENT STORMWATER TREATMENT SYSTEM OF ANY ACCUMULATED SEDIMENT AND MUST ENSURE THE SYSTEM MEETS ALL APPLICABLE REQUIREMENTS IN SECTION 15 THROUGH 19 AND IS OPERATING AS DESIGNED. 5.PERMITTEES MUST REMOVE ALL SEDIMENT FROM CONVEYANCE SYSTEMS PRIOR TO SUBMITTING THE NOT. 6.PERMITTEES MUST REMOVE ALL TEMPORARY SYNTHETIC EROSION PREVENTION AND SEDIMENT CONTROL BMPS PRIOR TO SUBMITTING THE NOT. PERMITTEES MAY LEAVE BMPS DESIGNED TO DECOMPOSE ON-SITE IN PLACE. 7.FOR RESIDENTIAL CONSTRUCTION ONLY, PERMIT COVERAGE TERMINATES ON INDIVIDUAL LOTS IF THE STRUCTURES ARE FINISHED AND TEMPORARY EROSION PREVENTION AND DOWNGRADIENT PERIMETER CONTROL IS COMPLETE, THE RESIDENCE SELLS TO THE HOMEOWNER, AND THE PERMITTEE DISTRIBUTES THE MPCA'S "HOMEOWNER FACT SHEET" TO THE HOMEOWNER. 8.FOR CONSTRUCTION PROJECTS ON AGRICULTURAL LAND (E.G., PIPELINES ACROSS CROPLAND), PERMITTEES MUST RETURN THE DISTURBED LAND TO ITS PRECONSTRUCTION AGRICULTURAL USE PRIOR TO SUBMITTING THE NOT. SEED NOTES: ALL SEED MIXES AND APPLICATION SHALL BE IN ACCORDANCE WITH THE MNDOT SEEDING MANUAL. GENERAL RECOMMENDATIONS: THE CONTRACTOR IS RESPONSIBLE TO SALVAGE AND PRESERVE EXISTING TOPSOIL NECESSARY FOR FINAL STABILIZATION AND TO ALSO MINIMIZE COMPACTION IN ALL LANDSCAPE AREAS. IMMEDIATELY BEFORE SEEDING THE SOIL SHALL BE TILLED TO A MINIMUM DEPTH OF 3 INCHES. TEMPORARY EROSION CONTROL SEEDING, MULCHING & BLANKET. SEED ·TEMPORARY SEED SHALL BE MNDOT SEED MIX 21-112 (WINTER WHEAT COVER CROP) FOR WINTER AND 21-111 (OATS COVER CROP) FOR SPRING/SUMMER APPLICATIONS. BOTH SEED MIXES SHALL BE APPLIED AT A SEEDING RATE OF 100 LBS/ACRE. MULCH ·IMMEDIATELY AFTER SEEDING, WITHIN 24 HOURS, MNDOT TYPE 1 MULCH SHOULD BE APPLIED TO PROTECT AND ENHANCE SEED GERMINATION. MULCH SHALL BE APPLIED AT 90% COVERAGE (2 TONS PER ACRE OF STRAW MULCH) SLOPES ·3:1 (HORIZ/VERT.) OR FLATTER MUCH SHALL BE COVERED WITH MULCH ·SLOPES STEEPER THAN 3:1 OR DITCH BOTTOMS SHALL BE COVERED WITH EROSION CONTROL BLANKET. ·SEE PLAN FOR MORE DETAILED DITCH AND STEEP SLOPE EROSION CONTROL TREATMENTS. REVISION SUMMARY DATE DESCRIPTION NEW HORIZON ACADEMY 3405 ANNAPOLIS N, SUITE 100 PLYMOUTH, MN 55447 HEIDI PROSS 763-383-6216 HPROSS@NHACADEMY.NET PROJECT NARRATIVE: PROJECT IS A REDEVELOPMENT OF AN EXISTING BUILDING INTO A DAYCARE. SITE, GRADING, UTILITY AND LANDSCAPE IMPROVEMENTS WILL OCCUR. INFILTRATION NARRATIVE: INFILTRATION IS NOT PROVIDED AS PART OF THIS PROJECT BECAUSE PERMANENT STORM WATER MANAGEMENT IS NOT REQUIRED. SOIL CONTAMINATION NARRATIVE: SOILS ONSITE HAVE NOT BEEN IDENTIFIED AS CONTAMINATED. SPECIAL TMDL BMP REQUIREMENTS SITE SPECIFIC (IF REQUIRED): SPECIAL TMDL BMP REQUIREMENTS ARE NOT REQUIRED BECAUSE AN NPDES PERMIT IS NOT REQUIRED. PERMANENT STABILIZATION NOTES SITE SPECIFIC: PERMANENT SEED MIX ·FOR THIS PROJECT ALL AREAS THAT ARE NOT TO BE SODDED OR LANDSCAPED SHALL RECEIVE A NATIVE PERMANENT SEED MIX. ··AREAS IN BUFFERS AND ADJACENT TO OR IN WET AREAS MNDOT SEED MIX 33-261 (STORMWATER SOUTH AND WEST) AT 35 LBS PER ACRE. ··DRY AREAS MNDOT SEED MIX 35-221 (DRY PRAIRIE GENERAL) AT 40 LBS PER ACRE. ·MAINTENANCE SHALL BE IN ACCORDANCE TO THE MNDOT SEEDING MANUAL. THIS PROJECT IS LESS THAN 1.0 ACRES SO AN NPDES PERMIT IS NOT REQUIRED AND DOES NOT NEED TO BE SUBMITTED TO THE MPCA. COPYRIGHT CIVIL SITE GROUP INC.c PR O J E C T PR E L I M I N A R Y : NO T F O R CO N S T R U C T I O N 2025 ISSUE/SUBMITTAL SUMMARY DATE DESCRIPTION 3/11/25 CITY SUBMITTAL PROJECT MANAGER DAVID KNAEBLE CONTACT NUMBER 763-234-7523 DRAWN BY BB REVIEWED BY DK PROJECT NUMBER 25020 NE W H O R I Z O N A C A D E M Y 71 0 0 B R O O K L Y N B L V D , B R O O K L Y N C E N T E R , M N 5 5 4 2 9 NE W H O R I Z O N A C A D E M Y 34 0 5 A N N A P O L I S L A N E N , P L Y M O U T H , M N 5 5 4 4 7 48776 David J. Knaeble LICENSE NO.DATE I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. 3/11/25 Civil Engineering ° Surveying ° Landscape Architecture 5000 Glenwood Avenue Golden Valley, MN 55422 civilsitegroup.com 612-615-0060 OW N E R NATIVE BUFFER NARRATIVE: PRESERVING A 50 FOOT NATURAL BUFFER AROUND WATER BODIES IS NOT REQUIRED OF THIS PROJECT BECAUSE WATER BODIES ARE NOT LOCATED ON SITE. DESIGN ENGINEER: DAVID J. KNAEBLE P.E. TRAINING COURSE: DESIGN OF SWPPP TRAINING ENTITY: UNIVERSITY OF MINNESOTA INSTRUCTOR: JOHN CHAPMAN DATES OF TRAINING COURSE: 8/22/2012- 8/23/2012 TOTAL TRAINING HOURS: 12 DATE OF RECERTIFICATION: 4/22/22 EXPIRATION: 5/31/2025 Page 195 of 228 COPYRIGHT CIVIL SITE GROUP INC.c PR O J E C T PR E L I M I N A R Y : NO T F O R CO N S T R U C T I O N 2025 ISSUE/SUBMITTAL SUMMARY DATE DESCRIPTION 3/11/25 CITY SUBMITTAL PROJECT MANAGER DAVID KNAEBLE CONTACT NUMBER 763-234-7523 DRAWN BY BB REVIEWED BY DK PROJECT NUMBER 25020 NE W H O R I Z O N A C A D E M Y 71 0 0 B R O O K L Y N B L V D , B R O O K L Y N C E N T E R , M N 5 5 4 2 9 NE W H O R I Z O N A C A D E M Y 34 0 5 A N N A P O L I S L A N E N , P L Y M O U T H , M N 5 5 4 4 7 48776 David J. Knaeble LICENSE NO.DATE I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. 3/11/25 Civil Engineering ° Surveying ° Landscape Architecture 5000 Glenwood Avenue Golden Valley, MN 55422 civilsitegroup.com 612-615-0060 OW N E R SW1.2 SWPPP - DETAILS REVISION SUMMARY DATE DESCRIPTION NOTES: 1. REPLACE INLET GRATE UPON COMPLETE INSTALLATION OF INLET PROTECTION FABRIC. 2. CONTRACTOR SHALL REMOVE ALL ACCUMULATED SEDIMENT AND DEBRIS FROM THE SURFACE OF THE SYSTEM AFTER EACH STORM EVENT AND AT THE COMPLETION OF THE CONTRACT. 3. CONTRACTOR SHALL USE DANDY SACK OR APPROVED EQUIVALENT FOR STRUCTURES WITHOUT CURBING. CURB INLET SACK N T S OVERFLOW IS 12 OF THE CURB BOX HEIGHT OVERFLOW AT TOP OF FILTER ASSEMBLY EXISTING CURB, PLATE, BOX, AND GRATE DANDY CURB SACK OR APPROVED EQUIVALENT HIGH-FLOW FABRIC 1 FLOW 24 " 24 " 24 " MI N . 6" 6" SEDIMENT FENCE N T S FILTER FABRIC WITH WIRE SUPPORT NET AS SPECIFIED. METAL POST AS SPECIFIED. SUPPORT NET: 12 GAUGE 4"X4" WIRE HOOKED ONTO PERFORMED CHANNELS ON POSTS AS SPECIFIED. EXISTING GROUND SURFACE METAL POSTS 8'-0" O.C. MAX. CARRY WIRE SUPPORT NET DOWN INTO TRENCH ANCHOR FABRIC WITH SOIL, TAMP BACKFILL FILTER FABRIC AS SPECIFIED SECURE TO WIRE SUPPORT NET WITH METAL CLIPS 12" O.C. 2 TYPICAL STAPLE #8 GAUGE WIRE 1 1/2" 10 " NOTE: 1. PLACE STAPLES 2 FEET APART TO KEEP MATTING FIRMLY PRESSED TO SOIL. EROSION BLANKET N T S PLACE STAPLES 2 FEET APART TO KEEP MATTING FIRMLY PRESSED TO SOIL. 'D' EROSION STOP: FOLD OF MATTING BURIED IN SILT TRENCH AND TAMPED. DOUBLE ROW OF STAPLES 'C' OVERLAP: BURY UPPER END OF LOWER STRIP AS IN 'A' AND 'B'. OVERLAP END OF TOP STRIP 4" AND STAPLE 'B' TAMP THE TRENCH FULL OF SOIL. SECURE WITH ROW OF STAPLES, 10" SPACING, 4" DOWN FROM TRENCH 'A' BURY THE TOP END OF THE MATTING IN A TRENCH 4" OR MORE IN DEPTH 'E' OVERFALL 3 PROFILE PLAN TO CONSTRUCTION AREA N T S STABILIZED CONSTRUCTION ACCESS 24 ' ( M I N ) NOTES: 1.PROVIDE APPROPRIATE TRANSITION BETWEEN STABILIZED CONSTRUCTION ENTRANCE AND UNDISTURBED ROADWAY. 2.THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO UNDISTURBED ROADWAY. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL STONE OR ADDING STONE TO THE LENGTH OF THE ENTRANCE. 3.REPAIR AND CLEANOUT MEASURES USED TO TRAP SEDIMENT. 4.ALL SEDIMENT SPILLED, DROPPED, WASHED, OR TRACKED ONTO UNDISTURBED ROADWAY SHALL BE REMOVED AS DIRECTED BY THE ENGINEER. 5.FINAL LOCATION AND INSTALLATION SHALL BE COORDINATED WITH THE CITY PRIOR TO CONSTRUCTION ACTIVITIES. 6.CRUSHED STONE SHALL BE 1-1/2" DIA. CLOSE GRADED, AND IN ACCORDANCE TO MNDOT SECTION 2118. EX I S T I N G U N D I S T U R B E D R O A D W A Y GEOTEXTILE FILTER FABRIC 6" MIN. CRUSHED STONE 75' MINIMUM EXISTING UNDISTURBED ROADWAY TO C O N S T R U C T I O N A R E A 30' FROM EDGE OF ROAD TO FRONT OF SPEED BUMP 35 ' R . 3 5 ' R . 4" HIGH, 18" WIDE SPEED BUMPFINISHED GRADE 4 Page 196 of 228 TODDLER PLAY YARD PRESCHOOL PLAY YARD BUILDING TRASH BUILDING DRAINAGE & UTILITY EASEMENT DRAINAGE & UTILITY EASEMENT PROPERTY LINE PROPERTY LINE B R O O K L Y N B O U L E V A R D EX.TREE (TYP.) SEED ALL DISTURBED SOILS IN ADJACENT NATURAL AREA W/ MNDOT 35-241 MESIC PRAIRIE MIXEDGER (TYP.) INFANT PLAY YARD EX. 10" HONEYLOCUST EX. 5" SPRUCE MONUMENT SIGN BIKE RACK GENERATOR DRAINAGE & UTIL. EASEMENT LIGHT POLE (TYP.) FENCE (TYP.) EX. 40" COTTONWOOD RYLAUR, LLC 14 PHEASANT LANE NORTH OAKS, MN 55127 P: 612.868.3636 philger@rylaur.com PROJECT INFORMATION: CLIENT INFORMATION: 2025 RYLAUR, LLCC Sheet No.: SHEET TITLE: LANDSCAPE PLAN Project Architect: Drawing History/Revisions: Drawing Date: A. PETER HILGER, AIA L1 Carmen Simonet Design LLC 354 Stonebridge Blvd. St. Paul, MN 55105 (651) 695-0273 carmen@simonetdesign.com LANDSCAPE ARCHITECT: CI T Y S U B M I T T A L 03 . 1 1 . 2 0 2 5 SOD KEY NOTES: 1.SEE SHEETS L2-L3 FOR PLANTING DETAILS & LANDSCAPE SPECIFICATIONS. 2.ALL SOD, TREES, AND PLANTING BEDS TO BE IRRIGATED. SEED WITH MNDOT 35-241 MESIC PRAIRIE GENERAL LANDSCAPE PLAN1 PLANT SCHEDULE SYMBOL QTY CODE SCIENTIFIC NAME/COMMON NAME SIZE ROOT REMARKS OVERSTORY TREES (ALL TREES TO HAVE STRAIGHT TRUNK & SINGLE LEADER) 2 CO CELTIS OCCIDENTALIS 2"BB SEE PLAN FOR SPACING HACKBERRY 2 GT GLEDITSIA TRIACANTHOS 'HARVE'2"BB SEE PLAN FOR SPACING NORTHERN ACCLAIM HONEYLOCUST 2 QB QUERCUS BICOLOR 2"BB SEE PLAN FOR SPACING SWAMP WHITE OAK ORNAMENTAL TREES (ALL TREES TO HAVE STRAIGHT TRUNK & SINGLE LEADER) 2 AG AMELANCHIER x GRANDIFLORA 'AUTUMN BRILLIANCE'2"BB SEE PLAN FOR SPACING AUTUMN BRILLIANCE SERVICEBERRY SHRUBS (24" MIN. SHRUB SIZE AT TIME OF INSTALLATION) 7 AA AMELANCHIER ALNIFOLIA 'REGENTS'#5 CONT.SPACE 4' O.C. REGENTS SERVICEBERRY 14 AI ARONIA MELANOCARPA 'MORTON'#5 CONT.SPACE 4' O.C. IROQUOIS BEAUTY 18 CS CORNUS SERICEA 'ALLEMAN'S'#5 CONT.SPACE 5' O.C. ALLEMAN'S COMPACT REDTWIG 58 DL DIERVILLA LONICERA #5 CONT.SPACE 3' O.C. DWARF BUSH HONEYSUCKLE 42 SB SPIREA BETULIFOLIA 'TOR'#5 CONT.SPACE 3' O.C. TOR SPIREA PERENNIALS 57 AM ALLIUM 'MILLENIUM'#1 CONT.SPACE 18" 0.C. MILLENIUM 76 CP CAREX PENSYLVANICA #1 CONT.SPACE 18" to 24" O.C. PENNSYLVANIA SEDGE 24 NF NEPETA FAASSENII 'WALKER'S LOW'#1 CONT.SPACE 24" to 30" O.C. WALKER'S LOW CATMINT 5 HS HOSTA SIEBOLDIANA 'ELEGANS'#1 CONT.SPACE 36" O.C. SIEBOLDIANA ELEGANS HOSTA 15 SS SCHIZACHYRIUM SCOPARIUM #1 CONT.SPACE 24" O.C. LITTLE BLUESTEM 32 SH SPOROBOLUS HETEROLEPIS #3 CONT.SPACE 24" O.C. PRAIRIE DROPSEED LANDSCAPE REQUIREMENTS DETERMINING NUMBER OF PLANTS DISTRICT: MX-N2 NEIGHBORHOOD MIXED-USE TOTAL PROJECT VALUE ESTIMATE: $2,000,000 LANDSCAPE VALUE:REQUIRED ON THIS PLAN $40,000 $54,384 03.11.2025 March 11, 2025 NEW HORIZON ACADEMY 7100 BROOKLYN BLVD. BROOKLYN CENTER NEW HORIZON ACADEMY 3405 ANNAPOLIS LANE N. PLYMOUTH, MN 55447 18 CS 5 SB 7 SS 8 SH 4 SH 16 AM 12 SB 24 NF 28 AM 4 AI 2 AG 10 DL 38 CP 1 QB 24 DL 5 HS 8 SS 15 SB 22 CP 24 DL 13 AM 10 SB 20 SH 1 QB 7 AA 2 CO 16 CP 2 GT 10 AI Page 197 of 228 PLANTING DETAILS PLANTING ON A SLOPE DETAIL NOT TO SCALE 5 L2 1 L2 TREE PLANTING DETAIL NOT TO SCALE 2 L2 EVERGREEN TREE PLANTING DETAIL NOT TO SCALE NOTES: 1.WIDTH OF PLANTING HOLE: 18" MIN. LARGER THAN ROOT BALL, ON ALL SIDES. 2.DEPTH OF HOLE: ROOT FLARE TO SIT AT OR UP TO 2" ABOVE THE TOP OF THE FINISHED SOIL ELEVATION. LEAVE SOIL UNDISTURBED BENEATH THE ROOT BALL. 3.SCARIFY BOTTOM AND SIDES OF HOLE PRIOR TO PLANTING. 4.SET PLANT ON UNDISTURBED SOIL OR THOROUGHLY COMPACTED PLANTING SOIL. 6.REMOVE TOP 1/3 OF THE BASKET OR THE TOP TWO HORIZONTAL RINGS WHICHEVER IS GREATER. REMOVE ALL BURLAP FROM TOP 1/3 OF ROOT BALL. REMOVE ALL TWINE. 7.REMOVE OR CORRECT STEM GIRDLING ROOTS OR REJECT PLANT. 8.SLIT REMAINING BURLAP AT 6" INTERVALS. 9.PLUMB & BACKFILL WITH PLANTING SOIL. THOROUGHLY WATER IN TREE WITHIN 2 HOURS TO SETTLE PLANT AND FILL VOIDS. 10.BACKFILL VOIDS AND WATER A SECOND TIME. 11.PLACE DOUBLE SHREDDED HARDWOOD MULCH WITHIN 48 HOURS OF THE SECOND WATERING. NO MULCH TO BE IN CONTACT W/ TRUNK OR BRANCHES. 12.TWO ALTERNATE METHODS OF STAKING TREES ARE ILLUSTRATED IN DETAIL. 13.CONTRACTOR IS RESPONSIBLE FOR MAINTAINING TREES IN A PLUMB POSITION THROUGHOUT THE GUARANTEE PERIOD. STAKE TREES IF SITE CONDITIONS, SUCH AS SOIL AND WIND, PREVENT THE TREES FROM STAYING PLUMB. USE 16" X 1.5" POLYPROPYLENE OR POLYETHYLENE STRAPS, ATTACH TO POST OR STAKE WITH 10 GAUGE WIRE. REMOVE WITHIN ONE YEAR. 14.REFER TO PLAN AND SPECS. FOR ADDITIONAL INFORMATION. NOTES: 1.REMOVE DEAD OR DAMAGED BRANCHES. RETAIN THE NATURAL FORM OF THE TREE. DO NOT CUT THE LEADER. 2.WIDTH OF PLANTING HOLES: 18" MIN. LARGER THAN ROOT BALL, ON ALL SIDES. 3.DEPTH OF HOLE: ROOT FLARE TO SIT AT, OR UP TO 2" ABOVE THE TOP OF THE FINISHED SOIL ELEVATION. LEAVE SOIL UNDISTURBED BENEATH THE ROOT BALL. 4.SCARIFY BOTTOM AND SIDES OF HOLE PRIOR TO PLANTING. 5.SET PLANT ON UNDISTURBED SOIL OR THOROUGHLY COMPACTED PLANTING SOIL. 6.REMOVE TOP 1/3 OF THE BASKET OR THE TOP TWO HORIZONTAL RINGS WHICHEVER IS GREATER. REMOVE ALL BURLAP FROM TOP 1/3 OF ROOT BALL. REMOVE ALL TWINE. 7.REMOVE OR CORRECT STEM GIRDLING ROOTS. 8.SLIT REMAINING BURLAP AT 6" INTERVALS. 9.PLUMB & BACKFILL WITH PLANTING SOIL AMENDED WITH COMPOST. THOROUGHLY WATER IN TREE WITHIN 2 HOURS TO SETTLE PLANTS AND FILL VOIDS. 10.BACKFILL VOIDS AND WATER A SECOND TIME. 11.PLACE 4" MULCH WITHIN 48 HOURS OF THE SECOND WATERING. NO MULCH TO BE IN CONTACT W/ TRUNK. 12.CONTRACTOR IS RESPONSIBLE FOR MAINTAINING TREES IN A PLUMB POSITION THROUGHOUT THE GUARANTEE PERIOD. IF NEEDED, STAKE TREES USING 16" LONG, 1.5" WIDE STRAPS, AND ATTACH TO POST WITH WIRE. INSTALL POST 3' INTO GROUND. REMOVE WITHIN ONE YEAR. 13.WRAP TRUNK IN FALL REMOVE IN SPRING. 14.REFER TO SPECS. FOR ADDITIONAL INFORMATION. NOTES: 1.DIG SHRUB HOLE 12" MIN. LARGER THAN CONTAINER SIZE, ALL SIDES. 2.SCARIFY BOTTOM AND SIDES OF HOLE PRIOR TO PLANTING. 3.REMOVE DEAD OR DAMAGED BRANCHES. RETAIN THE NATURAL FORM OF THE SHRUB. 4.HAND LOOSEN ROOTS OF CONTAINERIZED MATERIAL. SCORE OUTSIDE OF SOIL MASS TO REDIRECT CIRCLING FIBROUS ROOTS. 5.SET SHRUB ON UNDISTURBED SOIL OR ON THOROUGHLY COMPACTED PLANTING SOIL. INSTALL PLANT SO THE TOP OF ROOT FLARE IS AT OR UP TO 2" ABOVE THE FINISHED GRADE. 6.PLUMB AND BACKFILL WITH PLANTING SOIL AMENDED WITH COMPOST. THOROUGHLY WATER IN SHRUB PRIOR TO PLACING MULCH. 7.ALL SHRUB PLANTINGS RECEIVE 4" DEPTH MULCH. 8.REFER TO SPECS. FOR ADDITIONAL INFORMATION. NOTES: 1.PLANT INTO PREPARED PLANTING BED. REMOVE WEEDS, LOOSEN COMPACTED SOILS TO A DEPTH OF 6", AND AMEND PLANTING SOIL WITH COMPOST. 2.PLANT AT SAME DEPTH AS IN CONTAINER. 3.PLACE DOUBLE SHREDDED HARDWOOD MULCH OVER PERENNIAL BED. DO NOT PLACE ANY MULCH ON VEGETATION. 4.THOROUGHLY WATER IN PLANTS. 5.REFER TO PLAN AND SPECS. FOR ADDITIONAL INFORMATION. 2-3" DEPTH MULCH PLANT PER SCHEDULE 6" DEPTH PLANTING SOIL SUBGRADE 3 L2 SHRUB PLANTING DETAIL NOT TO SCALE 4 L2 PERENNIAL PLANTING DETAIL NOT TO SCALE 4" DEPTH MULCH SHRUB PER SCHEDULE PLANTING SOIL SUBGRADE SLIGHTLY CROWN BOTTOM OF HOLE ROOT BALL PLANTING SOIL SUBGRADE 4" DEPTH MULCH ROOT FLARE TREE WRAP TREE PER SCHEDULE GUYING 7'0" STEEL POST ROOT BALL ADJACENT CONDITION VARIES SEE LANDSCAPE PLAN SLIGHTLY CROWN BOTTOM OF HOLE TREE PER SCHEDULE SUBGRADE PLANTING SOIL 2" X 2" X 24" WOOD STAKE SET AT ANGLE STEEL POST GUYING WIRE (TYP)STRAP FLAGGING ONE PER WIRE 4" MULCH SLIGHTLY CROWN BOTTOM OF HOLE ADJACENT CONDITION VARIES SEE LANDSCAPE PLAN ROOT BALL ROOT FLARE CI T Y S U B M I T T A L 03 . 1 1 . 2 0 2 5 RYLAUR, LLC 14 PHEASANT LANE NORTH OAKS, MN 55127 P: 612.868.3636 philger@rylaur.com PROJECT INFORMATION: CLIENT INFORMATION: 2025 RYLAUR, LLCC Carmen Simonet Design LLC 354 Stonebridge Blvd. St. Paul, MN 55105 (651) 695-0273 carmen@simonetdesign.com LANDSCAPE ARCHITECT: NEW HORIZON ACADEMY 7100 BROOKLYN BLVD. BROOKLYN CENTER NEW HORIZON ACADEMY 3405 ANNAPOLIS LANE N. PLYMOUTH, MN 55447 Sheet No.: SHEET TITLE: LANDSCAPE DETAILS Project Architect: Drawing History/Revisions: Drawing Date: A. PETER HILGER, AIA L2 03.11.2025 March 11, 2025 Page 198 of 228 LANDSCAPE SPECIFICATIONS TREES, SHRUBS, AND PERENNIALS 1.REFERENCES A.MnDOT - Minnesota Department of Transportation, Standard Specifications for Construction, 2020 Edition. B.American Standard for Nursery Stock, ANSI Z60.1-2014. C.ASTM, American Society for Testing and Materials. 2.QUALITY ASSURANCE A.Work shall be performed by a landscape contractor with extensive horticulture knowledge, and a min. of 3 years of experience. B.Handle plants in such a way as to protect from damage either physical or by exposure to sun and wind. Mishandled plants are subject to rejection by Landscape Architect. C.Plants used on this project shall meet the grading standards recommended by the ANSI Z60.1-2014. D.Each tree and shrub shall have a plant tag with botanical and common name attached to it for verification of item.Tag to remain on until acceptance of project. 3. PRODUCTS A.Plants: Provide as specified on Plant Schedule. B.Edging: Colmet steel edging 3/16" x 5" with stakes, black color, or equal. C.Mulch: Double shredded hardwood mulch. D.Water: Contractor to provide. E.Planting Soil: rich friable, loam topsoil, free of debris and seeds, conforming to MnDOT 3877.2, Loam Topsoil Borrow. F.Compost: Conforming to MnDOT 3890.2, Grade 2. G.Tree Wrap: White plastic tree guards or light colored two-ply weather resistant paper product. 4.PLANTING DATES: Spring Planting: Apr. 1 - June 15. These dates may be extended if daytime temps. remain below 80 degrees. Fall: Sept. 30 - Oct. 30th. Daytime temps. need to drop below 80 degrees before planting begins, and may continue until freeze up. Coniferous trees Aug. 15 - Oct. 1st. Plant under favorable weather conditions, do not plant during days of extreme heat. 5.EXECUTION A.Prior to digging, Contractor to have utilities located. B.Contractor to notify Owner and Landscape Architect 3 days in advance of when planting work will occur. C.Plant into prepared planting beds, free of weeds. D.Install trees, shrubs, and perennials per planting details, adjust location if in conflict with utilities. Verify new location with Landscape Architect prior to planting. E.Separate all shrub and perennial beds from sod areas with edger. F.Clean-up entire site following planting operations. 6.ACCEPTANCE OF PLANTING WORK A.Contractor to notify Owner when planting work is complete for review and punch list. B.Contractor to water and maintain the trees, shrubs, and perennials until Owner Acceptance. C.Owner will give Acceptance of Work following satisfactory correction of punch list items. D.Watering and regular landscape maintenance of trees, shrubs, and perennials will be Owners responsibility following acceptance of work. 7.GUARANTEE PERIOD A.Contractor to warranty trees, shrubs and perennials for one year following acceptance of Work by Owner. B.Contractor to maintain the trees in a plumb position throughout the guarantee period. C.Contractor to remove all staking/wiring/ straps and plant tags from trees at the end of the guarantee period. D.Replacements: At the end of the guarantee period, all plants which are unhealthy, dead, not having a normal density, size, shape or color shall be shall be replaced. Replacements shall match caliper and/or height of the other plants at time of replacement. Selection of replacement material and installation practices shall follow the requirements of the Drawings and Specifications. SODDING 1.AREAS TO SOD A.Sod areas as shown on plan 2.REFERENCES A.MnDOT - Minnesota Department of Transportation, Standard Specifications for Construction, 2020 Edition. 3.PRODUCTS A.Sod: Provide drought tolerant, strongly rooted sod, machine cut to pad thickness of 1", excluding top growth and thatch. Sod to be at least 2 years old, free of weeds, disease, or other material which might be detrimental to the development of the sod. Sod to be moist when cut and maintained in moist condition during transportation and storage at the site. Do not use sod that shows signs of visible heating on this project. B.Fertilizer: Slow release 5-10-5 starter fertilizer. C.Water: Contractor to provide. D.Topsoil: provide rich friable, sandy loam, free of debris and seeds, and conforming to MnDOT 3877.2 Common Topsoil Borrow. 4.SOIL PREPARATION A.Verify all sod areas have a minimum of 4" of topsoil. B.Immediately prior to sodding, loosen topsoil to minimum depth of 3". C.On slopes operate cultivating equipment at right angles to the direction of surface drainage. D.Contractor to work all areas to receive sod until the soil is smooth and an even grade is established. Fill all holes, depressions and rivulets to ensure an even grade and that proper elevation is established. Fill material shall be compacted sufficiently to provide uniform density and to resist erosion. Remove all rubble, sticks, branches, stones and other extraneous material over 1/2" in diameter on the surface prior to sodding. E.For all areas to be sodded work in dry, free flowing slow release starter fertilizer into the top 1 inch of soil. 5.EXECUTION A.Install sod during favorable weather, do not sod if ground is frozen or sod is dormant. B.Lay sod with tightly fitting joints, no overlapping joints, and stagger rows to offset joints. Anchor sod on slopes to prevent slippage. C.Thoroughly water sod immediately after installing. Continue watering at frequency necessary to initiate rooting, and until the work is accepted by Owner. D.Clean up and remove all debris resulting from sodding activity and dispose of properly. Restore all areas disturbed by sodding operation to their original condition. 6.ACCEPTANCE OF SOD WORK A.Contractor to notify Owner when sod work is complete for review and punch list. B.Owner to accept work following satisfactory correction of punch list items. C.Contractor will maintain all turf areas in a healthy, growing condition by watering, mowing, and any other maintenance necessary to establish the lawn, for a minimum of 30 days from time of acceptance. D.Any sod that does not show definite growth and establishment during the 30 days from time of acceptance, shall be replaced and established at the proper season by the Contractor at Contractor's expense. IRRIGATION 1.DESCRIPTION A.Work includes: design, furnish, and install complete, fully automatic and programmable underground irrigation system, capable of alternate date watering for all landscape areas. The system shall provide full coverage with uniform levels of total precipitation throughout all irrigated areas. B.The system is to include a master valve and water efficient technologies including: a smart controller with a WaterSense label, a flow meter, soil moisture and/or evapotranspiration (ET) sensors, a rain sensor, and be calibrated to meet all applicable City Codes. C.Dripline to be used in perennial and shrub beds not covered by lawn sprinklers. D.The system is to meet state department of health standards and have a backflow preventer. E.Materials, equipment, and methods of design and installation shall comply with, but not be limited to, the following codes and standards: ·All local and state laws and ordinances, and with all the established codes applicable thereto. ·National Electrical Code. ·American Society for Testing and Materials (ASTM). ·National Sanitation Foundation (NSF). ·The best management practices developed by the Irrigation Association. F.The designer shall provide balanced pressure and flow and optimum operating efficiency. G.The contractor is responsible for obtaining all permits and licenses required for installation of irrigation system. 2.QUALITY ASSURANCE A.The irrigation system shall be designed and installed by a contractor specializing in irrigation work, and will have a minimum of 5 years of experience designing and installing systems of similar scope and size. B.The contractor shall maintain a skilled foreman on site during the installation of all work and the foreman will have a Minnesota Power Limited Technician License. 3.SUBMITTALS A.Shop Drawings: submit irrigation plan, product schedule, and specifications for review and acceptance. B.Operation and Maintenance Manual: following completion of work, provide the Owner with an operation and maintenance manual of the complete system in a digital pdf file format and one hard copy. C.As-Built Plan: following completion of work, contractor to furnish Owner a scaled as-built irrigation map, with dimensions as needed, on durable paper or laminated to be mounted on wall with the main control panel and a digital file in pdf format. The map shall indicate the zones, location of all controls, piping and depths, heads (including type), drip-lines, valves, connection to water service, and other related components. 4.PRODUCTS A.Select products suitable to the landscape areas. B.All products and materials used in the system shall be new and professional grade. C.Provide sprinkler heads, driplines, electric valves, and automatic controller from one manufacturer: Toro, Rainbird, Hunter Industries, or equal. 5.EXECUTION A.Prior to digging, contractor to have utilities located. B.Water Coverage: Provide uniform water coverage over turf areas and planting beds. C.Turf: Turf areas to be irrigated with spray heads. Locate heads to avoid overspray onto sidewalks, parking areas, signs and buildings. D.Planting Beds: All continuous shrubs, trees, perennial beds to be irrigated with a drip system and spray heads where drip lines are impractical. E.Winterization: System to accommodate winterization by blowing system dry with compressed air. F.Install the irrigation system per contractor's plan and specifications. G.Instructions: Contractor to instruct the Owner in proper operation and maintenance of the system. H.Cleanup: Replace landscaping disturbed by operations. Cleanup all debris and restore site to original condition. 6.REVIEW AND ACCEPTANCE A.Contractor to test system to a hydrostatic pressure of not less than 100 psi. Remove and replace any components that do not pass test. B.Contractor to contact Owner and perform operational test after system is fully in place and demonstrate to the Owner that the irrigation system meets coverage requirements and that automatic controls function properly. Any corrective work identified shall be completed within two weeks of receipt of comments. C.Owner to accept work following: satisfactory completion of any corrective work, receiving hands-on instructions for operation, and receiving as-built plan and operation and maintenance manual submittals. 7.MAINTENANCE A.Contractor to drain and winterize irrigation system in the fall, following first year of operation, and shall put the system back in service the following spring as part of the work of this contract at no additional cost to the Owner. 8.GUARANTEE A.Warranty irrigation system materials and labor for one year following acceptance of work by Owner. Contractor to promptly furnish and install, at no cost to Owner, any parts that prove defective in material or workmanship. CI T Y S U B M I T T A L 03 . 1 1 . 2 0 2 5 NATIVE SEED ESTABLISHMENT 1.REFERENCES A.MnDOT - Minnesota Department of Transportation, Standard Specifications for Construction, 2020 Edition. B.MnDOT - Minnesota Department of Transportation, Seeding Manual 2023 Edition. 2.QUALITY ASSURANCE A.Qualifications: Contractor to have a minimum of three years of experience in prairie seed establishment. All crews to be under the supervision of a crew leader with min. 3 years of experience with native grass and forb seed establishment, B.Herbicide applicators to be licensed with State of MN Department of Agriculture. C.Native Plant Establishment Requirements, sheet L2, for education and documentation submittals. D.Delivery and Storage of Seed: Contractor shall protect seed from weather or other conditions which would damage or impair the products. 3.PRODUCTS A.Topsoil: Provide friable topsoil, free from weeds, stones, lime, concrete, ashes, slag, or other deleterious matter, conforming to MnDOT 3877.2, A, Common Topsoil Borrow. B.Native Seed Mix: MnDOT 35-241 Mesic Prairie General, conforming to MnDOT 3876.2 requirements. Seed viability to be tested and labeled in accordance with MnDOT 3876.3. C.Mulch: MnDOT 3882.2, Type 3, grain straw, or native grass straw, certified noxious weed free. D.Erosion Control Blanket: MnDOT 3885.2, Cat 20, 2-sided straw. E.Water: Contractor to verify water source and availability prior to construction. If permits or water meters are required the cost shall be borne by the Contractor. Contractor to supply all hoses and appropriate equipment to obtain water. 4.PLANTING BED PREPARATION A.Verify finished grade is complete and ready for seeding work. B.Prior to cultivation, Contractor shall examine site and remove noxious weeds and birdsfoot trefoil. Contractor to remove it, using herbicides appropriate for the types of vegetation to be removed. Apply in proper weather conditions. Reapply if initial application does not take. C.Prepare the soil to minimize soil erosion and to provide a media for plant and root establishment conforming to MnDOT 2574.3, A.3. D.Contractor shall not work soil when moisture content is so great that excessive compaction will occur, nor when it is so dry that dust will form in the air or that clods will not break readily. Apply water, if necessary, to bring soil to an optimum moisture content for tilling. Do not work soil when muddy or frozen. E.Contractor shall use equipment of appropriate size and low ground pressure equipment to achieve a relatively smooth soil surface free of high areas, depressions and tracks, and to minimize soil compaction. 5.SEEDING A.Seed areas as identified on the Drawings. B.Time of Planting: Planting operations are to be conducted under favorable weather conditions. Season of planting can be extended based on current weather patterns. Native grass and forb seeding dates: Spring: April 15 to July 20, Fall: September 20 to October 20. C.Placing native seed mix shall conform to MnDOT 2575.3, A, and B. D.Uniformly sow the seed using a mechanical spreader at the rate specified in the seed mixture. Adjust as needed to achieve the required PLS rate of MnDOT table 3876.2-1, state seed mixes. Do not broadcast seed with wind velocities greater than 15mph. E.Lightly rake and pack the seedbed using a cultipacker or a lawn roller to produce good soil to seed contact. F.Install erosion control blanket over all seeded areas as specified in MnDOT 2575.3, G.1.a 6.CLEAN-UP A.Contractor shall clean up and remove deleterious materials and debris from the entire work area prior to final completion. B.ACCEPTANCE OF NATIVE SEED ESTABLISHMENT Contractor to notify Owner when native seeding work is complete and the following performance standard is met. Native vegetation cover: No less than 70% absolute cover Non-native vegetation:No more than 15% absolute cover Bare ground:No more than 15% absolute cover 7.3- YEAR MAINTENANCE AGREEMENT A.Maintenance agreement for native planting areas shall last 3 years from acceptance of seeding date. B.Contractor to provide 3 site visits per year to mow/weed whip, spot treat invasive species, and hand weed. Reseed bare areas that are 9 square feet or larger. Remove and reseed solid patches of non-native vegetation. Site visits to be timed to mow before weeds go to seed. Mow height to be just above the new native seedlings, rake off cuttings if weeds have already flowered. C.Following each site visit submit a monitoring report to the Owner with the date of site visit, an assessment of the vegetation cover, and activities performed. RYLAUR, LLC 14 PHEASANT LANE NORTH OAKS, MN 55127 P: 612.868.3636 philger@rylaur.com PROJECT INFORMATION: CLIENT INFORMATION: 2025 RYLAUR, LLCC Carmen Simonet Design LLC 354 Stonebridge Blvd. St. Paul, MN 55105 (651) 695-0273 carmen@simonetdesign.com LANDSCAPE ARCHITECT: NEW HORIZON ACADEMY 7100 BROOKLYN BLVD. BROOKLYN CENTER NEW HORIZON ACADEMY 3405 ANNAPOLIS LANE N. PLYMOUTH, MN 55447 Sheet No.: SHEET TITLE: LANDSCAPE NOTES Project Architect: Drawing History/Revisions: Drawing Date: A. PETER HILGER, AIA L3 03.11.2025 March 11, 2025 Page 199 of 228 S89°42'00"W 230.72 S0 0 ° 1 8 ' 0 0 " E 16 4 . 9 8 N 3 6 ° 4 7 ' 3 0 " W 3 2 . 7 2 1 7 2 . 0 2 Δ = 0 ° 2 5 ' 5 1 " R = 2 2 8 7 6 . 3 2 351.96 N89°42'00"E 49 . 9 95.3 65 . 0 80.1 6 . 9 3.1 7.7 3. 1 7 . 0 2 Story Brick Sided Building Foundation Area = 6,127 +/- Sq. Ft. Existing Building Existing Building Bituminous Parking Lot Bituminous Parking Lot Bituminous Parking Lot Bi t u m i n o u s P a r k i n g L o t B i t u m i n o u s P a t h B i t u m i n o u s P a t h ( A P u b l i c R / W ) B R O O K L Y N B O U L E V A R D ( C O U N T Y R O A D N O . 1 5 2 ) 12" P V C 6" PVC 12" PVC 3 3 " R C P 2 7 " R C P ( P e r R e c . ) 1 2 " R C P ( P e r R e c . ) 27" RCP (Per Rec.) 8 " W M ( P e r R e c . ) 8 " W M ( P e r R e c . ) 1 2 " R C P ( P e r R e c . ) 1 2 " R C P ( P e r R e c . ) 15" R C P (Pe r R e c . ) 6" WM (Per Rec.) 6" WM (Per Rec.) 6" W M ( P e r R e c . ) 11 1 5 5 8 10 19 7 2 5 M o n u m e n t S i g n Concrete Steps Co n c r e t e W a l k w a y Co n c r e t e W a l k w a y [A] Concrete Walkway Crosses Property Line A c c e s s Generator Water Service (Per Rec.) Concrete Chain Link Fence [B] Chain Link Fence Crosses Property Line [C] Chain Link Fence Crosses Property Line Trash Enclosure Landscaping Rock C o l u m n O v e r h a n g Ov e r h a n g Ov e r h a n g Concrete Retaining Wall Edge of Woods Edge of W o o d s Edge of Woods Edge of Woods Edge of Ice Edge of Ice [9] Drainage and Utility Easement Per Plat [9] Drainage and Utility Easement Per Plat [9] Drainage and Utility Easement Per Plat [9 ] D r a i n a g e a n d U t i l i t y Ea s e m e n t P e r P l a t [9] Drainage and Utility Easement Per Plat [9] Drainage and Utility Easement Per Plat [ 1 0 ] H i g h w a y E a s e m e n t P e r D o c . N o s . 7 2 9 1 1 2 4 & 8 6 6 0 1 2 7 [13] Vehicular Parking Easement Per Doc. No. 5268706 [14] Access Easement Per Doc. No. 11188033 Pond PID: 2711921320004 Address: Unassigned Owner: Brooklyn Ctr Meth Ch PID: 2711921320058 Address: 4513 71st Ave N Owner: Amy Yang PID: 2711921320059 Address: 4507 71st Ave N Owner: Gorpu Daniels/James Gbanjah PID: 2711921320060 Address: 4501 71st Ave N Owner: T Christensen/R Chistensen PID: 2711921320061 Address: 4419 71st Ave N Owner: W R Lindig & K S Lindig PID: 2711921320062 Address: 4413 71st Ave N Owner: James Campbell PID: 2711921330080-2711921330096 Address: Multiple Owner: Multiple PID: 2711921330097 Address: 7100 Brooklyn Blvd PID: 2711921330098 Address: Unassigned Owner: City of Brooklyn Center Found 1/2 Inch Open Iron Pipe Found Nail W/ Flagging Found 1/2 Inch Iron Pipe W/ Illegible Cap Found Rebar [ 9 ] D r a i n a g e a n d U t i l i t y E a s e m e n t P e r P l a t Overhang ( P l a t = 3 2 . 7 5 ) (Plat=230.80) ( P l a t = 1 7 1 . 9 7 ) 1 2 " R C P ( P e r R e c . ) 1 2 " R C P ( P e r R e c . ) N36 ° 2 6 ' 0 4 " W 13.5 6 1 3 2 . 1 3 Δ = 1 ° 0 9 ' 3 8 " R = 6 5 2 3 . 9 4 N 3 7 ° 3 5 ' 4 2 " W 6 0 . 4 8 8" P V C Sanitary Service (Per Rec.) 326.1525.81 28.20 202.52 DESCRIPTION OF PROPERTY SURVEYED Lot 1, Block 1, 7100 Corporate Plaza 2nd Addition, as platted and recorded. Hennepin County, Minnesota Abstract Property GENERAL SURVEY NOTES 1.Bearings are based on the Hennepin County Coordinate System (1986 Adjustment). 2.Elevations are based on the NGVD 29 Datum. Site Benchmark is the top nut of the fire hydrant located on the northeasterly side of Brooklyn Boulevard, approximately 27 feet northeast from the northwest corner of the subject property, as shown hereon. Elevation = 869.78. 3.We have shown the location of utilities to the best of our ability based on observed evidence together with evidence from the following sources: plans obtained from utility companies, plans provided by client, markings by utility companies and other appropriate sources. We have used this information to develop a view of the underground utilities for this site. However, lacking excavation, the exact location of underground features cannot be accurately, completely and reliably depicted. Where additional or more detailed information is required, the client is advised that excavation may be necessary. Also, please note that seasonal conditions may inhibit our ability to visibly observe all the utilities located on the subject property. ALTA/NSPS LAND TITLE SURVEY NOTES (numbered per Table A) 1.Monuments placed and/or found at all major corners of the boundary of the surveyed property as shown hereon. 2.Site Address: 7100 Brooklyn Boulevard, Brooklyn Center, Minnesota 55429. 3.This property is contained in Zone X (area determined to be outside the 0.2% annual chance floodplain) per Flood Insurance Rate Map, Community Panel No. 27053C0204F, effective date of November 4, 2016. 4.The gross land area is 48,095 +/- square feet or 1.104 +/- acres. Right of Way Easement Area= 4,397 +/- square feet or 0.101 +/- acres. Total Area Minus Right of Way= 43,698 +/- square feet or 1.003 +/- acres. 7.(a) Exterior dimensions of buildings at ground level as shown hereon. (b)(1) Square footage of exterior footprint of buildings at ground level as shown hereon. 8.Substantial features observed in the process of conducting the fieldwork as shown hereon. Please note that seasonal conditions may inhibit our ability to visibly observed all site features located on the subject property. 9.The number of striped parking stalls on this site are as follows: 61 Regular + 3 Handicap = 64 Total Parking Stalls. 13.The names of the adjoining owners of the platted lands, as shown hereon, are based on information obtained from the Hennepin County Interactive Property Map. SURVEY REPORT 1.This map and report was prepared with the benefit of a Loan Policy of Title Insurance Proforma issued by Commercial Partners Title, a division of Chicago Title Insurance company as agent for Chicago Title Insurance Company, File No. CP71429, Date of Policy: Date and Time of Recording. We note the following with regards to Schedule B II Exceptions of the herein referenced Proforma: a. Item no.'s 1-8 and 11-12 are not survey related. b. The following are numbered per the referenced Proforma: [9].Drainage and utility easements as shown on the recorded plat of 7100 Corporate Plaza 2nd Addition. Easements are located around the perimeter and the middle portion of the subject property, as shown hereon. [10].Easement for highway purposes in favor of the County of Hennepin described as Parcel 29 contained in Notice of Lis Pendens filed April 26, 2000, as Document No. 7291124, and in Final Certificate dated September 22, 2005, filed September 23, 2005, as Document No. 8660127. Document creates a highway easement located over the southwesterly portion of the subject property, a shown hereon. [13].Terms and conditions of and easements contained in Declaration dated March 18, 1987, filed May 15, 1987, as Document No. 5268706. Document creates an easement for vehicular parking and for constructing, repairing, and maintaining an asphalt parking surface with the benefit to Lot 1 Block 1, 7100 Corporate Plaza 2nd Addition. Easement is located over the Easterly 3 feet of Lot 2 Block 1, 7100 Corporate Plaza 2nd Addition, as shown hereon. [14].Terms and conditions of Access Easement and Utility Facilities Agreement dated __________________, recorded _______________, as Document No. ___________________. Please note it appears said access easement has been recorded per Document No. 11188033, dated 3-16-2023, provided to us by the client. Access easement benefiting Lot 2, Block 1, 7100 Corporate Plaza 2nd Addition, is located through the middle portion of the subject property, as shown hereon. 2.Conflicts such as (but not limited to): encroachments, protrusions, access, occupation, and easements and/or servitudes: [A].Concrete walkway crosses the north line of the subject property, as shown hereon. [B].Chain link fence crosses the north line of the subject property, as shown hereon. [C].Chain link fence crosses the east line of the subject property, as shown hereon. ALTA CERTIFICATION To: 7100 Brooklyn Blvd LLC, a Minnesota limited liability company; Associated Bank, its successors and/or assigns as their respective interests may appear; Commercial Partners Title, a division of Chicago Title Insurance; and Chicago Title Insurance Company: This is to certify that this map or plat and the survey on which it is based were made in accordance with the 2021 Minimum Standard Detail Requirements for ALTA/NSPS Land Title Surveys, jointly established and adopted by ALTA and NSPS, and includes Items 1, 2, 3, 4, 7(a), 7(b)(1), 8, 9, and 13 of Table A thereof. The fieldwork was completed on 1-31-2025. Dated this 5th day of February, 2025. ________________________________________________________ Rory L. Synstelien Minnesota License No. 44565 rory@civilsitegroup.com VICINITY MAP 71 0 0 B r o o k l y n B o u l e v a r d Br o o k l y n C e n t e r , H e n n e p i n C o u n t y , M i n n e s o t a 5 5 4 2 9 14 P h e a s a n t L a n e , N o r t h O a k s , M i n n e s o t a 5 5 1 2 7 Ry l a u r , L L C PR O J E C T PROJECT NO.: 25020.00 COPYRIGHT 2025 CIVIL SITE GROUP INC.c REVISION SUMMARY DATE DESCRIPTION V1.0 ALTA/NSPS LAND TITLE SURVEY .. .. .. .. .. .. N 44565 RORY L. SYNSTELIEN LICENSE NO.DATE I HEREBY CERTIFY THAT THIS SURVEY, PLAN, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED LAND SURVEYOR UNDER THE LAWS OF THE STATE OF MINNESOTA. 2-5-2025 N CL I E N T Civil Engineering Surveying Landscape Architecture 5000 Glenwood Avenue Golden Valley, MN 55422 civilsitegroup.com 612-615-0060 QA/QC FIELD CREW DRAWN BY REVIEWED BY UPDATED BY DP/MG DS CJ . OVERHEAD UTILITIES GASMAIN SANITARY SEWER STORM SEWER FIBER/COMM. LINE ELECTRIC LINE (RECORD) WATERMAIN ELECTRIC LINE GASMAIN (RECORD) CHAINLINK FENCE LINE Linetype & Symbol Legend CONCRETE SURFACE PAVER SURFACE BITUMINOUS SURFACE GRAVEL/LANDSCAPE SURFACE IRON FENCE LINE GUARDRAIL WATERMAIN (RECORD) SANITARY SEWER (RECORD) STORM SEWER (RECORD) FIBER/COMM. LINE (RECORD) TELEPHONE LINE (RECORD) TELEPHONE LINE SIGN SANITARY MANHOLE STORM MANHOLE CABLE TV BOX TELEPHONE MANHOLE ELECTRIC TRANSFORMER TELEPHONE BOX TRAFFIC SIGNAL GAS METER ELECTRICAL METER WATER MANHOLE WATER VALVE AIR CONDITIONER BOLLARD CATCH BASIN ELECTRIC MANHOLE GAS VALVE FLAG POLE HANDICAP SYMBOL FOUND IRON MONUMENT HYDRANT CAST IRON MONUMENT SET OR TO BE SET IRON MONUMENT FLARED END SECTION POWER POLE UTILITY MANHOLE GUY WIRE CONIFEROUS TREE DECIDUOUS TREE ROOF DRAIN SEWER CLEAN OUT FIRE CONNECTION WELL UTILITY VAULT POST INDICATOR VALVE GAS MANHOLE HAND HOLE FIBER/COMM. MANHOLE MAIL BOX FUEL TANK ELECTRICAL OUTLET SB SOIL BORING LIGHT POLE ACCESS RESTRICTION WOODEN FENCE LINE SATELLITE DISH BUSH/SHRUB 40102001020 SCALE IN FEET VA C A T E ADDEXISTING Page 200 of 228 S89°42'00"W 230.72 S0 0 ° 1 8 ' 0 0 " E 16 4 . 9 8 N 3 6 ° 4 7 ' 3 0 " W 3 2 . 7 2 1 7 2 . 0 2 Δ = 0 ° 2 5 ' 5 1 " R = 2 2 8 7 6 . 3 2 351.96 N89°42'00"E 49 . 9 95.3 65 . 0 80.1 6 . 9 3.1 7.7 3. 1 7 . 0 2 Story Brick Sided Building Foundation Area = 6,127 +/- Sq. Ft. Existing Building Existing Building Bituminous Parking Lot Bituminous Parking Lot Bituminous Parking Lot Bi t u m i n o u s P a r k i n g L o t B i t u m i n o u s P a t h B i t u m i n o u s P a t h ( A P u b l i c R / W ) B R O O K L Y N B O U L E V A R D ( C O U N T Y R O A D N O . 1 5 2 ) 12" P V C 6" PVC 12" PVC 3 3 " R C P 2 7 " R C P ( P e r R e c . ) 1 2 " R C P ( P e r R e c . ) 27" RCP (Per Rec.) 8 " W M ( P e r R e c . ) 8 " W M ( P e r R e c . ) 1 2 " R C P ( P e r R e c . ) 1 2 " R C P ( P e r R e c . ) 15" R C P (Pe r R e c . ) 6" WM (Per Rec.) 6" WM (Per Rec.) 6" W M ( P e r R e c . ) 11 1 5 5 8 10 19 7 2 5 M o n u m e n t S i g n Concrete Steps Co n c r e t e W a l k w a y Co n c r e t e W a l k w a y [A] Concrete Walkway Crosses Property Line A c c e s s Generator Water Service (Per Rec.) Concrete Chain Link Fence [B] Chain Link Fence Crosses Property Line [C] Chain Link Fence Crosses Property Line Trash Enclosure Landscaping Rock C o l u m n O v e r h a n g Ov e r h a n g Ov e r h a n g Concrete Retaining Wall Edge of Woods Edge of W o o d s Edge of Woods Edge of Woods Edge of Ice Edge of Ice [9] Drainage and Utility Easement Per Plat [9] Drainage and Utility Easement Per Plat [9] Drainage and Utility Easement Per Plat [9 ] D r a i n a g e a n d U t i l i t y Ea s e m e n t P e r P l a t [9] Drainage and Utility Easement Per Plat [9] Drainage and Utility Easement Per Plat [ 1 0 ] H i g h w a y E a s e m e n t P e r D o c . N o s . 7 2 9 1 1 2 4 & 8 6 6 0 1 2 7 [13] Vehicular Parking Easement Per Doc. No. 5268706 [14] Access Easement Per Doc. No. 11188033 Pond PID: 2711921320004 Address: Unassigned Owner: Brooklyn Ctr Meth Ch PID: 2711921320058 Address: 4513 71st Ave N Owner: Amy Yang PID: 2711921320059 Address: 4507 71st Ave N Owner: Gorpu Daniels/James Gbanjah PID: 2711921320060 Address: 4501 71st Ave N Owner: T Christensen/R Chistensen PID: 2711921320061 Address: 4419 71st Ave N Owner: W R Lindig & K S Lindig PID: 2711921320062 Address: 4413 71st Ave N Owner: James Campbell PID: 2711921330080-2711921330096 Address: Multiple Owner: Multiple PID: 2711921330097 Address: 7100 Brooklyn Blvd PID: 2711921330098 Address: Unassigned Owner: City of Brooklyn Center Found 1/2 Inch Open Iron Pipe Found Nail W/ Flagging Found 1/2 Inch Iron Pipe W/ Illegible Cap Found Rebar [ 9 ] D r a i n a g e a n d U t i l i t y E a s e m e n t P e r P l a t Overhang ( P l a t = 3 2 . 7 5 ) (Plat=230.80) ( P l a t = 1 7 1 . 9 7 ) 1 2 " R C P ( P e r R e c . ) 1 2 " R C P ( P e r R e c . ) N36 ° 2 6 ' 0 4 " W 13.5 6 1 3 2 . 1 3 Δ = 1 ° 0 9 ' 3 8 " R = 6 5 2 3 . 9 4 N 3 7 ° 3 5 ' 4 2 " W 6 0 . 4 8 8" P V C Sanitary Service (Per Rec.) 326.1525.81 28.20 202.52 DESCRIPTION OF PROPERTY SURVEYED Lot 1, Block 1, 7100 Corporate Plaza 2nd Addition, as platted and recorded. Hennepin County, Minnesota Abstract Property GENERAL SURVEY NOTES 1.Bearings are based on the Hennepin County Coordinate System (1986 Adjustment). 2.Elevations are based on the NGVD 29 Datum. Site Benchmark is the top nut of the fire hydrant located on the northeasterly side of Brooklyn Boulevard, approximately 27 feet northeast from the northwest corner of the subject property, as shown hereon. Elevation = 869.78. 3.We have shown the location of utilities to the best of our ability based on observed evidence together with evidence from the following sources: plans obtained from utility companies, plans provided by client, markings by utility companies and other appropriate sources. We have used this information to develop a view of the underground utilities for this site. However, lacking excavation, the exact location of underground features cannot be accurately, completely and reliably depicted. Where additional or more detailed information is required, the client is advised that excavation may be necessary. Also, please note that seasonal conditions may inhibit our ability to visibly observe all the utilities located on the subject property. ALTA/NSPS LAND TITLE SURVEY NOTES (numbered per Table A) 1.Monuments placed and/or found at all major corners of the boundary of the surveyed property as shown hereon. 2.Site Address: 7100 Brooklyn Boulevard, Brooklyn Center, Minnesota 55429. 3.This property is contained in Zone X (area determined to be outside the 0.2% annual chance floodplain) per Flood Insurance Rate Map, Community Panel No. 27053C0204F, effective date of November 4, 2016. 4.The gross land area is 48,095 +/- square feet or 1.104 +/- acres. Right of Way Easement Area= 4,397 +/- square feet or 0.101 +/- acres. Total Area Minus Right of Way= 43,698 +/- square feet or 1.003 +/- acres. 7.(a) Exterior dimensions of buildings at ground level as shown hereon. (b)(1) Square footage of exterior footprint of buildings at ground level as shown hereon. 8.Substantial features observed in the process of conducting the fieldwork as shown hereon. Please note that seasonal conditions may inhibit our ability to visibly observed all site features located on the subject property. 9.The number of striped parking stalls on this site are as follows: 61 Regular + 3 Handicap = 64 Total Parking Stalls. 13.The names of the adjoining owners of the platted lands, as shown hereon, are based on information obtained from the Hennepin County Interactive Property Map. SURVEY REPORT 1.This map and report was prepared with the benefit of a Loan Policy of Title Insurance Proforma issued by Commercial Partners Title, a division of Chicago Title Insurance company as agent for Chicago Title Insurance Company, File No. CP71429, Date of Policy: Date and Time of Recording. We note the following with regards to Schedule B II Exceptions of the herein referenced Proforma: a. Item no.'s 1-8 and 11-12 are not survey related. b. The following are numbered per the referenced Proforma: [9].Drainage and utility easements as shown on the recorded plat of 7100 Corporate Plaza 2nd Addition. Easements are located around the perimeter and the middle portion of the subject property, as shown hereon. [10].Easement for highway purposes in favor of the County of Hennepin described as Parcel 29 contained in Notice of Lis Pendens filed April 26, 2000, as Document No. 7291124, and in Final Certificate dated September 22, 2005, filed September 23, 2005, as Document No. 8660127. Document creates a highway easement located over the southwesterly portion of the subject property, a shown hereon. [13].Terms and conditions of and easements contained in Declaration dated March 18, 1987, filed May 15, 1987, as Document No. 5268706. Document creates an easement for vehicular parking and for constructing, repairing, and maintaining an asphalt parking surface with the benefit to Lot 1 Block 1, 7100 Corporate Plaza 2nd Addition. Easement is located over the Easterly 3 feet of Lot 2 Block 1, 7100 Corporate Plaza 2nd Addition, as shown hereon. [14].Terms and conditions of Access Easement and Utility Facilities Agreement dated __________________, recorded _______________, as Document No. ___________________. Please note it appears said access easement has been recorded per Document No. 11188033, dated 3-16-2023, provided to us by the client. Access easement benefiting Lot 2, Block 1, 7100 Corporate Plaza 2nd Addition, is located through the middle portion of the subject property, as shown hereon. 2.Conflicts such as (but not limited to): encroachments, protrusions, access, occupation, and easements and/or servitudes: [A].Concrete walkway crosses the north line of the subject property, as shown hereon. [B].Chain link fence crosses the north line of the subject property, as shown hereon. [C].Chain link fence crosses the east line of the subject property, as shown hereon. ALTA CERTIFICATION To: 7100 Brooklyn Blvd LLC, a Minnesota limited liability company; Associated Bank, its successors and/or assigns as their respective interests may appear; Commercial Partners Title, a division of Chicago Title Insurance; and Chicago Title Insurance Company: This is to certify that this map or plat and the survey on which it is based were made in accordance with the 2021 Minimum Standard Detail Requirements for ALTA/NSPS Land Title Surveys, jointly established and adopted by ALTA and NSPS, and includes Items 1, 2, 3, 4, 7(a), 7(b)(1), 8, 9, and 13 of Table A thereof. The fieldwork was completed on 1-31-2025. Dated this 5th day of February, 2025. ________________________________________________________ Rory L. Synstelien Minnesota License No. 44565 rory@civilsitegroup.com VICINITY MAP 71 0 0 B r o o k l y n B o u l e v a r d Br o o k l y n C e n t e r , H e n n e p i n C o u n t y , M i n n e s o t a 5 5 4 2 9 14 P h e a s a n t L a n e , N o r t h O a k s , M i n n e s o t a 5 5 1 2 7 Ry l a u r , L L C PR O J E C T PROJECT NO.: 25020.00 COPYRIGHT 2025 CIVIL SITE GROUP INC.c REVISION SUMMARY DATE DESCRIPTION V1.0 ALTA/NSPS LAND TITLE SURVEY .. .. .. .. .. .. N 44565 RORY L. SYNSTELIEN LICENSE NO.DATE I HEREBY CERTIFY THAT THIS SURVEY, PLAN, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED LAND SURVEYOR UNDER THE LAWS OF THE STATE OF MINNESOTA. 2-5-2025 N CL I E N T Civil Engineering Surveying Landscape Architecture 5000 Glenwood Avenue Golden Valley, MN 55422 civilsitegroup.com 612-615-0060 QA/QC FIELD CREW DRAWN BY REVIEWED BY UPDATED BY DP/MG DS CJ . OVERHEAD UTILITIES GASMAIN SANITARY SEWER STORM SEWER FIBER/COMM. LINE ELECTRIC LINE (RECORD) WATERMAIN ELECTRIC LINE GASMAIN (RECORD) CHAINLINK FENCE LINE Linetype & Symbol Legend CONCRETE SURFACE PAVER SURFACE BITUMINOUS SURFACE GRAVEL/LANDSCAPE SURFACE IRON FENCE LINE GUARDRAIL WATERMAIN (RECORD) SANITARY SEWER (RECORD) STORM SEWER (RECORD) FIBER/COMM. LINE (RECORD) TELEPHONE LINE (RECORD) TELEPHONE LINE SIGN SANITARY MANHOLE STORM MANHOLE CABLE TV BOX TELEPHONE MANHOLE ELECTRIC TRANSFORMER TELEPHONE BOX TRAFFIC SIGNAL GAS METER ELECTRICAL METER WATER MANHOLE WATER VALVE AIR CONDITIONER BOLLARD CATCH BASIN ELECTRIC MANHOLE GAS VALVE FLAG POLE HANDICAP SYMBOL FOUND IRON MONUMENT HYDRANT CAST IRON MONUMENT SET OR TO BE SET IRON MONUMENT FLARED END SECTION POWER POLE UTILITY MANHOLE GUY WIRE CONIFEROUS TREE DECIDUOUS TREE ROOF DRAIN SEWER CLEAN OUT FIRE CONNECTION WELL UTILITY VAULT POST INDICATOR VALVE GAS MANHOLE HAND HOLE FIBER/COMM. MANHOLE MAIL BOX FUEL TANK ELECTRICAL OUTLET SB SOIL BORING LIGHT POLE ACCESS RESTRICTION WOODEN FENCE LINE SATELLITE DISH BUSH/SHRUB 40102001020 SCALE IN FEET VACATE ADD E X I S T I N G 7'-6" 7'-6" 7'-6" 7'-6" SEWER LINE OUT OF EASEMENT Page 201 of 228 STAIR C RM 144 85 sf ELEVATOR STAIR A TLT RM #05 49 sf UNISEX Storage RM #02 57 sf HALL RM #01 51 sf CLST RM #07 41 sf LARGE MOTOR RM RM #09 1014 SF MECH RM RM #03 225 SF UTILITY RM RM #04 41 SF 28 CHILDREN Overflow Car Seat RYLAUR, LLC 14 PHEASANT LANE NORTH OAKS, MN 55127 P: 612.868.3636 philger@rylaur.com PROJECT INFORMATION: CLIENT INFORMATION: Sheet No NEW HORIZON ACADEMY ANAPOLIS AVE PLYMOUTH, MN SHEET TITLE: Drawn By: VJH Project Architect: Drawing History/Revisions: Drawing Date: Checked By: APH 03.11.2025 A. PETER HILGER, AIA 2025 RYLAUR, LLCC A100 PRELIMINARY LOWER LEVEL BASEMENT PLAN 1 LOWER LEVEL BASEMENT PLAN SCALE: 1/4" = 1'-0" Project Architect: C NEW PERIMETER HVAC SOFFIT INSTALL NEW FOOTING FOR NEW PILLARS Page 202 of 228 CAR SEATS REF FRZ 24 " 48 " STAIR B / EXIT RM 116 167 sf HC TLT RM 124 54 sf HC TLT RM 105 58 sf UNISEX HALL A RM 110 258 sf HALL B RM 106 84 sf ELEVATOR STAIR A RM 101 103 sf VESTIBULE 100 44 sf INFANT A RM #111 510 sf @ 1:4 12 Kids / 3 Staff CRIB A RM #112 12 Cribs 195 sf CRIB B RM #115 12 Cribs 186 sf INFANT B RM #114 490 sf @ 1:4 12 Kids / 3 Staff LOBBY RM #103 460 sf OFFICE RM #104 155 sf @ 1:150 1 Staff TODDLER 2 RM #117 504 sf @ 1:7 14 Kids / 2 Staff TODDLER 1 RM #120 505 sf @ 1:7 14 Kids / 2 Staff INFANT TRANSITION RM #122 507 sf @ 1:7 14 Kids / 2 Staff KITCHEN RM #107 308 sf @ 1:200 1 Staff 2 4 " 3 6 " CONF RM RM #108 207 gsf 171 net sf/ 15 = 11 occ COT RM 123 16 sf LANDING RM 109 37 sf COT RM 121 16 sf COT RM 118 16 sf TLT RM 119 82 sf MOTHER RM #102 54 sf LAUNDRY RM 113 59 sf JOINT Si g n I n C o u n t e r RYLAUR, LLC 14 PHEASANT LANE NORTH OAKS, MN 55127 P: 612.868.3636 philger@rylaur.com PROJECT INFORMATION: CLIENT INFORMATION: Sheet No NEW HORIZON ACADEMY ANAPOLIS AVE PLYMOUTH, MN SHEET TITLE: Drawn By: VJH Project Architect: Drawing History/Revisions: Drawing Date: Checked By: APH 03.11.2025 A. PETER HILGER, AIA 2025 RYLAUR, LLCC A101 PRELIMINARY MAIN GRADE LEVEL PLAN 1 MAIN GRADE LEVEL PLAN SCALE: 1/4" = 1'-0" Project Architect: C NEW DOWNSPOUT TO TIE INTO STORM DRAIN NEW DOWNSPOUT TO TIE INTO STORM DRAIN NEW PILLARS SEE EXTERIOR ELEVATIONS NEW CANOPY w/BUILT-IN GUTTER SYSTEM 10'- 4 " 8' - 0 " Page 203 of 228 COT RM 212 16 sf COT RM 208 16 sf TLT RM 206 31 sf HC TLT RM 205 51 sf TLT RM 210 34 sf HC TLT RM 209 45 sf New Chase STAIR B ELEVATOR Open to Below TLT RM 214 34 sf HC TLT RM 213 45 sf TLT RM 218 48 sf HC TLT RM 219 43 sf COT RM 204 22 sf HC TLT RM 202 50 sf INISEX COT RM 216 16 sf STAFF RM RM #105 154 SF & MECH RM RM #220 262 gsf PRESCHOOL RM #207 738 sf @ 1:10 21 Kids / 3 Staff PRESCHOOL RM #211 741 sf @ 1:10 21 Kids / 3 Staff PRESCHOOL RM #215 746 sf @ 1:10 21 Kids / 3 Staff PRESCHOOL RM #203 739 sf @ 1:10 21 Kids / 3 Staff HALLWAY RM #201 648 sf REF New Chase STORAGE RM 212 16 sf STORAGE New Chase SENSORY RM RM #105 204 SF 200 net sf +/- Existing Ventilation Ductwork RYLAUR, LLC 14 PHEASANT LANE NORTH OAKS, MN 55127 P: 612.868.3636 philger@rylaur.com PROJECT INFORMATION: CLIENT INFORMATION: Sheet No NEW HORIZON ACADEMY ANAPOLIS AVE PLYMOUTH, MN SHEET TITLE: Drawn By: VJH Project Architect: Drawing History/Revisions: Drawing Date: Checked By: APH 03.11.2025 A. PETER HILGER, AIA 2025 RYLAUR, LLCC A102 PRELIMINARY UPPER LEVEL PLAN 1 UPPER LEVEL PLAN SCALE: 1/4" = 1'-0" Project Architect: C Page 204 of 228 RYLAUR, LLC 14 PHEASANT LANE NORTH OAKS, MN 55127 P: 612.868.3636 philger@rylaur.com PROJECT INFORMATION: CLIENT INFORMATION: Sheet No NEW HORIZON ACADEMY ANAPOLIS AVE PLYMOUTH, MN SHEET TITLE: Drawn By: VJH Project Architect: Drawing History/Revisions: Drawing Date: Checked By: APH 03.11.2025 A. PETER HILGER, AIA 2025 RYLAUR, LLCC A200 EXTERIOR ELEVATIONS 1 FRONT FACADE SCALE: 1/4" = 1'-0" Project Architect: C EXTERIOR DEMO KEYNOTES REMOVE EXISTING STOREFRONT WINDOW & CUT DOWN WALL BELOW SILL DOWN TO FLOOR FOR NEW EXTERIOR DOOR & SIDELIGHT INSTALLATION REMOVE EXISTING OUTDOOR STAIRWELL GUARDRAILING - DEMO SHOWN DASHED BLUE, TYP. REMOVE EXISTING CANOPY & REPLACE w/NEW CANOPY STRUCTURE AT FRONT WALL REMOVE EXISTING NIGHT DEPOSIT DROP BOXES EXTERIOR KEYNOTES INSTALL NEW ALUMINUM STOREFRONT DOOR & SIDELIGHT - MATCH EXISTING STOREFRONT INSTALL NEW BLACK METAL PICKET FENCE ALONG EXIST OUTDOOR STAIRWELL & AT TOP LANDING AREA w/ EMERGENCY EGRESS GATE. REPLACE STAIRWELL HANDRAILS AS/IF NEEDED INFILL WALL w/SALVAGED BRICK WHERE NIGHT DEPOSIT DROP BOXES HAVE BEEN REMOVED # 1 2 3 4 5 # A B C D E A 1 3 C REMOVE EXISTING SIGN BOX & RESTORE ORIGINAL ROOF PROFILE & MATERIALS NEW ILLUMINATED "NEW HORIZON ACADEMY" WALL SIGN AT FRONT BLDG ENTRANCE = 67 sf max. Approx. 19'-4" x 3'-6" INSTALL NEW CANOPY STRUCTURE AT FRONT BLDG ENTRANCE w/BUILT-IN GUTTER SYSTEM 4 D E EXISTING FRONT ENTRY SIDE PHOTODEXISTING FRONT ENTRY PHOTO F EXISTING FRONT ENTRY SIDE PHOTO A REMOVE EXIST FIRE HYDRANT PHOTO B REMOVE EXIST TRASH ENCLOSURE 4 D 4 D 3 C C EXISTING BLDG PHOTO FROM BROOKLYN BLVD 4 D 2 B REMOVE EXISTING MONUMENT SIGN - SEE 2/A002 FOR NEW MONUMNET SIGN DETAILS - SEE A001 FOR LOCATIONF FEXISTING LIGHT POLE WHERE INDICATED ON SITE PLAN TO BE RELOCATED - SEE A001 FOR LOCATIONG REMOVE EXISTING FLAG POLEH REMOVE EXISTING ATM ISLAND IN ITS ENTIRETYI G H I DEMOLISH EXISTING TRASH ENCLOSURE SEE A001 FOR LOCATION OF NEW TRASH BUILDING REFERENCE 4/A002 FOR NEW CONSTRUCTION DETAILS J J ABANDON EXISTING FIRE HYDRANT - SEE CIVIL PLANSK F 4 CUT DOWN BRICK WALL BELOW SILL FOR THE INSTALLATION OF NEW EXIT DOOR - SALVAGE BRICK & REFERENCE KEYNOTE #5 FOR RE-PURPOSE LOCATION L L REMOVE EXISTING ROOF "DIAMOND" & RESTORE TO ORIGINAL ROOF PROFILE & MATERIALSM RESTORE ROOF FACADE TO ORIGINAL PROFILE w/MATERIALS TO MATCH EXISTING6 6 M 6 M 6 M 6 M L Angled View NEW CANOPY ROOFING TO MATCH EXISTING METAL ROOF7 7 8 WOOD GRAIN NICHIHA FIBER CEMENT HORIZONTAL SIDING8 CANOPY PILLAR PAINTED NEW HORIZON BLUE9 BRICK PILLAR BASE BRICK TO MATCH EXISTING AS CLOSE AS POSSIBLE10 9 10 Page 205 of 228 Upper Level 2 11'-7 1/2" Grade Level 1 0'-0" Roof Joist 22'-6" T/Parapet 26'-2" Upper Level 2 11'-7 1/2" Grade Level 1 0'-0" Roof Joist 22'-6" T/Parapet 26'-2" RYLAUR, LLC 14 PHEASANT LANE NORTH OAKS, MN 55127 P: 612.868.3636 philger@rylaur.com PROJECT INFORMATION: CLIENT INFORMATION: Sheet No NEW HORIZON ACADEMY ANAPOLIS AVE PLYMOUTH, MN SHEET TITLE: Drawn By: VJH Project Architect: Drawing History/Revisions: Drawing Date: Checked By: APH 03.11.2025 A. PETER HILGER, AIA 2025 RYLAUR, LLCC A201 EXTERIOR ELEVATIONS 2 SOUTH ELEVATION SCALE: 1/4" = 1'-0" Project Architect: C 1 EAST ELEVATION SCALE: 1/4" = 1'-0" A 1 A 1 2 B 3 C 4 D L L 9 10 8 7 6 M 6 M Page 206 of 228 Upper Level 2 11'-7 1/2" Grade Level 1 0'-0" Roof Joist 22'-6" T/Parapet 26'-2" Upper Level 2 11'-7 1/2" Grade Level 1 0'-0" Roof Joist 22'-6" T/Parapet 26'-2" RYLAUR, LLC 14 PHEASANT LANE NORTH OAKS, MN 55127 P: 612.868.3636 philger@rylaur.com PROJECT INFORMATION: CLIENT INFORMATION: Sheet No NEW HORIZON ACADEMY ANAPOLIS AVE PLYMOUTH, MN SHEET TITLE: Drawn By: VJH Project Architect: Drawing History/Revisions: Drawing Date: Checked By: APH 03.11.2025 A. PETER HILGER, AIA 2025 RYLAUR, LLCC A202 EXTERIOR ELEVATIONS 2 NORTH ELEVATION SCALE: 1/4" = 1'-0" Project Architect: C 1 WEST ELEVATION SCALE: 1/4" = 1'-0" A 1 A 1 A 1 2 B 2 B 3 C 4 D 5 E L L L +/ - 3 ' - 6 " +/- 19'-4" 4 9 10 8 7 6 M Page 207 of 228 Upper Level 2 11'-7 1/2" Grade Level 1 0'-0" Roof Joist 22'-6" T/Parapet 26'-2" Upper Level 2 11'-7 1/2" Grade Level 1 0'-0" Roof Joist 22'-6" T/Parapet 26'-2" 18d Beam .75" metal deck 1' - 8 " .75" subfloor 1' - 1 0 " 18d Beam 1.5" metal deck 1' - 8 " .75" subfloor 1' - 1 0 " MECHANICAL ROOM 20d Barjoist22d Barjoist 20d Barjoist22d Barjoist Upper Level 2 11'-7 1/2" Grade Level 1 0'-0" Roof Joist 22'-6" T/Parapet 26'-2" Upper Level 2 11'-7 1/2" Grade Level 1 0'-0" Roof Joist 22'-6" T/Parapet 26'-2" WOMENSJANITOR WOMENSMENSJAN LARGE MOTOR ROOM 24d Beam 21d Beam 18d Beam .75" metal deck.75" subfloor 22d Barjoist RYLAUR, LLC 14 PHEASANT LANE NORTH OAKS, MN 55127 P: 612.868.3636 philger@rylaur.com PROJECT INFORMATION: CLIENT INFORMATION: Sheet No NEW HORIZON ACADEMY ANAPOLIS AVE PLYMOUTH, MN SHEET TITLE: Drawn By: VJH Project Architect: Drawing History/Revisions: Drawing Date: Checked By: APH 03.11.2025 A. PETER HILGER, AIA 2025 RYLAUR, LLCC A301 BUILDING SECTIONS 2 BUILDING SECTION SCALE: 1/4" = 1'-0" Project Architect: C 1 BUILDING SECTION SCALE: 1/4" = 1'-0" Page 208 of 228 Upper Level 2 11'-7 1/2" Grade Level 1 0'-0" Roof Joist 22'-6" T/Parapet 26'-2" Upper Level 2 11'-7 1/2" Grade Level 1 0'-0" Roof Joist 22'-6" T/Parapet 26'-2" 18d Beam .75" metal deck 1' - 8 " .75" subfloor 1' - 1 0 " 18d Beam 1.5" metal deck 1' - 8 " .75" subfloor 1' - 1 0 " RESTROOMJANITOR 20d Barjoist22d Barjoist 20d Barjoist22d Barjoist Upper Level 2 11'-7 1/2" Grade Level 1 0'-0" Roof Joist 22'-6" T/Parapet 26'-2" .75" metal deck.75" subfloor 24d Beam 21d Beam 18d Beam RYLAUR, LLC 14 PHEASANT LANE NORTH OAKS, MN 55127 P: 612.868.3636 philger@rylaur.com PROJECT INFORMATION: CLIENT INFORMATION: Sheet No NEW HORIZON ACADEMY ANAPOLIS AVE PLYMOUTH, MN SHEET TITLE: Drawn By: VJH Project Architect: Drawing History/Revisions: Drawing Date: Checked By: APH 03.11.2025 A. PETER HILGER, AIA 2025 RYLAUR, LLCC A302 BUILDING SECTIONS 2 BUILDING SECTION SCALE: 1/4" = 1'-0" Project Architect: C 1 BUILDING SECTION SCALE: 1/4" = 1'-0" Page 209 of 228 Luminaire Locations No. Label X Y Z Location MH Orientation Tilt X Y Aim Z 1 AA 511162.50 206698.00 20.00 20.00 269.40 0.00 511161.20 206698.00 0.00 3 AA 511204.40 206594.40 20.00 20.00 359.90 0.00 511204.40 206595.70 0.00 4 AA 511286.90 206594.80 20.00 20.00 359.90 0.00 511286.90 206596.10 0.00 5 AA 511318.30 206669.00 20.00 20.00 180.11 0.00 511318.30 206667.70 0.00 1 BB 511200.00 206736.00 10.00 10.00 0.00 0.00 511200.00 206736.50 0.00 2 BB 511235.10 206736.30 10.00 10.00 0.00 0.00 511235.10 206736.80 0.00 3 BB 511256.80 206736.40 10.00 10.00 0.00 0.00 511256.80 206736.90 0.00 4 BB 511182.80 206716.90 10.00 10.00 270.00 0.00 511182.30 206716.90 0.00 5 BB 511230.90 206670.90 10.00 10.00 180.00 0.00 511230.90 206670.40 0.00 6 BB 511188.90 206676.10 10.00 10.00 225.19 0.00 511188.60 206675.70 0.00 7 BB 511278.80 206721.10 10.00 10.00 90.00 0.00 511279.30 206721.10 0.00 8 BB 511278.80 206683.90 10.00 10.00 90.00 0.00 511279.30 206683.90 0.00 Schedule Symbol Label Image Quantity Manufacturer Catalog Number Description Number Lamps Lumens Per Lamp Light Loss Factor Wattage Plot AA 4 NLS LIGHTING NV-1-T4-32L-1-40K7- HSS NV-1 site fixture with version 1 backs shields 1 8235 1 106 BB 8 GARDCO GCS-A01-840-T2M Geoform Wall Sconce - cylinder, 20 LED's, 4000K CCT, TYPE T2M OPTIC, 80CRI 1 1537 1 10.2 Statistics Description Symbol Avg Max Min Max/Min Avg/Min Property LIne 0.2 fc 1.5 fc 0.0 fc N/A N/A Site 1.0 fc 4.0 fc 0.0 fc N/A N/A 1.5 1.5 1.5 4.0 4.0 4.0 4.0 4.0 0.10.10.20.10.10.10.20.20.20.20.20.20.20.20.20.10.10.20.20.20.10.10.10.10.10.10.10.10.10.1 0.1 0.2 0.3 0.4 0.4 0.4 0.4 0.5 0.7 0.8 0.6 0.8 0.6 0.5 0.5 0.5 0.5 0.4 0.5 0.4 0.5 0.5 0.5 0.5 0.6 0.8 0.8 0.8 0.7 0.5 0.5 0.5 0.4 0.4 0.3 0.2 0.1 0.1 0.1 0.3 0.5 0.8 1.1 1.4 1.4 1.4 1.3 0.5 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.3 0.3 0.3 0.4 0.3 0.3 0.3 0.3 0.3 0.4 0.4 0.4 0.4 0.3 0.3 0.2 0.2 0.1 0.1 0.1 0.2 0.3 0.4 0.4 0.5 0.6 0.6 0.7 0.8 0.7 0.7 0.7 0.8 0.8 0.7 0.7 0.7 0.6 0.5 0.4 0.3 0.2 0.1 0.1 0.2 0.4 0.6 0.7 0.8 0.9 1.0 1.0 1.1 1.1 1.1 1.1 1.1 1.1 1.1 1.0 0.9 0.9 0.8 0.6 0.5 0.2 0.1 0.1 0.1 0.4 0.7 0.9 1.2 1.2 1.3 1.3 1.4 1.5 1.5 1.5 1.5 1.5 1.4 1.3 1.3 1.3 1.0 0.7 0.5 0.1 0.1 0.1 0.1 0.4 0.8 1.1 1.4 1.6 1.6 1.6 1.7 1.8 1.9 1.9 1.9 1.8 1.6 1.6 1.6 1.5 1.2 0.9 0.5 0.2 0.1 0.1 0.4 0.8 1.1 1.6 1.8 1.7 1.7 1.8 1.9 2.0 2.0 1.9 1.8 1.7 1.7 1.8 1.7 1.2 0.9 0.4 0.1 0.1 0.1 0.3 0.7 1.1 1.6 1.9 1.9 1.7 1.8 1.9 2.0 2.0 2.0 1.9 1.8 1.9 2.0 1.7 1.2 0.8 0.3 0.1 0.1 0.1 0.1 0.1 0.1 0.3 0.6 1.0 1.6 2.1 2.2 2.1 2.2 2.3 2.4 2.4 2.4 2.3 2.1 2.2 2.1 1.8 1.2 0.7 0.3 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.3 0.6 1.0 1.6 2.2 2.5 2.5 2.8 3.0 3.3 3.3 3.2 2.9 2.6 2.5 2.3 1.9 1.1 0.8 0.3 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0.3 0.3 0.3 0.3 0.3 0.3 0.6 1.0 1.6 2.2 2.4 2.4 2.9 3.5 3.6 3.1 2.6 2.5 2.3 1.8 1.1 0.7 0.3 0.1 0.2 0.4 0.4 0.5 0.5 0.6 0.7 0.7 0.6 0.5 0.3 0.3 0.5 0.9 1.4 1.9 2.2 2.1 2.6 3.2 3.8 3.4 2.8 2.2 2.2 2.0 1.6 1.0 0.6 0.3 0.1 0.1 0.5 0.8 0.9 0.9 0.9 1.0 1.0 0.9 0.8 0.6 0.4 0.3 0.3 0.4 0.5 0.6 0.7 0.8 0.9 1.1 1.2 1.0 1.0 0.9 0.8 0.7 0.7 0.6 0.4 0.4 0.3 0.1 0.1 0.8 1.3 1.4 1.4 1.4 1.4 1.4 1.3 1.0 0.7 0.4 0.2 0.2 0.2 0.2 0.3 0.6 0.8 0.9 1.0 0.9 0.8 1.0 1.1 1.3 1.2 1.0 0.7 0.5 0.5 0.4 0.2 0.1 1.1 1.9 2.1 2.1 1.9 1.9 1.7 1.4 1.1 0.8 0.5 0.3 0.2 0.2 0.4 0.8 1.2 1.4 1.4 1.1 0.6 1.0 1.4 1.9 2.4 2.3 1.8 1.3 0.8 0.9 0.6 0.3 0.2 1.2 2.2 2.4 2.3 2.1 1.8 1.7 1.5 1.1 0.8 0.5 0.3 0.2 0.3 0.9 1.7 2.1 2.0 1.7 0.4 0.7 1.0 1.6 2.2 2.8 2.8 2.2 1.5 0.9 1.2 0.9 0.5 0.2 1.2 2.2 2.5 2.3 1.9 1.7 1.6 1.5 1.2 0.9 0.6 0.3 0.3 0.7 1.5 2.5 2.8 2.3 1.2 1.0 0.5 0.2 1.2 2.6 2.8 2.5 2.0 1.7 1.7 1.6 1.3 0.9 0.6 0.3 0.5 1.0 1.7 2.4 2.7 1.8 1.5 0.7 0.2 1.5 3.1 3.2 2.6 2.1 1.9 1.9 1.7 1.3 1.0 0.6 0.4 0.6 1.0 1.6 2.0 2.5 2.0 1.0 0.3 1.9 3.7 3.6 2.8 2.1 2.0 2.0 1.8 1.3 1.0 0.7 0.4 0.6 0.9 1.2 0.2 2.9 2.4 1.2 0.3 2.0 3.6 2.8 2.2 2.0 2.1 1.8 1.3 1.0 0.7 0.4 0.5 0.7 0.4 0.4 2.7 2.2 1.1 0.3 1.8 3.6 3.5 2.7 2.1 2.0 2.0 1.8 1.3 1.0 0.7 0.4 0.4 0.7 0.6 0.6 2.3 1.8 0.9 0.3 1.4 3.0 3.2 2.6 2.1 1.9 1.9 1.7 1.3 1.0 0.7 0.4 0.4 0.6 1.0 1.0 2.0 1.6 0.8 0.3 1.2 2.5 2.7 2.4 1.9 1.7 1.7 1.6 1.3 1.0 0.6 0.4 0.4 1.0 1.5 1.7 2.0 1.6 0.9 0.3 1.2 2.3 2.5 2.4 2.0 1.7 1.7 1.5 1.2 1.0 0.6 0.4 0.6 1.3 2.1 2.3 2.4 2.0 1.0 0.3 1.2 2.3 2.4 2.3 2.1 1.9 1.7 1.5 1.2 0.9 0.6 0.4 0.7 1.6 2.7 2.8 3.0 2.4 1.3 0.4 1.1 2.0 2.1 2.0 2.0 1.9 1.9 1.6 1.3 1.0 0.7 0.4 0.6 1.5 2.4 2.6 3.5 2.9 1.5 0.5 0.9 1.5 1.5 1.6 1.6 1.7 1.9 1.7 1.4 1.1 0.7 0.4 0.5 1.2 1.8 2.0 3.5 2.9 1.5 0.4 0.7 1.3 1.5 1.5 1.5 1.8 1.8 1.7 1.5 1.1 0.7 0.4 0.4 0.8 1.3 1.3 3.5 2.8 1.4 0.4 0.8 1.4 1.5 1.5 1.6 1.7 1.8 1.7 1.5 1.1 0.7 0.4 0.4 0.6 0.8 0.8 3.4 2.8 1.5 0.4 1.0 1.8 1.9 1.9 1.9 1.8 1.9 1.7 1.4 1.1 0.7 0.4 0.3 0.4 0.5 0.5 3.5 2.9 1.5 0.4 1.0 2.2 2.4 2.3 2.2 2.0 1.8 1.6 1.2 1.0 0.6 0.4 0.2 0.3 0.3 0.3 3.1 2.6 1.3 0.4 1.0 2.3 2.6 2.5 2.2 1.9 1.9 1.6 1.3 1.0 0.7 0.4 0.2 0.2 0.2 0.2 2.3 1.9 1.0 0.3 1.0 2.3 2.6 2.4 2.1 1.9 2.0 2.0 1.6 1.3 0.8 0.5 0.4 0.3 0.3 0.2 1.6 1.3 0.7 0.2 1.2 2.9 3.1 2.7 2.2 2.1 2.3 2.3 2.0 1.7 1.3 0.8 0.7 0.6 0.6 0.3 0.9 0.8 0.4 0.1 1.5 3.4 3.5 2.9 2.3 2.3 2.6 2.7 2.3 2.1 1.8 1.4 1.3 1.4 1.6 1.7 2.1 2.6 2.9 2.6 2.0 1.6 1.6 2.0 2.5 2.9 2.7 2.1 1.4 1.3 0.9 0.5 0.3 1.7 3.9 3.7 3.0 2.4 2.4 2.8 2.8 2.7 2.6 2.2 1.9 1.9 2.0 2.2 2.0 1.9 2.5 2.8 2.4 2.0 1.6 1.6 1.9 2.3 2.8 2.5 1.9 1.3 1.1 0.8 0.4 0.2 1.7 3.9 3.7 3.0 2.4 2.5 2.8 2.9 2.8 2.7 2.6 2.3 2.4 2.5 2.5 1.7 1.3 1.6 1.8 1.6 1.3 1.1 1.0 1.2 1.5 1.7 1.6 1.2 0.8 0.7 0.5 0.3 0.1 1.5 3.3 3.4 2.8 2.4 2.4 2.8 2.9 2.8 2.7 2.4 2.3 2.5 2.6 2.5 1.2 0.6 0.6 0.7 0.6 0.5 0.4 0.4 0.5 0.5 0.6 0.6 0.4 0.3 0.3 0.2 0.1 0.1 1.1 2.8 3.0 2.7 2.3 2.4 2.7 2.8 2.9 2.6 2.3 2.2 2.5 2.5 2.2 0.9 0.3 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.9 2.2 2.5 2.5 2.1 2.3 2.6 2.9 2.8 2.7 2.3 2.3 2.7 2.9 2.7 1.1 0.4 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 1.0 2.3 2.5 2.5 2.3 2.4 2.6 2.8 2.9 2.8 2.4 2.4 2.8 3.4 3.2 1.4 0.4 0.2 0.2 0.1 0.1 0.1 0.9 2.1 2.3 2.3 2.2 2.5 2.7 2.8 2.9 2.8 2.5 2.4 3.0 3.7 3.8 1.6 0.5 0.2 0.1 0.1 0.1 0.8 1.5 1.7 1.7 1.8 2.2 2.6 2.7 2.9 2.8 2.4 2.4 3.0 3.8 1.6 0.3 0.2 0.2 0.1 0.5 1.0 1.0 1.1 1.3 1.7 2.1 2.4 2.7 2.6 2.3 2.3 2.9 3.6 3.5 1.4 0.5 0.2 0.1 0.1 0.3 0.6 0.6 0.7 0.8 1.3 1.8 2.1 2.3 2.3 2.1 2.2 2.7 3.1 2.9 1.2 0.4 0.2 0.1 0.1 0.1 0.2 0.2 0.3 0.5 0.8 1.4 1.6 2.0 2.0 1.9 2.1 2.5 2.6 2.3 0.9 0.3 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.4 0.6 1.0 1.3 1.6 1.8 1.9 2.2 2.5 2.6 2.3 0.9 0.2 0.1 0.1 0.1 0.1 0.3 0.6 0.9 1.2 1.6 1.8 2.0 2.1 2.3 2.4 2.2 0.9 0.2 0.1 0.1 0.1 0.2 0.5 0.8 1.1 1.5 1.7 1.7 1.8 1.9 1.9 1.7 0.8 0.2 0.1 AA @ 20' AA @ 20'AA @ 20' AA @ 20' BB @ 10'BB @ 10'BB @ 10' BB @ 10' BB @ 10' BB @ 10' BB @ 10' BB @ 10' 0.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 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0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 763−585−6757 fax 5430 Douglas Drive North Minneapolis, MN 55429 Email: steen@steeneng.com 763−585−6742 PROJECT INFORMATION: RYLAUR, LLC. 14 PHEASANT LANE NORTH OAKS, MN 55127 P: 612.868.3636 philger@rylaur.com ©2025 RYLAUR LLC. CLIENT INFORMATION: SHEET TITLE: DRAFTED: REVIEWED: SHEET DATE: NEW HORIZON ACADEMY 7100 BROOKLYN BLVD. NEW HORIZON ACADEMY ANAPOLIS AVE BROOKLYN CENTER, MN PLYMOUTH, MN STEEN # RYL202502 3/ 1 9 / 2 0 2 5 1 1 : 5 5 : 3 8 A M E001 SITE PHOTOMETRICS JLA RDB St a t u s 3/11/25 REVISION SCHEDULE NO DESCRIPTION DATE NOT TO SCALE1Site Photometric Calculations Page 210 of 228 763−585−6757 fax 5430 Douglas Drive North Minneapolis, MN 55429 Email: steen@steeneng.com 763−585−6742 PROJECT INFORMATION: RYLAUR, LLC. 14 PHEASANT LANE NORTH OAKS, MN 55127 P: 612.868.3636 philger@rylaur.com ©2025 RYLAUR LLC. CLIENT INFORMATION: SHEET TITLE: DRAFTED: REVIEWED: SHEET DATE: NEW HORIZON ACADEMY 7100 BROOKLYN BLVD. NEW HORIZON ACADEMY ANAPOLIS AVE BROOKLYN CENTER, MN PLYMOUTH, MN STEEN # RYL202502 3/ 1 9 / 2 0 2 5 1 1 : 5 5 : 3 8 A M E002 Photometric Cut Sheets JLA RDB St a t u s 3/11/25 REVISION SCHEDULE NO DESCRIPTION DATE Page 211 of 228 Exhibit B Page 212 of 228 Exhibit C Page 213 of 228 Page 214 of 228 Page 215 of 228 Page 216 of 228 Page 217 of 228 Page 218 of 228 Page 219 of 228 Page 220 of 228 Page 221 of 228 M E M O R A N D U M DATE: April 7, 2025 TO: Ginny McIntosh, Planning Manager FROM: Touyia Lee, Principal Engineer SUBJECT: Public Works – Preliminary Site Plan 7100 Brooklyn Blvd – New Horizon Academy Public Works staff reviewed the following documents submitted for review for the proposed 7100 Brooklyn Blvd development known as New Horizon Academy. •2025-03-11 City Submittal This document included the following: o Preliminary Plans Subject to final staff Site Plan approval, the referenced plans must be revised in accordance with the following comments/revisions and approved prior to issuance of any permits. Plan Items C4.0 – Utility Plan 1.Denote all utilities including underground system as private including proposed MH 11. L1 – Landscape Plan 1.Irrigation system as-built must be provided to the city upon completion of work. General Items 2.The total disturbed area is less than one acre, a NPDES permit is not required however a SWPPP plan shall still be implemented. The total disturbed area is less than five acres; the City of Brooklyn Center has reviewed the plans per the Shingle Creek Watershed Commission rules. From preliminary review the applicant has met watershed’s rule requirements. 3.The applicant shall be responsible for coordinating site development plans with all private utility companies (Xcel Energy, CenterPoint Energy, Qwest Communications, Comcast, etc. ) Applicant shall be responsible for verifying all utilities are absent from the easement proposed to be vacated. 4.The City has submitted the plans to Hennepin County for review. Applicant must meet requirements from the review. Agreements 5.During construction of the site improvements, and until the permanent turf and plantings are established, the developer will be required to reimburse the City for the administration and engineering inspection efforts. Please submit a deposit of $5,000 that the City can draw upon. Exhibit D Page 222 of 228 6.A Construction Management Plan and Agreement is required that addresses general construction activities and management provisions, traffic control provisions, emergency management provisions, storm water pollution prevention plan provisions, tree protection provisions, general public welfare and safety provisions, definition of responsibility provisions, temporary parking provisions, overall site condition provisions and non-compliance provisions. A $5,000 deposit will be required as part of the non-compliance provision. 7.An overall Easement Agreement is required that will provide the City perpetual accessibility to all private utilities and storm drainage areas to inspect and enforce proper utility service and maintenance for the entire site. This easement agreement also includes private inspection, maintenance, and reporting responsibilities. Easements to provide utility service to the development should be dedicated as necessary. 8. Upon project completion, the applicant must submit an as-built survey of the property, improvements and utility service lines and structures, and provide certified record drawings for any associated private and/or public improvements prior to issuance of the certificate of occupancy. The survey must also verify that all property corners have been established and are in place at the completion of the project as determined and directed by the City Engineer. 9.Inspection for the private site improvements must be performed by the developer’s design/project engineer. Upon project completion, the design/project engineer must formally certify through a letter that the project was built in conformance with the approved plans and under the design/project engineer’s immediate and direct supervision. The engineer must be certified in the State of Minnesota and must certify all required as-built drawings (which are separate from the as-built survey). Anticipated Permitting 10.A City of Brooklyn Center land disturbance permit is required. 11.A Water and Sewer Permit is required. 12.If applicable, applicant will need to obtain required permits to work in County right-of-way. 13.Other permits not listed herein may be required. It is the responsibility of the applicant to obtain such permits as warranted. Prior to Issuance of Land Alteration 14. Copies of all required permits must be provided to the City. 15.Final construction plans and specification must be submitted and approved by the City Engineer. The final construction plans must be certified by a licensed engineer in the state of Minnesota. 16.The Construction Management Plan and Agreement has been executed and the associated separate cash escrow has been deposited with the City. 17.A preconstruction conference is scheduled and held with City staff and other entities designated by the City. All aforementioned items, comments and recommendations are provided based on the information submitted by the applicant at the time of this review. Subsequent approval of the final plan may require additional modifications based on engineering requirements associated with final design as established by the City Engineer and other public officials having jurisdiction over approval of the final site plans. Page 223 of 228 City of Brooklyn Center | 6301 Shingle Creek Pkwy | Brooklyn Center, MN 55430-2199 | (763) 569-3300 | www.cityofbrooklyncenter.org Community Development 763-569-3330 April 4, 2025 7100 Brooklyn Blvd Building Building review comments for newly proposed Daycare Building to be located at 7100 Brooklyn Blvd. 1.Prior to a building permit being issued, a SAC determination for the new building will need to be done by MET Council and SAC determination letter received. 2. Separate permits and signed plans required for Building, Mechanical, Plumbing & Electrical. A Fire sprinkler and Fire alarm permit with plans is required to be submitted to the Building Department for this building review. The Community Development Department must be contacted on all proposed exterior signage for this building as permits are required. 3. Fire Hydrant located at East end of parking lot shall not be obstructed. City ordinance requires a minimum of 20’ ft clearance around hydrant. City Ordinance 5-113. 4.Exterior egress stairs provided from lower level shall be provided with a guardrail to protect the occupants located in the play area from falling. 5. The building will be required to have a sprinkler system installed if not already installed. City of Brooklyn Center Ordinance 3-101 B. (2) as adopted by the Minnesota State Building code 1306 Special Fire Protection system 1306.0020 Subp. 2, Existing and New buildings. 6.Hennepin County Health Department shall approve the kitchen area located in the basement prior to any City permits being issued. 7.Plumbing plans where more than 5 fixtures are added/relocated shall be reviewed by the Department of Labor and Industry Plumbing Department. All submitted documents shall be signed as required by Minnesota State Statues. 8. Building plans to be submitted to the City Building Department for review. If any items need to be addressed, comments will be provided in a plan review letter addressed to the architect of record. Exhibit E Page 224 of 228 City of Brooklyn Center | 6301 Shingle Creek Pkwy | Brooklyn Center, MN 55430-2199 | (763) 569-3300 | www.cityofbrooklyncenter.org 9. Trash enclosure shall be screened by an opaque fence per city ordinance 12-713. Sincerely, Dan Grinsteinner Building Official City of Brooklyn Center 763-569-3313 Page 225 of 228 • Exhibit F Page 226 of 228 Council Regular Meeting DATE: 4/10/2025 TO: City Council FROM: THROUGH: BY: Shannon Pettit, Deputy City Clerk SUBJECT: City Council and Planning Commission Updates Requested Council Action: Background: Budget Issues: Inclusive Community Engagement: Antiracist/Equity Policy Effect: Strategic Priorities and Values: ATTACHMENTS: None Page 227 of 228 Council Regular Meeting DATE: 4/10/2025 TO: City Council FROM: THROUGH: BY: Shannon Pettit, Deputy City Clerk SUBJECT: 2025 Legislative Update Requested Council Action: Background: Budget Issues: Inclusive Community Engagement: Antiracist/Equity Policy Effect: Strategic Priorities and Values: ATTACHMENTS: None Page 228 of 228