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HomeMy WebLinkAbout2022-06-23 PCPPLANNING COMMISSION CITY OF BROOKLYN CENTER REGULAR MEETING JUNE 23, 2022 Optional public access to the Webex meeting is below: Online: logis.webex.com | Phone: (312) 535-8110 Meeting Number (Access Code): 2455 009 7527 Passcode: BCPC06232022 1.Call to Order – 7 p.m. 2.Roll Call 3.Approval of Agenda a.Motion to Approve Planning Commission Meeting Agenda for June 23, 2022 4.Approval of Minutes a.Motion to Approve Regular Meeting Minutes for January 13, 2022 5.Chairperson's Explanation The Planning Commission is 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 Items a.Planning Commission Application No. 2022-004 (PUBLIC HEARING) Applicant: Scannell Properties (on behalf of Transformco) Property Owner: Sears, Roebuck & Company Project Location: 1297 Shingle Creek Crossing (PID: 03-118-21-44-0026) Summary: The Applicant is requesting review and consideration of a proposal to re-plat and re-develop the approximately 15-acre former Sears site, located at 1297 Shingle Creek Crossing. With the closure of Sears and the adjacent Sears Auto Center in late 2018, the Applicant is proposing the construction of two business park buildings totaling approximately 230,000-square feet and related site improvements. 7.Discussion Items a.Return to In-Person Meetings and Upcoming Planning Commission Meetings 8.Adjournment PC Minutes 1-13–22 -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 JANUARY 13, 2022 1. CALL TO ORDER The Planning Commission meeting was called to order by Chair Koenig at 7:10 p.m. The meeting was conducted via Webex. 2. ROLL CALL OF 2021 PLANNING COMMISSION Chair Alexander Koenig and Commissioners Alfreda Daniels-Juasemai, Kau Guannu, Stephanie Jones, and Peter Omari. Commissioner Paris Dunn was absent and unexcused. City Planner and Zoning Administrator Ginny McIntosh and Associate City Planner Olivia Boerschinger were also present. 3. APPROVAL OF AGENDA – JANUARY 13, 2022 There was a motion by Commissioner Omari, seconded by Commissioner Jones, to approve the agenda for the January 13, 2022 meeting as presented. Commissioner Daniels-Juasemai was only able to participate via the Webex chat feature. Voting on the motion: Chair Koenig and Commissioners Daniels-Juasemai, Guannu, Jones, and Omari voted aye. The motion passed unanimously. 4. APPROVAL OF MINUTES 4a. November 18, 2021 Regular Meeting Minutes There was a motion by Commissioner Omari, seconded by Commissioner Jones, to approve the minutes of the November 18, 2021 meeting as presented. Voting on the motion: Chair Koenig and Commissioners Daniels-Juasemai, Guannu, Jones, and Omari voted aye. The motion passed unanimously. 4b. December 14, 2021 Joint Work Session Meeting Minutes 4c. November 30, 2021 Joint Work Session Meeting Minutes 4d. October 26, 2021 Joint Work Session Meeting Minutes 4e. September 30, 2021 Joint Work Session Meeting Minutes PC Minutes 1-13–22 -2-DRAFT 4f. June 29, 2021 Joint Work Session Meeting Minutes There was a motion by Commissioner Omari, seconded by Commissioner Jones, to approve the minutes of the December 14, 2021, November 30, 2021, October 26, 2021, September 30, 2021, and June 29, 2021 meetings as presented. City Planner and Zoning Administrator Ginny McIntosh noted Commissioners could approve minutes even if they were not present at a joint work session per conversations with the City Attorney. Voting on the motion: Chair Koenig and Commissioners Daniels-Juasemai, Guannu, Jones, and Omari voted aye. The motion passed unanimously. 5.OFFICIAL ADJOURNMENT OF THE 2021 PLANNING COMMISSION Commissioner Omari moved and Commissioner Daniels-Juasemai seconded to adjourn the 2021 Planning Commission. Voting on the motion: Chair Koenig and Commissioners Daniels-Juasemai, Guannu, Jones, and Omari voted aye. The motion passed unanimously. 6.ROLL CALL OF THE 2022 PLANNING COMMISSION Chair Alexander Koenig and Commissioners Alfreda Daniels-Juasemai, Kau Guannu, Stephanie Jones, and Peter Omari. Commissioner Paris Dunn was absent. City Planner and Zoning Administrator Ginny McIntosh and Associate City Planner Olivia Boerschinger were also present. 7.ELECTION OF PLANNING COMMISSION CHAIRPERSON FOR YEAR 2022 Commissioner Omari nominated and Chair Koenig seconded Chair Koenig to continue serving as Chairperson. Voting on the motion: Chair Koenig and Commissioners Daniels-Juasemai, Guannu, Jones, and Omari voted aye. The motion passed unanimously. 8.APPOINTMENT OF 2022 VICE-CHAIR BY CHAIRPERSON Chair Koenig encouraged any and all Commissioners to serve as Chairperson. Commissioner Daniels-Juasemai nominated Commissioner Omari to be appointed as Vice Chair. Commissioner Omari nominated Commissioner Daniels-Juasemai to be appointed as Vice Chair. Commissioner Omari asked Chair Koenig to consider women on the Commission to serve as Vice Chair. PC Minutes 1-13–22 -3-DRAFT Chair Koenig stated he was unfamiliar with Commissioner Guannu, but he was familiar with Commissioner Daniels-Juasemai. He asked who was typically available to attend the most meetings. He noted that life happens, but they would like the best attendance possible. Ms. McIntosh noted Commissioner Jones was the Vice Chair last year. Commissioner Guannu stated she was not opposed to Commissioner Omari serving as the Vice Chair. Commissioner Jones agreed she was fine with Commissioner Omari serving as the Vice Chair. Chair Koenig asked Commissioner Omari would like to be appointed as the Vice Chair. Commissioner Omari confirmed he would be pleased to serve as the Vice Chair. Chair Koenig appointed Commissioner Omari to serve as Vice Chair. He thanked the Commissioners for their input. 9.CHAIRPERSON’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. 9.PLANNING ITEMS 6a. Planning Commission Application No. 2022-001 Applicant: Derek Haluptzok (A-Abco Auto Parts Inc.) Property Owner: Schmitt Real Estate LLC Property Address: 2400 Freeway Boulevard Summary: The Applicant is requesting review and consideration of a request that would allow for the retail sale of new and used auto parts warehoused on-site within the existing approximately 50,614-square foot building at 2400 Freeway Boulevard in Brooklyn Center. Said property is zoned I-1 (Industrial Park) District and the requested use is considered a Special Use in the I-1 zoning district; therefore, a special use determination is required per Section 35-330 of the City Code of Ordinances. City Planner Ginny McIntosh stated Associate Planner Olivia Boerschinger would make the Staff presentation. Chair Koenig invited Ms. Boerschinger to speak. Ms. Boerschinger explained she is presenting on behalf of the Applicant. Derek Haluptzok of A- Abco Parts, the Applicant, is requesting review and consideration of an application that would allow for the issuance of a Special Use Permit for the retail sale of new and used auto parts PC Minutes 1-13–22 -4- DRAFT warehoused on-site at 2400 Freeway Boulevard, known as the Subject Property. The Subject Property consists of an approximately 50,614 square foot building that was constructed in 1974 on approximately 4.69 acres. Ms. Boerschinger stated A-Abco Auto Parts has been in business since 1988. A-Abco currently has a manufacturing facility located in Fridley, and a 24,000-square foot retail sales and warehouse building located in Spring Lake Park. The Applicant intends to model the requested use on the Subject Property after the Spring Lake Park location, with approximately 20 employees, including salespeople, warehouse clerks, and clerical staff. The Applicant does not require any outdoor storage, and there will be no manufacturing or processing of materials at the Subject Property. Ms. Boerschinger noted the Subject Property originally received site and building plan approval as well as issuance of a Special Use Permit in 1974 under Planning Commission Application No. 74022 for construction of an approximately 50,000 square foot building, then known as the Kennedy & Cohen building, with its intended use as a major appliance retail sales warehouse facility. Approval of the Special Use Permit ultimately allowed for what was a commercial retail establishment in the I-1 (Industrial Park) District. Ms. Boerschinger stated the approval of the site and building plan also included approvals for a landscape plan, installation of an underground irrigation system, and an automatic fire extinguishing system. Included in the submitted plans were provisions that indicated adequate land area to support the required parking for the building at the C2 (Commerce) District retail level, which was outlined as 323 spaces. As only a portion of the building would be used for retail, with warehousing as the primary use, the application requested a parking reduction of 148 parking spaces, for 175 total on-site parking spaces, which was determined to be adequate. The site plan considered under this application was also reviewed with respect to proposed grading, draining, and various flood plain needs. Ms. Boerschinger stated a subsequent application was submitted in 1976 under Planning Commission Application No. 76055 and by Applicant J.Y.J. Corporation, which requested issuance of a Special Use Permit for retail sales in the I-1 (Industrial Park) District in the now former Kennedy & Cohen building, and received approved by City Council on October 18, 1976. It was noted under this application that the Applicant had a short term lease in place with the Property Owner and was considering purchase of the building. However, based on the timing of Planning Commission Application approvals, it appears Applicant J.Y.J Corporation never purchased the building given Schmitt Music ’s acquisition shortly thereafter. Ms. Boerschinger explained additional approvals were granted in 1977 under Planning Commission No. 77019 for issuance of a Special Use Permit that would permit certain retailing and educational uses in the I-1 (Industrial Park) District. Said application was approved by City Council on June 6, 1977 and specifically called out the necessity of addressing the deterioration of site improvements, and specifically the landscaping. It was as part of the approvals under this application that the underground irrigation system was also addressed, as well as the necessity of repairing and/ or installing any malfunctioning or missing site lighting. PC Minutes 1-13–22 -5- DRAFT Ms. Boerschinger showed a slide depicting the external views of the Subject Property. She noted there are five existing dock doors and two drive-in doors, along with a clear height range of between 11-feet and 21-feet. She showed interior images of Use and Subject Property and an example of an existing A-Abco retail sales counter. Ms. Boerschinger explained the special use is not intended to be injurious to the use and enjoyment of other property in the immediate vicinity for the purposes already permitted, nor substantially diminish and impair the property values within the neighborhood. As previously stated, the requested use of the Subject Property is similar in nature to the original approved use, and current use, of retail sales and warehousing. The Applicant has stated upgrades will be made to the building on the Subject Property as needed to maintain the overall property. There is no outdoor storage of materials or product being requested, and no changes are proposed to the existing building or property at this time. Ms. Boerschinger stated per Section 35-220, Special Use Permits, of the City’s Zoning Ordinance, the proposed use is similar to present use with portion of building for warehousing auto parts, and the remainder to use as a retail or showroom. There are no plans to allow for outside storage of parts. Ms. Boerschinger added the proposed use does not intend to cause impact detrimental to properties immediately adjacent due to the similarity to current use. The 2040 Comprehensive Plan identifies the property and those to the west as Commercial for future land designation, in which the proposed use aligns with. Ms. Boerschinger noted the requested use does not require changes to the existing building or property, as it aligns with the originally approved site and building plan. The surrounding land is either fully developed or utilized as parks or open space, with the exception of 2500 Freeway Boulevard. Additionally, there are no proposed changes to the property’s existing ingress, egress, parking, or loading docks. The requested use would have regular business hours and would likely have less traffic than presently. Ms. Boerschinger stated the request to accommodate retail sales and warehousing of auto parts will conform with the applicable regulations of the district of the Subject Property. The current zoning of the Subject Property is I-1 District. Wholesale trade activities of automotive equipment are permitted. Additionally, as previously mentioned, the requested use closely relates to the existing special use of “retail sales of products manufactured, processed, warehoused, or wholesaled on the use site” stated in Section 35-330, Subsection 3 (Special Uses) within the City Code. Ms. Boerschinger noted the Applicant has no plans to alter the exterior of the building in such a way to render the building or site non-conforming, and has no plans to provide outdoor storage. However, the Applicant would need to address any missing or damaged site improvements as identified on the approved site plans, including but not limited to landscaping, irrigation, and site lighting. PC Minutes 1-13–22 -6- DRAFT Ms. Boerschinger stated public hearing notice was published in the Brooklyn Center Sun Post on December 30, 2021. Mail notices were also sent out to those taxpayers and occupants with property falling within an extended designated notification area. City Staff have not received any public comments. Ms. Boerschinger stated Staff recommends the a number of conditions be attached to any positive recommendation on the approval of Application No. 2022-001 for 2400 Freeway Boulevard. First, any major changes or modifications made to the Subject Property can only be made either through the City ’s Building Permit process or through formal Site and Building Plan approval by the City. The Applicant shall provide plans for any remodeling and submit building permit applications for any work to be conducted to the building, or proposed new signage. Ms. Boerschinger added the Applicant shall meet with the Building Official and Fire Inspector prior to occupancy of the building to discuss any changes to use or classification of the building, including but not limited to fire suppression systems, storage racking, hazardous materials, and liquids storage, etc. Ms. Boerschinger stated the Applicant shall ensure compliance with the approved plan set, including replacement and/ or repair of any missing plantings as identified under the approved Landscape Plan, site irrigation, and site lighting, etc. Ms. Boerschinger noted the Special Use Permit is for the retail sales and warehousing of auto parts and is subject to all applicable building codes, ordinances, and regulations. Any violation thereof may be grounds for revocation. There may be no outside storage of parts or products, no parting out of vehicles or storage of vehicles to occur on-site or within the building, and no hazardous materials are to be stored on-site, other than those typically found at retail auto parts stores. Ms. Boerschinger stated based on the findings, Planning Staff recommends the Planning Commission recommends City Council approval of Planning Commission Application No. 2022- 001, Special Use Permit for the retail sale of new and used auto parts warehoused on-site within the existing 50,614-square foot building located at 2400 Freeway Boulevard, subject to the Applicant complying with the Approval Conditions. Ms. Boerschinger offered to answer any questions. She noted there was a representative of the Applicant at the meeting who could also answer questions or provide further information. John Langdon, Vice President with A-Abco Auto Parts, introduced himself and explained he works out of the Spring Lake Park Office. He noted Ms. Boerschinger did an excellent presentation and added another representative was on the call. Dan Friedner explained he was a commercial real estate broker working with A-Abco and the purchase of the building. He noted he could answer any questions related to real estate. OPEN TO PUBLIC COMMENTS – APPLICATION NO. 2022-001 PC Minutes 1-13–22 -7- DRAFT There was a motion by Commissioner Jones, seconded by Commissioner Omari, to open the public hearing on Application No. 2022-001. Voting on the motion: Chair Koenig and Commissioners Daniels-Juasemai, Guannu, Jones, and Omari voted aye. The motion passed unanimously. There was no one present from the public to provide comment. Chair Koenig confirmed Ms. Boerschinger and Ms. McIntosh had not received any requests to speak. MOTION TO CLOSE PUBLIC COMMENTS (HEARING) There was a motion by Commissioner Omari, seconded by Commissioner Jones, to close the public hearing on Application No. 2022-001. Voting on the motion: Chair Koenig and Commissioners Daniels-Juasemai, Guannu, Jones, and Omari voted aye. The motion passed unanimously. Commissioner Omari thanked the Applicant for the presentation and noted Brooklyn Center appreciates additional businesses moving into the community. He noted he has visited previous properties to confirm their function aligns with their applications. Commissioner Omari stated there was an issue with a distribution center near the Subject Property related to traffic, congestion, and spacing during loading and unloading. He asked how the property will handle loading and unloading of large trucks. Mr. Langdon asked if the trucks were at the Spring Lake Park location. Commissioner Omari stated he was referring to a property near the Subject Property. Mr. Friedner stated they plan on having two 53-foot trailers coming in each day. He asked if those come from distribution hubs or other locations. Mr. Langdon confirmed the trucks would come from Fridley. Mr. Friedner stated the current building has many more than two trucks coming in and out each day, so the property will become less busy and safer. Commissioner Omari thanked Mr. Friedner and Mr. Langdon. Chair Koenig stated he has been a customer of A-Abco previously and noted his appreciation of the business. He asked the Applicant not encourage customers to use the parking lot as a place to repair or replace parts. Chair Koenig suggested the Applicant strenuously enforce that concept. Mr. Langdon stated there is clear signage that states repairs are not allowed to be done in the parking lot. Additionally, there is no overnight parking allowed. It is very important to A-Abco to be good stewards and citizens. They take pride in presenting a clean, crisp business, and they do not want to be an eyesore. If need be, they will speak with customers to leave the site for repairs. Staff is diligent about ensuring they maintain the cleanliness of the area. He noted the PC Minutes 1-13–22 -8- DRAFT location is beautiful. Mr. Langdon confirmed they will have measures in place to discourage repairs on site, and they will be diligent in enforcing the rules. Chair Koenig noted A-Abco does their work well. He added he does not see any barriers. Commissioner Daniels-Juasemai stated she was surprised there was no public comment. Ms. Boerschinger stated everyone in the surrounding area was notified of the hearing. She explained she even expanded the radius to 750 feet to reach more people. Both property owners and the tax payers in the area were notified. The public notice went out approximately ten days prior to the meeting. Ms. McIntosh showed an aerial view of the site and noted there is a creek and highway as a barrier to the Subject Property. Additionally, the parcels are very large. The area is well-insulated from residential areas. Commissioner Jones asked if there will be increased jobs or if they will keep the same staff. Mr. Langdon stated there would be an increase of jobs with several salaried positions. The hourly rate is often in excess of $20 per hour. There is also an opportunity to make money through the customers that visit the site or over the phone. They are looking at hiring 20-25 staff initially with a potential for an additional 15 staff. Mr. Langdon explained they are very excited about being in the Brooklyn Center area as they already have a lot of business in the area. He believes they will partner well with the community. Commissioner Omari stated there is a large fence and a gate on the property. He asked what kind of parts does A-Abco deal with. Mr. Langdon stated they purchase between 100 and 125 cars each week, bring the cars on site in Fridley, then dismantle the cars. Large parts such as engines or large body parts are stored behind fences at the Fridley salvage yard. Smaller parts such as alternators or tires are stored on racking at their Spring Lake Park location. A-Abco’s racking is very similar to that in Schmitt Music. The Brooklyn Center location would have smaller parts such as headlights or alternators. Commissioner Omari thanked Mr. Langdon for his explanation. Commissioner Daniels-Juasemai asked if the hiring process would include intentionality for Brooklyn Center residents. Mr. Langdon confirmed there would be a sort of intentionality as local employees share information about their services with the local community. Additionally, they would be putting money into the community where they have a business. There is not extreme intentionality as there are hiring laws. Most of the jobs are posted on Indeed, so they are open to more than just Brooklyn Center residents. He noted their best success is typically with people who can walk or ride their bikes to work. Chair Koenig noted perhaps the City could partner with businesses as they enter the community to post on the City website or do community outreach to hire locally. There are rules a business must follow in the hiring process, but the City itself would benefit from assisting in the hiring process. Mr. Langdon stated he would love any help from the City in the hiring process. Many businesses are having difficult hiring currently. PC Minutes 1-13–22 -9- DRAFT Ms. McIntosh, in response to a chat from Commissioner Daniels-Juasemai, showed an aerial view of the site and pointed out the location of the new Casey’s. She also pointed out the Best Western and Country Inn and Suites on the map. Commissioner Jones asked what the educational requirements are for the salaried positions and if A-Abco consider themselves a fair chance employer. Mr. Langdon stated there is not a college degree required for the salaried positions. They prefer previous leadership experience and experience in a retail background. He noted he was most interested in integrity, desirous, and if they have the ability to communicate. Leaders must disseminate a lot of information and handle challenging information with both employees and customers. They are looking at the person more than the experience. Mr. Langdon stated they can never have enough great leaders within their company. They ultimately aim to take care of their employees, customers, and neighbors. He added they are a company of second chancers, and they do not disqualify people based on a checkered background. Chair Koenig thanked Mr. Langdon for his comments and noted his appreciate of the philosophy. Commissioner Daniels-Juasemai commented in the chat that she liked Mr. Langdon’s answer. ACTION TO RECOMMEND APPROVAL OF PLANNING COMMISSION APPLICATION NO. 2022-001 SUBMITTED BY DEREK HALUPTZOK OF A-ABCO AUTO PARTS, INC. There was a motion by Commissioner Omari, seconded by Commissioner Daniels-Juasemai, to approve Planning Commission Application No. 2022-001 for Resolution Regarding the Recommended Disposition of Planning Commission Application No. 2022-001 Submitted by Derek Haluptzok (A-Abco Auto Parts, Inc.) for Issuance of a Special Use Permit for the Retail Sale of New and Used Auto Parts Warehoused Indoors at the Property Located as 2400 Freeway Boulevard. Voting on the motion: Chair Koenig and Commissioners Daniels-Juasemai, Guannu, Jones, and Omari voted aye. And the following voted against the same: None The motion passed unanimously. Ms. McIntosh stated she would follow up with the Applicant about when the item would make it to the City Council. Chair Koenig thanked Mr. Langdon for wanting to enter into the Brooklyn Center community. He added the business would likely flourish in the community and would be beneficial to the residents. Mr. Langdon stated the Commission has been extremely pleasant to deal with. He stated they will not let the City down and he is available for any assistance to the City. PC Minutes 1-13–22 -10- DRAFT 11. DISCUSSION ITEMS 11a. 2022 Planning Commission Schedule Ms. McIntosh stated the Commissioners should have received copies of the 2022 schedule. They will likely meet on a monthly basis. If there is a need for additional meetings, Staff will inform the Commission. Commissioner Omari stated Ms. McIntosh and Chair Koenig are doing a great job. 11b. Projects Update Ms. McIntosh stated the spring might be crazy for Planning Commission items, but nothing has been officially submitted. There are likely many projects that will be submitted in the spring. The Opportunity Site has had a couple of work sessions where the developers met with the City Council for continued discussion. Ms. McIntosh added Carvana, an online car dealer, had a recent presentation for the Council. The next steps are to address outstanding questions of the Council. The City does not have a car sales format similar to Carvana, and the code is oriented to more traditional car dealerships. Carvana is proposing a car vending machine at 1601 James Circle North, which was formally an Olive Garden and Cracker Barrel. Carvana has a strong interest in Brooklyn Center. Ms. McIntosh stated the Opportunity Site is forging ahead, and there will be continued discussions. The new owners of the Sears site held a neighborhood meeting online but had some technical issues. She noted Chair Koenig was at the meeting. The Sears site owners provided background on their project and presented to the Council. Ms. McIntosh stated there are other projects in the works that have not been officially submitted to the Planning Commission yet. Commissioner Omari stated 2021 was a very difficult time for everyone. He stated he went to the car wash and was hoping they had enough space. He went to a similar car wash in Dallas that was three or four times longer. He explained his car was cleaned well, but he will go again when the weather is better. Commissioner Omari stated there were young men from the community that were walking home from the car wash after work. The cheapest car wash is $7 or $8, but there is an unlimited car wash option for $35. He explained he bought the $35 package to check the consistency of the customer service. Commissioner Omari noted the car wash had great community service. Ms. McIntosh stated 2021 had a low number of applications at around five. In 2018 and 2019 they had closer to 18 or 19 applications each year. She noted the 1960s and 1970s had around 100 applications each year. As for 2022, Staff anticipate there will be several large-scale, complex building site approvals. She asked for all Commissioners to attend the meetings as much as possible. PC Minutes 1-13–22 -11- DRAFT Chair Koenig asked for an update on Johnny Opara and the Crest. Ms. McIntosh stated Mr. Opara did not yet receive the funding he applied for but continues to move the project forward and work with the City. Ms. Boerschinger stated Mr. Opara applied for Met Council funding spring of 2021, but they received many applicants and Mr. Opara was not selected. Mr. Opara will be applying again in 2022 for funding. Ms. McIntosh stated the funding may be based on points, and Mr. Opara may work on land use approvals to contribute to his points. Chair Koenig noted he read a glowing article about Mr. Opara regarding a project in St. Paul. Ms. McIntosh stated the Crest is moving forward. They had to close by the end of 2021 because they were going to lose their bond. Staff worked hard to pull everything together. The Crest anticipates they will start work on the building in February or March. The work on the new building will likely not start until July because precast concrete orders are scheduled out a ways . People have had to make alterations to their building materials due to the supply issues. Chair Koenig asked if the Boulevard triplexes are back in motion. Ms. McIntosh stated C Alan Homes comes from a single-family home builder background, and multi-family homes are a different game. Triplexes are residential buildings with commercial standards, so there’s been a learning curve, but confirmed they are still underway with the project. Ms. Boerschinger stated they will begin reviewing the Zoning Code in the Spring. Staff has been reviewing the Code, and they will bring it back to the Planning Commission later this year. Ms. McIntosh stated she will get updated zoning requests to the proper parties to send out post cards about the potential impacts of the new Code. The intent is for existing uses to remain conforming so long as they remain in active use. Commissioner Omari thanked the Commissioners he has worked with since joining the Planning Commission. He stated they have put in a lot of good work and time. Commissioner Omari thanked Chair Koenig for appointing him as the Vice Chair. He noted Ms. Boerschinger and Ms. McIntosh are also doing a great job. Commissioner Omari introduced himself to Ms. Boerschinger and explained the Commission appreciates brevity. 12. ADJOURNMENT There was a motion by Commissioner Jones, seconded by Commissioner Daniels-Juasemai, to adjourn the Planning Commission meeting. Voting on the motion: Chair Koenig and Commissioners Daniels-Juasemai, Guannu, Jones, and Omari voted aye. The motion passed unanimously. PC Minutes 1-13–22 -12- DRAFT The meeting adjourned at 8:31 p.m. _______________________________ __________________________________ Ginny McIntosh, Secretary Alexander Koenig, Chair App. No. 2022-004 PC 06/23/2022 Page 1 Planning Commission Report Meeting Date: June 23, 2022 Application No. 2022-004 Applicant: Scannell Properties, Inc (on behalf of Transformco) Property Owner: Sears, Roebuck & Company Location: 1297 Shingle Creek Crossing Requests: Preliminary and Final Plat, Comprehensive Plan Amendment, Site and Building Plan, Establishment of a Planned Unit Development/Rezoning and Zoning Code Text/Map Amendment to Remove Subject Property from Central Commerce Overlay District Map 1. Subject Property Location (1297 Shingle Creek Crossing) Requested Action Scannell Properties, Inc. on behalf of Transformco (“the Applicant”) is requesting review and consideration of a proposal that would allow for the re-plat and subsequent re-development of the former Sears site, which encompasses a two-story Sears department store and Sears Auto Center on approximately 15-acres at 1297 Shingle Creek Crossing (“the Subject Property”). As proposed, the redevelopment would result in construction of two business park-type buildings, of approximately 120,000-square feet and 110,000-square feet, respectively, and related site improvements. • Application Filed: 05/24/2022 • Review Period (60-day) Deadline: 07/23/2022 • Extension Declared: N/A • Extended Review Period Deadline: N/A App. No. 2022-004 PC 06/23/2022 Page 2 Due to the nature of the request, approval of a site and building plan, preliminary and final plat, and a re- zoning and establishment of what would be a new Planned Unit Development (PUD) is required. A zoning code text amendment is also necessary to remove the Subject Property from the Central Commerce Overlay District, in addition to a comprehensive plan amendment to accommodate a future land use re- designation. Refer to Exhibit A for the provided project narrative and plans. As part of the application process, a public hearing notice was submitted to the Brooklyn Center Sun Post for publication on June 9, 2022 (Exhibit B), and notices were mailed to property owners within vicinity of the Subject Property. A virtual meeting was also held with the public by the Applicant to discuss the proposed re-development and market needs. Development Pattern 1956 Imagery 1962 Imagery 1971 Imagery 2021 Imagery Image 1. Historical and Current Imagery of Sears Area (Courtesy: MHAPO, Hennepin County). App. No. 2022-004 PC 06/23/2022 Page 3 Existing Conditions Image 2. Existing Site Conditions at Subject Property. Background Although the Sears Department Store and Sears Auto Center closed their doors in 2018, it was not until late 2020 that Sears initiated a formal process to solicit offers from private parties to acquire the approximately 15-acre Subject Property. It was through a merger agreement that Transformco began App. No. 2022-004 PC 06/23/2022 Page 4 conducting its own market analysis and worked with local brokers to identify a feasible re-use for the Subject Property. Following a Request for Proposals (RFP) in late 2020, a redevelopment partner, Scannell Properties, Inc. was selected. Since their respective closures, both buildings have also water main breaks, and a major break at the Sears Auto Center in 2019 required issuance of a pumping discharge permit from the Minnesota Pollution Control Agency (MPCA), and water sampling to be conducted for contaminants. Despite the parking lots and entrances having barriers in place, City staff regularly conduct checks on the buildings due to numerous break-ins, which require the buildings to be swept due to life, health, and safety concerns, and re-secured. On April 28, 2021, City Council authorized an application to the Metropolitan Council’s Tax Base Revitalization Account (TBRA) for funding to assist with the environmental remediation of the Subject Property; however, said application did not move forward in the funding process. A subsequent application to the Environmental Response Fund (ERF) was submitted to Hennepin County in the amount of $163,000, which was awarded for assistance in preparing a Phase I Environmental Site Assessment (ESA), a Phase II ESA, a Response Action Plan, associated consulting activities, and any associated Minnesota Pollution Control Agency (MPCA) fees. Scannell Properties, who specializes primarily in light industrial and commercial business center-type products, subsequently conducted due diligence on the Subject Property, including an environmental assessment. As part of this assessment, it was determined there was significant asbestos present that would require remediation prior to any demolition. A concept review was held with City Council on May 24, 2021, with a follow-up review occurring on November 22, 2021 (Exhibit C). It was during these reviews that City Council was presented with a proposal to re-develop the Subject Property with a speculative light-industrial and office use. During the May concept review, City Council provided feedback on the initial concept plan, of which included requests to provide a greater mix of uses, a site layout and design that adds value to the adjacent Shingle Creek Crossing shopping center, and an overall high finish level on the buildings, with four-sided architecture, and a focus on enhancing the Highway 100 frontage. A follow-up with Council was requested by the Applicant in November 2021 to further discuss their proposal, a revised concept plan, and how they might better align with City goals. City staff also requested Julie Kimble of KimbleCo to participate in a discussion on behalf of the City to ensure a collective understanding of the City’s goals as well as current market realities in the Twin Cities and constraints on the Subject Property. The Subject Property is currently zoned PUD/C2 (Planned Unit Development/Commerce) District, and the underlying C2-Commerce District primarily allows for retail and service type uses. This zoning designation is specific to the former Brookdale Mall, and any reuse of the Subject Property would require a re-zoning to a new Planned Unit Development as the current PUD in place was structured to accommodate the continued operations of Sears following demolition of the Brookdale Mall and re-development of the surrounding lands into what is the Shingle Creek Crossing retail center today. As proposed, the Subject Property would require a re-zoning to PUD/MX-B (Planned Unit Development/Business Mixed-Use) District, which aligns more closely with the City’s current I-1 (Industrial Park) District. Given this re-designation, the City is also requesting a future land use re-designation of the Subject Property under the 2040 Comprehensive Plan from TOD (Transit-Oriented Development) to B-MU (Business Mixed-Use). App. No. 2022-004 PC 06/23/2022 Page 5 Site Data: 2040 Land Use Plan: TOD (31.01-130 Dwelling Units per Acre) Neighborhood: Centennial Current Zoning: Planned Unit Development/Commerce District (PUD/C2) | Central Commerce Overlay District Site Area: Approximately 15 Acres Surrounding Area: Direction 2040 Land Use Plan Zoning Existing Land Use North TOD PUD/C2 District and Central Commerce Overlay District Commercial South ROW N/A Highway 100 (Major Highway) East TOD PUD/C2 District and Central Commerce Overlay District Commercial West TOD C2 (Commerce) District and Central Commerce Overlay District Commercial REQUESTS PRELIMINARY AND FINAL PLAT As proposed, the Applicant intends to re-plat the Subject Property to satisfy lending requirements for separate entities for each building. The existing Registered Land Survey No. 0936, which encompasses the former Sears Department Store, Sears Auto Center, and site improvements, would therefore be re-platted to accommodate the two proposed buildings as Lot 1, Block 1 (approximately 8.07 acres and encompassing Building A of approximately 110,000-square feet), and Lot 2, Block 1 (approximately 7.19 acres and encompassing Building B of approximately 120,000-square feet), of the NORTH 100 BUSINESS PARK ADDITION. Although the buildings would be located on separate lots, their access points, truck court, and select site improvements would be would be shared. The proposed redevelopment would also require shared access agreements with the adjacent Shingle Creek Crossing, given that their proposed off access off 55th Avenue North and along the frontage road running parallel to Highway 100 runs through the Shingle Creek Crossing development. The Applicant indicated that there are no proposals to vacate any public easements on the Subject Property at this time; therefore, no separate vacation process is required. City staff conducted a review of the submitted preliminary and final plat against City Code requirements, and specifically Section 15 (Platting) of the City Code of Ordinances and indicated that a 10-foot drainage and utility easement would need dedication on the plat around the entire perimeter of the Subject Property. All proposed utilities and stormwater management facilities will need to be constructed within this easement and an additional utility easement would need to be dedicated on the plat for any private water main and sanitary lines to account for future maintenance access and per the Utility Facilities Easement Agreement, which will also be required as a condition of approval. App. No. 2022-004 PC 06/23/2022 Page 6 As noted in the redlines provided by City staff, the Applicant will need to revise the submitted final plat to account for missing drainage and utility easements, missing square footage totals for each proposed lot, as required under Section 15-105.B.b.1 (Platting), and address minor comments regarding the locations of certain symbology and bearings. Based on the above noted findings, City staff recommends the Planning Commission recommend City Council approval of the submitted preliminary and final plat for the NORTH 100 BUSINESS PARK ADDITION, subject to the Applicant complying with the outlined Conditions of Approval, and approval of the related site and building plan, Planned Unit Development/re-zoning, Zoning Code text amendment, and Comprehensive Plan Amendment requests. COMPREHENSIVE PLAN AMENDMENT A comprehensive plan amendment is required anytime a community changes any part of a municipality’s adopted comprehensive plan, including, but not limited to: •Changes resulting from neighborhood or small area planning activities •Land use changes to allow a proposed development •Proposed forecast changes to proposed MUSA (Metropolitan Urban Service Area) changes in service or staging •Text changes to revise a policy or land use category •Routine updates to incorporate new information or update a public facilities agreement These requests are ultimately submitted to the Metropolitan Council for review and final approval; however, they require a recommendation from the local planning body, and local governing body authorization for the amendment. In certain cases, an adjacent jurisdictional review is also required to allow for other affected municipalities and districts to weigh in on any potential impacts. The Subject Property currently has a future land use designation of Transit-Oriented Development (TOD), which allows for a range of 31.01 to 130 dwelling units per acre, and is a new land use designation under the 2040 Comprehensive Plan. The request is to re-designate the Subject Property to Business Mixed-Use (B-MU), which is also a new land use designation that guides for a mix of business, light industrial, and supporting retail/service uses, and is intended to create a more dynamic and connected experience for potential workers in these areas. During the undertaking of the 2040 Comprehensive Plan, the Subject Property was still in operation as a Sears department store and auto center. The aforementioned businesses closed well into the updating of the City’s Comprehensive Plan and given that the properties had (1) continuously operated since 1962, (2)ownership had provided no clear direction as to their potential re-use, and (3) a market study had not yet been completed, the City guided the Subject Property to TOD given its proximity to a Bus Rapid Transit (BRT) stop, and its ability to offer a broad mix of land use options, with a minimum of 75-percent of this designation slated for high-density residential use, and the remaining 25-percent slated for supporting retail, office, and commercial uses. Although the Subject Property was in transition during this process, the 2040 Comprehensive Plan denotes the Subject Property as a “potential area of change.” Refer to Map 2 below. The 2040 Comprehensive Plan recognized that not all of the properties guided under the TOD designation would be appropriate housing sites, and indicated that other areas, such as the City’s Opportunity Site, App. No. 2022-004 PC 06/23/2022 Page 7 would likely take the bulk of housing needs; whereas other sites located around Xerxes and Brooklyn Boulevard would be more accommodating and capable of providing commercial uses and a jobs base. Map 2. 2040 Future Land Use Plan and Redevelopment Areas with Subject Property (highlighted in yellow). That said, the 2040 Comprehensive Plan did not contemplate light industrial and business-mixed uses on the Subject Property, and as such, a Comprehensive Plan Amendment would be required if a development were to move forward. Despite the Subject Property’s proximity to adjacent transit and shopping, the Subject Property, and those properties fronting this southern extent of Xerxes Avenue North are relatively isolated from the adjacent centers of activity along Bass Lake Road (County Road 10) and Brooklyn Boulevard. It is hoped that a re-designation to B-MU would address the 2040 Comprehensive Plan’s goal of creating a vibrant business center via the creation of experience and by promoting and encouraging businesses, commercial users, retailers, and in some cases, households, to plan for interconnected systems that result in a more active and vibrant center. Given that the adjacent Shingle Creek Crossing development has yet to fully build-out, it is also hoped that the draw of additional jobs and activity to the Subject Property would create the additional energy and traffic needed to develop the remaining Shingle Creek Crossing Lots. The 2040 Comprehensive Plan notes that the City has experienced significant change in the past decade with respect to its changing demographics and land use patterns. With the closure of the Brookdale Mall and numerous supporting retailers and service providers, and the major shifts and changes to bricks and mortar retail, the City’s core economic engine effectively fizzled out, leaving a large contiguous area of vacant and underutilized land in the core of the City. As the City’s core is effectively (re) built out, there are limited opportunities to introduce new, lighter industrial and flex-type uses to the City. As proposed, the buildings would accommodate between one and four businesses per building and the Applicant anticipates the creation of over 200 jobs. The Subject Property also falls within the generalized commercial and industrial node outlined in the 2040 Comprehensive Plan’s Freight ADT and System Map (Refer to Map 3 below). App. No. 2022-004 PC 06/23/2022 Page 8 Map 3. 2040 Comprehensive Plan Freight ADT and System Map (highlighted in yellow). The redevelopment of the Subject Property would likely create a multi-faceted effect, in generating new tax base for the Subject Property, in driving additional traffic and business to the adjacent Shingle Creek Crossing retail development by those working on the Subject Property, and in addressing City staff’s daily concerns with the overall safety and securement of the two buildings. The Subject Property’s proximity to the adjacent Bus Rapid Transit (BRT) lines off Xerxes Avenue North would also serve as an amenity for and potential employees working at one of the potential businesses on the Subject Property. Based on the above noted findings, City staff recommends the Planning Commission recommend City Council approval of the requested amendment to the 2040 Comprehensive Plan to allow for a re- designation of the Subject Property from TOD (Transit-Oriented Development) to B-MU (Business Mixed-Use), subject to the Applicant complying with the outlined Conditions of Approval, approval of the related preliminary and final plat, site and building plan, Planned Unit Development/re-zoning, and Zoning Code text amendment requests, and contingent upon final approval from the Metropolitan Council. ZONING CODE AMENDMENT Map 4. Central Commerce Overlay District and Subject Property (highlighted in black). App. No. 2022-004 PC 06/23/2022 Page 9 Overlay districts generally apply an extra level of regulations or development criteria above the standard underlying zoning district. The Central Commerce Overlay District is an area roughly bounded by I-694 on the north, Highway 100 on the south and east, Brooklyn Boulevard on the west, and Shingle Creek on the north, and includes a specific list of permitted and prohibited uses. In July 2018, and with the closure of the Sears Department Store imminent, City Council adopted an interim ordinance to authorize a study and place a moratorium on the Subject Property, as it was the last remaining remnant of the former Brookdale Mall and had been excluded from the master planning activities that took place as part of the Shingle Creek Crossing redevelopment. It was during this moratorium that City staff reviewed the existing zoning code and suggested several amendments to the Central Commerce Overlay District to remove the least desirable uses from being permitted within the Central Commerce Overlay District. A work session was held by City Council in July 2019 to further address a potential land use study of the Subject Property and moratorium, and in August 2019, City staff brought forth amended language that clarified permitted and prohibited uses under Section 35-2240 (CC Central Commerce Overlay District), which were subsequently approved by City Council. The Applicant is requesting an amendment to the Zoning Code and associated map (refer to Map 4 above) to remove the Subject Property from the Central Commerce Overlay District, and whose uses are outlined in Section 35-2240 (CC Central Commerce Overlay District), as the proposed usage is not explicitly outlined as either a permitted or prohibited use. As the development proposal is speculative in nature, City staff has worked with the Applicant to put parameters on the flexibilities that would be granted under this proposal—specifically, that limits be placed on the industrial/warehouse usage of the Subject Property, and that no outdoor storage be permitted. City staff feels that these requests are in keeping with the intent of the amendments approved in 2019 by City Council, which placed additional prohibitions on auto repair establishments (i.e. existing auto repair establishments can continue as lawfully existing so long as in continued operation prior to October 1, 2019), gas stations, truck and trailer rental establishments, and indoor storage establishments. The Central Commerce Overlay District has long held prohibitions on standalone sauna and massage establishments, currency exchanges, pawn shops, and secondhand goods dealers. As part of the ongoing Zoning Code update, the Central Commerce Overlay District is slated for removal; however, as that work is not yet complete, the submitted proposal requests the removal of this property from the Overlay District. In 2019, a similar request was made and approved by City Council as part of the redevelopment of the former Jerry’s Foods site (5801 and 5803 Xerxes Avenue North) into a combined 270-units of housing across two multi-family residential buildings, now known as Sonder House and Sonder Pointe, and approval of the Crest Apartments expansion in 2021 (6221 Shingle Creek Parkway) required removal from the Overlay District as well. Based on the above noted findings, City staff recommends the Planning Commission recommend City Council approval of the requested amendment to the City’s Zoning Code to allow for the removal of the Subject Property, located at 1297 Shingle Creek Crossing, subject to the Applicant complying with the outlined Conditions of Approval, and approval of the related preliminary and final plat, site and building plan, Planned Unit Development/re-zoning, and Comprehensive Plan Amendment requests. PLANNED UNIT DEVELOPMENT | REZONING Section 35-355 (Planned Unit Development) of the City’s Zoning Code notes that upon the rezoning for a PUD, the district shall be designated by the letters “PUD” followed by the alphanumeric designation of App. No. 2022-004 PC 06/23/2022 Page 10 the underlying zoning district, which may be either the prior zoning classification or a new classification. Given that the major update to the City Zoning Code is currently underway and changes to districts are anticipated in order to align with the 2040 Comprehensive Plan, the request would be to re-zone following guidance from the 2040 Comprehensive Plan future land use designations for the Subject Property. This allows for flexibility within the Zoning Code for developments which are either not defined or outlined as a use under the existing regulations. PUDs are often used to achieve a higher quality development, or achieve other City goals, in exchange for zoning flexibility from the City Code. PUDs may only contain uses consistent with the City’s Comprehensive Plan and the uniqueness of each PUD requires that specifications and standards for streets, utilities, public facilities, and the approval of a land subdivision may be subject to modifications from the City ordinances generally governing them— essentially the City Council may approve plans that are not in compliance with the usual specifications or ordinance requirements where it is found that such are not required in the interests of residents or the City, although plans shall comply with all watershed, state, and federal storm water, erosion control, and wetlands requirements. As proposed, the request would be to re-zone from PUD/C-2 (Planned Unit Development/Commerce) District to a new PUD with an underlying Business Mixed-Use designation (PUD/MX-B). Official Zoning Map records indicate that the Subject Property was zoned B-2 (Regional Business District) in 1961, but later zoning map records indicate that the property was designated as a C2 (Commerce) District property by 1972. In 1999, the City approved the establishment of a Planned Unit Development (PUD), which comprehended, “new site and building plan approvals for the expansion, redevelopment, and rejuvenation of the Brookdale Regional Shopping Center,” and certain variations to allow for reduced green strips, non-major thoroughfare setbacks, parking dimensional standards, parking ratios, and increases in allowable restaurant use and freestanding signage. In 2011, the City approved City Council Resolution No. 2011-128 (Exhibit D), which approved an amendment to the 1999 Brookdale Regional Shopping Center Mall PUD redevelopment plans the Subject Property had been subject to, and in response to recent City approvals for the Shingle Creek Crossing Planned Unit Development, as approved under City Council Resolution No. 2011-85. The aforementioned amendment in 2011 allowed for certain parking ratio reductions, a reduction in the drive aisle parking widths, and a zero-lot line setback along certain portions of the Subject Property. The plans submitted and as contemplated under Planning Commission Application No. 2022-004 would require certain flexibilities to account for the speculative nature of the two proposed business park type buildings. The current Zoning Code does not contemplate speculative uses; therefore, establishment of a Planned Unit Development is requested to provide parameters in granting these flexibilities. Similar examples of light industrial type developments in Brooklyn Center include the PUDs established to allow for the redevelopment of lands off France Avenue North and Highway 100 (i.e. 4001 Lakebreeze Avenue North), and a PUD established in 1995 for a speculative business park development constructed in the 1980s off Parkway Circle and Shingle Creek Parkway (e.g. 6601 Shingle Creek Parkway), which required certain common parking allocations between buildings and access. The City has requested that a minimum of 20-percent finished space be accommodated within the development, with the remaining (maximum) 80-percent for industrial-warehouse use. The Applicant indicated an openness in maintaining this split of use; however, requested that the 20-percent use be set App. No. 2022-004 PC 06/23/2022 Page 11 for “non-warehouse uses.” The Applicant indicated that the language noted below was used during the approval process for another project in Arden Hills to define “non-warehouse uses” and proposes to utilize the same language for this request: “Warehousing and wholesaling shall not exceed 80 percent of the total floor area. The remaining 20 percent of the total floor area shall be non-warehouse uses such as a combination of uses including, but not limited to, office, manufacturing, production, research and development, lab and/or showroom.” The Applicant further indicated in their submitted narrative that these types of uses typically attract office, warehouse, manufacturing, production, lab, and research and development type users. For the purposes of calculating trip generation and parking needs, the traffic memo submitted by the Applicant contemplates an 80 percent industrial warehouse use, with remaining 20 percent office use. The Applicant further indicated that “non-warehouse uses” would provide less constraints for potential users—for example, the Applicant has indicated that medical manufacturing users will typically provide less than 20% office space; however, they could have well over 20 percent of a space allocated to lab, clean rooms, and production space. City staff is supportive of this flexibility, particularly as the aforementioned 1995 PUD development located off Parkway Circle and Shingle Creek Parkway was amended in 2019 as the use restrictions placed on each of the buildings in the development were found to be too restrictive and the combination of use restrictions and lower clear heights had resulted in issues filling vacancies. Since the amendment was approved, the Property Owner of that development has been successful entirely vacant buildings with new users. As approval of any development plan for the Subject Property shall constitute a re-zoning to PUD, approvals to establish a PUD require the City Council to base its actions on the re-zoning under the following criteria: 1. Compatibility of the plan with the standards, purposes, and intent of this section (Section 35-355); 2. Consistency of the plan with the goals and policies of the Comprehensive Plan; 3. The impact of the plan on the neighborhood in which it is to be located; and 4. The adequacy of internal site organization, uses, densities, circulation, parking facilities, public facilities, recreational areas, open spaces, and buffering and landscaping. With regard to the intended rezoning, Section 35-208 (Rezoning Evaluation Policy and Review Guidelines), outline that it is the City’s policy that: a. Zoning classifications must be consistent with the Comprehensive Plan; and b. Rezoning proposals shall not constitute “spot zoning,” defined as a zoning decision which discriminates in favor of a particular landowner, and does not relate to the Comprehensive Plan or to accepted planning principles. Furthermore, requests for re-zonings should be assessed against a series of guidelines outlined under the City’s Zoning Code: a. Is there a clear and public need or benefit? b. Is the proposed zoning consistent with and compatible with surrounding land use classifications? c. Can all permitted uses in the proposed zoning district be contemplated for development of the Subject Property? App. No. 2022-004 PC 06/23/2022 Page 12 d. Have there been substantial physical or zoning classification changes in the area since the Subject Property was zoned? e. In the case of City-initiated rezoning proposals, is there a broad public purpose evident? f. Will the Subject Property bear fully the ordinance development restrictions for the proposed zoning districts? g. Is the Subject Property generally unsuited for uses permitted in the present zoning district, with respect to size, configuration, topography, or location? h. Will the rezoning result in the expansion of a zoning district, warranted by: 1. Comprehensive Planning; 2. The lack of developable land in the proposed zoning district; or 3. The best interests of the community? i. Does the proposal demonstrate merit beyond the interests of an owner or owners of an individual parcel? Based on the above noted findings, City staff recommends the Planning Commission recommend City Council approval of the requested establishment of a Planned Unit Development to allow for the re- zoning of the Subject Property, located at 1297 Shingle Creek Crossing, to Planned Unit Development- Business Mixed-Use District (PUD/MX-B), subject to the Applicant complying with the outlined Conditions of Approval, and approval of the related preliminary and final plat, site and building plan, Zoning Code text amendment, and Comprehensive Plan Amendment requests. SITE AND BUILDING PLAN Site Design The Subject Property is home to the last remaining remnant of the former Brookdale Mall, which was demolished in the early 2010s and redeveloped into the Shingle Creek Crossing retail shopping center we see today. The Sears Department Store and adjacent Sears Auto Center remained open and active as businesses up until 2018. To that end, Shingle Creek Crossing effectively developed so as to primarily accommodate the obtrusive Sears Department Store. Image 3. Submitted Site Plan for Subject Property. App. No. 2022-004 PC 06/23/2022 Page 13 Setbacks As proposed, the Subject Property would be subdivided to accommodate two new buildings, and of approximately 120,000 and 110,000-square feet in size. Assuming the two new lots, and with respect to the draft Business Mixed-Use District provisions and the currently en force I-1 (Industrial Park) District provisions as reference, the following building setbacks are provided: Minimum Setbacks (Feet) MX-B (Business Mixed-Use) - Draft I-1 (Industrial Park) - Current Building A (110,000 SF) Building B (120,000 SF) Front 35 50 148 71 Corner Side 35 50 83 58 Interior Side 10 10 34 90 Rear 25 25 98 99 Table 1. Existing and Proposed Setbacks for Subject Property. Traffic | Access | Parking | Circulation | Connection As proposed, primary site access would be gained from an existing drive off 55th Avenue North and Xerxes Avenue North on the west, with connections to the surrounding access drives shared with adjacent Shingle Creek Crossing properties. The truck route would be accessible inbound from the north and south entrance points within Shingle Creek Crossing; however, trucks would need to exit the Subject Property via the south access road, which continues up towards Shingle Creek Parkway and Bass Lake Road (County Road 10). This is the same access road utilized by trucks making deliveries to the adjacent Walmart (1200 Shingle Creek Parkway). Primary truck access would be gained along the south portion of the Subject Property utilizing an extension of the access road running parallel to Highway 100 and up to Shingle Creek Parkway and Bass Lake Road (County Road 10). The Applicant indicates that while the western drive would be maintained, signage would be installed, and the drive aisles narrow so as to minimize the likelihood of truck drivers traversing through the western drive aisle towards Xerxes Avenue North (Building A). The main access entry off Xerxes Avenue North (55th Avenue North) was modified to provide one in-bound lane, which would enter a “T” intersection internal to the Subject Property. The Applicant has indicated that they have been in communication with the Shingle Creek Crossing property owner (Gatlin Development Company) regarding their proposed easement parking lot of 18 spaces, access, and site improvements. City staff requests that as part of any approvals, the Applicant submit detailed vehicle turning and tracking movement diagrams for delivery vehicles and garbage trucks to demonstrate specific and actual routes. It is also requested that truck traffic be concentrated along the south access road when possible and directional signage provided so as to minimize truck traffic along the north and west drives, and particularly as the drive aisle widths and turns do not appear conducive to truck traffic. City staff has also set an expectation that conflicts between pedestrians and vehicular traffic along the north drive be minimized through utilization of this south access road. As the project engineer (Kimley-Horn) has also designed and maintained the Planned Unit Development master plans for the adjacent Shingle Creek Crossing, it was noted that the proposed truck access routing would maintain consistency with the Shingle Creek Crossing (SCC) Delivery Circulation Exhibit provided in the master plan set. App. No. 2022-004 PC 06/23/2022 Page 14 The Applicant submitted a full civil plan set, including site plans and a traffic generation memo, prepared by Kimley-Horn, and last revised June 9, 2022. Per City staff request, the original traffic generation memo provided, which solely reflected an industrial use, was revised to reflect 80-percent industrial and 20- percent office use. City staff reviewed the aforementioned memo and deemed it acceptable; however, the Applicant will need to meet any and all requirements as outlined in the reviews conducted by the Minnesota Department of Transportation and Hennepin County. Hennepin County provided feedback to City staff following reviews with their plat review committee representatives from traffic operations and bicycle and pedestrian planning. They anticipate minimal impacts to Brooklyn Boulevard (CSAH 152), despite additional morning peak hour trips, as the change in use from department store and automobile parts and service center to industrial and office would create an overall reduction in trips. MnDOT initially prepared a memo in March 2022 and requested that a Traffic Impact Study be completed to accurately evaluate impacts to the trunk highway system. City staff reviewed the submitted overall site plan (Sheet C300) with the assumption of 80-percent industrial and 20-percent non-warehouse use (i.e. “office” for the purposes of calculating minimum parking). Similar stipulations were placed on approval of Planning Commission Application No. 2021-006, which was approved for the redevelopment of a former bowling alley located at 6440 James Circle North for an approximately 64,000-square foot business-flex building adjacent to existing hotels, office, and restaurants, and also located in a proposed area of redevelopment under the 2040 Comprehensive Plan. Assuming this, a minimum of 368 parking spaces would be required on the Subject Property. As proposed, the Applicant has provided 357 parking spaces, with an additional 18 parking spaces proposed as part of an easement that would be located on the Shingle Creek Crossing development (Refer to Table 2 below). The Applicant would need to work with the adjacent property owner (Gatlin Development Company) to obtain any necessary parking and access easements. Parking Use Minimum Required Parking Spaces Provided Parking Spaces (in bold) Industry and Wholesale Note: Assumes approximately 184,000 square feet of this use (80%) One (1) space for every two (2) employees based upon maximum planned employment during any work period or one (1) space for each 800 square feet of gross floor area, whichever requirement is greater. (230 spaces) See Total Below Non-Warehouse (“Office” for purpose of calculating parking on speculative buildings) Note: Assumes approximately 46,000 square feet of this use (20%) Three (3) spaces for every 1,000 square feet of Gross Floor Area. (138 spaces) See Total Below Proposed Easement Spaces (Shingle Creek Crossing) 18 spaces ADA 8 spaces (301 to 400 spaces) 12 spaces Total Required Parking 368 spaces (ADA spaces incorporated into total) 357 spaces (including 12 ADA spaces) Total Provided Parking 375 spaces (ADA spaces and proposed easement spaces incorporated into total) Table 2. Minimum and Provided Parking for Redevelopment of Subject Property (North 100 Business Park). App. No. 2022-004 PC 06/23/2022 Page 15 The Applicant has indicated that the parking counts presented are consistent with those typically provided for a similar development of this size. In reviewing the proposed loading berths and truck court, the submitted plans comply with the minimum berth requirements as outlined in Section 35-600 (Off Street Loading), as a minimum of 4 berths would be required for buildings ranging between 100,000 and 250,000-square feet. The berths would be located more than the minimum 25 feet from any right-of-way intersections, and would be located outside of any required yards. Dimension-wise, the first berth required shall not be less than 12 feet in width and 50 feet in length, with additional berths providing at least 12 feet in width and 25 feet in length. A minimum height of 14 feet is also required. As proposed, the submitted site plans reflect a 60-foot berth depth along each of the respective buildings and an 80-foot wide shared drive aisle for the truck court. In terms of alternative transportation options, the Subject Property is directly adjacent to bus stops along Xerxes Avenue North that provide BRT service. MnDOT recommended that the Applicant contact Metro Transit to evaluate potential impacts to service given the proximity of existing bus stops, and potential mitigative strategies pending approval of the proposal. As part of City staff review, requests were made to provide additional sidewalk connections along the north end of the Subject Property and to Shingle Creek Crossing, with additional requests to extend certain sidewalk segments and relocate the proposed midblock pedestrian crossing, as it is located on a curve. The Applicant also intends to complete an existing trail gap as part of the proposal, which would provide continued routing for those utilizing Three Rivers Park District’s Twin Lakes and Shingle Creek Regional Trails, as well as a pedestrian bridge that crosses Highway 100 to the neighborhoods adjacent to Centerbrook Golf Course and Lions Park. The Shingle Creek Crossing Development has an existing 18-foot trail easement with 10-foot trail running along Highway 100—the Applicant has proposed a continuation of this section per City staff request and would submit a trail plan and profile as part of any final development plans. Per MnDOT comments, an existing barrier blocking the trail segment near HOM Furniture should be removed pending approval of the proposal. Map 5. 2014 Brooklyn Center Bicycle and Pedestrian Plan, as outlined in the 2040 Comprehensive Plan (highlighted in red). App. No. 2022-004 PC 06/23/2022 Page 16 Images 4 and 5. Existing Trail Gap and South Access Road—facing west towards Sears (L) and facing east towards Walmart (R). City staff provided commentary to the Applicant in March and May 2022 with regard to preferred access for semi-truck traffic utilizing the proposed loading bays and truck court, and the Applicant revised the plan sets based on City staff comments. As proposed, access to the loading bays would be provided via the north drive off 55th Avenue North and utilizing an extension to an existing access road running along the southern portion of the Subject Property, parallel to Highway 100. City staff worked with the Applicant through multiple plan iterations to clean up the access and potential internal points of vehicle and pedestrian conflicts off 55th Avenue North and the roadway extension between 55th Avenue North and the Shingle Creek Crossing development. Although a north and west access is maintained off the proposed truck court, the Applicant has indicated installation of “No Trucks” signage on the submitted plans so as to route exiting trucks to the south. As proposed, the submitted site plans indicate 24-foot wide drive aisles throughout the north parking lots, which is the minimum width required to allow for two-way traffic. The parking area just south and west of Building A (110,000-square feet) indicates a tapering of drive aisle widths from 27 feet down to 25 feet, while the drive aisle just south of Building B (120,000-square feet) is noted at 30-feet in width to accommodate truck traffic, and widths of 25 feet along the eastern edge of the building, which orients towards the west side of Walmart. The submitted site plan also indicates typical 18-foot parking space depths and 9-foot widths, which satisfy the City’s minimum parking dimension requirements as outlined within the Zoning Code. Lighting The current Zoning Code notes that, “all exterior lighting shall be provided with lenses, reflectors, or shades, so as to concentrate illumination of the property of the owner or operator of said illumination devices.” A photometric plan was submitted with a fixture specification schedule; however, no minimum, maximum, or average foot candle provisions are provided. City staff also requests the photometric plan be revised to more clearly indicate the property lines, as the Zoning Code specifies that lighting shall not exceed three (3) foot candles measured at property lines abutting residentially zoned property, or 10-foot candles measured at the property lines abutting the street right-of-way or non-residentially zoned properties. As is specified, no glare shall emanate from or be visible beyond the boundaries of the illuminated premises. The photometric plan indicates the fixtures are generally consistent with the current Zoning Code requirements. App. No. 2022-004 PC 06/23/2022 Page 17 Given the intent to re-zone the Subject Property to Business Mixed-Use District (MX-B), City staff reviewed the submittal against the draft lighting requirements, as contemplated in the City’s draft Zoning Code update that will ultimately be incorporated into a Unified Development Ordinance (UDO). As part of City staff conversations, the Applicant revised the parking lot light pole heights to fall below the outlined maximum height of 24 feet at finished grade, and no more than 20 feet in height for areas within landscaped areas. It should be noted that the wall pack lighting proposed within the designated truck court is noted at 27 feet to provide sufficient lighting for truck maneuvering. Although City staff understands the proposal is speculative in nature, the Applicant should ensure sufficient lighting is provided and distributed over all entrances and exits, walkways, and sufficient lighting along all sidewalk connection points off Xerxes Avenue North and towards Shingle Creek Crossing. Per the submitted photometric plans, it does not appear any pedestrian-level lighting is provided along the public facing portions of each building and is for the most part reliant on parking lot lighting. It is requested that the Applicant work with City staff to address options for pedestrian-level lighting pending approval of the submittal and the subsequent build-out of tenant spaces. Image 6. Excerpted Section of Photometric Plan-Building A (areas indicated in red). Although it appears existing lighting will be maintained between the northerly drive running between the Subject Property and adjacent Shingle Creek Crossing development, City staff requests that the Applicant work with the Property Owner of Shingle Creek Crossing (Gatlin Development Company) to ensure the lighting and landscaping is consistent along this segment of transition (see Images 7 and 8 below): App. No. 2022-004 PC 06/23/2022 Page 18 Images 7 and 8. Existing lighting and landscaping between Subject Property and adjacent Shingle Creek Crossing. Trash | Screening As the submittal is speculative in nature, no communal trash facilities were depicted on the submitted plan sets. The Applicant did provide detailing within the submitted landscape plans for a trash receptacle to be located at the southwest corner of Building A (110,000 square feet) and in proximity to proposed tables and benches. Pending approval of the submittal, the Applicant shall provide details on the intended location for trash facilities, and detail sheets with revised site plans for any exterior trash enclosures. All ground mounted equipment (e.g., transformers, mechanical) shall be effectively screened from adjacent public rights-of-way and properties by a solid wall or fence constructed of wood, masonry, or other durable materials that are complementary to the materials used on the primary building. Roof- mounted equipment shall also be screened from view through use of parapets, wall/ fencing materials, or paint to match surrounding colors when visible from the public right-of-way. As proposed, the Applicant intends to screen the shared truck court from view of Highway 100 with a berm and landscaping and in strategic locations along the north end of the Subject Property, and facing the western edge of Shingle Creek Crossing. Although a fence and retaining wall are indicated on the submitted plan sets as proposed, no detailing is provided. The Applicant shall work with City staff as necessary to determine requirements for placement and permitting. Architectural Materials Image 9. 3D Rendering of Proposed Building Exteriors (Subject Property). The City’s Architectural Design Guidelines require at least 50-percent of each elevation (face) of a building to be constructed of Class I materials, with the remainder constructed of Class II materials. An elevation by elevation breakdown of Class I and Class II building materials was provided by the Applicant per City App. No. 2022-004 PC 06/23/2022 Page 19 staff request. As proposed, both buildings would be designed with similar materials comprised of pre-cast concrete panels textured with stucco texture, a wood-look fiber cement (i.e. Nichiha or approved alternate), and aluminum composite material panels (i.e. Alucobond or approved alternate). As proposed, the majority composition of each building elevation is glass and pre-cast concrete, which are considered to be Class I building materials under the City’s Architectural Guidelines; therefore, the minimum thresholds are met. Nichiha, which is indicated as a Class II material on the submitted architectural plans, has been determined in past projects to be a Class I type building material (i.e. HOM Furniture, located at 2501 County Road 10). City staff provided feedback to the Applicant in March and May 2022, and it was requested that the Applicant provide enhanced architectural façade treatments along Highway 100, Building A’s northwest corner (Xerxes Avenue North), Building B’s northeast corner (facing Shingle Creek Crossing), and overall increased articulation and glazing for visual interest. City staff indicated that while the requests would ultimately re-zone the Subject Property to accommodate the use, the Applicant should think creatively for ways to complement the adjacent retail use (Shingle Creek Crossing). City staff has worked with the Applicant on a few iterations of the site plan and indicated early on that the Applicant should maintain the building line currently in existence today with Buildings 1 through 5 of the Shingle Creek Crossing development (e.g. TJ Maxx, Five Below). Through discussions with the Applicant it was determined that it would be infeasible to bring the building up to the same exact build line due to impacts to the overall provided square footage of each building, and site constraints to parking and drive aisles given the north-south orientation of the proposed buildings. As part of this submittal, the Applicant indicated revisions to the architectural plans to provide an expanded entry features on the north and south elevations, and the addition of reveals and adjustments to the glass pattern between entrances along the front of the building. The applicant has indicated that the proposed buildings would have clear heights of 28-feet to attract businesses in need of modern, Class A space. The overall height of the proposed buildings from ground level to the top-most parapet is proposed at just under 35.5 feet. This height is similar to the adjacent Walmart, whose ground level to parapet heights are at approximately 31.5 feet. Landscaping The project submittal includes a landscape plan and planting schedule. Although City Code does not have any specific requirements on the species of landscaping, the City has operated under and held new and redeveloped areas to complying with the City’s adopted Landscape Point System policy, which assigns points to a given site based on the acreage and type of development. In discussions with the Applicant, and in consideration of the draft landscaping requirements outlined within the City’s draft Unified Development Ordinance (UDO), City staff requested that the Applicant explore opportunities to diversify the landscaping and provide native and resilient plant types when possible. The Landscape Point System outlines requirements for uses such as “light industrial,” “heavy industrial,” and “office/industrial (over 25% office),” and requires a specific amount or number of landscaping units based on the maximum percentage of certain materials (i.e., 50% shade trees; 40% coniferous trees; 35% decorative trees; and 25% shrubs). As the Applicant is requesting PUD and re-zoning approvals, an amendment to re-designate the Subject Property under the 2040 Comprehensive Plan, and provided the App. No. 2022-004 PC 06/23/2022 Page 20 Subject Property’s adjacency to a retail shopping center, City staff calculated the landscaping assuming the “Office/Industrial” use. It should be noted that the Overall Landscaping Plan (Sheet L100) clearly indicates an assumption of “Light Industrial,” which has lesser requirements for landscaping. Assuming an approximately 15-acre site, the Subject Property would have to accrue 990 points. (2 acres * 90 + 8 acres * 70 + 5 acres * 50 = 990 points). Planting Type Minimum Size Points Per Planting Maximum Points (%) Points Accrued Shade (Deciduous) Trees 2 ½” diameter 10 50% or 495 points 440 points (44 trees * 10 points) Coniferous (Evergreen) Trees 5’ height 6 40% or 396 points 228 points (38 trees * 6 points) Decorative (Ornamental) Trees 1” diameter 1.5 35% or 347 points 75 points (50 trees * 1.5 points) Shrubs 12” diameter 0.5 25% or 248 points 172 points (344 shrubs * .5 points) Total 915 points Table 3. Landscape Point System Policy Calculations for Subject Property (North 100 Business Park). Based on a review of the submitted Landscape Plan, dated May 24, 2022, the plan is deficient by 75 points. The Applicant could easily fulfill this gap by providing any combination of the above planting types, as none of the maximum points have yet been met. The Applicant will need to ensure all plantings meet minimum sizing requirements, as outlined above in Table 3. As part of any construction set submittals, a copy of an irrigation plan drawing will be required for review and approval, and an irrigation system maintained on-site. Per City staff comments addressed in the memorandum provided by the City Engineer Mike Albers, dated June 17, 2022, and the supplemental redlined civil set, the Applicant should ensure adequate Clearview Triangles are provided at all street intersections per City Code Section 25-802, and the Applicant should verify the placement of trees and other landscaping within proximity to proposed utilities. The Applicant should consider stepping certain landscaping back at and near intersections and pedestrian crossings to provide adequate visibility for both motorists and pedestrians. Signs No specific signage requests were made regarding new or revised signage for the Subject Property, and as the proposal is speculative in nature, none were anticipated at time of submittal. The City is currently underway with an update to multiple City codes, including the Sign Code. Any signage will need to comply with the allowances as outlined in the adopted City signage regulations at time of submittal, and the Applicant will need to apply for and receive issuance of a sign permit prior to any installation. Engineering Review Mike Albers, City Engineer, reviewed the plans and provided a memorandum, dated June 17, 2022 (Exhibit C). Most of the comments pertain to the need for plan corrections and additional details relating to stormwater, sanitary sewer, watermains and hydrants, roads, trails, and sidewalks, and traffic. An MPCA NPDES permit is required as the total disturbed area would exceed one acre, and a Construction Management Plan and Agreement, and Utility Facilities Easement Agreement shall be submitted to the City in advance of any permit release. The Applicant will also require a watershed plan review and conform to watershed rules. It should be noted that the Watershed Commission project review is currently App. No. 2022-004 PC 06/23/2022 Page 21 underway. A stormwater report, completed by Kimley-Horn, dated February 11, 2022, and revised May 24, 2022, and a copy of the traffic memo, last revised June 9, 2022, were provided as part of the submittal. Building Review Building Official Dan Grinsteinner conducted a cursory review of the submitted plan sets and provided a memorandum dated June 21, 2022 (Exhibit F). Pending approval of the requests, the Applicant will need to submit full construction plans, including but not limited to: architectural, structural, mechanical, plumbing, electrical, civil, landscaping, and photometric plans to the City for review. A fire sprinkler and monitoring system is required for installation and is to be maintained at all times, and sufficient fire hydrants shall be provided. 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 determination shall be submitted to the Metropolitan Council and any associated fees shall be paid at time of permit issuance. All building plans are subject to review and approval by the Building Official with respect to applicable codes prior to the issuance of permits. CPTED Review City staff requests that as part of any construction set review, a CPTED (Crime Prevention through Environmental Design) review be completed by City staff. External Reviews The submitted plan sets were forwarded on to contacts at Hennepin County, the Minnesota Department of Transportation (MnDOT), and the Watershed Commission review. Any approval of Planning Commission Application No. 2022-004 is subject to the Applicant complying with any requested revisions or recommendations as outlined by the aforementioned authorities. Based on the above noted findings, City staff recommends the Planning Commission recommend City Council approval of the requested site and building plans for the proposed redevelopment of the approximately 15-acre former Sears property, located at 1297 Shingle Creek, subject to the Applicant complying with the outlined Conditions of Approval, and approval of the related preliminary and final plat, Planned Unit Development/re-zoning, Zoning Code, and Comprehensive Plan Amendment requests. APPROVAL CONDITIONS | ANTICIPATED PERMITTING Staff recommends the following conditions be attached to any positive recommendation on the approval of Planning Commission Application No. 2022-004 for the Subject Property located at 1297 Shingle Creek Crossing: 1.The building plans are subject to review and approval by the Building Official as noted in the memorandum dated June 21, 2022, and with respect to applicable codes prior to the issuance of permits; and the final location or placement of any fire hydrants or other fire-related building code items shall be reviewed and approved by the Fire Inspector. a.Any major changes or modifications made to this Site and Building Plan can only be made by an amendment to the approved Site and Building Plan as approved by the City Council. App. No. 2022-004 PC 06/23/2022 Page 22 b. The building plans are subject to review and approval by the Building Official with respect to applicable codes prior to the issuance of permits. c. The Applicant shall work to ensure all applicable Minnesota Fire Code requirements have been met as part of any site plan approval. d. A fire sprinkler system is required to be installed and shall be maintained on a consistent basis per City Code requirements. e. A SAC Determination shall be submitted by the Applicant to the Metropolitan Council and any associated feeds paid at time of any permit issuance. f. The Applicant shall provide any final site and building plans to City staff for a CPTED review and make alterations as necessary prior to permit release. g. The submitted landscape plans shall be revised to meet City’s minimum Landscape Point System policy requirements and an identified “office/industrial” use. h. The Applicant shall install irrigation systems where necessary to facilitate maintenance of site landscaping and green areas, and irrigation shop drawings for review and approval prior to installation. i. The Applicant shall revise the submitted photometric plan to reflect minimum, maximum, and average foot-candles per fixture, and clearly identify all property lines. i. The Applicant shall work with the adjacent property owner for Shingle Creek Crossing to ensure consistency in lighting and landscaping along the north drive between the Subject Property and Shingle Creek Crossing. ii. Photometric plans shall be revised as needed to incorporate additional pedestrian-level lighting for main building entrance points and sidewalk connections. j. Any outside trash disposal facilities and rooftop or ground mechanical equipment shall be appropriately screened from view per City Code requirements and with materials complementary to the principal building, and an updated details sheet provided. k. 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. All signage shall conform to City requirements. 2. The Applicant agrees to comply with all conditions or provisions noted in the City Engineer’s review memorandum, dated June 17, 2022. a. Final grading, drainage, utility, and erosion control plans and any other site engineering related issues are subject to review and approval by the City Engineer for City site and building plan approval and prior to the issuance of permits. b. Any requirements as outlined in reviews conducted by Hennepin County, the Minnesota Department of Transportation (MnDOT), and the Watershed Commission. 3. Agreements: a. The Applicant shall enter into a PUD agreement with the City of Brooklyn Center. This agreement is to be reviewed and approved by the City Attorney prior to the issuance of building permits. The agreement shall further assure compliance with the development plans submitted with this application. i. No outdoor storage or display of materials, equipment, or products accessory and necessary to a principal and permitted use is permitted. ii. Warehousing and wholesaling shall not exceed 80-percent of the total floor area. The remaining 20-percent of the total floor area shall be non-warehouse uses, App. No. 2022-004 PC 06/23/2022 Page 23 such as a combination of uses including, but not limited to: office, manufacturing, production, research and development, and lab and/or showroom. iii. Distribution facilities are not a permitted use. For the purposes of this Planned Unit Development (PUD), a distribution facility is defined as a business that receives packages, sorts, and delivers them without product storage. Distribution as an accessory use is permitted only when it occurs from a manufacturing facility or a warehouse where a product is made or packaged on-site. b. A Performance Agreement with supporting financial guarantee approved by the City shall be executed upon any approval of the to-be submitted building permit for site improvements, which ensures the Subject Property will be constructed, developed, and maintained in conformance with the plans, specifications, and standards. c. The Developer shall submit an as-built survey of the property, improvements, and utility service lines prior to release of any Performance Agreement financial guarantee. d. A Utility Facilities Easement Agreement is required for submittal to the City prior to issuance of any permits. e. A Construction Management Plan and Agreement and associated escrow are required for submittal prior to the City prior to issuance of any permits. f. The Applicant shall coordinate with adjacent property owners and the City to execute any cross access and parking agreements for the proposed site improvements. No building permits shall be issued until such determination is made and any agreements are recorded with Hennepin County. g. The Applicant shall work with the City for dedication of the proposed trail easement and provision of trail profile and plans. 4. Platting: a. Approval of the preliminary and final plat for NORTH 100 BUSINESS PARK ADDITION are contingent upon the addressing of comments by City Engineer Mike Albers in the memorandum dated June 17, 2022. i. A 10-foot drainage and utility easement shall be dedicated on the plat around the entire perimeter of the Subject Property and centered on other lot lines. ii. All utilities and storm water management facilities to be located within said drainage and utility easement. iii. Additional dedication of a utility easement is requested on the plat for the private water main and sanitary to allow for maintenance access per the Utility Facilities Easement Agreement. b. Final plat and mylar shall be subject to the provisions of Chapter 15 of the City Code of Ordinances (Platting). c. Any final plat comments and/or requirements as provided by Hennepin County. d. Any final plat comments and/or requirements from the City Attorney’s office, and specifically regarding an updated certified abstract of title. e. The successful recording of said plat (mylar) with Hennepin County. RECOMMENDATION Based on the above-noted findings, staff recommends the following motion: Motion to approve a Resolution recommending that the City Council approve (1) preliminary and final plat App. No. 2022-004 PC 06/23/2022 Page 24 for the NORTH 100 BUSINESS PARK ADDITION, (2) the submitted site and building plan, (3) re-zoning and establishment of a Planned Unit Development, (4) an amendment to the Zoning Code and associated Map to remove the Subject Property located at 1297 Shingle Creek Crossing from the Central Commerce Overlay District, and (5) an amendment to the City’s 2040 Comprehensive Plan to allow for a re-designation of the Subject Property from Transit-Oriented Development (TOD) to Business Mixed-Use (B-MU), based on the submitted plans and findings of fact, as amended by the Conditions of Approval in the June 23, 2022 Planning Commission Report, and subject to final approval by the Metropolitan Council for the requested Comprehensive Plan Amendment. ATTACHMENTS Exhibit A – Planning Commission Application No. 2022-004 Plans and Documents, submitted May 24, 2022. Exhibit B – Public Hearing Notice Ad Proof, submitted for publication in the Brooklyn Center Sun Post, and dated June 16, 2022. Exhibit C – City Council Concept Plan Review Memos, dated May 24, 2021, and November 22, 2021. Exhibit D – City Council Resolution No. 2011-128 (Resolution Regarding the Disposition of Planning Commission Application No. 2011-015 Submitted by Sears, Roebuck and Co.). Exhibit E – Review Memorandum, prepared by City Engineer Mike Albers, and dated June 17, 2022, and provided redlined civil and plat sets. Exhibit F – Review Memorandum, prepared by Building Official Dan Grinsteinner, and dated June 21, 2022. Scannell Properties 294 Grove Lane East Suite 140 Wayzata, MN 55391 (763) 331-8850 www.scannellproperties.com February 16, 2022 City of Brooklyn Center 6301 Shingle Creek Parkway Brooklyn Center, MN 55430-2199 RE: Application for Planning Consideration North 100 Business Park, a planned redevelopment of the former Sears site 1297 Shingle Creek Crossing, Brooklyn Center, MN 55430 Dear Planning Commission & City Council: Scannell Properties is requesting Site & Building Plan Approval, Preliminary Plat, Final Plat, and a PUD Amendment at the former Sears site near the intersection of Brooklyn Boulevard and Highway 100. We are proposing construction of two single-story business park buildings on +/-15.3 acres. totaling 228,750 square feet, including one 120,000 square foot building and one 108,750 square foot building. The proposed buildings are speculative in nature with no pre-lease tenants identified at this time and will each accommodate between one and four businesses. The buildings will be constructed of pre-cast panels with reveals and painted for a pleasing composition of color and geometries. They will have interior clear heights of 28’ to attract businesses in need of modern, Class A, space to operate and grow. The buildings will be accented with glass window systems providing a two-story perspective, steps in the precast system both in plan and elevation, decorative metal panels, and entry canopies. The primary site access will be from 55th Avenue and Xerxes Avenue to the west and will include connections to the surrounding access drives shared with the adjacent properties. The proposed plan includes pedestrian ways throughout the project with connections to the surrounding sidewalks and trails. The shared truck court between the buildings will be screened with a berm and landscaping along the south edge and ample landscaping within strategically aligned islands on the north side. The project architect is Mohagen Hansen out of Wayzata, MN, and the civil engineer is Kimley-Horn out of St. Paul, MN. As discussed in previous work sessions with City Council, several uses have been explored for this site over the last year and beyond. Ultimately, we have concluded the highest and best use that can be supported by the market is an employment-based use. A business park setting will achieve several objectives, including: ·Provide growth opportunities for local businesses looking to expand and/or modernize ·Attract new employers to the City of Brooklyn Center ·Create quality jobs for local residence (projected to be between 230 to 300+) Exhibit A · Drastically increase the current tax base for the site · Increase the local employment base to support local retailers in the vicinity of the project Typical uses for these types of buildings include office, warehouse, manufacturing, production, lab, and R&D. Subject to approval, our goal is to proceed with demo and construction in 2022 to allow for occupancy in 2023. We appreciate your consideration and all of the time, effort, and input from you, staff, and the community over the last year. We are incredibly excited to move this project forward and believe it will be of tremendous value to the community as a whole. If you have any questions, please contact me by phone or at dans@scannellproperties.com. SCANNELL PROPERTIES Dan Salzer Senior Development Manager cc: Joe David, Transformco A300 4 A3001 A300 A300 3 2 A B C D E F G H J K L 1 2 3 4 5 M 200' - 0"50' - 0" 50' - 0" 50' - 0" 50' - 0" 550' - 0" 50' - 0" 50' - 0" 50' - 0" 50' - 0" 50' - 0" 50' - 0" 50' - 0" 50' - 0" 50' - 0" 50' - 0" 50' - 0" N DATE: DRAWN BY: CHECKED BY: PROJECT NUMBER: 1000 Twelve Oaks Center Dr. Suite 200 Wayzata MN 55391 Tel 952-426-7400 Fax 952-426-7440 DRAWING INFORMATIONPHASEISSUE RECORDREGISTRATION ARCHITECTPROJECT NAMECOMPUTER DIRECTORY:SHEET DESCRIPTIONTHE ARCHITECT SHALL BE DEEMED THE AUTHORS AND OWNERS OF THEIR RESPECTIVE INSTRUMENTS OF SERVICE AND SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING COPYRIGHTS OF THE ATTACHED DOCUMENTS.NOT FOR CONSTRUCTIONK:\Jobs\Scannell\BrooklynCenter120k\22048_BrooklynCenter120kShell\04_Dwg\0_MasterDwgs\BrooklynCenter_110k_Master.rvtA201 FLOOR PLAN - FIRST LEVEL SPAETZEL AAUTREY 05/23/2022 Project Number Path SCHEMATIC DESIGN BROOKLYN CENTER 110,000 SF WAREHOUSE NEW CONSTRUCTION 1" = 20'-0"A201 1 1ST LEVEL - FLOOR PLAN NO. DESCRIPTION DATE GROUND LEVEL 100' - 0" T.O. PARAPET A 133' - 4" 12345 T.O. PARAPET C 137' - 4" T.O. PARAPET B 135' - 4" GROUND LEVEL 100' - 0" T.O. PARAPET A 133' - 4" ABCDEFGHJKL DOCK LEVEL 96' - 0" T.O. PARAPET C 137' - 4" T.O. PARAPET B 135' - 4" K.O.K.O.K.O.K.O.K.O.K.O.K.O.K.O.K.O.K.O.K.O. M GROUND LEVEL 100' - 0" T.O. PARAPET A 133' - 4" A B C D E F G H J K LT.O. PARAPET C 137' - 4" T.O. PARAPET B 135' - 4" M GROUND LEVEL 100' - 0" T.O. PARAPET A 133' - 4" 1 2 3 4 5 T.O. PARAPET C 137' - 4" T.O. PARAPET B 135' - 4" DATE: DRAWN BY: CHECKED BY: PROJECT NUMBER: 1000 Twelve Oaks Center Dr. Suite 200 Wayzata MN 55391 Tel 952-426-7400 Fax 952-426-7440 DRAWING INFORMATIONPHASEISSUE RECORDREGISTRATION ARCHITECTPROJECT NAMECOMPUTER DIRECTORY:SHEET DESCRIPTIONTHE ARCHITECT SHALL BE DEEMED THE AUTHORS AND OWNERS OF THEIR RESPECTIVE INSTRUMENTS OF SERVICE AND SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING COPYRIGHTS OF THE ATTACHED DOCUMENTS.NOT FOR CONSTRUCTIONC:\Revit Projects\BrooklynCenter_110k_Master_aautreyFWDHJ.rvtA300 EXTERIOR BUILDING ELEVATIONS SPAETZEL AAUTREY 06/14/2022 Project Number Path SCHEMATIC DESIGN BROOKLYN CENTER 110,000 SF WAREHOUSE NEW CONSTRUCTION 1" = 20'-0"A300 1 SOUTH ELEVATION 1" = 20'-0"A300 3 WEST ELEVATION 1" = 20'-0"A300 4 EAST ELEVATION 1" = 20'-0"A300 2 NORTH ELEVATION A300 5 3D View 1 NO. DESCRIPTION DATE CLASS 1 - 84% PC-1 - 7,093 SF - 70% GLASS - 977 SF - 14% CLASS 2 - 16% FBC-1 - 867 SF - 12% ACM-1 - 271 SF - 4% CLASS 1 - 84% PC-1 - 7,093 SF - 70% GLASS - 977 SF - 14% CLASS 2 - 16% FBC-1 - 867 SF - 12% ACM-1 - 271 SF - 4% CLASS 1 - 98% PC-1 - 19,522SF - 97% GLASS - 224 SF - 1% CLASS 2 - 2% FBC-1 - 292 SF - 1% ACM-1 - 138 SF - 1% CLASS 1 - 89% PC-1 - 12,562 SF - 67% GLASS - 4,243 SF - 22% CLASS 2 - 11% FBC-1 - 1,213 SF - 7% ACM-1 - 651 SF - 4% PRECAST CONCRETE WALL PANELS WITH STUCCO TEXTURE - PAINTED WOOD-LOOK FIBER CEMENT RAINSCREEN. NICHIHA OR APPROVED ALTERNATE ALUMINUM COMPOSITE MATERIAL PANEL - ALUCOBOND OR SIMILAR - COLOR: CHARCOAL GREY PC-1 FBC-1 ACM-1 EXTERIOR MATERIALS LEGEND PC-1 A300 4 A3001 A300 A300 3 2 A B C D E F G H J K L M N 1 2 3 4 5 200' - 0"50' - 0" 50' - 0" 50' - 0" 50' - 0" 600' - 0" 50' - 0" 50' - 0" 50' - 0" 50' - 0" 50' - 0" 50' - 0" 50' - 0" 50' - 0" 50' - 0" 50' - 0" 50' - 0" 50' - 0" N DATE: DRAWN BY: CHECKED BY: PROJECT NUMBER: 1000 Twelve Oaks Center Dr. Suite 200 Wayzata MN 55391 Tel 952-426-7400 Fax 952-426-7440 DRAWING INFORMATIONPHASEISSUE RECORDREGISTRATION ARCHITECTPROJECT NAMECOMPUTER DIRECTORY:SHEET DESCRIPTIONTHE ARCHITECT SHALL BE DEEMED THE AUTHORS AND OWNERS OF THEIR RESPECTIVE INSTRUMENTS OF SERVICE AND SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING COPYRIGHTS OF THE ATTACHED DOCUMENTS.NOT FOR CONSTRUCTIONC:\Revit Projects\BrooklynCenter_120k_Master_aautreyFWDHJ.rvtA201 FLOOR PLAN - FIRST LEVEL SPAETZEL AAUTREY 05/23/2022 Project Number Path SCHEMATIC DESIGN BROOKLYN CENTER 120,000 SF WAREHOUSE NEW CONSTRUCTION 1" = 20'-0"A201 1 1ST LEVEL - FLOOR PLAN NO. DESCRIPTION DATE GROUND LEVEL 100' - 0" T.O. PARAPET A 133' - 4" 12345 T.O. PARAPET C 137' - 4" T.O. PARAPET B 135' - 4" GROUND LEVEL 100' - 0" T.O. PARAPET A 133' - 4" ABCDEFGHJKLMN DOCK LEVEL 96' - 0" T.O. PARAPET C 137' - 4" T.O. PARAPET B 135' - 4" K.O.K.O.K.O.K.O.K.O.K.O.K.O.K.O.K.O.K.O.K.O.K.O. GROUND LEVEL 100' - 0" T.O. PARAPET A 133' - 4" A B C D E F G H J K L M NT.O. PARAPET C 137' - 4" T.O. PARAPET B 135' - 4" GROUND LEVEL 100' - 0" T.O. PARAPET A 133' - 4" 1 2 3 4 5 T.O. PARAPET C 137' - 4" T.O. PARAPET B 135' - 4" DATE: DRAWN BY: CHECKED BY: PROJECT NUMBER: 1000 Twelve Oaks Center Dr. Suite 200 Wayzata MN 55391 Tel 952-426-7400 Fax 952-426-7440 DRAWING INFORMATIONPHASEISSUE RECORDREGISTRATION ARCHITECTPROJECT NAMECOMPUTER DIRECTORY:SHEET DESCRIPTIONTHE ARCHITECT SHALL BE DEEMED THE AUTHORS AND OWNERS OF THEIR RESPECTIVE INSTRUMENTS OF SERVICE AND SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING COPYRIGHTS OF THE ATTACHED DOCUMENTS.NOT FOR CONSTRUCTIONC:\Revit Projects\BrooklynCenter_120k_Master_aautreyFWDHJ.rvtA300 EXTERIOR BUILDING ELEVATIONS SPAETZEL AAUTREY 06/14/2022 Project Number Path SCHEMATIC DESIGN BROOKLYN CENTER 120,000 SF WAREHOUSE NEW CONSTRUCTION 1" = 20'-0"A300 1 SOUTH ELEVATION 1" = 20'-0"A300 3 WEST ELEVATION 1" = 20'-0"A300 4 EAST ELEVATION 1" = 20'-0"A300 2 NORTH ELEVATION A300 5 3D View 1 NO. DESCRIPTION DATE CLASS 1 - 84% PC-1 - 7,093 SF - 70% GLASS - 977 SF - 14% CLASS 2 - 16% FBC-1 - 867 SF - 12% ACM-1 - 271 SF - 4% CLASS 1 - 84% PC-1 - 7,093 SF - 70% GLASS - 977 SF - 14% CLASS 2 - 16% FBC-1 - 867 SF - 12% ACM-1 - 271 SF - 4% CLASS 1 - 98% PC-1 - 21,280SF - 97% GLASS - 224 SF - 1% CLASS 2 - 2% FBC-1 - 296 SF - 1% ACM-1 - 138 SF - 1% CLASS 1 - 89% PC-1 - 14,437 SF - 67% GLASS - 4,248 SF - 22% CLASS 2 - 11% FBC-1 - 1,213 SF - 7% ACM-1 - 675 SF - 4% PRECAST CONCRETE WALL PANELS WITH STUCCO TEXTURE - PAINTED WOOD-LOOK FIBER CEMENT RAINSCREEN. NICHIHA OR APPROVED ALTERNATE ALUMINUM COMPOSITE MATERIAL PANEL - ALUCOBOND OR SIMILAR - COLOR: CHARCOAL GREY PC-1 FBC-1 ACM-1 EXTERIOR MATERIALS LEGEND PC-1 This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.SHEET NUMBER 2018 KIMLEY-HORN AND ASSOCIATES, INC.767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY-HORN.COMK:\TWC_LDEV\Scannell\brooklyn center - sears\3 Design\CAD\plansheets\C0-COVER SHEET.dwg May 24, 2022 - 4:59pmBYREVISIONSNo.DATEPRELIMINARY - NOT FOR CONSTRUCTIONPREPARED FORCOVER SHEETC000NORTH 100 BUSINESSPARKSCANNELL PROPERTIESBROOKLYNCENTERMNDATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION ANDTHAT I AM A DULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THE STATE OFMINNESOTA.MNLIC. NO.BRIAN M. WURDEMAN05/24/202253113DATECHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECT16084602105/24/2022AS SHOWNRAVRAVBMWNORTH VICINITY N.T.S. SITE BROOKLYN CENTER, HENNEPIN COUNTY, MN 1.CONTRACTOR SHALL CONFIRM THAT THE EXISTING CONDITIONS FOR THE SITE MATCH WHAT IS SHOWN ON THE DRAWINGS INCLUDED PRIOR TO CONSTRUCTION. 2.IF REPRODUCED, THE SCALES SHOWN ON THESE PLANS ARE BASED ON A ANSI full bleed D (34.00 x 22.00 Inches) SHEET. 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. NOTES: GEOTECHNICAL ENGINEER BRAUN INTERTEC CORPORATION 11001 HAMPSHIRE AVENUE SOUTH MINNEAPOLIS, MN 55438 TELEPHONE: (952) 995-2000 FAX: (952) 995-2020 CONTACT: STEVEN B. MARTIN, PE PROJECT TEAM: SURVEYOR SUNDE LAND SURVEYING 9001 EAST BLOOMINGTON FREEWAY 35W, SUITE 118 BLOOMINGTON, MN 55420 TELEPHONE: (952) 881-2455 FAX: (952) 888-9526 CONTACT: SUE TARASAR ENGINEER KIMLEY-HORN AND ASSOCIATES, INC. PREPARED BY: BRIAN M. WURDEMAN 767 EUSTIS STREET, SUITE 100 ST. PAUL, MN 55114 TELEPHONE (651) 645-4197 OWNER / DEVELOPER SCANNELL PROPERTIES 294 GROVE LANE, SUITE 140 WAYZATA, MN 55391 TELEPHONE: (763) 331-8851 CONTACT: DAN SALZER NORTH 100 BUSINESS PARK SECTION 3, TOWNSHIP 118N, RANGE 21W FOR SITE DEVELOPMENT PLANS Know what'sbelow. before you dig.Call ARCHITECT MOHAGEN HANSEN 1000 TWOLVE OAKS CENTER DRIVE SUITE 200 WAYZATA, MN 55391 TELEPHONE: (952) 426-7470 FAX: (952) 426-7440 CONTACT: STEPHEN PAETZEL SITE BENCHMARKS: (LOCATIONS SHOWN ON SURVEY) SBM #1 TOP OF TOP NUT OF FIRE HYDRANT IN CURB ISLAND NEAR NORTHWEST CORNER OF BUILDING. ELEVATION=854.40 FT SBM #2 TOP OF TOP NUT OF FIRE HYDRANT IN CURB ISLAND 115+/- FEET SOUTHEAST OF NORTHEAST CORNER OF OLD SEARS AUTO BUILDING. ELEVATION=854.70 FT SBM #3 TOP OF TOP NUT OF FIRE HYDRANT IN CURB ISLAND NEAR SOUTHWEST CORNER OF BUILDING ELEVATION=854.65 FT BENCHMARKS LANDSCAPE ARCHITECT KIMLEY-HORN AND ASSOCIATES, INC. PREPARED BY: RYAN HYLLESTED 767 EUSTIS STREET, SUITE 100 ST. PAUL, MN 55114 TELEPHONE (651) 645-4197 XERXES AVE NMN-1 0 0BROOKLYN BLVDBASS LAKE RD Sheet List Table Sheet Number Sheet Title C000 COVER SHEET C100 GENERAL NOTES C101 SWPPP C102 PRELIMINARY PLAT C200 OVERALL DEMO PLAN C201 DEMO PLAN C202 DEMO PLAN C300 OVERALL SITE PLAN C301 SITE PLAN C302 SITE PLAN C303 SITE DETAILS C400 OVERALL GRADING PLAN C401 GRADING PLAN C402 GRADING PLAN C403 GRADING DETAILS C500 OVERALL UTILITY PLAN C501 UTILITY PLAN C502 UTILITY PLAN C603 UTILITY DETAILS C604 UTILITY DETAILS L100 OVERALL LANDSCAPE PLAN L101 LANDSCAPE PLAN L102 LANDSCAPE PLAN L103 LANDSCAPE DETAILS L104 LANDSCAPE DETAILS This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.SHEET NUMBER 2018 KIMLEY-HORN AND ASSOCIATES, INC.767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY-HORN.COMK:\TWC_LDEV\Scannell\brooklyn center - sears\3 Design\CAD\plansheets\C1-GENERAL NOTES.dwg May 24, 2022 - 4:59pmBYREVISIONSNo.DATEPRELIMINARY - NOT FOR CONSTRUCTIONPREPARED FORGENERAL NOTESC100NORTH 100BUSINESS PARKSCANNELL PROPERTIESBROOKLYNCENTERMNDATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION ANDTHAT I AM A DULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THE STATE OFMINNESOTA.MNLIC. NO.BRIAN M. WURDEMAN05/24/202253113DATECHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECT16084602105/24/2022AS SHOWNRAVRAVBMWGENERAL CONSTRUCTION NOTES 1.THE CONTRACTOR AND SUBCONTRACTORS SHALL OBTAIN A COPY OF THE MN DEPARTMENT OF TRANSPORTATION "STANDARD SPECIFICATIONS FOR CONSTRUCTION" (LATEST EDITION) AND BECOME FAMILIAR WITH THE CONTENTS PRIOR TO COMMENCING WORK, AND, UNLESS OTHERWISE NOTED, ALL WORK SHALL CONFORM AS APPLICABLE TO THESE STANDARDS AND SPECIFICATIONS. 2.THE CONTRACTOR SHALL BE RESPONSIBLE FOR FURNISHING ALL MATERIAL AND LABOR TO CONSTRUCT THE FACILITY AS SHOWN AND DESCRIBED IN THE CONSTRUCTION DOCUMENTS IN ACCORDANCE WITH THE APPROPRIATE APPROVING AUTHORITIES, SPECIFICATIONS AND REQUIREMENTS. CONTRACTOR SHALL CLEAR AND GRUB ALL AREAS UNLESS OTHERWISE INDICATED, REMOVING TREES, STUMPS, ROOTS, MUCK, EXISTING PAVEMENT AND ALL OTHER DELETERIOUS MATERIAL. 3.THE EXISTING SUBSURFACE UTILITY INFORMATION IN THIS PLAN IS QUALITY LEVEL "D" UNLESS OTHERWISE NOTED. THIS QUALITY LEVEL WAS DETERMINED ACCORDING TO THE GUIDELINES OF CI/ACSE 38/02, ENTITLED STANDARD GUIDELINES FOR THE COLLECTION AND DEPICTION OF SUBSURFACE QUALITY DATA BY THE FHA. EXISTING UTILITIES SHOWN ARE LOCATED ACCORDING TO THE INFORMATION AVAILABLE TO THE ENGINEER AT THE TIME OF THE TOPOGRAPHIC SURVEY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR THE ENGINEER. GUARANTEE IS NOT MADE THAT ALL EXISTING UNDERGROUND UTILITIES ARE SHOWN OR THAT THE LOCATION OF THOSE SHOWN ARE ENTIRELY ACCURATE. FINDING THE ACTUAL LOCATION OF ANY EXISTING UTILITIES IS THE CONTRACTOR'S RESPONSIBILITY AND SHALL BE DONE BEFORE COMMENCING ANY WORK IN THE VICINITY. FURTHERMORE, THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES DUE TO THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. THE OWNER OR ENGINEER WILL ASSUME NO LIABILITY FOR ANY DAMAGES SUSTAINED OR COST INCURRED BECAUSE OF THE OPERATIONS IN THE VICINITY OF EXISTING UTILITIES OR STRUCTURES, NOR FOR TEMPORARY BRACING AND SHORING OF SAME. IF IT IS NECESSARY TO SHORE, BRACE, SWING OR RELOCATE A UTILITY, THE UTILITY COMPANY OR DEPARTMENT AFFECTED SHALL BE CONTACTED AND THEIR PERMISSION OBTAINED REGARDING THE METHOD TO USE FOR SUCH WORK. 4.IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE VARIOUS UTILITY COMPANIES WHICH MAY HAVE BURIED OR AERIAL UTILITIES WITHIN OR NEAR THE CONSTRUCTION AREA BEFORE COMMENCING WORK. THE CONTRACTOR SHALL PROVIDE 48 HOURS MINIMUM NOTICE TO ALL UTILITY COMPANIES PRIOR TO BEGINNING CONSTRUCTION. 5.THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL REQUIRED CONSTRUCTION PERMITS AND BONDS IF REQUIRED PRIOR TO CONSTRUCTION. 6.THE CONTRACTOR SHALL HAVE AVAILABLE AT THE JOB SITE AT ALL TIMES ONE COPY OF THE CONSTRUCTION DOCUMENTS INCLUDING PLANS, SPECIFICATIONS, GEOTECHNICAL REPORT AND SPECIAL CONDITIONS AND COPIES OF ANY REQUIRED CONSTRUCTION PERMITS. 7.ANY DISCREPANCIES ON THE DRAWINGS SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE OWNER AND ENGINEER BEFORE COMMENCING WORK. NO FIELD CHANGES OR DEVIATIONS FROM DESIGN ARE TO BE MADE WITHOUT PRIOR APPROVAL OF THE OWNER AND NOTIFICATION TO THE ENGINEER. 8.ALL COPIES OF COMPACTION, CONCRETE AND OTHER REQUIRED TEST RESULTS ARE TO BE SENT TO THE OWNER DIRECTLY FROM THE TESTING AGENCY. 9.THE CONTRACTOR SHALL BE RESPONSIBLE FOR DOCUMENTING AND MAINTAINING AS-BUILT INFORMATION WHICH SHALL BE RECORDED AS CONSTRUCTION PROGRESSES OR AT THE COMPLETION OF APPROPRIATE CONSTRUCTION INTERVALS AND SHALL BE RESPONSIBLE FOR PROVIDING AS-BUILT DRAWINGS TO THE OWNER FOR THE PURPOSE OF CERTIFICATION TO JURISDICTIONAL AGENCIES AS REQUIRED. ALL AS-BUILT DATA SHALL BE COLLECTED BY A STATE OF MN PROFESSIONAL LAND SURVEYOR WHOSE SERVICES ARE ENGAGED BY THE CONTRACTOR. 10.ANY WELLS DISCOVERED ON SITE THAT WILL HAVE NO USE MUST BE PLUGGED BY A LICENSED WELL DRILLING CONTRACTOR IN A MANNER APPROVED BY ALL JURISDICTIONAL AGENCIES. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ANY WELL ABANDONMENT PERMITS REQUIRED. 11.ANY WELL DISCOVERED DURING EARTH MOVING OR EXCAVATION SHALL BE REPORTED TO THE APPROPRIATE JURISDICTIONAL AGENCIES WITHIN 24 HOURS AFTER DISCOVERY IS MADE. 12.THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THAT THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS DO NOT CONFLICT WITH ANY KNOWN EXISTING OR OTHER PROPOSED IMPROVEMENTS. IF ANY CONFLICTS ARE DISCOVERED, THE CONTRACTOR SHALL NOTIFY THE OWNER PRIOR TO INSTALLATION OF ANY PORTION OF THE SITE WORK THAT WOULD BE AFFECTED. FAILURE TO NOTIFY OWNER OF AN IDENTIFIABLE CONFLICT PRIOR TO PROCEEDING WITH INSTALLATION RELIEVES OWNER OF ANY OBLIGATION TO PAY FOR A RELATED CHANGE ORDER. 13.SHOULD CONTRACTOR ENCOUNTER ANY DEBRIS LADEN SOIL, STRUCTURES NOT IDENTIFIED IN THE DOCUMENTS, OR OTHER SOURCE OF POTENTIAL CONTAMINATION, THEY SHALL IMMEDIATELY CONTACT THE ENGINEER AND OWNER. TYPICAL OWNER/ENGINEER OBSERVATIONS CONTRACTOR SHALL NOTIFY OWNER AND/OR ENGINEER 48 HOURS IN ADVANCE OF THE FOLLOWING ACTIVITIES: - PRE-CONSTRUCTION MEETING, SUBGRADE PREPARATION, BASE INSTALLATION ASPHALT INSTALLATION, UNDERGROUND PIPING AND UTILITIES INSTALLATION, INSTALLATION OF STRUCTURES, CHECK VALVES, HYDRANTS, METERS, ETC., SIDEWALK INSTALLATION, CONNECTIONS TO WATER AND SEWER MAINS, TESTS OF UTILITIES 3RD PARTY TEST REPORTS REQ'D TEST REPORTS REQUIRED FOR CLOSE OUT INCLUDE, BUT ARE NOT LIMITED TO: - DENSITY TEST REPORTS - BACTERIOLOGICAL TESTS OF WATER SYSTEM - PRESSURE TEST OF WATER/SEWER - LEAK TESTS ON SEWER SYSTEM AND GREASE TRAPS - ANY OTHER TESTING REQUIRED BY THE AGENCY/MUNICIPALITY WATER STORM SEWER & SANITARY SEWER NOTES 1.THE CONTRACTOR SHALL CONSTRUCT GRAVITY SEWER LATERALS, MANHOLES, GRAVITY SEWER LINES, AND DOMESTIC WATER AND FIRE PROTECTION SYSTEM AS SHOWN ON THESE PLANS. THE CONTRACTOR SHALL FURNISH ALL NECESSARY MATERIALS, EQUIPMENT, MACHINERY, TOOLS, MEANS OF TRANSPORTATION AND LABOR NECESSARY TO COMPLETE THE WORK IN FULL AND COMPLETE ACCORDANCE WITH THE SHOWN, DESCRIBED AND REASONABLY INTENDED REQUIREMENTS OF THE CONTRACT DOCUMENTS AND JURISDICTIONAL AGENCY REQUIREMENTS. IN THE EVENT THAT THE CONTRACT DOCUMENTS AND THE JURISDICTIONAL AGENCY REQUIREMENTS ARE NOT IN AGREEMENT, THE MOST STRINGENT SHALL GOVERN. 2.ALL EXISTING UNDERGROUND UTILITY LOCATIONS SHOWN ARE APPROXIMATE. THE CONTRACTOR SHALL COMPLY WITH ALL REQUIREMENTS FOR UTILITY LOCATION AND COORDINATION IN ACCORDANCE WITH THE NOTES CONTAINED IN THE GENERAL CONSTRUCTION SECTION OF THIS SHEET. 3.THE CONTRACTOR SHALL RESTORE ALL DISTURBED VEGETATION IN KIND, UNLESS SHOWN OTHERWISE. 4.DEFLECTION OF PIPE JOINTS AND CURVATURE OF PIPE SHALL NOT EXCEED THE MANUFACTURER'S SPECIFICATIONS. SECURELY CLOSE ALL OPEN ENDS OF PIPE AND FITTINGS WITH A WATERTIGHT PLUG WHEN WORK IS NOT IN PROGRESS. THE INTERIOR OF ALL PIPES SHALL BE CLEAN AND JOINT SURFACES WIPED CLEAN AND DRY AFTER THE PIPE HAS BEEN LOWERED INTO THE TRENCH. VALVES SHALL BE PLUMB AND LOCATED ACCORDING TO THE PLANS. 5.ALL PIPE AND FITTINGS SHALL BE CAREFULLY STORED FOLLOWING MANUFACTURER'S RECOMMENDATIONS. CARE SHALL BE TAKEN TO AVOID DAMAGE TO THE COATING OR LINING IN ANY D.I. PIPE FITTINGS. ANY PIPE OR FITTING WHICH IS DAMAGED OR WHICH HAS FLAWS OR IMPERFECTIONS WHICH, IN THE OPINION OF THE ENGINEER OR OWNER, RENDERS IT UNFIT FOR USE, SHALL NOT BE USED. ANY PIPE NOT SATISFACTORY FOR USE SHALL BE CLEARLY MARKED AND IMMEDIATELY REMOVED FROM THE JOB SITE, AND SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE. 6.WATER FOR FIRE FIGHTING SHALL BE MADE AVAILABLE FOR USE BY THE CONTRACTOR PRIOR TO COMBUSTIBLES BEING BROUGHT ON SITE. 7.ALL UTILITY AND STORM DRAIN TRENCHES LOCATED UNDER AREAS TO RECEIVE PAVING SHALL BE COMPLETELY BACK FILLED IN ACCORDANCE WITH THE GOVERNING JURISDICTIONAL AGENCY'S SPECIFICATIONS. IN THE EVENT THAT THE CONTRACT DOCUMENTS AND THE JURISDICTIONAL AGENCY REQUIREMENTS ARE NOT IN AGREEMENT, THE MOST STRINGENT SHALL GOVERN. 8.UNDERGROUND LINES SHALL BE SURVEYED BY A STATE OF MN PROFESSIONAL LAND SURVEYOR PRIOR TO BACK FILLING. 9.CONTRACTOR SHALL PERFORM, AT HIS OWN EXPENSE, ANY AND ALL TESTS REQUIRED BY THE SPECIFICATIONS AND/OR ANY AGENCY HAVING JURISDICTION. THESE TESTS MAY INCLUDE, BUT MAY NOT BE LIMITED TO, INFILTRATION AND EXFILTRATION, TELEVISION INSPECTION AND A MANDREL TEST ON GRAVITY SEWER. A COPY OF THE TEST RESULTS SHALL BE PROVIDED TO THE UTILITY PROVIDER, OWNER AND JURISDICTIONAL AGENCY AS REQUIRED. 10.CONTRACTOR SHALL PROVIDE FOR A MINIMUM HORIZONTAL CLEARANCE OF 10' AND A VERTICAL CLEARANCE OF 18" BETWEEN WATER AND SANITARY SEWER MANHOLES AND LINES. 11.IF ANY EXISTING STRUCTURES TO REMAIN ARE DAMAGED DURING CONSTRUCTION IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO REPAIR AND/OR REPLACE THE EXISTING STRUCTURE AS NECESSARY TO RETURN IT TO EXISTING CONDITIONS OR BETTER. 12.ALL STORM PIPE ENTERING STRUCTURES SHALL BE GROUTED TO ASSURE CONNECTION AT STRUCTURE IS WATERTIGHT UNLESS OTHERWISE STATED BY CITY AND STATE DESIGN STANDARDS AND SPECIFICATIONS. 13.UNLESS OTHERWISE STATED IN CITY AND STATE DESIGN STANDARDS AND SPECIFICATIONS, ALL STORM SEWER MANHOLES IN PAVED AREAS SHALL BE FLUSH WITH PAVEMENT, AND SHALL HAVE TRAFFIC BEARING RING & COVERS. MANHOLES IN UNPAVED AREAS SHALL BE 6" ABOVE FINISH GRADE. LIDS SHALL BE LABELED "STORM SEWER". EXISTING CASTINGS AND STRUCTURES WITHIN PROJECT LIMITS SHALL BE ADJUSTED TO MEET THESE CONDITIONS AND THE PROPOSED FINISHED GRADE. 14.TOPOGRAPHIC INFORMATION IS TAKEN FROM A TOPOGRAPHIC SURVEY BY LAND SURVEYORS. IF THE CONTRACTOR DOES NOT ACCEPT EXISTING TOPOGRAPHY AS SHOWN ON THE PLANS, WITHOUT EXCEPTION, THEN THE CONTRACTOR SHALL SUPPLY, AT THEIR EXPENSE, A TOPOGRAPHIC SURVEY BY A REGISTERED LAND SURVEYOR TO THE OWNER FOR REVIEW. 15.CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE GOVERNING CODES AND BE CONSTRUCTED TO SAME. 16.ALL STORM STRUCTURES SHALL HAVE A SMOOTH UNIFORM POURED MORTAR FROM INVERT IN TO INVERT OUT. 17.ROOF DRAINS SHALL BE CONNECTED TO STORM SEWER BY PREFABRICATED WYES OR AT STORM STRUCTURES. ROOF DRAINS AND TRUCK WELL DRAIN SHALL RUN AT A MINIMUM 1% SLOPE, UNLESS NOTED OTHERWISE, AND TIE IN AT THE CENTERLINE OF THE STORM MAIN. 18.ALL ROOF AND SANITARY SEWER DRAINS SHALL BE INSULATED IF 7' OF COVER CANNOT BE PROVIDED. 19.THE CONTRACTOR SHALL PROTECT EXISTING UNDERGROUND UTILITIES AND APPURTENANCES THAT ARE TO REMAIN FROM DAMAGE DURING CONSTRUCTION OPERATIONS. 20.THE LOCATION OF EXISTING UTILITIES, STORM DRAINAGE STRUCTURES AND OTHER ABOVE AND BELOW-GRADE IMPROVEMENTS ARE APPROXIMATE AS SHOWN. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE EXACT LOCATION, SIZE AND INVERT ELEVATIONS OF EACH PRIOR TO THE START OF CONSTRUCTION. 21.A MINIMUM OF 5' SEPARATION IS REQUIRED BETWEEN UTILITIES AND TREES UNLESS A ROOT BARRIER IS UTILIZED. 22.GAS, PHONE AND ELECTRIC SERVICES SHOWN FOR INFORMATIONAL PURPOSES ONLY. DRY UTILITY COMPANIES MAY ALTER THE DESIGN LAYOUT DURING THEIR REVIEW. CONTRACTOR TO COORDINATE FINAL DESIGN AND INSTALLATION WITH UTILITY COMPANIES. 23.COORDINATE UTILITY INSTALLATION WITH IRRIGATION DESIGN AND INSTALLATION. 24.ALL DIMENSIONS ARE TO FLOW LINE OF CURB UNLESS OTHERWISE NOTED. PERIMETER WALL DIMENSIONS ARE TO INSIDE WALL FACE. REFERENCE ARCHITECTURAL PLANS FOR EXACT WALL WIDTH AND SPECIFICATIONS. 25.REFERENCE ARCHITECTURAL PLANS (BY OTHERS). FOR EXACT BUILDING DIMENSIONS, AND MATERIALS SPECIFICATIONS. 26.REFERENCE M.E.P. PLANS (BY OTHERS) FOR MECHANICAL EQUIPMENT DIMENSIONS AND SPECIFICATIONS. 27.CONTRACTOR SHALL REFERENCE STRUCTURAL PLANS (BY OTHERS) FOR MECHANICAL EQUIPMENT DIMENSIONS AND PAD PREPARATION SPECIFICATIONS. 28.CONTRACTOR SHALL REFERENCE M.E.P PLANS (BY OTHERS) FOR LIGHT POLE WIRING. GRADING AND DRAINAGE NOTES 1.GENERAL CONTRACTOR AND ALL SUBCONTRACTORS SHALL VERIFY THE SUITABILITY OF ALL EXISTING AND PROPOSED SITE CONDITIONS INCLUDING GRADES AND DIMENSIONS BEFORE START OF CONSTRUCTION. THE ENGINEER SHALL BE NOTIFIED IMMEDIATELY OF ANY DISCREPANCIES. 2.THE CONTRACTOR SHALL GRADE THE SITE TO THE ELEVATIONS INDICATED AND SHALL ADJUST BMP'S AS NECESSARY AND REGRADE WASHOUTS WHERE THEY OCCUR AFTER EVERY RAINFALL UNTIL A GRASS STAND IS WELL ESTABLISHED OR ADEQUATE STABILIZATION OCCURS. 3.CONTRACTOR SHALL ENSURE THERE IS POSITIVE DRAINAGE FROM THE PROPOSED BUILDINGS SO THAT SURFACE RUNOFF WILL DRAIN BY GRAVITY TO NEW OR EXISTING DRAINAGE OUTLETS. CONTRACTOR SHALL ENSURE NO PONDING OCCURS IN PAVED AREAS AND SHALL NOTIFY ENGINEER IF ANY GRADING DISCREPANCIES ARE FOUND IN THE EXISTING AND PROPOSED GRADES PRIOR TO PLACEMENT OF PAVEMENT OR UTILITIES. 4.CONTRACTOR SHALL PROTECT ALL MANHOLE COVERS, VALVE COVERS, VAULT LIDS, FIRE HYDRANTS, POWER POLES, GUY WIRES, AND TELEPHONE BOXES THAT ARE TO REMAIN IN PLACE AND UNDISTURBED DURING CONSTRUCTION. EXISTING CASTINGS AND STRUCTURES TO REMAIN SHALL BE ADJUSTED TO MATCH THE PROPOSED FINISHED GRADES. 5.BACKFILL FOR UTILITY LINES SHALL BE PLACED PER DETAILS, STANDARDS, AND SPECIFICATIONS SO THAT THE UTILITY WILL BE STABLE. WHERE UTILITY LINES CROSS THE PARKING LOT, THE TOP 6 INCHES SHALL BE COMPACTED SIMILARLY TO THE REMAINDER OF THE LOT. UTILITY DITCHES SHALL BE VISUALLY INSPECTED DURING THE EXCAVATION PROCESS TO ENSURE THAT UNDESIRABLE FILL IS NOT USED. 6.CONTRACTOR IS RESPONSIBLE FOR THE REMOVAL AND REPLACEMENT OF 4" OF TOPSOIL AT COMPLETION OF WORK. ALL UNPAVED AREAS IN EXISTING RIGHTS-OF-WAY DISTURBED BY CONSTRUCTION SHALL BE REGRADED AND SODDED. 7.AFTER PLACEMENT OF SUBGRADE AND PRIOR TO PLACEMENT OF PAVEMENT, CONTRACTOR SHALL TEST AND OBSERVE PAVEMENT AREAS FOR EVIDENCE OF PONDING. ALL AREAS SHALL ADEQUATELY DRAIN TOWARDS THE INTENDED STRUCTURE TO CONVEY STORM RUNOFF. CONTRACTOR SHALL IMMEDIATELY NOTIFY OWNER AND ENGINEER IF ANY DISCREPANCIES ARE DISCOVERED. 8.WHERE EXISTING PAVEMENT IS INDICATED TO BE REMOVED AND REPLACED, THE CONTRACTOR SHALL SAW CUT FULL DEPTH FOR A SMOOTH AND STRAIGHT JOINT AND REPLACE THE PAVEMENT WITH THE SAME TYPE AND DEPTH OF MATERIAL AS EXISTING OR AS INDICATED. 9.THE CONTRACTOR SHALL INSTALL PROTECTION OVER ALL DRAINAGE STRUCTURES FOR THE DURATION OF CONSTRUCTION AND UNTIL ACCEPTANCE OF THE PROJECT BY THE OWNER. ALL DRAINAGE STRUCTURES SHALL BE CLEANED OF DEBRIS AS REQUIRED DURING AND AT THE END OF CONSTRUCTION TO PROVIDE POSITIVE DRAINAGE FLOWS. 10.IF DEWATERING IS REQUIRED, THE CONTRACTOR SHALL OBTAIN ANY APPLICABLE REQUIRED PERMITS. THE CONTRACTOR IS TO COORDINATE WITH THE OWNER AND THE DESIGN ENGINEER PRIOR TO ANY EXCAVATION. 11.FIELD DENSITY TESTS SHALL BE TAKEN AT INTERVALS IN ACCORDANCE WITH THE LOCAL JURISDICTIONAL AGENCY OR TO MN/DOT STANDARDS. IN THE EVENT THAT THE CONTRACT DOCUMENTS AND THE JURISDICTIONAL AGENCY REQUIREMENTS ARE NOT IN AGREEMENT, THE MOST STRINGENT SHALL GOVERN. 12.ALL SLOPES AND AREAS DISTURBED BY CONSTRUCTION SHALL BE GRADED AS PER PLANS. THE AREAS SHALL THEN BE SODDED OR SEEDED AS SPECIFIED IN THE PLANS, FERTILIZED, MULCHED, WATERED AND MAINTAINED UNTIL HARDY GRASS GROWTH IS ESTABLISHED IN ALL AREAS. ANY AREAS DISTURBED FOR ANY REASON PRIOR TO FINAL ACCEPTANCE OF THE JOB SHALL BE CORRECTED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. ALL EARTHEN AREAS WILL BE SODDED OR SEEDED AND MULCHED AS SHOWN ON THE LANDSCAPING PLAN. 13.THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CONTROL OF DUST AND DIRT RISING AND SCATTERING IN THE AIR DURING CONSTRUCTION AND SHALL PROVIDE WATER SPRINKLING OR OTHER SUITABLE METHODS OF CONTROL. THE CONTRACTOR SHALL COMPLY WITH ALL GOVERNING REGULATIONS PERTAINING TO ENVIRONMENTAL PROTECTION. 14.SOD, WHERE CALLED FOR, MUST BE INSTALLED AND MAINTAINED ON EXPOSED SLOPES WITHIN 48 HOURS OF COMPLETING FINAL GRADING, AND AT ANY OTHER TIME AS NECESSARY, TO PREVENT EROSION, SEDIMENTATION OR TURBID DISCHARGES. 15.THE CONTRACTOR SHALL ENSURE THAT LANDSCAPE ISLAND PLANTING AREAS AND OTHER PLANTING AREAS ARE NOT COMPACTED AND DO NOT CONTAIN ROAD BASE MATERIALS. THE CONTRACTOR SHALL ALSO EXCAVATE AND REMOVE ALL UNDESIRABLE MATERIAL FROM ALL AREAS ON THE SITE TO BE PLANTED AND PROPERLY DISPOSED OF IN A LEGAL MANNER. 16.THE CONTRACTOR SHALL INSTALL ALL UNDERGROUND STORM WATER PIPING PER MANUFACTURER'S RECOMMENDATIONS AND MN/DOT SPECIFICATION. 17.ALL CONCRETE/ASPHALT SHALL BE INSTALLED PER GEOTECH REPORT, CITY OF BROOKLYN CENTER AND MN/DOT SPECIFICATIONS. 18.SPOT ELEVATIONS ARE TO FLOWLINE OF CURB UNLESS OTHERWISE NOTED. 19.LIMITS OF CONSTRUCTION ARE TO THE PROPERTY LINE UNLESS OTHERWISE SPECIFIED ON THE PLAN. 20.IMMEDIATELY REPORT TO THE OWNER ANY DISCREPANCIES FOUND BETWEEN ACTUAL FIELD CONDITIONS AND CONSTRUCTION DOCUMENTS. 21.THE CONTRACTOR IS RESPONSIBLE FOR LOCATING AND PROTECTING EXISTING UTILITIES, AND SHALL REPAIR ALL DAMAGE TO EXISTING UTILITIES THAT OCCUR DURING CONSTRUCTION WITHOUT COMPENSATION. 22.BLEND NEW EARTHWORK SMOOTHLY TO TRANSITION BACK TO EXISTING GRADE. 23.ALL PROPOSED GRADES ONSITE SHALL BE 3:1 OR FLATTER UNLESS OTHERWISE INDICATED ON THE PLANS. ANY SLOPES STEEPER THAN 4:1 REQUIRE EROSION AND SEDIMENT CONTROL BLANKET. 24.ADHERE TO ALL TERMS AND CONDITIONS AS NECESSARY IN THE GENERAL N.P.D.E.S. PERMIT AND STORMWATER POLLUTION PREVENTION PLAN FOR STORMWATER DISCHARGE ASSOCIATED WITH CONSTRUCTION ACTIVITIES. 25.ADJUST AND/OR CUT EXISTING PAVEMENT AS NECESSARY TO ASSURE A SMOOTH FIT AND CONTINUOUS GRADE. 26.CONTRACTOR SHALL ENSURE MINIMUM GRADES ARE MET WITHIN PAVED AREAS, 1.2% FOR ASPHALT PAVING AND 0.6% FOR CONCRETE PAVING. EROSION CONTROL NOTES 1.THE STORM WATER POLLUTION PREVENTION PLAN ("SWPPP") IS COMPRISED OF THE EROSION CONTROL PLAN, THE STANDARD DETAILS, THE PLAN NARRATIVE, ATTACHMENTS INCLUDED IN THE SPECIFICATIONS OF THE SWPPP, PLUS THE PERMIT AND ALL SUBSEQUENT REPORTS AND RELATED DOCUMENTS. 2.ALL CONTRACTORS AND SUBCONTRACTORS INVOLVED WITH STORM WATER POLLUTION PREVENTION SHALL OBTAIN A COPY OF THE STORM WATER POLLUTION PREVENTION PLAN AND THE STATE OF MN NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM GENERAL PERMIT (NPDES PERMIT) AND BECOME FAMILIAR WITH THEIR CONTENTS. 3.BEST MANAGEMENT PRACTICES (BMP'S) AND CONTROLS SHALL CONFORM TO FEDERAL, STATE, OR LOCAL REQUIREMENTS OR MANUAL OF PRACTICE, AS APPLICABLE. THE CONTRACTOR SHALL IMPLEMENT ADDITIONAL CONTROLS AS DIRECTED BY THE PERMITTING AGENCY OR OWNER. 4.SITE ENTRY AND EXIT LOCATIONS SHALL BE MAINTAINED IN A CONDITION THAT WILL PREVENT THE TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC ROADWAYS. ALL SEDIMENT SPILLED, DROPPED, WASHED, OR TRACKED ON A PUBLIC ROADWAY MUST BE REMOVED IMMEDIATELY. WHEN WASHING IS REQUIRED TO REMOVE SEDIMENT PRIOR TO ENTRANCE ONTO A PUBLIC ROADWAY, IT SHALL BE DONE IN AN AREA STABILIZED WITH CRUSHED STONE WHICH DRAINS INTO AN APPROVED SEDIMENT BASIN. ALL FINES IMPOSED FOR DISCHARGING SEDIMENT ONTO PUBLIC AREAS SHALL BE PAID BY THE CONTRACTOR. 5.TEMPORARY SEEDING OR OTHER APPROVED METHODS OF STABILIZATION SHALL BE INITIATED WITHIN 7 DAYS OF THE LAST DISTURBANCE ON ANY AREA OF THE SITE. 6.THE CONTRACTOR SHALL MINIMIZE CLEARING TO THE MAXIMUM EXTENT PRACTICAL OR AS REQUIRED BY THE GENERAL PERMIT. 7.CONTRACTOR SHALL DENOTE ON PLAN THE TEMPORARY PARKING AND STORAGE AREA WHICH SHALL ALSO BE USED AS THE EQUIPMENT MAINTENANCE AND CLEANING AREA, EMPLOYEE PARKING AREA, AND AREA FOR LOCATING PORTABLE FACILITIES, OFFICE TRAILERS, AND TOILET FACILITIES. 8.ALL WASH WATER (CONCRETE TRUCKS, VEHICLE CLEANING, EQUIPMENT CLEANING, ETC.) SHALL BE DETAINED AND PROPERLY TREATED OR DISPOSED. 9.SUFFICIENT OIL AND GREASE ABSORBING MATERIALS AND FLOTATION BOOMS SHALL BE MAINTAINED ON SITE OR READILY AVAILABLE TO CONTAIN AND CLEAN-UP FUEL OR CHEMICAL SPILLS AND LEAKS. 10.THE CONTRACTOR SHALL BE RESPONSIBLE FOR DUST CONTROL ON SITE. THE USE OF MOTOR OILS AND OTHER PETROLEUM BASED OR TOXIC LIQUIDS FOR DUST SUPPRESSION OPERATIONS IS PROHIBITED. 11.RUBBISH, TRASH, GARBAGE, LITTER, OR OTHER SUCH MATERIALS SHALL BE DEPOSITED INTO SEALED CONTAINERS. MATERIALS SHALL BE PREVENTED FROM LEAVING THE PREMISES THROUGH THE ACTION OF WIND OR STORM WATER DISCHARGE INTO DRAINAGE DITCHES OR WATERS OF THE STATE. 12.ALL STORM WATER POLLUTION PREVENTION MEASURES PRESENTED ON THE PLAN SHALL BE INITIATED AS SOON AS IS PRACTICABLE. 13.ALL STAGING AREAS, STOCKPILES, SPOILS, ETC. SHALL BE LOCATED SUCH THAT THEY WILL NOT ADVERSELY AFFECT STORM WATER QUALITY. OTHERWISE, COVERING OR ENCIRCLING THESE AREAS WITH SOME PROTECTIVE MEASURE WILL BE NECESSARY. 14.CONTRACTOR SHALL BE RESPONSIBLE FOR RE-ESTABLISHING ANY EROSION CONTROL DEVICE WHICH THEY DISTURB. EACH CONTRACTOR SHALL NOTIFY THE OWNER'S REPRESENTATIVE OF ANY DEFICIENCIES IN THE ESTABLISHED EROSION CONTROL MEASURES THAT MAY LEAD TO UNAUTHORIZED DISCHARGE OR STORM WATER POLLUTION, SEDIMENTATION, OR OTHER POLLUTANTS. UNAUTHORIZED POLLUTANTS INCLUDE (BUT ARE NOT LIMITED TO) EXCESS CONCRETE DUMPING OR CONCRETE RESIDUE, PAINTS, SOLVENTS, GREASES, FUEL AND LUBRICANT OIL, PESTICIDES, AND ANY SOLID WASTE MATERIALS. 15.EROSION CONTROL DEVICES SHOWN ON THESE PLANS SHALL BE INSTALLED PRIOR TO THE START OF LAND-DISTURBING ACTIVITIES ON THE PROJECT. 16.ALL EROSION CONTROL DEVICES ARE TO BE INSTALLED IN ACCORDANCE WITH THE APPROVED PLANS AND SPECIFICATIONS FOR THIS PROJECT. CHANGES ARE TO BE APPROVED BEFORE CONSTRUCTION BY THE DESIGN ENGINEER AND THE CITY OF BROOKLYN CENTER ENGINEERING DIVISION. 17.IF THE EROSION CONTROL PLAN AS APPROVED CANNOT CONTROL EROSION AND OFF-SITE SEDIMENTATION FROM THE PROJECT, THE EROSION CONTROL PLAN WILL HAVE TO BE REVISED AND/OR ADDITIONAL EROSION CONTROL DEVICES WILL BE REQUIRED ON SITE. ANY REVISIONS TO THE EROSION CONTROL PLAN MADE BY THE CONTRACTOR MUST BE APPROVED BY THE ENGINEER. EROSION CONTROL MAINTENANCE ALL MEASURES STATED ON THE EROSION AND SEDIMENT CONTROL PLAN, AND IN THE STORM WATER POLLUTION PREVENTION PLAN, SHALL BE MAINTAINED IN FULLY FUNCTIONAL CONDITION AS REQUIRED BY ALL JURISDICTIONS UNTIL NO LONGER REQUIRED FOR A COMPLETED PHASE OF WORK OR FINAL STABILIZATION OF THE SITE. ALL EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE CHECKED BY A CERTIFIED PERSON AT LEAST ONCE EVERY 7 CALENDAR DAYS AND WITHIN 24 HOURS OF THE END OF A 0.5" RAINFALL EVENT, AND CLEANED AND REPAIRED IN ACCORDANCE WITH THE FOLLOWING: INLET PROTECTION DEVICES AND BARRIERS SHALL BE REPAIRED OR REPLACED IF THEY SHOW SIGNS OF UNDERMINING, OR DETERIORATION. 1.ALL SEEDED AREAS SHALL BE CHECKED REGULARLY TO SEE THAT A GOOD STAND IS MAINTAINED. AREAS SHOULD BE FERTILIZED, WATERED AND RESEEDED AS NEEDED. FOR MAINTENANCE REQUIREMENTS REFER TO THE STANDARD SPECIFICATIONS. 2.SILT FENCES SHALL BE REPAIRED TO THEIR ORIGINAL CONDITIONS IF DAMAGED. SEDIMENT SHALL BE REMOVED FROM THE SILT FENCES WHEN IT REACHES ONE-THIRD THE HEIGHT OF THE SILT FENCE. 3.THE CONSTRUCTION ENTRANCE(S) SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOW OF MUD ONTO PUBLIC RIGHTS-OF-WAY. THIS MAY REQUIRE PERIODIC TOP DRESSING OF THE CONSTRUCTION ENTRANCES AS CONDITIONS DEMAND. 4.THE TEMPORARY PARKING AND STORAGE AREA SHALL BE KEPT IN GOOD CONDITION (SUITABLE FOR PARKING AND STORAGE). THIS MAY REQUIRE PERIODIC TOP DRESSING OF THE TEMPORARY PARKING AS CONDITIONS DEMAND. 5.ALL MAINTENANCE OPERATIONS SHALL BE DONE IN A TIMELY MANNER BUT IN NO CASE LATER THAN 2 CALENDAR DAYS FOLLOWING THE INSPECTION. PAVING AND STRIPING NOTES 1.ALL PAVING, CONSTRUCTION, MATERIALS, AND WORKMANSHIP WITHIN JURISDICTION'S RIGHT-OF-WAY SHALL BE IN ACCORDANCE WITH LOCAL OR COUNTY SPECIFICATIONS AND STANDARDS (LATEST EDITION) OR MN/DOT SPECIFICATIONS AND STANDARDS (LATEST EDITION) IF NOT COVERED BY LOCAL OR COUNTY REGULATIONS. 2.ALL SIGNS, PAVEMENT MARKINGS, AND OTHER TRAFFIC CONTROL DEVICES SHALL CONFORM TO MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (M.U.T.C.D) AND CITY STANDARDS. 3.CONTRACTOR SHALL FURNISH ALL PAVEMENT MARKINGS FOR FIRE LANES, ROADWAY LANES, PARKING STALLS, ACCESSIBLE PARKING SYMBOLS, ACCESS AISLES, STOP BARS AND SIGNS, AND MISCELLANEOUS STRIPING WITHIN THE PARKING LOT AS SHOWN ON THE PLANS. 4.ALL EXPANSION JOINTS SHALL EXTEND THROUGH THE CURB. 5.THE MINIMUM LENGTH OF OFFSET JOINTS AT RADIUS POINTS SHALL BE 2 FEET. 6.ALL JOINTS, INCLUDING EXPANSION JOINTS WITH REMOVABLE TACK STRIPS, SHALL BE SEALED WITH JOINT SEALANT. 7.THE MATERIALS AND PROPERTIES OF ALL CONCRETE SHALL MEET THE APPLICABLE REQUIREMENTS IN THE A.C.I. (AMERICAN CONCRETE INSTITUTE) MANUAL OF CONCRETE PRACTICE. 8.CONTRACTOR SHALL APPLY A SECOND COATING OVER ALL PAVEMENT MARKINGS PRIOR TO ACCEPTANCE BY OWNER FOLLOWED BY A COAT OF GLASS BEADS AS APPLICABLE PER THE PROJECT DOCUMENTS. 9.ANY EXISTING PAVEMENT, CURBS AND/OR SIDEWALKS DAMAGED OR REMOVED WILL BE REPAIRED BY THE CONTRACTOR AT HIS EXPENSE TO THE SATISFACTION OF THE ENGINEER AND OWNER. 10.BEFORE PLACING PAVEMENT, CONTRACTOR SHALL VERIFY SUITABLE ACCESSIBLE ROUTES (PER A.D.A). GRADING FOR ALL SIDEWALKS AND ACCESSIBLE ROUTES INCLUDING CROSSING DRIVEWAYS SHALL CONFORM TO CURRENT ADA STATE/NATIONAL STANDARDS. IN NO CASE SHALL ACCESSIBLE RAMP SLOPES EXCEED 1 VERTICAL TO 12 HORIZONTAL. IN NO CASE SHALL SIDEWALK CROSS SLOPES EXCEED 2% . IN NO CASE SHALL LONGITUDINAL SIDEWALK SLOPES EXCEED 5%. IN NO CASE SHALL ACCESSIBLE PARKING STALLS OR AISLES EXCEED 2% (1.5% TARGET) IN ALL DIRECTIONS. SIDEWALK ACCESS TO EXTERNAL BUILDING DOORS AND GATES SHALL BE ADA COMPLIANT. CONTRACTOR SHALL NOTIFY ENGINEER IMMEDIATELY IF ADA CRITERIA CANNOT BE MET IN ANY LOCATION PRIOR TO PAVING. NO CONTRACTOR CHANGE ORDERS WILL BE ACCEPTED FOR A.D.A COMPLIANCE ISSUES. 11.MAXIMUM JOINT SPACING IS TWICE THE DEPTH OF THE CONCRETE PAVEMENT IN FEET. REFER TO GEOTECHNICAL REPORT NO. B2101248 BRAUN INTERTEC CORPORATION 11001 HAMPSHIRE AVENUE S MINNEAPOLIS, MN 55438 DATED APRIL 9, 2021 This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.SHEET NUMBER 2018 KIMLEY-HORN AND ASSOCIATES, INC.767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY-HORN.COMK:\TWC_LDEV\Scannell\brooklyn center - sears\3 Design\CAD\plansheets\C3-SWPPP.dwg May 24, 2022 - 4:59pmBYREVISIONSNo.DATEPRELIMINARY - NOT FOR CONSTRUCTIONPREPARED FORSWPPPC101NORTH 100BUSINESS PARKSCANNELL PROPERTIESBROOKLYNCENTERMNDATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION ANDTHAT I AM A DULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THE STATE OFMINNESOTA.MNLIC. NO.BRIAN M. WURDEMAN05/24/202253113DATECHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECT16084602105/24/2022AS SHOWNRAVRAVBMWDESCRIPTION OF PROJECT AND CONSTRUCTION ACTIVITY PROJECT INFORMATION: PROJECT LOCATION: WEST HALF OF THE SOUTHWEST QUARTER OF SECTION 02, TOWNSHIP 118, RANGE 21 HENNEPIN COUNTY, MN MPCA ADDRESS: MINNESOTA POLLUTION CONTROL AGENCY CONSTRUCTION STORMWATER PERMIT PROGRAM 520 LAFAYETTE ROAD NORTH ST. PAUL, MN 55155-4194 PHONE: (800) 443-4729 WATER MANAGEMENT: CITY OF BROOKLYN CENTER SHINGLE CREEK WATERSHED DISTRICT (SCWD) GEOTECHNICAL INFORMATION: THE GEOTECHNICAL REPORT WAS DONE BY BRAUN INTERTEC CORPORATION DATED APRIL 9, 2021, REPORT NUMBER B2101248. THE EXISTING SOILS ON SITE ARE PREDOMINATELY POORLY GRADED SAND WITH SILT (SP--SM) WITH SECTION OF COVERING PAVEMENT. ACCORDING TO MPCA, THESE ARE CONSIDERED TYPE "B" SOILS AND ARE CONDUCTIVE TO INFILTRATION. GROUNDWATER LEVEL WAS ENCOUNTERED BETWEEN 839.5 FT TO 844 FT DURING BORING. EXISTING SITE ELEVATION IS GRADED TO AROUND 850 FT TO 852 FT. PROJECT DESCRIPTION: SCANNELL PROPERTIES IS PROPOSING TO CONSTRUCT A 2-BUILDING, 228,750 SQUARE-FOOT SPECULATIVE INDUSTRIAL PARK ON APPROXIMATELY 15-ACRES IN BROOKLYN CENTER, MINNESOTA. THE SITE IS LOCATED WITHIN SHINGLE CREEK CROSSING ON A LOT PREVIOUSLY OCCUPIED BY SEARS OFF SHINGLE CREEK DRIVE. THE EXISTING DEVELOPMENT IS COMPRISED OF A 115,000 SQUARE-FOOT SEARS RETAIL STORE, 15,000 SQUARE-FOOT AUTO MAINTENANCE BUILDING, AND ASSOCIATED PAVEMENTS. THE PROJECT SITE DOES NOT INCLUDE SITES OF HISTORIC OR ARCHEOLOGICAL SIGNIFICANCE AND DOES NOT INCLUDE ENDANGERED & THREATENED SPECIES, RARE NATURAL COMMUNITIES, COLONIAL WATERBIRD NESTING SITES, MIGRATORY WATERFOWL CONCENTRATION AREAS, DEER WINTERING AREAS OR WILDLIFE CORRIDORS. CONSTRUCTION ACTIVITY: RECEIVING WATERS: THE PROPOSED SITE DISCHARGES TO THE SOUTH AND THEN TRAVELS LESS THAN 1- MILE TO THE MISSISSIPPI RIVER. CALCAREOUS FENS: THIS PROJECT DOES NOT DRAIN TO ANY KNOW CALCAREOUS FENS. SPECIAL OR IMPAIRED WATERS: THE SITE IS LOCATED WITHIN ONE MILE OF UPPER TWIN LAKE, RYAN LAKE, AND SHINGLE CREEK. UPPER TWIN LAKE AND SHINGLE CREEK ARE CLASSIFIED AS IMPAIRED WATERS AND RESTRICTED WATERS AS DESCRIBED IN THE GENERAL PERMIT. UPPER TWIN LAKE HAS IMPAIRED USE FOR AQUATIC CONSUMPTION, AND AQUATIC RECREATION. THE LAKE IS ALSO IMPAIRED WITH MERCURY IN FISH TISSUE, POLYCHLORINATED BIPHENYLS IN FISH TISSUE, AND PERFLUOROOCTANE SULFONATE (PFOS) IN FISH TISSUE. SHINGLE CREEK HAS IMPAIRED USE FOR AQUATIC LIFE, AND AQUATIC RECREACTION. THE CREEK IS ALSO IMPAIRED WITH CHLORINE, DISSOLVED OXYGEN, E. COLI, FISH BIOASSESSMENTS, AND BENTHIC MACROINVERTEBRATE BIOASSESSMENT. RYAN LAKE IS CLASSIFIED AS DELISTED WATER AFFECTED USE FOR AQUATIC RECREATION. DESCRIPTION OF PROPOSED CONSTRUCTION ACTIVITIES: THE PROPOSED DEVELOPMENT PROJECT CONSISTS OF 16.5 ACRES, a 120,000 SF BUILDING AND A 108,750 SF BUILDING. THE DISTURBED AREA IS 17.4 ACRES. THE PROPOSED PROJECT INCLUDES 12.6 ACRES OF IMPERVIOUS AREA AND 4.7 ACRES OF PERVIOUS AREA. SEQUENCE OF MAJOR CONSTRUCTION ACTIVITIES: PHASE 1: 1.INSTALL INLET PROTECTION AT EXISTING STORMWATER INLETS. 2.CONSTRUCT STABILIZED CONSTRUCTION ENTRANCE, CONCRETE WASHOUT PIT AND INSTALL PERIMETER CONTROL (SAFETY FENCE, SILT SOCK, AND SILT FENCE). 3.CONSTRUCT TEMPORARY SEDIMENT BASINS. 4.PREPARE TEMPORARY PARKING STORAGE AREA. 5.COMPLETE REMOVALS AS INDICATED IN PLANS. 6.PERFORM MASS GRADING. ROUGH GRADE TO ESTABLISH PROPOSED DRAINAGE PATTERNS. 7.START CONSTRUCTION OF BUILDING PADS AND STRUCTURES. 8.IMMEDIATELY STABILIZE ANY EXPOSED SOIL AREAS AND COMPLETE STABILIZATION WITHIN 7 DAYS OF CEASING CONSTRUCTION ACTIVITIES IN THAT PORTION OF THE SITE. PHASE 2: 1.INSTALL INLET PROTECTION AT ALL STORM SEWER STRUCTURES AS EACH INLET STRUCTURE IS INSTALLED. 2.INSTALL APPROPRIATE BMP INLET PROTECTION DEVICES AS WORK PROGRESSES. INSTALL ALL OTHER TEMPORARY EROSION AND SEDIMENT CONTROLS. 3.COMPLETE GRADING AND INSTALLATION OF PERMANENT STABILIZATION OVER ALL AREAS DISTURBED. 4.STABILIZE AREAS DISTURBED BY THE REMOVAL OF TEMPORARY BMP'S. EROSION AND SEDIMENT CONTROL PLAN AND DETAIL SHEETS: SHEET C101 - SWPPP SHEET C200-202 - DEMOLITION PLAN INSPECTIONS AND MAINTENANCE EROSION CONTROL SUPERVISOR (MNDOT 2573): THE CONTRACTOR SHALL ASSIGN AN EROSION CONTROL SUPERVISOR FOR THE PROJECT WHO SHALL BE RESPONSIBLE FOR COMPLIANCE WITH THE PROJECT SWPPP. THE EROSION CONTROL SUPERVISOR (ECS) SHALL COMPLY WITH THE MOST CURRENT ADDITION OF THE MNDOT STANDARD SPECIFICATION FOR CONSTRUCTION FOR ALL APPLICABLE SECTIONS. THE ECS SHALL: 1.IMPLEMENT THE SWPPP PLAN. 2.OVERSEE MAINTENANCE PRACTICES IDENTIFIED IN THE SWPPP. 3.CONDUCT OR PROVIDE FOR INSPECTION AND MONITORING ACTIVITIES 4.INSPECT SITE AND BEGIN CORRECTIVE ACTIONS TO DEFICIENT BMP'S NO LATER THAN 24 HOURS AFTER A RAINFALL EVENT. 5.PREPARE WEEKLY SCHEDULE OF EROSION ACTIVITIES (MNDOT 1717.2D) 6.PREPARE AND UPDATE THE CONTRACTORS EROSION/SEDIMENT CONTROL SITE PLAN AS NECESSARY (MNDOT1717.2E) 7.IDENTIFY OTHER POTENTIAL POLLUTANT SOURCES AND MAKE SURE REMEDIES ARE ADDED TO THE SWPPP 8.IDENTIFY ANY DEFICIENCIES IN THE SWPPP AND IDENTIFY BEST MANAGEMENT PRACTICES (BMPS) TO ADDRESS THE DEFICIENCIES AND ASSURE THEY ARE ADDED TO THE SWPPP. 9.IF CHANGES IN CONSTRUCTION DOCUMENTS ARE NOT ADDRESSED IN THE SWPPP, THEN THE ECS SHALL AMEND THE SWPPP TO INCLUDE THE CHANGES MAINTENANCE AND INSPECTION REQUIREMENTS SHALL BE CONSISTENT WITH NPDES CSW PERMIT PARTS 11.2-11.11. CONTRACTOR'S EROSION/SEDIMENT CONTROL SITE PLAN: THE CONTRACTOR SHALL SUBMIT A CONTRACTOR'S EROSION / SEDIMENT CONTROL SITE PLAN TO THE ENGINEER A MINIMUM OF 24 HOURS PRIOR TO THE FIRST PRE-CONSTRUCTION MEETING. THE CONTRACTOR'S EROSION / SEDIMENT CONTROL SITE PLAN SHALL INCLUDE: 1.THE NAME OF THE CONTRACTOR'S DESIGNATED EROSION CONTROL SUPERVISOR WITH 24-HOUR CONTACT INFORMATION. (I.E. PHONE NUMBER, EMAIL, ETC.) 2.NAME AND CONTACT INFORMATION FOR THE INDIVIDUAL(S) RESPONSIBLE FOR PERFORMING AND MAINTAINING THE SITE INSPECTION LOGS ON A WEEKLY BASIS (OR WITHIN 24 HOURS OF 0.5 INCHES OF A RAIN IN A 24 HOUR PERIOD). 3.NAME AND CONTACT INFORMATION OF THE INDIVIDUAL(S) RESPONSIBLE FOR TEMPORARY AND PERMANENT STABILIZATION. 4.NAME AND CONTACT INFORMATION OF THE INDIVIDUAL(S) WHO WILL BE RESPONSIBLE FOR EMERGENCY REPAIRS AND REPLACEMENTS. 5.LOCATION WHERE THE SWPPP DOCUMENT AND NPDES PERMIT WILL BE KEPT ON-SITE. THE DOCUMENT SHOULD BE ACCESSIBLE AT ALL TIMES AND AVAILABLE IN THE TIME OF ESSENCE. 6.WHERE AND HOW CONCRETE WASHOUT WILL OCCUR AND BE IN COMPLIANCE OF THE MINNESOTA POLLUTION CONTROL AGENCY'S (MPCA) MEMORANDUM “CONCRETE WASHOUT GUIDANCE”. 7.LOCATION OF STOCKPILES OF NATIVE SOILS AND/OR BORROW MATERIALS INDICATE HOW STOCKPILES WILL BE KEPT IN COMPLIANCE WITH NPDES AND MPCA REQUIREMENTS. THE CONTRACTOR WILL NOT BE ALLOWED TO START WORK UNTIL THE ENGINEER HAS REVIEWED AND ACCEPTED THE CONTRACTOR'S EROSION / SEDIMENT CONTROL SITE PLAN. INSPECTION AND MAINTENANCE PRACTICES 1.ALL CONTROL MEASURES SHALL BE INSPECTED AT LEAST ONCE EACH WEEK AND WITHIN 24 HOURS ON THE END OF A STORM EVENT RESULTING IN 0.5 INCHES OR GREATER WITHIN A 24 HOUR PERIOD. THE INSPECTION SHALL BE COMPLETED BY THE ECS. 2.PERMITTEES MUST IMMEDIATELY INITIATE STABILIZATION OF EXPOSED SOIL AREAS AND COMPLETE STABILIZATION WITHIN SEVEN (7) DAYS AFTER THE CONSTRUCTION ACTIVITY IN THAT PORTION OF THE SITE TEMPORARILY OR PERMANENTLY CEASES. 3.ALL MEASURES SHALL BE MAINTAINED IN GOOD WORKING ORDER; IF A REPAIR IS NECESSARY, IT SHALL BE INITIATED WITHIN 24 HOURS OF REPORT. 4.SILT FENCE SHALL BE INSPECTED FOR DEPTH OF SEDIMENT, TEARS, FABRIC ATTACHMENT TO POSTS, AND THAT POSTS AND FABRIC BOTTOM ARE FIRMLY IN THE GROUND. 5.BUILT UP SEDIMENT SHALL BE REMOVED FROM SILT FENCE WHEN IT HAS REACHED ONE THIRD THE HEIGHT OF THE FENCE OR SOONER. 6.INLET PROTECTION DEVICES SHALL BE INSPECTED FOR DEPTH OF SEDIMENT, ABSENCE OF TEARS AND TO ASSURE THAT THE DEVICES ARE SECURELY IN PLACE. CONSTRUCTION NOTES: 1.PRIOR COMMENCEMENT OF CONSTRUCTION ACTIVITIES IN ANY AREA OF THE PROJECT, DOWN GRADIENT EROSION AND SEDIMENT CONTROL MEASURES AND CONCRETE BARRIERS DELINEATING THE CONSTRUCTION LIMITS SHALL BE INSTALLED AND INSPECTED BY THE ECS AND THE ENGINEER. 2.THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL EROSION AND SEDIMENT CONTROL MEASURES AS REQUIRED BY THE MPCA'S NPDES PERMIT FOR CONSTRUCTION. THIS INCLUDES ANY ADDITIONAL EROSION AND SEDIMENT CONTROLS BEYOND THAT SHOWN ON THE PLAN. 3.PHASED CONSTRUCTION SHALL BE USED TO MINIMIZE SEDIMENT TRANSPORT. 4.THE MAXIMUM TIME ANY AREA CAN REMAIN OPEN WHILE NOT BEING WORKED IS 7 DAYS. FERTILIZER SHOULD BE DISTRIBUTED AT A RATE OF 250 LBS/ACRE. 5.IF DOWN GRADIENT BMPS ARE OVERLOADED DURING A STORM EVENT, ADDITIONAL UP GRADIENT BMPS ARE REQUIRED TO ELIMINATE THE OVERLOAD. THE ADDITIONAL BMPS MUST BE RECORDED ON THIS SWPPP IN THE AMENDMENTS TO SWPPP SECTION. 6.TEMPORARY STOCKPILES MUST HAVE SILT FENCE OR OTHER EFFECTIVE SEDIMENT CONTROLS, AND CANNOT BE PLACED IN SURFACE WATERS INCLUDING STORM WATER CONVEYANCES SUCH AS CURB AND GUTTER SYSTEMS, OR CONDUITS AND DITCHES. ALL STOCKPILES SHALL BE COVERED OR STABILIZED TO LIMIT WIND EROSION. 7.A CONSTRUCTION ENTRANCE SHALL BE CONSTRUCTED FOR THE PROJECT. A VEHICLE TRACKING PAD SHALL BE INSTALLED IN ACCORDANCE WITH THE CONSTRUCTION PLAN AT EVERY PROJECT ENTRANCE. ENTRANCES MUST BE INSPECTED AND MAINTAINED TO ENSURE PROPER FUNCTION. 8.THE CONTRACTOR SHALL CLEAN ALL TRACKED MATERIALS USING A STREET SWEEPER WITH A PICK UP BROOM ON ADJACENT ROADWAYS ON A DAILY BASIS AND AS DIRECTED BY THE ENGINEER OR AHJ. 9.CONCRETE WASHOUT SHALL BE DONE IN ACCORDANCE WITH THE MPCA AND THE EPA CONCRETE WASHOUT GUIDANCE. CONTROLS PERIMETER/SEDIMENT CONTROLS: ONE CONSTRUCTION EXIT/ENTRANCE SHALL BE INCORPORATED INTO THE PROJECT. ALL CONSTRUCTION TRAFFIC SHALL UTILIZE THE CONSTRUCTION EXIT(S) SUCH THAT TRACK OUT OF SEDIMENT IS MINIMIZED IN ACCORDANCE WITH THE GENERAL PERMIT. SILT FENCING, BIOROLL AND SILT DIKES SHALL BE INSTALLED ON THE PERIMETER AND/OR DOWNSTREAM GRADIENT OF THE AREA TO BE DISTURBED. INLET PROTECTION WILL ALSO BE REQUIRED ON ALL EXISTING AND PROPOSED STORM SEWER CATCH BASINS AND MAINTAINED THROUGHOUT CONSTRUCTION. THE PERMIT REQUIRES THAT TEMPORARY EROSION AND SEDIMENT CONTROLS BE IN PLACE PRIOR TO BEGINNING CONSTRUCTION, AND THAT THEY BE INSPECTED AND MAINTAINED THROUGHOUT THE CONSTRUCTION PERIOD. EFFECTIVE BMP'S MUST BE IN PLACE ON ALL EXPOSED SOIL AREAS WHERE NO CONSTRUCTION ACTIVITIES WILL OCCUR FOR A PERIOD OF 7 DAYS. STABILIZATION PRACTICES: TEMPORARY STABILIZATION INCLUDES THE INSTALLATION OF SILT FENCING ON THE DOWNSTREAM GRADIENT OF THE AREA TO BE DISTURBED. INLET PROTECTION WILL ALSO BE REQUIRED ON ALL EXISTING AND PROPOSED STORM SEWER CATCH BASINS AND MAINTAINED THROUGHOUT CONSTRUCTION. EFFECTIVE BMP'S MUST BE IN PLACE ON ALL EXPOSED SOIL AREAS WHERE NO CONSTRUCTION ACTIVITIES WILL OCCUR FOR A PERIOD OF 7 DAYS OR MORE. STABILIZING MUST OCCUR WITHIN 7 DAYS OF THE LAST CONSTRUCTION ACTIVITY. STOCKPILES WILL BE KEPT IN AN ORDERLY FASHION IN AN AREA DESIGNATED BY THE EROSION CONTROL SUPERVISOR ON THE CONTRACTOR'S EROSION / SEDIMENT CONTROL SITE PLAN. THE STOCKPILES MUST HAVE PERIMETER CONTROL AND STABILIZATION IF SOIL STOCK PILES REMAIN FOR MORE THAN 7 DAYS. STABILIZATION OR COVERING THE PILE WITH PLASTIC OR GEO-TEXTILE MAY ALSO BE NECESSARY FOR CONTROLLING DUST. PERMANENT STABILIZATION INCLUDES BUILDING CONSTRUCTION, PLACEMENT OF CURB AND GUTTER, PAVEMENT, AND FINAL LANDSCAPING AND GROUNDCOVER ACCORDING TO THE CONSTRUCTION DRAWINGS. ANY REMOVALS SHALL BE LIMITED TO THAT WHICH IS REQUIRED AND IN AN ORDER THAT IS CONSISTENT WITH THE REMOVAL AND CONSTRUCTION SEQUENCE. OTHER CONTROLS WASTE MATERIALS: ALL WASTE MATERIALS SHALL BE PROPERLY HANDLED, STORED, AND DISPOSED OF. CONSTRUCTION CHEMICALS AND CONCRETE WASHOUT WILL BE PROPERLY CONTROLLED TO PREVENT POLLUTANTS FROM ENTERING STORM WATER DISCHARGES. SANITARY WASTE: ALL SANITARY WASTE SHALL BE COLLECTED FROM THE PROTABLE UNITS AS REQUIRED BY LOCAL REGULATION . HAZARDOUS WASTE MATERIALS: ALL HAZARDOUS WASTE MATERIALS SHALL BE STORED AND DISPOSED OF IN THE MANNER SPECIFIED BY LOCAL OR STATE REGULATION. MATERIALS WITH THE POTENTIAL TO LEACH SHALL BE STORED UNDER COVER (E.G. PLASTIC SHEETING OR TEMPORARY ROOFS.) MATERIALS SHALL BE STORED IN A RESTRICTED ACCESS STORAGE AREA TO PREVENT VANDALISM. THE CONTRACTOR'S PERSONNEL SHALL BE INSTRUCTED IN THESE PRACTICES AND THE CONTRACTOR'S EROSION CONTROL SUPERVISOR SHALL BE RESPONSIBLE FOR SEEING THAT THESE PRACTICES ARE FOLLOWED. OFF-SITE VEHICLE TRACKING: PAVED STREETS ADJACENT TO THE PROJECT SITE SHALL BE KEPT CLEAN OF DEBRIS. STREETS SHALL BE SWEPT WITH A PICK-UP BROOM AS NECESSARY OR AS DIRECTED BY THE ENGINEER OR AHJ. DUMP TRUCKS HAULING MATERIAL TO AND FROM THE CONSTRUCTION AREA SHALL BE COVERED WITH A TARPAULIN. ALL VEHICLES EXITING THE SITE SHALL BE GUIDED AND REQUIRED TO GO THROUGH THE CONSTRUCTION EXIT. DEWATERING AND BASIN DRAINING: IF DEWATERING IS REQUIRED, PRACTICES DESCRIBED IN THE GEOTECHNICAL REPORT AND EROSION AND SEDIMENT CONTROL AND STORMWATER MANAGEMENT MANUAL SHOULD BE FOLLOWED. THE DEWATERING PLAN MUST INCLUDE BMPS TO PREVENT SEDIMENT TRANSPORT, EROSION, AND ADVERSE IMPACTS TO DOWNSTREAM RECEIVING WATERS. IN ADDITION, DEWATERING PLAN MUST INCLUDE ANY SPECIFIC CHEMICAL TREATMENTS THAT ARE USED. DISCHARGE OF STORM WATER AND GROUND WATER FROM CONSTRUCTION DEWATERING ACTIVITIES IS COVERED UNDER THE GENERAL PERMIT. VEHICLE FUELING & MAINTENANCE: WHENEVER POSSIBLE, VEHICLE REFUELING AND MAINTENANCE SHOULD NOT BE PERFORMED ON THE CONSTRUCTION SITE. HOWEVER, ANY VEHICLE REFUELING OR MAINTENANCE THAT MUST TAKE PLACE ON THE CONSTRUCTION SITE MUST HAVE PROPER SPILL PREVENTION CONTROLS IN PLACE PRIOR TO COMMENCING WORK. EQUIPMENT AND VEHICLES MUST BE CLEANED REGULARLY TO PREVENT A BUILDUP OF OIL AND GREASE. BERMS, SANDBAGS, OR OTHER BARRIERS SHOULD BE USED AROUND THE PERIMETER OF THE MAINTENANCE AREA TO PREVENT STORM WATER CONTAMINATION. MAINTENANCE AREAS SHOULD BE CLEARLY DESIGNATED. SECONDARY CONTAINMENT (CAPABLE OF HANDLING 110% OF MATERIAL) MUST BE PROVIDED FOR ALL FLUIDS GREATER THAN 55 GALLONS. ALL WASTE FLUIDS MUST BE IN LEAK-PROOF CONTAINERS. DUST CONTROL: DUST RESULTING FROM THE CONTRACTOR'S WORK EITHER INSIDE OR OUTSIDE THE RIGHT OF WAY, SHALL BE CONTROLLED BY THE CONTRACTOR BY APPLYING EITHER WATER OR DUST PALLIATIVE, OR BOTH. IMPAIRED WATERS MAP TIMING OF CONTOL MEASURES THE FOLLOWING CONTROL MEASURES WILL BE COORDINATED WITH CONSTRUCTION ACTIVITIES: 1.STORM SEWER INLET PROTECTION SHALL BE THE FIRST ITEM CONSTRUCTED AND SHALL REMAIN IN PLACE UNTIL PERMANENT STABILIZATION HAS TAKEN PLACE. 2.SILT FENCE SHALL BE CONSTRUCTED PRIOR TO ANY SOIL DISTURBANCE AND SHALL REMAIN IN PLACE UNTIL PERMANENT STABILIZATION HAS TAKEN PLACE. 3.STRUCTURAL BMPS, SUCH AS DIVERSIONS, AND SEDIMENT TRAPS OR BASINS (IF REQUIRED), SHALL BE INSTALLED PRIOR TO MAJOR SOIL DISTURBANCE; 4.CLEARING, GRADING AND PAVEMENT REMOVAL WILL NOT OCCUR IN AN AREA UNTIL IT IS NECESSARY FOR CONSTRUCTION TO PROCEED; 5.INFILTRATION AREA (IF REQUIRED) SHALL NOT BE EXCAVATED TO FINAL GRADE UNTIL THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED. IN ADDITION RIGOROUS EROSION PREVENTION AND SEDIMENT CONTROLS MUST BE IMPLEMENTED TO KEEP ALL RUNOFF AND SEDIMENT OUT OF THE INFILTRATION PRACTICE. EROSION AND SEDIMENT CONTROL DEVICES WILL BE SATISFACTORILY MAINTAINED UNTIL THE CONSTRUCTION IS COMPLETED AND THE POTENTIAL FOR EROSION HAS PASSED. CERTIFICATION OF COMPLIANCE WITH FEDERAL, STATE AND LOCAL REGULATIONS THE STORM WATER POLLUTION PREVENTION PLAN REFLECTS MINNESOTA POLLUTION CONTROL AGENCY GUIDELINES FOR STORM WATER MANAGEMENT AND EROSION AND SEDIMENT CONTROL DURING CONSTRUCTION ACTIVITIES. THE STORM WATER POLLUTION PREVENTION PLAN HAS BEEN PREPARED IN ACCORDANCE WITH THE PROVISIONS OF THE NATIONAL POLLUTION DISCHARGE ELIMINATION SYSTEM PERMIT. BMPS SHALL BE INCORPORATED IN ACCORDANCE WITH THE NPDES/SDS STORMWATER PERMIT FOR CONSTRUCTION. MAINTENANCE AND INSPECTION RECORDS THE OWNER AND CONTRACTOR SHALL BE RESPONSIBLE FOR THE FOLLOWING INSPECTION AND MAINTENANCE PRACTICES TO MAINTAIN EROSION AND SEDIMENT CONTROLS. 1.PERMITTEES MUST IMMEDIATELY INITIATE STABILIZATION OF EXPOSED SOIL AREAS AND COMPLETE STABILIZATION WITHIN SEVEN (7) DAYS AFTER THE CONSTRUCTION ACTIVITY IN THAT PORTION OF THE SITE TEMPORARILY OR PERMANENTLY CEASES. 2.ALL CONTROL MEASURES WILL BE INSPECTED AT LEAST ONCE EACH WEEK AND WITHIN 24 HOURS OF THE END OF A STORM EVENT OF 0.5 INCHES OR GREATER IN 24 HOURS. THE INSPECTION WILL BE COMPLETED BY THE EROSION CONTROL SUPERVISOR. 3.ALL MEASURES WILL BE MAINTAINED IN GOOD WORKING ORDER; IF A REPAIR IS NECESSARY, IT WILL BE INITIATED WITHIN 24 HOURS OF REPORT. 4.BIO ROLLS WILL BE INSPECTED FOR DEPTH OF SEDIMENT, TEARS, TO SEE IF THE FABRIC IS SECURELY ATTACHED TO THE CONCRETE BARRIERS. 5.INLET PROTECTION DEVICES WILL BE INSPECTED FOR DEPTH OF SEDIMENT AND FREE OF ANY TEARS. DEVICES SHALL BE INSPECTED TO ENSURE THEY ARE SECURELY IN PLACE. 6.SILT FENCE SHALL BE INSPECTED FOR DEPTH OF SEDIMENT, TEARS, FABRIC ATTACHMENT TO POSTS, AND THAT POSTS AND FABRIC BOTTOM ARE FIRMLY IN THE GROUND. 7.BUILT UP SEDIMENT SHALL BE REMOVED FROM SILT FENCE WHEN IT HAS REACHED ONE THIRD THE HEIGHT OF THE FENCE. SPILL PREVENTION GOOD HOUSEKEEPING: THE FOLLOWING GOOD HOUSEKEEPING PRACTICES WILL BE FOLLOWED ONSITE DURING THE CONSTRUCTION PROJECT. 1.DESIGNATE AREAS FOR EQUIPMENT MAINTENANCE AND REPAIR, TAKING STEPS TO MINIMIZE SPILLS AND CONTROL THE RUNOFF FROM THESE AREAS; 2.PROVIDE WASTE RECEPTACLES AT CONVENIENT LOCATIONS. THE RECEPTACLES SHOULD BE COVERED AND THE WASTE SHOULD BE REGULARLY COLLECTED; 3.PROVIDE APPROPRIATE CONTROL OF EQUIPMENT WASH WATERS, SUCH AS CONCRETE WASHOUTS, TO PREVENT UNAUTHORIZED DRY WEATHER DISCHARGES AND AVOID MIXING THE WASH WATER WITH STORM WATER; 4.PROVIDE PROTECTED STORAGE AREAS FOR CHEMICALS, PAINTS, SOLVENTS, FERTILIZERS, GASOLINE, AND OTHER POTENTIALLY TOXIC MATERIALS. THESE AREAS SHOULD PROVIDE CONTAINMENT TO PREVENT STORM WATER FROM ENTERING THE CHEMICAL STORAGE AREA AND PREVENT LEAKS FROM LEAVING THE CHEMICAL STORAGE AREA; AND 5.PROVIDE ADEQUATELY MAINTAINED SANITARY FACILITIES. HAZARDOUS PRODUCTS: THESE PRACTICES ARE USED TO REDUCE THE RISKS ASSOCIATED WITH HAZARDOUS MATERIALS. 1.PRODUCTS WILL BE KEPT IN THEIR ORIGINAL CONTAINERS UNLESS IT CANNOT BE RESEALED. 2.ORIGINAL LABELS AND MATERIAL SAFETY DATA SHEETS WILL BE RETAINED ON SITE AND ACCESSIBLE AT ALL TIMES; THEY CONTAIN IMPORTANT PRODUCT AND SAFETY INFORMATION. 3.IF SURPLUS PRODUCT MUST BE DISPOSED OF, MANUFACTURERS' OR LOCAL AND STATE RECOMMENDED METHODS FOR PROPER DISPOSAL WILL BE FOLLOWED. SPILL CONTROL PRACTICES: IN ADDITION TO THE GOOD HOUSEKEEPING AND MATERIAL MANAGEMENT PRACTICES DISCUSSED IN THE PREVIOUS SECTIONS OF THIS PLAN, THE FOLLOWING PRACTICES WILL BE FOLLOWED FOR SPILL PREVENTION AND CLEANUP: 1.MANUFACTURERS' RECOMMENDED METHODS FOR SPILL CLEANUP WILL BE CLEARLY POSTED AND SITE PERSONNEL WILL BE MADE AWARE OF THE PROCEDURES AND THE LOCATION OF THE INFORMATION AND CLEANUP SUPPLIES. 2.MATERIALS AND EQUIPMENT NECESSARY FOR SPILL CLEANUP WILL BE KEPT IN A MATERIAL STORAGE AREA LOCATED ONSITE. EQUIPMENT AND MATERIALS WILL INCLUDE BUT NOT BE LIMITED TO BROOMS, DUST PANS, MOPS, RAGS, GLOVES, GOGGLES, CAT LITTER, SAND, SAWDUST, AND PLASTIC AND METAL TRASH CONTAINERS SPECIFICALLY FOR THIS PURPOSE. 3.ALL SPILLS WILL BE CLEANED UP IMMEDIATELY AFTER DISCOVERY. 4.THE SPILL AREA WILL BE KEPT WELL VENTILATED AND PERSONNEL WILL WEAR APPROPRIATE PROTECTIVE CLOTHING TO PREVENT INJURY FROM CONTACT WITH A HAZARDOUS SUBSTANCE. 5.SPILLS OF TOXIC OR HAZARDOUS MATERIAL WILL BE REPORTED TO THE APPROPRIATE STATE OR LOCAL GOVERNMENT AGENCY, REGARDLESS OF THE SIZE. IN ADDITION TO REPORTING TO LOCAL AUTHORITIES, REPORT SPILLS TO THE MINNESOTA POLLUTION CONTROL AGENCY (STATE DUTY OFFICER: 800-422-0798 OR 651-297-8610). ANY SPILLS ABOVE THE REPORTABLE QUANTITIES LIMITS IN THE CODE OF FEDERAL REGULATIONS (CFR), TITLE 40, PART 302 SHALL BE REPORTED TO THE EPA NATIONAL RESPONSE CENTER (800-424-8802). THE REPORT WILL INCLUDE MEASURES TO PREVENT SPILLS FROM REOCCURRING AND INFORMATION REGARDING HOW TO REMEDIATE SPILLS IF A SIMILAR OCCURRENCE HAPPENS. A DESCRIPTION OF THE SPILL, WHAT CAUSED IT, AND THE CLEANUP MEASURES WILL ALSO BE INCLUDED. 6.THE CONTRACTOR'S EROSION CONTROL SUPERVISOR SHALL BE THE SPILL PREVENTION AND CLEANUP COORDINATOR. 7.SPILLS WILL BE STUDIED TO UNDERSTAND WHY THEY OCCURRED AND PREVENTIVE METHODS WILL BE CREATED TO ENSURE SIMILAR SPILLS DO NOT OCCUR IN THE FUTURE. PRODUCT SPECIFIC PRACTICES PETROLEUM PRODUCTS: ALL ON SITE VEHICLES WILL BE MONITORED FOR LEAKS AND RECEIVE REGULAR PREVENTIVE MAINTENANCE TO REDUCE THE CHANCE OF LEAKAGE. PETROLEUM PRODUCTS WILL BE STORED IN TIGHTLY SEALED CONTAINERS WHICH ARE CLEARLY LABELED. ANY ASPHALT BASED MATERIALS USED ON SITE WILL BE APPLIED AND STORED ACCORDING TO THE MANUFACTURER'S RECOMMENDATIONS. ANY SPILLED PETROLEUM PRODUCTS OF 5 GALLONS OR MORE SHALL BE REPORTED TO THE MINNESOTA POLLUTION CONTROL AGENCY AT 651-297-8610. PAINTS AND CLEANING SOLVENTS: ALL CONTAINERS WILL BE TIGHTLY SEALED AND STORED WHEN NOT REQUIRED FOR USE. EXCESS PAINT AND SOLUTIONS WILL NOT BE DISCHARGED TO THE STORM SEWER SYSTEM BUT WILL BE PROPERLY DISPOSED OF ACCORDING TO MANUFACTURERS' INSTRUCTIONS OR STATE AND LOCAL REGULATIONS. CONCRETE AND CONCRETE TRUCKS: CONCRETE, CONCRETE TOOLS AND TRUCKS ALL MUST WASH OUT IN A DESIGNATED AREA. THE DESIGNATED AREA MUST BE CLEARLY IDENTIFIED ON THE SITE AND COMMUNICATED TO ALL PERSONNEL INVOLVED WITH CAST-IN-PLACE CONCRETE AS THE WASHOUT AREA. THIS DESIGNATED AREA MUST MEET THE MPCA AND EPA REGULATIONS OF A DEFINED CONCRETE WASHOUT AREA. THE FOLLOWING THREE OPTIONS ARE CONSIDERED AN APPROVED METHOD: 1.KEEPING ALL CONCRETE WASHOUT SELF-CONTAINED AND RETURNED TO AN INDUSTRIAL SITE TO BE DISPOSED OF IN A MPCA APPROVED MANNER. 2.PROVIDING A PREFABRICATED CONCRETE WASHOUT CONTAINER THAT ALL CONCRETE WASHOUT CAN BE COLLECTED IN. THESE CONTAINERS SHOULD BE MAINTAINED ON A REGULAR BASIS. 3.CREATING A SELF-INSTALLED WASHOUT FACILITY WITH AN IMPERMEABLE LINER. AN ENGINEERED CLAY LINER WILL BE CONSIDERED AN IMPERMEABLE LINER. FOR ADDITIONAL INFORMATION ON CONCRETE WASHOUT REGULATIONS, PLEASE SEE THE MPCA'S MEMORANDUM “CONCRETE WASHOUT GUIDANCE” AND THE EPA “STORMWATER BEST MANAGEMENT PRACTICES CONCRETE WASHOUT”. VEHICLE AND EQUIPMENT WASHING: IF VEHICLES OR EQUIPMENT ARE WASHED ON THE PROJECT SITE IT MUST BE DONE IN A DESIGNATED AREA. THE DESIGNATED AREA MUST BE CLEARLY IDENTIFIED ON THE SITE AND COMMUNICATED TO ALL PERSONNEL INVOLVED. RUNOFF FROM THE WASHING AREA MUST BE CONTAINED IN A SEDIMENT BASIN OR OTHER SIMILAR CONTROL METHOD AND MUST BE PROPERLY DISPOSED OF. ENGINEER KIMLEY-HORN AND ASSOCIATES, INC. PREPARED BY: BRIAN M. WURDEMAN 767 EUSTIS STREET, SUITE 100 ST. PAUL, MN 55114 TELEPHONE (651) 645-4197 SWPPP DESIGNER KIMLEY-HORN AND ASSOCIATES, INC. PREPARED BY: BRIAN M. WURDEMAN 767 EUSTIS STREET, SUITE 100 ST. PAUL, MN 55114 TELEPHONE (651) 645-4197 DEVELOPER SCANNELL PROPERTIES 294 GROVE LANE, SUITE 140 WAYZATA, MN 55391 TELEPHONE (763)-331-8851 SITE 1 MILE SHI N G L E C R E E K ( I M P A I R E D ) HENNEPIN COUNTY, MN MAP UNIT SYMBOL MAP UNIT NAME U4A UDIPSAMMENTS COMPLEX, 0 TO 2 PERCENT SLOPES D64B HUBBARD SANDY LOAM, 0 TO 8 PERCENT SLOPES U1A UDORTHENTS COMPLEX, 0 TO 2 PERCENT SLOPES U2A UDORTHENTS COMPLEX, 0 TO 2 PERCENT SLOPES D16A SEELYEVILLE PONDED, 0 TO 1 PERCENT SLOPES D17A DUELM LOAMY SAND, 0 TO 2 PERCENT SLOPES D64B U1A U1A U4A D64B U4A U1A D17A D16A U2A U1A RYAN LAKE (DELISTED) UPPER TWIN (IMPAIRED) LOT 1 BLOCK 1 LOT 2 BLOCK 1 10' D&U EASEMENT 10' D&U EASEMENT 10' D&U EASEMENT 10' D&U EASEMENT 10' D&U EASEMENT 40' UTILITY EASEMENT PUBLIC TRAIL EASEMENT DATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION ANDTHAT I AM A DULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THE STATE OFMINNESOTA.MNLIC. NO.BRIAN M. WURDEMAN01/21/202253113DATECHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECT16084602105/24/2022AS SHOWNRAVRAVBMWLEGEND PROPERTY LINE EXISTING LEGAL DESCRIPTION TRACT A, REGISTERED LAND SURVEY NO. 936, HENNEPIN COUNTY, MINNESOTA. OWNER/SUBDIVIDER: SCANNELL PROPERTIES 294 GROVE LN E WAYZATA, MN 55391 (763) 331-8850 ENGINEER: KIMLEY-HORN AND ASSOCIATES, INC. PREPARED BY: BRIAN WURDEMAN, PE #53113 767 EUSTIS STREET, SUITE 100 ST. PAUL, MN 55114 TELEPHONE (651) 645-4197 SURVEYOR: SUNDE LAND SURVEYING 9001 EAST BLOOMINGTON FREEWAY (35W), SUITE 118 BLOOMINGTON, MN 55420 LEONARD F. CARLSON, PLS LICENSE NO. 44890 TELEPHONE (952) 881-2455 PROPERTY SUMMARY LOT 1, BLOCK 1 8.07 AC LOT 2, BLOCK 1 7.19 AC EXISTING ZONING PUD / MX-B PROPOSED ZONING PUD / MX-B EXISTING CONTOUR PROPOSED EASEMENT EXISTING EASEMENT This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.SHEET NUMBER 2018 KIMLEY-HORN AND ASSOCIATES, INC.767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY-HORN.COMK:\TWC_LDEV\Scannell\brooklyn center - sears\3 Design\CAD\plansheets\PRELIMINARY PLAT.dwg May 24, 2022 - 4:59pm©BYREVISIONSNo.DATEPRELIMINARY - NOT FOR CONSTRUCTIONPREPARED FORPRELIMINARYPLATC102NORTH 100BUSINESS PARKSCANNELLPROPERTIESBROOKLYNCENTERMNN O R T H 10 10 10 84 0 840 845 836837838839 83 9 84 1 841 84 2 842 84 3 843844 84 4 846 847 848 848 848 848 848 849849 849 840 840845 8458 5 0 850 850 837838839 839841 841842 842843 843844 844846 846847847 848848848849 8 4 9 849849849 851 851 851851 851851 851 852 850 850 851 852852 852 85 2 852852850 850 851 8 5 1 851 851 851 852 852852 8528 5 2 852853 853850850849849849849 851851 851852 85 2 852 852852 851 851851851852852852 852852 8528 5 2 852852852852852 852852852852 853853852852852852 852853853853 853 852852 851 851853 849 851850 8508 5 2 PROPERTY LINE PROPERTY LINE PROPERTY LINE PROPERTY LINE SEE SHEET C202 SEE SHEET C201 40' UTILITY EASEMENT 40' UTILITY EASEMENT This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.SHEET NUMBER 2018 KIMLEY-HORN AND ASSOCIATES, INC.767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY-HORN.COMK:\TWC_LDEV\Scannell\brooklyn center - sears\3 Design\CAD\plansheets\C2-DEMO PLAN.dwg May 24, 2022 - 4:59pmBYREVISIONSNo.DATEPRELIMINARY - NOT FOR CONSTRUCTIONPREPARED FOROVERALL DEMOPLANC200NORTH 100 BUSINESSPARKSCANNELL PROPERTIESBROOKLYN CENTERMNDATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION ANDTHAT I AM A DULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THE STATE OFMINNESOTA.MNLIC. NO.BRIAN M. WURDEMAN05/24/202253113DATECHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECT16084602105/24/2022AS SHOWNRAVRAVBMW1.THE CONTRACTOR IS RESPONSIBLE FOR THE DEMOLITION, REMOVAL, AND DISPOSAL (IN A LOCATION APPROVED BY ALL GOVERNING AUTHORITIES) ALL STRUCTURES, PADS, WALLS, FLUMES, FOUNDATIONS, PARKING, DRIVES, DRAINAGE STRUCTURES, UTILITIES, ETC. SUCH THAT THE IMPROVEMENTS ON THE PLANS CAN BE CONSTRUCTED. ALL FACILITIES TO BE REMOVED SHALL BE UNDERCUT TO SUITABLE MATERIAL AND BROUGHT TO GRADE WITH SUITABLE COMPACTED FILL MATERIAL PER THE PROJECT DOCUMENTS. 2.THE CONTRACTOR IS RESPONSIBLE FOR REMOVING ALL DEBRIS FROM THE SITE AND DISPOSING THE DEBRIS IN A LAWFUL MANNER. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL PERMITS REQUIRED FOR DEMOLITION AND DISPOSAL. CONTRACTOR SHALL PROVIDE COPIES OF THE PERMIT AND RECEIPTS OF DISPOSAL OF MATERIALS TO THE OWNER AND OWNERS REPRESENTATIVE. 3.THE CONTRACTOR SHALL MAINTAIN ALL UTILITY SERVICES TO ADJACENT PROPERTIES AT ALL TIMES. UTILITY SERVICES SHALL NOT BE INTERRUPTED WITHOUT APPROVAL FROM THE CONSTRUCTION MANAGER AND COORDINATION WITH THE ADJACENT PROPERTIES AND/OR THE CITY. 4.THE CONTRACTOR SHALL COORDINATE WITH RESPECTIVE UTILITY COMPANIES PRIOR TO THE REMOVAL AND/OR RELOCATION OF UTILITIES. THE CONTRACTOR SHALL COORDINATE WITH THE UTILITY COMPANY CONCERNING PORTIONS OF WORK WHICH MAY BE PERFORMED BY THE UTILITY COMPANY'S FORCES AND ANY FEES WHICH ARE TO BE PAID TO THE UTILITY COMPANY FOR THEIR SERVICES. THE CONTRACTOR IS RESPONSIBLE FOR PAYING ALL FEES AND CHARGES. 5.THE LOCATIONS OF ALL EXISTING UTILITIES SHOWN ON THE PLAN HAVE BEEN DETERMINED FROM THE BEST INFORMATION AVAILABLE AND ARE GIVEN FOR THE CONVENIENCE OF THE CONTRACTOR. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR THEIR ACCURACY. PRIOR TO THE START OF ANY DEMOLITION ACTIVITY, THE CONTRACTOR SHALL NOTIFY THE UTILITY COMPANIES FOR LOCATIONS OF EXISTING UTILITIES WITHIN ALL AREAS OF PROPOSED WORK. 6.ALL EXISTING SEWERS, PIPING AND UTILITIES SHOWN ARE NOT TO BE INTERPRETED AS THE EXACT LOCATION, OR AS ANY OBSTACLES THAT MAY OCCUR ON THE SITE. VERIFY EXISTING CONDITIONS AND PROCEED WITH CAUTION AROUND ANY ANTICIPATED FEATURES. GIVE NOTICE TO ALL UTILITY COMPANIES REGARDING DESTRUCTION AND REMOVAL OF ALL SERVICE LINES AND CAP ALL LINES BEFORE PRECEDING WITH THE WORK. 7.ELECTRICAL, TELEPHONE, CABLE, WATER, FIBER OPTIC, AND/OR GAS LINES NEEDING TO BE REMOVED OR RELOCATED SHALL BE COORDINATED WITH THE AFFECTED UTILITY COMPANY. ADEQUATE TIME SHALL BE PROVIDED FOR RELOCATION AND CLOSE COORDINATION WITH THE UTILITY COMPANY IS NECESSARY TO PROVIDE A SMOOTH TRANSITION IN UTILITY SERVICE. CONTRACTOR SHALL PAY CLOSE ATTENTION TO EXISTING UTILITIES WITHIN ANY ROAD RIGHT-OF-WAY DURING CONSTRUCTION. 8.CONTRACTOR MUST PROTECT THE PUBLIC AT ALL TIMES WITH FENCING, BARRICADES, ENCLOSURES, ETC. (AND OTHER APPROPRIATE BEST MANAGEMENT PRACTICES) AS APPROVED BY THE CONSTRUCTION MANAGER. MAINTENANCE OF TRAFFIC CONTROL SHALL BE COORDINATED IN ACCORDANCE WITH BROOKLYN CENTER, HENNEPIN COUNTY AND MN/DOT. 9.CONTRACTOR SHALL MAINTAIN ACCESS TO ALL ADJACENT PROPERTIES DURING CONSTRUCTION, AND SHALL NOTIFY ALL PROPERTIES IF ACCESS WILL BE INTERRUPTED OR ALTERED AT ANY TIME DURING CONSTRUCTION. 10.PRIOR TO DEMOLITION OCCURRING, ALL EROSION CONTROL DEVICES ARE TO BE INSTALLED. 11.CONTRACTOR MAY LIMIT SAW-CUT AND PAVEMENT REMOVAL TO ONLY THOSE AREAS WHERE IT IS REQUIRED AS SHOWN ON THESE CONSTRUCTION PLANS BUT IF ANY DAMAGE IS INCURRED ON ANY OF THE SURROUNDING PAVEMENT, ETC. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ITS REMOVAL AND REPAIR. 12.THE CONTRACTOR SHALL COORDINATE WATER MAIN WORK WITH THE FIRE DEPT. AND THE CITY WATER DEPARTMENT TO PLAN PROPOSED IMPROVEMENTS AND TO ENSURE ADEQUATE FIRE PROTECTION IS CONSTANTLY AVAILABLE TO THE SITE THROUGHOUT THIS SPECIFIC WORK AND THROUGH ALL PHASES OF CONSTRUCTION. CONTRACTOR WILL BE RESPONSIBLE FOR ARRANGING/PROVIDING ANY REQUIRED WATER MAIN SHUT OFFS WITH THE CITY OF BROOKLYN CENTER DURING CONSTRUCTION. ANY COSTS ASSOCIATED WITH WATER MAIN SHUT OFFS WILL BE THE RESPONSIBILITY OF THE CONTRACTOR AND NO EXTRA COMPENSATION WILL BE PROVIDED. 13.REFER TO SURVEY FOR ALL EXISTING INVERT AND RIM ELEVATIONS. 14.ALL UTILITIES SHOWN ARE EXISTING UTILITIES. 15.IN THE EVENT A WELL IS FOUND, THE CONTRACTOR SHALL CONTACT THE ENGINEER AND OWNER IMMEDIATELY. ALL WELLS SHALL BE SEALED BY A LICENSED WELL CONTRACTOR IN ACCORDANCE WITH ALL STATE OF MN REQUIREMENTS. 16.IN THE EVENT THAT UNKNOWN CONTAINERS OR TANKS ARE ENCOUNTERED, THE CONTRACTOR SHALL CONTACT THE OWNER AND/OR OWNERS REPRESENTATIVE IMMEDIATELY. ALL CONTAINERS SHALL BE DISPOSED OF AT A PERMITTED LANDFILL PER THE PROJECT DOCUMENTS. 17.CONTRACTOR SHALL NOTIFY THE ENGINEER IF ANY EXISTING DRAINTILE IS ENCOUNTERED ON SITE. NO ACTIVE DRAINTILE SHALL BE REMOVED WITHOUT APPROVAL FROM THE ENGINEER. DEMOLITION PLAN NOTES LIMITS OF CONSTRUCTION REMOVE BITUMINOUS SURFACE REMOVE CONCRETE SURFACE REMOVE BUILDING REMOVE TREE REMOVE CONCRETE CURB & GUTTER REMOVE UTILITY LINES PROPERTY LINE EXISTING OVERHEAD POWER LINE EXISTING CHAINLINK FENCE EXISTING J-BARRIER EXISTING RETAINING WALL EXISTING SANITARY SEWER EXISTING STORM SEWER EXISTING WATERMAIN EXISTING GAS MAIN EXISTING UNDERGROUND TELEPHONE EXISTING UNDERGROUND CABLE EXISTING CONTOUR EXISTING SIGN EXISTING FLARED END SECTION EXISTING STORM MANHOLE EXISTING STORM CATCHBASIN EXISTING GAS METER EXISTING POST INDICATOR VALVE EXISTING WELL EXISTING AUTOMATIC SPRINKLER EXISTING ROOF DRAIN EXISTING GATE VALVE EXISTING HYDRANT EXISTING METAL COVER EXISTING ELECTRICAL METER EXISTING AIR CONDITIONER EXISTING TELEPHONE MANHOLE EXISTING CABLE BOX EXISTING GUY WIRE EXISTING POWER POLE EXISTING LIGHT POLE EXISTING TREE CLEARING & GRUBBING FILL & ABANDON UTILITY LINES EXISTING TREE LINE EXISTING CURB & GUTTER LEGEND FULL DEPTH SAWCUT N O R T H 10 10 10 851 851 852 85 2 852 852 8 5 2 852 852 8 5 3 853 853 853 853 852 852 852 852 852 852 852 852852 853 853 851851 851 851 852 852 852 852 852 852 851 851 851 851 852 852852852 8 5 2 852 852 852 852 851 851851851 852 852 85 2 852852 853 853 854 854 850850850851851851851852 852852852C D E EEE E B A A A AA A A F G H H I I I I J J J J J J J J J J J K K N S M A A A A A A A A A A A A A A A A A A A B B B B B B B B B B B B B C C C C C D D D D D D D D D D E E E E E E E E E E E F F F F F F F F F F F F F F G H H H H H H I I I I I I I I I I I IJ J J J J J J J J J J J J J J J J J J L L L L L M M N N N N F F F F F F F F F N I F I F F F N N P P Q Q Q Q R R R S T T PROPERTY L I N E PROPERTY LINE PROPERTY LINE L 40' UTILITY EASEMENT This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.SHEET NUMBER 2018 KIMLEY-HORN AND ASSOCIATES, INC.767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY-HORN.COMK:\TWC_LDEV\Scannell\brooklyn center - sears\3 Design\CAD\plansheets\C2.1-DEMO PLAN ENLARGEMENTS.dwg May 24, 2022 - 5:00pmBYREVISIONSNo.DATEPRELIMINARY - NOT FOR CONSTRUCTIONPREPARED FORDEMO PLANC201NORTH 100BUSINESS PARKSCANNELL PROPERTIESBROOKLYN CENTERMNDATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION ANDTHAT I AM A DULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THE STATE OFMINNESOTA.MNLIC. NO.BRIAN M. WURDEMAN05/24/202253113DATECHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECT16084602105/24/2022AS SHOWNRAVRAVBMWLIMITS OF CONSTRUCTION REMOVE BITUMINOUS SURFACE REMOVE CONCRETE SURFACE REMOVE BUILDING REMOVE TREE REMOVE CONCRETE CURB & GUTTER REMOVE UTILITY LINES PROPERTY LINE EXISTING OVERHEAD POWER LINE EXISTING CHAINLINK FENCE EXISTING J-BARRIER EXISTING RETAINING WALL EXISTING SANITARY SEWER EXISTING STORM SEWER EXISTING WATERMAIN EXISTING GAS MAIN EXISTING UNDERGROUND TELEPHONE EXISTING UNDERGROUND CABLE EXISTING CONTOUR EXISTING SIGN EXISTING FLARED END SECTION EXISTING STORM MANHOLE EXISTING STORM CATCHBASIN EXISTING GAS METER EXISTING POST INDICATOR VALVE EXISTING WELL EXISTING AUTOMATIC SPRINKLER EXISTING ROOF DRAIN EXISTING GATE VALVE EXISTING HYDRANT EXISTING METAL COVER EXISTING ELECTRICAL METER EXISTING AIR CONDITIONER EXISTING TELEPHONE MANHOLE EXISTING CABLE BOX EXISTING GUY WIRE EXISTING POWER POLE EXISTING LIGHT POLE EXISTING TREE CLEARING & GRUBBING FILL & ABANDON UTILITY LINES EXISTING TREE LINE EXISTING CURB & GUTTER LEGEND FULL DEPTH SAWCUT SEE SHEET C202 KEYNOTE LEGEND REMOVE ASPHALT, TYP. REMOVE CONCRETE SURFACE, TYP. CLEAR & GRUB, TYP. FULL DEPTH SAWCUT, TYP. REMOVE TREE, TYP. REMOVE UTILITIES, TYP. FILL & ABANDON UTILITIES, TYP. LIMITS OF CONSTRUCTION, TYP. REMOVE CURB & GUTTER, TYP. PAVEMENT MARKINGS TO BE REMOVED EXISTING TREES TO REMAIN AND BE PROTECTED THROUGHOUT CONSTRUCTION EXISTING UTILITIES TO REMAIN AND BE PROTECTED THROUGHOUT CONSTRUCTION REMOVE OVERHANG & COLUMNS REMOVE LIGHT POLE EXISTING LIGHT POLES TO REMAIN AND BE PROTECTED THROUGHOUT CONSTRUCTION REMOVE FENCE EXISTING FENCE TO REMAIN AND BE PROTECTED THROUGHOUT CONSTRUCTION REMOVE ACCESSORY STRUCTURE REMOVE FIRE HYDRANT REMOVE BUILDING, TYP. A B C D E F G H I J K L M N O P Q R S T NORTH 10 10 10 851 851 852 852 852 851851 851852852852 8 5 1 851851840840845845 8508418418428428438 4 3844 844 846 847 848 849 852 852852 852 8 5 2 852852852852 8358408458508 5 0 85 0834836837838839841842843844846847848849 85 1 851 851851851852852852852852 853 853853853853A A A A A A AAA A B B B BBB B C C C C C CC C C D D E E E E E E EE EEE E C C B A A A AA A FF F F F F F C F F H H H H H H E I I I I D I I I I I I I I I I I J J J J J J J J J J J J J J J J J I C K K K K K K K K K K K K K LL L L L L M M M M M M M M M N O O N O O O O Q Q S S T T T T BF F F F F F F F F F F M F F F F Q PROPERTY LINE PROPERTY LINE PROPERTY LINE PROPERTY LINE D D I 40' UTILITY EASEMENT This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.SHEET NUMBER 2018 KIMLEY-HORN AND ASSOCIATES, INC.767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY-HORN.COMK:\TWC_LDEV\Scannell\brooklyn center - sears\3 Design\CAD\plansheets\C2.1-DEMO PLAN ENLARGEMENTS.dwg May 24, 2022 - 5:00pmBYREVISIONSNo.DATEPRELIMINARY - NOT FOR CONSTRUCTIONPREPARED FORDEMO PLANC202NORTH 100 BUSINESSPARKSCANNELL PROPERTIESBROOKLYN CENTERMNDATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION ANDTHAT I AM A DULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THE STATE OFMINNESOTA.MNLIC. NO.BRIAN M. WURDEMAN05/24/202253113DATECHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECT16084602105/24/2022AS SHOWNRAVRAVBMWLIMITS OF CONSTRUCTION REMOVE BITUMINOUS SURFACE REMOVE CONCRETE SURFACE REMOVE BUILDING REMOVE TREE REMOVE CONCRETE CURB & GUTTER REMOVE UTILITY LINES PROPERTY LINE EXISTING OVERHEAD POWER LINE EXISTING CHAINLINK FENCE EXISTING J-BARRIER EXISTING RETAINING WALL EXISTING SANITARY SEWER EXISTING STORM SEWER EXISTING WATERMAIN EXISTING GAS MAIN EXISTING UNDERGROUND TELEPHONE EXISTING UNDERGROUND CABLE EXISTING CONTOUR EXISTING SIGN EXISTING FLARED END SECTION EXISTING STORM MANHOLE EXISTING STORM CATCHBASIN EXISTING GAS METER EXISTING POST INDICATOR VALVE EXISTING WELL EXISTING AUTOMATIC SPRINKLER EXISTING ROOF DRAIN EXISTING GATE VALVE EXISTING HYDRANT EXISTING METAL COVER EXISTING ELECTRICAL METER EXISTING AIR CONDITIONER EXISTING TELEPHONE MANHOLE EXISTING CABLE BOX EXISTING GUY WIRE EXISTING POWER POLE EXISTING LIGHT POLE EXISTING TREE CLEARING & GRUBBING FILL & ABANDON UTILITY LINES EXISTING TREE LINE EXISTING CURB & GUTTER LEGEND FULL DEPTH SAWCUT SEE SHEET C201 KEYNOTE LEGEND REMOVE ASPHALT, TYP. REMOVE CONCRETE SURFACE, TYP. CLEAR & GRUB, TYP. FULL DEPTH SAWCUT, TYP. REMOVE TREE, TYP. REMOVE UTILITIES, TYP. FILL & ABANDON UTILITIES, TYP. LIMITS OF CONSTRUCTION, TYP. REMOVE CURB & GUTTER, TYP. PAVEMENT MARKINGS TO BE REMOVED EXISTING TREES TO REMAIN AND BE PROTECTED THROUGHOUT CONSTRUCTION EXISTING UTILITIES TO REMAIN AND BE PROTECTED THROUGHOUT CONSTRUCTION REMOVE OVERHANG & COLUMNS REMOVE LIGHT POLE EXISTING LIGHT POLES TO REMAIN AND BE PROTECTED THROUGHOUT CONSTRUCTION REMOVE FENCE EXISTING FENCE TO REMAIN AND BE PROTECTED THROUGHOUT CONSTRUCTION REMOVE ACCESSORY STRUCTURE REMOVE FIRE HYDRANT REMOVE BUILDING, TYP. A B C D E F G H I J K L M N O P Q R S T NORTH BLDG: A 110,000 SF FFE: 856.00 TRUCK DOCK: 852.00 BLDG: B 120,000 SF FFE: 856.00 TRUCK DOCK: 852.00 STORMWATER MANAGEMENT PROPERTY LINE PROPERTY LINE PROPERTY LINE PROPERTY LINE 35' BUILDING SETBACK 15' PARKING SETBACK 15' PARKING SETBACK 35' BUILDING SETBACK 10' BUILDING SETBACK 15' PARKING SETBACK 40' BUILDING SETBACK 40' UTILITY EASEMENT PUBLIC TRAIL EASEMENT PUBLIC TRAIL EASEMENT 40' UTILITY EASEMENT PUBLIC TRAIL EASEMENT LOT 1, BLOCK 1 LOT 2, BLOCK 1 STORMWATER MANAGEMENT STORMWATER MANAGEMENT NO TRUCKS SIGNS NO TRUCKS SIGNS PREPARED FOROVERALL SITEPLANC300NORTH 100 BUSINESSPARKSCANNELL PROPERTIESBROOKLYN CENTERMNDATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION ANDTHAT I AM A DULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THE STATE OFMINNESOTA.MNLIC. NO.BRIAN M. WURDEMAN05/24/202253113DATECHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECT16084602105/13/2022AS SHOWNRAVRAVBMWBUILDING DATA SUMMARY AREAS PROPOSED PROPERTY 15.256 AC BUILDING A AREA 110,000 SF BUILDING B AREA 120,000 SF PARKING LOT 1, BLOCK 1 REQUIRED PARKING 136 SPACES PROPOSED PARKING 200 SPACES PROPOSED PARKING EASEMENT SPACES 18 SPACES ADA STALLS REQ'D / PROVIDED 6 STALLS / 6 STALLS LOT 2, BLOCK 1 REQUIRED PARKING 150 SPACES PROPOSED PARKING 157 SPACES ADA STALLS REQ'D / PROVIDED 6 STALLS / 6 STALLS PROPERTY SUMMARY NORTH 100 BUSINESS PARK PROPERTY AREA 664,544 SF (15.256 AC) LOT 1, BLOCK 1 PROPERTY AREA 8.07 AC LOT 2, BLOCK 1 PROPERTY AREA 7.19 AC ZONING SUMMARY EXISTING ZONING PUD / MX-B - PLANNED UNIT DEVELOPMENT / BUSINESS MIXED USE DISTRICT PROPOSED ZONING PUD / MX-B - PLANNED UNIT DEVELOPMENT / BUSINESS MIXED USE DISTRICT PARKING SETBACKS SIDE/REAR = 15' ROAD = 15' BUILDING SETBACKS FRONT = 35' CORNER = 35' INTERIOR SIDE = 10' REAR = 40' PROPOSED CURB AND GUTTER PROPERTY LINE PROPOSED FENCE SETBACK LINE RETAINING WALL PROPOSED STANDARD DUTY ASPHALT PROPOSED CONCRETE PAVEMENT PROPOSED STORMWATER MANAGEMENT AREA PROPOSED CONCRETE SIDEWALK LEGEND PROPOSED HEAVY DUTY ASPHALT This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.SHEET NUMBER 2018 KIMLEY-HORN AND ASSOCIATES, INC.767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY-HORN.COMK:\TWC_LDEV\Scannell\brooklyn center - sears\3 Design\CAD\plansheets\C4-SITE PLAN.dwg May 24, 2022 - 5:00pm©BYREVISIONSNo.DATEPRELIMINARY - NOT FOR CONSTRUCTIONSITE PLAN NOTES 1.ALL WORK AND MATERIALS SHALL COMPLY WITH ALL CITY/COUNTY REGULATIONS AND CODES AND O.S.H.A. STANDARDS. 2.CONTRACTOR SHALL REFER TO THE ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONS OF VESTIBULES, SLOPE PAVING, SIDEWALKS, EXIT PORCHES, TRUCK DOCKS, PRECISE BUILDING DIMENSIONS AND EXACT BUILDING UTILITY ENTRANCE LOCATIONS. 3.ALL INNER CURBED RADII ARE TO BE 3' AND OUTER CURBED RADII ARE TO BE 10' UNLESS OTHERWISE NOTED. STRIPED RADII ARE TO BE 5'. 4.ALL DIMENSIONS AND RADII ARE TO THE FACE OF CURB UNLESS OTHERWISE NOTED. 5.EXISTING STRUCTURES WITHIN CONSTRUCTION LIMITS ARE TO BE ABANDONED, REMOVED OR RELOCATED AS NECESSARY. ALL COST SHALL BE INCLUDED IN BASE BID. 6.CONTRACTOR SHALL BE RESPONSIBLE FOR ALL RELOCATIONS, (UNLESS OTHERWISE NOTED ON PLANS) INCLUDING BUT NOT LIMITED TO, ALL UTILITIES, STORM DRAINAGE, SIGNS, TRAFFIC SIGNALS & POLES, ETC. AS REQUIRED. ALL WORK SHALL BE IN ACCORDANCE WITH GOVERNING AUTHORITIES REQUIREMENTS AND PROJECT SITE WORK SPECIFICATIONS AND SHALL BE APPROVED BY SUCH. ALL COST SHALL BE INCLUDED IN BASE BID. 7.SITE BOUNDARY, TOPOGRAPHY, UTILITY AND ROAD INFORMATION TAKEN FROM A SURVEY BY SUNDE LAND SURVEYING, DATED 03/30/2021. 8.KIMLEY-HORN ASSUMES NO LIABILITY FOR ANY ERRORS, INACCURACIES, OR OMISSIONS CONTAINED THEREIN. 9.TOTAL LAND AREA IS 15.256 ACRES. 10.PYLON / MONUMENT SIGNS SHALL BE CONSTRUCTED BY OTHERS. SIGNS ARE SHOWN FOR GRAPHICAL & INFORMATIONAL PURPOSES ONLY. CONTRACTOR TO VERIFY SIZE, LOCATION AND ANY REQUIRED PERMITS NECESSARY FOR THE CONSTRUCTION OF THE PYLON / MONUMENT SIGN. 11.CONTRACTOR SHALL REFERENCE ARCH / MEP PLANS FOR SITE LIGHTING AND ELECTRICAL PLAN. 12.NO PROPOSED LANDSCAPING SUCH AS TREES OR SHRUBS, ABOVE AND UNDERGROUND STRUCTURES, OR OTHER OBSTRUCTIONS SHALL BE LOCATED WITHIN EXISTING OR PROPOSED UTILITY EASEMENTS AND RIGHTS OF WAY UNLESS SPECIFICALLY NOTED ON PLANS OTHERWISE. 13.REFERENCE ARCHITECTURAL PLANS FOR DUMPSTER ENCLOSURE DETAILS. 14.REFER TO FINAL PLAT OR ALTA SURVEY FOR EXACT LOT AND PROPERTY BOUNDARY DIMENSIONS. 15.ALL AREAS ARE ROUNDED TO THE NEAREST SQUARE FOOT. 16.ALL DIMENSIONS ARE ROUNDED TO THE NEAREST TENTH FOOT. 17.ALL PARKING STALLS TO BE 9' IN WIDTH AND 18' IN LENGTH UNLESS OTHERWISE INDICATED. N O R T H BLDG: A110,000 SFFFE: 856.00TRUCK DOCK: 852.00PROPERTY LINE PROPERTY LINE 15' PARKING SETBACK 30' BUILDING SETBACK 10' BUILDING SETBACK STORMWATER MANAGEMENT 40' UTILITY EASEMENT PUBLIC TRAIL EASEMENT PUBLIC TRAIL EASEMENT 13.0 ' 13.0 ' 13.1'10.0'10.0'18.0'25.0'18.0'18.0'25.0'18.0' 27.0' 18.0'24.0'18.0'18.0'24.0'18.0' R25.0' R30.0' R15.0' A A J J G J N A I B J JJ J C C H A I N H N H N H H H H H H H H HJ J L L D E D E G J G J J FF D E A A A H J J C CM M O O O O O O HO O G G K J R25.0' R10.0' R25.0' C B I I I 60.0'80.0'C M SEE LANDSCAPE PLANS FOR AMENITY AREA DETAIL A O O R26.0' R30.0'PREPARED FORSITE PLANC301NORTH 100 BUSINESSPARKSCANNELL PROPERTIESBROOKLYN CENTERMNDATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION ANDTHAT I AM A DULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THE STATE OFMINNESOTA.MNLIC. NO.BRIAN M. WURDEMAN05/24/202253113DATECHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECT16084602101/05/2022AS SHOWNRAVRAVBMWPROPOSED CURB AND GUTTER PROPERTY LINE PROPOSED FENCE SETBACK LINE RETAINING WALL PROPOSED STANDARD DUTY ASPHALT PROPOSED CONCRETE PAVEMENT PROPOSED STORMWATER MANAGEMENT AREA PROPOSED CONCRETE SIDEWALK LEGEND PROPOSED HEAVY DUTY ASPHALT KEYNOTE LEGEND CONCRETE SIDEWALK CONCRETE PAVEMENT MATCH EXISTING EDGE OF PAVEMENT/ CURB & GUTTER ACCESSIBLE PARKING SIGN ACCESSIBLE PARKING AREA STRIPED WITH 4" SYSL @ 45° 2' O.C. STANDARD DUTY ASPHALT PAVEMENT LANDSCAPE AREA - SEE LANDSCAPE PLANS HEAVY DUTY ASPHALT PAVEMENT B612 CURB & GUTTER (TYP.) 4" WIDE PAINTED SOLID LINE, TYP. STOP SIGN PAVEMENT MARKINGS, TYP. BITUMINOUS TRAIL PEDESTRIAN RAMP RIPRAP A B C D E F G H I J K L M N O P This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.SHEET NUMBER 2018 KIMLEY-HORN AND ASSOCIATES, INC.767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY-HORN.COMK:\TWC_LDEV\Scannell\brooklyn center - sears\3 Design\CAD\plansheets\C4.1-SITE PLAN ENLARGEMENTS.dwg May 24, 2022 - 5:00pm©BYREVISIONSNo.DATEPRELIMINARY - NOT FOR CONSTRUCTIONSEE SHEET C302 NORTH BLDG: B120,000 SFFFE: 856.00TRUCK DOCK: 852.00STORMWATER MANAGEMENT PROPERTY LINE PROPERTY LINE 25' BUILDING SETBACK 15' PARKING SETBACK 15' PARKING SETBACK 40' BUILDING SETBACK 40' UTILITY EASEMENT PUBLIC TRAIL EASEMENT R25.0' J I H J H R25.0' R10.0' R25.0' R15.0' R15.0' R10.0' R15.0' R10.0' R10.0' E D E D E D J J J J J J J J H H H H H H H A A A A H H H C C C C C B B I I I 80.0'60.0'30.0'18.0'25.0'18.0'18.0'24.0'18.0' C C G G G 24.0' F F N N C K A O O A R26.0'PREPARED FORSITE PLANC302NORTH 100 BUSINESSPARKSCANNELL PROPERTIESBROOKLYN CENTERMNDATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION ANDTHAT I AM A DULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THE STATE OFMINNESOTA.MNLIC. NO.BRIAN M. WURDEMAN05/24/202253113DATECHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECT16084602101/05/2022AS SHOWNRAVRAVBMWPROPOSED CURB AND GUTTER PROPERTY LINE PROPOSED FENCE SETBACK LINE RETAINING WALL PROPOSED STANDARD DUTY ASPHALT PROPOSED CONCRETE PAVEMENT PROPOSED STORMWATER MANAGEMENT AREA PROPOSED CONCRETE SIDEWALK LEGEND PROPOSED HEAVY DUTY ASPHALT This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.SHEET NUMBER 2018 KIMLEY-HORN AND ASSOCIATES, INC.767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY-HORN.COMK:\TWC_LDEV\Scannell\brooklyn center - sears\3 Design\CAD\plansheets\C4.1-SITE PLAN ENLARGEMENTS.dwg May 24, 2022 - 5:00pm©BYREVISIONSNo.DATEPRELIMINARY - NOT FOR CONSTRUCTIONSEE SHEET C301 NORTHKEYNOTE LEGEND CONCRETE SIDEWALK CONCRETE PAVEMENT MATCH EXISTING EDGE OF PAVEMENT/ CURB & GUTTER ACCESSIBLE PARKING SIGN ACCESSIBLE PARKING AREA STRIPED WITH 4" SYSL @ 45° 2' O.C. STANDARD DUTY ASPHALT PAVEMENT LANDSCAPE AREA - SEE LANDSCAPE PLANS HEAVY DUTY ASPHALT PAVEMENT B612 CURB & GUTTER (TYP.) 4" WIDE PAINTED SOLID LINE, TYP. STOP SIGN PAVEMENT MARKINGS, TYP. BITUMINOUS TRAIL PEDESTRIAN RAMP RIPRAP A B C D E F G H I J K L M N O P This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.SHEET NUMBER 2018 KIMLEY-HORN AND ASSOCIATES, INC.767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY-HORN.COMK:\TWC_LDEV\Scannell\brooklyn center - sears\3 Design\CAD\plansheets\C4-SITE DETAILS.dwg May 24, 2022 - 5:00pmBYREVISIONSNo.DATEPRELIMINARY - NOT FOR CONSTRUCTIONPREPARED FORSITE DETAILSC303NORTH 100BUSINESS PARKSCANNELL PROPERTIESBROOKLYNCENTERMNDATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION ANDTHAT I AM A DULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THE STATE OFMINNESOTA.MNLIC. NO.BRIAN M. WURDEMAN05/24/202253113DATECHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECT16084602105/24/2022AS SHOWNRAVRAVBMWSCALE: NTS CONCRETE PAVEMENT SCALE: NTS STANDARD DUTY BITUMINOUS SCALE: NTS HEAVY DUTY BITUMINOUSCONCRETE SIDEWALK DETAIL DETAIL STANDARD STALL ADA STALL ACCESS ISLE ADA STALL STANDARD STALL 6"TRANSITION PAVEMENT TO FLUSH WITH SIDEWALK INTEGRAL SIDEWALK CURB SEE DETAIL ACCESSIBLE PARKING SIGN WITH BOLLARD SEE DETAIL 2' STRIPING - 4" TRAFFIC WHITE INTEGRAL SIDEWALK CURB SEE DETAIL INTEGRAL SIDEWALK CURB SEE DETAIL (2% MAX.) PLAN VIEW OF ADA PARKING SECTION A-A SECTION B-B B B AA N.T.S. ACCESSIBLE PARKING SYMBOL N.T.S. ADA PARKING WITH INTEGRAL CURB BLDG: A 110,000 SF FFE: 856.00 TRUCK DOCK: 852.00 BLDG: B 120,000 SF FFE: 856.00 TRUCK DOCK: 852.00 DDD DD 855 855854856 856852852853853854851851851852 85 2 853 854855856 856855853 8 5 4 854850 850 850 850 851 852 851852 852851852852851851852852 850 8498 5 185185285085185 2 852853851852853SEE SHEET C402 SEE SHEET C401 854854845850844846847848849851850 851 852 850 849 8 4 9 85 0 85 1851852851850850 852 852853852852853 853853852 852 853 853852 853 853 8 5 2 852 8528518538 5 4 85385 2 8518 5 2852 851 852852 852 852851852851852 8528 5 3 851849849848 848 849 848 847 845 844 843 842 840840839838 83 9 8 4 1842843845847 849 851 847852MH-2 OCS-2 OCS-1 MH-1 40' UTILITY EASEMENT PUBLIC TRAIL EASEMENT 40' UTILITY EASEMENT PUBLIC TRAIL EASEMENT PROPERTY LINE PROPERTY LINE PROPERTY LINE PROPERTY LINE This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.SHEET NUMBER 2018 KIMLEY-HORN AND ASSOCIATES, INC.767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY-HORN.COMK:\TWC_LDEV\Scannell\brooklyn center - sears\3 Design\CAD\plansheets\C5-GRADING PLAN.dwg May 24, 2022 - 5:00pm©BYREVISIONSNo.DATEPRELIMINARY - NOT FOR CONSTRUCTIONPREPARED FOROVERALLGRADING PLANC400NORTH 100 BUSINESSPARKSCANNELL PROPERTIESBROOKLYN CENTERMNDATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION ANDTHAT I AM A DULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THE STATE OFMINNESOTA.MNLIC. NO.BRIAN M. WURDEMAN05/24/202253113DATECHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECT16084602105/24/2022AS SHOWNRAVRAVBMWGRADING PLAN NOTES 1.ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE CITY OF BROOKLYN CENTER, SPECIFICATIONS AND BUILDING PERMIT REQUIREMENTS. 2.CONTRACTOR TO CALL GOPHER STATE CALL ONE @ <1-800-252-1166> AT LEAST TWO WORKING DAYS PRIOR TO EXCAVATION/CONSTRUCTION FOR UTILITY LOCATIONS. 3.STORM SEWER PIPE SHALL BE AS FOLLOWS: RCP PER ASTM C-76 HDPE: 0" - 10" PER AASHTO M-252 HDPE: 12" OR GREATER PER ASTM F-2306 PVC SCH. 40 PER ASTM D-1785 STORM SEWER FITTINGS SHALL BE AS FOLLOWS: RCP PER ASTM C-76, JOINTS PER ASTM C-361, C-990, AND C-443 HDPE PER ASTM 3212 PVC PER ASTM D-3034, JOINTS PER ASTM D-3212 4.CONTRACTOR TO FIELD VERIFY THE LOCATIONS AND ELEVATIONS OR EXISTING UTILITIES AND TOPOGRAPHIC FEATURES PRIOR TO THE START OF SITE GRADING. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE PROJECT ENGINEER OF ANY DISCREPANCIES OR VARIATIONS. 5.SUBGRADE EXCAVATION SHALL BE BACKFILLED IMMEDIATELY AFTER EXCAVATION TO HELP OFFSET ANY STABILITY PROBLEMS DUE TO WATER SEEPAGE OR STEEP SLOPES. WHEN PLACING NEW SURFACE MATERIAL ADJACENT TO EXISTING PAVEMENT, THE EXCAVATION SHALL BE BACKFILLED PROMPTLY TO AVOID UNDERMINING OF EXISTING PAVEMENT. 6.CONTRACTOR SHALL BE RESPONSIBLE FOR ALL HORIZONTAL AND VERTICAL CONTROL. 7.CONTRACTOR SHALL EXCAVATE DRAINAGE TRENCHES TO FOLLOW PROPOSED STORM SEWER ALIGNMENTS. 8.GRADES SHOWN ARE FINISHED GRADES. CONTRACTOR SHALL ROUGH GRADE TO SUBGRADE ELEVATION AND LEAVE STREET READY FOR SUBBASE. 9.ALL EXCESS MATERIAL, BITUMINOUS SURFACING, CONCRETE ITEMS, ANY ABANDONED UTILITY ITEMS, AND OTHER UNSTABLE MATERIALS SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE DISPOSED OF OFF THE CONSTRUCTION SITE. 10.REFER TO THE UTILITY PLAN FOR SANITARY SEWER MAIN, WATER MAIN SERVICE LAYOUT AND ELEVATIONS AND CASTING / STRUCTURE NOTATION. 11.CONTRACTOR IS RESPONSIBLE FOR CONSTRUCTION OF PAVEMENTS AND CURB AND GUTTER WITH SMOOTH UNIFORM SLOPES TO PROVIDE POSITIVE DRAINAGE. 12.INSTALL A MINIMUM OF <4" CLASS 5> AGGREGATE BASE UNDER CURB AND GUTTER AND CONCRETE SIDEWALKS. 13.UPON COMPLETION OF EXCAVATION AND FILLING, CONTRACTOR SHALL RESTORE ALL STREETS AND DISTURBED AREAS ON SITE. ALL DISTURBED AREAS SHALL BE RE-VEGETATED WITH A MINIMUM OF <4" OF TOPSOIL>. 14.ALL SPOT ELEVATIONS/CONTOURS ARE TO GUTTER / FLOW LINE UNLESS OTHERWISE NOTED. 15.GRADING FOR ALL SIDEWALKS AND ACCESSIBLE ROUTES INCLUDING CROSSING DRIVEWAYS SHALL CONFORM TO CURRENT ADA STATE/NATIONAL STANDARDS. IN NO CASE SHALL ACCESSIBLE RAMP SLOPES EXCEED 1 VERTICAL TO 12 HORIZONTAL. IN NO CASE SHALL SIDEWALK CROSS SLOPES EXCEED 2% . IN NO CASE SHALL LONGITUDINAL SIDEWALK SLOPES EXCEED 5%. IN NO CASE SHALL ACCESSIBLE PARKING STALLS OR AISLES EXCEED 2% (1.5% TARGET) IN ALL DIRECTIONS. SIDEWALK ACCESS TO EXTERNAL BUILDING DOORS AND GATES SHALL BE ADA COMPLIANT. CONTRACTOR SHALL NOTIFY ENGINEER IMMEDIATELY IF ADA CRITERIA CANNOT BE MET IN ANY LOCATION PRIOR TO PAVING. NO CONTRACTOR CHANGE ORDERS WILL BE ACCEPTED FOR A.D.A COMPLIANCE ISSUES. 16.MAINTAIN A MINIMUM OF 0.5% GUTTER SLOPE TOWARDS LOW POINTS. 17.CONTRACTOR TO PROVIDE 3" INSULATION BY 5' WIDE CENTERED ON STORM PIPE IF LESS THAN 4' OF COVER IN PAVEMENT AREAS AND LESS THAN 3' OF COVER IN LANDSCAPE AREAS. 18.ROOF DRAIN INVERT CONNECTIONS AT THE BUILDING SHALL BE AT ELEVATION SHOWN OR LOWER UNLESS NOTED OTHERWISE. REFERENCE MEP PLANS FOR ROOF DRAIN CONNECTION. 19.ALL STORM SEWER CONNECTIONS SHALL BE GASKETED AND WATER TIGHT INCLUDING MANHOLE CONNECTIONS. 20.ALL STORM SEWER PIPE SHALL BE AIR TESTED IN ACCORDANCE WITH THE CURRENT PLUMBING CODE. 21.MAINTAIN A MINIMUM OF 1.25% SLOPE IN BITUMINOUS PAVEMENT AREAS, 0.5% SLOPE IN CONCRETE PAVEMENT AREAS. 22.CONTRACTOR SHALL REVIEW PAVEMENT GRADIENT AND CONSTRUCT "INFALL CURB" WHERE PAVEMENT DRAINS TOWARD GUTTER, AND "OUTFALL" CURB WHERE PAVEMENT DRAINS AWAY FROM GUTTER. PROPOSED STORM SEWER PROPOSED STORM SEWER PROPERTY LINE EXISTING CONTOUR PROPOSED CONTOUR925 PROPOSED SPOT ELEVATION100.00 LEGEND PROPOSED HIGH POINT ELEVATION HP:0.0 PROPOSED LOW POINT ELEVATION PROPOSED GUTTER ELEVATION PROPOSED TOP OF CURB ELEVATION PROPOSED FLUSH PAVEMENT ELEVATION LP:0.0 G:0.00 T:0.00 PROPOSED EMERGENCY OVERFLOW T/G:0.0 EOF:0.0 0.0%PROPOSED DRAINAGE DIRECTION 0.00%PROPOSED ADA SLOPE ME:0.0 MATCH EXISTING ELEVATION PROPOSED STORM MANHOLE (SOLID CASTING) PROPOSED STORM MANHOLE (ROUND INLET CASTING) PROPOSED STORM MANHOLE/ CATCH BASIN (CURB INLET CASTING) PROPOSED STORM SEWER CLENOUT PROPOSED RIPRAP PROPOSED FLARED END SECTION CO D N O R T H DDPROPERTY LINE 852851 85285285 1 8 5 2 852851 851 852 852 851851 85285285 1 8 5 2 852851 851 852 852 851850852849849850851851 852 851 850852852853 852 852 853 853 853852852853853852 852852 851 85385485 3 852851 852852 8518528 5 2852851 852 85 1 852 40' UTILITY EASEMENT PUBLIC TRAIL EASEMENT PROPERTY LINE FILTRATION BASIN 1 BOT: 843.50 24" SAND IE: 841.50 100-YR HWL: 848.94 855.42 G:855.19 G:855.12 G:855.09 G:855.04 G:855.01 G:855.08 G:855.58 G:855.31 G:855.08 G:855.01 G:854.75 G:854.69G:852.88 G:853.30 G:853.34 G:854.44 G:854.55 G:854.48 G:854.55 G:853.09 G:853.00 G:852.72 G:852.63 G:852.60 G:852.62 G:852.96 G:853.43 G:853.47 G:853.10 G:852.64 G:852.53 G:851.40 856.00 G:851.45 G:851.40 G:851.45 G:851.40 G:852.00 G:852.00 G:851.40 G:851.40 G:851.55 G:851.68 G:852.25 G:854.40 G:854.42 G:854.27 G:854.35 G:854.28 G:854.26 G:854.17 G:854.17 G:854.47 G:854.38G:854.35 G:854.06 G:853.96 G:853.70 G:853.35 G:852.71 852.39 G:852.18 G:852.39 853.09 G:852.82 856.00 G:851.76 G:852.15 G:852.40 G:853.31 G:855.14 G:855.21 G:855.42 856.00 852.70 853.65 852.92 852.94 G:854.56 G:854.53 G:854.54 G:854.55 G:854.27 G:854.51 G:851.73 G:852.70 G:852.70 853.95 855.81 855.89 855.92 855.85 855.81 855.81 854.44 854.40 852.75 852.65 852.64 852.68 852.68 853.15 853.81 853.73 853.06 852.59 852.60 851.56 852.07 852.12851.67 852.03 851.89 851.84 852.75 852.80 853.16 852.97 853.02 853.21 853.52 855.02 855.02 856.00 TW:856.00 TW:851.40 BW:852.00 BW:851.40 TW:856.00 BW:852.00 G:855.11 G:855.15 855.68 855.73 855.91 855.89 854.04 853.97 856.00 856.00 856.00 2.46%2.55%2.36%2.90%2.49% 2.41% 4.59 %2.29%3.46%2.37% 2.06% 2.04 %1.57%3.55%2.15%1.44%2.20%1.50%2.30%1.00%1.00%1.00%1.00%TW:851.40 BW:851.40 ME:852.39 ME:852.13 ME:851.75 ME:851.43 G:855.11 G:854.95 G:855.33 G:853.82 G:853.71 G:853.71 G:853.79 G:855.33 G:855.05 G:854.99 G:854.91G:854.87 G:854.59 G:854.03 G:853.96 G:853.90 G:853.85 G:853.71 G:853.59 ME:852.72 ME:852.62 ST-201 RE:853.60 IE:850.52 NE IE:843.94 SW ST-301 RE:853.60 IE:850.52 NE IE:843.93 SW ST-401 RE:854.35 IE:843.98 NE IE:843.98 W ST-402 RE:853.78 IE:844.76 NE IE:844.76 SW RD-1C IE:852.00 SW RD-1B IE:852.00 SW ST-101 RE:853.17 IE:844.29 N IE:-4.68 NE IE:844.29 S ST-102 RE:852.64 IE:845.71 NE IE:845.71 S ST-103 RE:852.60 IE:846.83 SE IE:846.83 SW ST-405 RE:850.42 IE:847.96 NE IE:847.96 SW IE:847.96 SE ST-104 RE:850.55 IE:847.91 NE IE:847.91 SW IE:847.91 NW ST-403 RE:851.14 IE:845.90 NW IE:845.90 NE IE:845.90 SWST-404 RE:850.39 IE:846.60 NW IE:846.60 NE IE:846.60 SW IE:846.60 SE RD-1E IE:848.50 NE OCS-1 SEE DETAIL ST-400 IE:843.50 E ST-100 IE:843.50 N ST-200 IE:843.50 NE ST-300 IE:843.50 NE MH-1 RE:852.09 IE:841.00 NW RD-1D IE:848.50 NE RD-1F IE:848.50 NE RD-1A IE:852.00 SW 78 LF - 36" RCP @ 0.64% 184 LF - 24" RCP @ 0.59% 189 LF - 24" RCP @ 0.59% 242 LF - 30" RCP @ 0.59% 134 LF - 36" RCP @ 0.59% 74 LF - 15" CMP @ 1152.71% 43 LF - 18" RCP @ 1.00% 44 LF - 18" RCP @ 1.00% 74 LF - 15" CMP @ 2.00% 74 LF - 15" CMP @ 2.00% 248 LF - 24" RCP @ 0.55% 130 LF - 30" RCP @ 0.55% 207 LF - 36" RCP @ 0.55% 143 LF - 36" RCP @ 0.55%88 LF - 42" RCP@ 0.55 % 100 LF - 15" RCP @ 0.59% 100 LF - 15" RCP @ 0.55% 100 LF - 15" RCP @ 1.90% BLDG: A 110,000 SF FFE: 856.00 TRUCK DOCK: 852.00 853 851 851 851 851 851 851 855 8 5 3 85 4 855853854856845 850 844 846 847 848 849 851 852 853 845 850 844 846 847 848 849 851 852 854 854 852852852852852 85 2 853853 85485485285285 3 852852 This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.SHEET NUMBER 2018 KIMLEY-HORN AND ASSOCIATES, INC.767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY-HORN.COMK:\TWC_LDEV\Scannell\brooklyn center - sears\3 Design\CAD\plansheets\C5.0-GRADING PLAN ENLARGEMENTS.dwg May 24, 2022 - 5:01pm©BYREVISIONSNo.DATEPRELIMINARY - NOT FOR CONSTRUCTIONPREPARED FORGRADING PLANC401NORTH 100BUSINESS PARKSCANNELL PROPERTIESBROOKLYN CENTERMNDATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION ANDTHAT I AM A DULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THE STATE OFMINNESOTA.MNLIC. NO.BRIAN M. WURDEMAN05/24/202253113DATECHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECT16084602105/24/2022AS SHOWNRAVRAVBMWPROPOSED STORM SEWER PROPOSED STORM SEWER PROPERTY LINE EXISTING CONTOUR PROPOSED CONTOUR925 PROPOSED SPOT ELEVATION100.00 LEGEND PROPOSED HIGH POINT ELEVATION HP:0.0 PROPOSED LOW POINT ELEVATION PROPOSED GUTTER ELEVATION PROPOSED TOP OF CURB ELEVATION PROPOSED FLUSH PAVEMENT ELEVATION LP:0.0 G:0.00 T:0.00 PROPOSED EMERGENCY OVERFLOW T/G:0.0 EOF:0.0 0.0%PROPOSED DRAINAGE DIRECTION 0.00%PROPOSED ADA SLOPE ME:0.0 MATCH EXISTING ELEVATION PROPOSED STORM MANHOLE (SOLID CASTING) PROPOSED STORM MANHOLE (ROUND INLET CASTING) PROPOSED STORM MANHOLE/ CATCH BASIN (CURB INLET CASTING) PROPOSED STORM SEWER CLENOUT PROPOSED RIPRAP PROPOSED FLARED END SECTION CO D SEE SHEET C402 NORTH DDD850 850850850851852850849 851850 850850850851852850849 851853852853853 852851 852 85 1 852 8 5 2 853851 849849 848848849848847845844843840 839 838 849851852 40' UTILITY EASEMENT PUBLIC TRAIL EASEMENT PROPERTY LINE PROPERTY LINE INFILTRATION BASIN 2 BOT: 849.00 100-YR HWL: 852.82 G:852.72 G:852.63 G:852.60 G:852.62 G:852.96 G:853.10 G:852.64 G:852.53 G:851.40 G:851.40G:851.40 G:852.00G:852.00 G:851.45 G:851.40 G:851.40 G:851.45 856.00 G:851.55 G:851.68 G:852.25 G:853.86 G:854.56 G:855.02 G:855.10 G:855.32 G:855.09 G:855.02 G:855.04 G:855.05 G:855.05 G:855.13 G:855.35 G:855.35 G:855.13 G:855.05 G:854.89 G:854.22 G:854.06 G:853.92 G:853.92 G:854.11 G:853.49 G:853.08 G:851.76 G:852.15 G:852.40 G:853.31 G:854.20 G:854.12 G:853.71 G:854.03 G:852.84 G:853.72 G:853.52 G:854.04 G:854.14 G:854.14 G:853.38 G:850.30 G:850.72 G:853.14 G:853.75G:853.86 G:854.04 G:853.37 G:853.36 G:853.83 G:854.02G:852.96 G:853.17 G:851.42 G:851.73 G:852.70 851.38 ME:849.84 851.43 TW:851.40 TW:856.00TW:856.00 BW:852.00 TW:851.40 BW:851.40 BW:852.00 BW:851.40 856.00 G:856.00 856.00 856.00 856.00 G:854.42 G:854.47 4.59 % 5.52% 2.59 % 1.13 %4.17%3:12.68%5.16%4.86%3:13:13.08%1.64%2.68% 3.69% 3.69%1.57%3.55%2.15%1.44%2.20%1.50%2.30%7.67%1.00%1.00%7.67%ME:849.39 ME:849.85 ME:852.56 ME:852.33 ME:852.39 ME:849.14 ME:848.41 ST-601 RE:853.37 IE:850.53 SW IE:849.23 NE ST-501 RE:853.36 IE:849.07 NW IE:850.52 SW IE:849.07 E ST-801 RE:853.53 IE:849.20 NE ST-504 RE:853.33 IE:850.50 NE ST-503 RE:853.33 IE:849.74 SW IE:849.74 SE ST-502 RE:854.42 IE:849.56 NW IE:849.56 SE ST-701 RE:853.52 IE:849.25 E RD-2F IE:852.00 SW RD-2E IE:852.00 NE RD-2D IE:852.00 NE ST-406 RE:852.42 IE:846.92 NE IE:846.92 SW ST-405 RE:850.42 IE:847.96 NE IE:847.96 SW IE:847.96 SE ST-104 RE:850.55 IE:847.91 NE IE:847.91 SW IE:847.91 NW ST-500 IE:849.00 W ST-403 RE:851.14 IE:845.90 NW IE:845.90 NE IE:845.90 SWST-404 RE:850.39 IE:846.60 NW IE:846.60 NE IE:846.60 SW IE:846.60 SE ST-600 IE:849.00 SW ST-700 IE:849.00 W OCS-2 SEE DETAIL ST-800 IE:849.00 SW ST-900 IE:849.00 SE ST-901 IE:849.00 NW MH-2 RE:850.30 IE:845.00 W RD-2A IE:848.50 SW RD-2C IE:848.50 SW RD-2B IE:848.50 SW 50 LF - 18" RCP @ 7.94%64 LF - 15" RCP @ 0.00% 20 LF - 18" RCP @ 1.00%25 LF - 18" RCP @ 1.00% 23 LF - 18" RCP @ 1.00% 21 LF - 30" RCP @ 0.35% 216 LF - 15" RCP @ 0.35% 50 LF - 18" RCP @ 0.35% 138 LF - 18" RCP @ 0.35% 74 LF - 15" RCP @ 2.00% 74 LF - 15" RCP @ 2.00% 98 LF - 15" RCP @ 5.17% 184 LF - 24" RCP @ 0.59% 248 LF - 24" RCP @ 0.55% 130 LF - 30" RCP @ 0.55% 186 LF - 15" RCP @ 0.55% 100 LF - 15" RCP @ 0.59% 100 LF - 15" RCP @ 0.54% 100 LF - 15" RCP @ 1.90% INFILTRATION BASIN 2 BOT: 849.00 100-YR HWL: 852.82 BLDG: B 120,000 SF FFE: 856.00 TRUCK DOCK: 852.00 850 850 849 851 851 852 852853 855855 853854854 854854856856 855854854854856855 853 854 851 851 851 851 851 851 855 85285285 3 854 850 84 9 851 852852852853853853853854854 850 849 851852853854 G:854.88 This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.SHEET NUMBER 2018 KIMLEY-HORN AND ASSOCIATES, INC.767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY-HORN.COMK:\TWC_LDEV\Scannell\brooklyn center - sears\3 Design\CAD\plansheets\C5.0-GRADING PLAN ENLARGEMENTS.dwg May 24, 2022 - 5:01pm©BYREVISIONSNo.DATEPRELIMINARY - NOT FOR CONSTRUCTION0.0%PROPOSED DRAINAGE DIRECTION 0.00%PROPOSED ADA SLOPE PREPARED FORGRADING PLANC402NORTH 100BUSINESS PARKSCANNELL PROPERTIESBROOKLYN CENTERMNDATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION ANDTHAT I AM A DULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THE STATE OFMINNESOTA.MNLIC. NO.BRIAN M. WURDEMAN05/24/202253113DATECHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECT16084602105/24/2022AS SHOWNRAVRAVBMWPROPOSED STORM SEWER PROPOSED STORM SEWER PROPERTY LINE EXISTING CONTOUR PROPOSED CONTOUR925 PROPOSED SPOT ELEVATION100.00 LEGEND PROPOSED HIGH POINT ELEVATION HP:0.0 PROPOSED LOW POINT ELEVATION PROPOSED GUTTER ELEVATION PROPOSED TOP OF CURB ELEVATION PROPOSED FLUSH PAVEMENT ELEVATION LP:0.0 G:0.00 T:0.00 PROPOSED EMERGENCY OVERFLOW T/G:0.0 EOF:0.0 ME:0.0 MATCH EXISTING ELEVATION PROPOSED STORM MANHOLE (SOLID CASTING) PROPOSED STORM MANHOLE (ROUND INLET CASTING) PROPOSED STORM MANHOLE/ CATCH BASIN (CURB INLET CASTING) PROPOSED STORM SEWER CLENOUT PROPOSED RIPRAP PROPOSED FLARED END SECTION CO D SEE SHEET C401 NORTH This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.SHEET NUMBER 2018 KIMLEY-HORN AND ASSOCIATES, INC.767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY-HORN.COMK:\TWC_LDEV\Scannell\brooklyn center - sears\3 Design\CAD\plansheets\C5-GRADING DETAILS.dwg May 24, 2022 - 5:01pmBYREVISIONSNo.DATEPRELIMINARY - NOT FOR CONSTRUCTIONPREPARED FORGRADING DETAILSC403NORTH 100BUSINESS PARKSCANNELL PROPERTIESBROOKLYN CENTERMNDATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION ANDTHAT I AM A DULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THE STATE OFMINNESOTA.MNLIC. NO.BRIAN M. WURDEMAN05/24/202253113DATECHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECT16084602105/24/2022AS SHOWNRAVRAVBMW3:1 MA X BASIN BOTTOM: 843.50 3:1 M A X OUTLET CONTROL STRUCTURE 1 (OCS1) BMP #1 SURFACE FILTRATION BASIN SECTION N.T.S. SAND IE: 841.50 24" ENGINEERED SOIL MEDIA. FILTER TOPSOIL BORROW, MODIFIED TO HAVE A MIXTURE BY VOLUME OF 80% SAND COVER "FINE AGGREGATE FOR PORTLAND CEMENT CONCRETE" AND 20% COMPOST. CONTRACTOR IS TO NOT COMPACT FILTRATION BASIN. 100-YR HWL: 848.94 1.5'6" DRAINTILE (DRAINTILE TO DISCHARGE ON OUTLET SIDE OF WEIR WALL) IE: VARIES NATIVE SOILS 0.5'PLACE DRAINTILE 6" ABOVE BOTTOM OF ENGINEERED MEDIA SECTION PROVIDE IMPERMEABLE LINER SEPARATION FROM SAND MEDIA AND EXISTING SUBGRADE/GROUNDWATER, LINER TO BE 30 MIL AND MEET ASTM D-4833, ASTM D-412, AND ASTM D-624; PROVIDE GEOTEXTILE FABRIC TO PROTECT LINER FROM PUNCTURE. OUTLET CONTROL STRUCTURE 1 (OCS-1) ALL JOINTS IN MANHOLE TO HAVE "O" RING RUBBER GASKET PLAN OUTLET FLOW MANHOLE STEPS, 16" O.C. PRECAST CONCRETE MANHOLE BASE PRECAST CONCRETE MANHOLE SECTION 48" DIA. FLOW SECTION A-A PIPE SHALL BE CUT FLUSH WITH INSIDE FACE OF WALL 6" 48" DIA. FLOW FLOW OUTLET 36" IE: 841.50 TOP OF WEIR IE: 846.50 IE: 843.50 36" INLET INLET RIM ELEV: 848.00 OUTLET CONTROL STRUCTURE 2 (OCS-2) ALL JOINTS IN MANHOLE TO HAVE "O" RING RUBBER GASKET PLAN OUTLET FLOW MANHOLE STEPS, 16" O.C. PRECAST CONCRETE MANHOLE BASE PRECAST CONCRETE MANHOLE SECTION 48" DIA. SECTION B-B PIPE SHALL BE CUT FLUSH WITH INSIDE FACE OF WALL 6" 60" DIA. FLOW OUTLET IE: 849.00 18" RIM ELEV: 852.00 6" DT IE: 842.00 BLDG: A 110,000 SF FFE: 856.00 TRUCK DOCK: 852.00 BLDG: B 120,000 SF FFE: 856.00 TRUCK DOCK: 852.00 SEE SHEET C502 STORMWATER MANAGEMENT STORMWATER MANAGEMENT PROPERTY LINE PROPERTY LINE PROPERTY LINE PROPERTY LINE 25' BUILDING SETBACK 15' PARKING SETBACK 15' PARKING SETBACK 30' BUILDING SETBACK 10' BUILDING SETBACK 15' PARKING SETBACK 40' BUILDING SETBACK 40' UTILITY EASEMENT PUBLIC TRAIL EASEMENT PUBLIC TRAIL EASEMENT 40' UTILITY EASEMENT PUBLIC TRAIL EASEMENT SEE SHEET C501 This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.SHEET NUMBER 2018 KIMLEY-HORN AND ASSOCIATES, INC.767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY-HORN.COMK:\TWC_LDEV\Scannell\brooklyn center - sears\3 Design\CAD\plansheets\C6-UTILITY PLAN.dwg May 24, 2022 - 5:01pmBYREVISIONSNo.DATEPRELIMINARY - NOT FOR CONSTRUCTIONPREPARED FOROVERALL UTILITYPLANC500NORTH 100 BUSINESSPARKSCANNELL PROPERTIESBROOKLYN CENTERMNDATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION ANDTHAT I AM A DULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THE STATE OFMINNESOTA.MNLIC. NO.BRIAN M. WURDEMAN05/24/202253113DATECHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECT16084602105/24/2022AS SHOWNRAVRAVBMWUTILITY PLAN NOTES 1.ALL FILL MATERIAL IS TO BE IN PLACE, AND COMPACTED BEFORE INSTALLATION OF PROPOSED UTILITIES. 2.SANITARY SEWER PIPE SHALL BE AS FOLLOWS: 8" PVC SDR35 PER ASTM D-3034, FOR PIPES LESS THAN 12' DEEP 8" PVC SDR26 PER ASTM D-3034, FOR PIPES MORE THAN 12' DEEP 6" PVC SCHEDULE 40 PER ASTM D-1785 DUCTILE IRON PIPE PER AWWA C150 3.WATER LINES SHALL BE AS FOLLOWS: 6" AND LARGER, PVC C-900 PER ASTM D 2241 CLASS 200 UNDER COUNTY ROADS, OTHERWISE CLASS 150 4" AND LARGER DUCTILE IRON PIPE PER AWWA C150 SMALLER THAN 3" PIPING SHALL BE COPPER TUBE TYPE "K" PER ANSI 816.22 OR PVC, 200 P.S.I., PER ASTM D1784 AND D2241. 4.MINIMUM TRENCH WIDTH SHALL BE 2 FEET. 5.ALL WATER JOINTS ARE TO BE MECHANICAL JOINTS WITH RESTRAINTS SUCH AS THRUST BLOCKING, WITH STAINLESS STEEL OR COBALT BLUE BOLTS, OR AS INDICATED IN THE CITY SPECIFICATIONS AND PROJECT DOCUMENTS. 6.ALL UTILITIES SHOULD BE KEPT TEN (10') APART (PARALLEL) OR WHEN CROSSING 18" VERTICAL CLEARANCE (OUTSIDE EDGE OF PIPE TO OUTSIDE EDGE OF PIPE OR STRUCTURE). 7.CONTRACTOR SHALL MAINTAIN A MINIMUM OF 7'-5" COVER ON ALL WATERLINES. 8.IN THE EVENT OF A VERTICAL CONFLICT BETWEEN WATER LINES, SANITARY LINES, STORM LINES AND GAS LINES, OR ANY OBSTRUCTION (EXISTING AND PROPOSED), THE SANITARY LINE SHALL BE SCH. 40 OR C900 WITH MECHANICAL JOINTS AT LEAST 10 FEET ON EITHER SIDE OF THE CENTER LINE OF THE CROSSING. THE WATER LINE SHALL HAVE MECHANICAL JOINTS WITH APPROPRIATE FASTENERS AS REQUIRED TO PROVIDE A MINIMUM OF 18" VERTICAL SEPARATION. MEETING REQUIREMENTS OF ANSI A21.10 OR ANSI 21.11 (AWWA C-151) (CLASS 50). 9.LINES UNDERGROUND SHALL BE INSTALLED, INSPECTED AND APPROVED BEFORE BACKFILLING. 10.TOPS OF MANHOLES SHALL BE RAISED AS NECESSARY TO BE FLUSH WITH PROPOSED PAVEMENT ELEVATIONS, AND TO BE ONE FOOT ABOVE FINISHED GROUND ELEVATIONS, IN GREEN AREAS, WITH WATERTIGHT LIDS. 11.ALL CONCRETE FOR ENCASEMENTS SHALL HAVE A MINIMUM 28 DAY COMPRESSION STRENGTH AT 3000 P.S.I. 12.EXISTING UTILITIES SHALL BE VERIFIED IN FIELD PRIOR TO INSTALLATION OF ANY NEW LINES. 13.REFER TO INTERIOR PLUMBING DRAWINGS FOR TIE-IN OF ALL UTILITIES. 14.CONTRACTOR IS RESPONSIBLE FOR COMPLYING TO THE SPECIFICATIONS OF THE CITY OF BROOKLYN CENTER AND/OR STATE OF MN WITH REGARDS TO MATERIALS AND INSTALLATION OF THE WATER AND SEWER LINES. 15.THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES, AND WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANIES AT LEAST 72 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. 16.CONTRACTOR IS RESPONSIBLE FOR ALL NECESSARY INSPECTIONS AND/OR CERTIFICATIONS REQUIRED BY CODES AND/OR UTILITY SERVICE COMPANIES. 17.CONTRACTOR SHALL COORDINATE WITH ALL UTILITY COMPANIES FOR INSTALLATION REQUIREMENTS AND SPECIFICATIONS. 18.CONTRACTOR SHALL REFERENCE ARCH / MEP PLANS FOR SITE LIGHTING AND ELECTRICAL PLAN. 19.BACKFLOW DEVICES (DDCV AND PRZ ASSEMBLIES) AND METERS ARE LOCATED IN THE INTERIOR OF THE BUILDING. REF. ARCH / MEP PLANS. 20.ALL ONSITE WATERMAINS AND SANITARY SEWERS SHALL BE PRIVATELY OWNED AND MAINTAINED. 21.ALL WATERMAIN STUBOUTS SHALL BE MECHANICALLY RESTRAINED WITH REACTION BLOCKING. SANITARY SEWER MANHOLE STORM SEWER SANITARY SEWER WATERMAIN GATE VALVE HYDRANT TEE REDUCER UNDERGROUND ELECTRIC TELEPHONE GAS MAIN STORM SEWER LEGEND CO SANITARY CLEANOUTCO EXISTING PROPOSED N O R T H STORMWATER MANAGEMENT PROPERTY LINE PROPERTY LINE 15' PARKING SETBACK 30' BUILDING SETBACK 10' BUILDING SETBACK 40' UTILITY EASEMENT PUBLIC TRAIL EASEMENT PUBLIC TRAIL EASEMENT CONNECT TO EXISTING WATERMAIN. COORDINATE WITH WATER PROVIDER. FIRE HYDRANT 6" GATE VALVE 8" x 6" TEE 8" 45 DEG BEND 8" 45 DEG BEND 8" 45 DEG BEND 8" x 8" TEE8" x 8" TEE 8" x 8" TEE 8" WATER SERVICE 8" x 6" TEE 6" GATE VALVE FIRE HYDRANT 8" x 8" TEE 8" x 6" TEE 6" GATE VALVE FIRE HYDRANT 8" 45 DEG BEND BUILDING A CONNECTION IE:846.00 SW SS-2 RE:848.53 IE:845.18 NE IE:845.08 SE SS-1 RE:843.29 IE:839.94 NW IE:839.84 SW CONNECT TO EXISTING PIPE CONTRACTOR TO VERIFY IN FIELD RE:841.53 IE:838.18 NE 49 LF - 6" PVC @ 1.69% 304 LF - 6" PVC @ 1.69% 98 LF - 6" PVC @ 1.69% BLDG: A 110,000 SF FFE: 856.00 TRUCK DOCK: 852.00 This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.SHEET NUMBER 2018 KIMLEY-HORN AND ASSOCIATES, INC.767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY-HORN.COMK:\TWC_LDEV\Scannell\brooklyn center - sears\3 Design\CAD\plansheets\C6.1-UTILITY PLAN ENLARGEMENTS.dwg May 24, 2022 - 5:01pmBYREVISIONSNo.DATEPRELIMINARY - NOT FOR CONSTRUCTIONPREPARED FORUTILITY PLANC501NORTH 100BUSINESS PARKSCANNELL PROPERTIESBROOKLYN CENTERMNDATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION ANDTHAT I AM A DULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THE STATE OFMINNESOTA.MNLIC. NO.BRIAN M. WURDEMAN05/24/202253113DATECHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECT16084602105/24/2022AS SHOWNRAVRAVBMWSANITARY SEWER MANHOLE STORM SEWER SANITARY SEWER WATERMAIN GATE VALVE HYDRANT TEE REDUCER UNDERGROUND ELECTRIC TELEPHONE GAS MAIN STORM SEWER LEGEND CO SANITARY CLEANOUTCO EXISTING PROPOSED SEE SHEET C502 NORTH STORMWATER MANAGEMENT PROPERTY LINE PROPERTY LINE 25' BUILDING SETBACK 15' PARKING SETBACK 15' PARKING SETBACK 40' BUILDING SETBACK 40' UTILITY EASEMENT PUBLIC TRAIL EASEMENT CONNECT TO EXISTING WATERMAIN. COORDINATE WITH WATER PROVIDER. CONNECT TO EXISTING WATERMAIN. COORDINATE WITH WATER PROVIDER. 8" 45 DEG BEND 8" 45 DEG BEND 8" x 6" TEE 6" GATE VALVE FIRE HYDRANT 8" x 8" TEE8" x 8" TEE 8" x 8" TEE 8" WATER SERVICE 8" x 8" TEE 8" x 6" TEE 6" GATE VALVE FIRE HYDRANT BULDING B CONNECTION IE:846.00 NE CONNECT TO EXISTING MH CONTRACTOR TO VERIFY IN FIELD IE:843.56 SW 121 LF - 6" PVC @ 2.02% BLDG: B 120,000 SF FFE: 856.00 TRUCK DOCK: 852.00 This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.SHEET NUMBER 2018 KIMLEY-HORN AND ASSOCIATES, INC.767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY-HORN.COMK:\TWC_LDEV\Scannell\brooklyn center - sears\3 Design\CAD\plansheets\C6.1-UTILITY PLAN ENLARGEMENTS.dwg May 24, 2022 - 5:01pmBYREVISIONSNo.DATEPRELIMINARY - NOT FOR CONSTRUCTIONCO SANITARY CLEANOUTCO EXISTING PROPOSED PREPARED FORUTILITY PLANC502NORTH 100BUSINESS PARKSCANNELL PROPERTIESBROOKLYN CENTERMNDATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION ANDTHAT I AM A DULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THE STATE OFMINNESOTA.MNLIC. NO.BRIAN M. WURDEMAN05/24/202253113DATECHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECT16084602105/24/2022AS SHOWNRAVRAVBMWSANITARY SEWER MANHOLE STORM SEWER SANITARY SEWER WATERMAIN GATE VALVE HYDRANT TEE REDUCER UNDERGROUND ELECTRIC TELEPHONE GAS MAIN STORM SEWER LEGEND SEE SHEET C501 NORTH This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.SHEET NUMBER 2018 KIMLEY-HORN AND ASSOCIATES, INC.767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY-HORN.COMK:\TWC_LDEV\Scannell\brooklyn center - sears\3 Design\CAD\plansheets\C6-UTILITY DETAILS.dwg May 24, 2022 - 5:01pmBYREVISIONSNo.DATEPRELIMINARY - NOT FOR CONSTRUCTIONPREPARED FORUTILITY DETAILSC603NORTH 100BUSINESS PARKSCANNELL PROPERTIESBROOKLYNCENTERMNDATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION ANDTHAT I AM A DULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THE STATE OFMINNESOTA.MNLIC. NO.BRIAN M. WURDEMAN05/24/202253113DATECHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECT16084602105/24/2022AS SHOWNRAVRAVBMW This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.SHEET NUMBER 2018 KIMLEY-HORN AND ASSOCIATES, INC.767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY-HORN.COMK:\TWC_LDEV\Scannell\brooklyn center - sears\3 Design\CAD\plansheets\C6-UTILITY DETAILS.dwg May 24, 2022 - 5:01pmBYREVISIONSNo.DATEPRELIMINARY - NOT FOR CONSTRUCTIONPREPARED FORUTILITY DETAILSC604NORTH 100BUSINESS PARKSCANNELL PROPERTIESBROOKLYNCENTERMNDATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION ANDTHAT I AM A DULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THE STATE OFMINNESOTA.MNLIC. NO.BRIAN M. WURDEMAN05/24/202253113DATECHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECT16084602105/24/2022AS SHOWNRAVRAVBMW CONIFEROUS TREE CODE QTY BOTANICAL NAME COMMON NAME CONT CAL/SIZE BHS 19 PICEA DENSATA BLACK HILLS SPRUCE B & B WHP 19 PINUS STROBUS WHITE PINE B & B 6` HT. ORNAMENTAL TREE CODE QTY BOTANICAL NAME COMMON NAME CONT CAL/SIZE PRC 29 MALUS IOENSIS `PRAIRIE ROSE`PRAIRIE ROSE CRABAPPLE B & B 1.5" CAL. QUA 8 POPULUS TREMULOIDES QUAKING ASPEN CLUMP B & B 2" CAL. RVB 13 BETULA NIGRA RIVER BIRCH CLUMP B & B OVERSTORY TREE CODE QTY BOTANICAL NAME COMMON NAME CONT CAL/SIZE ABM 11 ACER X FREEMANII `AUTUMN BLAZE`AUTUMN BLAZE MAPLE B & B 2.5" CAL. CHB 10 CELTIS OCCIDENTALIS COMMON HACKBERRY B & B 2.5" CAL. NAH 9 GLEDITSIA TRIACANTHOS INERMIS 'HARVE' TM NORTHERN ACCLAIM HONEY LOCUST B & B 2.5" CAL. SWO 14 QUERCUS BICOLOR SWAMP WHITE OAK B & B 2.5" CAL. CONIFEROUS SHRUBS CODE QTY BOTANICAL NAME COMMON NAME CONT SPACING SGJ 51 JUNIPERUS CHINENSIS `SEA GREEN`SEA GREEN JUNIPER #5 CONT.5` O.C. TTY 24 TAXUS X MEDIA `TAUNTONII`TAUTON YEW #5 CONT.5` O.C. DECIDUOUS SHRUBS CODE QTY BOTANICAL NAME COMMON NAME CONT SPACING ABH 44 HYDRANGEA ARBORESCENS 'ANNABELLE'ANNABELLE HYDRANGEA #5 CONT.4` O.C. AFD 14 CORNUS SERICEA `ARCTIC FIRE'ARCTIC FIRE DOGWOOD #5 CONT.5` O.C. GLS 25 RHUS AROMATICA `GRO-LOW`GRO-LOW FRAGRANT SUMAC #5 CONT.5` O.C. MCS 60 SPIRAEA JAPONICA 'MAGIC CARPET'MAGIC CARPET SPIREA #5 CONT.2` O.C. SFS 69 SORBARIA SORBIFOLIA 'SEM'SEM ASH LEAF SPIREA #5 CONT.3` O.C. TWN 57 PHYSOCARPUS OPULIFOLIUS 'SMPOTW'TINY WINE NINEBARK #5 CONT.4` O.C. PERENNIALS CODE QTY BOTANICAL NAME COMMON NAME CONT. SPACING AJS 210 SEDUM X `AUTUMN JOY`AUTUMN JOY SEDUM #1 CONT.20" O.C. BES 171 RUDBECKIA FULGIDA `GOLDSTURM`BLACK-EYED SUSAN #1 CONT.20" O.C. SDD 34 HEMEROCALLIS X `STELLA DE ORO`STELLA DE ORO DAYLILY #1 CONT.18" O.C. PLANT SCHEDULE SEE SHEET L102 SEE SHEET L101 BLDG: A 110,000 SF FFE:856.00 TRUCK DOCK:852.00 BLDG: B 120,000 SF FFE:856.00 TRUCK DOCK:852.00 LANDSCAPE LEGEND EXISTING DECIDUOUS TREE (TYP.) EXISTING CONIFEROUS TREE (TYP.) EXISTING SHRUB (TYP.) EDGER (TYP.) APPROXIMATE LIMITS OF SOD / IRRIGATION, SOD ALL DISTURBED AREAS (TYP.) SEED/ SOD EDGE (TYP.) ROCK MULCH (TYP.)This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.SHEET NUMBER 2018 KIMLEY-HORN AND ASSOCIATES, INC.767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY-HORN.COMK:\TWC_LDEV\Scannell\brooklyn center - sears\3 Design\CAD\plansheets\L1-LANDSCAPE PLAN.dwg May 24, 2022 - 5:02pmBYREVISIONSNo.DATEPRELIMINARY - NOT FOR CONSTRUCTIONPREPARED FOROVERALLLANDSCAPE PLANL100NORTH 100BUSINESS PARKSCANNELL PROPERTIESBROOKLYN CENTERMNDATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION ANDTHAT I AM A DULY LICENSED PROFESSIONALLANDSCAPE ARCHITECT UNDER THE LAWS OFTHE STATE OF MINNESOTA.MNLIC. NO.KATHERINE M. LEISE, PLA05/24/202258959DATECHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECT16084602105/24/2022AS SHOWNKMLKMLKMLLANDSCAPE POINTS CATEGORY: LIGHT INDUSTRIAL SITE AREA: 15.3 AC LANDSCAPE POINTS REQUIRED: 915 POINTS = (2 AC @ 75 POINTS) + (10 AC @ 60 POINTS) + (3.3 AC @ 50 POINTS) 915 POINTS = 150 POINTS + 600 POINTS + 165 POINTS LANDSCAPE REQUIREMENTS NORTHLANDSCAPE POINTS PROVIDED CATEGORY POINTS PROVIDED % TOTAL POINTS SHADE TREES 440 = 44 TREES AT 10 POINTS EACH 48% (50% MAX. ALLOWED) CONIFEROUS TREES 228 = 38 TREES AT 6 POINTS EACH 25% (40% MAX. ALLOWED) DECORATIVE TREES 75 = 50 TREES AT 1.5 POINTS EACH 8% (35% MAX. ALLOWED) SHRUBS 172 = 344 SHRUBS AT 0.5 POINTS EACH 19% (25% MAX. ALLOWED) TOTAL PROVIDED:915 POINTS 100% A B B B B B C 35-241 33-261 35-241 D D D D D D D D A A A A B A B D D E E E E F I H G D D BLDG: A 110,000 SF FFE:856.00 TRUCK DOCK:852.00 LANDSCAPE LEGEND EXISTING DECIDUOUS TREE (TYP.) EXISTING CONIFEROUS TREE (TYP.) EXISTING SHRUB (TYP.) EDGER (TYP.) APPROXIMATE LIMITS OF SOD / IRRIGATION, SOD ALL DISTURBED AREAS (TYP.) SEED/ SOD EDGE (TYP.) ROCK MULCH (TYP.) A A B C D E F LANDSCAPE KEYNOTES EDGER (TYP.) DOUBLE SHREDDED HARDWOOD MULCH (TYP.) ROCK MULCH (TYP.) SOD (TYP.) MAINTENANCE STRIP (TYP.) PICNIC TABLE - SEE DETAIL 1 SHEET L104 TRASH AND RECYCLING RECEPTACLES - SEE DETAIL 2 SHEET L104 BENCH - SEE DETAIL 3 SHEET L104 BISTRO TABLE AND CHAIRS - SEE DETAILS 4 AND 5 SHEET L104 G H I SEEDING KEYNOTES SEED WITH MNDOT 33-261: STORMWATER SOUTH & WEST SEED MIX (TYP.) SEED WITH MNDOT 35-241: MESIC PRAIRIE GENERAL SEED MIX (TYP.) 33-261 35-241 22-112 CONIFEROUS TREE CODE BOTANICAL NAME COMMON NAME BHS PICEA DENSATA BLACK HILLS SPRUCE WHP PINUS STROBUS WHITE PINE ORNAMENTAL TREE CODE BOTANICAL NAME COMMON NAME PRC MALUS IOENSIS `PRAIRIE ROSE`PRAIRIE ROSE CRABAPPLE QUA POPULUS TREMULOIDES QUAKING ASPEN CLUMP RVB BETULA NIGRA RIVER BIRCH CLUMP OVERSTORY TREE CODE BOTANICAL NAME COMMON NAME ABM ACER X FREEMANII `AUTUMN BLAZE`AUTUMN BLAZE MAPLE CHB CELTIS OCCIDENTALIS COMMON HACKBERRY NAH GLEDITSIA TRIACANTHOS INERMIS 'HARVE' TM NORTHERN ACCLAIM HONEY LOCUST SWO QUERCUS BICOLOR SWAMP WHITE OAK CONIFEROUS SHRUBS CODE BOTANICAL NAME COMMON NAME SGJ JUNIPERUS CHINENSIS `SEA GREEN`SEA GREEN JUNIPER TTY TAXUS X MEDIA `TAUNTONII`TAUTON YEW DECIDUOUS SHRUBS CODE BOTANICAL NAME COMMON NAME ABH HYDRANGEA ARBORESCENS 'ANNABELLE' ANNABELLE HYDRANGEA AFD CORNUS SERICEA `ARCTIC FIRE'ARCTIC FIRE DOGWOOD GLS RHUS AROMATICA `GRO-LOW`GRO-LOW FRAGRANT SUMAC MCS SPIRAEA JAPONICA 'MAGIC CARPET'MAGIC CARPET SPIREA SFS SORBARIA SORBIFOLIA 'SEM'SEM ASH LEAF SPIREA TWN PHYSOCARPUS OPULIFOLIUS 'SMPOTW'TINY WINE NINEBARK PERENNIALS CODE BOTANICAL NAME COMMON NAME AJS SEDUM X `AUTUMN JOY`AUTUMN JOY SEDUM BES RUDBECKIA FULGIDA `GOLDSTURM`BLACK-EYED SUSAN SDD HEMEROCALLIS X `STELLA DE ORO`STELLA DE ORO DAYLILY This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.SHEET NUMBER 2018 KIMLEY-HORN AND ASSOCIATES, INC.767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY-HORN.COMK:\TWC_LDEV\Scannell\brooklyn center - sears\3 Design\CAD\plansheets\L1.1-LANDSCAPE PLAN ENLARGEMENTS.dwg May 24, 2022 - 5:02pmBYREVISIONSNo.DATEPRELIMINARY - NOT FOR CONSTRUCTIONPREPARED FORLANDSCAPE PLANL101NORTH 100BUSINESS PARKSCANNELL PROPERTIESBROOKLYN CENTERMNDATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION ANDTHAT I AM A DULY LICENSED PROFESSIONALLANDSCAPE ARCHITECT UNDER THE LAWS OFTHE STATE OF MINNESOTA.MNLIC. NO.KATHERINE M. LEISE, PLA05/24/202258959DATECHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECT16084602105/24/2022AS SHOWNKMLKMLKMLSEE SHEET L102 NORTHPLANT KEY PLANT KEY A B E A B A B A B B A C 33-261 D D D D D D 33-261 D D E B A D E E E B A D D BLDG: B 120,000 SF FFE:856.00 TRUCK DOCK: 852.00 LANDSCAPE LEGEND EXISTING DECIDUOUS TREE (TYP.) EXISTING CONIFEROUS TREE (TYP.) EXISTING SHRUB (TYP.) EDGER (TYP.) APPROXIMATE LIMITS OF SOD / IRRIGATION, SOD ALL DISTURBED AREAS (TYP.) SEED/ SOD EDGE (TYP.) ROCK MULCH (TYP.) A A B C D E F LANDSCAPE KEYNOTES EDGER (TYP.) DOUBLE SHREDDED HARDWOOD MULCH (TYP.) ROCK MULCH (TYP.) SOD (TYP.) MAINTENANCE STRIP (TYP.) PICNIC TABLE - SEE DETAIL 1 SHEET L104 TRASH AND RECYCLING RECEPTACLES - SEE DETAIL 2 SHEET L104 BENCH - SEE DETAIL 3 SHEET L104 BISTRO TABLE AND CHAIRS - SEE DETAILS 4 AND 5 SHEET L104 G H I SEEDING KEYNOTES SEED WITH MNDOT 33-261: STORMWATER SOUTH & WEST SEED MIX (TYP.) SEED WITH MNDOT 35-241: MESIC PRAIRIE GENERAL SEED MIX (TYP.) 33-261 35-241 22-112 CONIFEROUS TREE CODE BOTANICAL NAME COMMON NAME BHS PICEA DENSATA BLACK HILLS SPRUCE WHP PINUS STROBUS WHITE PINE ORNAMENTAL TREE CODE BOTANICAL NAME COMMON NAME PRC MALUS IOENSIS `PRAIRIE ROSE`PRAIRIE ROSE CRABAPPLE QUA POPULUS TREMULOIDES QUAKING ASPEN CLUMP RVB BETULA NIGRA RIVER BIRCH CLUMP OVERSTORY TREE CODE BOTANICAL NAME COMMON NAME ABM ACER X FREEMANII `AUTUMN BLAZE`AUTUMN BLAZE MAPLE CHB CELTIS OCCIDENTALIS COMMON HACKBERRY NAH GLEDITSIA TRIACANTHOS INERMIS 'HARVE' TM NORTHERN ACCLAIM HONEY LOCUST SWO QUERCUS BICOLOR SWAMP WHITE OAK CONIFEROUS SHRUBS CODE BOTANICAL NAME COMMON NAME SGJ JUNIPERUS CHINENSIS `SEA GREEN`SEA GREEN JUNIPER TTY TAXUS X MEDIA `TAUNTONII`TAUTON YEW DECIDUOUS SHRUBS CODE BOTANICAL NAME COMMON NAME ABH HYDRANGEA ARBORESCENS 'ANNABELLE'ANNABELLE HYDRANGEA AFD CORNUS SERICEA `ARCTIC FIRE'ARCTIC FIRE DOGWOOD GLS RHUS AROMATICA `GRO-LOW`GRO-LOW FRAGRANT SUMAC MCS SPIRAEA JAPONICA 'MAGIC CARPET'MAGIC CARPET SPIREA SFS SORBARIA SORBIFOLIA 'SEM'SEM ASH LEAF SPIREA TWN PHYSOCARPUS OPULIFOLIUS 'SMPOTW'TINY WINE NINEBARK PERENNIALS CODE BOTANICAL NAME COMMON NAME AJS SEDUM X `AUTUMN JOY`AUTUMN JOY SEDUM BES RUDBECKIA FULGIDA `GOLDSTURM`BLACK-EYED SUSAN SDD HEMEROCALLIS X `STELLA DE ORO`STELLA DE ORO DAYLILY This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.SHEET NUMBER 2018 KIMLEY-HORN AND ASSOCIATES, INC.767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY-HORN.COMK:\TWC_LDEV\Scannell\brooklyn center - sears\3 Design\CAD\plansheets\L1.1-LANDSCAPE PLAN ENLARGEMENTS.dwg May 24, 2022 - 5:02pmBYREVISIONSNo.DATEPRELIMINARY - NOT FOR CONSTRUCTIONPREPARED FORLANDSCAPE PLANL102NORTH 100BUSINESS PARKSCANNELL PROPERTIESBROOKLYN CENTERMNDATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION ANDTHAT I AM A DULY LICENSED PROFESSIONALLANDSCAPE ARCHITECT UNDER THE LAWS OFTHE STATE OF MINNESOTA.MNLIC. NO.KATHERINE M. LEISE, PLA05/24/202258959DATECHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECT16084602105/24/2022AS SHOWNKMLKMLKMLSEE SHEET L101 NORTHPLANT KEY This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.SHEET NUMBER 2018 KIMLEY-HORN AND ASSOCIATES, INC.767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY-HORN.COMK:\TWC_LDEV\Scannell\brooklyn center - sears\3 Design\CAD\plansheets\L1-LANDSCAPE DETAILS.dwg May 24, 2022 - 5:02pmBYREVISIONSNo.DATEPRELIMINARY - NOT FOR CONSTRUCTIONPREPARED FORLANDSCAPEDETAILSL103NORTH 100BUSINESS PARKSCANNELL PROPERTIESBROOKLYN CENTERMNDATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION ANDTHAT I AM A DULY LICENSED PROFESSIONALLANDSCAPE ARCHITECT UNDER THE LAWS OFTHE STATE OF MINNESOTA.MNLIC. NO.KATHERINE M. LEISE, PLA05/24/202258959DATECHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECT16084602105/24/2022AS SHOWNKMLKMLKMLDOUBLE SHREDDED HARDWOOD MULCH NOTES: 2X ROOT BALL WIDTH SOD 4" TOPSOIL PREPARED PLANTING BED AND BACKFILL SOIL (THOROUGHLY LOOSENED) NOTES: 1.SCARIFY SIDES AND BOTTOM OF HOLE. 2.PROCEED WITH CORRECTIVE PRUNING OF TOP AND ROOT. 3.REMOVE CONTAINER AND SCORE OUTSIDE OF SOIL MASS TO REDIRECT AND PREVENT CIRCLING FIBROUS ROOTS. REMOVE OR CORRECT STEM GIRDLING ROOTS. 4.PLUMB AND BACKFILL WITH PLANTING SOIL. 5.WATER THOROUGHLY WITHIN 2 HOURS TO SETTLE PLANTS AND FILL VOIDS. 6.BACK FILL VOIDS AND WATER SECOND TIME. 7.PLACE MULCH WITHIN 48 HOURS OF THE SECOND WATERING UNLESS SOIL MOISTURE IS EXCESSIVE. 8.MIX IN 3-4" OF ORGANIC COMPOST. 1.SCARIFY SIDES AND BOTTOM OF HOLE. 2.PROCEED WITH CORRECTIVE PRUNING. 3.SET PLANT ON UNDISTURBED NATIVE SOIL OR THOROUGHLY COMPACTED PLANTING SOIL. INSTALL PLANT SO THE ROOT FLARE IS AT OR UP TO 2" ABOVE THE FINISHED GRADE WITH BURLAP AND WIRE BASKET, (IF USED), INTACT. 4.SLIT REMAINING TREATED BURLAP AT 6" INTERVALS. 5.BACKFILL TO WITHIN APPROXIMATELY 12" OF THE TOP OF THE ROOTBALL, THEN WATER PLANT. REMOVE THE TOP 1/3 OF THE BASKET OR THE TOP TWO HORIZONTAL RINGS WHICHEVER IS GREATER. REMOVE ALL BURLAP AND NAILS FROM THE TOP 1/3 OF THE BALL. REMOVE ALL TWINE. REMOVE OR CORRECT STEM GIRDLING ROOTS. 6.PLUMB AND BACKFILL WITH PLANTING SOIL. 7.WATER THOROUGHLY WITHIN 2 HOURS TO SETTLE PLANTS AND FILL VOIDS. 8.BACK FILL VOIDS AND WATER SECOND TIME. 9.PLACE MULCH WITHIN 48 HOURS OF THE SECOND WATERING UNLESS SOIL MOISTURE IS EXCESSIVE. 10.FINAL LOCATION OF TREE TO BE APPROVED BY OWNER. PLANTING SOIL ON CENTER SPACING AS STATED ON PLAN. EXTEND HOLE EXCAVATION WIDTH A MINIMUM OF 6" BEYOND THE PLANTS ROOT SYSTEM. FINISHED GRADE EDGER, AS SPECIFIED TREE PLANTING DETAIL SCALE: N.T.S.L1031 SHRUB / PERENNIAL PLANTING DETAIL SCALE: N.T.S.L1032 1/2"FINISHED GRADE AT LAWN, 1/2" BELOW TOP OF DIVIDER. LAWN SIDE "BLACK DIAMOND" EDGING BY VALEEY VIEW SPECIALTIES CO. USE 20 FT. LENGTHS. USE KNURLED CONNECTOR AT SPLICES, USE CORNER, TEE, VEE, OR WIDE ANBLE CONNECTORS AT ANGLE 10" X 7/8" METAL ANCHOR STAKES AT 48" O.C., AND AT CHANGES. EACH END. PLASTIC DIVIDER: FINISHED GRADE AT SHRUBS/ PERENNIALS, 1" BELOW TOP OF DIVIDER. PLANTING BED 1"POLY EDGER DETAIL SCALE: N.T.S.L1033 SPADED EDGE DETAIL SCALE: 1-1/2"=1'L1034 MULCH AT PLANTING AREA SPADED EDGE "V" SHAPED, 4" WIDTH, 4" DEPTH, MORE VERTICAL ON LAWN SIDE LAWN GRASS FINISHED GRADE BUILDING, EXTERIOR WALL PROVIDE POSITIVE DRAINAGE AWAY FROM BUILDING SPECIFIED ROCK MULCH 2' MAINTENANCE STRIP EDGER, AS SPECIFIED SOIL MIX TO BE MINIMUM OF 4" BELOW EDGING TOP TO ALLOW FOR ADEQUATE LIP FOR MULCH. SPECIFIED SOIL MIX FINISH GRADE FOR LAWN MAINTENANCE STRIP DETAIL SCALE: 1-1/2"=1'L10354"1"1.CONTACT COMMON GROUND ALLIANCE AT 811 OR CALL811.COM TO VERIFY LOCATIONS OF ALL UNDERGROUND UTILITIES PRIOR TO INSTALLATION OF ANY PLANTS OR LANDSCAPE MATERIAL. 2.ACTUAL LOCATION OF PLANT MATERIAL IS SUBJECT TO FIELD AND SITE CONDITIONS. 3.NO PLANTING WILL BE INSTALLED UNTIL ALL GRADING AND CONSTRUCTION HAS BEEN COMPLETED IN THE IMMEDIATE AREA. 4.ALL SUBSTITUTIONS MUST BE APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO SUBMISSION OF ANY BID AND/OR QUOTE BY THE LANDSCAPE CONTRACTOR. 5.PROVIDE TWO YEAR GUARANTEE OF ALL PLANT MATERIALS. THE GUARANTEE BEGINS ON THE DATE OF THE LANDSCAPE ARCHITECT'S OR OWNER'S WRITTEN ACCEPTANCE OF THE INITIAL PLANTING. REPLACEMENT PLANT MATERIAL SHALL HAVE A ONE YEAR GUARANTEE COMMENCING UPON PLANTING. 6.ALL PLANTS TO BE SPECIMEN GRADE, MINNESOTA-GROWN AND/OR HARDY. SPECIMEN GRADE SHALL ADHERE TO, BUT IS NOT LIMITED BY, THE FOLLOWING STANDARDS: ALL PLANTS SHALL BE FREE FROM DISEASE, PESTS, WOUNDS, SCARS, ETC. ALL PLANTS SHALL BE FREE FROM NOTICEABLE GAPS, HOLES, OR DEFORMITIES. ALL PLANTS SHALL BE FREE FROM BROKEN OR DEAD BRANCHES. ALL PLANTS SHALL HAVE HEAVY, HEALTHY BRANCHING AND LEAFING. CONIFEROUS TREES SHALL HAVE AN ESTABLISHED MAIN LEADER AND A HEIGHT TO WIDTH RATIO OF NO LESS THAN 5:3. 7.PLANTS TO MEET AMERICAN STANDARD FOR NURSERY STOCK (ANSI Z60.1-2014 OR MOST CURRENT VERSION) REQUIREMENTS FOR SIZE AND TYPE SPECIFIED. 8.PLANTS TO BE INSTALLED AS PER MNLA & ANSI STANDARD PLANTING PRACTICES. 9.PLANTS SHALL BE IMMEDIATELY PLANTED UPON ARRIVAL AT SITE. PROPERLY HEEL-IN MATERIALS IF NECESSARY; TEMPORARY ONLY. 10.PRIOR TO PLANTING, FIELD VERIFY THAT THE ROOT COLLAR/ROOT FLAIR IS LOCATED AT THE TOP OF THE BALLED & BURLAP TREE. IF THIS IS NOT THE CASE, SOIL SHALL BE REMOVED DOWN TO THE ROOT COLLAR/ROOT FLAIR. WHEN THE BALLED & BURLAP TREE IS PLANTED, THE ROOT COLLAR/ROOT FLAIR SHALL BE EVEN OR SLIGHTLY ABOVE FINISHED GRADE. 11.OPEN TOP OF BURLAP ON BB MATERIALS; REMOVE POT ON POTTED PLANTS; SPLIT AND BREAK APART PEAT POTS. 12.PRUNE PLANTS AS NECESSARY - PER STANDARD NURSERY PRACTICE AND TO CORRECT POOR BRANCHING OF EXISTING AND PROPOSED TREES. 13.WRAP ALL SMOOTH-BARKED TREES - FASTEN TOP AND BOTTOM. REMOVE BY APRIL 1ST. 14.STAKING OF TREES AS REQUIRED; REPOSITION, PLUMB AND STAKE IF NOT PLUMB AFTER ONE YEAR. 15.THE NEED FOR SOIL AMENDMENTS SHALL BE DETERMINED UPON SITE SOIL CONDITIONS PRIOR TO PLANTING. NOTIFY LANDSCAPE ARCHITECT FOR THE NEED OF ANY SOIL AMENDMENTS. 16.BACKFILL SOIL AND TOPSOIL TO ADHERE TO MN/DOT STANDARD SPECIFICATION 3877 (LOAM TOPSOIL BORROW) AND TO BE EXISTING TOP SOIL FROM SITE FREE OF ROOTS, ROCKS LARGER THAN ONE INCH, SUBSOIL DEBRIS, AND LARGE WEEDS UNLESS SPECIFIED OTHERWISE. MINIMUM 4" DEPTH TOPSOIL FOR ALL LAWN GRASS AREAS AND 12" DEPTH TOPSOIL FOR TREE, SHRUBS, AND PERENNIALS. 17.MULCH TO BE AT ALL TREE, SHRUB, PERENNIAL, AND MAINTENANCE AREAS. TREE AND SHRUB PLANTING BEDS SHALL HAVE 4" DEPTH OF DOUBLE SHREDDED HARDWOOD MULCH. DOUBLE SHREDDED HARDWOOD MULCH TO BE USED AROUND ALL PLANTS WITHIN TURF AREAS. PERENNIAL AND ORNAMENTAL GRASS BEDS SHALL HAVE 2" DEPTH DOUBLE SHREDDED HARDWOOD MULCH. MULCH TO BE FREE OF DELETERIOUS MATERIAL AND COLORED RED, OR APPROVED EQUAL. ROCK MULCH TO BE BUFF LIMESTONE, 1 1/2" TO 3" DIAMETER, AT MINIMUM 3" DEPTH, OR APPROVED EQUAL. ROCK MULCH TO BE ON COMMERCIAL GRADE FILTER FABRIC, BY TYPAR, OR APPROVED EQUAL WITH NO EXPOSURE. MULCH AND FABRIC TO BE APPROVED BY OWNER PRIOR TO INSTALLATION. MULCH TO MATCH EXISTING CONDITIONS (WHERE APPLICABLE). 18.EDGING TO BE COMMERCIAL GRADE VALLEY-VIEW BLACK DIAMOND (OR EQUAL) POLY EDGING OR SPADED EDGE, AS INDICATED. POLY EDGING SHALL BE PLACED WITH SMOOTH CURVES AND STAKED WITH METAL SPIKES NO GREATER THAN 4 FOOT ON CENTER WITH BASE OF TOP BEAD AT GRADE, FOR MOWERS TO CUT ABOVE WITHOUT DAMAGE. UTILIZE CURBS AND SIDEWALKS FOR EDGING WHERE POSSIBLE. SPADED EDGE TO PROVIDE V-SHAPED DEPTH AND WIDTH TO CREATE SEPARATION BETWEEN MULCH AND GRASS. INDIVIDUAL TREE, SHRUB, OR RAIN-GARDEN BEDS TO BE SPADED EDGE, UNLESS NOTED OTHERWISE. EDGING TO MATCH EXISTING CONDITIONS (WHERE APPLICABLE). 19.ALL DISTURBED AREAS TO BE SODDED OR SEEDED, UNLESS OTHERWISE NOTED. PARKING LOT ISLANDS TO BE SODDED WITH SHREDDED HARDWOOD MULCH AROUND ALL TREES AND SHRUBS. SOD TO BE STANDARD MINNESOTA GROWN AND HARDY BLUEGRASS MIX, FREE OF LAWN WEEDS. ALL TOPSOIL AREAS TO BE RAKED TO REMOVE DEBRIS AND ENSURE DRAINAGE. SLOPES OF 3:1 OR GREATER SHALL BE STAKED. SEED AS SPECIFIED AND PER MN/DOT SPECIFICATIONS. IF NOT INDICATED ON LANDSCAPE PLAN, SEE EROSION CONTROL PLAN. 20.PROVIDE IRRIGATION TO ALL PLANTED AREAS ON SITE. IRRIGATION SYSTEM TO BE DESIGN/BUILD. PROVIDE SHOP DRAWINGS TO LANDSCAPE ARCHITECT FOR APPROVAL PRIOR TO INSTALLATION OF IRRIGATION SYSTEM. PROVIDE OPERATION MANUALS, AS-BUILT PLANS, AND NORMAL PROGRAMMING. SYSTEM SHALL BE WINTERIZED AND HAVE SPRING STARTUP DURING FIRST YEAR OF OPERATION. SYSTEM SHALL HAVE ONE-YEAR WARRANTY ON ALL PARTS AND LABOR. ALL INFORMATION ABOUT INSTALLATION AND SCHEDULING CAN BE OBTAINED FROM THE GENERAL CONTRACTOR. 21.CONTRACTOR SHALL PROVIDE NECESSARY WATERING OF PLANT MATERIALS UNTIL THE PLANT IS FULLY ESTABLISHED OR IRRIGATION SYSTEM IS OPERATIONAL. OWNER WILL NOT PROVIDE WATER. 22.REPAIR, REPLACE, OR PROVIDE SOD/SEED AS REQUIRED FOR ANY ROADWAY BOULEVARD AREAS ADJACENT TO THE SITE DISTURBED DURING CONSTRUCTION. 23.REPAIR ALL DAMAGE TO PROPERTY FROM PLANTING OPERATIONS AT NO COST TO OWNER. 24.MAINTAIN TREES, SHRUBS, AND OTHER PLANTS UNTIL PROJECT COMPLETION, BUT IN NO CASE, LESS THAN FOLLOWING PERIOD; 1 YEAR AFTER PROJECT COMPLETION. MAINTAIN TREES, SHRUBS, AND OTHER PLANTS BY PRUNING, CULTIVATING, AND WEEDING AS REQUIRED FOR HEALTHY GROWTH. RESTORE PLANTING SAUCERS. TIGHTEN AND REPAIR STAKE AND GUY SUPPORTS AND RESET TREES AND SHRUBS TO PROPER GRADES OR VERTICAL POSITION AS REQUIRED. RESTORE OR REPLACE DAMAGED WRAPPINGS. SPRAY AS REQUIRED TO KEEP TREES AND SHRUBS FREE OF INSECTS AND DISEASE. REPLENISH MULCH TO THE REQUIRED DEPTH. MAINTAIN LAWNS FOR 45 DAYS AFTER INSTALLING SOD INCLUDING MOWING WHEN SOD RECITES 4” IN HEIGHT. WEED PLANTING BEDS AND MULCH SAUCERS AT MINIMUM ONCE A MONTH DURING THE GROWING SEASON. PROVIDE A MONTHLY REPORT TO THE OWNER ON WEEDING AND OTHER MAINTENANCE RESPONSIBILITIES. LANDSCAPE NOTES TABLE TOP VIEW 4X Ø .5" MOUNTING HOLES25.5"29.48"4"64" 68" 72"3.5"5.75"29.5"11.51" 29.77"1.5"27.88"27.5"25" MOUNTING 28"1.5"16.38"2.9"4"64"14"17.98"14.56"17.56"3.5"11.77"68" 72"11.5"TABLE FRONT ELEVATION TABLE SIDE ELEVATION BENCH TOP VIEWBENCH FRONT ELEVATION BENCH SIDE ELEVATION FRONT ELEVATION SIDE ELEVATAION 32.71"41.34"17.25" R 8.63" Ø 11.00" TRASH OPENING 25.15" SQ TOP 17.13"10.12"1.50"24.75" SQ BASE FRONT ELEVATIONTOP VIEW762 MM762 MM Ø175 MM 5 0 2 . 1 M M 17.2 MM16 MM707.8 MM685.8 MM601.8 MM100 MMØ490 MM Ø73 MM6"SIDE ELEVATIONFRONT ELEVATION TOP VIEW 570 MM 490 MM 510 MM 566 MM635 MM420 MM812 MM440 MM423 MM575 MM SIDE ELEVATIONFRONT ELEVATION 22.95" 24.86"18.78"23.57".38"33.90"72.00" 4.00" 64.00"This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.SHEET NUMBER 2018 KIMLEY-HORN AND ASSOCIATES, INC.767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY-HORN.COMK:\TWC_LDEV\Scannell\brooklyn center - sears\3 Design\CAD\plansheets\L1-LANDSCAPE DETAILS.dwg May 24, 2022 - 5:02pmBYREVISIONSNo.DATEPRELIMINARY - NOT FOR CONSTRUCTIONPREPARED FORLANDSCAPEDETAILSL104NORTH 100BUSINESS PARKSCANNELL PROPERTIESBROOKLYN CENTERMNDATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION ANDTHAT I AM A DULY LICENSED PROFESSIONALLANDSCAPE ARCHITECT UNDER THE LAWS OFTHE STATE OF MINNESOTA.MNLIC. NO.KATHERINE M. LEISE, PLA05/24/202258959DATECHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECT16084602105/24/2022AS SHOWNBJABJAKMLANOVA - WAINWRIGHT 6' PICNIC TABLE AND BENCHES SET SCALE: N.T.S.1 ANOVA - WAINWRIGHT 45 GALLON TRASH RECEPTACLE SCALE: N.T.S.2 ANOVA - WAINWRIGHT 6' CONTOUR BENCH SCALE: N.T.S.3 ANOVA - BISTRO LIGERO 30" STEEL DINING TABLE SCALE: N.T.S.4 ANOVA - BISTRO LIGERO, GENOA ALLUMINUM DINING CHAIR SET OF 4 SCALE: N.T.S.5 1.TABLE AND CHAIRS TO BE COLOR CEDAR (PLASTIC SLAT COLOR) AND TEXTURED PEWTER (FRAME COLOR) 2.INSTALL TABLE AND BENCHES SURFACE MOUNTED PER MANUFACTURER'S SPECIFICATIONS. 3.SUBMIT SHOP DRAWINGS TO LANDSCAPE ARCHITECT FOR APPROVAL PRIOR TO INSTALLATION. 4.FIELD LOCATE FURNISHINGS PER PLAN WITH APPROVAL BY LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. NOTES:1.RECEPTACLE TO BE COLOR CEDAR (PLASTIC SLAT COLOR) AND TEXTURED PEWTER (FRAME/LID COLOR) 2.INSTALL 2 RECEPTACLES SURFACE MOUNTED PER MANUFACTURER'S SPECIFICATIONS. 3.SUBMIT SHOP DRAWINGS TO LANDSCAPE ARCHITECT FOR APPROVAL PRIOR TO INSTALLATION. 4.FIELD LOCATE FURNISHINGS PER PLAN WITH APPROVAL BY LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. NOTES: 1.BENCH TO BE COLOR CEDAR (PLASTIC SLAT COLOR) AND TEXTURED PEWTER (FRAME COLOR) 2.INSTALL SURFACE MOUNTED PER MANUFACTURER'S SPECIFICATIONS. 3.SUBMIT SHOP DRAWINGS TO LANDSCAPE ARCHITECT FOR APPROVAL PRIOR TO INSTALLATION. 4.FIELD LOCATE FURNISHINGS PER PLAN WITH APPROVAL BY LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. NOTES: 1.BISTRO TABLE TO BE COLOR SILVER GRAY (TABLE TOP COLOR) AND CHARCOAL GRAY (TABLE BASE COLOR) 2.INSTALL TABLE SURFACE MOUNTED PER MANUFACTURER'S SPECIFICATIONS. 3.SUBMIT SHOP DRAWINGS TO LANDSCAPE ARCHITECT FOR APPROVAL PRIOR TO INSTALLATION. 4.FIELD LOCATE FURNISHINGS PER PLAN WITH APPROVAL BY LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. NOTES: 1.BISTRO CHAIRS TO BE COLOR SILVER GRAY 2.PROVIDE FOUR CHAIRS PER MANUFACTURER'S SPECIFICATIONS. 3.SUBMIT SHOP DRAWINGS TO LANDSCAPE ARCHITECT FOR APPROVAL PRIOR TO INSTALLATION. 4.FIELD LOCATE FURNISHINGS PER PLAN WITH APPROVAL BY LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. NOTES: Brooklyn Center IndustrialDesigner Amber Forester Date 02/11/2022 Scale Not to Scale Drawing No. L1 Summary LIGHTING CALCULATIONS 1 of 1 0.8 0.8 0.7 0.7 1.5 1.4 1.4 1.5 2.8 2.2 2.3 2.8 3.1 2.8 3.3 4.4 4.5 4.0 4.7 5.8 3.5 3.8 5.4 6.9 8.1 1.4 3.7 5.4 7.5 10.5 13.6 5.0 3.2 1.9 1.2 4.6 4.7 8.3 15.8 20.6 22.9 8.5 6.9 5.2 3.6 2.3 1.5 0.9 6.7 11.0 16.0 17.4 15.9 19.6 14.6 9.0 6.7 5.3 3.9 1.4 1.8 2.0 7.2 8.5 12.2 13.9 14.9 16.9 14.7 7.0 5.4 2.2 2.5 3.0 2.6 4.2 6.3 9.0 11.2 11.8 11.5 10.1 1.4 2.1 3.8 5.5 4.3 4.8 3.3 2.4 1.9 1.4 4.7 3.6 2.7 3.0 4.3 6.3 7.9 7.7 2.1 2.9 4.5 9.1 6.8 7.0 4.7 3.0 2.2 1.6 1.2 13.0 11.4 7.3 4.6 3.1 2.4 2.3 3.0 4.3 2.7 4.2 6.4 8.4 14.3 8.5 6.7 3.8 2.4 1.8 1.4 15.1 16.0 13.3 9.5 6.4 4.4 3.1 2.2 2.0 2.4 3.6 6.2 9.5 15.6 10.0 7.3 4.4 2.8 2.0 1.7 1.5 6.7 10.8 11.8 11.9 9.4 6.9 5.1 3.8 2.9 2.1 1.6 2.1 3.1 5.4 8.0 8.8 12.1 5.9 4.3 2.9 2.1 1.8 1.6 1.4 3.1 5.5 7.0 7.5 6.8 5.7 4.4 3.6 3.0 2.5 1.9 1.4 1.9 2.5 3.7 5.5 6.1 7.7 5.1 3.0 2.2 1.8 1.8 1.7 1.5 2.5 1.9 1.9 2.8 3.9 4.6 4.8 4.1 3.5 2.9 2.4 2.1 1.9 1.6 1.2 1.6 2.0 2.7 3.9 3.7 3.9 3.8 2.5 1.9 1.8 2.0 1.8 1.5 10.4 8.6 5.3 3.3 2.5 2.5 2.9 3.3 3.2 2.7 2.3 1.9 1.7 1.5 1.3 1.7 2.2 2.6 2.3 2.4 2.6 2.6 2.4 2.5 2.5 2.1 1.6 1.2 17.6 17.0 12.2 8.9 5.8 3.8 2.7 2.3 2.4 2.5 2.3 1.9 1.6 1.3 1.2 1.6 1.9 1.9 1.8 2.1 2.8 4.1 3.7 4.0 3.4 2.4 1.9 1.5 12.5 14.0 13.1 9.8 6.9 4.9 3.5 2.7 2.1 2.0 2.0 1.8 1.4 1.6 1.8 1.8 1.9 2.3 3.5 6.8 6.3 6.5 4.9 3.3 2.3 1.7 1.3 4.1 7.2 8.7 9.0 7.9 6.1 4.8 3.8 3.0 2.5 1.9 1.6 1.5 1.7 1.9 2.3 3.3 4.9 6.5 13.5 8.7 7.1 4.5 2.7 1.9 1.4 1.3 2.0 3.5 4.8 5.6 5.4 4.6 3.9 3.0 2.6 2.3 2.1 1.7 1.5 1.8 2.2 3.2 5.2 8.0 13.5 9.6 8.5 5.3 3.1 2.1 1.6 1.4 5.5 3.5 2.4 2.3 2.8 3.4 3.7 3.5 2.9 2.5 2.1 1.8 1.7 1.5 1.9 2.8 4.5 7.6 9.7 15.8 7.3 5.7 3.6 2.4 1.9 1.7 14.4 12.1 8.1 4.9 3.2 2.5 2.4 2.7 2.7 2.4 2.0 1.7 1.4 1.3 1.8 2.4 3.5 5.4 7.3 7.8 7.1 3.9 2.7 2.1 1.8 1.7 1.5 13.6 16.3 14.1 10.0 6.9 4.6 3.3 2.5 2.2 2.1 2.1 1.8 1.5 1.5 2.0 2.6 3.7 4.9 4.5 5.3 3.2 2.1 1.7 1.7 1.8 1.6 5.4 9.6 10.7 11.1 9.2 6.9 5.2 3.9 3.0 2.3 1.9 1.7 1.6 1.3 1.2 1.6 2.1 2.8 3.0 2.7 2.9 2.4 2.1 1.9 2.1 2.0 1.7 1.3 1.2 2.5 4.6 6.2 7.0 6.5 5.6 4.3 3.5 2.9 2.5 2.1 1.6 1.4 1.4 2.2 2.2 2.0 1.9 2.2 2.9 2.9 2.8 3.1 2.5 1.9 2.9 2.1 1.9 2.4 3.4 4.1 4.5 4.0 3.4 2.8 2.3 2.1 1.9 1.7 2.4 2.0 1.8 1.9 2.6 4.4 5.8 4.7 4.9 3.3 2.3 10.5 9.7 6.2 3.7 2.6 2.4 2.6 3.1 3.1 2.6 2.2 1.9 1.6 1.4 2.9 2.1 2.5 3.3 5.0 9.9 7.1 7.0 4.6 3.0 2.1 1.5 17.6 13.1 9.7 6.4 4.2 2.9 2.3 2.2 2.4 2.3 1.9 1.6 1.3 2.7 2.5 2.6 2.3 3.0 4.6 6.8 9.4 13.8 8.9 6.3 3.7 2.3 1.7 1.3 12.2 13.2 13.3 10.4 7.4 5.3 3.8 2.8 2.2 1.9 1.9 1.7 1.4 2.7 2.2 2.6 2.5 2.4 2.7 4.0 6.7 9.0 17.9 9.5 7.0 4.2 2.7 1.9 1.4 3.3 6.4 8.2 8.7 8.0 6.4 4.9 4.0 3.2 2.5 2.0 1.6 1.5 1.8 2.0 2.0 2.3 2.4 2.2 1.9 1.7 2.5 3.4 5.6 8.1 8.7 10.8 5.5 3.9 2.6 1.8 1.3 2.9 4.4 5.3 5.4 4.7 4.1 3.2 2.7 2.4 2.1 1.7 1.2 1.3 1.4 1.5 1.9 1.9 1.8 1.7 1.5 1.3 2.8 3.9 5.8 5.8 7.7 4.6 2.6 1.7 2.1 3.0 3.5 3.5 3.0 2.6 2.2 2.0 1.6 2.2 1.7 1.3 1.2 1.1 1.2 1.5 1.4 1.3 1.2 1.1 1.1 1.1 2.3 3.0 4.0 3.6 3.8 3.2 1.8 2.2 2.6 2.5 1.7 3.0 2.1 1.9 1.5 1.2 1.0 1.0 1.1 1.2 1.1 1.0 0.9 0.9 0.9 0.9 1.0 1.7 2.0 2.4 2.6 2.1 2.0 1.5 1.9 2.0 3.0 2.2 2.2 2.2 2.1 1.6 1.2 1.0 0.9 1.0 1.0 0.9 0.8 0.8 0.8 0.8 0.8 0.9 1.0 1.2 1.5 1.8 1.9 1.7 1.4 1.2 1.6 1.8 1.8 1.7 1.5 1.7 2.2 2.0 2.2 2.4 2.1 1.6 1.3 1.1 1.0 0.9 1.0 0.9 0.9 0.8 0.7 0.7 0.7 0.7 0.8 0.9 1.1 1.3 1.5 1.5 1.2 1.0 0.8 1.7 2.1 2.2 2.0 1.7 1.3 1.5 1.7 1.7 2.0 2.0 1.8 1.6 1.3 1.0 0.9 0.9 0.9 0.9 0.9 0.8 0.7 0.7 0.7 0.7 0.7 0.8 0.8 1.0 1.2 1.2 1.1 0.9 0.8 0.7 1.4 2.5 3.0 3.0 2.6 2.1 1.5 2.3 2.0 1.6 1.4 1.3 1.4 1.6 1.4 1.3 1.1 1.0 0.9 0.8 0.8 0.8 0.9 0.9 0.8 0.7 0.7 0.7 0.7 0.7 0.8 0.8 0.9 1.0 1.0 0.9 0.8 0.8 0.8 0.9 2.2 4.0 4.5 4.1 3.4 2.5 1.7 2.5 2.0 1.7 1.4 1.2 1.1 1.2 1.3 1.1 1.0 0.9 0.8 0.8 0.7 0.7 0.7 0.8 0.8 0.8 0.7 0.7 0.7 0.7 0.8 0.9 0.9 0.9 0.9 0.9 0.9 0.9 0.9 1.0 1.1 1.5 2.5 6.6 7.2 6.1 4.3 2.8 2.0 1.3 2.6 2.2 2.2 2.2 1.9 1.4 1.2 1.1 1.1 1.1 0.9 0.8 0.8 0.7 0.7 0.6 0.6 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.8 0.9 1.0 1.0 0.9 0.9 0.9 1.0 1.0 1.2 1.3 1.5 1.4 1.6 2.0 3.0 4.5 5.4 10.4 10.6 8.1 5.3 3.5 2.3 1.6 2.1 2.1 2.1 2.4 2.3 1.8 1.4 1.2 1.1 1.1 1.0 1.0 0.9 0.8 0.7 0.7 0.6 0.6 0.6 0.6 0.6 0.7 0.7 0.7 0.7 0.7 0.8 0.9 1.0 1.1 1.0 1.0 1.0 1.1 1.3 1.6 1.8 2.0 1.8 1.7 1.8 2.4 3.7 5.7 8.1 13.7 11.3 7.0 4.3 2.7 1.9 1.4 1.2 1.5 1.6 1.8 2.1 1.9 1.8 1.4 1.1 1.0 1.0 1.0 1.0 1.0 0.9 0.8 0.7 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.7 0.7 0.7 0.7 0.8 0.9 1.0 1.1 1.1 1.1 1.2 1.4 1.8 2.2 2.3 2.3 2.1 2.2 1.1 1.6 2.3 3.5 5.6 8.7 11.2 17.7 13.8 8.5 5.2 3.3 2.4 1.7 1.9 1.4 1.2 1.2 1.2 1.5 1.5 1.4 1.2 1.1 0.9 0.8 0.8 0.9 0.9 0.9 0.8 0.7 0.7 0.6 0.6 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.8 0.8 1.0 1.1 1.1 1.1 1.2 1.5 1.8 2.2 2.4 2.1 2.2 2.7 0.9 1.3 1.9 2.9 4.7 7.9 10.5 12.3 9.2 5.9 3.9 2.7 2.0 1.4 2.8 2.1 1.7 1.3 1.1 1.0 1.0 1.2 1.1 1.0 0.9 0.9 0.8 0.7 0.7 0.8 0.8 0.8 0.8 0.7 0.6 0.6 0.7 0.7 0.8 0.8 0.8 0.7 0.7 0.8 0.8 0.9 0.9 1.1 1.2 1.2 1.1 1.2 1.5 1.9 2.1 2.2 3.0 1.1 1.6 2.4 3.8 5.9 7.8 8.1 10.9 8.4 5.2 3.6 2.7 2.1 1.6 3.2 2.2 2.2 2.1 1.8 1.3 1.0 0.9 1.0 1.0 1.0 0.8 0.8 0.8 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.6 0.6 0.7 0.8 0.9 0.9 0.9 0.8 0.8 0.9 0.9 1.1 1.2 1.3 1.5 1.3 1.2 1.4 1.6 2.0 2.6 1.0 1.4 2.1 3.1 4.7 6.2 6.7 5.1 4.0 3.1 2.7 2.3 1.8 1.5 2.1 2.3 2.1 2.5 2.3 1.9 1.5 1.3 1.1 0.9 0.9 0.9 0.9 0.8 0.7 0.7 0.6 0.6 0.6 0.7 0.7 0.7 0.7 0.7 0.6 0.7 0.7 0.8 0.9 1.0 1.0 0.9 0.9 1.0 1.2 1.5 1.7 1.8 1.9 1.5 1.6 1.6 1.6 1.3 2.0 2.9 4.0 4.8 5.3 4.2 2.3 2.7 2.8 2.9 2.6 2.3 1.8 1.1 1.6 1.8 1.9 2.2 2.1 2.0 1.5 1.2 1.0 0.9 0.9 0.9 0.9 0.9 0.8 0.7 0.6 0.6 0.6 0.6 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.8 1.0 1.0 1.1 1.1 1.1 1.3 1.5 2.0 2.3 2.2 2.0 2.0 1.9 1.3 1.9 2.7 3.4 4.2 5.1 5.8 2.0 3.2 3.6 3.3 2.9 2.2 1.6 1.7 1.5 1.3 1.3 1.3 1.7 1.7 1.5 1.3 1.1 1.0 0.8 0.8 0.8 0.9 0.9 0.9 0.7 0.7 0.6 0.6 0.6 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.8 0.8 1.0 1.1 1.1 1.2 1.4 1.7 2.0 2.3 2.5 2.1 2.5 1.7 2.4 3.0 3.8 5.0 6.8 8.6 2.4 4.7 5.3 4.8 3.7 2.6 1.8 2.3 1.8 1.4 1.2 1.0 1.1 1.3 1.2 1.1 1.0 0.9 0.8 0.7 0.7 0.7 0.8 0.8 0.8 0.7 0.6 0.6 0.6 0.7 0.8 0.8 0.8 0.8 0.7 0.7 0.8 0.8 0.9 1.0 1.1 1.2 1.2 1.2 1.4 1.7 2.1 2.1 2.4 3.5 1.4 1.9 2.5 3.2 4.4 6.5 9.4 8.0 8.7 6.8 4.6 3.0 2.1 1.4 2.6 2.1 2.1 1.8 1.4 1.1 1.0 1.0 1.1 1.0 0.9 0.8 0.8 0.7 0.7 0.6 0.7 0.7 0.8 0.8 0.7 0.7 0.6 0.6 0.7 0.8 0.9 0.9 0.9 0.8 0.8 0.9 1.0 1.1 1.3 1.4 1.5 1.3 1.3 1.5 1.8 2.2 2.9 1.4 1.9 2.4 3.4 5.5 8.8 10.8 10.3 11.6 9.4 6.0 3.9 2.5 1.7 2.6 2.2 2.3 2.4 2.0 1.7 1.4 1.1 1.0 1.0 1.0 0.9 0.8 0.7 0.7 0.6 0.6 0.6 0.6 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.8 1.0 1.0 1.0 1.0 1.0 1.1 1.3 1.6 1.7 1.9 1.8 1.6 1.6 1.6 1.7 1.4 1.9 2.8 4.3 6.7 8.1 15.8 12.6 7.7 4.7 3.0 2.1 1.5 1.4 1.8 1.9 2.1 2.2 2.1 1.6 1.3 1.1 1.0 0.9 0.9 0.9 0.9 0.8 0.7 0.6 0.6 0.6 0.6 0.7 0.7 0.8 0.8 0.7 0.7 0.7 0.7 0.8 0.9 1.0 1.1 1.1 1.1 1.2 1.4 1.7 2.2 2.3 2.2 2.0 2.1 1.6 1.2 1.6 2.3 3.5 5.2 6.6 6.1 16.4 13.7 9.0 5.7 3.7 2.5 1.0 1.2 1.6 1.8 1.6 1.5 1.2 1.0 0.9 0.8 0.9 0.9 0.9 0.9 0.8 0.7 0.6 0.6 0.6 0.7 0.7 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.9 1.1 1.2 1.2 1.3 1.5 1.8 2.1 2.4 2.2 2.3 2.8 1.5 2.1 3.2 4.3 5.1 5.1 3.3 12.5 9.1 5.9 3.8 2.6 0.9 1.0 1.3 1.3 1.2 1.1 0.9 0.8 0.8 0.7 0.8 0.8 0.9 0.8 0.7 0.7 0.6 0.6 0.6 0.7 0.8 0.9 1.0 0.9 0.9 0.8 0.9 0.9 1.0 1.1 1.2 1.3 1.2 1.3 1.5 1.9 2.1 2.2 3.0 1.4 2.0 2.9 3.7 4.5 5.2 5.3 3.2 2.3 1.7 0.8 1.0 1.0 0.9 0.8 0.8 0.8 0.7 0.7 0.7 0.7 0.8 0.8 0.7 0.7 0.6 0.6 0.7 0.7 0.8 1.0 1.1 1.1 1.0 1.0 1.0 1.1 1.2 1.4 1.6 1.5 1.4 1.5 1.7 2.0 2.6 1.9 2.7 3.3 4.1 5.4 7.4 7.7 2.4 1.8 1.4 0.7 0.8 0.8 0.7 0.7 0.7 0.7 0.6 0.6 0.7 0.7 0.8 0.8 0.7 0.7 0.6 0.7 0.7 0.8 0.9 1.0 1.2 1.2 1.2 1.2 1.3 1.5 1.8 1.9 2.1 1.8 1.7 1.8 1.7 1.6 2.3 2.9 3.8 5.1 7.3 9.5 1.2 1.3 1.3 0.6 0.7 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.7 0.8 0.8 0.7 0.7 0.7 0.7 0.7 0.8 0.9 1.1 1.3 1.4 1.4 1.5 1.6 1.9 2.3 2.3 2.2 2.1 2.2 1.9 2.4 3.0 4.2 6.7 9.6 11.0 1.0 1.4 1.9 0.6 0.6 0.6 0.5 0.5 0.5 0.5 0.6 0.6 0.7 0.8 0.8 0.8 0.8 0.7 0.7 0.8 0.9 1.0 1.2 1.4 1.6 1.6 1.8 2.2 2.3 2.3 2.1 2.6 1.7 2.1 2.6 3.6 5.3 7.8 1.9 2.9 3.5 0.5 0.5 0.5 0.5 0.5 0.5 0.6 0.6 0.7 0.8 0.9 0.9 0.8 0.8 0.8 0.9 1.1 1.2 1.4 1.7 1.7 1.7 1.9 2.2 2.2 2.5 2.2 2.6 3.1 4.2 5.7 3.0 4.0 5.9 0.5 0.5 0.5 0.5 0.5 0.5 0.6 0.6 0.7 0.9 1.0 1.0 1.0 0.9 1.0 1.1 1.4 1.7 1.8 2.1 2.0 2.1 2.3 2.5 2.7 2.5 2.8 3.0 3.6 4.0 3.2 0.9 0.1 5.4 7.5 7.3 2.3 1.0 0.7 0.6 0.5 0.5 0.5 0.5 0.5 0.6 0.6 0.7 0.8 0.9 1.0 1.0 1.1 1.1 1.2 1.4 1.8 2.3 2.3 2.3 2.3 2.6 2.1 3.1 2.7 2.5 1.9 0.8 0.1 7.8 8.9 10.5 6.4 2.3 1.0 0.7 0.6 0.5 0.5 0.5 0.6 0.6 0.7 0.7 0.8 0.9 1.1 1.1 1.1 1.2 1.5 1.9 2.2 2.4 2.1 2.4 2.9 2.7 3.4 3.6 2.9 2.0 1.5 1.0 0.4 10.5 12.2 10.8 5.5 1.7 0.9 0.7 0.6 0.6 0.6 0.7 0.8 0.9 0.9 1.1 1.2 1.2 1.1 1.2 1.5 1.9 2.1 2.3 3.2 3.3 4.1 4.9 5.7 5.2 4.2 2.8 1.5 0.8 14.0 12.4 8.8 2.8 1.1 0.7 0.7 0.7 0.8 0.9 1.1 1.2 1.3 1.5 1.4 1.3 1.4 1.6 2.0 2.7 3.4 4.1 5.0 6.5 7.8 8.6 7.7 5.2 2.7 18.0 11.5 10.7 5.3 0.8 0.9 1.0 1.2 1.5 1.7 1.8 2.0 1.6 1.6 1.6 1.6 2.3 3.0 4.2 6.0 7.9 10.7 12.8 11.8 10.9 9.7 8.9 7.8 3.0 0.9 1.1 1.3 1.6 2.0 2.3 2.2 2.1 2.1 1.9 1.9 2.0 2.5 3.3 4.7 7.4 10.5 14.2 16.7 7.6 6.8 6.5 4.6 1.2 1.6 2.0 2.2 2.4 2.1 2.7 1.8 2.1 2.5 2.4 2.5 3.1 4.5 7.4 11.6 4.8 3.9 3.7 2.4 1.1 1.5 1.9 2.1 2.6 1.8 2.1 2.5 3.0 3.3 3.0 2.5 2.4 2.8 3.2 2.6 2.2 1.8 1.5 2.2 2.0 2.2 2.6 3.0 3.6 4.3 4.6 4.1 3.1 2.0 1.4 1.4 1.4 1.4 1.9 2.5 2.9 3.2 3.8 4.8 5.7 6.7 6.9 5.9 4.2 1.0 1.2 1.6 1.8 1.5 1.7 2.2 3.0 3.8 4.7 5.9 7.6 9.5 10.9 10.7 8.9 5.3 1.4 2.0 2.8 1.7 2.0 1.9 2.0 2.4 3.2 4.5 6.3 8.7 12.2 16.3 17.4 15.8 11.3 1.9 2.8 4.4 4.1 2.0 2.4 2.7 2.4 2.2 2.4 3.2 4.9 7.5 11.5 16.2 22.2 23.3 4.1 5.4 7.1 3.6 2.0 2.3 2.7 3.3 3.5 3.2 2.6 2.3 2.7 4.4 7.5 12.5 15.9 7.3 8.9 7.7 2.2 2.4 2.8 3.4 3.9 4.7 4.9 4.3 3.2 2.1 1.8 2.6 4.1 9.1 9.5 11.3 6.9 2.1 2.7 3.1 3.5 4.2 5.4 6.3 7.4 7.3 6.1 4.1 2.1 1.0 13.1 13.2 10.6 4.8 1.6 1.8 2.4 3.2 4.1 5.2 6.6 8.6 10.8 11.9 11.3 9.0 4.8 13.6 12.3 7.7 1.8 2.1 2.0 2.1 2.5 3.4 4.8 6.9 9.8 13.8 18.0 18.2 16.6 13.5 9.6 9.6 4.7 1.7 2.1 2.5 2.8 2.5 2.3 2.5 3.4 5.3 8.3 12.7 17.2 23.5 22.0 8.8 7.6 6.3 1.8 2.0 2.4 2.9 3.5 3.7 3.2 2.6 2.3 2.8 4.5 7.8 12.4 13.5 6.1 5.0 5.0 3.5 2.0 2.3 2.5 3.0 3.6 4.2 5.1 5.1 4.4 3.2 2.4 3.5 3.6 2.9 2.4 1.7 1.5 2.1 2.8 3.2 3.7 4.5 5.8 6.8 7.9 7.6 6.3 4.1 1.9 1.8 1.6 1.4 1.4 1.7 2.3 3.2 4.2 5.5 7.1 9.4 11.8 12.7 9.0 4.5 1.6 1.1 1.1 1.3 1.3 2.1 1.9 1.7 1.8 2.3 3.4 5.0 7.3 10.5 14.9 18.9 18.6 2.8 0.8 0.3 1.0 1.4 1.9 2.1 2.0 2.6 2.9 2.6 2.1 1.9 2.2 3.3 5.4 8.7 13.5 17.7 24.3 0.7 0.3 0.2 1.8 2.7 4.0 1.9 2.3 2.8 3.5 3.9 3.6 2.8 2.0 1.8 2.5 4.4 7.6 11.9 0.3 0.1 0.1 2.8 3.7 5.9 4.8 1.9 2.2 2.6 3.3 4.0 5.1 5.5 5.1 3.9 2.3 1.3 1.3 2.1 0.2 0.1 5.4 7.0 8.5 3.9 1.7 2.2 2.7 3.1 3.8 5.1 6.4 7.9 8.6 7.7 5.5 2.6 0.9 9.0 10.0 8.3 1.4 1.9 2.6 3.5 4.5 5.8 7.7 10.6 13.1 13.3 12.0 6.4 10.8 11.3 11.9 7.6 1.9 2.7 4.0 5.6 8.1 11.8 17.1 20.5 17.7 11.9 15.5 13.1 10.6 4.4 1.7 1.8 2.6 4.1 6.3 9.9 14.6 20.0 11.6 11.0 7.4 2.2 1.4 2.1 3.5 5.8 9.7 14.0 10.1 8.9 8.6 4.4 1.4 3.3 7.1 6.3 5.3 2.3 3.9 3.6 2.6 1.2 2.5 2.0 1.6 1.1 0.7 1.1 0.9 0.7 0.5 0.5 0.4 0.3 0.2 0.2 0.0 0.0 0.0 26.7 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 0.2 0.3 0.3 0.2 0.2 0.2 0.2 0.1 0.1 0.2 0.2 0.3 0.4 0.5 0.5 0.5 0.5 0.5 0.1 0.1 0.1 0.2 0.4 0.1 0.1 0.1 0.1 0.1 0.1 0.1 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@ 20' AA1 @ 20' AA1 @ 20' AA3 @ 20' DD @ 16' DD @ 16' DD @ 16' DD @ 16' DD @ 16' DD @ 16' Plan View Scale - 1" = 50ft Schedule Symbol Label Quantity Manufacturer Catalog Number Description Number Lamps Lumens Per Lamp Light Loss Factor Wattage AA 4 COOPER LIGHTING SOLUTIONS - McGRAW- EDISON (FORMERLY EATON) GLEON-SA6D-740-U-SL4 GALLEON AREA AND ROADWAY LUMINAIRE (6) 70 CRI, 4000K, 1200mA LIGHTSQUARES WITH 16 LEDS EACH AND TYPE IV SPILL LIGHT ELIMINATOR OPTICS 96 459 1 382 AA1 3 COOPER LIGHTING SOLUTIONS - McGRAW- EDISON (FORMERLY EATON) GLEON-SA3D-740-U- T4FT GALLEON AREA AND ROADWAY LUMINAIRE (3) 70 CRI, 4000K, 1200mA LIGHTSQUARES WITH 16 LEDS EACH AND TYPE IV FORWARD THROW OPTICS 48 497 1 382 AA2 3 COOPER LIGHTING SOLUTIONS - McGRAW- EDISON (FORMERLY EATON) GLEON-SA6D-740-U-SL2- -HSS GALLEON AREA AND ROADWAY LUMINAIRE (6) 70 CRI, 4000K, 1200mA LIGHTSQUARES WITH 16 LEDS EACH AND TYPE II SPILL LIGHT ELIMINATOR OPTICS WITH HOUSE SIDE SHIELD 96 400 1 382 AA3 1 COOPER LIGHTING SOLUTIONS - McGRAW- EDISON (FORMERLY EATON) GLEON-SA6D-740-U- T4W GALLEON AREA AND ROADWAY LUMINAIRE (6) 70 CRI, 4000K, 1200mA LIGHTSQUARES WITH 16 LEDS EACH AND TYPE IV WIDE OPTICS 96 480 1 764 AA4 3 COOPER LIGHTING SOLUTIONS - McGRAW- EDISON (FORMERLY EATON) GLEON-SA6D-740-U-SL4- -HSS GALLEON AREA AND ROADWAY LUMINAIRE (6) 70 CRI, 4000K, 1200mA LIGHTSQUARES WITH 16 LEDS EACH AND TYPE IV SPILL LIGHT ELIMINATOR OPTICS WITH HOUSE SIDE SHIELD 96 392 1 382 AA5 4 COOPER LIGHTING SOLUTIONS - McGRAW- EDISON (FORMERLY EATON) GLEON-SA8D-740-U-SL4 GALLEON AREA AND ROADWAY LUMINAIRE (8) 70 CRI, 4000K, 1200mA LIGHTSQUARES WITH 16 LEDS EACH AND TYPE IV SPILL LIGHT ELIMINATOR OPTICS 128 461 1 511 AA6 3 COOPER LIGHTING SOLUTIONS - McGRAW- EDISON (FORMERLY EATON) GLEON-SA4D-740-U-SL4- -HSS GALLEON AREA AND ROADWAY LUMINAIRE (4) 70 CRI, 4000K, 1200mA LIGHTSQUARES WITH 16 LEDS EACH AND TYPE IV SPILL LIGHT ELIMINATOR OPTICS WITH HOUSE SIDE SHIELD 64 397 1 258 BB 11 COOPER LIGHTING SOLUTIONS - McGRAW- EDISON (FORMERLY EATON) GWC-SA2D-740-U-T4FT GALLEON WALL LUMINAIRE (2) 70 CRI, 4000K, 1200mA LIGHTSQUARES WITH 16 LEDS EACH AND TYPE IV FORWARD THROW OPTICS 32 509 1 129 DD 6 LSI INDUSTRIES, INC. XDLS-5-LED-HO-NW 1 7780 1 104.2 kimley-horn.com 767 Eustis Street, Suite 100, St. Paul, MN 55114 651-645-4197 MEMORANDUM To: Ginny McIntosh City of Brooklyn Center CC: Scannell Properties From: Jacob Rojer, P.E., PTOE Brian Wurdeman, P.E. Kimley-Horn and Associates, Inc. Date: June 9, 2022 Subject: Trip Generation Comparison Memo – Sears Site Redevelopment Brooklyn Center, MN INTRODUCTION Scannell Properties is proposing to redevelop the vacant Sears site at Shingle Creek Crossing in Brooklyn Center, Minnesota. The redevelopment will remove the existing approximately 110,000 square foot Sears building and 15,000 square foot auto center and build two office/industrial buildings totaling 230,000 square feet. This memorandum documents the anticipated trip generation of the previous land uses compared to the proposed land use. TRIP GENERATION COMPARISON The trip generation for the vacant Sears site was calculated based on the Institute of Transportation Engineers (ITE) Trip Generation Manual, 11th Edition. For the existing land uses, ITE Land Use Code (LUC) 875 (Department Store) and LUC 943 (Automobile Parts and Service Center) were used to calculate the trip generation. Table 1 provides the trip generation of the existing land uses. When operational, the existing site generated an estimated 93 trips in the AM peak hour, 246 trips in the PM peak hour, and 2,766 daily trips. Table 1 – Existing Site Trip Generation Land Use Description ITE Code Intensity / Units Daily AM Peak Hour PM Peak Hour In Out Total In Out Total Sears 875 110,000 Sq. Ft. 2,517 41 23 64 107 108 215 Auto Center 943 15,000 Sq. Ft. 249 21 8 29 12 19 31 Total Existing Trip Generation 2,766 62 31 93 119 127 246 Page 2 kimley-horn.com 767 Eustis Street, Suite 100, St. Paul, MN 55114 651-645-4197 The proposed office/industrial development will maintain the same site access as the existing conditions. The site will consist of a 110,000 square foot building and a 120,000 square foot building. It is assumed that the buildings will be 20% office and 80% industrial. The proposed site plan is attached. ITE LUC 110 (General Light Industrial) and ITE LUC 720 (General Office) were used to calculate the anticipated trip generation of the site. Table 2 provides the trip generation of the proposed development. The industrial development is anticipated to generate 206 AM peak hour trips, 186 PM peak hour trips, and 1,396 daily trips. Table 2 – Proposed Development Trip Generation Land Use Description ITE Code Intensity / Units Daily AM Peak Hour PM Peak Hour In Out Total In Out Total Industrial 110 184,000 Sq. Ft. 896 120 16 136 17 103 120 Office 720 46,000 Sq. Ft. 500 62 8 70 11 55 66 TOTAL 1,396 182 24 206 28 158 186 Comparing the trip generation results in Tables 1 & 2, it is anticipated that the redevelopment of the site will generate 113 more trips in the AM peak hour, 60 less trips in the PM peak hour, and 1,370 less daily trips than the previous land uses. Therefore, the redevelopment of the site is not anticipated to have a significant impact on traffic operations in the area. BLDG: A 110,000 SF BLDG: B 120,000 SF STORMWATER MANAGEMENT PROPERTY LINE PROPERTY LINE PROPERTY LINE PROPERTY LINE 35' BUILDING SETBACK 15' PARKING SETBACK 15' PARKING SETBACK 35' BUILDING SETBACK 10' BUILDING SETBACK 15' PARKING SETBACK 40' BUILDING SETBACK 40' UTILITY EASEMENT PUBLIC TRAIL EASEMENT PUBLIC TRAIL EASEMENT 40' UTILITY EASEMENT PUBLIC TRAIL EASEMENT LOT 1, BLOCK 1 LOT 2, BLOCK 1 STORMWATER MANAGEMENT STORMWATER MANAGEMENT NO TRUCKS SIGNS NO TRUCKS SIGNS PREPARED FOROVERALL SITEPLANC300NORTH 100 BUSINESSPARKSCANNELL PROPERTIESBROOKLYN CENTERMNDATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION ANDTHAT I AM A DULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THE STATE OFMINNESOTA.MNLIC. NO.BRIAN M. WURDEMAN01/21/202253113DATECHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECT16084602105/13/2022AS SHOWNRAVRAVBMWBUILDING DATA SUMMARY AREAS PROPOSED PROPERTY 15.256 AC BUILDING A AREA 110,000 SF BUILDING B AREA 120,000 SF PARKING LOT 1, BLOCK 1 REQUIRED PARKING 136 SPACES PROPOSED PARKING 200 SPACES PROPOSED PARKING EASEMENT SPACES 18 SPACES ADA STALLS REQ'D / PROVIDED 6 STALLS / 6 STALLS LOT 2, BLOCK 1 REQUIRED PARKING 150 SPACES PROPOSED PARKING 157 SPACES ADA STALLS REQ'D / PROVIDED 6 STALLS / 6 STALLS PROPERTY SUMMARY NORTH 100 BUSINESS PARK PROPERTY AREA 664,544 SF (15.256 AC) LOT 1, BLOCK 1 PROPERTY AREA 8.07 AC LOT 2, BLOCK 1 PROPERTY AREA 7.19 AC ZONING SUMMARY EXISTING ZONING PUD / MX-B - PLANNED UNIT DEVELOPMENT / BUSINESS MIXED USE DISTRICT PROPOSED ZONING PUD / MX-B - PLANNED UNIT DEVELOPMENT / BUSINESS MIXED USE DISTRICT PARKING SETBACKS SIDE/REAR = 15' ROAD = 15' BUILDING SETBACKS FRONT = 35' CORNER = 35' INTERIOR SIDE = 10' REAR = 40' PROPOSED CURB AND GUTTER PROPERTY LINE PROPOSED FENCE SETBACK LINE RETAINING WALL PROPOSED STANDARD DUTY ASPHALT PROPOSED CONCRETE PAVEMENT PROPOSED STORMWATER MANAGEMENT AREA PROPOSED CONCRETE SIDEWALK LEGEND PROPOSED HEAVY DUTY ASPHALT This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.SHEET NUMBER 2018 KIMLEY-HORN AND ASSOCIATES, INC.767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY-HORN.COMK:\TWC_LDEV\Scannell\Brooklyn Center - Sears\3 Design\CAD\PlanSheets\C4-SITE PLAN.dwg May 17, 2022 - 1:04pm©BYREVISIONSNo.DATEPRELIMINARY - NOT FOR CONSTRUCTIONSITE PLAN NOTES 1.ALL WORK AND MATERIALS SHALL COMPLY WITH ALL CITY/COUNTY REGULATIONS AND CODES AND O.S.H.A. STANDARDS. 2.CONTRACTOR SHALL REFER TO THE ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONS OF VESTIBULES, SLOPE PAVING, SIDEWALKS, EXIT PORCHES, TRUCK DOCKS, PRECISE BUILDING DIMENSIONS AND EXACT BUILDING UTILITY ENTRANCE LOCATIONS. 3.ALL INNER CURBED RADII ARE TO BE 3' AND OUTER CURBED RADII ARE TO BE 10' UNLESS OTHERWISE NOTED. STRIPED RADII ARE TO BE 5'. 4.ALL DIMENSIONS AND RADII ARE TO THE FACE OF CURB UNLESS OTHERWISE NOTED. 5.EXISTING STRUCTURES WITHIN CONSTRUCTION LIMITS ARE TO BE ABANDONED, REMOVED OR RELOCATED AS NECESSARY. ALL COST SHALL BE INCLUDED IN BASE BID. 6.CONTRACTOR SHALL BE RESPONSIBLE FOR ALL RELOCATIONS, (UNLESS OTHERWISE NOTED ON PLANS) INCLUDING BUT NOT LIMITED TO, ALL UTILITIES, STORM DRAINAGE, SIGNS, TRAFFIC SIGNALS & POLES, ETC. AS REQUIRED. ALL WORK SHALL BE IN ACCORDANCE WITH GOVERNING AUTHORITIES REQUIREMENTS AND PROJECT SITE WORK SPECIFICATIONS AND SHALL BE APPROVED BY SUCH. ALL COST SHALL BE INCLUDED IN BASE BID. 7.SITE BOUNDARY, TOPOGRAPHY, UTILITY AND ROAD INFORMATION TAKEN FROM A SURVEY BY SUNDE LAND SURVEYING, DATED 03/30/2021. 8.KIMLEY-HORN ASSUMES NO LIABILITY FOR ANY ERRORS, INACCURACIES, OR OMISSIONS CONTAINED THEREIN. 9.TOTAL LAND AREA IS 15.256 ACRES. 10.PYLON / MONUMENT SIGNS SHALL BE CONSTRUCTED BY OTHERS. SIGNS ARE SHOWN FOR GRAPHICAL & INFORMATIONAL PURPOSES ONLY. CONTRACTOR TO VERIFY SIZE, LOCATION AND ANY REQUIRED PERMITS NECESSARY FOR THE CONSTRUCTION OF THE PYLON / MONUMENT SIGN. 11.CONTRACTOR SHALL REFERENCE ARCH / MEP PLANS FOR SITE LIGHTING AND ELECTRICAL PLAN. 12.NO PROPOSED LANDSCAPING SUCH AS TREES OR SHRUBS, ABOVE AND UNDERGROUND STRUCTURES, OR OTHER OBSTRUCTIONS SHALL BE LOCATED WITHIN EXISTING OR PROPOSED UTILITY EASEMENTS AND RIGHTS OF WAY UNLESS SPECIFICALLY NOTED ON PLANS OTHERWISE. 13.REFERENCE ARCHITECTURAL PLANS FOR DUMPSTER ENCLOSURE DETAILS. 14.REFER TO FINAL PLAT OR ALTA SURVEY FOR EXACT LOT AND PROPERTY BOUNDARY DIMENSIONS. 15.ALL AREAS ARE ROUNDED TO THE NEAREST SQUARE FOOT. 16.ALL DIMENSIONS ARE ROUNDED TO THE NEAREST TENTH FOOT. 17.ALL PARKING STALLS TO BE 9' IN WIDTH AND 18' IN LENGTH UNLESS OTHERWISE INDICATED. N O R T H -Public Notice Ad Proof- Ad ID: 1234846 Copy LIne: June 23 PH Scannell Properties PO Number: Start: 06/09/22 Stop: 06/09/2022 Total Cost: # of Lines: 88 Total Depth: 9.778 # of Inserts: 1 Ad Class: 150 Phone # (763) 691-6000 Email: publicnotice@apgecm.com Rep No: SE700 Date: 06/02/22 Account #: 413069 Customer: CITY OF BROOKLYN CENTER ~ Address: 6301 SHINGLE CREEK BROOKLYN CENTER Telephone: (612) 569-3440 Fax: (763) 569-3494 This is the proof of your ad scheduled to run on the dates indicated below. Please proof read carefully. If changes are needed, please contact us prior to deadline at Cambridge (763) 691-6000 or email at publicnotice@apgecm.com Ad Proof Not Actual Size Publications: SP Brooklyn Ctr/Brooklyn Park Contract-Gross CITY OF BROOKLYN CENTER NOTICE OF PUBLIC HEARING TO WHOM IT MAY CONCERN: Please take notice that the Plan- ning Commission of the City of Brooklyn Center will hold an in-per- son public hearing on Thursday, June 23, 2022, at approximately 7:00 p.m. Meeting materials can be accessed by visiting the City of Brooklyn Center’s website at: https://www.ci.brooklyn-center. mn.us/. A definite time for this ap- plication to be considered cannot be given as it will depend on the progression of the agenda items. TYPE OF REQUEST: Rezoning/ Establishment of a Planned Unit Development, Site and Building Plan, Preliminary and Final Plat, and 2040 Comprehensive Plan Amendment APPLICANT: Scannell Proper- ties, on behalf of Transformco PROPERTY OWNER: Sears Roebuck and Company PROPERTY ADDRESS / PID: 1297 Shingle Creek Crossing, Brooklyn Center, MN 55430 / 03- 118-21-44-0026 BRIEF STATEMENT OF CON- TENTS OF PETITION: The Appli- cant is requesting review of a pro- posal to re-plat and re-develop the approximately 15-acre acre former Sears site, located at 1297 Shingle Creek Crossing. With the closure of Sears and the adjacent Sears Auto Center in late 2018, the Appli- cant is proposing the construction of two single-story business park buildings totaling approximately 230,000-square feet and related site improvements. Comments and questions may be forwarded to gmcintosh@ ci.brooklyn-center.mn.us up until 4:30 pm on the day of the meeting, or by contacting Ginny McIntosh at (763) 569-3319. Your comments will be included in the record and addressed as part of the meeting. Alternatively, you may participate in the Planning Commission meeting via Webex at: logis.webex.com Meeting Number (Access Code): 2455 009 7527 Password: BCPC06232022 By Phone: 1 (312) 535-8110 (Enter Access Code) Auxiliary aids for persons with disabilities are available upon re- quest at least 96 hours in advance. Please contact the City Clerk at (763) 569-3300 to make arrange- ments. Respectfully, Ginny McIntosh City Planner and Zoning Administrator Published in the Sun Post June 9, 2022 1234846 Exhibit B CITY OF BROOKLYN CENTER NOTICE OF PUBLIC HEARINGTO WHOM IT MAY CONCERN:Please take notice that the Plan-ning Commission of the City of Brooklyn Center will hold an in-per-son public hearing on Thursday, June 23, 2022, at approximately 7:00 p.m. Meeting materials can be accessed by visiting the City of Brooklyn Center’s website at: https://www.ci.brooklyn-center.mn.us/. A definite time for this ap-plication to be considered cannot be given as it will depend on the progression of the agenda items. TYPE OF REQUEST: Rezoning/Establishment of a Planned Unit Development, Site and Building Plan, Preliminary and Final Plat, and 2040 Comprehensive Plan AmendmentAPPLICANT: Scannell Proper-ties, on behalf of TransformcoPROPERTY OWNER: Sears Roebuck and CompanyPROPERTY ADDRESS / PID: 1297 Shingle Creek Crossing, Brooklyn Center, MN 55430 / 03-118-21-44-0026BRIEF STATEMENT OF CON-TENTS OF PETITION: The Appli-cant is requesting review of a pro-posal to re-plat and re-develop the approximately 15-acre acre former Sears site, located at 1297 Shingle Creek Crossing. With the closure of Sears and the adjacent Sears Auto Center in late 2018, the Appli-cant is proposing the construction of two single-story business park buildings totaling approximately 230,000-square feet and related site improvements. Comments and questions may be forwarded to gmcintosh@ci.brooklyn-center.mn.us up until 4:30 pm on the day of the meeting, or by contacting Ginny McIntosh at (763) 569-3319. Your comments will be included in the record and addressed as part of the meeting. Alternatively, you may participate in the Planning Commission meeting via Webex at: logis.webex.comMeeting Number (Access Code): 2455 009 7527Password: BCPC06232022By Phone: 1 (312) 535-8110 (Enter Access Code)Auxiliary aids for persons with disabilities are available upon re-quest at least 96 hours in advance. Please contact the City Clerk at (763) 569-3300 to make arrange- ments. Respectfully, Ginny McIntosh City Planner and Zoning Administrator Published in the Sun Post June 9, 2022 1234846 6/15/22, 8:46 PM Coversheet https://brooklyncenter.novusagenda.com/agendapublic/CoverSheet.aspx?ItemID=3624&MeetingID=386 1/2 Council/EDA Work Session DATE:5/24/2021 TO:City Council FROM:Curt Boganey, City Manager THROUGH:N/A BY:Meg Beekman, Community Development Director SUBJECT:Concept Review from Scannell Properes Regarding the Former Sears Site Requested Council Acon: Background: The concept review process is an opportunity for the City Council to review a development concept prior to a formal proposal from an applicant, and provide comments, ask quesons, and indicate whether or not the City would be open to the project. They are also helpful as it provides insight to staff and the developer as to any specific concerns the Council may have related to a project. Concept reviews are helpful for projects that would involve diverng from the City's established land use policy. A concept review is considered advisory and is nonbinding to the City and the applicant. No formal acon can be taken at a work session, and the Council is not being asked to vote on the proposal. If the developer chooses to submit a formal applicaon to the City to proceed, it would be subject to the full review process, as with any other development applicaon. The former Sears site has been vacant since 2018. Sears is the owner of the site and in late 2020, iniated a process to solicit offers from private pares to acquire and redevelop the site. Scannell Properes was the winning bidder and they have now entered into an opon agreement with Sears for the site. Scannell has begun their due diligence on the site, which has required substanal environmental assessment. As part of that assessment they have idenfied significant asbestos in the exisng structures which will need to be remediated before demolion can take place. The total esmated cost to remediate the asbestos in the former Sears building is nearly a million dollars. This work will be required prior to demolion of the exisng structures. On April 28, 2021, the City Council authorized an applicaon to the Metropolitan Council's Tax Base Revitalizaon Account for funding to assist with environmental remediaon of the site. Scannell Properes is a developer of primarily industrial and commercial business centers. They have most recently completed projects in Brooklyn Park and Maple Grove. Examples of their projects are aached to this report. Scannell Properes is sll very much in the due diligence phase of their project and have not yet determined a site layout or concept plan for this parcular site. They will complete the environmental assessment prior to determining the best layout and use for the site. That said, they are contemplang a commercial business center at this locaon, similar to those they have done in other communies. Scannell is seeking direcon from the Council on whether their proposed land use would be favorable to the Council. They are prepared to discuss the environmental condions of the site and to talk about their approach as developers and to their projects if the Council so wishes. T The former Sears site is currently zoned PUD-C2. This zoning is specific to the former Brookdale Mall, and any reuse of the property would require a rezoning to a new PUD. However, the underlying zoning is that of C2, Commerce, which primarily allows retail and service uses. Scannell's proposed use would require a rezoning to PUD-BMU, which aligns more closely with the City's I-1 - Light Industrial zoning district. The property is guided TOD in the 2040 Comprehensive Plan. At the me that the Comprehensive Plan was adopted, it was not clear with the future for the former Sears site would be. The site is near a BRT transit stop, and TOD allows a broad mix of land use opons, including housing. The 2040 Comprehensive Plan recognized that not all of the properes guided for TOD would be appropriate housing sites, and indicated that areas such as the Opportunity Site, would focus more on housing, while other sites around Xerxes and Brooklyn Boulevard would focus more on commercial land uses, providing a jobs base. That said, the 2040 Comprehensive Plan did not contemplate light industrial and business mixed use for the former Sears site, and as such, a Comprehensive Plan Amendment would be required if this development were to move forward. Policy Discussion a balanced approach to future redevelopment, including addional employment centers and tax base enhancing development projects, in addion to the communies needs for housing stabilizaon. A resilient economic future for the community necessitates a balanced approach to development which includes both developments that produce jobs and taxes as well as those which meet broader community goals. It is also not likely that the site will be aracve for addional retail uses, as the City is over retailed, from a market perspecve. While office uses would be aracve for the site and a posive outcome for the community in terms of jobs and tax base, the office market is currently extremely oversaturated, and the likelihood of aracng an office user very low. Exhibit C 6/15/22, 8:46 PM Coversheet https://brooklyncenter.novusagenda.com/agendapublic/CoverSheet.aspx?ItemID=3624&MeetingID=386 2/2 Scannell has not yet indicated whether they will request Tax Increment Financing or not. Any required for TIF will be required to meet the City's Public Subsidy Policy and go through formal review. Policy Issues: Does the Council have any comments or direcon related to the proposed land use concept? Is the Council comfortable with a light industrial/business mixed use project, knowing it will require a rezoning and Comprehensive Plan Amendment? Does the City Council have any quesons for Scannell properes related to their project proposal? Next Steps Based on the discussion with the Council, Scannell properes will work on a site concept, which will be brought back to the City Council for further consideraon before they prepare a final land use applicaon. Budget Issues: There are no budget issues regarding this item at this me. Anracist/Equity Policy Effect: Strategic Priories and Values: Targeted Redevelopment ATTACHMENTS: Descripon Upload Date Type Examples of Scannell Properes Projects 4/19/2021 Backup Material Statement of Community Impact 4/19/2021 Backup Material Example of Scannell Properes Project 4/19/2021 Backup Material 6/15/22, 8:45 PM Coversheet https://brooklyncenter.novusagenda.com/agendapublic/CoverSheet.aspx?ItemID=3897&MeetingID=392 1/2 Council/EDA Work Session DATE:11/22/2021 TO:City Council FROM:Dr. Reggie Edwards, City Manager THROUGH:N/A BY:Meg Beekman, Community Development Director SUBJECT:Concept Review Follow-up Discussion Regarding the Former Sears Site Requested Council Acon: Background: A concept review is considered advisory and is nonbinding to the City and the applicant. No formal acon can be taken at a work session, and the Council is not being asked to vote on the proposal. If the developer chooses to submit a formal applicaon to the City to proceed, it would be subject to the full review process, as with any other development applicaon. The former Sears site has been vacant since 2018. The Brooklyn Center site, along with mulple other former Sears sites were purchased by TransformCo, with the intenon of redeveloping the sites. TransformCo has been exploring redevelopment opons on the site for the last year and a half. This process has included conducng their own market studies and working with local brokers to idenfy a feasible reuse for the site. They iniated an RFP process in late 2020 to idenfy a redevelopment partner. Through that process, Scannell Properes was selected, and they have now entered into an opon agreement with TransformCo for the site. Scannell Properes is a developer of primarily light industrial and commercial business centers. They have most recently completed projects in Brooklyn Park and Maple Grove. At a Council work session In May 2021, Scannell presented a concept plan for a redevelopment to an office/warehouse use which would classify under the City's current light industrial (I1) zoning district and the 2040 Comprehensive Plan's future land use designaon of Business Mixed Use. The office/warehouse product type is in high demand in the market and is not a product that is readily available in the Brooklyn Center market. Office/warehouse buildings typically provide a 24-28 foot clear ceiling height, which offer the most flexibility for businesses. Scannell began their due diligence of the site and completed an environmental assessment of the property, which idenfied significant amounts of asbestos in the exisng buildings, which will need to be remediated before demolion can take place. The total esmated cost to remediate the asbestos in the former Sears building is nearly a million dollars. This work will be required prior to demolion of the exisng structures. At their May work session the Council provided feedback on the concept plan, and indicated that the proposed concept was not sasfactory. Councilmembers provided direcon to the developer to go back and rework their concept. The Council's feedback on the plan fell into four main areas: Provide a greater mix of uses, primarily a desire to see more retail/entertainment uses on the site Provide an overall high finish level on any buildings, with four-sided architecture, and a focus on enhancing the Hwy 100 frontage Provide a site layout and design that adds value to the adjacent Shingle Creek Crossing shopping center Provide community benefit though opportunies for space for local businesses or local hiring goals Scannell and TransformCo have been exploring the regional market, seeking opportunies to provide a greater mix of retail and entertainment uses. They have been working with a local broker, and have not had any interest in the site for this type of use. They have also focused on enhancing the architectural design and finish level of the building, as well as the layout to beer consider the adjacent shopping area. They area also exploring ways to provide greater community benefits from the site. TransformCo and their partner developer Scannell, have requested a work session to discuss the site, their revised concept plan, and how they intend to more closely align with the City's goals. The Staff have asked Julie Kimble, with KimbleCo, to also parcipate in the discussion on behalf of the City to ensure a collecve understanding of the City's goals as well as the market realies and constraints on the site. TransformCo is requesng this discussion now as they are at a decision point around whether to proceed with a project in Brooklyn Center, or to begin to focus on other sites, and are seeking direcon on their development concept. The former Sears site is currently zoned PUD-C2. This zoning is specific to the former Brookdale Mall, and any reuse of the property would require a rezoning to a new PUD. However, the underlying zoning is that of C2, Commerce, which primarily allows retail and service uses. Scannell's proposed use would require a rezoning to PUD-BMU, which aligns more closely with the City's I-1 - Light Industrial zoning district. The property is guided TOD in the 2040 Comprehensive Plan. At the me that the Comprehensive Plan was adopted, it was not clear what the future for the former Sears site would be, nor had a market study been completed. The site is near a BRT transit stop, and TOD allows a broad mix of land use opons, including housing. The 2040 Comprehensive Plan recognized that not all of the properes guided for TOD would be appropriate housing sites, and indicated that 6/15/22, 8:45 PM Coversheet https://brooklyncenter.novusagenda.com/agendapublic/CoverSheet.aspx?ItemID=3897&MeetingID=392 2/2 areas such as the Opportunity Site, would focus more on housing, while other sites around Xerxes and Brooklyn Boulevard would focus more on commercial land uses, providing a jobs base. That said, the 2040 Comprehensive Plan did not contemplate light industrial and business mixed use for the former Sears site, and as such, a Comprehensive Plan Amendment would be required if this development were to move forward. Policy Discussion A resilient community includes a balanced approach to land use and redevelopment. This means idenfying opportunies for adding jobs and tax base enhancing development projects, as well as promong housing stabilizaon, a diverse housing stock, and meeng broader community goals. Scannell has not yet indicated whether they will request Tax Increment Financing or not. Any request for TIF will be required to meet the City's Public Subsidy Policy and go through formal review. Policy Issues: Does the Council have any comments or direcon related to the proposed land use concept? Is the Council comfortable with a light industrial/business mixed use project, knowing it will require a rezoning and Comprehensive Plan Amendment? Does the City Council have any quesons for Scannell properes related to their project proposal? Next Steps Based on the discussion with the Council, Scannell properes will work on a site concept, which will be brought back to the City Council for further consideraon before they prepare a final land use applicaon. Budget Issues: There are no budget issues regarding this item at this me. Anracist/Equity Policy Effect: Strategic Priories and Values: Targeted Redevelopment ATTACHMENTS: Descripon Upload Date Type presentaon 11/22/2021 Presentaon Member Kay Lasman introduced the following resolution and moved its adoption: RESOLUTION NO. 2011 -128 RESOLUTION REGARDING THE DISPOSITION OF PLANNING COMMISSION APPLICATION NO. 2011 -015 SUBMITTED BY SEARS, ROEBUCK AND CO. WHEREAS, the City of Brooklyn Center, Minnesota (City) received and considered Planning Commission Application No. 2011 -015 submitted by Sears, Roebuck and Co. Sears), which proposes a Planned Unit Development (PUD) Amendment to the existing 1999 Brookdale Regional Shopping Center Mall redevelopment plan; and WHEREAS, Sears is the owner of the property generally located at the northeast corner of Xerxes Avenue North and T.H. 100 in Brooklyn Center; addressed as 1297 Brookdale Center; PID No. 03- 118 -21 -44 -0026, and legally described as follows: Registered Land Survey No. 0936, Hennepin County, Minnesota, EX HWY TRACT A (the Subject Property); and WHEREAS, on March 8, 1999, the City adopted Resolution No. 99 -37, which approved Planning Commission Application No. 99001, submitted by Talisman Brookdale, LLC, and which comprehended and approved the rezoning from C -2 (Commerce) to PUDIC -2 Planned Unit Development/Commerce) of the Brookdale Regional Shopping Center property, which is bounded on the north by County Road 10, on the east and south by T. H. 100 and on the west by Xerxes Avenue North (the Brookdale Property); and WHEREAS, on March 8, 1999, the City also considered and approved a new planned unit development proposal and plan of the Brookdale Properties (1999 PUD Plan), which comprehended new site and building plan approvals for the expansion, redevelopment and rejuvenation of the Brookdale Regional Shopping Center, and which included the following improvements: 1.The reconfiguration of the west end of the mall including an 89,650 sq. ft. second floor to include a 20 screen, 4,252 seat theater; 2.An approximate 13,200 sq. ft. addition to the north entrance to the mall for two restaurant sites; 3.An approximate 13,000 sq. ft. addition for general retail use and revised mall entry way along the southerly side of the complex adjacent to Dayton's; Exhibit D RESOLUTION NO. 2011 -128 4.A 4,650 sq. ft. freestanding Applebee's restaurant building along Xerxes Avenue North, northerly of the 56th Avenue entrance to the Brookdale Center; and 5.Conceptual approval, subject to further Planning Commission and City Council review and approval, of four additional freestanding restaurant and/or retail buildings to be located around the perimeter of the shopping center. WHEREAS, the City considered and approved the following variations from the underlying zoning, which were considered reasonable standards to apply to the 1999 PUD Plan proposal: A.Allow 5 ft. rather than 15 ft. green -strips at certain locations where an appropriate 3 to 3 -'/z ft. high decorative masonry wall shall be installed to offset negative effects (this standard has been allowed in other areas within the city). B.Allow a 35 ft., or non -major thoroughfare setback for certain out building locations based on variances that have been allowed for other commercial buildings along major thoroughfares and seem appropriate in this location as well. C.Allow a 4.5 parking spaces per 1,000 sq. ft. of gross leasable area rather than the 5.5 parking spaces per 1,000 sq. ft. of gross floor area required based on the shared parking analysis provided and on Urban Land Institute Methodology indicating a maximum of 5,133 parking spaces as being needed for the Brookdale Mall given the mix of uses and square footages proposed in order to meet the maximum weekday and weekend hourly demand, which is also in keeping with at least two major regional malls in the area. D.Allow the 60 ft. wide parking dimension standard for 90 degree parking rather than the 63 ft. required separation based on the fact that Brookdale has previously been allowed to have the 60 ft. parking standard and it appears that it would work in this situation. E.Allow two freestanding signs up to 320 sq. ft. in area along T. H. 100 based on the uniqueness of the size, diversity of uses and significance of Brookdale Mall. F.Allow an increase from 15 percent to 20 percent of the allowable restaurant use without requiring additional parking at Brookdale based on the uniqueness of Brookdale, the mix of uses and dynamics of multiple stops per person at the Center. RESOLUTION NO. 2011 -128 WHEREAS, on December 9, 1999, the City approved and entered into a Declaration of Covenants and Restrictions agreement (1999 PUD Agreement) with Talisman Brookdale LLC, which established the new 1999 Brookdale Regional Shopping Center Planned Unit Development and redevelopment plan on the Brookdale Property, and included the Subject Property; and WHEREAS, on June 13, 2011, the City adopted Resolution No. 2 -85, which approved Planning Commission Application No. 2011 -009, submitted by Gatlin Development Company, and which approved the 2011 Shingle Creek Crossing Planned Unit Development plan for the redevelopment of Brookdale Mall, and which approval comprehended additional adjustments not approved under the 1999 PUD Agreement and included the following variations from the zoning ordinance: A.Allow a 5 ft. rather than 15 ft. green strips at certain locations where an appropriate 3 to 3 -%2 ft. high decorative masonry wall shall be installed to offset negative effects along Xerxes Avenue. B.Allow a reduction in the 15 foot parking setback and 35 foot building setback along Bass Lake Road to offset the dedication of additional right of way for the trail improvements to replace the current trail easements. C.Allow 4.5 parking spaces per 1,000 sq. ft. of gross leasable retail area and 10 per 1,000 sq. ft. of restaurant area rather than the 5.5 parking spaces per 1,000 sq. ft. of gross floor area and one per two seats and employee on a major shift for restaurants. D.Allow the 60 ft. wide parking dimension standard for 90 degree parking rather than the 63 ft. and a 52.5 ft wide parking dimension for 60 degree parking rather than the 57 ft. E.Allow two freestanding signs up to 320 sq. ft. in area along T. H. 100 and two Town Center identification signs (one additional) along Bass Lake Road and one Town Center identification sign on Xerxes Avenue. F.Allow an increase from 15 percent to 20 percent of the allowable restaurant use without requiring additional parking at Brookdale based on the uniqueness of Brookdale, the mix of uses and dynamics of multiple stops per person at the Center. RESOLUTION NO. 2011 -128 WHEREAS, Sears also requested additional adjustments not approved under the 1999 PUD Agreement, and furthermore requested and desires to have extended to their own separate property the same or similar adjustments approved to Gatlin Development Company under their approved Shingle Creek Crossing Planned Unit Development, and which variations were adjusted or re- worded accordingly by city staff to match Sears' own property; and WHEREAS, the City's Planning Commission held a duly called public hearing on July 14, 2011, whereby a staff report and public testimony regarding the Planned Unit Development Amendment were received and considered by the Planning Commission; the Planning Commission considered the Planned Unit Development Amendment request in light of all testimony received, including the guidelines for evaluating such amendments as contained in Section 35 -355 of the City's Zoning Ordinance and the City's Comprehensive Plan; the public hearing was closed; and the matter was tabled to a later date; and WHEREAS, the City's Planning Commission tabled this matter to the August 25, 2011 regular meeting, where a follow -up staff report was presented regarding this Planned Unit Development Amendment; the variations requested by Sears were revised and presented; and this matter was given further consideration by the Planning Commission. WHEREAS, the Planning Commission recommended approval of Application No. 2011 -015 by adopting Planning Commission Resolution No. 2011 -11 on August 25, 2011; and WHEREAS, the City Council considered Application No. 2011 -015 at its September 12, 2011 regular meeting and in light of all testimony received the Planning Commission' s recommendations. NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Brooklyn Center that Application No. 2011 -015 submitted by Sears Roebuck and Co. is approved 4 based upon the following considerations: 1.The Planned Unit Development Amendment is compatible with the standards, purposes and intent of the Planned Unit Development section of the City' s Zoning Ordinance. 2.The Planned Unit Development Amendment proposal will allow for the utilization of the land in question in a manner which is compatible with, complimentary to and of comparable intensity to adjacent land uses as well as those permitted on surrounding land. 3.The Planned Unit Development Amendment proposal is considered consistent with the recommendations of the City' s Comprehensive Plan for this area of the city. RESOLUTION NO. 2011 -128 The Planned Unit Development Amendment proposal appears to be a good long range use of the existing land and this development can be considered an asset to the community. 4.Based upon the above considerations, it is believed that the guidelines for evaluating Planned Unit Development Amendment as contained in Section 35 -355 of the City' s Zoning Ordinance are met and the proposal is, therefore, in the best interest of the community. 5.The Planned Unit Development Amendment as comprehended by Sears, and the allowance of certain variations to the underlying zoning, will create a unified and harmonious development between the existing and future development site of Sears with the new and future development plans of the adjacent Shingle Creek Crossing development site. BE IT FURTHER RESOLVED by the City Council that approval of the proposed planned unit development amendment referenced under Application No. 2011 -015 be approved and subject to the following conditions and considerations: 1.The utilization of the Subject Property shall receive the benefit of and conform to the approved 1999 Planned Unit Development plan, with the exception of the additional variations from the 1999 PUD Agreement noted in the 2011 Sears Declaration of Covenants and Restrictions Agreement contained herein: A. Required parking for a retail use is reduced from 5.5 spaces per 1000 square feet of gross floor area to 4.5 spaces per 1000 square feet of gross leasable retail area. B. Required parking for a restaurant use is reduced from one space per two seats and one space for each employee on a major shift to 10 parking stalls per 1,000 sq. ft. of restaurant area. C. The space between rows of 90 degree parking stalls is reduced from 63 feet to 60 feet; and the space between rows of 60 degree parking is reduced from 57 feet to 52.5 feet. D. The zero foot (0') lot line setback at the northeast corner of the Sears store building (measured as 163.6 feet) and which exists today shall remain, and the zero -lot line for the 140+ feet of the existing screening wall for the loading dock area shall also remain. Applicant shall have the right to rebuild, extend or install a similar screening wall with zero -lot line setbacks along the property line in certain areas. RESOLUTION NO. 2011 -128 2.The Applicant shall execute and deliver a Declaration of Covenants and Restrictions Agreement in the form submitted to the Council, subject to such changes, not affecting the substance of the Declaration, as are approved by the City Attorney and the City Manager. v a September 12, 2011 Date Mayor ATTEST: City Clerk The motion for the adoption of the foregoing resolution was duly seconded by member Dan Ryan and upon vote being taken thereon, the following voted in favor thereof: Tim Willson, Carol Kleuen, Kay Lasman, and Dan Ryan; and the following voted against the same: none; whereupon said resolution was declared duly passed and adopted. M E M O R A N D U M DATE: June 17, 2022 TO: Ginny McIntosh, City Planner/Zoning Administrator FROM: Mike Albers, P.E., City Engineer SUBJECT: Preliminary Site Plan & Preliminary Plat Review – North 100 Business Park Public Works staff reviewed the following documents submitted for review for the proposed North 100 Business Park: Preliminary Plans dated May 24, 2022 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 Land Alteration permit. Stormwater: 1.On Grading Plan sheets, the Legend has two different lines for “Proposed Storm Sewer”. What is the difference between the two storm sewer lines? 2. Verify approval from Shingle Creek Watershed Management Commission. 3.The proposed discharge rates to the Existing SE basin increase substantially for the 100-year event (4.4 times higher). The existing and proposed hydraulic conditions at the SE basin should be verified. The aggregate outflow is substantially reduced. However, impacts to the SE pond should be calculated. 4.OCS-2 detail shows rim elevation = 852.0. Proposed Conditions HydroCAD model shows East Infiltration Basin outlet rim = 851.50. 5. An erosion control plan must be submitted, rather than just having the narrative on the SWPPP. Sanitary Sewer: 6.Some of the sanitary sewer has 3.5’ of cover. Additional cover should be provided to prevent freezing issues. 7.Check all rim elevations for structures. Many of the rim elevations on the utility plan sheets do not match the grading plan elevations. Watermain: 8.Add City hydrant detail. Hydrants and gate valves within the project should be consistent with the City detail. 9.Show any watermain offset locations. 10.Verify that there are no utility crossing conflicts. Roads/Trails/Sidewalks: 11.Ensure that Clearview Triangles are met at all street intersections (City Ordinance Section 25- 802). 12.A trail plan & profile sheet should be provided. 13.Provide detailed vehicle turning and tracking movement diagrams for delivery vehicles and garbage trucks demonstrating specific and actual routes. Exhibit E North 100 Business Park Site Plan Review Memo, June 17, 2022 14. Goal of the city is to have truck traffic concentrated to the south access road. a. Recommend the following signage to direct most users to preferred routes: i. Add “DO NOT ENTER” signage plus “EXCEPT DELIVERIES” signage to the accesses on the west, north and east of the buildings to the roadway. ii. Opposite direction from where trucks and deliveries are supposed to occur add “DO NOT ENTER” plus “NO TRUCKS” signage to direct trucks to not use other routes. iii. On the east end of the curve east of Walmart and near Hom Furniture – Add “PRIVATE ROAD” and “DELIVERIES ONLY” sign. iv. This may be in addition to or replacement of “TRUCK ENTRANCE” signage. b. Sidewalks: Recommend extension of sidewalks and walkways to the east to Walmart sidewalk (NE corner of site) and the north (NE and NW corners of site) to enable pedestrian access from this development to nearby restaurants and retail for increased pedestrian safety and reduction in vehicle trips. Traffic: 15. Trip Generation Memo is deemed to be acceptable. Applicant must meet requirements from the MnDOT traffic review. Photometric Plan, February 11, 2022: 16. Lighting coverage is acceptable on the parking and drive areas. General Comments 17. See redlines for additional comments. 18. The City has submitted the plans to Minnesota Department of Transportation (MnDOT) for review. Applicant must meet requirements from the MnDOT review. 19. The City has submitted the plans to Hennepin County for review. Applicant must meet requirements from the Hennepin County review. 20. Provide a copy of the irrigation plan. 21. The applicant shall be responsible for coordinating site development plans with all private utility companies (Xcel Energy, CenterPoint Energy, CenturyLink Communications, Comcast, etc. ). Any further easements necessary to provide utility service to the proposed site development shall be dedicated to the public for public use with the final plat. 22. Utility Facilities Easement Agreement is required. 23. A 10’ drainage and utility easement must be dedicated on the plat around the entire perimeter of the site and centered on other lot lines. All utilities and storm water management facilities to be within a drainage & utility easement. An additional utility easement must be dedicated on the plat for the private water main and sanitary to allow for maintenance access per the Utility Facilities Easement Agreement. 24. 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 of all project plan sheets depicting any associated private and/or public improvements, revisions and adjustments prior to issuance of the certificate of occupancy. The as-built 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. North 100 Business Park Site Plan Review Memo, June 17, 2022 25. 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). 26. Provide share access agreements with adjacent properties. 27. Applicant must apply for a Land Disturbance permit. Prior to Issuance of a Land Alteration 28. Final construction/demolition plans and specifications need to be received and approved by the City Engineer in form and format as determined by the City. The final plan must comply with the approved preliminary plan and/or as amended, as required by the City Engineer. 29. The construction of project will require an encroachment on an adjacent property. Documentation must be submitted showing authorization for this activity. 30. 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 $2,500 that the City can draw upon on a monthly basis. 31. 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 separate $2,500 deposit will be required as part of the non-compliance provision. Anticipated Permitting 32. A City Land Disturbance permit is required. 33. A Watershed plan review and approval is required. 34. A Minnesota Pollution Control Agency (MPCA) NPDES storm water construction permit is required. 35. Other permits not listed may be required and is the responsibility of the developer to obtain and warrant. 36. Copies of all required permits must be provided to the City prior to issuance of applicable building and land disturbance permits. 37. A preconstruction conference must be scheduled and held with City staff and other entities designated by the City. The aforementioned comments are provided based on the information submitted by the applicant at the time of this review. Other guarantees and site development conditions may be further prescribed throughout the project as warranted and determined by the City. This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.SHEET NUMBER 2018 KIMLEY-HORN AND ASSOCIATES, INC.767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY-HORN.COMK:\TWC_LDEV\Scannell\brooklyn center - sears\3 Design\CAD\plansheets\C0-COVER SHEET.dwg May 24, 2022 - 4:59pmBYREVISIONSNo.DATEPRELIMINARY - NOT FOR CONSTRUCTIONPREPARED FORCOVER SHEETC000NORTH 100 BUSINESSPARKSCANNELL PROPERTIESBROOKLYNCENTERMNDATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION ANDTHAT I AM A DULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THE STATE OFMINNESOTA.MNLIC. NO.BRIAN M. WURDEMAN05/24/202253113DATECHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECT16084602105/24/2022AS SHOWNRAVRAVBMWNORTH VICINITY N.T.S. SITE BROOKLYN CENTER, HENNEPIN COUNTY, MN 1. CONTRACTOR SHALL CONFIRM THAT THE EXISTING CONDITIONS FOR THE SITE MATCH WHAT IS SHOWN ON THE DRAWINGS INCLUDED PRIOR TO CONSTRUCTION. 2. IF REPRODUCED, THE SCALES SHOWN ON THESE PLANS ARE BASED ON A ANSI full bleed D (34.00 x 22.00 Inches) SHEET. 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. NOTES: GEOTECHNICAL ENGINEER BRAUN INTERTEC CORPORATION 11001 HAMPSHIRE AVENUE SOUTH MINNEAPOLIS, MN 55438 TELEPHONE: (952) 995-2000 FAX: (952) 995-2020 CONTACT: STEVEN B. MARTIN, PE PROJECT TEAM: SURVEYOR SUNDE LAND SURVEYING 9001 EAST BLOOMINGTON FREEWAY 35W, SUITE 118 BLOOMINGTON, MN 55420 TELEPHONE: (952) 881-2455 FAX: (952) 888-9526 CONTACT: SUE TARASAR ENGINEER KIMLEY-HORN AND ASSOCIATES, INC. PREPARED BY: BRIAN M. WURDEMAN 767 EUSTIS STREET, SUITE 100 ST. PAUL, MN 55114 TELEPHONE (651) 645-4197 OWNER / DEVELOPER SCANNELL PROPERTIES 294 GROVE LANE, SUITE 140 WAYZATA, MN 55391 TELEPHONE: (763) 331-8851 CONTACT: DAN SALZER NORTH 100 BUSINESS PARK SECTION 3, TOWNSHIP 118N, RANGE 21W FOR SITE DEVELOPMENT PLANS Know what'sbelow. before you dig.Call ARCHITECT MOHAGEN HANSEN 1000 TWOLVE OAKS CENTER DRIVE SUITE 200 WAYZATA, MN 55391 TELEPHONE: (952) 426-7470 FAX: (952) 426-7440 CONTACT: STEPHEN PAETZEL SITE BENCHMARKS: (LOCATIONS SHOWN ON SURVEY) SBM #1 TOP OF TOP NUT OF FIRE HYDRANT IN CURB ISLAND NEAR NORTHWEST CORNER OF BUILDING. ELEVATION=854.40 FT SBM #2 TOP OF TOP NUT OF FIRE HYDRANT IN CURB ISLAND 115+/- FEET SOUTHEAST OF NORTHEAST CORNER OF OLD SEARS AUTO BUILDING. ELEVATION=854.70 FT SBM #3 TOP OF TOP NUT OF FIRE HYDRANT IN CURB ISLAND NEAR SOUTHWEST CORNER OF BUILDING ELEVATION=854.65 FT BENCHMARKS LANDSCAPE ARCHITECT KIMLEY-HORN AND ASSOCIATES, INC. PREPARED BY: RYAN HYLLESTED 767 EUSTIS STREET, SUITE 100 ST. PAUL, MN 55114 TELEPHONE (651) 645-4197 XERXES AVE NMN-1 0 0BROOKLYN BLVDBASS LAKE RD Sheet List Table Sheet Number Sheet Title C000 COVER SHEET C100 GENERAL NOTES C101 SWPPP C102 PRELIMINARY PLAT C200 OVERALL DEMO PLAN C201 DEMO PLAN C202 DEMO PLAN C300 OVERALL SITE PLAN C301 SITE PLAN C302 SITE PLAN C303 SITE DETAILS C400 OVERALL GRADING PLAN C401 GRADING PLAN C402 GRADING PLAN C403 GRADING DETAILS C500 OVERALL UTILITY PLAN C501 UTILITY PLAN C502 UTILITY PLAN C603 UTILITY DETAILS C604 UTILITY DETAILS L100 OVERALL LANDSCAPE PLAN L101 LANDSCAPE PLAN L102 LANDSCAPE PLAN L103 LANDSCAPE DETAILS L104 LANDSCAPE DETAILS This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.SHEET NUMBER 2018 KIMLEY-HORN AND ASSOCIATES, INC.767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY-HORN.COMK:\TWC_LDEV\Scannell\brooklyn center - sears\3 Design\CAD\plansheets\C1-GENERAL NOTES.dwg May 24, 2022 - 4:59pmBYREVISIONSNo.DATEPRELIMINARY - NOT FOR CONSTRUCTIONPREPARED FORGENERAL NOTESC100NORTH 100BUSINESS PARKSCANNELL PROPERTIESBROOKLYNCENTERMNDATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION ANDTHAT I AM A DULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THE STATE OFMINNESOTA.MNLIC. NO.BRIAN M. WURDEMAN05/24/202253113DATECHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECT16084602105/24/2022AS SHOWNRAVRAVBMWGENERAL CONSTRUCTION NOTES 1.THE CONTRACTOR AND SUBCONTRACTORS SHALL OBTAIN A COPY OF THE MN DEPARTMENT OF TRANSPORTATION "STANDARD SPECIFICATIONS FOR CONSTRUCTION" (LATEST EDITION) AND BECOME FAMILIAR WITH THE CONTENTS PRIOR TO COMMENCING WORK, AND, UNLESS OTHERWISE NOTED, ALL WORK SHALL CONFORM AS APPLICABLE TO THESE STANDARDS AND SPECIFICATIONS. 2.THE CONTRACTOR SHALL BE RESPONSIBLE FOR FURNISHING ALL MATERIAL AND LABOR TO CONSTRUCT THE FACILITY AS SHOWN AND DESCRIBED IN THE CONSTRUCTION DOCUMENTS IN ACCORDANCE WITH THE APPROPRIATE APPROVING AUTHORITIES, SPECIFICATIONS AND REQUIREMENTS. CONTRACTOR SHALL CLEAR AND GRUB ALL AREAS UNLESS OTHERWISE INDICATED, REMOVING TREES, STUMPS, ROOTS, MUCK, EXISTING PAVEMENT AND ALL OTHER DELETERIOUS MATERIAL. 3.THE EXISTING SUBSURFACE UTILITY INFORMATION IN THIS PLAN IS QUALITY LEVEL "D" UNLESS OTHERWISE NOTED. THIS QUALITY LEVEL WAS DETERMINED ACCORDING TO THE GUIDELINES OF CI/ACSE 38/02, ENTITLED STANDARD GUIDELINES FOR THE COLLECTION AND DEPICTION OF SUBSURFACE QUALITY DATA BY THE FHA. EXISTING UTILITIES SHOWN ARE LOCATED ACCORDING TO THE INFORMATION AVAILABLE TO THE ENGINEER AT THE TIME OF THE TOPOGRAPHIC SURVEY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR THE ENGINEER. GUARANTEE IS NOT MADE THAT ALL EXISTING UNDERGROUND UTILITIES ARE SHOWN OR THAT THE LOCATION OF THOSE SHOWN ARE ENTIRELY ACCURATE. FINDING THE ACTUAL LOCATION OF ANY EXISTING UTILITIES IS THE CONTRACTOR'S RESPONSIBILITY AND SHALL BE DONE BEFORE COMMENCING ANY WORK IN THE VICINITY. FURTHERMORE, THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES DUE TO THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. THE OWNER OR ENGINEER WILL ASSUME NO LIABILITY FOR ANY DAMAGES SUSTAINED OR COST INCURRED BECAUSE OF THE OPERATIONS IN THE VICINITY OF EXISTING UTILITIES OR STRUCTURES, NOR FOR TEMPORARY BRACING AND SHORING OF SAME. IF IT IS NECESSARY TO SHORE, BRACE, SWING OR RELOCATE A UTILITY, THE UTILITY COMPANY OR DEPARTMENT AFFECTED SHALL BE CONTACTED AND THEIR PERMISSION OBTAINED REGARDING THE METHOD TO USE FOR SUCH WORK. 4.IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE VARIOUS UTILITY COMPANIES WHICH MAY HAVE BURIED OR AERIAL UTILITIES WITHIN OR NEAR THE CONSTRUCTION AREA BEFORE COMMENCING WORK. THE CONTRACTOR SHALL PROVIDE 48 HOURS MINIMUM NOTICE TO ALL UTILITY COMPANIES PRIOR TO BEGINNING CONSTRUCTION. 5.THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL REQUIRED CONSTRUCTION PERMITS AND BONDS IF REQUIRED PRIOR TO CONSTRUCTION. 6.THE CONTRACTOR SHALL HAVE AVAILABLE AT THE JOB SITE AT ALL TIMES ONE COPY OF THE CONSTRUCTION DOCUMENTS INCLUDING PLANS, SPECIFICATIONS, GEOTECHNICAL REPORT AND SPECIAL CONDITIONS AND COPIES OF ANY REQUIRED CONSTRUCTION PERMITS. 7.ANY DISCREPANCIES ON THE DRAWINGS SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE OWNER AND ENGINEER BEFORE COMMENCING WORK. NO FIELD CHANGES OR DEVIATIONS FROM DESIGN ARE TO BE MADE WITHOUT PRIOR APPROVAL OF THE OWNER AND NOTIFICATION TO THE ENGINEER. 8.ALL COPIES OF COMPACTION, CONCRETE AND OTHER REQUIRED TEST RESULTS ARE TO BE SENT TO THE OWNER DIRECTLY FROM THE TESTING AGENCY. 9.THE CONTRACTOR SHALL BE RESPONSIBLE FOR DOCUMENTING AND MAINTAINING AS-BUILT INFORMATION WHICH SHALL BE RECORDED AS CONSTRUCTION PROGRESSES OR AT THE COMPLETION OF APPROPRIATE CONSTRUCTION INTERVALS AND SHALL BE RESPONSIBLE FOR PROVIDING AS-BUILT DRAWINGS TO THE OWNER FOR THE PURPOSE OF CERTIFICATION TO JURISDICTIONAL AGENCIES AS REQUIRED. ALL AS-BUILT DATA SHALL BE COLLECTED BY A STATE OF MN PROFESSIONAL LAND SURVEYOR WHOSE SERVICES ARE ENGAGED BY THE CONTRACTOR. 10.ANY WELLS DISCOVERED ON SITE THAT WILL HAVE NO USE MUST BE PLUGGED BY A LICENSED WELL DRILLING CONTRACTOR IN A MANNER APPROVED BY ALL JURISDICTIONAL AGENCIES. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ANY WELL ABANDONMENT PERMITS REQUIRED. 11.ANY WELL DISCOVERED DURING EARTH MOVING OR EXCAVATION SHALL BE REPORTED TO THE APPROPRIATE JURISDICTIONAL AGENCIES WITHIN 24 HOURS AFTER DISCOVERY IS MADE. 12.THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THAT THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS DO NOT CONFLICT WITH ANY KNOWN EXISTING OR OTHER PROPOSED IMPROVEMENTS. IF ANY CONFLICTS ARE DISCOVERED, THE CONTRACTOR SHALL NOTIFY THE OWNER PRIOR TO INSTALLATION OF ANY PORTION OF THE SITE WORK THAT WOULD BE AFFECTED. FAILURE TO NOTIFY OWNER OF AN IDENTIFIABLE CONFLICT PRIOR TO PROCEEDING WITH INSTALLATION RELIEVES OWNER OF ANY OBLIGATION TO PAY FOR A RELATED CHANGE ORDER. 13.SHOULD CONTRACTOR ENCOUNTER ANY DEBRIS LADEN SOIL, STRUCTURES NOT IDENTIFIED IN THE DOCUMENTS, OR OTHER SOURCE OF POTENTIAL CONTAMINATION, THEY SHALL IMMEDIATELY CONTACT THE ENGINEER AND OWNER. TYPICAL OWNER/ENGINEER OBSERVATIONS CONTRACTOR SHALL NOTIFY OWNER AND/OR ENGINEER 48 HOURS IN ADVANCE OF THE FOLLOWING ACTIVITIES: - PRE-CONSTRUCTION MEETING, SUBGRADE PREPARATION, BASE INSTALLATION ASPHALT INSTALLATION, UNDERGROUND PIPING AND UTILITIES INSTALLATION, INSTALLATION OF STRUCTURES, CHECK VALVES, HYDRANTS, METERS, ETC., SIDEWALK INSTALLATION, CONNECTIONS TO WATER AND SEWER MAINS, TESTS OF UTILITIES 3RD PARTY TEST REPORTS REQ'D TEST REPORTS REQUIRED FOR CLOSE OUT INCLUDE, BUT ARE NOT LIMITED TO: - DENSITY TEST REPORTS - BACTERIOLOGICAL TESTS OF WATER SYSTEM - PRESSURE TEST OF WATER/SEWER - LEAK TESTS ON SEWER SYSTEM AND GREASE TRAPS - ANY OTHER TESTING REQUIRED BY THE AGENCY/MUNICIPALITY WATER STORM SEWER & SANITARY SEWER NOTES 1.THE CONTRACTOR SHALL CONSTRUCT GRAVITY SEWER LATERALS, MANHOLES, GRAVITY SEWER LINES, AND DOMESTIC WATER AND FIRE PROTECTION SYSTEM AS SHOWN ON THESE PLANS. THE CONTRACTOR SHALL FURNISH ALL NECESSARY MATERIALS, EQUIPMENT, MACHINERY, TOOLS, MEANS OF TRANSPORTATION AND LABOR NECESSARY TO COMPLETE THE WORK IN FULL AND COMPLETE ACCORDANCE WITH THE SHOWN, DESCRIBED AND REASONABLY INTENDED REQUIREMENTS OF THE CONTRACT DOCUMENTS AND JURISDICTIONAL AGENCY REQUIREMENTS. IN THE EVENT THAT THE CONTRACT DOCUMENTS AND THE JURISDICTIONAL AGENCY REQUIREMENTS ARE NOT IN AGREEMENT, THE MOST STRINGENT SHALL GOVERN. 2.ALL EXISTING UNDERGROUND UTILITY LOCATIONS SHOWN ARE APPROXIMATE. THE CONTRACTOR SHALL COMPLY WITH ALL REQUIREMENTS FOR UTILITY LOCATION AND COORDINATION IN ACCORDANCE WITH THE NOTES CONTAINED IN THE GENERAL CONSTRUCTION SECTION OF THIS SHEET. 3.THE CONTRACTOR SHALL RESTORE ALL DISTURBED VEGETATION IN KIND, UNLESS SHOWN OTHERWISE. 4.DEFLECTION OF PIPE JOINTS AND CURVATURE OF PIPE SHALL NOT EXCEED THE MANUFACTURER'S SPECIFICATIONS. SECURELY CLOSE ALL OPEN ENDS OF PIPE AND FITTINGS WITH A WATERTIGHT PLUG WHEN WORK IS NOT IN PROGRESS. THE INTERIOR OF ALL PIPES SHALL BE CLEAN AND JOINT SURFACES WIPED CLEAN AND DRY AFTER THE PIPE HAS BEEN LOWERED INTO THE TRENCH. VALVES SHALL BE PLUMB AND LOCATED ACCORDING TO THE PLANS. 5.ALL PIPE AND FITTINGS SHALL BE CAREFULLY STORED FOLLOWING MANUFACTURER'S RECOMMENDATIONS. CARE SHALL BE TAKEN TO AVOID DAMAGE TO THE COATING OR LINING IN ANY D.I. PIPE FITTINGS. ANY PIPE OR FITTING WHICH IS DAMAGED OR WHICH HAS FLAWS OR IMPERFECTIONS WHICH, IN THE OPINION OF THE ENGINEER OR OWNER, RENDERS IT UNFIT FOR USE, SHALL NOT BE USED. ANY PIPE NOT SATISFACTORY FOR USE SHALL BE CLEARLY MARKED AND IMMEDIATELY REMOVED FROM THE JOB SITE, AND SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE. 6.WATER FOR FIRE FIGHTING SHALL BE MADE AVAILABLE FOR USE BY THE CONTRACTOR PRIOR TO COMBUSTIBLES BEING BROUGHT ON SITE. 7.ALL UTILITY AND STORM DRAIN TRENCHES LOCATED UNDER AREAS TO RECEIVE PAVING SHALL BE COMPLETELY BACK FILLED IN ACCORDANCE WITH THE GOVERNING JURISDICTIONAL AGENCY'S SPECIFICATIONS. IN THE EVENT THAT THE CONTRACT DOCUMENTS AND THE JURISDICTIONAL AGENCY REQUIREMENTS ARE NOT IN AGREEMENT, THE MOST STRINGENT SHALL GOVERN. 8.UNDERGROUND LINES SHALL BE SURVEYED BY A STATE OF MN PROFESSIONAL LAND SURVEYOR PRIOR TO BACK FILLING. 9.CONTRACTOR SHALL PERFORM, AT HIS OWN EXPENSE, ANY AND ALL TESTS REQUIRED BY THE SPECIFICATIONS AND/OR ANY AGENCY HAVING JURISDICTION. THESE TESTS MAY INCLUDE, BUT MAY NOT BE LIMITED TO, INFILTRATION AND EXFILTRATION, TELEVISION INSPECTION AND A MANDREL TEST ON GRAVITY SEWER. A COPY OF THE TEST RESULTS SHALL BE PROVIDED TO THE UTILITY PROVIDER, OWNER AND JURISDICTIONAL AGENCY AS REQUIRED. 10.CONTRACTOR SHALL PROVIDE FOR A MINIMUM HORIZONTAL CLEARANCE OF 10' AND A VERTICAL CLEARANCE OF 18" BETWEEN WATER AND SANITARY SEWER MANHOLES AND LINES. 11.IF ANY EXISTING STRUCTURES TO REMAIN ARE DAMAGED DURING CONSTRUCTION IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO REPAIR AND/OR REPLACE THE EXISTING STRUCTURE AS NECESSARY TO RETURN IT TO EXISTING CONDITIONS OR BETTER. 12.ALL STORM PIPE ENTERING STRUCTURES SHALL BE GROUTED TO ASSURE CONNECTION AT STRUCTURE IS WATERTIGHT UNLESS OTHERWISE STATED BY CITY AND STATE DESIGN STANDARDS AND SPECIFICATIONS. 13.UNLESS OTHERWISE STATED IN CITY AND STATE DESIGN STANDARDS AND SPECIFICATIONS, ALL STORM SEWER MANHOLES IN PAVED AREAS SHALL BE FLUSH WITH PAVEMENT, AND SHALL HAVE TRAFFIC BEARING RING & COVERS. MANHOLES IN UNPAVED AREAS SHALL BE 6" ABOVE FINISH GRADE. LIDS SHALL BE LABELED "STORM SEWER". EXISTING CASTINGS AND STRUCTURES WITHIN PROJECT LIMITS SHALL BE ADJUSTED TO MEET THESE CONDITIONS AND THE PROPOSED FINISHED GRADE. 14.TOPOGRAPHIC INFORMATION IS TAKEN FROM A TOPOGRAPHIC SURVEY BY LAND SURVEYORS. IF THE CONTRACTOR DOES NOT ACCEPT EXISTING TOPOGRAPHY AS SHOWN ON THE PLANS, WITHOUT EXCEPTION, THEN THE CONTRACTOR SHALL SUPPLY, AT THEIR EXPENSE, A TOPOGRAPHIC SURVEY BY A REGISTERED LAND SURVEYOR TO THE OWNER FOR REVIEW. 15.CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE GOVERNING CODES AND BE CONSTRUCTED TO SAME. 16.ALL STORM STRUCTURES SHALL HAVE A SMOOTH UNIFORM POURED MORTAR FROM INVERT IN TO INVERT OUT. 17.ROOF DRAINS SHALL BE CONNECTED TO STORM SEWER BY PREFABRICATED WYES OR AT STORM STRUCTURES. ROOF DRAINS AND TRUCK WELL DRAIN SHALL RUN AT A MINIMUM 1% SLOPE, UNLESS NOTED OTHERWISE, AND TIE IN AT THE CENTERLINE OF THE STORM MAIN. 18.ALL ROOF AND SANITARY SEWER DRAINS SHALL BE INSULATED IF 7' OF COVER CANNOT BE PROVIDED. 19.THE CONTRACTOR SHALL PROTECT EXISTING UNDERGROUND UTILITIES AND APPURTENANCES THAT ARE TO REMAIN FROM DAMAGE DURING CONSTRUCTION OPERATIONS. 20.THE LOCATION OF EXISTING UTILITIES, STORM DRAINAGE STRUCTURES AND OTHER ABOVE AND BELOW-GRADE IMPROVEMENTS ARE APPROXIMATE AS SHOWN. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE EXACT LOCATION, SIZE AND INVERT ELEVATIONS OF EACH PRIOR TO THE START OF CONSTRUCTION. 21.A MINIMUM OF 5' SEPARATION IS REQUIRED BETWEEN UTILITIES AND TREES UNLESS A ROOT BARRIER IS UTILIZED. 22.GAS, PHONE AND ELECTRIC SERVICES SHOWN FOR INFORMATIONAL PURPOSES ONLY. DRY UTILITY COMPANIES MAY ALTER THE DESIGN LAYOUT DURING THEIR REVIEW. CONTRACTOR TO COORDINATE FINAL DESIGN AND INSTALLATION WITH UTILITY COMPANIES. 23.COORDINATE UTILITY INSTALLATION WITH IRRIGATION DESIGN AND INSTALLATION. 24.ALL DIMENSIONS ARE TO FLOW LINE OF CURB UNLESS OTHERWISE NOTED. PERIMETER WALL DIMENSIONS ARE TO INSIDE WALL FACE. REFERENCE ARCHITECTURAL PLANS FOR EXACT WALL WIDTH AND SPECIFICATIONS. 25.REFERENCE ARCHITECTURAL PLANS (BY OTHERS). FOR EXACT BUILDING DIMENSIONS, AND MATERIALS SPECIFICATIONS. 26.REFERENCE M.E.P. PLANS (BY OTHERS) FOR MECHANICAL EQUIPMENT DIMENSIONS AND SPECIFICATIONS. 27.CONTRACTOR SHALL REFERENCE STRUCTURAL PLANS (BY OTHERS) FOR MECHANICAL EQUIPMENT DIMENSIONS AND PAD PREPARATION SPECIFICATIONS. 28.CONTRACTOR SHALL REFERENCE M.E.P PLANS (BY OTHERS) FOR LIGHT POLE WIRING. GRADING AND DRAINAGE NOTES 1.GENERAL CONTRACTOR AND ALL SUBCONTRACTORS SHALL VERIFY THE SUITABILITY OF ALL EXISTING AND PROPOSED SITE CONDITIONS INCLUDING GRADES AND DIMENSIONS BEFORE START OF CONSTRUCTION. THE ENGINEER SHALL BE NOTIFIED IMMEDIATELY OF ANY DISCREPANCIES. 2.THE CONTRACTOR SHALL GRADE THE SITE TO THE ELEVATIONS INDICATED AND SHALL ADJUST BMP'S AS NECESSARY AND REGRADE WASHOUTS WHERE THEY OCCUR AFTER EVERY RAINFALL UNTIL A GRASS STAND IS WELL ESTABLISHED OR ADEQUATE STABILIZATION OCCURS. 3.CONTRACTOR SHALL ENSURE THERE IS POSITIVE DRAINAGE FROM THE PROPOSED BUILDINGS SO THAT SURFACE RUNOFF WILL DRAIN BY GRAVITY TO NEW OR EXISTING DRAINAGE OUTLETS. CONTRACTOR SHALL ENSURE NO PONDING OCCURS IN PAVED AREAS AND SHALL NOTIFY ENGINEER IF ANY GRADING DISCREPANCIES ARE FOUND IN THE EXISTING AND PROPOSED GRADES PRIOR TO PLACEMENT OF PAVEMENT OR UTILITIES. 4.CONTRACTOR SHALL PROTECT ALL MANHOLE COVERS, VALVE COVERS, VAULT LIDS, FIRE HYDRANTS, POWER POLES, GUY WIRES, AND TELEPHONE BOXES THAT ARE TO REMAIN IN PLACE AND UNDISTURBED DURING CONSTRUCTION. EXISTING CASTINGS AND STRUCTURES TO REMAIN SHALL BE ADJUSTED TO MATCH THE PROPOSED FINISHED GRADES. 5.BACKFILL FOR UTILITY LINES SHALL BE PLACED PER DETAILS, STANDARDS, AND SPECIFICATIONS SO THAT THE UTILITY WILL BE STABLE. WHERE UTILITY LINES CROSS THE PARKING LOT, THE TOP 6 INCHES SHALL BE COMPACTED SIMILARLY TO THE REMAINDER OF THE LOT. UTILITY DITCHES SHALL BE VISUALLY INSPECTED DURING THE EXCAVATION PROCESS TO ENSURE THAT UNDESIRABLE FILL IS NOT USED. 6.CONTRACTOR IS RESPONSIBLE FOR THE REMOVAL AND REPLACEMENT OF 4" OF TOPSOIL AT COMPLETION OF WORK. ALL UNPAVED AREAS IN EXISTING RIGHTS-OF-WAY DISTURBED BY CONSTRUCTION SHALL BE REGRADED AND SODDED. 7.AFTER PLACEMENT OF SUBGRADE AND PRIOR TO PLACEMENT OF PAVEMENT, CONTRACTOR SHALL TEST AND OBSERVE PAVEMENT AREAS FOR EVIDENCE OF PONDING. ALL AREAS SHALL ADEQUATELY DRAIN TOWARDS THE INTENDED STRUCTURE TO CONVEY STORM RUNOFF. CONTRACTOR SHALL IMMEDIATELY NOTIFY OWNER AND ENGINEER IF ANY DISCREPANCIES ARE DISCOVERED. 8.WHERE EXISTING PAVEMENT IS INDICATED TO BE REMOVED AND REPLACED, THE CONTRACTOR SHALL SAW CUT FULL DEPTH FOR A SMOOTH AND STRAIGHT JOINT AND REPLACE THE PAVEMENT WITH THE SAME TYPE AND DEPTH OF MATERIAL AS EXISTING OR AS INDICATED. 9.THE CONTRACTOR SHALL INSTALL PROTECTION OVER ALL DRAINAGE STRUCTURES FOR THE DURATION OF CONSTRUCTION AND UNTIL ACCEPTANCE OF THE PROJECT BY THE OWNER. ALL DRAINAGE STRUCTURES SHALL BE CLEANED OF DEBRIS AS REQUIRED DURING AND AT THE END OF CONSTRUCTION TO PROVIDE POSITIVE DRAINAGE FLOWS. 10.IF DEWATERING IS REQUIRED, THE CONTRACTOR SHALL OBTAIN ANY APPLICABLE REQUIRED PERMITS. THE CONTRACTOR IS TO COORDINATE WITH THE OWNER AND THE DESIGN ENGINEER PRIOR TO ANY EXCAVATION. 11.FIELD DENSITY TESTS SHALL BE TAKEN AT INTERVALS IN ACCORDANCE WITH THE LOCAL JURISDICTIONAL AGENCY OR TO MN/DOT STANDARDS. IN THE EVENT THAT THE CONTRACT DOCUMENTS AND THE JURISDICTIONAL AGENCY REQUIREMENTS ARE NOT IN AGREEMENT, THE MOST STRINGENT SHALL GOVERN. 12.ALL SLOPES AND AREAS DISTURBED BY CONSTRUCTION SHALL BE GRADED AS PER PLANS. THE AREAS SHALL THEN BE SODDED OR SEEDED AS SPECIFIED IN THE PLANS, FERTILIZED, MULCHED, WATERED AND MAINTAINED UNTIL HARDY GRASS GROWTH IS ESTABLISHED IN ALL AREAS. ANY AREAS DISTURBED FOR ANY REASON PRIOR TO FINAL ACCEPTANCE OF THE JOB SHALL BE CORRECTED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. ALL EARTHEN AREAS WILL BE SODDED OR SEEDED AND MULCHED AS SHOWN ON THE LANDSCAPING PLAN. 13.THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CONTROL OF DUST AND DIRT RISING AND SCATTERING IN THE AIR DURING CONSTRUCTION AND SHALL PROVIDE WATER SPRINKLING OR OTHER SUITABLE METHODS OF CONTROL. THE CONTRACTOR SHALL COMPLY WITH ALL GOVERNING REGULATIONS PERTAINING TO ENVIRONMENTAL PROTECTION. 14.SOD, WHERE CALLED FOR, MUST BE INSTALLED AND MAINTAINED ON EXPOSED SLOPES WITHIN 48 HOURS OF COMPLETING FINAL GRADING, AND AT ANY OTHER TIME AS NECESSARY, TO PREVENT EROSION, SEDIMENTATION OR TURBID DISCHARGES. 15.THE CONTRACTOR SHALL ENSURE THAT LANDSCAPE ISLAND PLANTING AREAS AND OTHER PLANTING AREAS ARE NOT COMPACTED AND DO NOT CONTAIN ROAD BASE MATERIALS. THE CONTRACTOR SHALL ALSO EXCAVATE AND REMOVE ALL UNDESIRABLE MATERIAL FROM ALL AREAS ON THE SITE TO BE PLANTED AND PROPERLY DISPOSED OF IN A LEGAL MANNER. 16.THE CONTRACTOR SHALL INSTALL ALL UNDERGROUND STORM WATER PIPING PER MANUFACTURER'S RECOMMENDATIONS AND MN/DOT SPECIFICATION. 17.ALL CONCRETE/ASPHALT SHALL BE INSTALLED PER GEOTECH REPORT, CITY OF BROOKLYN CENTER AND MN/DOT SPECIFICATIONS. 18.SPOT ELEVATIONS ARE TO FLOWLINE OF CURB UNLESS OTHERWISE NOTED. 19.LIMITS OF CONSTRUCTION ARE TO THE PROPERTY LINE UNLESS OTHERWISE SPECIFIED ON THE PLAN. 20.IMMEDIATELY REPORT TO THE OWNER ANY DISCREPANCIES FOUND BETWEEN ACTUAL FIELD CONDITIONS AND CONSTRUCTION DOCUMENTS. 21.THE CONTRACTOR IS RESPONSIBLE FOR LOCATING AND PROTECTING EXISTING UTILITIES, AND SHALL REPAIR ALL DAMAGE TO EXISTING UTILITIES THAT OCCUR DURING CONSTRUCTION WITHOUT COMPENSATION. 22.BLEND NEW EARTHWORK SMOOTHLY TO TRANSITION BACK TO EXISTING GRADE. 23.ALL PROPOSED GRADES ONSITE SHALL BE 3:1 OR FLATTER UNLESS OTHERWISE INDICATED ON THE PLANS. ANY SLOPES STEEPER THAN 4:1 REQUIRE EROSION AND SEDIMENT CONTROL BLANKET. 24.ADHERE TO ALL TERMS AND CONDITIONS AS NECESSARY IN THE GENERAL N.P.D.E.S. PERMIT AND STORMWATER POLLUTION PREVENTION PLAN FOR STORMWATER DISCHARGE ASSOCIATED WITH CONSTRUCTION ACTIVITIES. 25.ADJUST AND/OR CUT EXISTING PAVEMENT AS NECESSARY TO ASSURE A SMOOTH FIT AND CONTINUOUS GRADE. 26.CONTRACTOR SHALL ENSURE MINIMUM GRADES ARE MET WITHIN PAVED AREAS, 1.2% FOR ASPHALT PAVING AND 0.6% FOR CONCRETE PAVING. EROSION CONTROL NOTES 1.THE STORM WATER POLLUTION PREVENTION PLAN ("SWPPP") IS COMPRISED OF THE EROSION CONTROL PLAN, THE STANDARD DETAILS, THE PLAN NARRATIVE, ATTACHMENTS INCLUDED IN THE SPECIFICATIONS OF THE SWPPP, PLUS THE PERMIT AND ALL SUBSEQUENT REPORTS AND RELATED DOCUMENTS. 2.ALL CONTRACTORS AND SUBCONTRACTORS INVOLVED WITH STORM WATER POLLUTION PREVENTION SHALL OBTAIN A COPY OF THE STORM WATER POLLUTION PREVENTION PLAN AND THE STATE OF MN NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM GENERAL PERMIT (NPDES PERMIT) AND BECOME FAMILIAR WITH THEIR CONTENTS. 3.BEST MANAGEMENT PRACTICES (BMP'S) AND CONTROLS SHALL CONFORM TO FEDERAL, STATE, OR LOCAL REQUIREMENTS OR MANUAL OF PRACTICE, AS APPLICABLE. THE CONTRACTOR SHALL IMPLEMENT ADDITIONAL CONTROLS AS DIRECTED BY THE PERMITTING AGENCY OR OWNER. 4.SITE ENTRY AND EXIT LOCATIONS SHALL BE MAINTAINED IN A CONDITION THAT WILL PREVENT THE TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC ROADWAYS. ALL SEDIMENT SPILLED, DROPPED, WASHED, OR TRACKED ON A PUBLIC ROADWAY MUST BE REMOVED IMMEDIATELY. WHEN WASHING IS REQUIRED TO REMOVE SEDIMENT PRIOR TO ENTRANCE ONTO A PUBLIC ROADWAY, IT SHALL BE DONE IN AN AREA STABILIZED WITH CRUSHED STONE WHICH DRAINS INTO AN APPROVED SEDIMENT BASIN. ALL FINES IMPOSED FOR DISCHARGING SEDIMENT ONTO PUBLIC AREAS SHALL BE PAID BY THE CONTRACTOR. 5.TEMPORARY SEEDING OR OTHER APPROVED METHODS OF STABILIZATION SHALL BE INITIATED WITHIN 7 DAYS OF THE LAST DISTURBANCE ON ANY AREA OF THE SITE. 6.THE CONTRACTOR SHALL MINIMIZE CLEARING TO THE MAXIMUM EXTENT PRACTICAL OR AS REQUIRED BY THE GENERAL PERMIT. 7.CONTRACTOR SHALL DENOTE ON PLAN THE TEMPORARY PARKING AND STORAGE AREA WHICH SHALL ALSO BE USED AS THE EQUIPMENT MAINTENANCE AND CLEANING AREA, EMPLOYEE PARKING AREA, AND AREA FOR LOCATING PORTABLE FACILITIES, OFFICE TRAILERS, AND TOILET FACILITIES. 8.ALL WASH WATER (CONCRETE TRUCKS, VEHICLE CLEANING, EQUIPMENT CLEANING, ETC.) SHALL BE DETAINED AND PROPERLY TREATED OR DISPOSED. 9.SUFFICIENT OIL AND GREASE ABSORBING MATERIALS AND FLOTATION BOOMS SHALL BE MAINTAINED ON SITE OR READILY AVAILABLE TO CONTAIN AND CLEAN-UP FUEL OR CHEMICAL SPILLS AND LEAKS. 10.THE CONTRACTOR SHALL BE RESPONSIBLE FOR DUST CONTROL ON SITE. THE USE OF MOTOR OILS AND OTHER PETROLEUM BASED OR TOXIC LIQUIDS FOR DUST SUPPRESSION OPERATIONS IS PROHIBITED. 11.RUBBISH, TRASH, GARBAGE, LITTER, OR OTHER SUCH MATERIALS SHALL BE DEPOSITED INTO SEALED CONTAINERS. MATERIALS SHALL BE PREVENTED FROM LEAVING THE PREMISES THROUGH THE ACTION OF WIND OR STORM WATER DISCHARGE INTO DRAINAGE DITCHES OR WATERS OF THE STATE. 12.ALL STORM WATER POLLUTION PREVENTION MEASURES PRESENTED ON THE PLAN SHALL BE INITIATED AS SOON AS IS PRACTICABLE. 13.ALL STAGING AREAS, STOCKPILES, SPOILS, ETC. SHALL BE LOCATED SUCH THAT THEY WILL NOT ADVERSELY AFFECT STORM WATER QUALITY. OTHERWISE, COVERING OR ENCIRCLING THESE AREAS WITH SOME PROTECTIVE MEASURE WILL BE NECESSARY. 14.CONTRACTOR SHALL BE RESPONSIBLE FOR RE-ESTABLISHING ANY EROSION CONTROL DEVICE WHICH THEY DISTURB. EACH CONTRACTOR SHALL NOTIFY THE OWNER'S REPRESENTATIVE OF ANY DEFICIENCIES IN THE ESTABLISHED EROSION CONTROL MEASURES THAT MAY LEAD TO UNAUTHORIZED DISCHARGE OR STORM WATER POLLUTION, SEDIMENTATION, OR OTHER POLLUTANTS. UNAUTHORIZED POLLUTANTS INCLUDE (BUT ARE NOT LIMITED TO) EXCESS CONCRETE DUMPING OR CONCRETE RESIDUE, PAINTS, SOLVENTS, GREASES, FUEL AND LUBRICANT OIL, PESTICIDES, AND ANY SOLID WASTE MATERIALS. 15.EROSION CONTROL DEVICES SHOWN ON THESE PLANS SHALL BE INSTALLED PRIOR TO THE START OF LAND-DISTURBING ACTIVITIES ON THE PROJECT. 16.ALL EROSION CONTROL DEVICES ARE TO BE INSTALLED IN ACCORDANCE WITH THE APPROVED PLANS AND SPECIFICATIONS FOR THIS PROJECT. CHANGES ARE TO BE APPROVED BEFORE CONSTRUCTION BY THE DESIGN ENGINEER AND THE CITY OF BROOKLYN CENTER ENGINEERING DIVISION. 17.IF THE EROSION CONTROL PLAN AS APPROVED CANNOT CONTROL EROSION AND OFF-SITE SEDIMENTATION FROM THE PROJECT, THE EROSION CONTROL PLAN WILL HAVE TO BE REVISED AND/OR ADDITIONAL EROSION CONTROL DEVICES WILL BE REQUIRED ON SITE. ANY REVISIONS TO THE EROSION CONTROL PLAN MADE BY THE CONTRACTOR MUST BE APPROVED BY THE ENGINEER. EROSION CONTROL MAINTENANCE ALL MEASURES STATED ON THE EROSION AND SEDIMENT CONTROL PLAN, AND IN THE STORM WATER POLLUTION PREVENTION PLAN, SHALL BE MAINTAINED IN FULLY FUNCTIONAL CONDITION AS REQUIRED BY ALL JURISDICTIONS UNTIL NO LONGER REQUIRED FOR A COMPLETED PHASE OF WORK OR FINAL STABILIZATION OF THE SITE. ALL EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE CHECKED BY A CERTIFIED PERSON AT LEAST ONCE EVERY 7 CALENDAR DAYS AND WITHIN 24 HOURS OF THE END OF A 0.5" RAINFALL EVENT, AND CLEANED AND REPAIRED IN ACCORDANCE WITH THE FOLLOWING: INLET PROTECTION DEVICES AND BARRIERS SHALL BE REPAIRED OR REPLACED IF THEY SHOW SIGNS OF UNDERMINING, OR DETERIORATION. 1.ALL SEEDED AREAS SHALL BE CHECKED REGULARLY TO SEE THAT A GOOD STAND IS MAINTAINED. AREAS SHOULD BE FERTILIZED, WATERED AND RESEEDED AS NEEDED. FOR MAINTENANCE REQUIREMENTS REFER TO THE STANDARD SPECIFICATIONS. 2.SILT FENCES SHALL BE REPAIRED TO THEIR ORIGINAL CONDITIONS IF DAMAGED. SEDIMENT SHALL BE REMOVED FROM THE SILT FENCES WHEN IT REACHES ONE-THIRD THE HEIGHT OF THE SILT FENCE. 3.THE CONSTRUCTION ENTRANCE(S) SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOW OF MUD ONTO PUBLIC RIGHTS-OF-WAY. THIS MAY REQUIRE PERIODIC TOP DRESSING OF THE CONSTRUCTION ENTRANCES AS CONDITIONS DEMAND. 4.THE TEMPORARY PARKING AND STORAGE AREA SHALL BE KEPT IN GOOD CONDITION (SUITABLE FOR PARKING AND STORAGE). THIS MAY REQUIRE PERIODIC TOP DRESSING OF THE TEMPORARY PARKING AS CONDITIONS DEMAND. 5.ALL MAINTENANCE OPERATIONS SHALL BE DONE IN A TIMELY MANNER BUT IN NO CASE LATER THAN 2 CALENDAR DAYS FOLLOWING THE INSPECTION. PAVING AND STRIPING NOTES 1.ALL PAVING, CONSTRUCTION, MATERIALS, AND WORKMANSHIP WITHIN JURISDICTION'S RIGHT-OF-WAY SHALL BE IN ACCORDANCE WITH LOCAL OR COUNTY SPECIFICATIONS AND STANDARDS (LATEST EDITION) OR MN/DOT SPECIFICATIONS AND STANDARDS (LATEST EDITION) IF NOT COVERED BY LOCAL OR COUNTY REGULATIONS. 2.ALL SIGNS, PAVEMENT MARKINGS, AND OTHER TRAFFIC CONTROL DEVICES SHALL CONFORM TO MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (M.U.T.C.D) AND CITY STANDARDS. 3.CONTRACTOR SHALL FURNISH ALL PAVEMENT MARKINGS FOR FIRE LANES, ROADWAY LANES, PARKING STALLS, ACCESSIBLE PARKING SYMBOLS, ACCESS AISLES, STOP BARS AND SIGNS, AND MISCELLANEOUS STRIPING WITHIN THE PARKING LOT AS SHOWN ON THE PLANS. 4.ALL EXPANSION JOINTS SHALL EXTEND THROUGH THE CURB. 5.THE MINIMUM LENGTH OF OFFSET JOINTS AT RADIUS POINTS SHALL BE 2 FEET. 6.ALL JOINTS, INCLUDING EXPANSION JOINTS WITH REMOVABLE TACK STRIPS, SHALL BE SEALED WITH JOINT SEALANT. 7.THE MATERIALS AND PROPERTIES OF ALL CONCRETE SHALL MEET THE APPLICABLE REQUIREMENTS IN THE A.C.I. (AMERICAN CONCRETE INSTITUTE) MANUAL OF CONCRETE PRACTICE. 8.CONTRACTOR SHALL APPLY A SECOND COATING OVER ALL PAVEMENT MARKINGS PRIOR TO ACCEPTANCE BY OWNER FOLLOWED BY A COAT OF GLASS BEADS AS APPLICABLE PER THE PROJECT DOCUMENTS. 9.ANY EXISTING PAVEMENT, CURBS AND/OR SIDEWALKS DAMAGED OR REMOVED WILL BE REPAIRED BY THE CONTRACTOR AT HIS EXPENSE TO THE SATISFACTION OF THE ENGINEER AND OWNER. 10.BEFORE PLACING PAVEMENT, CONTRACTOR SHALL VERIFY SUITABLE ACCESSIBLE ROUTES (PER A.D.A). GRADING FOR ALL SIDEWALKS AND ACCESSIBLE ROUTES INCLUDING CROSSING DRIVEWAYS SHALL CONFORM TO CURRENT ADA STATE/NATIONAL STANDARDS. IN NO CASE SHALL ACCESSIBLE RAMP SLOPES EXCEED 1 VERTICAL TO 12 HORIZONTAL. IN NO CASE SHALL SIDEWALK CROSS SLOPES EXCEED 2% . IN NO CASE SHALL LONGITUDINAL SIDEWALK SLOPES EXCEED 5%. IN NO CASE SHALL ACCESSIBLE PARKING STALLS OR AISLES EXCEED 2% (1.5% TARGET) IN ALL DIRECTIONS. SIDEWALK ACCESS TO EXTERNAL BUILDING DOORS AND GATES SHALL BE ADA COMPLIANT. CONTRACTOR SHALL NOTIFY ENGINEER IMMEDIATELY IF ADA CRITERIA CANNOT BE MET IN ANY LOCATION PRIOR TO PAVING. NO CONTRACTOR CHANGE ORDERS WILL BE ACCEPTED FOR A.D.A COMPLIANCE ISSUES. 11.MAXIMUM JOINT SPACING IS TWICE THE DEPTH OF THE CONCRETE PAVEMENT IN FEET. REFER TO GEOTECHNICAL REPORT NO. B2101248 BRAUN INTERTEC CORPORATION 11001 HAMPSHIRE AVENUE S MINNEAPOLIS, MN 55438 DATED APRIL 9, 2021 This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.SHEET NUMBER 2018 KIMLEY-HORN AND ASSOCIATES, INC.767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY-HORN.COMK:\TWC_LDEV\Scannell\brooklyn center - sears\3 Design\CAD\plansheets\C3-SWPPP.dwg May 24, 2022 - 4:59pmBYREVISIONSNo.DATEPRELIMINARY - NOT FOR CONSTRUCTIONPREPARED FORSWPPPC101NORTH 100BUSINESS PARKSCANNELL PROPERTIESBROOKLYNCENTERMNDATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION ANDTHAT I AM A DULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THE STATE OFMINNESOTA.MNLIC. NO.BRIAN M. WURDEMAN05/24/202253113DATECHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECT16084602105/24/2022AS SHOWNRAVRAVBMWDESCRIPTION OF PROJECT AND CONSTRUCTION ACTIVITY PROJECT INFORMATION: PROJECT LOCATION: WEST HALF OF THE SOUTHWEST QUARTER OF SECTION 02, TOWNSHIP 118, RANGE 21 HENNEPIN COUNTY, MN MPCA ADDRESS: MINNESOTA POLLUTION CONTROL AGENCY CONSTRUCTION STORMWATER PERMIT PROGRAM 520 LAFAYETTE ROAD NORTH ST. PAUL, MN 55155-4194 PHONE: (800) 443-4729 WATER MANAGEMENT: CITY OF BROOKLYN CENTER SHINGLE CREEK WATERSHED DISTRICT (SCWD) GEOTECHNICAL INFORMATION: THE GEOTECHNICAL REPORT WAS DONE BY BRAUN INTERTEC CORPORATION DATED APRIL 9, 2021, REPORT NUMBER B2101248. THE EXISTING SOILS ON SITE ARE PREDOMINATELY POORLY GRADED SAND WITH SILT (SP--SM) WITH SECTION OF COVERING PAVEMENT. ACCORDING TO MPCA, THESE ARE CONSIDERED TYPE "B" SOILS AND ARE CONDUCTIVE TO INFILTRATION. GROUNDWATER LEVEL WAS ENCOUNTERED BETWEEN 839.5 FT TO 844 FT DURING BORING. EXISTING SITE ELEVATION IS GRADED TO AROUND 850 FT TO 852 FT. PROJECT DESCRIPTION: SCANNELL PROPERTIES IS PROPOSING TO CONSTRUCT A 2-BUILDING, 228,750 SQUARE-FOOT SPECULATIVE INDUSTRIAL PARK ON APPROXIMATELY 15-ACRES IN BROOKLYN CENTER, MINNESOTA. THE SITE IS LOCATED WITHIN SHINGLE CREEK CROSSING ON A LOT PREVIOUSLY OCCUPIED BY SEARS OFF SHINGLE CREEK DRIVE. THE EXISTING DEVELOPMENT IS COMPRISED OF A 115,000 SQUARE-FOOT SEARS RETAIL STORE, 15,000 SQUARE-FOOT AUTO MAINTENANCE BUILDING, AND ASSOCIATED PAVEMENTS. THE PROJECT SITE DOES NOT INCLUDE SITES OF HISTORIC OR ARCHEOLOGICAL SIGNIFICANCE AND DOES NOT INCLUDE ENDANGERED & THREATENED SPECIES, RARE NATURAL COMMUNITIES, COLONIAL WATERBIRD NESTING SITES, MIGRATORY WATERFOWL CONCENTRATION AREAS, DEER WINTERING AREAS OR WILDLIFE CORRIDORS. CONSTRUCTION ACTIVITY: RECEIVING WATERS: THE PROPOSED SITE DISCHARGES TO THE SOUTH AND THEN TRAVELS LESS THAN 1- MILE TO THE MISSISSIPPI RIVER. CALCAREOUS FENS: THIS PROJECT DOES NOT DRAIN TO ANY KNOW CALCAREOUS FENS. SPECIAL OR IMPAIRED WATERS: THE SITE IS LOCATED WITHIN ONE MILE OF UPPER TWIN LAKE, RYAN LAKE, AND SHINGLE CREEK. UPPER TWIN LAKE AND SHINGLE CREEK ARE CLASSIFIED AS IMPAIRED WATERS AND RESTRICTED WATERS AS DESCRIBED IN THE GENERAL PERMIT. UPPER TWIN LAKE HAS IMPAIRED USE FOR AQUATIC CONSUMPTION, AND AQUATIC RECREATION. THE LAKE IS ALSO IMPAIRED WITH MERCURY IN FISH TISSUE, POLYCHLORINATED BIPHENYLS IN FISH TISSUE, AND PERFLUOROOCTANE SULFONATE (PFOS) IN FISH TISSUE. SHINGLE CREEK HAS IMPAIRED USE FOR AQUATIC LIFE, AND AQUATIC RECREACTION. THE CREEK IS ALSO IMPAIRED WITH CHLORINE, DISSOLVED OXYGEN, E. COLI, FISH BIOASSESSMENTS, AND BENTHIC MACROINVERTEBRATE BIOASSESSMENT. RYAN LAKE IS CLASSIFIED AS DELISTED WATER AFFECTED USE FOR AQUATIC RECREATION. DESCRIPTION OF PROPOSED CONSTRUCTION ACTIVITIES: THE PROPOSED DEVELOPMENT PROJECT CONSISTS OF 16.5 ACRES, a 120,000 SF BUILDING AND A 108,750 SF BUILDING. THE DISTURBED AREA IS 17.4 ACRES. THE PROPOSED PROJECT INCLUDES 12.6 ACRES OF IMPERVIOUS AREA AND 4.7 ACRES OF PERVIOUS AREA. SEQUENCE OF MAJOR CONSTRUCTION ACTIVITIES: PHASE 1: 1.INSTALL INLET PROTECTION AT EXISTING STORMWATER INLETS. 2.CONSTRUCT STABILIZED CONSTRUCTION ENTRANCE, CONCRETE WASHOUT PIT AND INSTALL PERIMETER CONTROL (SAFETY FENCE, SILT SOCK, AND SILT FENCE). 3.CONSTRUCT TEMPORARY SEDIMENT BASINS. 4.PREPARE TEMPORARY PARKING STORAGE AREA. 5.COMPLETE REMOVALS AS INDICATED IN PLANS. 6.PERFORM MASS GRADING. ROUGH GRADE TO ESTABLISH PROPOSED DRAINAGE PATTERNS. 7.START CONSTRUCTION OF BUILDING PADS AND STRUCTURES. 8.IMMEDIATELY STABILIZE ANY EXPOSED SOIL AREAS AND COMPLETE STABILIZATION WITHIN 7 DAYS OF CEASING CONSTRUCTION ACTIVITIES IN THAT PORTION OF THE SITE. PHASE 2: 1.INSTALL INLET PROTECTION AT ALL STORM SEWER STRUCTURES AS EACH INLET STRUCTURE IS INSTALLED. 2.INSTALL APPROPRIATE BMP INLET PROTECTION DEVICES AS WORK PROGRESSES. INSTALL ALL OTHER TEMPORARY EROSION AND SEDIMENT CONTROLS. 3.COMPLETE GRADING AND INSTALLATION OF PERMANENT STABILIZATION OVER ALL AREAS DISTURBED. 4.STABILIZE AREAS DISTURBED BY THE REMOVAL OF TEMPORARY BMP'S. EROSION AND SEDIMENT CONTROL PLAN AND DETAIL SHEETS: SHEET C101 - SWPPP SHEET C200-202 - DEMOLITION PLAN INSPECTIONS AND MAINTENANCE EROSION CONTROL SUPERVISOR (MNDOT 2573): THE CONTRACTOR SHALL ASSIGN AN EROSION CONTROL SUPERVISOR FOR THE PROJECT WHO SHALL BE RESPONSIBLE FOR COMPLIANCE WITH THE PROJECT SWPPP. THE EROSION CONTROL SUPERVISOR (ECS) SHALL COMPLY WITH THE MOST CURRENT ADDITION OF THE MNDOT STANDARD SPECIFICATION FOR CONSTRUCTION FOR ALL APPLICABLE SECTIONS. THE ECS SHALL: 1.IMPLEMENT THE SWPPP PLAN. 2.OVERSEE MAINTENANCE PRACTICES IDENTIFIED IN THE SWPPP. 3.CONDUCT OR PROVIDE FOR INSPECTION AND MONITORING ACTIVITIES 4.INSPECT SITE AND BEGIN CORRECTIVE ACTIONS TO DEFICIENT BMP'S NO LATER THAN 24 HOURS AFTER A RAINFALL EVENT. 5.PREPARE WEEKLY SCHEDULE OF EROSION ACTIVITIES (MNDOT 1717.2D) 6.PREPARE AND UPDATE THE CONTRACTORS EROSION/SEDIMENT CONTROL SITE PLAN AS NECESSARY (MNDOT1717.2E) 7.IDENTIFY OTHER POTENTIAL POLLUTANT SOURCES AND MAKE SURE REMEDIES ARE ADDED TO THE SWPPP 8.IDENTIFY ANY DEFICIENCIES IN THE SWPPP AND IDENTIFY BEST MANAGEMENT PRACTICES (BMPS) TO ADDRESS THE DEFICIENCIES AND ASSURE THEY ARE ADDED TO THE SWPPP. 9.IF CHANGES IN CONSTRUCTION DOCUMENTS ARE NOT ADDRESSED IN THE SWPPP, THEN THE ECS SHALL AMEND THE SWPPP TO INCLUDE THE CHANGES MAINTENANCE AND INSPECTION REQUIREMENTS SHALL BE CONSISTENT WITH NPDES CSW PERMIT PARTS 11.2-11.11. CONTRACTOR'S EROSION/SEDIMENT CONTROL SITE PLAN: THE CONTRACTOR SHALL SUBMIT A CONTRACTOR'S EROSION / SEDIMENT CONTROL SITE PLAN TO THE ENGINEER A MINIMUM OF 24 HOURS PRIOR TO THE FIRST PRE-CONSTRUCTION MEETING. THE CONTRACTOR'S EROSION / SEDIMENT CONTROL SITE PLAN SHALL INCLUDE: 1.THE NAME OF THE CONTRACTOR'S DESIGNATED EROSION CONTROL SUPERVISOR WITH 24-HOUR CONTACT INFORMATION. (I.E. PHONE NUMBER, EMAIL, ETC.) 2.NAME AND CONTACT INFORMATION FOR THE INDIVIDUAL(S) RESPONSIBLE FOR PERFORMING AND MAINTAINING THE SITE INSPECTION LOGS ON A WEEKLY BASIS (OR WITHIN 24 HOURS OF 0.5 INCHES OF A RAIN IN A 24 HOUR PERIOD). 3.NAME AND CONTACT INFORMATION OF THE INDIVIDUAL(S) RESPONSIBLE FOR TEMPORARY AND PERMANENT STABILIZATION. 4.NAME AND CONTACT INFORMATION OF THE INDIVIDUAL(S) WHO WILL BE RESPONSIBLE FOR EMERGENCY REPAIRS AND REPLACEMENTS. 5.LOCATION WHERE THE SWPPP DOCUMENT AND NPDES PERMIT WILL BE KEPT ON-SITE. THE DOCUMENT SHOULD BE ACCESSIBLE AT ALL TIMES AND AVAILABLE IN THE TIME OF ESSENCE. 6.WHERE AND HOW CONCRETE WASHOUT WILL OCCUR AND BE IN COMPLIANCE OF THE MINNESOTA POLLUTION CONTROL AGENCY'S (MPCA) MEMORANDUM “CONCRETE WASHOUT GUIDANCE”. 7.LOCATION OF STOCKPILES OF NATIVE SOILS AND/OR BORROW MATERIALS INDICATE HOW STOCKPILES WILL BE KEPT IN COMPLIANCE WITH NPDES AND MPCA REQUIREMENTS. THE CONTRACTOR WILL NOT BE ALLOWED TO START WORK UNTIL THE ENGINEER HAS REVIEWED AND ACCEPTED THE CONTRACTOR'S EROSION / SEDIMENT CONTROL SITE PLAN. INSPECTION AND MAINTENANCE PRACTICES 1.ALL CONTROL MEASURES SHALL BE INSPECTED AT LEAST ONCE EACH WEEK AND WITHIN 24 HOURS ON THE END OF A STORM EVENT RESULTING IN 0.5 INCHES OR GREATER WITHIN A 24 HOUR PERIOD. THE INSPECTION SHALL BE COMPLETED BY THE ECS. 2.PERMITTEES MUST IMMEDIATELY INITIATE STABILIZATION OF EXPOSED SOIL AREAS AND COMPLETE STABILIZATION WITHIN SEVEN (7) DAYS AFTER THE CONSTRUCTION ACTIVITY IN THAT PORTION OF THE SITE TEMPORARILY OR PERMANENTLY CEASES. 3.ALL MEASURES SHALL BE MAINTAINED IN GOOD WORKING ORDER; IF A REPAIR IS NECESSARY, IT SHALL BE INITIATED WITHIN 24 HOURS OF REPORT. 4.SILT FENCE SHALL BE INSPECTED FOR DEPTH OF SEDIMENT, TEARS, FABRIC ATTACHMENT TO POSTS, AND THAT POSTS AND FABRIC BOTTOM ARE FIRMLY IN THE GROUND. 5.BUILT UP SEDIMENT SHALL BE REMOVED FROM SILT FENCE WHEN IT HAS REACHED ONE THIRD THE HEIGHT OF THE FENCE OR SOONER. 6.INLET PROTECTION DEVICES SHALL BE INSPECTED FOR DEPTH OF SEDIMENT, ABSENCE OF TEARS AND TO ASSURE THAT THE DEVICES ARE SECURELY IN PLACE. CONSTRUCTION NOTES: 1.PRIOR COMMENCEMENT OF CONSTRUCTION ACTIVITIES IN ANY AREA OF THE PROJECT, DOWN GRADIENT EROSION AND SEDIMENT CONTROL MEASURES AND CONCRETE BARRIERS DELINEATING THE CONSTRUCTION LIMITS SHALL BE INSTALLED AND INSPECTED BY THE ECS AND THE ENGINEER. 2.THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL EROSION AND SEDIMENT CONTROL MEASURES AS REQUIRED BY THE MPCA'S NPDES PERMIT FOR CONSTRUCTION. THIS INCLUDES ANY ADDITIONAL EROSION AND SEDIMENT CONTROLS BEYOND THAT SHOWN ON THE PLAN. 3.PHASED CONSTRUCTION SHALL BE USED TO MINIMIZE SEDIMENT TRANSPORT. 4.THE MAXIMUM TIME ANY AREA CAN REMAIN OPEN WHILE NOT BEING WORKED IS 7 DAYS. FERTILIZER SHOULD BE DISTRIBUTED AT A RATE OF 250 LBS/ACRE. 5.IF DOWN GRADIENT BMPS ARE OVERLOADED DURING A STORM EVENT, ADDITIONAL UP GRADIENT BMPS ARE REQUIRED TO ELIMINATE THE OVERLOAD. THE ADDITIONAL BMPS MUST BE RECORDED ON THIS SWPPP IN THE AMENDMENTS TO SWPPP SECTION. 6.TEMPORARY STOCKPILES MUST HAVE SILT FENCE OR OTHER EFFECTIVE SEDIMENT CONTROLS, AND CANNOT BE PLACED IN SURFACE WATERS INCLUDING STORM WATER CONVEYANCES SUCH AS CURB AND GUTTER SYSTEMS, OR CONDUITS AND DITCHES. ALL STOCKPILES SHALL BE COVERED OR STABILIZED TO LIMIT WIND EROSION. 7.A CONSTRUCTION ENTRANCE SHALL BE CONSTRUCTED FOR THE PROJECT. A VEHICLE TRACKING PAD SHALL BE INSTALLED IN ACCORDANCE WITH THE CONSTRUCTION PLAN AT EVERY PROJECT ENTRANCE. ENTRANCES MUST BE INSPECTED AND MAINTAINED TO ENSURE PROPER FUNCTION. 8.THE CONTRACTOR SHALL CLEAN ALL TRACKED MATERIALS USING A STREET SWEEPER WITH A PICK UP BROOM ON ADJACENT ROADWAYS ON A DAILY BASIS AND AS DIRECTED BY THE ENGINEER OR AHJ. 9.CONCRETE WASHOUT SHALL BE DONE IN ACCORDANCE WITH THE MPCA AND THE EPA CONCRETE WASHOUT GUIDANCE. CONTROLS PERIMETER/SEDIMENT CONTROLS: ONE CONSTRUCTION EXIT/ENTRANCE SHALL BE INCORPORATED INTO THE PROJECT. ALL CONSTRUCTION TRAFFIC SHALL UTILIZE THE CONSTRUCTION EXIT(S) SUCH THAT TRACK OUT OF SEDIMENT IS MINIMIZED IN ACCORDANCE WITH THE GENERAL PERMIT. SILT FENCING, BIOROLL AND SILT DIKES SHALL BE INSTALLED ON THE PERIMETER AND/OR DOWNSTREAM GRADIENT OF THE AREA TO BE DISTURBED. INLET PROTECTION WILL ALSO BE REQUIRED ON ALL EXISTING AND PROPOSED STORM SEWER CATCH BASINS AND MAINTAINED THROUGHOUT CONSTRUCTION. THE PERMIT REQUIRES THAT TEMPORARY EROSION AND SEDIMENT CONTROLS BE IN PLACE PRIOR TO BEGINNING CONSTRUCTION, AND THAT THEY BE INSPECTED AND MAINTAINED THROUGHOUT THE CONSTRUCTION PERIOD. EFFECTIVE BMP'S MUST BE IN PLACE ON ALL EXPOSED SOIL AREAS WHERE NO CONSTRUCTION ACTIVITIES WILL OCCUR FOR A PERIOD OF 7 DAYS. STABILIZATION PRACTICES: TEMPORARY STABILIZATION INCLUDES THE INSTALLATION OF SILT FENCING ON THE DOWNSTREAM GRADIENT OF THE AREA TO BE DISTURBED. INLET PROTECTION WILL ALSO BE REQUIRED ON ALL EXISTING AND PROPOSED STORM SEWER CATCH BASINS AND MAINTAINED THROUGHOUT CONSTRUCTION. EFFECTIVE BMP'S MUST BE IN PLACE ON ALL EXPOSED SOIL AREAS WHERE NO CONSTRUCTION ACTIVITIES WILL OCCUR FOR A PERIOD OF 7 DAYS OR MORE. STABILIZING MUST OCCUR WITHIN 7 DAYS OF THE LAST CONSTRUCTION ACTIVITY. STOCKPILES WILL BE KEPT IN AN ORDERLY FASHION IN AN AREA DESIGNATED BY THE EROSION CONTROL SUPERVISOR ON THE CONTRACTOR'S EROSION / SEDIMENT CONTROL SITE PLAN. THE STOCKPILES MUST HAVE PERIMETER CONTROL AND STABILIZATION IF SOIL STOCK PILES REMAIN FOR MORE THAN 7 DAYS. STABILIZATION OR COVERING THE PILE WITH PLASTIC OR GEO-TEXTILE MAY ALSO BE NECESSARY FOR CONTROLLING DUST. PERMANENT STABILIZATION INCLUDES BUILDING CONSTRUCTION, PLACEMENT OF CURB AND GUTTER, PAVEMENT, AND FINAL LANDSCAPING AND GROUNDCOVER ACCORDING TO THE CONSTRUCTION DRAWINGS. ANY REMOVALS SHALL BE LIMITED TO THAT WHICH IS REQUIRED AND IN AN ORDER THAT IS CONSISTENT WITH THE REMOVAL AND CONSTRUCTION SEQUENCE. OTHER CONTROLS WASTE MATERIALS: ALL WASTE MATERIALS SHALL BE PROPERLY HANDLED, STORED, AND DISPOSED OF. CONSTRUCTION CHEMICALS AND CONCRETE WASHOUT WILL BE PROPERLY CONTROLLED TO PREVENT POLLUTANTS FROM ENTERING STORM WATER DISCHARGES. SANITARY WASTE: ALL SANITARY WASTE SHALL BE COLLECTED FROM THE PROTABLE UNITS AS REQUIRED BY LOCAL REGULATION . HAZARDOUS WASTE MATERIALS: ALL HAZARDOUS WASTE MATERIALS SHALL BE STORED AND DISPOSED OF IN THE MANNER SPECIFIED BY LOCAL OR STATE REGULATION. MATERIALS WITH THE POTENTIAL TO LEACH SHALL BE STORED UNDER COVER (E.G. PLASTIC SHEETING OR TEMPORARY ROOFS.) MATERIALS SHALL BE STORED IN A RESTRICTED ACCESS STORAGE AREA TO PREVENT VANDALISM. THE CONTRACTOR'S PERSONNEL SHALL BE INSTRUCTED IN THESE PRACTICES AND THE CONTRACTOR'S EROSION CONTROL SUPERVISOR SHALL BE RESPONSIBLE FOR SEEING THAT THESE PRACTICES ARE FOLLOWED. OFF-SITE VEHICLE TRACKING: PAVED STREETS ADJACENT TO THE PROJECT SITE SHALL BE KEPT CLEAN OF DEBRIS. STREETS SHALL BE SWEPT WITH A PICK-UP BROOM AS NECESSARY OR AS DIRECTED BY THE ENGINEER OR AHJ. DUMP TRUCKS HAULING MATERIAL TO AND FROM THE CONSTRUCTION AREA SHALL BE COVERED WITH A TARPAULIN. ALL VEHICLES EXITING THE SITE SHALL BE GUIDED AND REQUIRED TO GO THROUGH THE CONSTRUCTION EXIT. DEWATERING AND BASIN DRAINING: IF DEWATERING IS REQUIRED, PRACTICES DESCRIBED IN THE GEOTECHNICAL REPORT AND EROSION AND SEDIMENT CONTROL AND STORMWATER MANAGEMENT MANUAL SHOULD BE FOLLOWED. THE DEWATERING PLAN MUST INCLUDE BMPS TO PREVENT SEDIMENT TRANSPORT, EROSION, AND ADVERSE IMPACTS TO DOWNSTREAM RECEIVING WATERS. IN ADDITION, DEWATERING PLAN MUST INCLUDE ANY SPECIFIC CHEMICAL TREATMENTS THAT ARE USED. DISCHARGE OF STORM WATER AND GROUND WATER FROM CONSTRUCTION DEWATERING ACTIVITIES IS COVERED UNDER THE GENERAL PERMIT. VEHICLE FUELING & MAINTENANCE: WHENEVER POSSIBLE, VEHICLE REFUELING AND MAINTENANCE SHOULD NOT BE PERFORMED ON THE CONSTRUCTION SITE. HOWEVER, ANY VEHICLE REFUELING OR MAINTENANCE THAT MUST TAKE PLACE ON THE CONSTRUCTION SITE MUST HAVE PROPER SPILL PREVENTION CONTROLS IN PLACE PRIOR TO COMMENCING WORK. EQUIPMENT AND VEHICLES MUST BE CLEANED REGULARLY TO PREVENT A BUILDUP OF OIL AND GREASE. BERMS, SANDBAGS, OR OTHER BARRIERS SHOULD BE USED AROUND THE PERIMETER OF THE MAINTENANCE AREA TO PREVENT STORM WATER CONTAMINATION. MAINTENANCE AREAS SHOULD BE CLEARLY DESIGNATED. SECONDARY CONTAINMENT (CAPABLE OF HANDLING 110% OF MATERIAL) MUST BE PROVIDED FOR ALL FLUIDS GREATER THAN 55 GALLONS. ALL WASTE FLUIDS MUST BE IN LEAK-PROOF CONTAINERS. DUST CONTROL: DUST RESULTING FROM THE CONTRACTOR'S WORK EITHER INSIDE OR OUTSIDE THE RIGHT OF WAY, SHALL BE CONTROLLED BY THE CONTRACTOR BY APPLYING EITHER WATER OR DUST PALLIATIVE, OR BOTH. IMPAIRED WATERS MAP TIMING OF CONTOL MEASURES THE FOLLOWING CONTROL MEASURES WILL BE COORDINATED WITH CONSTRUCTION ACTIVITIES: 1.STORM SEWER INLET PROTECTION SHALL BE THE FIRST ITEM CONSTRUCTED AND SHALL REMAIN IN PLACE UNTIL PERMANENT STABILIZATION HAS TAKEN PLACE. 2.SILT FENCE SHALL BE CONSTRUCTED PRIOR TO ANY SOIL DISTURBANCE AND SHALL REMAIN IN PLACE UNTIL PERMANENT STABILIZATION HAS TAKEN PLACE. 3.STRUCTURAL BMPS, SUCH AS DIVERSIONS, AND SEDIMENT TRAPS OR BASINS (IF REQUIRED), SHALL BE INSTALLED PRIOR TO MAJOR SOIL DISTURBANCE; 4.CLEARING, GRADING AND PAVEMENT REMOVAL WILL NOT OCCUR IN AN AREA UNTIL IT IS NECESSARY FOR CONSTRUCTION TO PROCEED; 5.INFILTRATION AREA (IF REQUIRED) SHALL NOT BE EXCAVATED TO FINAL GRADE UNTIL THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED. IN ADDITION RIGOROUS EROSION PREVENTION AND SEDIMENT CONTROLS MUST BE IMPLEMENTED TO KEEP ALL RUNOFF AND SEDIMENT OUT OF THE INFILTRATION PRACTICE. EROSION AND SEDIMENT CONTROL DEVICES WILL BE SATISFACTORILY MAINTAINED UNTIL THE CONSTRUCTION IS COMPLETED AND THE POTENTIAL FOR EROSION HAS PASSED. CERTIFICATION OF COMPLIANCE WITH FEDERAL, STATE AND LOCAL REGULATIONS THE STORM WATER POLLUTION PREVENTION PLAN REFLECTS MINNESOTA POLLUTION CONTROL AGENCY GUIDELINES FOR STORM WATER MANAGEMENT AND EROSION AND SEDIMENT CONTROL DURING CONSTRUCTION ACTIVITIES. THE STORM WATER POLLUTION PREVENTION PLAN HAS BEEN PREPARED IN ACCORDANCE WITH THE PROVISIONS OF THE NATIONAL POLLUTION DISCHARGE ELIMINATION SYSTEM PERMIT. BMPS SHALL BE INCORPORATED IN ACCORDANCE WITH THE NPDES/SDS STORMWATER PERMIT FOR CONSTRUCTION. MAINTENANCE AND INSPECTION RECORDS THE OWNER AND CONTRACTOR SHALL BE RESPONSIBLE FOR THE FOLLOWING INSPECTION AND MAINTENANCE PRACTICES TO MAINTAIN EROSION AND SEDIMENT CONTROLS. 1.PERMITTEES MUST IMMEDIATELY INITIATE STABILIZATION OF EXPOSED SOIL AREAS AND COMPLETE STABILIZATION WITHIN SEVEN (7) DAYS AFTER THE CONSTRUCTION ACTIVITY IN THAT PORTION OF THE SITE TEMPORARILY OR PERMANENTLY CEASES. 2.ALL CONTROL MEASURES WILL BE INSPECTED AT LEAST ONCE EACH WEEK AND WITHIN 24 HOURS OF THE END OF A STORM EVENT OF 0.5 INCHES OR GREATER IN 24 HOURS. THE INSPECTION WILL BE COMPLETED BY THE EROSION CONTROL SUPERVISOR. 3.ALL MEASURES WILL BE MAINTAINED IN GOOD WORKING ORDER; IF A REPAIR IS NECESSARY, IT WILL BE INITIATED WITHIN 24 HOURS OF REPORT. 4.BIO ROLLS WILL BE INSPECTED FOR DEPTH OF SEDIMENT, TEARS, TO SEE IF THE FABRIC IS SECURELY ATTACHED TO THE CONCRETE BARRIERS. 5.INLET PROTECTION DEVICES WILL BE INSPECTED FOR DEPTH OF SEDIMENT AND FREE OF ANY TEARS. DEVICES SHALL BE INSPECTED TO ENSURE THEY ARE SECURELY IN PLACE. 6.SILT FENCE SHALL BE INSPECTED FOR DEPTH OF SEDIMENT, TEARS, FABRIC ATTACHMENT TO POSTS, AND THAT POSTS AND FABRIC BOTTOM ARE FIRMLY IN THE GROUND. 7.BUILT UP SEDIMENT SHALL BE REMOVED FROM SILT FENCE WHEN IT HAS REACHED ONE THIRD THE HEIGHT OF THE FENCE. SPILL PREVENTION GOOD HOUSEKEEPING: THE FOLLOWING GOOD HOUSEKEEPING PRACTICES WILL BE FOLLOWED ONSITE DURING THE CONSTRUCTION PROJECT. 1.DESIGNATE AREAS FOR EQUIPMENT MAINTENANCE AND REPAIR, TAKING STEPS TO MINIMIZE SPILLS AND CONTROL THE RUNOFF FROM THESE AREAS; 2.PROVIDE WASTE RECEPTACLES AT CONVENIENT LOCATIONS. THE RECEPTACLES SHOULD BE COVERED AND THE WASTE SHOULD BE REGULARLY COLLECTED; 3.PROVIDE APPROPRIATE CONTROL OF EQUIPMENT WASH WATERS, SUCH AS CONCRETE WASHOUTS, TO PREVENT UNAUTHORIZED DRY WEATHER DISCHARGES AND AVOID MIXING THE WASH WATER WITH STORM WATER; 4.PROVIDE PROTECTED STORAGE AREAS FOR CHEMICALS, PAINTS, SOLVENTS, FERTILIZERS, GASOLINE, AND OTHER POTENTIALLY TOXIC MATERIALS. THESE AREAS SHOULD PROVIDE CONTAINMENT TO PREVENT STORM WATER FROM ENTERING THE CHEMICAL STORAGE AREA AND PREVENT LEAKS FROM LEAVING THE CHEMICAL STORAGE AREA; AND 5.PROVIDE ADEQUATELY MAINTAINED SANITARY FACILITIES. HAZARDOUS PRODUCTS: THESE PRACTICES ARE USED TO REDUCE THE RISKS ASSOCIATED WITH HAZARDOUS MATERIALS. 1.PRODUCTS WILL BE KEPT IN THEIR ORIGINAL CONTAINERS UNLESS IT CANNOT BE RESEALED. 2.ORIGINAL LABELS AND MATERIAL SAFETY DATA SHEETS WILL BE RETAINED ON SITE AND ACCESSIBLE AT ALL TIMES; THEY CONTAIN IMPORTANT PRODUCT AND SAFETY INFORMATION. 3.IF SURPLUS PRODUCT MUST BE DISPOSED OF, MANUFACTURERS' OR LOCAL AND STATE RECOMMENDED METHODS FOR PROPER DISPOSAL WILL BE FOLLOWED. SPILL CONTROL PRACTICES: IN ADDITION TO THE GOOD HOUSEKEEPING AND MATERIAL MANAGEMENT PRACTICES DISCUSSED IN THE PREVIOUS SECTIONS OF THIS PLAN, THE FOLLOWING PRACTICES WILL BE FOLLOWED FOR SPILL PREVENTION AND CLEANUP: 1.MANUFACTURERS' RECOMMENDED METHODS FOR SPILL CLEANUP WILL BE CLEARLY POSTED AND SITE PERSONNEL WILL BE MADE AWARE OF THE PROCEDURES AND THE LOCATION OF THE INFORMATION AND CLEANUP SUPPLIES. 2.MATERIALS AND EQUIPMENT NECESSARY FOR SPILL CLEANUP WILL BE KEPT IN A MATERIAL STORAGE AREA LOCATED ONSITE. EQUIPMENT AND MATERIALS WILL INCLUDE BUT NOT BE LIMITED TO BROOMS, DUST PANS, MOPS, RAGS, GLOVES, GOGGLES, CAT LITTER, SAND, SAWDUST, AND PLASTIC AND METAL TRASH CONTAINERS SPECIFICALLY FOR THIS PURPOSE. 3.ALL SPILLS WILL BE CLEANED UP IMMEDIATELY AFTER DISCOVERY. 4.THE SPILL AREA WILL BE KEPT WELL VENTILATED AND PERSONNEL WILL WEAR APPROPRIATE PROTECTIVE CLOTHING TO PREVENT INJURY FROM CONTACT WITH A HAZARDOUS SUBSTANCE. 5.SPILLS OF TOXIC OR HAZARDOUS MATERIAL WILL BE REPORTED TO THE APPROPRIATE STATE OR LOCAL GOVERNMENT AGENCY, REGARDLESS OF THE SIZE. IN ADDITION TO REPORTING TO LOCAL AUTHORITIES, REPORT SPILLS TO THE MINNESOTA POLLUTION CONTROL AGENCY (STATE DUTY OFFICER: 800-422-0798 OR 651-297-8610). ANY SPILLS ABOVE THE REPORTABLE QUANTITIES LIMITS IN THE CODE OF FEDERAL REGULATIONS (CFR), TITLE 40, PART 302 SHALL BE REPORTED TO THE EPA NATIONAL RESPONSE CENTER (800-424-8802). THE REPORT WILL INCLUDE MEASURES TO PREVENT SPILLS FROM REOCCURRING AND INFORMATION REGARDING HOW TO REMEDIATE SPILLS IF A SIMILAR OCCURRENCE HAPPENS. A DESCRIPTION OF THE SPILL, WHAT CAUSED IT, AND THE CLEANUP MEASURES WILL ALSO BE INCLUDED. 6.THE CONTRACTOR'S EROSION CONTROL SUPERVISOR SHALL BE THE SPILL PREVENTION AND CLEANUP COORDINATOR. 7.SPILLS WILL BE STUDIED TO UNDERSTAND WHY THEY OCCURRED AND PREVENTIVE METHODS WILL BE CREATED TO ENSURE SIMILAR SPILLS DO NOT OCCUR IN THE FUTURE. PRODUCT SPECIFIC PRACTICES PETROLEUM PRODUCTS: ALL ON SITE VEHICLES WILL BE MONITORED FOR LEAKS AND RECEIVE REGULAR PREVENTIVE MAINTENANCE TO REDUCE THE CHANCE OF LEAKAGE. PETROLEUM PRODUCTS WILL BE STORED IN TIGHTLY SEALED CONTAINERS WHICH ARE CLEARLY LABELED. ANY ASPHALT BASED MATERIALS USED ON SITE WILL BE APPLIED AND STORED ACCORDING TO THE MANUFACTURER'S RECOMMENDATIONS. ANY SPILLED PETROLEUM PRODUCTS OF 5 GALLONS OR MORE SHALL BE REPORTED TO THE MINNESOTA POLLUTION CONTROL AGENCY AT 651-297-8610. PAINTS AND CLEANING SOLVENTS: ALL CONTAINERS WILL BE TIGHTLY SEALED AND STORED WHEN NOT REQUIRED FOR USE. EXCESS PAINT AND SOLUTIONS WILL NOT BE DISCHARGED TO THE STORM SEWER SYSTEM BUT WILL BE PROPERLY DISPOSED OF ACCORDING TO MANUFACTURERS' INSTRUCTIONS OR STATE AND LOCAL REGULATIONS. CONCRETE AND CONCRETE TRUCKS: CONCRETE, CONCRETE TOOLS AND TRUCKS ALL MUST WASH OUT IN A DESIGNATED AREA. THE DESIGNATED AREA MUST BE CLEARLY IDENTIFIED ON THE SITE AND COMMUNICATED TO ALL PERSONNEL INVOLVED WITH CAST-IN-PLACE CONCRETE AS THE WASHOUT AREA. THIS DESIGNATED AREA MUST MEET THE MPCA AND EPA REGULATIONS OF A DEFINED CONCRETE WASHOUT AREA. THE FOLLOWING THREE OPTIONS ARE CONSIDERED AN APPROVED METHOD: 1.KEEPING ALL CONCRETE WASHOUT SELF-CONTAINED AND RETURNED TO AN INDUSTRIAL SITE TO BE DISPOSED OF IN A MPCA APPROVED MANNER. 2.PROVIDING A PREFABRICATED CONCRETE WASHOUT CONTAINER THAT ALL CONCRETE WASHOUT CAN BE COLLECTED IN. THESE CONTAINERS SHOULD BE MAINTAINED ON A REGULAR BASIS. 3.CREATING A SELF-INSTALLED WASHOUT FACILITY WITH AN IMPERMEABLE LINER. AN ENGINEERED CLAY LINER WILL BE CONSIDERED AN IMPERMEABLE LINER. FOR ADDITIONAL INFORMATION ON CONCRETE WASHOUT REGULATIONS, PLEASE SEE THE MPCA'S MEMORANDUM “CONCRETE WASHOUT GUIDANCE” AND THE EPA “STORMWATER BEST MANAGEMENT PRACTICES CONCRETE WASHOUT”. VEHICLE AND EQUIPMENT WASHING: IF VEHICLES OR EQUIPMENT ARE WASHED ON THE PROJECT SITE IT MUST BE DONE IN A DESIGNATED AREA. THE DESIGNATED AREA MUST BE CLEARLY IDENTIFIED ON THE SITE AND COMMUNICATED TO ALL PERSONNEL INVOLVED. RUNOFF FROM THE WASHING AREA MUST BE CONTAINED IN A SEDIMENT BASIN OR OTHER SIMILAR CONTROL METHOD AND MUST BE PROPERLY DISPOSED OF. ENGINEER KIMLEY-HORN AND ASSOCIATES, INC. PREPARED BY: BRIAN M. WURDEMAN 767 EUSTIS STREET, SUITE 100 ST. PAUL, MN 55114 TELEPHONE (651) 645-4197 SWPPP DESIGNER KIMLEY-HORN AND ASSOCIATES, INC. PREPARED BY: BRIAN M. WURDEMAN 767 EUSTIS STREET, SUITE 100 ST. PAUL, MN 55114 TELEPHONE (651) 645-4197 DEVELOPER SCANNELL PROPERTIES 294 GROVE LANE, SUITE 140 WAYZATA, MN 55391 TELEPHONE (763)-331-8851 SITE 1 MILE SHI N G L E C R E E K ( I M P A I R E D ) HENNEPIN COUNTY, MN MAP UNIT SYMBOL MAP UNIT NAME U4A UDIPSAMMENTS COMPLEX, 0 TO 2 PERCENT SLOPES D64B HUBBARD SANDY LOAM, 0 TO 8 PERCENT SLOPES U1A UDORTHENTS COMPLEX, 0 TO 2 PERCENT SLOPES U2A UDORTHENTS COMPLEX, 0 TO 2 PERCENT SLOPES D16A SEELYEVILLE PONDED, 0 TO 1 PERCENT SLOPES D17A DUELM LOAMY SAND, 0 TO 2 PERCENT SLOPES D64B U1A U1A U4A D64B U4A U1A D17A D16A U2A U1A RYAN LAKE (DELISTED) UPPER TWIN (IMPAIRED) LOT 1 BLOCK 1 LOT 2 BLOCK 1 10' D&U EASEMENT 10' D&U EASEMENT 10' D&U EASEMENT 10' D&U EASEMENT 10' D&U EASEMENT 40' UTILITY EASEMENT PUBLIC TRAIL EASEMENT DATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION ANDTHAT I AM A DULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THE STATE OFMINNESOTA.MNLIC. NO.BRIAN M. WURDEMAN01/21/202253113DATECHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECT16084602105/24/2022AS SHOWNRAVRAVBMWLEGEND PROPERTY LINE EXISTING LEGAL DESCRIPTION TRACT A, REGISTERED LAND SURVEY NO. 936, HENNEPIN COUNTY, MINNESOTA. OWNER/SUBDIVIDER: SCANNELL PROPERTIES 294 GROVE LN E WAYZATA, MN 55391 (763) 331-8850 ENGINEER: KIMLEY-HORN AND ASSOCIATES, INC. PREPARED BY: BRIAN WURDEMAN, PE #53113 767 EUSTIS STREET, SUITE 100 ST. PAUL, MN 55114 TELEPHONE (651) 645-4197 SURVEYOR: SUNDE LAND SURVEYING 9001 EAST BLOOMINGTON FREEWAY (35W), SUITE 118 BLOOMINGTON, MN 55420 LEONARD F. CARLSON, PLS LICENSE NO. 44890 TELEPHONE (952) 881-2455 PROPERTY SUMMARY LOT 1, BLOCK 1 8.07 AC LOT 2, BLOCK 1 7.19 AC EXISTING ZONING PUD / MX-B PROPOSED ZONING PUD / MX-B EXISTING CONTOUR PROPOSED EASEMENT EXISTING EASEMENT This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.SHEET NUMBER 2018 KIMLEY-HORN AND ASSOCIATES, INC.767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY-HORN.COMK:\TWC_LDEV\Scannell\brooklyn center - sears\3 Design\CAD\plansheets\PRELIMINARY PLAT.dwg May 24, 2022 - 4:59pm©BYREVISIONSNo.DATEPRELIMINARY - NOT FOR CONSTRUCTIONPREPARED FORPRELIMINARYPLATC102NORTH 100BUSINESS PARKSCANNELLPROPERTIESBROOKLYNCENTERMNN O R T H 10 10 10 84 0 840 845 836837838839 83 9 84 1 841 84 2 842 84 3 843844 84 4 846 847 848 848 848 848 848 849849 849 840 840845 8458 5 0 850 850 837838839 839841 841842 842843 843844 844846 846847847 848848848849 8 4 9 849849849 851 851 851851 851851 851 852 850 850 851 852852 852 85 2 852852850 850 851 8 5 1 851 851 851 852 852852 8528 5 2 852853 853850850849849849849 851851 851852 85 2 852 852852 851 851851851852852852 852852 8528 5 2 852852852852852 852852852852 853853852852852852 852853853853 853 852852 851 851853 849 851850 8508 5 2 PROPERTY LINE PROPERTY LINE PROPERTY LINE PROPERTY LINE SEE SHEET C202 SEE SHEET C201 40' UTILITY EASEMENT 40' UTILITY EASEMENT This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.SHEET NUMBER 2018 KIMLEY-HORN AND ASSOCIATES, INC.767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY-HORN.COMK:\TWC_LDEV\Scannell\brooklyn center - sears\3 Design\CAD\plansheets\C2-DEMO PLAN.dwg May 24, 2022 - 4:59pmBYREVISIONSNo.DATEPRELIMINARY - NOT FOR CONSTRUCTIONPREPARED FOROVERALL DEMOPLANC200NORTH 100 BUSINESSPARKSCANNELL PROPERTIESBROOKLYN CENTERMNDATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION ANDTHAT I AM A DULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THE STATE OFMINNESOTA.MNLIC. NO.BRIAN M. WURDEMAN05/24/202253113DATECHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECT16084602105/24/2022AS SHOWNRAVRAVBMW1.THE CONTRACTOR IS RESPONSIBLE FOR THE DEMOLITION, REMOVAL, AND DISPOSAL (IN A LOCATION APPROVED BY ALL GOVERNING AUTHORITIES) ALL STRUCTURES, PADS, WALLS, FLUMES, FOUNDATIONS, PARKING, DRIVES, DRAINAGE STRUCTURES, UTILITIES, ETC. SUCH THAT THE IMPROVEMENTS ON THE PLANS CAN BE CONSTRUCTED. ALL FACILITIES TO BE REMOVED SHALL BE UNDERCUT TO SUITABLE MATERIAL AND BROUGHT TO GRADE WITH SUITABLE COMPACTED FILL MATERIAL PER THE PROJECT DOCUMENTS. 2.THE CONTRACTOR IS RESPONSIBLE FOR REMOVING ALL DEBRIS FROM THE SITE AND DISPOSING THE DEBRIS IN A LAWFUL MANNER. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL PERMITS REQUIRED FOR DEMOLITION AND DISPOSAL. CONTRACTOR SHALL PROVIDE COPIES OF THE PERMIT AND RECEIPTS OF DISPOSAL OF MATERIALS TO THE OWNER AND OWNERS REPRESENTATIVE. 3.THE CONTRACTOR SHALL MAINTAIN ALL UTILITY SERVICES TO ADJACENT PROPERTIES AT ALL TIMES. UTILITY SERVICES SHALL NOT BE INTERRUPTED WITHOUT APPROVAL FROM THE CONSTRUCTION MANAGER AND COORDINATION WITH THE ADJACENT PROPERTIES AND/OR THE CITY. 4.THE CONTRACTOR SHALL COORDINATE WITH RESPECTIVE UTILITY COMPANIES PRIOR TO THE REMOVAL AND/OR RELOCATION OF UTILITIES. THE CONTRACTOR SHALL COORDINATE WITH THE UTILITY COMPANY CONCERNING PORTIONS OF WORK WHICH MAY BE PERFORMED BY THE UTILITY COMPANY'S FORCES AND ANY FEES WHICH ARE TO BE PAID TO THE UTILITY COMPANY FOR THEIR SERVICES. THE CONTRACTOR IS RESPONSIBLE FOR PAYING ALL FEES AND CHARGES. 5.THE LOCATIONS OF ALL EXISTING UTILITIES SHOWN ON THE PLAN HAVE BEEN DETERMINED FROM THE BEST INFORMATION AVAILABLE AND ARE GIVEN FOR THE CONVENIENCE OF THE CONTRACTOR. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR THEIR ACCURACY. PRIOR TO THE START OF ANY DEMOLITION ACTIVITY, THE CONTRACTOR SHALL NOTIFY THE UTILITY COMPANIES FOR LOCATIONS OF EXISTING UTILITIES WITHIN ALL AREAS OF PROPOSED WORK. 6.ALL EXISTING SEWERS, PIPING AND UTILITIES SHOWN ARE NOT TO BE INTERPRETED AS THE EXACT LOCATION, OR AS ANY OBSTACLES THAT MAY OCCUR ON THE SITE. VERIFY EXISTING CONDITIONS AND PROCEED WITH CAUTION AROUND ANY ANTICIPATED FEATURES. GIVE NOTICE TO ALL UTILITY COMPANIES REGARDING DESTRUCTION AND REMOVAL OF ALL SERVICE LINES AND CAP ALL LINES BEFORE PRECEDING WITH THE WORK. 7.ELECTRICAL, TELEPHONE, CABLE, WATER, FIBER OPTIC, AND/OR GAS LINES NEEDING TO BE REMOVED OR RELOCATED SHALL BE COORDINATED WITH THE AFFECTED UTILITY COMPANY. ADEQUATE TIME SHALL BE PROVIDED FOR RELOCATION AND CLOSE COORDINATION WITH THE UTILITY COMPANY IS NECESSARY TO PROVIDE A SMOOTH TRANSITION IN UTILITY SERVICE. CONTRACTOR SHALL PAY CLOSE ATTENTION TO EXISTING UTILITIES WITHIN ANY ROAD RIGHT-OF-WAY DURING CONSTRUCTION. 8.CONTRACTOR MUST PROTECT THE PUBLIC AT ALL TIMES WITH FENCING, BARRICADES, ENCLOSURES, ETC. (AND OTHER APPROPRIATE BEST MANAGEMENT PRACTICES) AS APPROVED BY THE CONSTRUCTION MANAGER. MAINTENANCE OF TRAFFIC CONTROL SHALL BE COORDINATED IN ACCORDANCE WITH BROOKLYN CENTER, HENNEPIN COUNTY AND MN/DOT. 9.CONTRACTOR SHALL MAINTAIN ACCESS TO ALL ADJACENT PROPERTIES DURING CONSTRUCTION, AND SHALL NOTIFY ALL PROPERTIES IF ACCESS WILL BE INTERRUPTED OR ALTERED AT ANY TIME DURING CONSTRUCTION. 10.PRIOR TO DEMOLITION OCCURRING, ALL EROSION CONTROL DEVICES ARE TO BE INSTALLED. 11.CONTRACTOR MAY LIMIT SAW-CUT AND PAVEMENT REMOVAL TO ONLY THOSE AREAS WHERE IT IS REQUIRED AS SHOWN ON THESE CONSTRUCTION PLANS BUT IF ANY DAMAGE IS INCURRED ON ANY OF THE SURROUNDING PAVEMENT, ETC. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ITS REMOVAL AND REPAIR. 12.THE CONTRACTOR SHALL COORDINATE WATER MAIN WORK WITH THE FIRE DEPT. AND THE CITY WATER DEPARTMENT TO PLAN PROPOSED IMPROVEMENTS AND TO ENSURE ADEQUATE FIRE PROTECTION IS CONSTANTLY AVAILABLE TO THE SITE THROUGHOUT THIS SPECIFIC WORK AND THROUGH ALL PHASES OF CONSTRUCTION. CONTRACTOR WILL BE RESPONSIBLE FOR ARRANGING/PROVIDING ANY REQUIRED WATER MAIN SHUT OFFS WITH THE CITY OF BROOKLYN CENTER DURING CONSTRUCTION. ANY COSTS ASSOCIATED WITH WATER MAIN SHUT OFFS WILL BE THE RESPONSIBILITY OF THE CONTRACTOR AND NO EXTRA COMPENSATION WILL BE PROVIDED. 13.REFER TO SURVEY FOR ALL EXISTING INVERT AND RIM ELEVATIONS. 14.ALL UTILITIES SHOWN ARE EXISTING UTILITIES. 15.IN THE EVENT A WELL IS FOUND, THE CONTRACTOR SHALL CONTACT THE ENGINEER AND OWNER IMMEDIATELY. ALL WELLS SHALL BE SEALED BY A LICENSED WELL CONTRACTOR IN ACCORDANCE WITH ALL STATE OF MN REQUIREMENTS. 16.IN THE EVENT THAT UNKNOWN CONTAINERS OR TANKS ARE ENCOUNTERED, THE CONTRACTOR SHALL CONTACT THE OWNER AND/OR OWNERS REPRESENTATIVE IMMEDIATELY. ALL CONTAINERS SHALL BE DISPOSED OF AT A PERMITTED LANDFILL PER THE PROJECT DOCUMENTS. 17.CONTRACTOR SHALL NOTIFY THE ENGINEER IF ANY EXISTING DRAINTILE IS ENCOUNTERED ON SITE. NO ACTIVE DRAINTILE SHALL BE REMOVED WITHOUT APPROVAL FROM THE ENGINEER. DEMOLITION PLAN NOTES LIMITS OF CONSTRUCTION REMOVE BITUMINOUS SURFACE REMOVE CONCRETE SURFACE REMOVE BUILDING REMOVE TREE REMOVE CONCRETE CURB & GUTTER REMOVE UTILITY LINES PROPERTY LINE EXISTING OVERHEAD POWER LINE EXISTING CHAINLINK FENCE EXISTING J-BARRIER EXISTING RETAINING WALL EXISTING SANITARY SEWER EXISTING STORM SEWER EXISTING WATERMAIN EXISTING GAS MAIN EXISTING UNDERGROUND TELEPHONE EXISTING UNDERGROUND CABLE EXISTING CONTOUR EXISTING SIGN EXISTING FLARED END SECTION EXISTING STORM MANHOLE EXISTING STORM CATCHBASIN EXISTING GAS METER EXISTING POST INDICATOR VALVE EXISTING WELL EXISTING AUTOMATIC SPRINKLER EXISTING ROOF DRAIN EXISTING GATE VALVE EXISTING HYDRANT EXISTING METAL COVER EXISTING ELECTRICAL METER EXISTING AIR CONDITIONER EXISTING TELEPHONE MANHOLE EXISTING CABLE BOX EXISTING GUY WIRE EXISTING POWER POLE EXISTING LIGHT POLE EXISTING TREE CLEARING & GRUBBING FILL & ABANDON UTILITY LINES EXISTING TREE LINE EXISTING CURB & GUTTER LEGEND FULL DEPTH SAWCUT N O R T H 10 10 10 851 851 852 85 2 852 852 8 5 2 852 852 8 5 3 853 853 853 853 852 852 852 852 852 852 852 852852 853 853 851851 851 851 852 852 852 852 852 852 851 851 851 851 852 852852852 8 5 2 852 852 852 852 851 851851851 852 852 85 2 852852 853 853 854 854 850850850851851851851852 852852852C D E EEE E B A A A AA A A F G H H I I I I J J J J J J J J J J J K K N S M A A A A A A A A A A A A A A A A A A A B B B B B B B B B B B B B C C C C C D D D D D D D D D D E E E E E E E E E E E F F F F F F F F F F F F F F G H H H H H H I I I I I I I I I I I IJ J J J J J J J J J J J J J J J J J J L L L L L M M N N N N F F F F F F F F F N I F I F F F N N P P Q Q Q Q R R R S T T PROPERTY L I N E PROPERTY LINE PROPERTY LINE L 40' UTILITY EASEMENT This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.SHEET NUMBER 2018 KIMLEY-HORN AND ASSOCIATES, INC.767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY-HORN.COMK:\TWC_LDEV\Scannell\brooklyn center - sears\3 Design\CAD\plansheets\C2.1-DEMO PLAN ENLARGEMENTS.dwg May 24, 2022 - 5:00pmBYREVISIONSNo.DATEPRELIMINARY - NOT FOR CONSTRUCTIONPREPARED FORDEMO PLANC201NORTH 100BUSINESS PARKSCANNELL PROPERTIESBROOKLYN CENTERMNDATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION ANDTHAT I AM A DULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THE STATE OFMINNESOTA.MNLIC. NO.BRIAN M. WURDEMAN05/24/202253113DATECHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECT16084602105/24/2022AS SHOWNRAVRAVBMWLIMITS OF CONSTRUCTION REMOVE BITUMINOUS SURFACE REMOVE CONCRETE SURFACE REMOVE BUILDING REMOVE TREE REMOVE CONCRETE CURB & GUTTER REMOVE UTILITY LINES PROPERTY LINE EXISTING OVERHEAD POWER LINE EXISTING CHAINLINK FENCE EXISTING J-BARRIER EXISTING RETAINING WALL EXISTING SANITARY SEWER EXISTING STORM SEWER EXISTING WATERMAIN EXISTING GAS MAIN EXISTING UNDERGROUND TELEPHONE EXISTING UNDERGROUND CABLE EXISTING CONTOUR EXISTING SIGN EXISTING FLARED END SECTION EXISTING STORM MANHOLE EXISTING STORM CATCHBASIN EXISTING GAS METER EXISTING POST INDICATOR VALVE EXISTING WELL EXISTING AUTOMATIC SPRINKLER EXISTING ROOF DRAIN EXISTING GATE VALVE EXISTING HYDRANT EXISTING METAL COVER EXISTING ELECTRICAL METER EXISTING AIR CONDITIONER EXISTING TELEPHONE MANHOLE EXISTING CABLE BOX EXISTING GUY WIRE EXISTING POWER POLE EXISTING LIGHT POLE EXISTING TREE CLEARING & GRUBBING FILL & ABANDON UTILITY LINES EXISTING TREE LINE EXISTING CURB & GUTTER LEGEND FULL DEPTH SAWCUT SEE SHEET C202 KEYNOTE LEGEND REMOVE ASPHALT, TYP. REMOVE CONCRETE SURFACE, TYP. CLEAR & GRUB, TYP. FULL DEPTH SAWCUT, TYP. REMOVE TREE, TYP. REMOVE UTILITIES, TYP. FILL & ABANDON UTILITIES, TYP. LIMITS OF CONSTRUCTION, TYP. REMOVE CURB & GUTTER, TYP. PAVEMENT MARKINGS TO BE REMOVED EXISTING TREES TO REMAIN AND BE PROTECTED THROUGHOUT CONSTRUCTION EXISTING UTILITIES TO REMAIN AND BE PROTECTED THROUGHOUT CONSTRUCTION REMOVE OVERHANG & COLUMNS REMOVE LIGHT POLE EXISTING LIGHT POLES TO REMAIN AND BE PROTECTED THROUGHOUT CONSTRUCTION REMOVE FENCE EXISTING FENCE TO REMAIN AND BE PROTECTED THROUGHOUT CONSTRUCTION REMOVE ACCESSORY STRUCTURE REMOVE FIRE HYDRANT REMOVE BUILDING, TYP. A B C D E F G H I J K L M N O P Q R S T NORTH 10 10 10 851 851 852 852 852 851851 851852852852 8 5 1 851851840840845845 8508418418428428438 4 3844 844 846 847 848 849 852 852852 852 8 5 2 852852852852 8358408458508 5 0 85 0834836837838839841842843844846847848849 85 1 851 851851851852852852852852 853 853853853853A A A A A A AAA A B B B BBB B C C C C C CC C C D D E E E E E E EE EEE E C C B A A A AA A FF F F F F F C F F H H H H H H E I I I I D I I I I I I I I I I I J J J J J J J J J J J J J J J J J I C K K K K K K K K K K K K K LL L L L L M M M M M M M M M N O O N O O O O Q Q S S T T T T BF F F F F F F F F F F M F F F F Q PROPERTY LINE PROPERTY LINE PROPERTY LINE PROPERTY LINE D D I 40' UTILITY EASEMENT This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.SHEET NUMBER 2018 KIMLEY-HORN AND ASSOCIATES, INC.767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY-HORN.COMK:\TWC_LDEV\Scannell\brooklyn center - sears\3 Design\CAD\plansheets\C2.1-DEMO PLAN ENLARGEMENTS.dwg May 24, 2022 - 5:00pmBYREVISIONSNo.DATEPRELIMINARY - NOT FOR CONSTRUCTIONPREPARED FORDEMO PLANC202NORTH 100 BUSINESSPARKSCANNELL PROPERTIESBROOKLYN CENTERMNDATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION ANDTHAT I AM A DULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THE STATE OFMINNESOTA.MNLIC. NO.BRIAN M. WURDEMAN05/24/202253113DATECHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECT16084602105/24/2022AS SHOWNRAVRAVBMWLIMITS OF CONSTRUCTION REMOVE BITUMINOUS SURFACE REMOVE CONCRETE SURFACE REMOVE BUILDING REMOVE TREE REMOVE CONCRETE CURB & GUTTER REMOVE UTILITY LINES PROPERTY LINE EXISTING OVERHEAD POWER LINE EXISTING CHAINLINK FENCE EXISTING J-BARRIER EXISTING RETAINING WALL EXISTING SANITARY SEWER EXISTING STORM SEWER EXISTING WATERMAIN EXISTING GAS MAIN EXISTING UNDERGROUND TELEPHONE EXISTING UNDERGROUND CABLE EXISTING CONTOUR EXISTING SIGN EXISTING FLARED END SECTION EXISTING STORM MANHOLE EXISTING STORM CATCHBASIN EXISTING GAS METER EXISTING POST INDICATOR VALVE EXISTING WELL EXISTING AUTOMATIC SPRINKLER EXISTING ROOF DRAIN EXISTING GATE VALVE EXISTING HYDRANT EXISTING METAL COVER EXISTING ELECTRICAL METER EXISTING AIR CONDITIONER EXISTING TELEPHONE MANHOLE EXISTING CABLE BOX EXISTING GUY WIRE EXISTING POWER POLE EXISTING LIGHT POLE EXISTING TREE CLEARING & GRUBBING FILL & ABANDON UTILITY LINES EXISTING TREE LINE EXISTING CURB & GUTTER LEGEND FULL DEPTH SAWCUT SEE SHEET C201 KEYNOTE LEGEND REMOVE ASPHALT, TYP. REMOVE CONCRETE SURFACE, TYP. CLEAR & GRUB, TYP. FULL DEPTH SAWCUT, TYP. REMOVE TREE, TYP. REMOVE UTILITIES, TYP. FILL & ABANDON UTILITIES, TYP. LIMITS OF CONSTRUCTION, TYP. REMOVE CURB & GUTTER, TYP. PAVEMENT MARKINGS TO BE REMOVED EXISTING TREES TO REMAIN AND BE PROTECTED THROUGHOUT CONSTRUCTION EXISTING UTILITIES TO REMAIN AND BE PROTECTED THROUGHOUT CONSTRUCTION REMOVE OVERHANG & COLUMNS REMOVE LIGHT POLE EXISTING LIGHT POLES TO REMAIN AND BE PROTECTED THROUGHOUT CONSTRUCTION REMOVE FENCE EXISTING FENCE TO REMAIN AND BE PROTECTED THROUGHOUT CONSTRUCTION REMOVE ACCESSORY STRUCTURE REMOVE FIRE HYDRANT REMOVE BUILDING, TYP. A B C D E F G H I J K L M N O P Q R S T NORTH BLDG: A 110,000 SF FFE: 856.00 TRUCK DOCK: 852.00 BLDG: B 120,000 SF FFE: 856.00 TRUCK DOCK: 852.00 STORMWATER MANAGEMENT PROPERTY LINE PROPERTY LINE PROPERTY LINE PROPERTY LINE 35' BUILDING SETBACK 15' PARKING SETBACK 15' PARKING SETBACK 35' BUILDING SETBACK 10' BUILDING SETBACK 15' PARKING SETBACK 40' BUILDING SETBACK 40' UTILITY EASEMENT PUBLIC TRAIL EASEMENT PUBLIC TRAIL EASEMENT 40' UTILITY EASEMENT PUBLIC TRAIL EASEMENT LOT 1, BLOCK 1 LOT 2, BLOCK 1 STORMWATER MANAGEMENT STORMWATER MANAGEMENT NO TRUCKS SIGNS NO TRUCKS SIGNS PREPARED FOROVERALL SITEPLANC300NORTH 100 BUSINESSPARKSCANNELL PROPERTIESBROOKLYN CENTERMNDATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION ANDTHAT I AM A DULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THE STATE OFMINNESOTA.MNLIC. NO.BRIAN M. WURDEMAN05/24/202253113DATECHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECT16084602105/13/2022AS SHOWNRAVRAVBMWBUILDING DATA SUMMARY AREAS PROPOSED PROPERTY 15.256 AC BUILDING A AREA 110,000 SF BUILDING B AREA 120,000 SF PARKING LOT 1, BLOCK 1 REQUIRED PARKING 136 SPACES PROPOSED PARKING 200 SPACES PROPOSED PARKING EASEMENT SPACES 18 SPACES ADA STALLS REQ'D / PROVIDED 6 STALLS / 6 STALLS LOT 2, BLOCK 1 REQUIRED PARKING 150 SPACES PROPOSED PARKING 157 SPACES ADA STALLS REQ'D / PROVIDED 6 STALLS / 6 STALLS PROPERTY SUMMARY NORTH 100 BUSINESS PARK PROPERTY AREA 664,544 SF (15.256 AC) LOT 1, BLOCK 1 PROPERTY AREA 8.07 AC LOT 2, BLOCK 1 PROPERTY AREA 7.19 AC ZONING SUMMARY EXISTING ZONING PUD / MX-B - PLANNED UNIT DEVELOPMENT / BUSINESS MIXED USE DISTRICT PROPOSED ZONING PUD / MX-B - PLANNED UNIT DEVELOPMENT / BUSINESS MIXED USE DISTRICT PARKING SETBACKS SIDE/REAR = 15' ROAD = 15' BUILDING SETBACKS FRONT = 35' CORNER = 35' INTERIOR SIDE = 10' REAR = 40' PROPOSED CURB AND GUTTER PROPERTY LINE PROPOSED FENCE SETBACK LINE RETAINING WALL PROPOSED STANDARD DUTY ASPHALT PROPOSED CONCRETE PAVEMENT PROPOSED STORMWATER MANAGEMENT AREA PROPOSED CONCRETE SIDEWALK LEGEND PROPOSED HEAVY DUTY ASPHALT This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.SHEET NUMBER 2018 KIMLEY-HORN AND ASSOCIATES, INC.767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY-HORN.COMK:\TWC_LDEV\Scannell\brooklyn center - sears\3 Design\CAD\plansheets\C4-SITE PLAN.dwg May 24, 2022 - 5:00pm©BYREVISIONSNo.DATEPRELIMINARY - NOT FOR CONSTRUCTIONSITE PLAN NOTES 1.ALL WORK AND MATERIALS SHALL COMPLY WITH ALL CITY/COUNTY REGULATIONS AND CODES AND O.S.H.A. STANDARDS. 2.CONTRACTOR SHALL REFER TO THE ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONS OF VESTIBULES, SLOPE PAVING, SIDEWALKS, EXIT PORCHES, TRUCK DOCKS, PRECISE BUILDING DIMENSIONS AND EXACT BUILDING UTILITY ENTRANCE LOCATIONS. 3.ALL INNER CURBED RADII ARE TO BE 3' AND OUTER CURBED RADII ARE TO BE 10' UNLESS OTHERWISE NOTED. STRIPED RADII ARE TO BE 5'. 4.ALL DIMENSIONS AND RADII ARE TO THE FACE OF CURB UNLESS OTHERWISE NOTED. 5.EXISTING STRUCTURES WITHIN CONSTRUCTION LIMITS ARE TO BE ABANDONED, REMOVED OR RELOCATED AS NECESSARY. ALL COST SHALL BE INCLUDED IN BASE BID. 6.CONTRACTOR SHALL BE RESPONSIBLE FOR ALL RELOCATIONS, (UNLESS OTHERWISE NOTED ON PLANS) INCLUDING BUT NOT LIMITED TO, ALL UTILITIES, STORM DRAINAGE, SIGNS, TRAFFIC SIGNALS & POLES, ETC. AS REQUIRED. ALL WORK SHALL BE IN ACCORDANCE WITH GOVERNING AUTHORITIES REQUIREMENTS AND PROJECT SITE WORK SPECIFICATIONS AND SHALL BE APPROVED BY SUCH. ALL COST SHALL BE INCLUDED IN BASE BID. 7.SITE BOUNDARY, TOPOGRAPHY, UTILITY AND ROAD INFORMATION TAKEN FROM A SURVEY BY SUNDE LAND SURVEYING, DATED 03/30/2021. 8.KIMLEY-HORN ASSUMES NO LIABILITY FOR ANY ERRORS, INACCURACIES, OR OMISSIONS CONTAINED THEREIN. 9.TOTAL LAND AREA IS 15.256 ACRES. 10.PYLON / MONUMENT SIGNS SHALL BE CONSTRUCTED BY OTHERS. SIGNS ARE SHOWN FOR GRAPHICAL & INFORMATIONAL PURPOSES ONLY. CONTRACTOR TO VERIFY SIZE, LOCATION AND ANY REQUIRED PERMITS NECESSARY FOR THE CONSTRUCTION OF THE PYLON / MONUMENT SIGN. 11.CONTRACTOR SHALL REFERENCE ARCH / MEP PLANS FOR SITE LIGHTING AND ELECTRICAL PLAN. 12.NO PROPOSED LANDSCAPING SUCH AS TREES OR SHRUBS, ABOVE AND UNDERGROUND STRUCTURES, OR OTHER OBSTRUCTIONS SHALL BE LOCATED WITHIN EXISTING OR PROPOSED UTILITY EASEMENTS AND RIGHTS OF WAY UNLESS SPECIFICALLY NOTED ON PLANS OTHERWISE. 13.REFERENCE ARCHITECTURAL PLANS FOR DUMPSTER ENCLOSURE DETAILS. 14.REFER TO FINAL PLAT OR ALTA SURVEY FOR EXACT LOT AND PROPERTY BOUNDARY DIMENSIONS. 15.ALL AREAS ARE ROUNDED TO THE NEAREST SQUARE FOOT. 16.ALL DIMENSIONS ARE ROUNDED TO THE NEAREST TENTH FOOT. 17.ALL PARKING STALLS TO BE 9' IN WIDTH AND 18' IN LENGTH UNLESS OTHERWISE INDICATED. N O R T H BLDG: A110,000 SFFFE: 856.00TRUCK DOCK: 852.00PROPERTY LINE PROPERTY LINE 15' PARKING SETBACK 30' BUILDING SETBACK 10' BUILDING SETBACK STORMWATER MANAGEMENT 40' UTILITY EASEMENT PUBLIC TRAIL EASEMENT PUBLIC TRAIL EASEMENT 13.0 ' 13.0 ' 13.1'10.0'10.0'18.0'25.0'18.0'18.0'25.0'18.0' 27.0' 18.0'24.0'18.0'18.0'24.0'18.0' R25.0' R30.0' R15.0' A A J J G J N A I B J JJ J C C H A I N H N H N H H H H H H H H HJ J L L D E D E G J G J J FF D E A A A H J J C CM M O O O O O O HO O G G K J R25.0' R10.0' R25.0' C B I I I 60.0'80.0'C M SEE LANDSCAPE PLANS FOR AMENITY AREA DETAIL A O O R26.0' R30.0'PREPARED FORSITE PLANC301NORTH 100 BUSINESSPARKSCANNELL PROPERTIESBROOKLYN CENTERMNDATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION ANDTHAT I AM A DULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THE STATE OFMINNESOTA.MNLIC. NO.BRIAN M. WURDEMAN05/24/202253113DATECHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECT16084602101/05/2022AS SHOWNRAVRAVBMWPROPOSED CURB AND GUTTER PROPERTY LINE PROPOSED FENCE SETBACK LINE RETAINING WALL PROPOSED STANDARD DUTY ASPHALT PROPOSED CONCRETE PAVEMENT PROPOSED STORMWATER MANAGEMENT AREA PROPOSED CONCRETE SIDEWALK LEGEND PROPOSED HEAVY DUTY ASPHALT KEYNOTE LEGEND CONCRETE SIDEWALK CONCRETE PAVEMENT MATCH EXISTING EDGE OF PAVEMENT/ CURB & GUTTER ACCESSIBLE PARKING SIGN ACCESSIBLE PARKING AREA STRIPED WITH 4" SYSL @ 45° 2' O.C. STANDARD DUTY ASPHALT PAVEMENT LANDSCAPE AREA - SEE LANDSCAPE PLANS HEAVY DUTY ASPHALT PAVEMENT B612 CURB & GUTTER (TYP.) 4" WIDE PAINTED SOLID LINE, TYP. STOP SIGN PAVEMENT MARKINGS, TYP. BITUMINOUS TRAIL PEDESTRIAN RAMP RIPRAP A B C D E F G H I J K L M N O P This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.SHEET NUMBER 2018 KIMLEY-HORN AND ASSOCIATES, INC.767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY-HORN.COMK:\TWC_LDEV\Scannell\brooklyn center - sears\3 Design\CAD\plansheets\C4.1-SITE PLAN ENLARGEMENTS.dwg May 24, 2022 - 5:00pm©BYREVISIONSNo.DATEPRELIMINARY - NOT FOR CONSTRUCTIONSEE SHEET C302 NORTH BLDG: B120,000 SFFFE: 856.00TRUCK DOCK: 852.00STORMWATER MANAGEMENT PROPERTY LINE PROPERTY LINE 25' BUILDING SETBACK 15' PARKING SETBACK 15' PARKING SETBACK 40' BUILDING SETBACK 40' UTILITY EASEMENT PUBLIC TRAIL EASEMENT R25.0' J I H J H R25.0' R10.0' R25.0' R15.0' R15.0' R10.0' R15.0' R10.0' R10.0' E D E D E D J J J J J J J J H H H H H H H A A A A H H H C C C C C B B I I I 80.0'60.0'30.0'18.0'25.0'18.0'18.0'24.0'18.0' C C G G G 24.0' F F N N C K A O O A R26.0'PREPARED FORSITE PLANC302NORTH 100 BUSINESSPARKSCANNELL PROPERTIESBROOKLYN CENTERMNDATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION ANDTHAT I AM A DULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THE STATE OFMINNESOTA.MNLIC. NO.BRIAN M. WURDEMAN05/24/202253113DATECHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECT16084602101/05/2022AS SHOWNRAVRAVBMWPROPOSED CURB AND GUTTER PROPERTY LINE PROPOSED FENCE SETBACK LINE RETAINING WALL PROPOSED STANDARD DUTY ASPHALT PROPOSED CONCRETE PAVEMENT PROPOSED STORMWATER MANAGEMENT AREA PROPOSED CONCRETE SIDEWALK LEGEND PROPOSED HEAVY DUTY ASPHALT This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.SHEET NUMBER 2018 KIMLEY-HORN AND ASSOCIATES, INC.767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY-HORN.COMK:\TWC_LDEV\Scannell\brooklyn center - sears\3 Design\CAD\plansheets\C4.1-SITE PLAN ENLARGEMENTS.dwg May 24, 2022 - 5:00pm©BYREVISIONSNo.DATEPRELIMINARY - NOT FOR CONSTRUCTIONSEE SHEET C301 NORTHKEYNOTE LEGEND CONCRETE SIDEWALK CONCRETE PAVEMENT MATCH EXISTING EDGE OF PAVEMENT/ CURB & GUTTER ACCESSIBLE PARKING SIGN ACCESSIBLE PARKING AREA STRIPED WITH 4" SYSL @ 45° 2' O.C. STANDARD DUTY ASPHALT PAVEMENT LANDSCAPE AREA - SEE LANDSCAPE PLANS HEAVY DUTY ASPHALT PAVEMENT B612 CURB & GUTTER (TYP.) 4" WIDE PAINTED SOLID LINE, TYP. STOP SIGN PAVEMENT MARKINGS, TYP. BITUMINOUS TRAIL PEDESTRIAN RAMP RIPRAP A B C D E F G H I J K L M N O P This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.SHEET NUMBER 2018 KIMLEY-HORN AND ASSOCIATES, INC.767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY-HORN.COMK:\TWC_LDEV\Scannell\brooklyn center - sears\3 Design\CAD\plansheets\C4-SITE DETAILS.dwg May 24, 2022 - 5:00pmBYREVISIONSNo.DATEPRELIMINARY - NOT FOR CONSTRUCTIONPREPARED FORSITE DETAILSC303NORTH 100BUSINESS PARKSCANNELL PROPERTIESBROOKLYNCENTERMNDATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION ANDTHAT I AM A DULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THE STATE OFMINNESOTA.MNLIC. NO.BRIAN M. WURDEMAN05/24/202253113DATECHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECT16084602105/24/2022AS SHOWNRAVRAVBMWSCALE: NTS CONCRETE PAVEMENT SCALE: NTS STANDARD DUTY BITUMINOUS SCALE: NTS HEAVY DUTY BITUMINOUSCONCRETE SIDEWALK DETAIL DETAIL STANDARD STALL ADA STALL ACCESS ISLE ADA STALL STANDARD STALL 6"TRANSITION PAVEMENT TO FLUSH WITH SIDEWALK INTEGRAL SIDEWALK CURB SEE DETAIL ACCESSIBLE PARKING SIGN WITH BOLLARD SEE DETAIL 2' STRIPING - 4" TRAFFIC WHITE INTEGRAL SIDEWALK CURB SEE DETAIL INTEGRAL SIDEWALK CURB SEE DETAIL (2% MAX.) PLAN VIEW OF ADA PARKING SECTION A-A SECTION B-B B B AA N.T.S. ACCESSIBLE PARKING SYMBOL N.T.S. ADA PARKING WITH INTEGRAL CURB BLDG: A 110,000 SF FFE: 856.00 TRUCK DOCK: 852.00 BLDG: B 120,000 SF FFE: 856.00 TRUCK DOCK: 852.00 DDD DD 855 855854856 856852852853853854851851851852 85 2 853 854855856 856855853 8 5 4 854850 850 850 850 851 852 851852 852851852852851851852852 850 8498 5 185185285085185 2 852853851852853SEE SHEET C402 SEE SHEET C401 854854845850844846847848849851850 851 852 850 849 8 4 9 85 0 85 1851852851850850 852 852853852852853 853853852 852 853 853852 853 853 8 5 2 852 8528518538 5 4 85385 2 8518 5 2852 851 852852 852 852851852851852 8528 5 3 851849849848 848 849 848 847 845 844 843 842 840840839838 83 9 8 4 1842843845847 849 851 847852MH-2 OCS-2 OCS-1 MH-1 40' UTILITY EASEMENT PUBLIC TRAIL EASEMENT 40' UTILITY EASEMENT PUBLIC TRAIL EASEMENT PROPERTY LINE PROPERTY LINE PROPERTY LINE PROPERTY LINE This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.SHEET NUMBER 2018 KIMLEY-HORN AND ASSOCIATES, INC.767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY-HORN.COMK:\TWC_LDEV\Scannell\brooklyn center - sears\3 Design\CAD\plansheets\C5-GRADING PLAN.dwg May 24, 2022 - 5:00pm©BYREVISIONSNo.DATEPRELIMINARY - NOT FOR CONSTRUCTIONPREPARED FOROVERALLGRADING PLANC400NORTH 100 BUSINESSPARKSCANNELL PROPERTIESBROOKLYN CENTERMNDATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION ANDTHAT I AM A DULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THE STATE OFMINNESOTA.MNLIC. NO.BRIAN M. WURDEMAN05/24/202253113DATECHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECT16084602105/24/2022AS SHOWNRAVRAVBMWGRADING PLAN NOTES 1.ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE CITY OF BROOKLYN CENTER, SPECIFICATIONS AND BUILDING PERMIT REQUIREMENTS. 2.CONTRACTOR TO CALL GOPHER STATE CALL ONE @ <1-800-252-1166> AT LEAST TWO WORKING DAYS PRIOR TO EXCAVATION/CONSTRUCTION FOR UTILITY LOCATIONS. 3.STORM SEWER PIPE SHALL BE AS FOLLOWS: RCP PER ASTM C-76 HDPE: 0" - 10" PER AASHTO M-252 HDPE: 12" OR GREATER PER ASTM F-2306 PVC SCH. 40 PER ASTM D-1785 STORM SEWER FITTINGS SHALL BE AS FOLLOWS: RCP PER ASTM C-76, JOINTS PER ASTM C-361, C-990, AND C-443 HDPE PER ASTM 3212 PVC PER ASTM D-3034, JOINTS PER ASTM D-3212 4.CONTRACTOR TO FIELD VERIFY THE LOCATIONS AND ELEVATIONS OR EXISTING UTILITIES AND TOPOGRAPHIC FEATURES PRIOR TO THE START OF SITE GRADING. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE PROJECT ENGINEER OF ANY DISCREPANCIES OR VARIATIONS. 5.SUBGRADE EXCAVATION SHALL BE BACKFILLED IMMEDIATELY AFTER EXCAVATION TO HELP OFFSET ANY STABILITY PROBLEMS DUE TO WATER SEEPAGE OR STEEP SLOPES. WHEN PLACING NEW SURFACE MATERIAL ADJACENT TO EXISTING PAVEMENT, THE EXCAVATION SHALL BE BACKFILLED PROMPTLY TO AVOID UNDERMINING OF EXISTING PAVEMENT. 6.CONTRACTOR SHALL BE RESPONSIBLE FOR ALL HORIZONTAL AND VERTICAL CONTROL. 7.CONTRACTOR SHALL EXCAVATE DRAINAGE TRENCHES TO FOLLOW PROPOSED STORM SEWER ALIGNMENTS. 8.GRADES SHOWN ARE FINISHED GRADES. CONTRACTOR SHALL ROUGH GRADE TO SUBGRADE ELEVATION AND LEAVE STREET READY FOR SUBBASE. 9.ALL EXCESS MATERIAL, BITUMINOUS SURFACING, CONCRETE ITEMS, ANY ABANDONED UTILITY ITEMS, AND OTHER UNSTABLE MATERIALS SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE DISPOSED OF OFF THE CONSTRUCTION SITE. 10.REFER TO THE UTILITY PLAN FOR SANITARY SEWER MAIN, WATER MAIN SERVICE LAYOUT AND ELEVATIONS AND CASTING / STRUCTURE NOTATION. 11.CONTRACTOR IS RESPONSIBLE FOR CONSTRUCTION OF PAVEMENTS AND CURB AND GUTTER WITH SMOOTH UNIFORM SLOPES TO PROVIDE POSITIVE DRAINAGE. 12.INSTALL A MINIMUM OF <4" CLASS 5> AGGREGATE BASE UNDER CURB AND GUTTER AND CONCRETE SIDEWALKS. 13.UPON COMPLETION OF EXCAVATION AND FILLING, CONTRACTOR SHALL RESTORE ALL STREETS AND DISTURBED AREAS ON SITE. ALL DISTURBED AREAS SHALL BE RE-VEGETATED WITH A MINIMUM OF <4" OF TOPSOIL>. 14.ALL SPOT ELEVATIONS/CONTOURS ARE TO GUTTER / FLOW LINE UNLESS OTHERWISE NOTED. 15.GRADING FOR ALL SIDEWALKS AND ACCESSIBLE ROUTES INCLUDING CROSSING DRIVEWAYS SHALL CONFORM TO CURRENT ADA STATE/NATIONAL STANDARDS. IN NO CASE SHALL ACCESSIBLE RAMP SLOPES EXCEED 1 VERTICAL TO 12 HORIZONTAL. IN NO CASE SHALL SIDEWALK CROSS SLOPES EXCEED 2% . IN NO CASE SHALL LONGITUDINAL SIDEWALK SLOPES EXCEED 5%. IN NO CASE SHALL ACCESSIBLE PARKING STALLS OR AISLES EXCEED 2% (1.5% TARGET) IN ALL DIRECTIONS. SIDEWALK ACCESS TO EXTERNAL BUILDING DOORS AND GATES SHALL BE ADA COMPLIANT. CONTRACTOR SHALL NOTIFY ENGINEER IMMEDIATELY IF ADA CRITERIA CANNOT BE MET IN ANY LOCATION PRIOR TO PAVING. NO CONTRACTOR CHANGE ORDERS WILL BE ACCEPTED FOR A.D.A COMPLIANCE ISSUES. 16.MAINTAIN A MINIMUM OF 0.5% GUTTER SLOPE TOWARDS LOW POINTS. 17.CONTRACTOR TO PROVIDE 3" INSULATION BY 5' WIDE CENTERED ON STORM PIPE IF LESS THAN 4' OF COVER IN PAVEMENT AREAS AND LESS THAN 3' OF COVER IN LANDSCAPE AREAS. 18.ROOF DRAIN INVERT CONNECTIONS AT THE BUILDING SHALL BE AT ELEVATION SHOWN OR LOWER UNLESS NOTED OTHERWISE. REFERENCE MEP PLANS FOR ROOF DRAIN CONNECTION. 19.ALL STORM SEWER CONNECTIONS SHALL BE GASKETED AND WATER TIGHT INCLUDING MANHOLE CONNECTIONS. 20.ALL STORM SEWER PIPE SHALL BE AIR TESTED IN ACCORDANCE WITH THE CURRENT PLUMBING CODE. 21.MAINTAIN A MINIMUM OF 1.25% SLOPE IN BITUMINOUS PAVEMENT AREAS, 0.5% SLOPE IN CONCRETE PAVEMENT AREAS. 22.CONTRACTOR SHALL REVIEW PAVEMENT GRADIENT AND CONSTRUCT "INFALL CURB" WHERE PAVEMENT DRAINS TOWARD GUTTER, AND "OUTFALL" CURB WHERE PAVEMENT DRAINS AWAY FROM GUTTER. PROPOSED STORM SEWER PROPOSED STORM SEWER PROPERTY LINE EXISTING CONTOUR PROPOSED CONTOUR925 PROPOSED SPOT ELEVATION100.00 LEGEND PROPOSED HIGH POINT ELEVATION HP:0.0 PROPOSED LOW POINT ELEVATION PROPOSED GUTTER ELEVATION PROPOSED TOP OF CURB ELEVATION PROPOSED FLUSH PAVEMENT ELEVATION LP:0.0 G:0.00 T:0.00 PROPOSED EMERGENCY OVERFLOW T/G:0.0 EOF:0.0 0.0%PROPOSED DRAINAGE DIRECTION 0.00%PROPOSED ADA SLOPE ME:0.0 MATCH EXISTING ELEVATION PROPOSED STORM MANHOLE (SOLID CASTING) PROPOSED STORM MANHOLE (ROUND INLET CASTING) PROPOSED STORM MANHOLE/ CATCH BASIN (CURB INLET CASTING) PROPOSED STORM SEWER CLENOUT PROPOSED RIPRAP PROPOSED FLARED END SECTION CO D N O R T H DDPROPERTY LINE 852851 85285285 1 8 5 2 852851 851 852 852 851851 85285285 1 8 5 2 852851 851 852 852 851850852849849850851851 852 851 850852852853 852 852 853 853 853852852853853852 852852 851 85385485 3 852851 852852 8518528 5 2852851 852 85 1 852 40' UTILITY EASEMENT PUBLIC TRAIL EASEMENT PROPERTY LINE FILTRATION BASIN 1 BOT: 843.50 24" SAND IE: 841.50 100-YR HWL: 848.94 855.42 G:855.19 G:855.12 G:855.09 G:855.04 G:855.01 G:855.08 G:855.58 G:855.31 G:855.08 G:855.01 G:854.75 G:854.69G:852.88 G:853.30 G:853.34 G:854.44 G:854.55 G:854.48 G:854.55 G:853.09 G:853.00 G:852.72 G:852.63 G:852.60 G:852.62 G:852.96 G:853.43 G:853.47 G:853.10 G:852.64 G:852.53 G:851.40 856.00 G:851.45 G:851.40 G:851.45 G:851.40 G:852.00 G:852.00 G:851.40 G:851.40 G:851.55 G:851.68 G:852.25 G:854.40 G:854.42 G:854.27 G:854.35 G:854.28 G:854.26 G:854.17 G:854.17 G:854.47 G:854.38G:854.35 G:854.06 G:853.96 G:853.70 G:853.35 G:852.71 852.39 G:852.18 G:852.39 853.09 G:852.82 856.00 G:851.76 G:852.15 G:852.40 G:853.31 G:855.14 G:855.21 G:855.42 856.00 852.70 853.65 852.92 852.94 G:854.56 G:854.53 G:854.54 G:854.55 G:854.27 G:854.51 G:851.73 G:852.70 G:852.70 853.95 855.81 855.89 855.92 855.85 855.81 855.81 854.44 854.40 852.75 852.65 852.64 852.68 852.68 853.15 853.81 853.73 853.06 852.59 852.60 851.56 852.07 852.12851.67 852.03 851.89 851.84 852.75 852.80 853.16 852.97 853.02 853.21 853.52 855.02 855.02 856.00 TW:856.00 TW:851.40 BW:852.00 BW:851.40 TW:856.00 BW:852.00 G:855.11 G:855.15 855.68 855.73 855.91 855.89 854.04 853.97 856.00 856.00 856.00 2.46%2.55%2.36%2.90%2.49% 2.41% 4.59 %2.29%3.46%2.37% 2.06% 2.04 %1.57%3.55%2.15%1.44%2.20%1.50%2.30%1.00%1.00%1.00%1.00%TW:851.40 BW:851.40 ME:852.39 ME:852.13 ME:851.75 ME:851.43 G:855.11 G:854.95 G:855.33 G:853.82 G:853.71 G:853.71 G:853.79 G:855.33 G:855.05 G:854.99 G:854.91G:854.87 G:854.59 G:854.03 G:853.96 G:853.90 G:853.85 G:853.71 G:853.59 ME:852.72 ME:852.62 ST-201 RE:853.60 IE:850.52 NE IE:843.94 SW ST-301 RE:853.60 IE:850.52 NE IE:843.93 SW ST-401 RE:854.35 IE:843.98 NE IE:843.98 W ST-402 RE:853.78 IE:844.76 NE IE:844.76 SW RD-1C IE:852.00 SW RD-1B IE:852.00 SW ST-101 RE:853.17 IE:844.29 N IE:-4.68 NE IE:844.29 S ST-102 RE:852.64 IE:845.71 NE IE:845.71 S ST-103 RE:852.60 IE:846.83 SE IE:846.83 SW ST-405 RE:850.42 IE:847.96 NE IE:847.96 SW IE:847.96 SE ST-104 RE:850.55 IE:847.91 NE IE:847.91 SW IE:847.91 NW ST-403 RE:851.14 IE:845.90 NW IE:845.90 NE IE:845.90 SWST-404 RE:850.39 IE:846.60 NW IE:846.60 NE IE:846.60 SW IE:846.60 SE RD-1E IE:848.50 NE OCS-1 SEE DETAIL ST-400 IE:843.50 E ST-100 IE:843.50 N ST-200 IE:843.50 NE ST-300 IE:843.50 NE MH-1 RE:852.09 IE:841.00 NW RD-1D IE:848.50 NE RD-1F IE:848.50 NE RD-1A IE:852.00 SW 78 LF - 36" RCP @ 0.64% 184 LF - 24" RCP @ 0.59% 189 LF - 24" RCP @ 0.59% 242 LF - 30" RCP @ 0.59% 134 LF - 36" RCP @ 0.59% 74 LF - 15" CMP @ 1152.71% 43 LF - 18" RCP @ 1.00% 44 LF - 18" RCP @ 1.00% 74 LF - 15" CMP @ 2.00% 74 LF - 15" CMP @ 2.00% 248 LF - 24" RCP @ 0.55% 130 LF - 30" RCP @ 0.55% 207 LF - 36" RCP @ 0.55% 143 LF - 36" RCP @ 0.55%88 LF - 42" RCP@ 0.55 % 100 LF - 15" RCP @ 0.59% 100 LF - 15" RCP @ 0.55% 100 LF - 15" RCP @ 1.90% BLDG: A 110,000 SF FFE: 856.00 TRUCK DOCK: 852.00 853 851 851 851 851 851 851 855 8 5 3 85 4 855853854856845 850 844 846 847 848 849 851 852 853 845 850 844 846 847 848 849 851 852 854 854 852852852852852 85 2 853853 85485485285285 3 852852 This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.SHEET NUMBER 2018 KIMLEY-HORN AND ASSOCIATES, INC.767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY-HORN.COMK:\TWC_LDEV\Scannell\brooklyn center - sears\3 Design\CAD\plansheets\C5.0-GRADING PLAN ENLARGEMENTS.dwg May 24, 2022 - 5:01pm©BYREVISIONSNo.DATEPRELIMINARY - NOT FOR CONSTRUCTIONPREPARED FORGRADING PLANC401NORTH 100BUSINESS PARKSCANNELL PROPERTIESBROOKLYN CENTERMNDATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION ANDTHAT I AM A DULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THE STATE OFMINNESOTA.MNLIC. NO.BRIAN M. WURDEMAN05/24/202253113DATECHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECT16084602105/24/2022AS SHOWNRAVRAVBMWPROPOSED STORM SEWER PROPOSED STORM SEWER PROPERTY LINE EXISTING CONTOUR PROPOSED CONTOUR925 PROPOSED SPOT ELEVATION100.00 LEGEND PROPOSED HIGH POINT ELEVATION HP:0.0 PROPOSED LOW POINT ELEVATION PROPOSED GUTTER ELEVATION PROPOSED TOP OF CURB ELEVATION PROPOSED FLUSH PAVEMENT ELEVATION LP:0.0 G:0.00 T:0.00 PROPOSED EMERGENCY OVERFLOW T/G:0.0 EOF:0.0 0.0%PROPOSED DRAINAGE DIRECTION 0.00%PROPOSED ADA SLOPE ME:0.0 MATCH EXISTING ELEVATION PROPOSED STORM MANHOLE (SOLID CASTING) PROPOSED STORM MANHOLE (ROUND INLET CASTING) PROPOSED STORM MANHOLE/ CATCH BASIN (CURB INLET CASTING) PROPOSED STORM SEWER CLENOUT PROPOSED RIPRAP PROPOSED FLARED END SECTION CO D SEE SHEET C402 NORTH DDD850 850850850851852850849 851850 850850850851852850849 851853852853853 852851 852 85 1 852 8 5 2 853851 849849 848848849848847845844843840 839 838 849851852 40' UTILITY EASEMENT PUBLIC TRAIL EASEMENT PROPERTY LINE PROPERTY LINE INFILTRATION BASIN 2 BOT: 849.00 100-YR HWL: 852.82 G:852.72 G:852.63 G:852.60 G:852.62 G:852.96 G:853.10 G:852.64 G:852.53 G:851.40 G:851.40G:851.40 G:852.00G:852.00 G:851.45 G:851.40 G:851.40 G:851.45 856.00 G:851.55 G:851.68 G:852.25 G:853.86 G:854.56 G:855.02 G:855.10 G:855.32 G:855.09 G:855.02 G:855.04 G:855.05 G:855.05 G:855.13 G:855.35 G:855.35 G:855.13 G:855.05 G:854.89 G:854.22 G:854.06 G:853.92 G:853.92 G:854.11 G:853.49 G:853.08 G:851.76 G:852.15 G:852.40 G:853.31 G:854.20 G:854.12 G:853.71 G:854.03 G:852.84 G:853.72 G:853.52 G:854.04 G:854.14 G:854.14 G:853.38 G:850.30 G:850.72 G:853.14 G:853.75G:853.86 G:854.04 G:853.37 G:853.36 G:853.83 G:854.02G:852.96 G:853.17 G:851.42 G:851.73 G:852.70 851.38 ME:849.84 851.43 TW:851.40 TW:856.00TW:856.00 BW:852.00 TW:851.40 BW:851.40 BW:852.00 BW:851.40 856.00 G:856.00 856.00 856.00 856.00 G:854.42 G:854.47 4.59 % 5.52% 2.59 % 1.13 %4.17%3:12.68%5.16%4.86%3:13:13.08%1.64%2.68% 3.69% 3.69%1.57%3.55%2.15%1.44%2.20%1.50%2.30%7.67%1.00%1.00%7.67%ME:849.39 ME:849.85 ME:852.56 ME:852.33 ME:852.39 ME:849.14 ME:848.41 ST-601 RE:853.37 IE:850.53 SW IE:849.23 NE ST-501 RE:853.36 IE:849.07 NW IE:850.52 SW IE:849.07 E ST-801 RE:853.53 IE:849.20 NE ST-504 RE:853.33 IE:850.50 NE ST-503 RE:853.33 IE:849.74 SW IE:849.74 SE ST-502 RE:854.42 IE:849.56 NW IE:849.56 SE ST-701 RE:853.52 IE:849.25 E RD-2F IE:852.00 SW RD-2E IE:852.00 NE RD-2D IE:852.00 NE ST-406 RE:852.42 IE:846.92 NE IE:846.92 SW ST-405 RE:850.42 IE:847.96 NE IE:847.96 SW IE:847.96 SE ST-104 RE:850.55 IE:847.91 NE IE:847.91 SW IE:847.91 NW ST-500 IE:849.00 W ST-403 RE:851.14 IE:845.90 NW IE:845.90 NE IE:845.90 SWST-404 RE:850.39 IE:846.60 NW IE:846.60 NE IE:846.60 SW IE:846.60 SE ST-600 IE:849.00 SW ST-700 IE:849.00 W OCS-2 SEE DETAIL ST-800 IE:849.00 SW ST-900 IE:849.00 SE ST-901 IE:849.00 NW MH-2 RE:850.30 IE:845.00 W RD-2A IE:848.50 SW RD-2C IE:848.50 SW RD-2B IE:848.50 SW 50 LF - 18" RCP @ 7.94%64 LF - 15" RCP @ 0.00% 20 LF - 18" RCP @ 1.00%25 LF - 18" RCP @ 1.00% 23 LF - 18" RCP @ 1.00% 21 LF - 30" RCP @ 0.35% 216 LF - 15" RCP @ 0.35% 50 LF - 18" RCP @ 0.35% 138 LF - 18" RCP @ 0.35% 74 LF - 15" RCP @ 2.00% 74 LF - 15" RCP @ 2.00% 98 LF - 15" RCP @ 5.17% 184 LF - 24" RCP @ 0.59% 248 LF - 24" RCP @ 0.55% 130 LF - 30" RCP @ 0.55% 186 LF - 15" RCP @ 0.55% 100 LF - 15" RCP @ 0.59% 100 LF - 15" RCP @ 0.54% 100 LF - 15" RCP @ 1.90% INFILTRATION BASIN 2 BOT: 849.00 100-YR HWL: 852.82 BLDG: B 120,000 SF FFE: 856.00 TRUCK DOCK: 852.00 850 850 849 851 851 852 852853 855855 853854854 854854856856 855854854854856855 853 854 851 851 851 851 851 851 855 85285285 3 854 850 84 9 851 852852852853853853853854854 850 849 851852853854 G:854.88 This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.SHEET NUMBER 2018 KIMLEY-HORN AND ASSOCIATES, INC.767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY-HORN.COMK:\TWC_LDEV\Scannell\brooklyn center - sears\3 Design\CAD\plansheets\C5.0-GRADING PLAN ENLARGEMENTS.dwg May 24, 2022 - 5:01pm©BYREVISIONSNo.DATEPRELIMINARY - NOT FOR CONSTRUCTION0.0%PROPOSED DRAINAGE DIRECTION 0.00%PROPOSED ADA SLOPE PREPARED FORGRADING PLANC402NORTH 100BUSINESS PARKSCANNELL PROPERTIESBROOKLYN CENTERMNDATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION ANDTHAT I AM A DULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THE STATE OFMINNESOTA.MNLIC. NO.BRIAN M. WURDEMAN05/24/202253113DATECHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECT16084602105/24/2022AS SHOWNRAVRAVBMWPROPOSED STORM SEWER PROPOSED STORM SEWER PROPERTY LINE EXISTING CONTOUR PROPOSED CONTOUR925 PROPOSED SPOT ELEVATION100.00 LEGEND PROPOSED HIGH POINT ELEVATION HP:0.0 PROPOSED LOW POINT ELEVATION PROPOSED GUTTER ELEVATION PROPOSED TOP OF CURB ELEVATION PROPOSED FLUSH PAVEMENT ELEVATION LP:0.0 G:0.00 T:0.00 PROPOSED EMERGENCY OVERFLOW T/G:0.0 EOF:0.0 ME:0.0 MATCH EXISTING ELEVATION PROPOSED STORM MANHOLE (SOLID CASTING) PROPOSED STORM MANHOLE (ROUND INLET CASTING) PROPOSED STORM MANHOLE/ CATCH BASIN (CURB INLET CASTING) PROPOSED STORM SEWER CLENOUT PROPOSED RIPRAP PROPOSED FLARED END SECTION CO D SEE SHEET C401 NORTH This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.SHEET NUMBER 2018 KIMLEY-HORN AND ASSOCIATES, INC.767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY-HORN.COMK:\TWC_LDEV\Scannell\brooklyn center - sears\3 Design\CAD\plansheets\C5-GRADING DETAILS.dwg May 24, 2022 - 5:01pmBYREVISIONSNo.DATEPRELIMINARY - NOT FOR CONSTRUCTIONPREPARED FORGRADING DETAILSC403NORTH 100BUSINESS PARKSCANNELL PROPERTIESBROOKLYN CENTERMNDATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION ANDTHAT I AM A DULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THE STATE OFMINNESOTA.MNLIC. NO.BRIAN M. WURDEMAN05/24/202253113DATECHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECT16084602105/24/2022AS SHOWNRAVRAVBMW3:1 MA X BASIN BOTTOM: 843.50 3:1 M A X OUTLET CONTROL STRUCTURE 1 (OCS1) BMP #1 SURFACE FILTRATION BASIN SECTION N.T.S. SAND IE: 841.50 24" ENGINEERED SOIL MEDIA. FILTER TOPSOIL BORROW, MODIFIED TO HAVE A MIXTURE BY VOLUME OF 80% SAND COVER "FINE AGGREGATE FOR PORTLAND CEMENT CONCRETE" AND 20% COMPOST. CONTRACTOR IS TO NOT COMPACT FILTRATION BASIN. 100-YR HWL: 848.94 1.5'6" DRAINTILE (DRAINTILE TO DISCHARGE ON OUTLET SIDE OF WEIR WALL) IE: VARIES NATIVE SOILS 0.5'PLACE DRAINTILE 6" ABOVE BOTTOM OF ENGINEERED MEDIA SECTION PROVIDE IMPERMEABLE LINER SEPARATION FROM SAND MEDIA AND EXISTING SUBGRADE/GROUNDWATER, LINER TO BE 30 MIL AND MEET ASTM D-4833, ASTM D-412, AND ASTM D-624; PROVIDE GEOTEXTILE FABRIC TO PROTECT LINER FROM PUNCTURE. OUTLET CONTROL STRUCTURE 1 (OCS-1) ALL JOINTS IN MANHOLE TO HAVE "O" RING RUBBER GASKET PLAN OUTLET FLOW MANHOLE STEPS, 16" O.C. PRECAST CONCRETE MANHOLE BASE PRECAST CONCRETE MANHOLE SECTION 48" DIA. FLOW SECTION A-A PIPE SHALL BE CUT FLUSH WITH INSIDE FACE OF WALL 6" 48" DIA. FLOW FLOW OUTLET 36" IE: 841.50 TOP OF WEIR IE: 846.50 IE: 843.50 36" INLET INLET RIM ELEV: 848.00 OUTLET CONTROL STRUCTURE 2 (OCS-2) ALL JOINTS IN MANHOLE TO HAVE "O" RING RUBBER GASKET PLAN OUTLET FLOW MANHOLE STEPS, 16" O.C. PRECAST CONCRETE MANHOLE BASE PRECAST CONCRETE MANHOLE SECTION 48" DIA. SECTION B-B PIPE SHALL BE CUT FLUSH WITH INSIDE FACE OF WALL 6" 60" DIA. FLOW OUTLET IE: 849.00 18" RIM ELEV: 852.00 6" DT IE: 842.00 BLDG: A 110,000 SF FFE: 856.00 TRUCK DOCK: 852.00 BLDG: B 120,000 SF FFE: 856.00 TRUCK DOCK: 852.00 SEE SHEET C502 STORMWATER MANAGEMENT STORMWATER MANAGEMENT PROPERTY LINE PROPERTY LINE PROPERTY LINE PROPERTY LINE 25' BUILDING SETBACK 15' PARKING SETBACK 15' PARKING SETBACK 30' BUILDING SETBACK 10' BUILDING SETBACK 15' PARKING SETBACK 40' BUILDING SETBACK 40' UTILITY EASEMENT PUBLIC TRAIL EASEMENT PUBLIC TRAIL EASEMENT 40' UTILITY EASEMENT PUBLIC TRAIL EASEMENT SEE SHEET C501 This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.SHEET NUMBER 2018 KIMLEY-HORN AND ASSOCIATES, INC.767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY-HORN.COMK:\TWC_LDEV\Scannell\brooklyn center - sears\3 Design\CAD\plansheets\C6-UTILITY PLAN.dwg May 24, 2022 - 5:01pmBYREVISIONSNo.DATEPRELIMINARY - NOT FOR CONSTRUCTIONPREPARED FOROVERALL UTILITYPLANC500NORTH 100 BUSINESSPARKSCANNELL PROPERTIESBROOKLYN CENTERMNDATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION ANDTHAT I AM A DULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THE STATE OFMINNESOTA.MNLIC. NO.BRIAN M. WURDEMAN05/24/202253113DATECHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECT16084602105/24/2022AS SHOWNRAVRAVBMWUTILITY PLAN NOTES 1.ALL FILL MATERIAL IS TO BE IN PLACE, AND COMPACTED BEFORE INSTALLATION OF PROPOSED UTILITIES. 2.SANITARY SEWER PIPE SHALL BE AS FOLLOWS: 8" PVC SDR35 PER ASTM D-3034, FOR PIPES LESS THAN 12' DEEP 8" PVC SDR26 PER ASTM D-3034, FOR PIPES MORE THAN 12' DEEP 6" PVC SCHEDULE 40 PER ASTM D-1785 DUCTILE IRON PIPE PER AWWA C150 3.WATER LINES SHALL BE AS FOLLOWS: 6" AND LARGER, PVC C-900 PER ASTM D 2241 CLASS 200 UNDER COUNTY ROADS, OTHERWISE CLASS 150 4" AND LARGER DUCTILE IRON PIPE PER AWWA C150 SMALLER THAN 3" PIPING SHALL BE COPPER TUBE TYPE "K" PER ANSI 816.22 OR PVC, 200 P.S.I., PER ASTM D1784 AND D2241. 4.MINIMUM TRENCH WIDTH SHALL BE 2 FEET. 5.ALL WATER JOINTS ARE TO BE MECHANICAL JOINTS WITH RESTRAINTS SUCH AS THRUST BLOCKING, WITH STAINLESS STEEL OR COBALT BLUE BOLTS, OR AS INDICATED IN THE CITY SPECIFICATIONS AND PROJECT DOCUMENTS. 6.ALL UTILITIES SHOULD BE KEPT TEN (10') APART (PARALLEL) OR WHEN CROSSING 18" VERTICAL CLEARANCE (OUTSIDE EDGE OF PIPE TO OUTSIDE EDGE OF PIPE OR STRUCTURE). 7.CONTRACTOR SHALL MAINTAIN A MINIMUM OF 7'-5" COVER ON ALL WATERLINES. 8.IN THE EVENT OF A VERTICAL CONFLICT BETWEEN WATER LINES, SANITARY LINES, STORM LINES AND GAS LINES, OR ANY OBSTRUCTION (EXISTING AND PROPOSED), THE SANITARY LINE SHALL BE SCH. 40 OR C900 WITH MECHANICAL JOINTS AT LEAST 10 FEET ON EITHER SIDE OF THE CENTER LINE OF THE CROSSING. THE WATER LINE SHALL HAVE MECHANICAL JOINTS WITH APPROPRIATE FASTENERS AS REQUIRED TO PROVIDE A MINIMUM OF 18" VERTICAL SEPARATION. MEETING REQUIREMENTS OF ANSI A21.10 OR ANSI 21.11 (AWWA C-151) (CLASS 50). 9.LINES UNDERGROUND SHALL BE INSTALLED, INSPECTED AND APPROVED BEFORE BACKFILLING. 10.TOPS OF MANHOLES SHALL BE RAISED AS NECESSARY TO BE FLUSH WITH PROPOSED PAVEMENT ELEVATIONS, AND TO BE ONE FOOT ABOVE FINISHED GROUND ELEVATIONS, IN GREEN AREAS, WITH WATERTIGHT LIDS. 11.ALL CONCRETE FOR ENCASEMENTS SHALL HAVE A MINIMUM 28 DAY COMPRESSION STRENGTH AT 3000 P.S.I. 12.EXISTING UTILITIES SHALL BE VERIFIED IN FIELD PRIOR TO INSTALLATION OF ANY NEW LINES. 13.REFER TO INTERIOR PLUMBING DRAWINGS FOR TIE-IN OF ALL UTILITIES. 14.CONTRACTOR IS RESPONSIBLE FOR COMPLYING TO THE SPECIFICATIONS OF THE CITY OF BROOKLYN CENTER AND/OR STATE OF MN WITH REGARDS TO MATERIALS AND INSTALLATION OF THE WATER AND SEWER LINES. 15.THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES, AND WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANIES AT LEAST 72 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. 16.CONTRACTOR IS RESPONSIBLE FOR ALL NECESSARY INSPECTIONS AND/OR CERTIFICATIONS REQUIRED BY CODES AND/OR UTILITY SERVICE COMPANIES. 17.CONTRACTOR SHALL COORDINATE WITH ALL UTILITY COMPANIES FOR INSTALLATION REQUIREMENTS AND SPECIFICATIONS. 18.CONTRACTOR SHALL REFERENCE ARCH / MEP PLANS FOR SITE LIGHTING AND ELECTRICAL PLAN. 19.BACKFLOW DEVICES (DDCV AND PRZ ASSEMBLIES) AND METERS ARE LOCATED IN THE INTERIOR OF THE BUILDING. REF. ARCH / MEP PLANS. 20.ALL ONSITE WATERMAINS AND SANITARY SEWERS SHALL BE PRIVATELY OWNED AND MAINTAINED. 21.ALL WATERMAIN STUBOUTS SHALL BE MECHANICALLY RESTRAINED WITH REACTION BLOCKING. SANITARY SEWER MANHOLE STORM SEWER SANITARY SEWER WATERMAIN GATE VALVE HYDRANT TEE REDUCER UNDERGROUND ELECTRIC TELEPHONE GAS MAIN STORM SEWER LEGEND CO SANITARY CLEANOUTCO EXISTING PROPOSED N O R T H STORMWATER MANAGEMENT PROPERTY LINE PROPERTY LINE 15' PARKING SETBACK 30' BUILDING SETBACK 10' BUILDING SETBACK 40' UTILITY EASEMENT PUBLIC TRAIL EASEMENT PUBLIC TRAIL EASEMENT CONNECT TO EXISTING WATERMAIN. COORDINATE WITH WATER PROVIDER. FIRE HYDRANT 6" GATE VALVE 8" x 6" TEE 8" 45 DEG BEND 8" 45 DEG BEND 8" 45 DEG BEND 8" x 8" TEE8" x 8" TEE 8" x 8" TEE 8" WATER SERVICE 8" x 6" TEE 6" GATE VALVE FIRE HYDRANT 8" x 8" TEE 8" x 6" TEE 6" GATE VALVE FIRE HYDRANT 8" 45 DEG BEND BUILDING A CONNECTION IE:846.00 SW SS-2 RE:848.53 IE:845.18 NE IE:845.08 SE SS-1 RE:843.29 IE:839.94 NW IE:839.84 SW CONNECT TO EXISTING PIPE CONTRACTOR TO VERIFY IN FIELD RE:841.53 IE:838.18 NE 49 LF - 6" PVC @ 1.69% 304 LF - 6" PVC @ 1.69% 98 LF - 6" PVC @ 1.69% BLDG: A 110,000 SF FFE: 856.00 TRUCK DOCK: 852.00 This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.SHEET NUMBER 2018 KIMLEY-HORN AND ASSOCIATES, INC.767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY-HORN.COMK:\TWC_LDEV\Scannell\brooklyn center - sears\3 Design\CAD\plansheets\C6.1-UTILITY PLAN ENLARGEMENTS.dwg May 24, 2022 - 5:01pmBYREVISIONSNo.DATEPRELIMINARY - NOT FOR CONSTRUCTIONPREPARED FORUTILITY PLANC501NORTH 100BUSINESS PARKSCANNELL PROPERTIESBROOKLYN CENTERMNDATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION ANDTHAT I AM A DULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THE STATE OFMINNESOTA.MNLIC. NO.BRIAN M. WURDEMAN05/24/202253113DATECHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECT16084602105/24/2022AS SHOWNRAVRAVBMWSANITARY SEWER MANHOLE STORM SEWER SANITARY SEWER WATERMAIN GATE VALVE HYDRANT TEE REDUCER UNDERGROUND ELECTRIC TELEPHONE GAS MAIN STORM SEWER LEGEND CO SANITARY CLEANOUTCO EXISTING PROPOSED SEE SHEET C502 NORTH STORMWATER MANAGEMENT PROPERTY LINE PROPERTY LINE 25' BUILDING SETBACK 15' PARKING SETBACK 15' PARKING SETBACK 40' BUILDING SETBACK 40' UTILITY EASEMENT PUBLIC TRAIL EASEMENT CONNECT TO EXISTING WATERMAIN. COORDINATE WITH WATER PROVIDER. CONNECT TO EXISTING WATERMAIN. COORDINATE WITH WATER PROVIDER. 8" 45 DEG BEND 8" 45 DEG BEND 8" x 6" TEE 6" GATE VALVE FIRE HYDRANT 8" x 8" TEE8" x 8" TEE 8" x 8" TEE 8" WATER SERVICE 8" x 8" TEE 8" x 6" TEE 6" GATE VALVE FIRE HYDRANT BULDING B CONNECTION IE:846.00 NE CONNECT TO EXISTING MH CONTRACTOR TO VERIFY IN FIELD IE:843.56 SW 121 LF - 6" PVC @ 2.02% BLDG: B 120,000 SF FFE: 856.00 TRUCK DOCK: 852.00 This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.SHEET NUMBER 2018 KIMLEY-HORN AND ASSOCIATES, INC.767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY-HORN.COMK:\TWC_LDEV\Scannell\brooklyn center - sears\3 Design\CAD\plansheets\C6.1-UTILITY PLAN ENLARGEMENTS.dwg May 24, 2022 - 5:01pmBYREVISIONSNo.DATEPRELIMINARY - NOT FOR CONSTRUCTIONCO SANITARY CLEANOUTCO EXISTING PROPOSED PREPARED FORUTILITY PLANC502NORTH 100BUSINESS PARKSCANNELL PROPERTIESBROOKLYN CENTERMNDATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION ANDTHAT I AM A DULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THE STATE OFMINNESOTA.MNLIC. NO.BRIAN M. WURDEMAN05/24/202253113DATECHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECT16084602105/24/2022AS SHOWNRAVRAVBMWSANITARY SEWER MANHOLE STORM SEWER SANITARY SEWER WATERMAIN GATE VALVE HYDRANT TEE REDUCER UNDERGROUND ELECTRIC TELEPHONE GAS MAIN STORM SEWER LEGEND SEE SHEET C501 NORTH This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.SHEET NUMBER 2018 KIMLEY-HORN AND ASSOCIATES, INC.767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY-HORN.COMK:\TWC_LDEV\Scannell\brooklyn center - sears\3 Design\CAD\plansheets\C6-UTILITY DETAILS.dwg May 24, 2022 - 5:01pmBYREVISIONSNo.DATEPRELIMINARY - NOT FOR CONSTRUCTIONPREPARED FORUTILITY DETAILSC603NORTH 100BUSINESS PARKSCANNELL PROPERTIESBROOKLYNCENTERMNDATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION ANDTHAT I AM A DULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THE STATE OFMINNESOTA.MNLIC. NO.BRIAN M. WURDEMAN05/24/202253113DATECHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECT16084602105/24/2022AS SHOWNRAVRAVBMW This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.SHEET NUMBER 2018 KIMLEY-HORN AND ASSOCIATES, INC.767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY-HORN.COMK:\TWC_LDEV\Scannell\brooklyn center - sears\3 Design\CAD\plansheets\C6-UTILITY DETAILS.dwg May 24, 2022 - 5:01pmBYREVISIONSNo.DATEPRELIMINARY - NOT FOR CONSTRUCTIONPREPARED FORUTILITY DETAILSC604NORTH 100BUSINESS PARKSCANNELL PROPERTIESBROOKLYNCENTERMNDATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION ANDTHAT I AM A DULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THE STATE OFMINNESOTA.MNLIC. NO.BRIAN M. WURDEMAN05/24/202253113DATECHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECT16084602105/24/2022AS SHOWNRAVRAVBMW CONIFEROUS TREE CODE QTY BOTANICAL NAME COMMON NAME CONT CAL/SIZE BHS 19 PICEA DENSATA BLACK HILLS SPRUCE B & B WHP 19 PINUS STROBUS WHITE PINE B & B 6` HT. ORNAMENTAL TREE CODE QTY BOTANICAL NAME COMMON NAME CONT CAL/SIZE PRC 29 MALUS IOENSIS `PRAIRIE ROSE`PRAIRIE ROSE CRABAPPLE B & B 1.5" CAL. QUA 8 POPULUS TREMULOIDES QUAKING ASPEN CLUMP B & B 2" CAL. RVB 13 BETULA NIGRA RIVER BIRCH CLUMP B & B OVERSTORY TREE CODE QTY BOTANICAL NAME COMMON NAME CONT CAL/SIZE ABM 11 ACER X FREEMANII `AUTUMN BLAZE`AUTUMN BLAZE MAPLE B & B 2.5" CAL. CHB 10 CELTIS OCCIDENTALIS COMMON HACKBERRY B & B 2.5" CAL. NAH 9 GLEDITSIA TRIACANTHOS INERMIS 'HARVE' TM NORTHERN ACCLAIM HONEY LOCUST B & B 2.5" CAL. SWO 14 QUERCUS BICOLOR SWAMP WHITE OAK B & B 2.5" CAL. CONIFEROUS SHRUBS CODE QTY BOTANICAL NAME COMMON NAME CONT SPACING SGJ 51 JUNIPERUS CHINENSIS `SEA GREEN`SEA GREEN JUNIPER #5 CONT.5` O.C. TTY 24 TAXUS X MEDIA `TAUNTONII`TAUTON YEW #5 CONT.5` O.C. DECIDUOUS SHRUBS CODE QTY BOTANICAL NAME COMMON NAME CONT SPACING ABH 44 HYDRANGEA ARBORESCENS 'ANNABELLE'ANNABELLE HYDRANGEA #5 CONT.4` O.C. AFD 14 CORNUS SERICEA `ARCTIC FIRE'ARCTIC FIRE DOGWOOD #5 CONT.5` O.C. GLS 25 RHUS AROMATICA `GRO-LOW`GRO-LOW FRAGRANT SUMAC #5 CONT.5` O.C. MCS 60 SPIRAEA JAPONICA 'MAGIC CARPET'MAGIC CARPET SPIREA #5 CONT.2` O.C. SFS 69 SORBARIA SORBIFOLIA 'SEM'SEM ASH LEAF SPIREA #5 CONT.3` O.C. TWN 57 PHYSOCARPUS OPULIFOLIUS 'SMPOTW'TINY WINE NINEBARK #5 CONT.4` O.C. PERENNIALS CODE QTY BOTANICAL NAME COMMON NAME CONT. SPACING AJS 210 SEDUM X `AUTUMN JOY`AUTUMN JOY SEDUM #1 CONT.20" O.C. BES 171 RUDBECKIA FULGIDA `GOLDSTURM`BLACK-EYED SUSAN #1 CONT.20" O.C. SDD 34 HEMEROCALLIS X `STELLA DE ORO`STELLA DE ORO DAYLILY #1 CONT.18" O.C. PLANT SCHEDULE SEE SHEET L102 SEE SHEET L101 BLDG: A 110,000 SF FFE:856.00 TRUCK DOCK:852.00 BLDG: B 120,000 SF FFE:856.00 TRUCK DOCK:852.00 LANDSCAPE LEGEND EXISTING DECIDUOUS TREE (TYP.) EXISTING CONIFEROUS TREE (TYP.) EXISTING SHRUB (TYP.) EDGER (TYP.) APPROXIMATE LIMITS OF SOD / IRRIGATION, SOD ALL DISTURBED AREAS (TYP.) SEED/ SOD EDGE (TYP.) ROCK MULCH (TYP.)This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.SHEET NUMBER 2018 KIMLEY-HORN AND ASSOCIATES, INC.767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY-HORN.COMK:\TWC_LDEV\Scannell\brooklyn center - sears\3 Design\CAD\plansheets\L1-LANDSCAPE PLAN.dwg May 24, 2022 - 5:02pmBYREVISIONSNo.DATEPRELIMINARY - NOT FOR CONSTRUCTIONPREPARED FOROVERALLLANDSCAPE PLANL100NORTH 100BUSINESS PARKSCANNELL PROPERTIESBROOKLYN CENTERMNDATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION ANDTHAT I AM A DULY LICENSED PROFESSIONALLANDSCAPE ARCHITECT UNDER THE LAWS OFTHE STATE OF MINNESOTA.MNLIC. NO.KATHERINE M. LEISE, PLA05/24/202258959DATECHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECT16084602105/24/2022AS SHOWNKMLKMLKMLLANDSCAPE POINTS CATEGORY: LIGHT INDUSTRIAL SITE AREA: 15.3 AC LANDSCAPE POINTS REQUIRED: 915 POINTS = (2 AC @ 75 POINTS) + (10 AC @ 60 POINTS) + (3.3 AC @ 50 POINTS) 915 POINTS = 150 POINTS + 600 POINTS + 165 POINTS LANDSCAPE REQUIREMENTS NORTHLANDSCAPE POINTS PROVIDED CATEGORY POINTS PROVIDED % TOTAL POINTS SHADE TREES 440 = 44 TREES AT 10 POINTS EACH 48% (50% MAX. ALLOWED) CONIFEROUS TREES 228 = 38 TREES AT 6 POINTS EACH 25% (40% MAX. ALLOWED) DECORATIVE TREES 75 = 50 TREES AT 1.5 POINTS EACH 8% (35% MAX. ALLOWED) SHRUBS 172 = 344 SHRUBS AT 0.5 POINTS EACH 19% (25% MAX. ALLOWED) TOTAL PROVIDED:915 POINTS 100% A B B B B B C 35-241 33-261 35-241 D D D D D D D D A A A A B A B D D E E E E F I H G D D BLDG: A 110,000 SF FFE:856.00 TRUCK DOCK:852.00 LANDSCAPE LEGEND EXISTING DECIDUOUS TREE (TYP.) EXISTING CONIFEROUS TREE (TYP.) EXISTING SHRUB (TYP.) EDGER (TYP.) APPROXIMATE LIMITS OF SOD / IRRIGATION, SOD ALL DISTURBED AREAS (TYP.) SEED/ SOD EDGE (TYP.) ROCK MULCH (TYP.) A A B C D E F LANDSCAPE KEYNOTES EDGER (TYP.) DOUBLE SHREDDED HARDWOOD MULCH (TYP.) ROCK MULCH (TYP.) SOD (TYP.) MAINTENANCE STRIP (TYP.) PICNIC TABLE - SEE DETAIL 1 SHEET L104 TRASH AND RECYCLING RECEPTACLES - SEE DETAIL 2 SHEET L104 BENCH - SEE DETAIL 3 SHEET L104 BISTRO TABLE AND CHAIRS - SEE DETAILS 4 AND 5 SHEET L104 G H I SEEDING KEYNOTES SEED WITH MNDOT 33-261: STORMWATER SOUTH & WEST SEED MIX (TYP.) SEED WITH MNDOT 35-241: MESIC PRAIRIE GENERAL SEED MIX (TYP.) 33-261 35-241 22-112 CONIFEROUS TREE CODE BOTANICAL NAME COMMON NAME BHS PICEA DENSATA BLACK HILLS SPRUCE WHP PINUS STROBUS WHITE PINE ORNAMENTAL TREE CODE BOTANICAL NAME COMMON NAME PRC MALUS IOENSIS `PRAIRIE ROSE`PRAIRIE ROSE CRABAPPLE QUA POPULUS TREMULOIDES QUAKING ASPEN CLUMP RVB BETULA NIGRA RIVER BIRCH CLUMP OVERSTORY TREE CODE BOTANICAL NAME COMMON NAME ABM ACER X FREEMANII `AUTUMN BLAZE`AUTUMN BLAZE MAPLE CHB CELTIS OCCIDENTALIS COMMON HACKBERRY NAH GLEDITSIA TRIACANTHOS INERMIS 'HARVE' TM NORTHERN ACCLAIM HONEY LOCUST SWO QUERCUS BICOLOR SWAMP WHITE OAK CONIFEROUS SHRUBS CODE BOTANICAL NAME COMMON NAME SGJ JUNIPERUS CHINENSIS `SEA GREEN`SEA GREEN JUNIPER TTY TAXUS X MEDIA `TAUNTONII`TAUTON YEW DECIDUOUS SHRUBS CODE BOTANICAL NAME COMMON NAME ABH HYDRANGEA ARBORESCENS 'ANNABELLE'ANNABELLE HYDRANGEA AFD CORNUS SERICEA `ARCTIC FIRE'ARCTIC FIRE DOGWOOD GLS RHUS AROMATICA `GRO-LOW`GRO-LOW FRAGRANT SUMAC MCS SPIRAEA JAPONICA 'MAGIC CARPET'MAGIC CARPET SPIREA SFS SORBARIA SORBIFOLIA 'SEM'SEM ASH LEAF SPIREA TWN PHYSOCARPUS OPULIFOLIUS 'SMPOTW'TINY WINE NINEBARK PERENNIALS CODE BOTANICAL NAME COMMON NAME AJS SEDUM X `AUTUMN JOY`AUTUMN JOY SEDUM BES RUDBECKIA FULGIDA `GOLDSTURM`BLACK-EYED SUSAN SDD HEMEROCALLIS X `STELLA DE ORO`STELLA DE ORO DAYLILY This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.SHEET NUMBER 2018 KIMLEY-HORN AND ASSOCIATES, INC.767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY-HORN.COMK:\TWC_LDEV\Scannell\brooklyn center - sears\3 Design\CAD\plansheets\L1.1-LANDSCAPE PLAN ENLARGEMENTS.dwg May 24, 2022 - 5:02pmBYREVISIONSNo.DATEPRELIMINARY - NOT FOR CONSTRUCTIONPREPARED FORLANDSCAPE PLANL101NORTH 100BUSINESS PARKSCANNELL PROPERTIESBROOKLYN CENTERMNDATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION ANDTHAT I AM A DULY LICENSED PROFESSIONALLANDSCAPE ARCHITECT UNDER THE LAWS OFTHE STATE OF MINNESOTA.MNLIC. NO.KATHERINE M. LEISE, PLA05/24/202258959DATECHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECT16084602105/24/2022AS SHOWNKMLKMLKMLSEE SHEET L102 NORTHPLANT KEY PLANT KEY A B E A B A B A B B A C 33-261 D D D D D D 33-261 D D E B A D E E E B A D D BLDG: B 120,000 SF FFE:856.00 TRUCK DOCK: 852.00 LANDSCAPE LEGEND EXISTING DECIDUOUS TREE (TYP.) EXISTING CONIFEROUS TREE (TYP.) EXISTING SHRUB (TYP.) EDGER (TYP.) APPROXIMATE LIMITS OF SOD / IRRIGATION, SOD ALL DISTURBED AREAS (TYP.) SEED/ SOD EDGE (TYP.) ROCK MULCH (TYP.) A A B C D E F LANDSCAPE KEYNOTES EDGER (TYP.) DOUBLE SHREDDED HARDWOOD MULCH (TYP.) ROCK MULCH (TYP.) SOD (TYP.) MAINTENANCE STRIP (TYP.) PICNIC TABLE - SEE DETAIL 1 SHEET L104 TRASH AND RECYCLING RECEPTACLES - SEE DETAIL 2 SHEET L104 BENCH - SEE DETAIL 3 SHEET L104 BISTRO TABLE AND CHAIRS - SEE DETAILS 4 AND 5 SHEET L104 G H I SEEDING KEYNOTES SEED WITH MNDOT 33-261: STORMWATER SOUTH & WEST SEED MIX (TYP.) SEED WITH MNDOT 35-241: MESIC PRAIRIE GENERAL SEED MIX (TYP.) 33-261 35-241 22-112 CONIFEROUS TREE CODE BOTANICAL NAME COMMON NAME BHS PICEA DENSATA BLACK HILLS SPRUCE WHP PINUS STROBUS WHITE PINE ORNAMENTAL TREE CODE BOTANICAL NAME COMMON NAME PRC MALUS IOENSIS `PRAIRIE ROSE`PRAIRIE ROSE CRABAPPLE QUA POPULUS TREMULOIDES QUAKING ASPEN CLUMP RVB BETULA NIGRA RIVER BIRCH CLUMP OVERSTORY TREE CODE BOTANICAL NAME COMMON NAME ABM ACER X FREEMANII `AUTUMN BLAZE`AUTUMN BLAZE MAPLE CHB CELTIS OCCIDENTALIS COMMON HACKBERRY NAH GLEDITSIA TRIACANTHOS INERMIS 'HARVE' TM NORTHERN ACCLAIM HONEY LOCUST SWO QUERCUS BICOLOR SWAMP WHITE OAK CONIFEROUS SHRUBS CODE BOTANICAL NAME COMMON NAME SGJ JUNIPERUS CHINENSIS `SEA GREEN`SEA GREEN JUNIPER TTY TAXUS X MEDIA `TAUNTONII`TAUTON YEW DECIDUOUS SHRUBS CODE BOTANICAL NAME COMMON NAME ABH HYDRANGEA ARBORESCENS 'ANNABELLE'ANNABELLE HYDRANGEA AFD CORNUS SERICEA `ARCTIC FIRE'ARCTIC FIRE DOGWOOD GLS RHUS AROMATICA `GRO-LOW`GRO-LOW FRAGRANT SUMAC MCS SPIRAEA JAPONICA 'MAGIC CARPET'MAGIC CARPET SPIREA SFS SORBARIA SORBIFOLIA 'SEM'SEM ASH LEAF SPIREA TWN PHYSOCARPUS OPULIFOLIUS 'SMPOTW'TINY WINE NINEBARK PERENNIALS CODE BOTANICAL NAME COMMON NAME AJS SEDUM X `AUTUMN JOY`AUTUMN JOY SEDUM BES RUDBECKIA FULGIDA `GOLDSTURM`BLACK-EYED SUSAN SDD HEMEROCALLIS X `STELLA DE ORO`STELLA DE ORO DAYLILY This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.SHEET NUMBER 2018 KIMLEY-HORN AND ASSOCIATES, INC.767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY-HORN.COMK:\TWC_LDEV\Scannell\brooklyn center - sears\3 Design\CAD\plansheets\L1.1-LANDSCAPE PLAN ENLARGEMENTS.dwg May 24, 2022 - 5:02pmBYREVISIONSNo.DATEPRELIMINARY - NOT FOR CONSTRUCTIONPREPARED FORLANDSCAPE PLANL102NORTH 100BUSINESS PARKSCANNELL PROPERTIESBROOKLYN CENTERMNDATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION ANDTHAT I AM A DULY LICENSED PROFESSIONALLANDSCAPE ARCHITECT UNDER THE LAWS OFTHE STATE OF MINNESOTA.MNLIC. NO.KATHERINE M. LEISE, PLA05/24/202258959DATECHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECT16084602105/24/2022AS SHOWNKMLKMLKMLSEE SHEET L101 NORTHPLANT KEY This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.SHEET NUMBER 2018 KIMLEY-HORN AND ASSOCIATES, INC.767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY-HORN.COMK:\TWC_LDEV\Scannell\brooklyn center - sears\3 Design\CAD\plansheets\L1-LANDSCAPE DETAILS.dwg May 24, 2022 - 5:02pmBYREVISIONSNo.DATEPRELIMINARY - NOT FOR CONSTRUCTIONPREPARED FORLANDSCAPEDETAILSL103NORTH 100BUSINESS PARKSCANNELL PROPERTIESBROOKLYN CENTERMNDATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION ANDTHAT I AM A DULY LICENSED PROFESSIONALLANDSCAPE ARCHITECT UNDER THE LAWS OFTHE STATE OF MINNESOTA.MNLIC. NO.KATHERINE M. LEISE, PLA05/24/202258959DATECHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECT16084602105/24/2022AS SHOWNKMLKMLKMLDOUBLE SHREDDED HARDWOOD MULCH NOTES: 2X ROOT BALL WIDTH SOD 4" TOPSOIL PREPARED PLANTING BED AND BACKFILL SOIL (THOROUGHLY LOOSENED) NOTES: 1.SCARIFY SIDES AND BOTTOM OF HOLE. 2.PROCEED WITH CORRECTIVE PRUNING OF TOP AND ROOT. 3.REMOVE CONTAINER AND SCORE OUTSIDE OF SOIL MASS TO REDIRECT AND PREVENT CIRCLING FIBROUS ROOTS. REMOVE OR CORRECT STEM GIRDLING ROOTS. 4.PLUMB AND BACKFILL WITH PLANTING SOIL. 5.WATER THOROUGHLY WITHIN 2 HOURS TO SETTLE PLANTS AND FILL VOIDS. 6.BACK FILL VOIDS AND WATER SECOND TIME. 7.PLACE MULCH WITHIN 48 HOURS OF THE SECOND WATERING UNLESS SOIL MOISTURE IS EXCESSIVE. 8.MIX IN 3-4" OF ORGANIC COMPOST. 1.SCARIFY SIDES AND BOTTOM OF HOLE. 2.PROCEED WITH CORRECTIVE PRUNING. 3.SET PLANT ON UNDISTURBED NATIVE SOIL OR THOROUGHLY COMPACTED PLANTING SOIL. INSTALL PLANT SO THE ROOT FLARE IS AT OR UP TO 2" ABOVE THE FINISHED GRADE WITH BURLAP AND WIRE BASKET, (IF USED), INTACT. 4.SLIT REMAINING TREATED BURLAP AT 6" INTERVALS. 5.BACKFILL TO WITHIN APPROXIMATELY 12" OF THE TOP OF THE ROOTBALL, THEN WATER PLANT. REMOVE THE TOP 1/3 OF THE BASKET OR THE TOP TWO HORIZONTAL RINGS WHICHEVER IS GREATER. REMOVE ALL BURLAP AND NAILS FROM THE TOP 1/3 OF THE BALL. REMOVE ALL TWINE. REMOVE OR CORRECT STEM GIRDLING ROOTS. 6.PLUMB AND BACKFILL WITH PLANTING SOIL. 7.WATER THOROUGHLY WITHIN 2 HOURS TO SETTLE PLANTS AND FILL VOIDS. 8.BACK FILL VOIDS AND WATER SECOND TIME. 9.PLACE MULCH WITHIN 48 HOURS OF THE SECOND WATERING UNLESS SOIL MOISTURE IS EXCESSIVE. 10.FINAL LOCATION OF TREE TO BE APPROVED BY OWNER. PLANTING SOIL ON CENTER SPACING AS STATED ON PLAN. EXTEND HOLE EXCAVATION WIDTH A MINIMUM OF 6" BEYOND THE PLANTS ROOT SYSTEM. FINISHED GRADE EDGER, AS SPECIFIED TREE PLANTING DETAIL SCALE: N.T.S.L1031 SHRUB / PERENNIAL PLANTING DETAIL SCALE: N.T.S.L1032 1/2"FINISHED GRADE AT LAWN, 1/2" BELOW TOP OF DIVIDER. LAWN SIDE "BLACK DIAMOND" EDGING BY VALEEY VIEW SPECIALTIES CO. USE 20 FT. LENGTHS. USE KNURLED CONNECTOR AT SPLICES, USE CORNER, TEE, VEE, OR WIDE ANBLE CONNECTORS AT ANGLE 10" X 7/8" METAL ANCHOR STAKES AT 48" O.C., AND AT CHANGES. EACH END. PLASTIC DIVIDER: FINISHED GRADE AT SHRUBS/ PERENNIALS, 1" BELOW TOP OF DIVIDER. PLANTING BED 1"POLY EDGER DETAIL SCALE: N.T.S.L1033 SPADED EDGE DETAIL SCALE: 1-1/2"=1'L1034 MULCH AT PLANTING AREA SPADED EDGE "V" SHAPED, 4" WIDTH, 4" DEPTH, MORE VERTICAL ON LAWN SIDE LAWN GRASS FINISHED GRADE BUILDING, EXTERIOR WALL PROVIDE POSITIVE DRAINAGE AWAY FROM BUILDING SPECIFIED ROCK MULCH 2' MAINTENANCE STRIP EDGER, AS SPECIFIED SOIL MIX TO BE MINIMUM OF 4" BELOW EDGING TOP TO ALLOW FOR ADEQUATE LIP FOR MULCH. SPECIFIED SOIL MIX FINISH GRADE FOR LAWN MAINTENANCE STRIP DETAIL SCALE: 1-1/2"=1'L10354"1"1.CONTACT COMMON GROUND ALLIANCE AT 811 OR CALL811.COM TO VERIFY LOCATIONS OF ALL UNDERGROUND UTILITIES PRIOR TO INSTALLATION OF ANY PLANTS OR LANDSCAPE MATERIAL. 2.ACTUAL LOCATION OF PLANT MATERIAL IS SUBJECT TO FIELD AND SITE CONDITIONS. 3.NO PLANTING WILL BE INSTALLED UNTIL ALL GRADING AND CONSTRUCTION HAS BEEN COMPLETED IN THE IMMEDIATE AREA. 4.ALL SUBSTITUTIONS MUST BE APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO SUBMISSION OF ANY BID AND/OR QUOTE BY THE LANDSCAPE CONTRACTOR. 5.PROVIDE TWO YEAR GUARANTEE OF ALL PLANT MATERIALS. THE GUARANTEE BEGINS ON THE DATE OF THE LANDSCAPE ARCHITECT'S OR OWNER'S WRITTEN ACCEPTANCE OF THE INITIAL PLANTING. REPLACEMENT PLANT MATERIAL SHALL HAVE A ONE YEAR GUARANTEE COMMENCING UPON PLANTING. 6.ALL PLANTS TO BE SPECIMEN GRADE, MINNESOTA-GROWN AND/OR HARDY. SPECIMEN GRADE SHALL ADHERE TO, BUT IS NOT LIMITED BY, THE FOLLOWING STANDARDS: ALL PLANTS SHALL BE FREE FROM DISEASE, PESTS, WOUNDS, SCARS, ETC. ALL PLANTS SHALL BE FREE FROM NOTICEABLE GAPS, HOLES, OR DEFORMITIES. ALL PLANTS SHALL BE FREE FROM BROKEN OR DEAD BRANCHES. ALL PLANTS SHALL HAVE HEAVY, HEALTHY BRANCHING AND LEAFING. CONIFEROUS TREES SHALL HAVE AN ESTABLISHED MAIN LEADER AND A HEIGHT TO WIDTH RATIO OF NO LESS THAN 5:3. 7.PLANTS TO MEET AMERICAN STANDARD FOR NURSERY STOCK (ANSI Z60.1-2014 OR MOST CURRENT VERSION) REQUIREMENTS FOR SIZE AND TYPE SPECIFIED. 8.PLANTS TO BE INSTALLED AS PER MNLA & ANSI STANDARD PLANTING PRACTICES. 9.PLANTS SHALL BE IMMEDIATELY PLANTED UPON ARRIVAL AT SITE. PROPERLY HEEL-IN MATERIALS IF NECESSARY; TEMPORARY ONLY. 10.PRIOR TO PLANTING, FIELD VERIFY THAT THE ROOT COLLAR/ROOT FLAIR IS LOCATED AT THE TOP OF THE BALLED & BURLAP TREE. IF THIS IS NOT THE CASE, SOIL SHALL BE REMOVED DOWN TO THE ROOT COLLAR/ROOT FLAIR. WHEN THE BALLED & BURLAP TREE IS PLANTED, THE ROOT COLLAR/ROOT FLAIR SHALL BE EVEN OR SLIGHTLY ABOVE FINISHED GRADE. 11.OPEN TOP OF BURLAP ON BB MATERIALS; REMOVE POT ON POTTED PLANTS; SPLIT AND BREAK APART PEAT POTS. 12.PRUNE PLANTS AS NECESSARY - PER STANDARD NURSERY PRACTICE AND TO CORRECT POOR BRANCHING OF EXISTING AND PROPOSED TREES. 13.WRAP ALL SMOOTH-BARKED TREES - FASTEN TOP AND BOTTOM. REMOVE BY APRIL 1ST. 14.STAKING OF TREES AS REQUIRED; REPOSITION, PLUMB AND STAKE IF NOT PLUMB AFTER ONE YEAR. 15.THE NEED FOR SOIL AMENDMENTS SHALL BE DETERMINED UPON SITE SOIL CONDITIONS PRIOR TO PLANTING. NOTIFY LANDSCAPE ARCHITECT FOR THE NEED OF ANY SOIL AMENDMENTS. 16.BACKFILL SOIL AND TOPSOIL TO ADHERE TO MN/DOT STANDARD SPECIFICATION 3877 (LOAM TOPSOIL BORROW) AND TO BE EXISTING TOP SOIL FROM SITE FREE OF ROOTS, ROCKS LARGER THAN ONE INCH, SUBSOIL DEBRIS, AND LARGE WEEDS UNLESS SPECIFIED OTHERWISE. MINIMUM 4" DEPTH TOPSOIL FOR ALL LAWN GRASS AREAS AND 12" DEPTH TOPSOIL FOR TREE, SHRUBS, AND PERENNIALS. 17.MULCH TO BE AT ALL TREE, SHRUB, PERENNIAL, AND MAINTENANCE AREAS. TREE AND SHRUB PLANTING BEDS SHALL HAVE 4" DEPTH OF DOUBLE SHREDDED HARDWOOD MULCH. DOUBLE SHREDDED HARDWOOD MULCH TO BE USED AROUND ALL PLANTS WITHIN TURF AREAS. PERENNIAL AND ORNAMENTAL GRASS BEDS SHALL HAVE 2" DEPTH DOUBLE SHREDDED HARDWOOD MULCH. MULCH TO BE FREE OF DELETERIOUS MATERIAL AND COLORED RED, OR APPROVED EQUAL. ROCK MULCH TO BE BUFF LIMESTONE, 1 1/2" TO 3" DIAMETER, AT MINIMUM 3" DEPTH, OR APPROVED EQUAL. ROCK MULCH TO BE ON COMMERCIAL GRADE FILTER FABRIC, BY TYPAR, OR APPROVED EQUAL WITH NO EXPOSURE. MULCH AND FABRIC TO BE APPROVED BY OWNER PRIOR TO INSTALLATION. MULCH TO MATCH EXISTING CONDITIONS (WHERE APPLICABLE). 18.EDGING TO BE COMMERCIAL GRADE VALLEY-VIEW BLACK DIAMOND (OR EQUAL) POLY EDGING OR SPADED EDGE, AS INDICATED. POLY EDGING SHALL BE PLACED WITH SMOOTH CURVES AND STAKED WITH METAL SPIKES NO GREATER THAN 4 FOOT ON CENTER WITH BASE OF TOP BEAD AT GRADE, FOR MOWERS TO CUT ABOVE WITHOUT DAMAGE. UTILIZE CURBS AND SIDEWALKS FOR EDGING WHERE POSSIBLE. SPADED EDGE TO PROVIDE V-SHAPED DEPTH AND WIDTH TO CREATE SEPARATION BETWEEN MULCH AND GRASS. INDIVIDUAL TREE, SHRUB, OR RAIN-GARDEN BEDS TO BE SPADED EDGE, UNLESS NOTED OTHERWISE. EDGING TO MATCH EXISTING CONDITIONS (WHERE APPLICABLE). 19.ALL DISTURBED AREAS TO BE SODDED OR SEEDED, UNLESS OTHERWISE NOTED. PARKING LOT ISLANDS TO BE SODDED WITH SHREDDED HARDWOOD MULCH AROUND ALL TREES AND SHRUBS. SOD TO BE STANDARD MINNESOTA GROWN AND HARDY BLUEGRASS MIX, FREE OF LAWN WEEDS. ALL TOPSOIL AREAS TO BE RAKED TO REMOVE DEBRIS AND ENSURE DRAINAGE. SLOPES OF 3:1 OR GREATER SHALL BE STAKED. SEED AS SPECIFIED AND PER MN/DOT SPECIFICATIONS. IF NOT INDICATED ON LANDSCAPE PLAN, SEE EROSION CONTROL PLAN. 20.PROVIDE IRRIGATION TO ALL PLANTED AREAS ON SITE. IRRIGATION SYSTEM TO BE DESIGN/BUILD. PROVIDE SHOP DRAWINGS TO LANDSCAPE ARCHITECT FOR APPROVAL PRIOR TO INSTALLATION OF IRRIGATION SYSTEM. PROVIDE OPERATION MANUALS, AS-BUILT PLANS, AND NORMAL PROGRAMMING. SYSTEM SHALL BE WINTERIZED AND HAVE SPRING STARTUP DURING FIRST YEAR OF OPERATION. SYSTEM SHALL HAVE ONE-YEAR WARRANTY ON ALL PARTS AND LABOR. ALL INFORMATION ABOUT INSTALLATION AND SCHEDULING CAN BE OBTAINED FROM THE GENERAL CONTRACTOR. 21.CONTRACTOR SHALL PROVIDE NECESSARY WATERING OF PLANT MATERIALS UNTIL THE PLANT IS FULLY ESTABLISHED OR IRRIGATION SYSTEM IS OPERATIONAL. OWNER WILL NOT PROVIDE WATER. 22.REPAIR, REPLACE, OR PROVIDE SOD/SEED AS REQUIRED FOR ANY ROADWAY BOULEVARD AREAS ADJACENT TO THE SITE DISTURBED DURING CONSTRUCTION. 23.REPAIR ALL DAMAGE TO PROPERTY FROM PLANTING OPERATIONS AT NO COST TO OWNER. 24.MAINTAIN TREES, SHRUBS, AND OTHER PLANTS UNTIL PROJECT COMPLETION, BUT IN NO CASE, LESS THAN FOLLOWING PERIOD; 1 YEAR AFTER PROJECT COMPLETION. MAINTAIN TREES, SHRUBS, AND OTHER PLANTS BY PRUNING, CULTIVATING, AND WEEDING AS REQUIRED FOR HEALTHY GROWTH. RESTORE PLANTING SAUCERS. TIGHTEN AND REPAIR STAKE AND GUY SUPPORTS AND RESET TREES AND SHRUBS TO PROPER GRADES OR VERTICAL POSITION AS REQUIRED. RESTORE OR REPLACE DAMAGED WRAPPINGS. SPRAY AS REQUIRED TO KEEP TREES AND SHRUBS FREE OF INSECTS AND DISEASE. REPLENISH MULCH TO THE REQUIRED DEPTH. MAINTAIN LAWNS FOR 45 DAYS AFTER INSTALLING SOD INCLUDING MOWING WHEN SOD RECITES 4” IN HEIGHT. WEED PLANTING BEDS AND MULCH SAUCERS AT MINIMUM ONCE A MONTH DURING THE GROWING SEASON. PROVIDE A MONTHLY REPORT TO THE OWNER ON WEEDING AND OTHER MAINTENANCE RESPONSIBILITIES. LANDSCAPE NOTES TABLE TOP VIEW 4X Ø .5" MOUNTING HOLES25.5"29.48"4"64" 68" 72"3.5"5.75"29.5"11.51" 29.77"1.5"27.88"27.5"25" MOUNTING 28"1.5"16.38"2.9"4"64"14"17.98"14.56"17.56"3.5"11.77"68" 72"11.5"TABLE FRONT ELEVATION TABLE SIDE ELEVATION BENCH TOP VIEWBENCH FRONT ELEVATION BENCH SIDE ELEVATION FRONT ELEVATION SIDE ELEVATAION 32.71"41.34"17.25" R 8.63" Ø 11.00" TRASH OPENING 25.15" SQ TOP 17.13"10.12"1.50"24.75" SQ BASE FRONT ELEVATIONTOP VIEW762 MM762 MM Ø175 MM 5 0 2 . 1 M M 17.2 MM16 MM707.8 MM685.8 MM601.8 MM100 MMØ490 MM Ø73 MM6"SIDE ELEVATIONFRONT ELEVATION TOP VIEW 570 MM 490 MM 510 MM 566 MM635 MM420 MM812 MM440 MM423 MM575 MM SIDE ELEVATIONFRONT ELEVATION 22.95" 24.86"18.78"23.57".38"33.90"72.00" 4.00" 64.00"This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.SHEET NUMBER 2018 KIMLEY-HORN AND ASSOCIATES, INC.767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY-HORN.COMK:\TWC_LDEV\Scannell\brooklyn center - sears\3 Design\CAD\plansheets\L1-LANDSCAPE DETAILS.dwg May 24, 2022 - 5:02pmBYREVISIONSNo.DATEPRELIMINARY - NOT FOR CONSTRUCTIONPREPARED FORLANDSCAPEDETAILSL104NORTH 100BUSINESS PARKSCANNELL PROPERTIESBROOKLYN CENTERMNDATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION ANDTHAT I AM A DULY LICENSED PROFESSIONALLANDSCAPE ARCHITECT UNDER THE LAWS OFTHE STATE OF MINNESOTA.MNLIC. NO.KATHERINE M. LEISE, PLA05/24/202258959DATECHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECT16084602105/24/2022AS SHOWNBJABJAKMLANOVA - WAINWRIGHT 6' PICNIC TABLE AND BENCHES SET SCALE: N.T.S.1 ANOVA - WAINWRIGHT 45 GALLON TRASH RECEPTACLE SCALE: N.T.S.2 ANOVA - WAINWRIGHT 6' CONTOUR BENCH SCALE: N.T.S.3 ANOVA - BISTRO LIGERO 30" STEEL DINING TABLE SCALE: N.T.S.4 ANOVA - BISTRO LIGERO, GENOA ALLUMINUM DINING CHAIR SET OF 4 SCALE: N.T.S.5 1.TABLE AND CHAIRS TO BE COLOR CEDAR (PLASTIC SLAT COLOR) AND TEXTURED PEWTER (FRAME COLOR) 2.INSTALL TABLE AND BENCHES SURFACE MOUNTED PER MANUFACTURER'S SPECIFICATIONS. 3.SUBMIT SHOP DRAWINGS TO LANDSCAPE ARCHITECT FOR APPROVAL PRIOR TO INSTALLATION. 4.FIELD LOCATE FURNISHINGS PER PLAN WITH APPROVAL BY LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. NOTES:1.RECEPTACLE TO BE COLOR CEDAR (PLASTIC SLAT COLOR) AND TEXTURED PEWTER (FRAME/LID COLOR) 2.INSTALL 2 RECEPTACLES SURFACE MOUNTED PER MANUFACTURER'S SPECIFICATIONS. 3.SUBMIT SHOP DRAWINGS TO LANDSCAPE ARCHITECT FOR APPROVAL PRIOR TO INSTALLATION. 4.FIELD LOCATE FURNISHINGS PER PLAN WITH APPROVAL BY LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. NOTES: 1.BENCH TO BE COLOR CEDAR (PLASTIC SLAT COLOR) AND TEXTURED PEWTER (FRAME COLOR) 2.INSTALL SURFACE MOUNTED PER MANUFACTURER'S SPECIFICATIONS. 3.SUBMIT SHOP DRAWINGS TO LANDSCAPE ARCHITECT FOR APPROVAL PRIOR TO INSTALLATION. 4.FIELD LOCATE FURNISHINGS PER PLAN WITH APPROVAL BY LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. NOTES: 1.BISTRO TABLE TO BE COLOR SILVER GRAY (TABLE TOP COLOR) AND CHARCOAL GRAY (TABLE BASE COLOR) 2.INSTALL TABLE SURFACE MOUNTED PER MANUFACTURER'S SPECIFICATIONS. 3.SUBMIT SHOP DRAWINGS TO LANDSCAPE ARCHITECT FOR APPROVAL PRIOR TO INSTALLATION. 4.FIELD LOCATE FURNISHINGS PER PLAN WITH APPROVAL BY LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. NOTES: 1.BISTRO CHAIRS TO BE COLOR SILVER GRAY 2.PROVIDE FOUR CHAIRS PER MANUFACTURER'S SPECIFICATIONS. 3.SUBMIT SHOP DRAWINGS TO LANDSCAPE ARCHITECT FOR APPROVAL PRIOR TO INSTALLATION. 4.FIELD LOCATE FURNISHINGS PER PLAN WITH APPROVAL BY LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. NOTES: City of Brooklyn Center | 6301 Shingle Creek Pkwy | Brooklyn Center, MN 55430-2199 | (763) 569-3300 | www.cityofbrooklyncenter.org Community Development 763-569-3300 June 21, 2022 1297 Shingle Creek Crossing Brooklyn Center Sears Site Building review comments for newly proposed Flex office building to be located at 6440 James Circle. 1. A SAC Demo determination letter and review by MET Council is required prior to a building Demolition permit being issued. 2. The building will be required to have a sprinkler system 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. 3. Fire Hydrants shall be provided for buildings constructed within the Jurisdiction as measured by an approved route around the exterior of the facility or building, on-site fire hydrants and mains shall be provided where required by the fire code official. For buildings equipped throughout with an approved automatic sprinkler system, the threshold for requiring on site fire hydrants and mains shall be increased to 400 feet. Per MNFC 507.5.1. 4.An approved fire apparatus access road shall be provided for every facility, building or portion of a building. Fire Apparatus access roads shall extend to within 150 feet of all portions of the facility and all portions of the exterior walls of the first story of the building as measured by an approved route around the exterior of the building. Turning radius of a fire apparatus access road shall be determined by the Fire Code Official per MNFC 503. 5. Prior to a Building permit being issued. A SAC determination for the new buildings will need to be done by MET Council and SAC determination letter received. 6. Approved signed plans and permits for Building, Mechanical, Electrical, Plumbing and Fire Sprinkler system shall be provided. Sincerely, Dan Grinsteinner Building Official City of Brooklyn Center 763-569-3313 Exhibit F