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Home My WebLink About2019 05-16 PCP PLANNING COMMISSION AGENDA CITY OF BROOKLYN CENTER May 16th, 2019 1. Call to Order: 7:00 PM 2. Roll Call 3. Approval of Regular Meeting Agenda a. Motion to Approve Planning Commission Regular Session Meeting Agenda for May 16 th, 2019. 4. Approval of Minutes a. Motion to Approve April 11, 2019 Regular Session Meeting Minutes 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 Planning Commission Application No. 2019-006 (Public Hearing) Developer: Real Estate Equities Project Address: 5801 Xerxes Avenue North Summary: The Applicant is requesting a Planned Unit Development (PUD) and Zoning Map amendment to remove this property from the Central Commerce Overlay District in order to construct a total of 267 new dwelling units in a two-building development on approximately 4.8 acres b. Planning Commission Application No. 2019-007 Applicant: Nate Reinhardt (City of Brooklyn Center) Project Address: 1350 Shingle Creek Crossing Summary: The Applicant is requesting site and building plan review for construction of a new municipal liquor store in the Shingle Creek Crossing Development. 7. Discussion Items a. City Council Meeting Updates 8. Other Business None. 9. Adjournment PC Minutes 04-11-19 -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 APRIL 11, 2019 1. CALL TO ORDER The Planning Commission meeting was called to order by Chair Christensen at 7:00 p.m. 2. ROLL CALL Chair Randall Christensen, Commissioners Alexander Koenig, Jack MacMillan, Stephen Schonning, Rochelle Sweeney, and Susan Tade were present. City Planner and Zoning Administrator Ginny McIntosh, Community Development Director Meg Beekman, City Engineer Mike Albers, and Mary M ullen, TimeSaver Off Site Secretarial, Inc. were also present. 3. APPROVAL OF AGENDA – APRIL 11, 2019 There was a motion by Commissioner Tade, seconded by Commissioner Schonning, to approve the agenda for the April 11, 2019 meeting as presented. The motion passed unanimously. 4. APPROVAL OF MINUTES a. March 14, 2019 Regular Session Meeting Minutes There was a motion by Commissioner Koenig, seconded by Commissioner Sweeney, to approve the minutes of the March 14, 2019 meeting as presented. The motion passed unanimously. b. March 21, 2019 Special Session Meeting Minutes There was a motion by Commissioner Schonning, seconded by Commissioner MacMillan, to approve the minutes of the March 21, 2019 meeting as presented. The motion passed unanimously. 5. CHAIR’S EXPLANATION Chair Christensen explained the Planning Commission’s role as an advisory body. One of the Commission’s functions is to hold public hearings. In the matters concerned in these hearings, the Commission makes recommendations to the City Council. The City Council makes all final decisions in these matters. 6. PLANNING APPLICATION ITEMS 6a) Planning Commission Application No. 2019-005 Applicant: Mike Albers PC Minutes 04-11-19 -2- DRAFT Property Address: 5139 Brooklyn Boulevard Summary: The applicant is requesting preliminary and final plat approval of the currently un-platted Subject Property located in the vicinity of 5139 Brooklyn Boulevard. This request is associated with improvements underway as part of Brooklyn Boulevard Corridor Project Phase I. Ms. McIntosh request Planning Commission consideration of preliminary and final plat approval for Brookdale Covenant Addition, 5139 Brooklyn Boulevard. She stated the City Council authorized a land exchange agreement in December 2017 with Brooklyn Covenant Church to complete improvements as part of Phase 1 of the Brooklyn Boulevard Corridor project. She added certain vacations are required on the east side of the property for streetscape projects that will improve roadway safety, enhance traffic improvements, and develop trails and sidewalks. She noted a new traffic signal is planned for Lilac Drive and Highway 100. Ms. McIntosh stated the City is the applicant in this case and is requesting to plat what is currently 5139 Brooklyn Boulevard with the stipulation that the Lila Drive parcel would be re- platted and deeds recorded to reflect all changes on the property. Ms. McIntosh stated a public hearing is required and has been published in the Sun Post on March 28, 2019, as well as notices sent to surrounding properties. Ms. McIntosh stated the City will work with Hennepin County to complete vacation of the County’s interest in the Brooklyn Boulevard right of way. She added separate encroachment agreements might be required. She noted a certified Abstract of Title must be provided before submission to the County. Ms. McIntosh stated City Staff are requesting that the Planning Commission recommend City Council approval of the preliminary and final plat. She added approval would be contingent upon compliance with conditions in City Engineer’s report, Exhibit C, Platting Ordinance, and Hennepin County requirements. OPEN TO PUBLIC COMMENTS – APPLICATION NO. 2019-005 Chair Christensen recognized residents in the audience who wished to speak on this matter and called for comments from the public. There was a motion by Commissioner Sweeney, seconded by Commissioner Tade, to open the public hearing on Application No. 2019-005, at 7:13 p.m. The motion passed unanimously. There were no other individuals in attendance who wished to make comments at this time. MOTION TO CLOSE PUBLIC COMMENTS (HEARING) PC Minutes 04-11-19 -3- DRAFT There was a motion by Commissioner MacMillan, seconded by Commissioner Koenig, to close the public hearing on Application No. 2019-005 at 7:14 p.m. The motion passed unanimously. The Commissioners interposed no objections to approval of the Application. ACTION TO RECOMMEND APPROVAL OF PLANNING COMMISSION APPLICATION NO. 2019-005 SUBMITTED BY MIKE ALBERS FOR PRELIMINARY AND FINAL PLAT APPROVAL FOR BROOKDALE COVENANT ADDITION AND DEDICATION OF CERTAIN RIGHT-OF-WAY There was a motion by Commissioner Koenig, seconded by Commissioner Sweeney, to recommend approval of Planning Commission Application 2019-005 Submitted by Mike Albers for Preliminary and Final Plat Approval for Brookdale Covenant Addition and Dedication of Certain Right-Of-Way. Voting in favor: Chair Christensen, Commissioners, Koenig, MacMillan, Schonning, Sweeney, and Tade. And the following voted against the same: None The motion passed unanimously. The Council will consider the application at its April 22, 2019 meeting. The Applicant must be present. Major changes to the application as reviewed by the Planning Commission will require that the application be returned to the Commission for reconsideration. 6b) Concept Review: Redevelopment of Former Jerry’s Foods Site Applicant: Real Estate Equities Property Address: 5801 Xerxes Avenue North Summary: Proposal to construct approximately 270 new dwelling units in a two-building development on approximately 4.8 acres. The units would comprise a mix of senior and workforce housing. Meg Beekman stated a concept review is being requested by Real Estate Equities, the developer of the former Jerry’s Foods site. She added the intention is to review the concept before the applicant makes formal application for land use approvals. She noted the Planning Commission has the opportunity to provide feedback on the site plan and layout and provide input on use and other details. Ms. Beekman stated this will be a non-binding discussion, and no vote or action will be taken. She added a similar concept review was also held by the City Council at a recent meeting, and input was provided to the developer. Ms. Beekman stated the proposal is for two multi-family residential buildings with approximately 267 units at the former Jerry’s Foods site at 5801 Xerxes Avenue N. She added PC Minutes 04-11-19 -4- DRAFT the site is approximately 5 acres and has been vacant for quite some time. She noted the proposal is for a mix of affordable independent senior living and workforce units with rents affordable at 50-60% Area Median Income (AMI), or between $47,000-$66,000 per year. Ms. Beekman stated the developer has submitted an application package that includes a request for Tax Increment Financing (TIF). She added City Staff is reviewing the application. She added the total cost of the development will be $60 million, a combination of public financing, bonds, TIF, low income tax credits, and other sources. She added the current market value of the site is $1.6 million, and after construction, it will generate approximately $360,000 in annual property taxes. She noted the developer is finalizing the site plan and preparing land use applications, including a PUD request and amendment to the Central Commerce Overlay District. Ms. Beekman stated the requests will be ready for presentation to the Planning Commission at their May 2019 meeting, at which a public hearing will be held for the Zoning code amendment. She noted the City’s public finance consultants are reviewing REE’s financing package. Ms. McIntosh introduced Alex Bisanz, representing the developer, Real Estate Equities. Mr. Bisanz thanked the Planning Commission for their review of this project. He added The Planning Commission’s feedback and comments are requested before the final plan submittal which is planned for May 2019. He presented an overview of the project, a mix of 127 workforce housing units and 143 senior living units. Mr. Bisanz stated he is a Partner at Real Estate Equities (REE), a local development company since 1972. He added they have a portfolio that includes developments in Minnesota, Illinois and Wisconsin. He noted REE currently has over 10,000 units, and 1,200 units currently under construction. Mr. Bisanz stated the apartment rents will be in the 50-70% (AMI) range. He added the proposed development is in an exceptional location, with transit, retail, amenities and proximity to downtown Minneapolis. He noted this development is a large investment for REE and will be something the City of Brooklyn Center and its residents can be proud of. He added REE plans to own and manage the property for the long term. Mr. Bisanz stated 270 affordable units are proposed – 39 – 1-bedroom; 52 – 2-bedroom; and 36 – 3-bedroom units. He added the senior component will have 95 – 1-bedroom and 48 – 2-bedroom units. He noted the combined parking ratio will be 1.26, with 200 underground and 139 surface spaces, for a total of 339 spaces. Mr. Bisanz stated the development will have an on-site management team, secure entrance for residents, package receiving and storage area, community spaces, and potential for a rooftop PC Minutes 04-11-19 -5- DRAFT patio. He added the senior component will have an arts and crafts center. He noted there will be secure underground parking available for both buildings. Mr. Bisanz stated another REE development, Press House, is located in the renovated Pioneer Press building, and is approximately 75% leased. He added this building was vacant for many years, and the community will be a good fit for its downtown St. Paul neighborhood. He noted the unit types and finishes are very comparable to what will be developed in Brooklyn Center. Mr. Bisanz stated REE recently closed on the Winslow, an affordable senior housing community in West St. Paul. He added that site has many features in common with the proposed development, including style, number of units and walkable proximity to retail, amenities and transit. He noted two projects are currently under way in Rochester. Commissioner MacMillan requested clarification regarding parking spaces per unit. Mr. Bisanz stated underground spaces will be available for $75, and $15 for storage spaces. He added surface parking will be free. Commissioner MacMillan asked whether there will be enough storage bays for all the units. Petro Megits, Kaas Wilson Architects, stated there will be storage for approximately 1/3 of residents, and the senior component will have more available storage. He added the family units will be larger and have more closet space than senior apartments. Commissioner Tade asked whether REE has a portfolio that is predominantly affordable and senior housing. Mr. Bisanz stated REE currently manages many older properties, which are naturally affordable housing. He added their portfolio is approximately 40% market rate and 60% affordable housing. Chair Christensen stated underground parking might be difficult at this location. Mr. Bisanz stated REE has done research including soil borings and geotechnical evaluations, and the current design with underground parking is based on evaluation of that research. Mr. Bisanz stated the City Council mentioned the water table at a recent meeting when they reviewed the proposed development, and REE engaged Braun Intertec to begin researching the issue right away. Commissioner MacMillan asked whether there will be balconies. Mr. Bisanz stated the possibility has been discussed. He added the West St. Paul development does not have balconies, but a combination of both is a possibility. He noted people often end up using their balconies for additional storage which can be problematic. Mr. Megits stated balconies are being considered along Bass Lake Road, but space is limited on the interior courtyard. He added good on-site property management is important when residents have balconies. PC Minutes 04-11-19 -6- DRAFT Mr. Bisanz stated the proposed rooftop deck would probably have great views of downtown Minneapolis. He added the Luxe Apartments which just opened in Brooklyn Center have a perfect view of the downtown skyline. Ms. Beekman stated the REE team could try to get a tour of the Luxe, although it is fully leased. Ms. McIntosh stated the tot lot and pond area have been moved from the previous plans. Mr. Bisanz confirmed this, adding a dog run is also planned. Ms. Beekman asked where the front entrance of the building will be located. Mr. Megits stated the main entrance is planned at the central courtyard space, and each building will have their own main entry. Commissioner MacMillan asked whether there will be gated access only to the parking lot. Mr. Megits stated that is not typically done with senior housing as access needs to be open for transportation providers. He stressed the importance of creating spaces that are part of the community, rather than giving the appearance of keeping people out. Commissioner MacMillan stated this is a very active and busy area, and he can envision the parking lot becoming a cut-through to avoid traffic. He added there could also be activity that is not desirable. Mr. Megits stated security cameras and lighting are planned for the parking areas, as well as access-controlled fobbed entrances to the buildings. He added a speed bump could be considered to deter cut-through traffic. He noted gates are not being considered. Mr. Bisanz stated security issues can be combatted with lighting, interior and exterior cameras and good on-site management, as well as thorough screening of potential residents. He added REE builds strong relationships with local police, to create open and ongoing dialogue. Commissioner MacMillan requested clarification regarding senior living age guidelines. Mr. Bisanz stated the senior component will be for adults aged 55 and over. He added this includes retired, independent seniors living on a fixed income. Mr. Megits stated the senior component will not be assisted living, but there will be staff and activities. Commissioner MacMillan asked whether rents will be subsidized. Mr. Bisanz stated Section 8 tenant vouchers will be accommodated to a certain percentage, but there is project-based Section 8. Ms. Beekman stated the construction will be the same quality as market-rate construction. She added the units will be rented at 40-60% less than market rate, which creates a gap in the financing structure. She noted this is filled with a number of different public financing sources, including tax exempt bonds, low-income housing credits, and State subsidized funding. PC Minutes 04-11-19 -7- DRAFT Commissioner Tade asked whether the developer applies for subsidies. Ms. Beekman confirmed this, although the City helps with TIF financing. Mr. Bisanz stated REE obtained a bonding allocation for the workforce portion of the project to ensure economic feasibility, as bond rating is very competitive due to increased construction projects. He added bonds for the senior portion will be obtained in August 2019. Commissioner Tade stated she is glad to see a development at this location, which has been vacant for some time. She added she feels that Brooklyn Center has a lot of affordable and senior housing. She asked whether the developer is concerned about being able to fill both the senior living and workforce components. She noted she wants the development to be successful. Commissioner Tade stated the 2040 Comprehensive Plan guides this area for mixed use. She asked whether the developer had considered retail on the main floor, which would provide a different look and feel. She noted she is pleased with the development although it is different from what has been considered for that area in the past. Mr. Bisanz stated retail component is not an option for low-income tax development projects, and this development is no exception. He added they have surveyed and researched the market, and the market data shows a strong demand for both types of housing. Ms. Beekman stated there is no other independent affordable senior living development in Brooklyn Center. She added the Sanctuary is a n assisted living development. Ms. McIntosh stated Maranatha added 20 units that are also independent living. Ms. Beekman stated the Maranatha units are not affordable. Commissioner Tade asked whether tenants need to qualify for affordable housing. Mr. Bisanz confirmed that rigorous underwriting is State-mandated. He added this is handled by REE’s Compliance Department. Commissioner MacMillan stated he hopes REE can create an appealing community amenity, especially since they plan to continue to manage it for 20 years. Chair Christensen agreed, adding a new apartment complex, regardless of its format, will help to enhance the image of the neighborhood and the City in general. He added there has not been a new apartment building in Brooklyn Center since 1971. Mr. Megits agreed, adding high density areas attract retail and spending, which provides economic stimulus that is beneficial for the City. Mr. Bisanz stated other recent development projects in Brooklyn Center were a motivation for REE to propose this development. PC Minutes 04-11-19 -8- DRAFT Commissioner Schonning stated he was originally opposed to the development. He added he now agrees that this is a great place for apartments, as there are not many uses that would work there. He noted this is a very walkable part of the community with nearby retail and amenities. Commissioner Schonning stated there are many challenges in the community. He added a new apartment complex with many new residents will create a positive change by turning the neighborhood from an empty lot to a community. He noted he appreciates the buildings’ appearance, and he is glad the developers will be around for a long time. Commissioner Koening requested clarification regarding the zoning change from commercially zoned mixed retail to residential use. He asked what effect that will have on the tax base, in terms of what the City is trying to accomplish. Ms. Beekman stated calculations determine an appropriate balance of commercial, mixed and residential use for this District. She added the end goal will be to have a balance of use. Ms. Beekman stated the Police Dept has involved in discussions regarding this project and will continue to review the plans with the developer. She added Police Department staff are certified in Crime Prevention Through Environmental Design, which takes into consideration landscaping, lighting, location of buildings and amenities. Ms. Beekman stated Metro Transit has put significant investment into the transit hub, including site improvements as well as on-site Police staffing, and the City can leverage from this investment. She added the C-line officially opens on June 8, 2019 with 12 new officers, including four officers stationed throughout the day, 7 days a week. She noted this has resulted in a marked decrease in the number of police calls. Chair Christensen suggested the garage entrance on the site might be more appropriate on the east side, where there is less foot traffic. He expressed his overall support for the project. He added he looks forward to seeing the results. Ms. Beekman stated the deadline for REE to submit their preliminary plans is April 16, 2019. She introduced Jane Kansier, Senior Planner with Bolton & Menk, who will be working with City Staff on planning issues during Ms. McIntosh’s absence. She stated Ms. Kansier has been working with City Staff on the Zoning Code update. Mr. Megits stated, with regard to comparable affordable senior properties, there is generally a waiting list due to shortage of available senior living units. Chair Christensen stated he would like to see additional community space in the senior living component, as many seniors like to reserve space for family parties. Mr. Bisanz agreed, adding both buildings will have community spaces, but the senior building will have larger space so they can stay active and enjoy their home and their community. PC Minutes 04-11-19 -9- DRAFT Mr. Megits stressed the importance of incorporating development aspects that will create a sense of family and community for the residents of the senior living component. 7. DISCUSSION ITEMS a. City Council Meeting Updates Ms. Beekman stated the City Council approved three Preliminary Development Agreements (PDA) at their last meeting. She added Centra Homes is proposing a residential development called Eastbrook Estates on an 8-acre EDA-owned property at Highway 252 and 68th Avenue N. She noted this PDA covered a revised site plan based on negotiations with adjacent property owners and issues with City right of way encroachment. Ms. Beekman stated the development was reduced from 35 lots to 30-32 lots, and the builder anticipates moving forward with the preliminary final plat. Ms. Beekman stated the second PDA renewal was from Alatus LLC for Phase 1 development in the Opportunity Site. She added City Staff meets with Alatus weekly to review the extremely high-level framework of land use and transportation. She noted Three Rivers Park District has been involved in discussions regarding trail connections in the site, and significant park space that the District would acquire and maintain as a regional park. Ms. Beekman stated the public engagement process continues, with the next design workshop to be held Wednesday April 17, 2019. She added the developer will be there, along with an affordable housing developer, to provide additional input and information. She noted both rooms are reserved, and City Staff are anticipating a lot of attendees. Commissioner Sweeney asked whether the various developers talk to each other about what they are proposing, and if they are aware of each other’s plans. Ms. Beekman confirmed this, adding Mr. Bisanz had made reference to the Alatus development, as well as Mr. Soderbergh. She added they are in contact with each other. Commissioner Tade asked about the balance of affordable housing, and whether this development will have an impact on the Alatus development. Ms. Beekman stated that is a question of policy, and at present no affordability requirement has been placed on the Opportunity site. Chair Christensen asked whether this is addressed in the 2030 Comprehensive Plan. Ms. Beekman stated there is nothing related to affordability but that will be identified in the master planning process. She added there could be a mix of senior and workforce housing, but there are also many other options. PC Minutes 04-11-19 -10- DRAFT Commissioner Tade stated she is thrilled that there will be development at this location. She added she would support market-rate development to have options other than low-income housing. Ms. Beekman stated the third development is with Brady Real Estate Development for an 81,000-square foot office building on EDA-owned property at 1601 James Circle. She added the City Council rejected a proposal from an electrical union to develop the property. She noted the proposed use would be for a business tech incubator, and an anchor tenant has been identified. Ms. Beekman stated the developer wants to leverage the Opportunity Zone status of the property. She added a cooperation agreement is being sought between the developer and the owner of the former Earle Brown Bowl, for collaborative use of the properties and to increase building size and parking allocation. Commissioner Schonning stated he appreciates the use of a single parking area for separate parking use during the day and at night. b. Reminder: LISC | CDI Workshops #3 and #4 for Opportunity Site at Brookdale Library (April 17 and May 1, 2019) Ms. McIntosh stated a flyer regarding the Opportunity Site design workshops is available for distribution. She added City Staff is hoping to get a diverse group for the two remaining meetings. Ms. Beekman stated food will be provided by the new Jamaican restaurant. She encouraged the Planning Commissioners and all residents to attend. Commissioner Sweeney stated she will not be available to attend. c. Upcoming City of Brooklyn Center Neighborhood Engagement Program Meetings Ms. McIntosh stated Communication Coordinator Angel Smith is organizing the Neighborhood Engagement Program, a series of neighborhood meetings that are designed to help residents get to know other people in their neighborhood. She added City Staff will provide support to bring neighbors together through engagement opportunities. She noted the City’s Neighborhood Liaisons will be facilitating the meetings, and Ms. Smith is the main contact. Ms. McIntosh stated most meeting locations have been determined, but meetings scheduled in May 2019 are yet to be determined. She urged residents to attend their Neighborhood Engagement Meeting. Commissioner Schonning stated he attended a neighborhood meeting with his wife, and it was a very positive experience. He added meeting attendees felt a sense of community, and potentially PC Minutes 04-11-19 -11- DRAFT planting a seed that can grow into something interesting. He noted it will be fun to see how it works out, and recommended residents attend their neighborhood meeting, 8. OTHER BUSINESS Chair Christensen requested clarification regarding the open seat on the Planning Commission. Ms. McIntosh stated at least 2 applications have been received. She agreed to follow up with City Clerk Barb Suciu. 9. ADJOURNMENT There was a motion by Commissioner MacMillan, seconded by Commissioner Sweeney, to adjourn the Planning Commission meeting. The motion passed unanimously. The meeting adjourned at 8:48 p.m. _______________________________ _______________________________ Ginny McIntosh, Secretary Randall Christensen, Chair App. No. 2019-006 PC 05/16/2019 Page 1 Planning Commission Report Meeting Date: May 16, 2019 Application No. 2019-006 Applicant: Real Estate Equities Location: 5801 Xerxes Avenue N (Former Jerry’s Food Site) Request: Proposed Planned Unit Development (PUD) to allow multifamily residential in current C2 zoning district and Amendment to Zoning Map to Remove the Site from the Central Commerce Overlay District Requested Action Real Estate Equities (“REE) is requesting review and consideration of Planned Unit Development (PUD) to allow the development of the property located at 5801 Xerxes Avenue North with two multifamily buildings for senior and workforce housing. The proposal also includes an amendment to the Zoning Map to remove the site from the Central Commerce Overlay District. Exhibit A includes a project narrative and plans. As part of the application process, a public hearing notice was published in the Brooklyn Center Sun Post on May 2, 2019, and notices were mailed to owners of property within 350’ of the site (Exhibit B). The City has received one written comment regarding the proposal, which is attached (Exhibit E). Background City staff has been meeting with REE to discuss the development of the former Jerry's Food site (“Subject Property”) at the corner of County Road 10 and Xerxes Ave North. The Subject Property has been vacant since 2003. This location works well for the proposed housing due to its access to the Brooklyn Center Transit Station and the future C-Line BRT, and its proximity to retail and other services. Map 2: 1971 Imagery of Subject Property Source: MHAPO (Minnesota Historical Aerial Photographs Online). • Application Filed: 04/16/2019 • Review Period (60-day) Deadline: 06/14/2019 • Extension Declared: N/A • Extended Review Period Deadline: N/A App. No. 2019-006 PC 05/16/2019 Page 2 The Subject Property is currently owned by the ILEX Group Inc., and REE, the developer, plans to acquire the site and develop 270 senior and workforce affordable apartments. The 270 affordable senior and workforce apartments will be 100% affordable and will consist of one, two, and three bedrooms apartments. The project will have a full-time onsite management team to manage the property and service the tenants to the best of their ability. Some of the amenities of the project will include: clubroom and fitness center, arts and crafts room, dedicated package storage, and underground parking. On top of these amenities each unit will be furnished with in-unit washer & dryer, solid surface countertops, nine-foot ceilings, and stainless-steel appliances. At the January 28, 2019, City Council work session, REE presented a concept development proposal for the Subject Property. The developer also presented a concept review for the site to the Planning Commission at its April 11, 2019 meeting. Both the City Council and the Planning Commission provided input on the project, including comments about sustainability, open space and community gathering space, and safety and security. Site Data: 2040 Land Use Plan: TOD (Transit Oriented District) Neighborhood: Centennial Current Zoning: C2 (Commerce) and Central Commerce Overlay Site Area: 4.79 Acres Surrounding Area: Direction 2040 Land Use Plan Zoning Existing Land Use North TOD C1A (Service Office) District and Central Commerce Overlay Commercial South TOD C2 (Commerce) District and Central Commerce Overlay Commercial East TOD C2 (Commerce) District and Central Commerce Overlay Commercial West TOD C1A (Service Office) District and Central Commerce Overlay Office App. No. 2019-006 PC 05/16/2019 Page 3 Map 1: Subject Property Location (5801 Xerxes Ave) Source: Hennepin County GIS Proposal Evaluation Zoning Map Amendment: 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. The Central Commerce Overlay District includes a specific list of permitted uses. Residential uses are not listed, which means they are not permitted within the overlay district. As part of the ongoing Zoning Code update, the Central Commerce Overlay District will be revised or removed; however, since that work is not yet complete, the proposal includes the removal of this property from the overlay district. Map 3: Central Commerce Overlay District App. No. 2019-006 PC 05/16/2019 Page 4 The applicant is requesting an amendment to the Zoning Map to remove the Subject Property from the Central Commerce Overlay District. The 2040 Comprehensive Plan designates the Subject Property for Transit Oriented Development (TOD) uses. Map 4: 2040 Future Land Use Plan The TOD is a new land use designation, planned for a mix of residential, commercial, office and retail uses generally located within a ½-mile of the Brooklyn Center Transit Station. Density of new residential development in the TOD is expected to be between 31 and 130 units per acre. The proposed development of the Subject Property is consistent with the TOD designation. Planned Unit Development: As part of the ongoing Zoning Code update, new zoning districts will be created included one or more TOD districts, which will conform to the TOD future land use designation in the 2040 Comprehensive Plan. However, that work is not yet complete, and there is not an existing zoning district which this project fits within. As such, the Applicant is requesting a Planned Unit Development (PUD), which allows flexibility within the zoning code to allow for developments which would not be allowed 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. Site Design The proposed development includes two multifamily buildings, containing a total of 270 units. The buildings are arranged on the north and south side of the lots, with a parking lot in the center. There is a dog run, a tot lot, a community herb garden and a shared outdoor grilling area on the site. App. No. 2019-006 PC 05/16/2019 Page 5 Figure 1: Site Plan The north building is planned for senior independent living, is 5 stories in height, and includes 143 units. The south building is planned for workforce housing, is 4 stories in height and includes 127 units. The buildings consist of a mixture of 1, 2 and 3-bedroom units. All units include washer/dryers, solid surface countertops, stainless steel appliances, and high-quality cabinets. Building amenities include community rooms, rooftop patios, fitness centers, and on-site management team and underground parking. Setbacks The proposed plan identifies a building setback of 15’ on all four sides. At its closest point, the north building is located approximately 22’ from the property line along Northway Drive, and 15’ from the property line on Xerxes Avenue. The south building is located approximately 26’ from the Bass Lake Road right-of-way. Architectural Materials The City’ s Architectural Design Guidelines require at least 50-percent of each elevation (face) of the building be constructed of Class I materials, with the remainder constructed of Class II materials. Each of the buildings are designed with brick, prefinished metal siding and lap siding, which conforms to the Design Guidelines. Access and Parking The Subject Property is bounded by Xerxes Avenue on the east, Northway Drive on the north and west, and Bass Lake Road on the south. Driveway access to the property is proposed from Xerxes Avenue on the west and Northway Drive on the east. The driveways provide access to both the underground garage and surface parking. The driveways and parking aisles meet the minimum 24’ width. There are a total of 270 dwelling units in the two buildings. Section 35-704 of the Zoning Ordinance requires two parking spaces per dwelling unit, indicating the developer would ordinarily need to supply 540 parking spaces to satisfy the Zoning Ordinance. According to the site and floor plans submitted, a total of 340 parking spots, or 1.26 spaces per unit, are proposed. A 2018 survey of available parking spaces at other multi-family rental properties by staff revealed few properties in the City meet the current requirement of two parking spaces per dwelling unit. The lack of App. No. 2019-006 PC 05/16/2019 Page 6 parking citations issued by the police at apartment complexes with fewer than two parking spaces per unit the City comparable to this proposed development seems to indicate theses complexes are not burdened by a lack of parking. It is anticipated that residents will utilize the nearby transit center, with access to several high frequency lines as well as the new BRT C-Line, which opens on June 8, 2019. Sidewalks are located along Xerxes Avenue and Bass Lake Road, providing access to the transit station and to the retail area south of Bass Lake Road. The front entrance of the senior building, located on the north half of the site, is located on the south side of the building facing the parking lot. It is easily accessible to the adjacent sidewalks. The front entrance to the south building also faces the parking lot, on the north side of the building. It would be beneficial to provide another entrance along the south side of the building, with a pedestrian access to the existing sidewalk on Bass Lake Road. Lighting The Zoning Code requires, “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.” The submitted photometric plan notes lighting that will be downcast and identifies a total of 24 new fixture locations on the Subject Property. This includes the installation of 13, downcast, wall mounted or recessed lights, 3 bollard lights, and 8, 20’ light poles. Per the City Zoning Code, 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 consistent with the Zoning Code requirements. Trash Trash facilities will be located in the garage. Containers will be brought up to the drive on pick-up day and returned to the garage soon after pick-up. Screening 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. Per Chapter 12 (Building Maintenance and Occupancy) of the City Code, 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. Per Section 35-711 (Parking Lot Screening), “All open off-street parking areas having more than six spaces and all off-street loading and unloading spaces shall be effectively screened from any abutting residential lots by a solid wall or opaque fence six feet high, or by such other device as may be approved by the City Council.” The proposed off-street parking is not adjacent to any residential lots. 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, and the City has operated under and held new and redeveloped areas to complying with the City’s adopted Landscape Point System policy, which App. No. 2019-006 PC 05/16/2019 Page 7 assigns points to a given site based on the acreage of a development. The point system requires multi-family residential sites to provide a specific amount or number of landscaping units, and is based on the maximum percentage of certain materials (i.e., 50% shade trees; 40% coniferous trees; 35% decorative trees; and 25% shrubs). Given a “Multi-Family Residential” use and assuming an approximately 4.79 acre parcel for the proposed development, the property would have to accrue 390 points. (2 acres * 90 + 2.79 acres * 75 = 389.25 points). Planting Type Minimum Size Points Per Planting Maximum Points (%) Points Accrued Shade (Deciduous) Trees 2 ½” diameter 10 50% or 195 points 190 (19 trees * 10 points) Coniferous (Evergreen) Trees 5’ height 6 40% or 156 points 126 (21 trees * 6 points) Decorative (Ornamental) Trees 1” diameter 1.5 35% or 136.5 points 25.5 (17 trees * 1.5 points) Shrubs 12” diameter 0.5 25% or 97.5 points 49 (98 shrubs * .5 points) Total 390.5 points Based on a review of the Landscape Plan, dated April 16. 2019, the plan meets and exceeds the minimum requirements under the Landscape Point System Policy at 390.5 points achieved. The City has engaged a consultant to develop a beautification and public art master plan. One of the outcomes of this work will be recommendations on the role of private development in contributing to public art. In collaboration with that process, and in consideration of flexibility in setbacks and reduced parking, the City’s public art consultant reviewed the proposal and suggests a portion of the landscaping budget go towards creative placemaking that would enhance the pedestrian connection to transit. This could be done through public art or other methods that would enhance safety and walkability. Engineering Review: Andrew Hogg, Assistant City Engineer, reviewed plans and provided a comment memo, dated May 10, 2019 (Exhibit D). Most of the comments pertain to the need for plan corrections and additional details. The major comments require the need for sidewalk easements. These state, • Provide a corner clip dedication of ROW at the intersection with Xerxes to preserve adequate sight distance for approaching vehicles at this intersection. • Provide dedication of sidewalk easement along bass Lake Road 3’ from existing sidewalk edge. All engineering comments must be addressed prior to the issuance of any permits for land disturbing activity. Fire Inspection/Building Review: The plans are currently under review. Fire Inspection and Building review comments will be provided to the Planning Commission separately. Police Review: The Applicant met with the Police Chief and the Crime Prevention Officer on May 10, 2019. The Police stressed the need for safety equipment within the building, including access control on entry doors, on- App. No. 2019-006 PC 05/16/2019 Page 8 site cameras, and on-site security. According to the Police Chief, the presence of on-site security when the buildings first open sets the stage and expectations for the site. It may not be necessary to maintain this presence at all times. The Police Department also recommended the outdoor gathering spaces be located along Northway Drive, or on the west side of the site, rather than along Xerxes Avenue, the busier street. The Police Department also encouraged a perimeter barrier. This barrier could include wrought iron fencing or hostile landscaping (rose bushes or other thorny bushes). SIGNS There are no signs identified on the proposed plans. Any signage must comply with the Sign Code requirements for multiple family dwellings and cluster developments as outlined in Chapter 34 of the City Code. The Applicant will need to apply for and receive issuance of a sign permit to install any new signage. Based on staff findings, staff recommends Planning Commission recommendation of the amendment to the Zoning Map removing the Subject Property from the Central Commerce Overlay District and approval of the anticipated site improvements for the Subject Property located at 5801 Xerxes Avenue North, subject to the Applicant complying with the Approval Conditions as noted below. APPROVAL CONDITIONS Staff recommends the following conditions be attached to any positive recommendation on the approval of Planning Commission Application No. 2019-006 for the Subject Property located at 5801 Xerxes Avenue N: 1. PUD / Site Improvement Review: All requested alterations will need to be approved by City staff with respect to applicable codes prior to the issuance of permits, and fire related building code items shall be reviewed and approved by the Fire Chief. a. Any significant changes or modifications made to this request can only be made by an amendment to the approved Planned Unit Development plans and documents as approved by the City Council. i. The site plan shall be revised to includes a main entry, or a more prominent entry on the south side of the south building. A sidewalk connection shall be provided to the sidewalk along Bass Lake Road. ii. The Applicant shall identify safety features …. b. The Applicant must revise the site and building plans to include a resident exit/entrance along the south side of the south building and a pedestrian access to the sidewalk along Bass Lake Road. c. The Applicant must submit separate applications for any sign permits to the City for review and permits. 2. Agreements: a. The Applicant must 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. b. A Performance Agreement with supporting financial guarantee approved by the City App. No. 2019-006 PC 05/16/2019 Page 9 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. 3. Engineering Review: The Applicant agrees to comply with all conditions or provisions noted in the City Engineer’ s Review memorandums, dated May 10, 2019(Exhibit D). 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. Provide a corner clip dedication of ROW at the intersection with Xerxes to preserve adequate sight distance for approaching vehicles at this intersection. c. Provide dedication of sidewalk easement along bass Lake Road 3’ from existing sidewalk edge. d. Utility Facilities Easement Agreement is required. 4. Fire Inspector/ Building Official Review: The Applicant shall work to ensure all applicable 2015 Minnesota Fire Code requirements have been met as part of any site plan approval. 5. The building plans are subject to review and approval by the Building Official with respect to applicable codes prior to the issuance of permits. 6. Final grading, drainage, utility and erosion control plans and any other site engineering elated issues are subject to review and approval by the City Engineer prior to the issuance of permits. 7. Landscaping: All landscaped areas shall include approved irrigation systems to facilitate site maintenance. a. The contractor shall submit irrigation shop drawings for review and approval prior to installation. b. The Applicant shall work with the City’s public art consultant, or similar, to provide a plan for creative placemaking to enhance the pedestrian access to transit. 8. Lighting: The Applicant shall provide a lighting plan that identifies all existing and proposed lighting for the parking lots and building. The lighting plan shall include a site wide photometric plan that is in conformance with the lighting provisions as noted under the City Zoning Ordinance and in consideration of the City’ s Architectural Design Guidelines. Fixture specifications shall be provided prior to issuance of any building permits. 9. Signage: The Applicant shall submit a Sign Permit Application for any proposed signage (e.g., wall, freestanding). a. All signage is subject to Chapter 34 of the City Code of Ordinances and shall be approved under separate sign permits. RECOMMENDATION Based on the above-noted findings, staff recommends the following motion: Motion to approve a Resolution recommending that the City Council approve the amendment to the Zoning Ordinance and Zoning Map removing the property at 5801 Xerxes Avenue North from the Central Commerce Overlay District, and approval of the Planned Unit Development plans and documents and approval of the anticipated site improvements for the Subject Property located at 5801 Xerxes Avenue North, based on the submitted plans and findings of fact, as amended by the Conditions of Approval in the May 16, 2019, Planning Commission Report. App. No. 2019-006 PC 05/16/2019 Page 10 Attachments Exhibit A - City Submittal for 5801 Xerxes Avenue North by Real Estate Equities, LLC, dated April 16, 2019 Exhibit B- Public Hearing Notice for, published by Brooklyn Center Sun Post, dated May 2, 2019. Exhibit C- Select City Council Work Session Minutes, dated January 28, 2019. Exhibit D- Review Memorandum, prepared by Assistant City Engineer Andrew Hogg, dated May 10, 2019. Exhibit E – Public Comments received. Brooklyn Center Council Presentation Rent Structure: Unit Type Set Aside SF Gross Rent Utility Allowance Net Rent Senior 1 Bed/1 Bath 60% 713 $1,125 $78 $1,047 2 Bed/2 Bath 60% 1,200 $1,350 $95 $1,255 Workforce 1 Bed/1 Bath 60% 712 $1,125 $78 $1,047 2 Bed/2 Bath 60% 1,021 $1,350 $95 $1,255 3 Bed/2 Bath 60% 1,326 $1,560 $113 $1,447 • Residents can also pay $75 for parking stalls as well as an additional $15 for storage. Project Summary: • Continued communication with staff to identify overall project timelines. • Updated project design/renderings. • Braun Intertec completed Phase I, Phase II, and Geo Reports. • Discussing terms with lenders and investors and ready to execute with them once we get approval on TIF to move forward with term sheets. • Traffic Study completed; shows no traffic or parking issues with development. Project Highlights/Amenities: Unit Finishes/Amenities: In Unit washer/dryer, solid surface countertops, 9 ft ceilings, full stainless-steel appliance package, and high-quality cabinetry. Building Amenities: Full on-site management team, secure entrance with Luxor package storage system, community room, rooftop patios, fitness centers, office/conference room, underground parking. As well as a resident community herb garden with gaszebo, dog run, tot lot, and shared outdoor grilling area. Sustainable Aspects/Exterior Materials: Masonry, Concrete Fibor Board, Wood Look CFB, Metal Panel Accents. As well as, solar panels implemented on roof of building, Energy Star Windows, low-flow fixtures/LED lighting, and High Efficiency HVAC. Safety/Security Provisions: REE plans to propose secure entrance/exits with controlled key FOB access. As well as, numerous security cameras, a highly visible/well lit parking area, and a full on -site management team. Project Demand: • Marquette Advisors Report projects 3,078 additional affordable housing units needed by 2020 in Minneapolis/St. Paul first ring suburb submarket. • Vacancy rate in Brooklyn Center is 2.2%. • Market research indicates that Brooklyn Center and surrounding Hennepin and Anoka areas have notable production shortfalls of affordable senior/workforce housing units. Parking Data: • REE West Saint Paul Senior Property (The Winslow) o Price: $65.00 • Senior Affordable Property (The Legends at Silver Lake) o Price: $80.00 • Senior Affordable Property (The Legends of Columbia Heights) o Price: $75.00 Project Investment: • TIF Request $4,601,450 • First Mortgage $34,442,331 • Tax Credit Equity $20,863,865 • Developer Equity (Deferred Developer Fee) $5,579,785 • Total Development Cost $60,885,982 kw kaas wilson architects REE Brooklyn Center - Xerxes Workforce and Senior Housing Xerxes Ave N & Bass Lake Rd, Brooklyn Center, MN May 13, 2019 Parking Counts Seniors garage parking = 87 stalls Seniors surface parking = 43 stalls Total Seniors parking = 130 stalls Workforce garage parking = 111 stalls Workforcee surface parking = 99 stalls Total Workfoce parking = 210 stalls Total garage parking = 198 stalls Total surface parking = 142 stalls Total parking count total = 340 stalls kw kaas wilson architects REE Brooklyn Center - Xerxes Workforce and Senior Housing Xerxes Ave N & Bass Lake Rd, Brooklyn Center, MN April 16, 2019 Workforce Housing - View from Bass Lake Road & Xerxes Avenue N. kw kaas wilson architects REE Brooklyn Center - Xerxes Workforce and Senior Housing Xerxes Ave N & Bass Lake Rd, Brooklyn Center, MN April 16, 2019 Senior Housing - View from Southeast N LOUCKS W: \ 2 0 1 8 \ 1 8 6 5 0 \ C A D D D A T A \ S U R V E Y \ _ d w g S h e e t F i l e s \ S 1 8 6 5 0 - A L T A Pl o t t e d : 02 / 1 3 / 2 0 1 9 6 : 3 6 A M 7200 Hemlock Lane, Suite 300 Maple Grove, MN 55369 763.424.5505 www.loucksinc.com PLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL CADD files prepared by the Consultant for this project are instruments of the Consultant professional services for use solely with respect to this project. These CADD files shall not be used on other projects, for additions to this project, or for completion of this project by others without written approval by the Consultant. With the Consultant's approval, others may be permitted to obtain copies of the CADD drawing files for information and reference only. All intentional or unintentional revisions, additions, or deletions to these CADD files shall be made at the full risk of that party making such revisions, additions or deletions and that party shall hold harmless and indemnify the Consultant from any & all responsibilities, claims, and liabilities. SUBMITTAL/REVISIONS PROFESSIONAL SIGNATURE QUALITY CONTROL CADD QUALIFICATION 5801 Xerxes Avenue No. Real Estate Equities 579 Selby Avenue St. Paul, MN 55102 Brooklyn Center, MN ALTA/NSPS Land Title Survey 1 of 1 DESCRIPTION OF PROPERTY SURVEYED (Per Schedule A of the herein referenced Title Commitment) Tract B, REGISTERED LAND SURVEY NO. 1262, Hennepin County, Minnesota. Being Registered land as evidenced by Certificate of Title No. 1432398 TITLE COMMITMENT EXCEPTIONS (Per Schedule B, Part II of the herein referenced Title Commitment) The property depicted on this survey and the easements of record shown hereon are the same as the property and the easements described in the Commitment for Title Insurance issued by Guaranty Commercial Title, Inc., File No. 64592, effective date November 4, 2018. The numbers below correspond to those in the title commitment. 1 - 5 and 10 - 14 do not require comment. 6.Easement for highway purposes acquired by Village of Brooklyn Center over subject property, together with the right to construct and maintain temporary snow fences on lands adjacent thereto, as evidenced by Highway Easement, recorded as Document No. 720391. Easement rights to erect portable snow fences were released by Document No. 942638. Shown hereon. 7.Limited right of access exists from premises to County Road No. 10. Partial right of access was acquired by The County of Hennepin as evidenced by Document No. 855383. Shown hereon. 8.Roadway easement(s) over subject property in favor of City of Brooklyn Center, as created in Document No. 925610. Shown hereon. 9.Water main easement(s) over subject property in favor of City of Brooklyn Center, as created in Document No. 926027. Shown hereon. ALTA/NSPS OPTIONAL TABLE A NOTES (The following items refer to Table A optional survey responsibilities and specifications) 1.Monuments placed (or a reference monument or witness to the corner) at all major corners of the boundary of the property, unless already marked or referenced by existing monuments or witnesses to the corner are shown hereon. 2.The address, if disclosed in documents provided to or obtained by the surveyor, or observed while conducting the fieldwork is 5801 Xerxes Avenue North, Brooklyn Park, Minnesota 55430. 3.This property is contained in Zone X (area of minimal flooding) per Flood Insurance Rate Map No. 27053C0212F, Community Panel No. 270151-012-F, effective date of November 4, 2016. 4.The Gross land area is 265,066 +/- square feet or 5.87 +/- acres. 6.(a) Any current zoning classification, setback requirements, height and floor space area restrictions, and parking requirements, shown hereon, are per a report or letter provided to the surveyor by City of Brooklyn Center dated January 24, 2019, for the subject property are as follows: Zone C2 (Commerce District) and (Central Commerce Overlay District); Setbacks: Front 35 feet, Corner 20 feet, Interior 10 Feet; Rear 40 feet; Height: No restrictions; 7.(a) There are no observable buildings on this site. 8.Substantial features observed in the process of conducting fieldwork, are shown hereon. 9.There are no striped parking stalls on this site. 10.(a) There are no observable buildings on this site. 11.We have shown underground utilities on and/or serving the surveyed property per Gopher State One-Call Ticket Nos. 183400005 and 183400007. The following utilities and municipalities were notified: ARVIG (218)346-5500 CITY OF BROOKLYN CENTER WATER (763)585-7100 BROOKLYN CENTER SANITARY (763)585-7100 BROOKLYN CENTER STORM (763)585-7100 BROOKLYN CENTER TRAFFIC SIGNAL (763)585-7100 BROOKLYN CENTER PARK ELECTRIC (763)585-7100 BROOKLYN CENTER STREET LIGHTS (763)585-7100 BROOKLYN CENTER IRRIGATION (763)585-7100 COMCAST (800)778-9140 CENTURYLINK - CTLQL (855)742-6062 HENNEPIN COUNTY PUBLIC WORKS (406)541-9571 MCI (800)624-9675 MASTEC NORTH AMERICA, INC.(800)778-9140 CENTER POINT ENERGY (800)778-9140 XCEL ENERGY (800)848-7558 ZAYO BANDWIDTH (888)267-1063 i. Utility operators do not consistently respond to locate requests through the Gopher State One Call service for surveying purposes such as this. Those utility operators that do respond, often will not locate utilities from their main line to the customer's structure or facility. They consider those utilities “private” installations that are outside their jurisdiction. These “private” utilities on the surveyed property or adjoining properties, may not be located since most operators will not mark such "private" utilities. A private utility locator may be contacted to investigate these utilities further, if requested by the client. ii. Maps provided by those notified above, either along with a field location or in lieu of such a location, are very often inaccurate or inconclusive. EXTREME CAUTION MUST BE EXERCISED BEFORE AN EXCAVATION TAKES PLACE ON OR NEAR THIS SITE. BEFORE DIGGING, YOU ARE REQUIRED BY LAW TO NOTIFY GOPHER STATE ONE CALL AT LEAST 48 HOURS IN ADVANCE AT 811 or (651) 454-0002. 13.The names of the adjoining owners, as shown hereon, are based on information obtained from current tax records. 16.We are not aware of any evidence of recent earth moving work, building construction or building additions observed in the process of conducting our field work. 17.We are not aware of any proposed changes in street right of way lines or evidence of recent street or sidewalk construction or repairs observed in the process of conducting our field work. 18.We have not been provided with any information on wetland delineation markers, as determined by a qualified specialist. 19.We are not aware of any plottable offsite (i.e., appurtenant) easements or servitudes for this site. SURVEY REPORT 1.The Surveyor was not provided utility easement documents for the subject property except for those shown on the Survey. 2.Snow and ice conditions during winter months may obscure otherwise visible evidence of on site improvements and/or utilities. 3.The bearings for this survey are based on the REGISTERED LAND SURVEY NO. 1262. 4.Trees shown hereon are measured in inches at breast height. CERTIFICATION To Real Estate Equities, LLC, a Minnesota limited liability company; ILEX Group, Inc., a Minnesota corporation; Guaranty Commercial Title, Inc. and Old Republic National Title Insurance Company: This is to certify that this map or plat and the survey on which it is based were made in accordance with the 2016 Minimum Standard Detail Requirements for ALTA/NSPS Land Title Surveys, jointly established and adopted by ALTA and NSPS, and includes Items 1 - 4, 6(a), 7(a), 8, 9, 10(a), 11, 13, 16, 17, 18, 19 and 20 of Table A thereof. The field work was completed on December 19, 2018. Date of Plat or Map: February 13, 2019 ______________________________________________ Henry D. Nelson, PLS Minnesota License No. 17255 hnelson@loucksinc.com SCALE IN FEET 0 30 01/04/19 SURVEY ISSUED 02/13/19 ZONING LETTER SPOT ELEVATION SIGN LIGHT POLE WATER MANHOLE / WELL CATCH BASIN CONTOUR CONCRETE CURB STORM SEWER SANITARY SEWER WATERMAIN CONCRETE ELECTRIC TRANSFORMER ELECTRIC MANHOLE TELEPHONE MANHOLE HAND HOLE UG TELEPHONE (MARKED) SANITARY SEWER SERVICE WATER SERVICE TRAFFIC SIGNAL OAK CONIFEROUS TREE DECIDUOUS TREE MISC FRUIT CLEANOUT CURB STOP TOP OF CURB SET 1/2 INCH X 14 INCH IRON MONUMENT, MARKED "LS 17255" FOUND OPEN IRON MONUMENT SET NAIL FOUND CAST IRON MONUMENT RESTRICTED ACCESS VAULT PAVERS FOUND PK NAIL IRON FENCE 12 SCHEDULE B II ITEM STORM MANHOLE SANITARY MANHOLE HYDRANT UNLESS SHOWN OTHERWISE MAPLE TREE BITUMINOUS2 X 2 CONCRETE BASE 9 7 6 8 8 SURVEY LEGEND Henry D. Nelson - PLS License No. Date I hereby certify that this survey, plan or report was prepared by me or under my direct supervision and that I am a duly Licensed Land Surveyor under the laws of the State of Field Crew Project Lead Drawn By Checked By Loucks Project No. SHEET INDEX Minnesota. 17255 18-650 HDN SFM HDN TRAVIS 01/04/19 SITE UG FIBER OPTIC (MAPPED) UG GAS (MAPPED) UG ELECTRIC (MAPPED) UG TELEPHONE (MAPPED) BM#1 In Brooklyn Center, at northeast corner of northbound lane Bridge No. 27040 over Shingle Creek, 1.35 miles southeast along Trunk Hwy 100 fromn the junction of Trunk Hwy100 & I-94, at Trunk Hwy milepoint 14.55, 25.0 feet southeast of northbound Trunk Hwy 100. ELEVATION = 846.58 FT (NAVD'88) BM#2 Top nut of hydrant on Northway Drive approx. 250 feet east of Xerxes Avenue N., as shown hereon. ELEVATION = 857.74 FT (NAVD'88) BUILDING SET-BACK LINE REMOVE CONCRETE APRON REMOVE CURB REMOVE CURB REMOVE/SALVAGE PAVERS (SEE SITE PLAN FOR PROPOSED LOCATIONS) REMOVE SECTION OF SIDEWALK REMOVE CATCH BASIN AND SECTION OF 12" RCP REMOVE EXISTING BITUMINOUS PAVEMENT AND BASE MATERIAL REMOVE RAISED CONCRETE PARKING ISLANDS (TYP.) REMOVE CONCRETE DRIVE AND ADJACENT CURBING REMOVE 12" RCP STORM PIPE REMOVE CATCH BASIN REMOVE 12" RCP STORM PIPE REMOVE CATCH BASIN REMOVE 15" RCP STORM PIPE REMOVE CONCRETE DRIVE AND ADJACENT CURBING REMOVE CURB/GUTTER AND BASE MATERIAL REMOVE CATCH BASIN REMOVE 15" RCP STORM PIPE REMOVE CONCRETE LIGHT BASES WITHIN PARKING LOT TYP. REMOVE SIGN REMOVE CONCRETE SIDEWALK AND BASE MATERIAL LOUCKS W: \ 2 0 1 8 \ 1 8 6 5 0 \ C A D D D A T A \ C I V I L \ _ d w g S h e e t F i l e s \ C 1 - 1 Pl o t t e d : 04 / 1 6 / 2 0 1 9 1 0 : 4 5 A M 7200 Hemlock Lane, Suite 300 Maple Grove, MN 55369 763.424.5505 www.loucksinc.com PLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL CADD files prepared by the Consultant for this project are instruments of the Consultant professional services for use solely with respect to this project. These CADD files shall not be used on other projects, for additions to this project, or for completion of this project by others without written approval by the Consultant. With the Consultant's approval, others may be permitted to obtain copies of the CADD drawing files for information and reference only. All intentional or unintentional revisions, additions, or deletions to these CADD files shall be made at the full risk of that party making such revisions, additions or deletions and that party shall hold harmless and indemnify the Consultant from any & all responsibilities, claims, and liabilities. SUBMITTAL/REVISIONS PROFESSIONAL SIGNATURE QUALITY CONTROL CADD QUALIFICATION BROOKLYN CENTER APARTMENTS REAL ESTATE EQUITIES 579 Shelby Ave, St. Paul, MN 55102 BROOKLYN CENTER, MN 04/11/19 CHECK SET 04/16/19 CITY SUBMITTAL C1-1 DEMOLITION PLAN C2-1 SITE PLAN C3-1 GRADING PLAN C3-2 SWPPP C3-3 SWPPP C4-1 SANITARY & WATEMAIN C4-2 STORM SEWER C8-1 CIVIL DETAILS L1-1 LANDSCAPE PLAN Review Date SHEET INDEX License No. Date I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota. PJ Disch - PE Project Lead Drawn By Checked By Loucks Project No. 49933 18650 PJD DDL PJD 04/16/19 - N SCALE IN FEET 0 30 60 DEMOLITION PLAN C1-1 WARNING: THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND / OR RELOCATION OF LINES. THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. TOLL FREE: 1-800-252-1166 TWIN CITY AREA: 651-454-0002 Gopher State One Call CALL BEFORE YOU DIG! BM#1 In Brooklyn Center, at northeast corner of northbound lane Bridge No. 27040 over Shingle Creek, 1.35 miles southeast along Trunk Hwy 100 fromn the junction of Trunk Hwy100 & I-94, at Trunk Hwy milepoint 14.55, 25.0 feet southeast of northbound Trunk Hwy 100. ELEVATION = 846.58 FT (NAVD'88) BM#2 Top nut of hydrant on Northway Drive approx. 250 feet east of Xerxes Avenue N., as shown hereon. ELEVATION = 857.74 FT (NAVD'88) PROJECT BENCHMARK REMOVE EXISTING CURB & GUTTER, RETAINING WALLS, FENCE, ETC. REMOVE EXISTING CONCRETE PAVING, SIDEWALKS, ETC. REMOVE EXISTING BITUMINOUS PAVING DEMOLITION LEGEND: 1.CONTRACTOR SHALL REMOVE AND/OR RELOCATE EXISTING PRIVATE UTILITIES AS NECESSARY. CONTRACTOR TO COORDINATE ACTIVITIES WITH UTILITY COMPANIES. 2.CONTRACTOR SHALL PROTECT SURFACE AND SUBSURFACE FEATURES NOT NOTED FOR REMOVAL. 3.CONTRACTOR TO CLEAR AND GRUB EXISTING VEGETATION WITHIN CONSTRUCTION LIMITS, STRIP TOP SOIL, AND STOCKPILE ON-SITE. REFER TO GRADING PLAN AND EROSION CONTROL PLAN FOR SEDIMENT AND EROSION CONTROL REQUIREMENTS. 4.CLEAR AND GRUB AND REMOVE ALL TREES, VEGETATION AND SITE DEBRIS PRIOR TO GRADING. ALL REMOVED MATERIAL SHALL BE HAULED FROM THE SITE DAILY. ALL CLEARING AND GRUBBING AND REMOVALS SHALL BE PERFORMED PER THE CONTRACT SPECIFICATIONS. EROSION CONTROL MEASURES SHALL BE IMMEDIATELY ESTABLISHED UPON REMOVAL. SEE THE EROSION CONTROL PLAN. 5.CONTRACTOR SHALL REMOVE ALL SITE SURFACE FEATURES WITHIN REMOVAL LIMITS UNLESS OTHERWISE NOTED. SITE DEMOLITION NOTES PROPOSED BUILDING 961.00 F.F.E. 950.00 G.F.E. PROPOSED BUILDING 961.00 F.F.E. 950.00 G.F.E. 8.7'18.0' 8.0' 9.0' 24.0' 24.0'24.0' 24.0' 39.0' 18.0' 18.0' 18.0' 18.0' 18.0' 18.0' 24.0' GA R A G E EN T R Y GA R A G E EN T R Y FR O N T EN T R Y FR O N T EN T R Y TOT LOT DOG RUN CONCRETE APRON CONCRETE APRON H.C. SIGNAGE TYP. 5' WIDE CONCRETE WALK TYP. CONCRETE STEPS W/ RAILING PERGOLA (SEE ARCH PLANS) SEE ARCH PLANS FOR ALL STOOP INFO CURB & GUTTER TO MATCH EXISTING CURB & GUTTER TO MATCH EXISTING 24.0' PROPOSE CONCRETE BLOCK WALL W/ PROTECTIVE FENCE 15.0' 15.0' 15.0' 15.0' 26.1' 28.0' 27.6' 22.2' 27.1' 43.6' 29.0' 41.0' 15.0' H.C. SIGNAGE TYP. 19 21 219 15 6 8 3 6 8 96 11 10'R 10'R 10'R 10'R 10'R 10'R 12'R 32'R 10'R 5'R 3'R 3'R 3'R 3'R3'R 3'R 3'R 3'R 3'R 3'R 3'R 3'R 3'R 3'R 3'R 3'R 3'R 7'R 7'R 7'R 7'R 7'R 10'R 10'R 10'R 10'R PED. RAMP PED. RAMP PED. RAMP 3' CURB TAPER TO FLUSH 3' CURB TAPER TO FLUSH PED. RAMP 3'R 3'R 3' CURB TAPER TO FLUSH PED. RAMP LOUCKS W: \ 2 0 1 8 \ 1 8 6 5 0 \ C A D D D A T A \ C I V I L \ _ d w g S h e e t F i l e s \ C 2 - 1 Pl o t t e d : 04 / 1 6 / 2 0 1 9 1 0 : 4 5 A M 7200 Hemlock Lane, Suite 300 Maple Grove, MN 55369 763.424.5505 www.loucksinc.com PLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL CADD files prepared by the Consultant for this project are instruments of the Consultant professional services for use solely with respect to this project. These CADD files shall not be used on other projects, for additions to this project, or for completion of this project by others without written approval by the Consultant. With the Consultant's approval, others may be permitted to obtain copies of the CADD drawing files for information and reference only. All intentional or unintentional revisions, additions, or deletions to these CADD files shall be made at the full risk of that party making such revisions, additions or deletions and that party shall hold harmless and indemnify the Consultant from any & all responsibilities, claims, and liabilities. SUBMITTAL/REVISIONS PROFESSIONAL SIGNATURE QUALITY CONTROL CADD QUALIFICATION BROOKLYN CENTER APARTMENTS REAL ESTATE EQUITIES 579 Shelby Ave, St. Paul, MN 55102 BROOKLYN CENTER, MN 04/11/19 CHECK SET 04/16/19 CITY SUBMITTAL C1-1 DEMOLITION PLAN C2-1 SITE PLAN C3-1 GRADING PLAN C3-2 SWPPP C3-3 SWPPP C4-1 SANITARY & WATEMAIN C4-2 STORM SEWER C8-1 CIVIL DETAILS L1-1 LANDSCAPE PLAN Review Date SHEET INDEX License No. Date I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota. PJ Disch - PE Project Lead Drawn By Checked By Loucks Project No. 49933 18650 PJD DDL PJD 04/16/19 - N SCALE IN FEET 0 30 60 SITE PLAN C2-1 WARNING: THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND / OR RELOCATION OF LINES. THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. TOLL FREE: 1-800-252-1166 TWIN CITY AREA: 651-454-0002 Gopher State One Call CALL BEFORE YOU DIG! BM#1 In Brooklyn Center, at northeast corner of northbound lane Bridge No. 27040 over Shingle Creek, 1.35 miles southeast along Trunk Hwy 100 fromn the junction of Trunk Hwy100 & I-94, at Trunk Hwy milepoint 14.55, 25.0 feet southeast of northbound Trunk Hwy 100. ELEVATION = 846.58 FT (NAVD'88) BM#2 Top nut of hydrant on Northway Drive approx. 250 feet east of Xerxes Avenue N., as shown hereon. ELEVATION = 857.74 FT (NAVD'88) PROJECT BENCHMARK PARKING STALL COUNT ACCESSIBLE PARKING STALL 2 LEGEND CATCH BASIN STORM SEWER SANITARY SEWER WATERMAIN STORM MANHOLE SANITARY MANHOLE HYDRANT GATE VALVE SPOT ELEVATION SIGN LIGHT POLE POWER POLE WATER MANHOLE / WELL CONTOUR CONCRETE CURB UNDERGROUND ELECTRIC CONCRETE TELEPHONE PEDESTAL UNDERGROUND TELEPHONE UNDERGROUND GAS OVERHEAD UTILITY CHAIN LINK FENCE BUILDING RETAINING WALL NO PARKING UNDERGROUND FIBER OPTIC SANITARY SEWER SERVICE WATER SERVICE ELECTRIC METER GAS METER TREE LINE EXISTING PROPOSED 972 DRAINTILE FORCEMAIN 3 7 3 PARKING SETBACK LINE BUILDING SETBACK LINE 2 FENCE FLARED END SECTION POST INDICATOR VALVE BENCHMARK SOIL BORING 3 DIRECTION OF FLOW 1.0% 972.5 1.ALL PAVING, CONCRETE CURB, GUTTER AND SIDEWALK SHALL BE FURNISHED AND INSTALLED IN ACCORDANCE WITH THE DETAILS SHOWN PER THE DETAIL SHEET(S) AND STATE/LOCAL JURISDICTION REQUIREMENTS. 2.ACCESSIBLE PARKING AND ACCESSIBLE ROUTES SHALL BE PROVIDED PER CURRENT ADA STANDARDS AND LOCAL/STATE REQUIREMENTS. 3.ALL CURB DIMENSIONS SHOWN ARE TO THE FACE OF CURB UNLESS OTHERWISE NOTED. 4.ALL BUILDING DIMENSIONS ARE TO THE OUTSIDE FACE OF WALL UNLESS OTHERWISE NOTED. CURRENT ZONING:C2 (COMMERCE) DISTRICT PROPOSED ZONING:PLANNED UNIT DEVELOPMENT PROPERTY AREA:208,896 SF (4.796 AC) EXISTING IMPERVIOUS AREA:183,462 SF (4.212 AC) (87.8%) PROPOSED IMPERVIOUS AREA:135,156 SF (3.103 AC) (64.7%) TOTAL ABOVE GROUND PARKING: 142 STALLS PROVIDED TOTAL UNDERGROUND PARKING: SEE ARCHITECTURAL PLANS 1.MINNESOTA STATE STATUTE REQUIRES NOTIFICATION PER "GOPHER STATE ONE CALL" PRIOR TO COMMENCING ANY GRADING, EXCAVATION OR UNDERGROUND WORK. 2.THE CONTRACTOR SHALL FIELD VERIFY LOCATIONS AND ELEVATIONS OF EXISTING UTILITIES AND TOPOGRAPHIC FEATURES PRIOR TO COMMENCEMENT OF CONSTRUCTION ACTIVITY. THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY DISCREPANCIES OR VARIATIONS FROM THE PLANS. 3.THE CONTRACTOR SHALL TAKE ALL PRECAUTIONS NECESSARY TO AVOID PROPERTY DAMAGE TO ADJACENT PROPERTIES DURING THE CONSTRUCTION PHASE OF THIS PROJECT. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR ANY DAMAGES TO ADJACENT PROPERTIES OCCURRING DURING THE CONSTRUCTION PHASE OF THIS PROJECT. 4.THE CONTRACTOR WILL BE RESPONSIBLE FOR PROVIDING AND MAINTAINING TRAFFIC CONTROL DEVICES SUCH AS BARRICADES, WARNING SIGNS, DIRECTIONAL SIGNS, FLAGMEN AND LIGHTS TO CONTROL THE MOVEMENT OF TRAFFIC WHERE NECESSARY. PLACEMENT OF THESE DEVICES SHALL BE APPROVED BY THE ENGINEER PRIOR TO PLACEMENT. TRAFFIC CONTROL DEVICES SHALL CONFORM TO THE APPROPRIATE MINNESOTA DEPARTMENT OF TRANSPORTATION STANDARDS. 5.IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, THE CONTRACTOR WILL BE SOLELY AND COMPLETELY RESPONSIBLE FOR CONDITIONS ON THE JOB SITE, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY DURING THE PERFORMANCE OF THE WORK. THIS REQUIREMENT WILL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. 6.ALL CONSTRUCTION PERMITS, APPLICATIONS AND FEES ARE THE RESPONSIBILITY OF THE CONTRACTOR. 7.ALL ENTRANCES AND CONNECTIONS TO CITY STREETS SHALL BE CONSTRUCTED PER THE REQUIREMENTS OF THE STATE AND LOCAL JURISDICTIONS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL PERMITS AND NOTIFICATIONS AS REQUIRED. 8.ALL STREET REPAIRS AND PATCHING SHALL BE PERFORMED PER THE REQUIREMENTS OF THE CITY. ALL TRAFFIC CONTROL SHALL BE PROVIDED BY THE CONTRACTOR AND SHALL BE ESTABLISHED PER THE REQUIREMENTS OF THE MINNESOTA MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) AND THE CITY. THIS SHALL INCLUDE ALL SIGNAGE, BARRICADES, FLASHERS AND FLAGGERS AS NEEDED. ALL PUBLIC STREETS SHALL BE OPEN TO TRAFFIC AT ALL TIMES. DENOTES CONCRETE PAVEMENT DENOTES HEAVY DUTY BITUMINOUS PAVEMENT DENOTES LIGHT DUTY BITUMINOUS PAVEMENT SITE NOTES SITE DATA GENERAL NOTES PAVEMENT LEGEND 1.THE NATURE OF THIS PROJECT WILL CONSIST OF CONSTRUCTING AN APARTMENT BUILDING, SURFACE PAVEMENTS, AND UTILITIES. 2.THE INTENDED SEQUENCING OF MAJOR CONSTRUCTION ACTIVITIES ARE AS FOLLOWS: 1.INSTALL VEHICLE TRACKING BMP 2.INSTALL PERIMETER EROSION CONTROL AROUND SITE 3.CLEAR AND GRUB SITE 4.STRIP AND STOCKPILE TOPSOIL 5.REMOVE PAVEMENTS AND UTILITIES 6.CONSTRUCT STORMWATER MANAGEMENT FACILITY/FACILITIES 7.ROUGH GRADE SITE 8.IMPORT CLEAN FILL FOR REPLACEMENT AND BALANCE 9.INSTALL UTILITIES 10.INSTALL BUILDING FOUNDATIONS 11.INSTALL CURB AND GUTTER 12.INSTALL PAVEMENTS AND WALKS 13.INSTALL MINOR UTILITIES 14.FINAL GRADE SITE 15.REMOVE ACCUMULATED SEDIMENT FROM STORMWATER SYSTEMS 16.SEED AND MULCH 17.WHEN ALL CONSTRUCTION ACTIVITY IS COMPLETE AND THE SITE IS STABILIZED, REMOVE SILT FENCE AND RESEED ANY AREAS DISTURBED BY THE REMOVAL. 3.SITE DATA: AREA OF DISTURBANCE:5.0 AC PRE-CONSTRUCTION IMPERVIOUS AREA:4.2 AC POST-CONSTRUCTION IMPERVIOUS AREA:3.1AC GENERAL SOIL TYPE:SEE GEOTECHNICAL EVALUATION REPORT 4.THE LOCATION OF AREAS NOT TO BE DISTURBED MUST BE IDENTIFIED WITH FLAGS, STAKES, SIGNS, SILT FENCE, ETC. BEFORE CONSTRUCTION BEGINS. 5.ALL DISTURBED GROUND LEFT INACTIVE FOR SEVEN (7) SHALL BE STABILIZED BY SEEDING OR SODDING (ONLY AVAILABLE PRIOR TO SEPTEMBER 15) OR BY MULCHING OR COVERING OR OTHER EQUIVALENT CONTROL MEASURE. 6.ON SLOPES 3:1 OR GREATER MAINTAIN SHEET FLOW AND MINIMIZE RILLS AND/OR GULLIES, SLOPE LENGTHS CAN NOT BE GREATER THAN 75 FEET. 7.ALL STORM DRAINS AND INLETS MUST BE PROTECTED UNTIL ALL SOURCES OF POTENTIAL DISCHARGE ARE STABILIZED. INLET PROTECTION WITH IN RIGHT OF WAY TO BE CONSISTANTLY MONITORED TO MAKE SURE INLET PROTECTION IS IN GOOD WORKING ORDER AND EMERGENCY OVERFLOWS ARE NOT BLOCKED BY DEBRIS. 8.TEMPORARY SOIL STOCKPILES MUST HAVE EFFECTIVE SEDIMENT CONTROL AND CAN NOT BE PLACED IN SURFACE WATERS OR STORM WATER CONVEYANCE SYSTEMS. TEMPORARY STOCKPILES WITHOUT SIGNIFICANT AMOUNT OF SILT, CLAY, OR ORGANIC COMPOUNDS ARE EXEPMT EX: CLEAN AGGREGATE STOCK PILES, DEMOLITION CONCRETE STOCKPILES, SAND STOCKPILES. 9.SEDIMENT LADEN WATER MUST BE DISCHARGED TO A SEDIMENTATION BASIN WHENEVER POSSIBLE. IF NOT POSSIBLE, IT MUST BE TREATED WITH THE APPROPRIATE BMP'S. 10.SOLID WASTE MUST BE DISPOSED OF PROPERLY AND MUST COMPLY WITH MPCA DISPOSAL REQUIREMENTS. 11.EXTERNAL WASHING OF CONSTRUCTION VEHICLES MUST BE LIMITED TO A DEFINED AREA OF THE SITE. RUNOFF MUST BE PROPERLY CONTAINED. 12.NO ENGINE DEGREASING IS ALLOWED ON SITE. 13.THE OWNER WHO SIGNS THE NPDES PERMIT APPLICATION IS A PERMITTEE AND IS RESPONSIBLE FOR COMPLIANCE WITH ALL TERMS AND CONDITIONS OF THE PERMIT. THE OPERATOR (CONTRACTOR) WHO SIGNS THE NPDES PERMIT APPLICATION IS A PERMITTEE FOR PARTS II.B., PART II.C, PART II.B-F, PART V, PART IV AND APPLICABLE CONSTRUCTION ACTIVITY REQUIREMENTS FOUND IN APPENDIX A, PART C. OF THE NPDES PERMIT AND IS JOINTLY RESPONSIBLE WITH THE OWNER FOR COMPLIANCE WITH THOSE PORTIONS OF THE PERMIT. 14.TERMINATION OF COVERAGE-PERMITTEE(S) WISHING TO TERMINATE COVERAGE MUST SUBMIT A NOTICE OF TERMINATION (NOT) TO THE MPCA. ALL PERMITTEE(S) MUST SUBMIT A NOT WITHIN 30 DAYS AFTER ONE OR MORE OF THE FOLLOWING CONDITIONS HAVE BEEN MET: A.FINAL STABILIZATION, PER NPDES PERMIT PART IV.G. HAS BEEN ACHIEVED ON ALL PORTIONS OF THE SITE FOR WHICH THE PERMITTEE IS RESPONSIBLE. B.TRANSFER OF OWNERSHIP AS DESCRIBED IN THE PERMIT. 15. INSPECTIONS A.INITIAL INSPECTION FOLLOWING SILT FENCE INSTALLATION BY CITY REPRESENTATIVE IS REQUIRED. B.EXPOSED SOIL AREAS: ONCE EVERY 7 DAYS AND WITHIN 24 HOURS FOLLOWING A 0.5" OVER 24 HOUR RAIN EVENT. C.STABILIZED AREAS: ONCE EVERY 30 DAYS D.FROZEN GROUND: AS SOON AS RUNOFF OCCURS OR PRIOR TO RESUMING CONSTRUCTION. E.INSPECTION AND MAINTENANCE RECORDS MUST BE RETAINED FOR 3 YEARS AFTER FILING OF THE NOTICE OF TERMINATION AND MUST INCLUDE: DATE AND TIME OF ACTION, NAME OF PERSON(S) CONDUCTING WORK, FINDING OF INSPECTIONS AND RECOMMENDATIONS FOR CORRECTIVE ACTION, DATE AND AMOUNT OF RAINFALL EVENTS GREATER THAN 0.5 INCHES IN A 24 HOUR PERIOD. 16. MINIMUM MAINTENANCE A.SILT FENCE TO BE REPAIRED, REPLACED, SUPPLEMENTED WHEN NONFUNCTIONAL, OR 1/3 FULL; WITHIN 24 HOURS B.SEDIMENT BASINS DRAINED AND SEDIMENT REMOVED WHEN REACHES 1/2 STORAGE VOLUME. REMOVAL MUST BE COMPLETE WITHIN 72 HOURS OF DISCOVERY. C.SEDIMENT REMOVED FROM SURFACE WATERS WITHIN (7)SEVEN DAYS D.CONSTRUCTION SITE EXITS INSPECTED, TRACKED SEDIMENT REMOVED WITH 24 HOURS. E.PROVIDE COPIES OF EROSION INSPECTION RESULTS TO CITY ENGINEER FOR ALL EVENTS GREATER THAN 12" IN 24 HOURS F.STREETS TO BE SWEPT AS NECESSARY TO LIMIT DEBRIS FROM REACHING STORM INLETS WITH IN RIGHT OF WAY. G.CONTRACTOR SHALL BE RESPONSIBLE TO INSPECT AND MAINTAIN INLET PROTECTION PLACED WITHIN THE PUBLIC RIGHT OF WAY UNTIL FINAL STABILIZATION IS ACHIEVED. CONTRACTOR SHALL CONSISTENTLY MAKE SURE INLET PROTECTION IS IN GOOD WORKING ORDER AND EMERGENCY OVERFLOWS ARE NOT BLOCKED OF DEBRIS. 17.THE SWPPP, INCLUDING ALL CHANGES TO IT, AND INSPECTIONS AND MAINTENANCE RECORDS MUST BE KEPT AT THE SITE DURING CONSTRUCTION ACTIVITY BY THE PERMITTEE(S) WHO HAVE OPERATIONAL CONTROL OF THE SITE AS SITE CONDITIONS REQUIRE, OR AT THE DIRECTION OF THE CITY. 18.OWNER MUST KEEP RECORDS OF ALL PERMITS REQUIRED FOR THE PROJECT, THE SWPPP, ALL INSPECTIONS AND MAINTENANCE, PERMANENT OPERATION AND MAINTENANCE AGREEMENTS, AND REQUIRED CALCULATIONS FOR TEMPORARY AND PERMANENT STORM WATER MANAGEMENT SYSTEMS. THESE RECORDS MUST BE RETAINED FOR THREE YEARS AFTER FILING NPDES NOTICE OF TERMINATION. 19.SWPPP MUST BE AMENDED WHEN: A.THERE IS A CHANGE IN DESIGN, OPERATION, MAINTENANCE, WEATHER OR SEASONAL CONDITIONS THAT HAS A SIGNIFICANT EFFECT ON DISCHARGE B.INSPECTIONS INDICATE THAT THE SWPPP IS NOT EFFECTIVE AND DISCHARGE IS EXCEEDING WATER QUALITY STANDARDS. C.THE BMP'S IN THE SWPPP ARE NOT CONTROLLING POLLUTANTS IN DISCHARGES OR IS NOT CONSISTENT WITH THE TERMS AND CONDITIONS OF THE PERMIT. 19.CONCRETE WASHOUT AREA A.CONTRACTOR TO PROVIDE PREFABRICATED CONCRETE WASH-OUT CONTAINER WITH RAIN PROTECTION PER PLAN. B.CONCRETE WASH-OUT TO BE IDENTIFIED WITH SIGNAGE STATING "CONCRETE WASHOUT AREA DO NOT OVERFILL". C.CONCRETE WASHOUT WATER NEEDS TO BE PUMPED WITHIN 24 HOURS OF STANDING WATER IN WASHOUT AREA. 20.IN THE EVENT OF ENCOUNTERING A WELL OR SPRING DURING CONSTRUCTION CONTRACTOR TO CEASE CONSTRUCTION ACTIVITY AND NOTIFY ENGINEER. 21.PIPE OULTETS MUST BE PROVIDED WITH TEMPORARY OR PERMANENT ENERGY DISSIPATION WITHIN 24 HOURS AFTER CONNECTION TO A SURFACE WATER. 22.FINAL STABILIZATION FINAL STABILIZATION REQUIRES THAT ALL SOIL DISTURBING ACVTIVITIES HAVE BEEN COMPLETED AND THAT DISTURBED AREAS ARE STABILIZED BY A UNIFORM PERENNIAL VEGETATIVE COVER WITH 70% OF THE EXPECTED FINAL DENSITY, AND THAT ALL PERMANENT PAVEMENTS HAVE BEEN INSTALLED. ALL TEMPORARY BMP'S SHALL BE REMOVED, DITCHES STABILIZED, AND SEDIMENT SHALL BE REMOVED FROM PERMANENT CONVEYANCES AND SEDIMENTATION BASINS IN ORDER TO RETURN THE POND TO DESIGN CAPACITY. 23.RESPONSIBILITIES A.THE OWNER MUST IDENTIFY A PERSON WHO WILL OVERSEE THE SWPPP IMPLEMENTATION AND THE PERSON RESPONSIBLE FOR INSPECTION AND MAINTENANCE: CONTACT: __________________________________ COMPANY: __________________________________ PHONE: __________________________________ B.THE CITY REQUIRES THAT WSB & ASSOCIATES TO PREFORM NPDES INSPECTIONS DURING THE CONSTRUCTION PHASE. THE COST OF THE INSPECTIONS WILL BE PAID FOR BY THE OWNER. THIS IS A REQUIREMENT FOR RELEASE OF THE BUILDING PERMIT. CONTACT:__________________________________ COMPANY: WSB & ASSOCIATES PHONE: __________________________________ 24.THE WATERSHED DISTRICT OR THE CITY MAY HAVE REQUIREMENTS FOR INSPECTIONS OR AS-BUILT DRAWINGS VERIFYING PROPER CONSTRUCTION OF THE BMPS. SWPPP NOTES SITE VICINITY MAP CONSTRUCTION STORMWATER SPECIAL WATERS SEARCH MAP N ESTIMATED QUANTITIES DESCRIPTION UNIT TEMPORARY ROCK CONSTRUCTION ENTRANCEEA SILT FENCE LF INLET PROTECTION EA QUANTITY 1 1,720 18 EROSION CONTROL BLANKET SF - SILT FENCE PRE-ASSEMBLED OR MACHINE SLICED FLOW 6" 6" NOTES: 1.PLACE BOTTOM EDGE OF FENCE INTO 6 IN DEEP TRENCH AND BACKFILL IMMEDIATELY. 2.POSTS SHALL BE: ·6 FT MAX. SPACING. ·2 IN X 2IN HARDWOOD, OR STANDARD STEEL T-TYPE FENCE POSTS. ·5' MIN. LENGTH POSTS, DRIVEN 2 FT INTO THE GROUND. 3.ATTACH FABRIC TO WOOD POST WITH A MIN. OF 5, 1 INCH LONG STAPLES. 4.ATTACH FABRIC TO STEEL POST WITH A MIN. OF 3 ZIP TIES IN TOP 8 INCHES OF FABRIC. GEOTEXTILE FABRIC PER MNDOT 3886 GEOTEXTILE FABRIC PER MNDOT 3886 DRAWN 2/2016 LOUCKS PLATE NO. 3000LOUCKS HARD SURFACE PUBLIC ROAD 2' MINIMUM 1" TO 2" WASHED ROCK 50 ' M I N I M U M AS R E Q U I R E D 4 : 1 4:1 6" MINIMUM ROCK ENTRANCE TO CONSTRUCTION SITE NOTES: 1.ROCK SIZE SHOULD BE 1" TO 2" IN SIZE SUCH AS MN/DOT CA-1 OR CA-2 COURSE AGGREGATE. (WASHED) 2.A GEOTEXTILE FABRIC MAY BE USED UNDER THE ROCK TO PREVENT MIGRATION OF THE UNDERLYING SOIL INTO THE STONE. DRAWN 2/2016 LOUCKS PLATE NO. 3004LOUCKS INLET PROTECTION - EXISTING STORM STRUCTURES HIGH-FLOW FABRIC CURB DEFLECTOR PLATE OVERFLOW 1-CENTER OF FILTER ASSEMBLY OVERFLOW 2 - TOP OF CURB BOX POLYESTER SLEEVE MANHOLE COVER ASSEMBLY FILTER ASSEMBLY 27" 27" SEDIMENT CONTROL BARRIER 2'X3' SEDIMENT CONTROL BARRIER ROAD DRAIN HIGH-FLOW INLET PROTECTION CURB AND GUTTER MODEL WIMCO ROAD DRAIN, OR APPROVED EQUAL DRAWN 2/2016 LOUCKS PLATE NO. 3011LOUCKS BIO-ROLLS LF - N APPROXIMATE LOCATION OF PROJECT SITE* LOUCKS W: \ 2 0 1 8 \ 1 8 6 5 0 \ C A D D D A T A \ C I V I L \ _ d w g S h e e t F i l e s \ C 3 - 2 Pl o t t e d : 04 / 1 6 / 2 0 1 9 1 0 : 4 7 A M 7200 Hemlock Lane, Suite 300 Maple Grove, MN 55369 763.424.5505 www.loucksinc.com PLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL CADD files prepared by the Consultant for this project are instruments of the Consultant professional services for use solely with respect to this project. These CADD files shall not be used on other projects, for additions to this project, or for completion of this project by others without written approval by the Consultant. With the Consultant's approval, others may be permitted to obtain copies of the CADD drawing files for information and reference only. All intentional or unintentional revisions, additions, or deletions to these CADD files shall be made at the full risk of that party making such revisions, additions or deletions and that party shall hold harmless and indemnify the Consultant from any & all responsibilities, claims, and liabilities. SUBMITTAL/REVISIONS PROFESSIONAL SIGNATURE QUALITY CONTROL CADD QUALIFICATION BROOKLYN CENTER APARTMENTS REAL ESTATE EQUITIES 579 Shelby Ave, St. Paul, MN 55102 BROOKLYN CENTER, MN 04/11/19 CHECK SET 04/16/19 CITY SUBMITTAL C1-1 DEMOLITION PLAN C2-1 SITE PLAN C3-1 GRADING PLAN C3-2 SWPPP C3-3 SWPPP C4-1 SANITARY & WATEMAIN C4-2 STORM SEWER C8-1 CIVIL DETAILS L1-1 LANDSCAPE PLAN Review Date SHEET INDEX License No. Date I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota. PJ Disch - PE Project Lead Drawn By Checked By Loucks Project No. 49933 18650 PJD DDL PJD 04/16/19 - STORMWATER POLLUTION PREVENTION PLAN C3-3 8 8 PROPOSED BUILDING 961.00 F.F.E. 950.00 G.F.E. PROPOSED BUILDING 961.00 F.F.E. 950.00 G.F.E. 4 4 4 4 4 4 8 8 8 8 8 8 8 88 8 8 8 8 8 8 8 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 CONNECT 6" DOMESTIC AND 6" FIRE SERVICE TO EXISTING 8" WATER MAIN PER CITY STANDARDS WITH GATE VALVES 6" FIREWATER SERVICE (VERIFY LOCATION & INV. W/ MECHANICAL) 6" DOMESTIC WATER SERVICE (VERIFY LOCATION & INV. W/ MECHANICAL) 6" FIRE WATER SERVICE AND GATE VALVE (VERIFY LOCATION & INV. W/ MECHANICAL) 6" DOMESTIC WATER SERVICE (VERIFY LOCATION & INV. W/ MECHANICAL) CONNECT 6" DOMESTIC AND 6" FIRE SERVICE TO EXISTING 8" WATER MAIN PER CITY STANDARDS WITH GATE VALVES 6x6 TEE 6" DIP 6" DIP FIRE HYDRANT AND GATE VALE 8" SANITARY SERVICE INV=842.38 (VERIFY LOCATION & INVERT W/ MECHANICAL) CONNECT INTO EXISTING SANITARY WYE PER CITY STANDARDS AT INV=841.30 SANITARY MAIN INV=841.00 FIELD VERIFY EXACT LOCATION AND INVERT 54 LF - 8" PVC @ 2.00% 8" SANITARY SERVICE INV=842.85 (VERIFY LOCATION & INVERT W/ MECHANICAL) CONNECT INTO EXISTING SANITARY WYE PER CITY STANDARDS AT INV=842.75 SANITARY MAIN INV=842.45 FIELD VERIFY EXACT LOCATION AND INVERT 51 LF - 8" PVC @ 2.00% CONNECT INTO EXISTING SANITARY WYE PER CITY STANDARDS AT INV=843.79 SANITARY MAIN INV=843.49 FIELD VERIFY EXACT LOCATION AND INVERT 35 LF - 8" PVC @ 2.00% SAN MH 1 RIM=856.50 INV=844.49 8" SANITARY SERVICE INV=845.15 (VERIFY LOCATION & INVERT W/ MECHANICAL) 33 LF - 8" PVC @ 2.00% 152 LF - 8" PVC @ 0.60% 337 LF - 8" PVC @ 0.60% SAN MH 2 RIM=858.00 INV=845.40 SAN MH 3 RIM=856.10 INV=847.42 7 LF - 8" PVC @ 0.60% 8" SANITARY SERVICE INV=847.28 (VERIFY LOCATION & INVERT W/ MECHANICAL) LOUCKS W: \ 2 0 1 8 \ 1 8 6 5 0 \ C A D D D A T A \ C I V I L \ _ d w g S h e e t F i l e s \ C 4 - 1 Pl o t t e d : 04 / 1 6 / 2 0 1 9 1 0 : 4 7 A M 7200 Hemlock Lane, Suite 300 Maple Grove, MN 55369 763.424.5505 www.loucksinc.com PLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL CADD files prepared by the Consultant for this project are instruments of the Consultant professional services for use solely with respect to this project. These CADD files shall not be used on other projects, for additions to this project, or for completion of this project by others without written approval by the Consultant. With the Consultant's approval, others may be permitted to obtain copies of the CADD drawing files for information and reference only. All intentional or unintentional revisions, additions, or deletions to these CADD files shall be made at the full risk of that party making such revisions, additions or deletions and that party shall hold harmless and indemnify the Consultant from any & all responsibilities, claims, and liabilities. SUBMITTAL/REVISIONS PROFESSIONAL SIGNATURE QUALITY CONTROL CADD QUALIFICATION BROOKLYN CENTER APARTMENTS REAL ESTATE EQUITIES 579 Shelby Ave, St. Paul, MN 55102 BROOKLYN CENTER, MN 04/11/19 CHECK SET 04/16/19 CITY SUBMITTAL C1-1 DEMOLITION PLAN C2-1 SITE PLAN C3-1 GRADING PLAN C3-2 SWPPP C3-3 SWPPP C4-1 SANITARY & WATEMAIN C4-2 STORM SEWER C8-1 CIVIL DETAILS L1-1 LANDSCAPE PLAN Review Date SHEET INDEX License No. Date I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota. PJ Disch - PE Project Lead Drawn By Checked By Loucks Project No. 49933 18650 PJD DDL PJD 04/16/19 - N SCALE IN FEET 0 30 60 SANITARY SEWER AND WATERMAIN PLAN C4-1 WARNING: THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND / OR RELOCATION OF LINES. THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. TOLL FREE: 1-800-252-1166 TWIN CITY AREA: 651-454-0002 Gopher State One Call CALL BEFORE YOU DIG! BM#1 In Brooklyn Center, at northeast corner of northbound lane Bridge No. 27040 over Shingle Creek, 1.35 miles southeast along Trunk Hwy 100 fromn the junction of Trunk Hwy100 & I-94, at Trunk Hwy milepoint 14.55, 25.0 feet southeast of northbound Trunk Hwy 100. ELEVATION = 846.58 FT (NAVD'88) BM#2 Top nut of hydrant on Northway Drive approx. 250 feet east of Xerxes Avenue N., as shown hereon. ELEVATION = 857.74 FT (NAVD'88) PROJECT BENCHMARK PARKING STALL COUNT ACCESSIBLE PARKING STALL 2 LEGEND CATCH BASIN STORM SEWER SANITARY SEWER WATERMAIN STORM MANHOLE SANITARY MANHOLE HYDRANT GATE VALVE SPOT ELEVATION SIGN LIGHT POLE POWER POLE WATER MANHOLE / WELL CONTOUR CONCRETE CURB UNDERGROUND ELECTRIC CONCRETE TELEPHONE PEDESTAL UNDERGROUND TELEPHONE UNDERGROUND GAS OVERHEAD UTILITY CHAIN LINK FENCE BUILDING RETAINING WALL NO PARKING UNDERGROUND FIBER OPTIC SANITARY SEWER SERVICE WATER SERVICE ELECTRIC METER GAS METER TREE LINE EXISTING PROPOSED 972 DRAINTILE FORCEMAIN 3 7 3 PARKING SETBACK LINE BUILDING SETBACK LINE 2 FENCE FLARED END SECTION POST INDICATOR VALVE BENCHMARK SOIL BORING 3 DIRECTION OF FLOW 1.0% 972.5 1. ALL SANITARY SEWER, STORM SEWER AND WATERMAIN UTILITIES SHALL BE FURNISHED AND INSTALLED PER THE REQUIREMENTS OF THE SPECIFICATIONS,THE MINNESOTA PLUMBING CODE, THE LOCAL GOVERNING UNIT , AND THE STANDARD UTILITIES SPECIFICATION OF THE CITY ENGINEERS ASSOCIATION OF MINNESOTA (CEAM), 2013 EDITION. 2.ALL UTILITY PIPE BEDDING SHALL BE COMPACTED SAND OR FINE GRANULAR MATERIAL. ALL COMPACTION SHALL BE PERFORMED PER THE REQUIREMENTS OF THE CEAM SPECIFICATION AND THE GEOTECHNICAL REPORT. 3.ALL CONNECTIONS TO EXISTING UTILITIES SHALL BE PERFORMED PER THE REQUIREMENTS OF THE STATE AND LOCAL JURISDICTIONS. THE CITY DEPARTMENT OF ENGINEERING AND BUILDING INSPECTIONS DEPARTMENT AND THE CONSTRUCTION ENGINEER MUST BE NOTIFIED AT LEAST 48 HOURS PRIOR TO ANY WORK WITHIN THE PUBLIC RIGHT OF WAY, OR WORK IMPACTING PUBLIC UTILITIES. 4.ALL STORM SEWER , SANITARY SEWER AND WATER SERVICES SHALL TERMINATE 5' FROM THE BUILDING FACE UNLESS OTHERWISE NOTED. 5.A MINIMUM OF 18 INCHES OF VERTICAL SEPARATION AND 10 FEET OF HORIZONTAL SEPARATION IS REQUIRED FOR ALL UTILITES UNLESS OTHERWISE NOTED. 6.ALL NEW WATERMAIN AND SERVICES MUST HAVE A MINIMUM OF 7.5 FEET OF COVER. EXTRA DEPTH MAY BE REQUIRED TO MAINTAIN A MINIMUM 18" VERTICAL SEPARATION TO SANITARY OR STORM SEWER LINES. THE CONTRACTOR SHALL FIELD ADJUST WATERMAIN TO AVOID CONFLICTS WITH SANITARY SEWER, STORM SEWER, AND SERVICES AS REQUIRED. INSULATION OF WATER AND SANITARY SEWER LINES SHALL BE PROVIDED WHERE 7.5 FEET MINIMUM DEPTH CAN NOT BE ATTAINED. 7.ALL FIRE HYDRANTS SHALL BE LOCATED 5 FEET BEHIND BACK OF CURB OR EDGE OF PAVEMENT UNLESS OTHERWISE NOTED. 8.PROPOSED PIPE MATERIALS: WATERMAIN CL 52 DIP 6" TO 8" DIAMETER SANITARY SEWER PVC SDR 35 & SCH 40 6" TO 8" DIAMETER 9. CONTRACTOR AND MANHOLE FABRICATOR SHALL SUMP (LOWER) ALL STORM SEWER CATCH BASIN CASTINGS WITHIN PAVED AREAS 0.16 FEET OR 2-INCHES BELOW THE RIM ELEVATION DEPICTED ON THE UTILITY PLAN. 10.ALL STREET REPAIRS AND PATCHING SHALL BE PERFORMED PER THE REQUIREMENTS OF THE CITY. ALL TRAFFIC CONTROL SHALL BE PROVIDED BY THE CONTRACTOR AND SHALL BE ESTABLISHED PER THE REQUIREMENTS OF THE MINNESOTA MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (MMUTCD) AND THE CITY. THIS SHALL INCLUDE ALL SIGNAGE, BARRICADES, FLASHERS AND FLAGGERS AS NEEDED. ALL PUBLIC STREETS SHALL BE OPEN TO TRAFFIC AT ALL TIMES. NO ROAD CLOSURES SHALL BE PERMITTED WITHOUT THE EXPRESSED AUTHORITY OF OF THE CITY. 11.CONNECTIONS TO EXISTING MANHOLES SHALL BE MADE BY CORE DRILLING THE MANHOLE AT THE PROPOSED INVERT ELEVATIONS AND INSTALLING A RUBBER BOOT. GROUT IN THE BOOT AND AN INVERT FOR THE NEW SEWER LINE. 12.WATERMAIN PIPE SHALL BE DIP CLASS 52, INSTALLED WITH 7.5 FEET OF COVER TO TOP PIPE. FITTINGS SHALL BE COMPACT TYPE. PIPE AND FITTINGS SHALL HAVE A CEMENT MORTAR LINING. CONDUCTIVITY SHALL BE PROVIDED BY WELDED STRAPS ACROSS EACH JOIN.T 13.TRENCH COMPACTION SHALL BE 95% STANDARD PROCTOR DENSITY IN THE AREA FROM THE PIPE ZONE TO WITHIN 3 FEET OF FINISHED GRADE AND 100% IN FINAL 3 FEET OF THE BACKFILL TO FINISH GRADE. UTILITY NOTES 855.49 854.70 855.33 855.66 853.31 853.15 849.70 850.00 849.70 853.00 853.31 853.89 854.37 856.11 856.81 860.24 860.09 860.25 860.10 860.03 860.18 859.01 858.66 858.82 857.26 856.86 856.51 851.87 851.50 851.40 851.30 851.93 856.42 856.34 856.75 857.50 858.00 859.94859.94 859.94 860.10 860.10 859.95 859.91 859.91860.10 857.05 856.75 857.02 854.71 855.06 854.15 853.84 853.07852.60 849.70 849.70 852.48 853.27 851.44 850.83 855.65 855.71 855.82 856.24 856.09 856.00 858.30 857.17 857.34 857.64 857.61 858.05 857.75 858.99 859.70 859.50 859.64 859.73 857.68 857.29 850.00 856.50 858.00 858.50 861.00 861.00 861.00 858.50 858.50 855.00 860.00 857.00 859.00 86 0 8 5 7 8 5 8 8 5 9 85 1 85 2 853 858.46 858.55 854.58 3.5 % 2.3 % 2.8 % 1.6 % 2.9 % 856 857 858 859 8 5 8 8 5 9 858.50 2.9 % 85 5 85 2 85 3 85 4 85 6 858 859 858 855 85 3 85 4 85 5 85 385 4 8 5 6 8 5 2 85 3 8 5 6 857 85 6 858 859 85 8 85 9 85 8 858 857 856 855 8 8 856.50 857.11 855 854 856 857 85 3 85 4 8 5 5 856 856 855 856 855 852853854856 852 853 854 85 9 86 1 3.0 % 4.6 % 4.6 % 3 . 0 % 3.6% 1.5 % 1.5 % 3.8% 3.7% 6.6 % 1.8 % 4.0 % 1.8 % 9.4 % 9.0 % 3.5 % 4.0 % 6.6%PROPOSED BUILDING 961.00 F.F.E. 950.00 G.F.E. PROPOSED BUILDING 961.00 F.F.E. 950.00 G.F.E. 4.7 % 857.15857 859857.31 857.35 854.85 854.77 854.23 85 5 85 4 1 . 4 % 859.74 3. 0 % 3 . 7 % 1. 5 % 2. 6 %4.4% 2.5% GW=855.00 GW=852.50 TW=858.00 GW=853.00 TW=858.00 GW=857.00 TW=857.00 TW=858.50 861.00 855.00 857.00857.00 854.00 857.50 861.00 855 85 4 8 8 8 8 8 8 8 88 8 8 8 8 8 8 8 856.50 TIE INTO EXISTING CURB MATCH EXISTING CURB STYLE IN RIGHT OF WAY TIE INTO EXISTING CURB TIE INTO EXISTING CURB TIE INTO EXISTING CURB LOUCKS W: \ 2 0 1 8 \ 1 8 6 5 0 \ C A D D D A T A \ C I V I L \ _ d w g S h e e t F i l e s \ C 3 - 1 Pl o t t e d : 04 / 1 6 / 2 0 1 9 1 0 : 4 6 A M 7200 Hemlock Lane, Suite 300 Maple Grove, MN 55369 763.424.5505 www.loucksinc.com PLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL CADD files prepared by the Consultant for this project are instruments of the Consultant professional services for use solely with respect to this project. These CADD files shall not be used on other projects, for additions to this project, or for completion of this project by others without written approval by the Consultant. With the Consultant's approval, others may be permitted to obtain copies of the CADD drawing files for information and reference only. All intentional or unintentional revisions, additions, or deletions to these CADD files shall be made at the full risk of that party making such revisions, additions or deletions and that party shall hold harmless and indemnify the Consultant from any & all responsibilities, claims, and liabilities. SUBMITTAL/REVISIONS PROFESSIONAL SIGNATURE QUALITY CONTROL CADD QUALIFICATION BROOKLYN CENTER APARTMENTS REAL ESTATE EQUITIES 579 Shelby Ave, St. Paul, MN 55102 BROOKLYN CENTER, MN 04/11/19 CHECK SET 04/16/19 CITY SUBMITTAL C1-1 DEMOLITION PLAN C2-1 SITE PLAN C3-1 GRADING PLAN C3-2 SWPPP C3-3 SWPPP C4-1 SANITARY & WATEMAIN C4-2 STORM SEWER C8-1 CIVIL DETAILS L1-1 LANDSCAPE PLAN Review Date SHEET INDEX License No. Date I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota. PJ Disch - PE Project Lead Drawn By Checked By Loucks Project No. 49933 18650 PJD DDL PJD 04/16/19 - N SCALE IN FEET 0 30 60 GRADING PLAN C3-1 WARNING: THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND / OR RELOCATION OF LINES. THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. TOLL FREE: 1-800-252-1166 TWIN CITY AREA: 651-454-0002 Gopher State One Call CALL BEFORE YOU DIG! BM#1 In Brooklyn Center, at northeast corner of northbound lane Bridge No. 27040 over Shingle Creek, 1.35 miles southeast along Trunk Hwy 100 fromn the junction of Trunk Hwy100 & I-94, at Trunk Hwy milepoint 14.55, 25.0 feet southeast of northbound Trunk Hwy 100. ELEVATION = 846.58 FT (NAVD'88) BM#2 Top nut of hydrant on Northway Drive approx. 250 feet east of Xerxes Avenue N., as shown hereon. ELEVATION = 857.74 FT (NAVD'88) 1.SPOT ELEVATIONS REPRESENT FINISHED SURFACE GRADES, GUTTER/FLOW LINE, FACE OF BUILDING, OR EDGE OF PAVEMENT UNLESS OTHERWISE NOTED. 2.CATCH BASINS AND MANHOLES IN PAVED AREAS SHALL BE SUMPED 0.04 FEET. ALL CATCH BASINS IN GUTTERS SHALL BE SUMPED 0.10 FEET. RIM ELEVATIONS SHOWN ON PLANS DO NOT REFLECT SUMPED ELEVATIONS. 3.ALL DISTURBED UNPAVED AREAS ARE TO RECEIVE MINIMUM OF 4 INCHES OF PREMIUM TOP SOIL AND SEED/MULCH OR SOD. THESE AREAS SHALL BE WATERED/MAINTAINED BY THE CONTRACTOR UNTIL VEGETATION IS ESTABLISHED. VERIFY WITH LANDSCAPE PLAN. 4.FOR SITE RETAINING WALLS "TW" EQUALS SURFACE GRADE AT TOP FACE OF WALL (NOT TOP OF WALL), "GW" EQUALS SURFACE GRADE AT BOTTOM FACE OF WALL (NOT BOTTOM OF BURIED WALL COURSES). 5.REFER TO THE REPORT OF GEOTECHNICAL EXPLORATION AND REVIEW (REPORT NO.16.61753.100), DATED 12/08/16 AS PREPARED BY NORTHERN TECHNOLOGIES INC. FOR AN EXISTING SUBSURFACE SITE CONDITION ANALYSIS AND CONSTRUCTION RECOMMENDATIONS. 6.SEE SWPPP FOR ADDITIONAL EROSION CONTROL NOTES AND REQUIREMENTS. 7.SEE UTILITY PLAN FOR WATER, STORM AND SANITARY SEWER INFORMATION. 8.SEE SITE PLAN FOR CURB AND BITUMINOUS TAPER LOCATIONS. 9.THE CONTRACTOR ALONG WITH THE OWNER SHALL OBTAIN ALL NECESSARY PERMITS AND APPROVALS FROM GOVERNING AUTHORITIES, INCLUDING ANY CITY PERMITS AND THE NPDES PERMIT FROM THE MPCA. 10.INSTALL EROSION CONTROL AND TREE PROTECTION MEASURES BEFORE BEGINNING SITE GRADING ACTIVITIES. SOME EROSION CONTROLS SUCH AS BALE CHECKS AND TEMPORARY SILT PONDS MAY BE INSTALLED AS GRADING OCCURS IN SPECIFIC AREAS. MAINTAIN EROSION CONTROLS THROUGHOUT THE GRADING PROCESS AND REMOVE WHEN TURF HAS BEEN ESTABLISHED. 11.THE CONTRACTOR SHALL ADHERE TO ALL REQUIREMENTS OF THE MPCA NPDES PERMIT. THE AREA TO BE DISTURBED SHALL BE MINIMIZED AND TURF SHALL BE ESTABLISHED WITHIN THE TIME REQUIRED. 12.GRADES SHOWN ARE FINISHED GRADES. 13.FINAL GRADING TOLERANCES ARE +/-0.1 FEET TO FINISH GRADES. 14.UNDER PAVEMENTS COMPACT THE UPPER 3 FEET OF SUBGRADE TO 100% STANDARD PROCTOR DENSITY AT OPTIMUM MOISTURE CONTENT AND 95% STANDARD PROCTOR DENSITY BLOW THE UPPER 3 FEET OF SUBGRADE. OUTSIDE PAVEMENT AREAS COMPACT EMBANKMENTS TO 95% STANDARD PROCTOR DENSITY. 15. WORKING HOURS ARE 7:00 AM - 10:00 PM, MONDAY - SATURDAY. A 48 HOUR NOTICED IS REQUIRED FOR SATURDAY WORK. 16.THE CONTRACTOR MUST HAVE A CITY LICENSE. 17.A CITY RIGHT-OF-WAY PERMIT IS REQUIRED PRIOR TO WORKING WITHIN CITY ROW. 18.TURF REINFORCEMENT MAT (TRM) SHALL BE LANDLOK 450, AS MANUFACTURED BY PROPEX GEOSOLUTIONS, OR APPROVED EQUAL. THE CONTRACTOR SHALL FOLLOW ALL OF THE MANUFACTURERS INSTRUCTIONS FOR INSTALLATION. 19.STRUCTURAL RETAINING WALL, FENCING AND HANDRAIL DESIGN BY OTHERS. REFER TO ARCHITECTURAL PLANS. GRADING & DRAINAGE SPECIFICATIONS PROJECT BENCHMARK PARKING STALL COUNT ACCESSIBLE PARKING STALL 2 LEGEND CATCH BASIN STORM SEWER SANITARY SEWER WATERMAIN STORM MANHOLE SANITARY MANHOLE HYDRANT GATE VALVE SPOT ELEVATION SIGN LIGHT POLE POWER POLE WATER MANHOLE / WELL CONTOUR CONCRETE CURB UNDERGROUND ELECTRIC CONCRETE TELEPHONE PEDESTAL UNDERGROUND TELEPHONE UNDERGROUND GAS OVERHEAD UTILITY CHAIN LINK FENCE BUILDING RETAINING WALL NO PARKING UNDERGROUND FIBER OPTIC SANITARY SEWER SERVICE WATER SERVICE ELECTRIC METER GAS METER TREE LINE EXISTING PROPOSED 972 DRAINTILE FORCEMAIN 3 7 3 PARKING SETBACK LINE BUILDING SETBACK LINE 2 FENCE FLARED END SECTION POST INDICATOR VALVE BENCHMARK SOIL BORING 3 DIRECTION OF FLOW 1.0% 972.5 8 8 PROPOSED BUILDING 961.00 F.F.E. 950.00 G.F.E. PROPOSED BUILDING 961.00 F.F.E. 950.00 G.F.E. 4 4 4 4 4 4 8 8 8 8 8 8 8 88 8 8 8 8 8 8 8 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 60" STORM VAULT (8) 160' - 60" PERFORATED CMP @ 0.00% WITH (2) HEADERS INV=848.00 ROCK INV=847.50 (SEE DETAIL) ROOF DRAIN INV=852.35 SEE MECHANICAL 35 LF - 12" STORM @ 1.00% 12" INV=852.00 ROOF DRAIN INV=852.35 SEE MECHANICAL 35 LF - 12" STORM @ 1.00% 12" INV=852.00 TRENCH DRAIN DISCHARGE PIPE. INV=851.66 SEE MECHANICAL TRENCH DRAIN 1 RIM=849.70 INV=848.20 W INV=847.20 E TO BE BROUGHT INSIDE AND PUMPED OUT. SEE MECHANICAL CBMH 1 RIM=854.58 INV=851.50 SW (12") INV=851.30 E (15") 4' SUMP=847.30 16 LF - 12" STORM @ 1.00% 15" INV=850.4755 LF - 15" STORM @ 1.50% TRENCH DRAIN 2 RIM=849.70 INV=848.20 N INV=847.20 S TO BE BROUGHT INSIDE AND PUMPED OUT. SEE MECHANICAL TRENCH DRAIN DISCHARGE PIPE. INV=852.66 SEE MECHANICAL CBMH 2 RIM=856.00 INV=851.00 SW (18") INV=851.20 NW (15") 4' SUMP=847.00 18" INV=850.50 37 LF - 18" STORM @ 1.35% CBMH 3 RIM=855.65 INV=851.64 SE (15") INV=851.84 NW (12") 29 LF - 15" STORM @ 1.50% 55 LF - 12" STORM @ 1.50% ROOF DRAIN INV=854.67 SEE MECHANICAL 67 LF - 12" STORM @ 1.00% CBMH 4 RIM=858.46 INV=854.00 N (12") INV=854.00 S (12") 42 LF - 12" STORM @ 1.50% CB 5 RIM=857.11 INV=854.00 44 LF - 12" STORM @ 1.00% CBMH 6 RIM=856.50 INV=853.56 38 LF - 12" STORM @ 1.00% CB 7 RIM=856.47 INV=853.00 19 LF - 12" STORM @ 1.50% CBMH 8 RIM=856.66 INV=853.18 SE (12") INV=852.71 N (12") INV=852.51 W (15") 58 LF - 15" STORM @ 1.50% CBMH 9 RIM=857.16 INV=851.64 E (15") INV=853.29 N (12") INV=851.44 S (18") 4'SUMP=47.44 18" INV=850.50 38 LF - 18" STORM @ 2.47% 15" INV=850.00 STMH 10 RIM=858.78 INV=849.89 48 LF - 15" STORM @ 1.50% 148 LF - 15" STORM @ 1.50% 7 LF - 15" STORM @ 1.55% STMH 11 RIM=858.17 INV=847.59 CONNECT INTO EXISTING STUB AT INV=846.85 LOUCKS W: \ 2 0 1 8 \ 1 8 6 5 0 \ C A D D D A T A \ C I V I L \ _ d w g S h e e t F i l e s \ C 4 - 2 Pl o t t e d : 04 / 1 6 / 2 0 1 9 1 1 : 1 5 A M 7200 Hemlock Lane, Suite 300 Maple Grove, MN 55369 763.424.5505 www.loucksinc.com PLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL CADD files prepared by the Consultant for this project are instruments of the Consultant professional services for use solely with respect to this project. These CADD files shall not be used on other projects, for additions to this project, or for completion of this project by others without written approval by the Consultant. With the Consultant's approval, others may be permitted to obtain copies of the CADD drawing files for information and reference only. All intentional or unintentional revisions, additions, or deletions to these CADD files shall be made at the full risk of that party making such revisions, additions or deletions and that party shall hold harmless and indemnify the Consultant from any & all responsibilities, claims, and liabilities. SUBMITTAL/REVISIONS PROFESSIONAL SIGNATURE QUALITY CONTROL CADD QUALIFICATION BROOKLYN CENTER APARTMENTS REAL ESTATE EQUITIES 579 Shelby Ave, St. Paul, MN 55102 BROOKLYN CENTER, MN 04/11/19 CHECK SET 04/16/19 CITY SUBMITTAL C1-1 DEMOLITION PLAN C2-1 SITE PLAN C3-1 GRADING PLAN C3-2 SWPPP C3-3 SWPPP C4-1 SANITARY & WATEMAIN C4-2 STORM SEWER C8-1 CIVIL DETAILS L1-1 LANDSCAPE PLAN Review Date SHEET INDEX License No. Date I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota. PJ Disch - PE Project Lead Drawn By Checked By Loucks Project No. 49933 18650 PJD DDL PJD 04/16/19 - N SCALE IN FEET 0 30 60 STORM SEWER PLAN C4-2 WARNING: THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND / OR RELOCATION OF LINES. THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. TOLL FREE: 1-800-252-1166 TWIN CITY AREA: 651-454-0002 Gopher State One Call CALL BEFORE YOU DIG! BM#1 In Brooklyn Center, at northeast corner of northbound lane Bridge No. 27040 over Shingle Creek, 1.35 miles southeast along Trunk Hwy 100 fromn the junction of Trunk Hwy100 & I-94, at Trunk Hwy milepoint 14.55, 25.0 feet southeast of northbound Trunk Hwy 100. ELEVATION = 846.58 FT (NAVD'88) BM#2 Top nut of hydrant on Northway Drive approx. 250 feet east of Xerxes Avenue N., as shown hereon. ELEVATION = 857.74 FT (NAVD'88) PROJECT BENCHMARK PARKING STALL COUNT ACCESSIBLE PARKING STALL 2 LEGEND CATCH BASIN STORM SEWER SANITARY SEWER WATERMAIN STORM MANHOLE SANITARY MANHOLE HYDRANT GATE VALVE SPOT ELEVATION SIGN LIGHT POLE POWER POLE WATER MANHOLE / WELL CONTOUR CONCRETE CURB UNDERGROUND ELECTRIC CONCRETE TELEPHONE PEDESTAL UNDERGROUND TELEPHONE UNDERGROUND GAS OVERHEAD UTILITY CHAIN LINK FENCE BUILDING RETAINING WALL NO PARKING UNDERGROUND FIBER OPTIC SANITARY SEWER SERVICE WATER SERVICE ELECTRIC METER GAS METER TREE LINE EXISTING PROPOSED 972 DRAINTILE FORCEMAIN 3 7 3 PARKING SETBACK LINE BUILDING SETBACK LINE 2 FENCE FLARED END SECTION POST INDICATOR VALVE BENCHMARK SOIL BORING 3 DIRECTION OF FLOW 1.0% 972.5 1. ALL SANITARY SEWER, STORM SEWER AND WATERMAIN UTILITIES SHALL BE FURNISHED AND INSTALLED PER THE REQUIREMENTS OF THE SPECIFICATIONS,THE MINNESOTA PLUMBING CODE, THE LOCAL GOVERNING UNIT , AND THE STANDARD UTILITIES SPECIFICATION OF THE CITY ENGINEERS ASSOCIATION OF MINNESOTA (CEAM), 2013 EDITION. 2.ALL UTILITY PIPE BEDDING SHALL BE COMPACTED SAND OR FINE GRANULAR MATERIAL. ALL COMPACTION SHALL BE PERFORMED PER THE REQUIREMENTS OF THE CEAM SPECIFICATION AND THE GEOTECHNICAL REPORT. 3.ALL CONNECTIONS TO EXISTING UTILITIES SHALL BE PERFORMED PER THE REQUIREMENTS OF THE STATE AND LOCAL JURISDICTIONS. THE CITY DEPARTMENT OF ENGINEERING AND BUILDING INSPECTIONS DEPARTMENT AND THE CONSTRUCTION ENGINEER MUST BE NOTIFIED AT LEAST 48 HOURS PRIOR TO ANY WORK WITHIN THE PUBLIC RIGHT OF WAY, OR WORK IMPACTING PUBLIC UTILITIES. 4.ALL STORM SEWER , SANITARY SEWER AND WATER SERVICES SHALL TERMINATE 5' FROM THE BUILDING FACE UNLESS OTHERWISE NOTED. 5.A MINIMUM OF 18 INCHES OF VERTICAL SEPARATION AND 10 FEET OF HORIZONTAL SEPARATION IS REQUIRED FOR ALL UTILITES UNLESS OTHERWISE NOTED. 6.ALL NEW WATERMAIN AND SERVICES MUST HAVE A MINIMUM OF 7.5 FEET OF COVER. EXTRA DEPTH MAY BE REQUIRED TO MAINTAIN A MINIMUM 18" VERTICAL SEPARATION TO SANITARY OR STORM SEWER LINES. THE CONTRACTOR SHALL FIELD ADJUST WATERMAIN TO AVOID CONFLICTS WITH SANITARY SEWER, STORM SEWER, AND SERVICES AS REQUIRED. INSULATION OF WATER AND SANITARY SEWER LINES SHALL BE PROVIDED WHERE 7.5 FEET MINIMUM DEPTH CAN NOT BE ATTAINED. 7.ALL FIRE HYDRANTS SHALL BE LOCATED 5 FEET BEHIND BACK OF CURB OR EDGE OF PAVEMENT UNLESS OTHERWISE NOTED. 8.PROPOSED PIPE MATERIALS: WATERMAIN CL 52 DIP 6" TO 8" DIAMETER SANITARY SEWER PVC SDR 35 & SCH 40 6" TO 8" DIAMETER 9. CONTRACTOR AND MANHOLE FABRICATOR SHALL SUMP (LOWER) ALL STORM SEWER CATCH BASIN CASTINGS WITHIN PAVED AREAS 0.16 FEET OR 2-INCHES BELOW THE RIM ELEVATION DEPICTED ON THE UTILITY PLAN. 10.ALL STREET REPAIRS AND PATCHING SHALL BE PERFORMED PER THE REQUIREMENTS OF THE CITY. ALL TRAFFIC CONTROL SHALL BE PROVIDED BY THE CONTRACTOR AND SHALL BE ESTABLISHED PER THE REQUIREMENTS OF THE MINNESOTA MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (MMUTCD) AND THE CITY. THIS SHALL INCLUDE ALL SIGNAGE, BARRICADES, FLASHERS AND FLAGGERS AS NEEDED. ALL PUBLIC STREETS SHALL BE OPEN TO TRAFFIC AT ALL TIMES. NO ROAD CLOSURES SHALL BE PERMITTED WITHOUT THE EXPRESSED AUTHORITY OF OF THE CITY. 11.CONNECTIONS TO EXISTING MANHOLES SHALL BE MADE BY CORE DRILLING THE MANHOLE AT THE PROPOSED INVERT ELEVATIONS AND INSTALLING A RUBBER BOOT. GROUT IN THE BOOT AND AN INVERT FOR THE NEW SEWER LINE. 12.WATERMAIN PIPE SHALL BE DIP CLASS 52, INSTALLED WITH 7.5 FEET OF COVER TO TOP PIPE. FITTINGS SHALL BE COMPACT TYPE. PIPE AND FITTINGS SHALL HAVE A CEMENT MORTAR LINING. CONDUCTIVITY SHALL BE PROVIDED BY WELDED STRAPS ACROSS EACH JOIN.T 13.TRENCH COMPACTION SHALL BE 95% STANDARD PROCTOR DENSITY IN THE AREA FROM THE PIPE ZONE TO WITHIN 3 FEET OF FINISHED GRADE AND 100% IN FINAL 3 FEET OF THE BACKFILL TO FINISH GRADE. UTILITY NOTES 86 0 8 5 7 8 5 8 8 5 9 85 1 85 2 853 856 857 858 859 8 5 8 8 5 9 85 5 85 2 85 3 85 4 85 6 858 859 858 855 85 3 85 4 85 5 85 385 4 8 5 6 8 5 2 85 3 8 5 6 857 85 6 858 859 85 8 85 9 85 8 858 857 856 855 8 8 855 854 856 857 85 3 85 4 8 5 5 856 856 855 856 855 852853854856 852 853 854 85 9 86 1 PROPOSED BUILDING 961.00 F.F.E. 950.00 G.F.E. PROPOSED BUILDING 961.00 F.F.E. 950.00 G.F.E. 857 859 85 5 85 4 855 85 4 8 8 8 8 8 8 8 88 8 8 8 8 8 8 8 SILT FENCE TYP. (SEE DETAIL) INLET PROTECTION TYP. (SEE DETAIL) INLET PROTECTION TYP. (SEE DETAIL) ROCK CONSTRUCTION ENTRANCE (SEE DETAIL) SILT FENCE TYP. (SEE DETAIL) LOUCKS W: \ 2 0 1 8 \ 1 8 6 5 0 \ C A D D D A T A \ C I V I L \ _ d w g S h e e t F i l e s \ C 3 - 2 Pl o t t e d : 04 / 1 6 / 2 0 1 9 1 0 : 4 6 A M 7200 Hemlock Lane, Suite 300 Maple Grove, MN 55369 763.424.5505 www.loucksinc.com PLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL CADD files prepared by the Consultant for this project are instruments of the Consultant professional services for use solely with respect to this project. These CADD files shall not be used on other projects, for additions to this project, or for completion of this project by others without written approval by the Consultant. With the Consultant's approval, others may be permitted to obtain copies of the CADD drawing files for information and reference only. All intentional or unintentional revisions, additions, or deletions to these CADD files shall be made at the full risk of that party making such revisions, additions or deletions and that party shall hold harmless and indemnify the Consultant from any & all responsibilities, claims, and liabilities. SUBMITTAL/REVISIONS PROFESSIONAL SIGNATURE QUALITY CONTROL CADD QUALIFICATION BROOKLYN CENTER APARTMENTS REAL ESTATE EQUITIES 579 Shelby Ave, St. Paul, MN 55102 BROOKLYN CENTER, MN 04/11/19 CHECK SET 04/16/19 CITY SUBMITTAL C1-1 DEMOLITION PLAN C2-1 SITE PLAN C3-1 GRADING PLAN C3-2 SWPPP C3-3 SWPPP C4-1 SANITARY & WATEMAIN C4-2 STORM SEWER C8-1 CIVIL DETAILS L1-1 LANDSCAPE PLAN Review Date SHEET INDEX License No. Date I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota. PJ Disch - PE Project Lead Drawn By Checked By Loucks Project No. 49933 18650 PJD DDL PJD 04/16/19 - N SCALE IN FEET 0 30 60 STORMWATER POLLUTION PREVENTION PLAN C3-2 WARNING: THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND / OR RELOCATION OF LINES. THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. TOLL FREE: 1-800-252-1166 TWIN CITY AREA: 651-454-0002 Gopher State One Call CALL BEFORE YOU DIG! BM#1 In Brooklyn Center, at northeast corner of northbound lane Bridge No. 27040 over Shingle Creek, 1.35 miles southeast along Trunk Hwy 100 fromn the junction of Trunk Hwy100 & I-94, at Trunk Hwy milepoint 14.55, 25.0 feet southeast of northbound Trunk Hwy 100. ELEVATION = 846.58 FT (NAVD'88) BM#2 Top nut of hydrant on Northway Drive approx. 250 feet east of Xerxes Avenue N., as shown hereon. ELEVATION = 857.74 FT (NAVD'88) PROJECT BENCHMARK PARKING STALL COUNT ACCESSIBLE PARKING STALL 2 LEGEND CATCH BASIN STORM SEWER SANITARY SEWER WATERMAIN STORM MANHOLE SANITARY MANHOLE HYDRANT GATE VALVE SPOT ELEVATION SIGN LIGHT POLE POWER POLE WATER MANHOLE / WELL CONTOUR CONCRETE CURB UNDERGROUND ELECTRIC CONCRETE TELEPHONE PEDESTAL UNDERGROUND TELEPHONE UNDERGROUND GAS OVERHEAD UTILITY CHAIN LINK FENCE BUILDING RETAINING WALL NO PARKING UNDERGROUND FIBER OPTIC SANITARY SEWER SERVICE WATER SERVICE ELECTRIC METER GAS METER TREE LINE EXISTING PROPOSED 972 DRAINTILE FORCEMAIN 3 7 3 PARKING SETBACK LINE BUILDING SETBACK LINE 2 FENCE FLARED END SECTION POST INDICATOR VALVE BENCHMARK SOIL BORING 3 DIRECTION OF FLOW 1.0% 972.5 INLET PROTECTION SILT FENCE ROCK CONSTRUCTION ENTRANCE SWPPP LEGEND LOUCKS W: \ 2 0 1 8 \ 1 8 6 5 0 \ C A D D D A T A \ C I V I L \ _ d w g S h e e t F i l e s \ C 8 - 1 Pl o t t e d : 04 / 1 6 / 2 0 1 9 1 0 : 4 7 A M 7200 Hemlock Lane, Suite 300 Maple Grove, MN 55369 763.424.5505 www.loucksinc.com PLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL CADD files prepared by the Consultant for this project are instruments of the Consultant professional services for use solely with respect to this project. These CADD files shall not be used on other projects, for additions to this project, or for completion of this project by others without written approval by the Consultant. With the Consultant's approval, others may be permitted to obtain copies of the CADD drawing files for information and reference only. All intentional or unintentional revisions, additions, or deletions to these CADD files shall be made at the full risk of that party making such revisions, additions or deletions and that party shall hold harmless and indemnify the Consultant from any & all responsibilities, claims, and liabilities. SUBMITTAL/REVISIONS PROFESSIONAL SIGNATURE QUALITY CONTROL CADD QUALIFICATION BROOKLYN CENTER APARTMENTS REAL ESTATE EQUITIES 579 Shelby Ave, St. Paul, MN 55102 BROOKLYN CENTER, MN 04/11/19 CHECK SET 04/16/19 CITY SUBMITTAL C1-1 DEMOLITION PLAN C2-1 SITE PLAN C3-1 GRADING PLAN C3-2 SWPPP C3-3 SWPPP C4-1 SANITARY & WATEMAIN C4-2 STORM SEWER C8-1 CIVIL DETAILS L1-1 LANDSCAPE PLAN Review Date SHEET INDEX License No. Date I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota. PJ Disch - PE Project Lead Drawn By Checked By Loucks Project No. 49933 18650 PJD DDL PJD 04/16/19 - CIVIL DETAILS C8-1 3 3/4"/FT SLOPE 7" 3" RAD. 1 12 6" 8" 13 1 / 2 " 6" 1/2" RAD. BATTERED CONCRETE B612 CURB & GUTTER DIMENSIONS TO FACE OF CURB ON PLANS ARE TO THIS LINE CONSTRUCT WITH REVERSE SLOPE GUTTER WHERE THE PAVEMENT SLOPES AWAY FROM CURB. SPECIFICATION NOTES: 1.UPON COMPLETION, CURBING SHOULD BE SPRAYED WITH A MEMBRANE CURING COMPOUND PER MNDOT 3754. 2.EXPANSION JOINTS AT MAX. SPACING OF 200'. 3.CONSTRUCT IN ACCORDANCE WITH MNDOT 2531. DRAWN 2/2016 LOUCKS PLATE NO. 2010LOUCKS 1.5" BIT. WEAR COURSE, MN/DOT 2360 SPWEA240B TACK COAT, MN/DOT 2357 1.5" BIT. NON-WEAR COURSE, MN/DOT 2360 SPNWB230B 8" AGG. BASE, CLASS 5 OR 2 MN/DOT 3138 APPROVED SUBGRADE FINISHED GRADE STANDARD BITUMINOUS PAVEMENT SECTION PAVEMENT SECTION BASED ON AMERICAN ENGINEERING & TESTING, INC. GEOTECHNICAL REPORT #01-06913 DRAWN 12/2016 LOUCKS PLATE NO. 2031LOUCKS 2" BIT. WEAR COURSE, MN/DOT 2360 SPWEA240B TACK COAT, MN/DOT 2357 2" BIT. NON-WEAR COURSE, MN/DOT 2360 SPNWB230B 10" AGG. BASE, CLASS 5 OR 2 MN/DOT 3138 APPROVED SUBGRADE FINISHED GRADE HEAVY DUTY BITUMINOUS PAVEMENT SECTION DRAWN 12/2016 LOUCKS PLATE NO. 2032LOUCKS 6" COMPACTED AGGREGATE BASE CL. 5 OR 2 MN/DOT 3138 APPROVED SUBGRADE CONCRETE PAVEMENT SECTION NOTES: 1.CONCRETE 7" THICK OR LESS SHALL BE REINFORCED WITH WELDED WIRE FABRIC OR REINFORCING BARS. CONCRETE 8" THICK OR GREATER SHALL BE REINFORCED PER GEOTECHNICAL RECOMMENDATIONS. 2.SAWED OR FORMED CONTROL JOINTS SHOULD BE INCLUDED FOR EACH 225 SQUARE FEET OF AREA OR LESS (15 FEET BY 15 FEET). 3.SAW CUTS SHOULD NOT CUT THROUGH THE WELDED WIRE FABRIC OR REINFORCING STEEL AND DOWELS SHOULD BE UTILIZED AT FORMED AND/OR COLD JOINTS. DRAWN 12/2016 LOUCKS PLATE NO. 2033LOUCKS CONCRETE SIDEWALK SECTION 4" CONCRETE WALK MN/DOT 2521 4" GRANULAR MATERIAL MN/DOT 3149 OR ON SITE NFS MATERIAL WITH APPROVAL FROM THE GEOTECHNICAL ENGINEER DRAWN 12/2016 LOUCKS PLATE NO. 2034LOUCKS 1' - 0 " ACCESSIBLE ROUTE L SE E P L A N 8'-0"8'-0"8'-0"9'-0" C 18 ' - 0 " C TYPICAL ADA PARKING 4" WIDE PAINTED LINES, TRAFFIC WHITE 4" WIDE PAINTED LINES, 18" O.C., @ 45 TRAFFIC WHITE (AISLE TO CONTAIN THE DESIGNATION "NO PARKING" COMPLYING WITH MSBC 1341.0502) HANDICAP SIGN (TYP) (SIGN TO COMPLY WITH MINNESOTA RULES 1341.0502 DRAWN 12/2016 LOUCKS PLATE NO. 2036LOUCKS TC=0 GL=-0.5 TC=0 GL=0 TC=0 GL=0 TC=0 GL=-0.5 1' - 0 " ACCESSIBLE ROUTE SE E P L A N HANDICAP SIGN/BOLLARD (TYP) (SIGN TO COMPLY WITH MINNESOTA RULES 1341.0502 TC=0 GL=0 TC=0 GL=0 TC=0 GL=0 TC=0 GL=0 B612 CURB & GUTTER FLAT CURB TC=0 GL=-0.5 TC=0 GL=-0.5 TC=0 GL=-0.5 FLAT CURB B612 CURB & GUTTER B612 CURB & GUTTER FULL HEIGHT CURB WITH FLAT CURB AT ACCESS AISLE FULL HEIGHT CURB ENTIRE WIDTH OF HC STALLS TYPICAL ADA WHEELCHAIR SYMBOL & PARKING SIGN 40 " "PARKING BY DISABLED PERMIT ONLY" ATTACH SIGN TO POST WITH APPROPRIATE STAINLESS STEEL BOLTS, WASHERS & NUTS. (TYP. AT TOP & BOTTOM OF SIGN) "VAN ACCESSIBLE" SIGN GRADE NOTES: 1.PROVIDE (1) SIGN PER STALL 2.HC SIGNAGE PER MINNESOTA RULES 1341.0502 3.SEE DETAIL 2042 FOR SIGN INSTALLATION. PROVIDE PAINTED INTERNATIONAL SYMBOL OF ACCESSIBILITY AT EACH DESIGNATED HANDICAP PARKING STALL. CENTER SYMBOL IN STALL. HC SIGNAGE PER MINNESOTA RULES 1341.0502 ALL LINES 4" WIDE 8" DIAMETER WHEELCHAIR SYMBOL NOT TO SCALE HANDICAP PARKING SIGN NOT TO SCALE 67.5° 5° 60 " - 6 6 " "NO PARKING" ATTACH SIGN TO POST WITH APPROPRIATE STAINLESS STEEL BOLTS, WASHERS & NUTS. (TYP. AT TOP & BOTTOM OF SIGN) GRADE NOTES: 1.PROVIDE (1) SIGN PER ACCESS AISLE 2.HC SIGNAGE PER MINNESOTA RULES 1341.0502 3.SEE DETAIL 2042 FOR SIGN INSTALLATION. HANDICAP ACCESS AISLE NO PARKING SIGN NOT TO SCALE 60 " - 6 6 " DRAWN 12/2016 LOUCKS PLATE NO. 2037LOUCKS 36" VAN ACCESSIBLE PARKING VEHICLE ID REQUIRED UP TO $200 FINE FOR VIOLATION 3' TR A N S I T I O N 3' TA P E R 1" EX P A N S I O N J O I N T 2 NO. 4, 3' LONG, EPOXY COATED REBARS SHALL BE INSTALLED ON EACH SIDE OF THE CASTING. REBARS AND EPOXY COATING PER MN/DOT SPEC. 3301. TYPICAL NEENAH R-3067 CASTING. 6"± CATCH BASIN CASTING INSTALLATION B612 TO CASTING DESIGN GUTTER LINE GRADE EXPANSION JOINTEXPANSION JOINT 3' MIN. TRANSITION B612 CURB & GUTTER TOP CURB NOTE: B612 CURB AND GUTTER TO BE FORMED INTO A B618 TYPE CURB AT CATCH BASIN CASTING. B612 CONCRETE CURB AND GUTTER 3' MIN. TRANSITION B612 CURB & GUTTER 2 NO. 4, 3' LONG, EPOXY COATED REBARS SHALL BE INSTALLED ON EACH SIDE OF THE CASTING. REBARS AND EPOXY COATING PER MN/DOT SPEC. 3301. DRAWN 12/2016 LOUCKS PLATE NO. 4312LOUCKS 1' - 4 " VA R I A B L E 6" 3" 6" 4.0' OUTLET FLOW 3' M I N . 2" 0"-8" 2" NYLOPLAST SNOUT STRUCTURE OR APPROVED EQUAL. CONCRETE ADJUSTING RINGS, MIN. 4" - MAX. 10" NOTE: 24"x36" SLAB OPENING FOR NEENAH R-3067 CASTING WITH D.L., D.R. OR TYPE V GRATE. 27" ɸ SLAB OPENING FOR NEENAH R-3250 & R-1733 CASTING. SUMP CATCH BASIN / MANHOLE MINIMUM SLAB THICKNESS IS 6" FOR 14' DEPTH. INCREASE THICKNESS 1" FOR 4' OF DEPTH GREATER THAN 14'. PRECAST CONCRETE MANHOLE SECTIONS WITH "O"-RING RUBBER GASKETS. SLAB TOP TO BE SET IN A MORTAR BED. 6" PRECAST REINFORCED CONCRETE SLAB. STEPS 16" O.C. ON DOWNSTREAM SIDE. EXTRUDED ALUMINUM OR STEEL REINFORCED COPOLYMER PLASTIC. 6" DRAWN 2/2016 LOUCKS PLATE NO. 4304LOUCKS PAVEMENT SECTION BASED ON AMERICAN ENGINEERING & TESTING, INC. GEOTECHNICAL REPORT #01-06913 7" 4,000 PSI CONCRETE (MN/DOT 2301) WITH BROOM FINISH & 6X6 W2.9xW2.9 WWF APPLY ANTI-SPALLING COMPOUND TO FINISHED GRADE Sheet: 1 File: s:\acad\details\cities\brooklyn center\101 hydrant and gate valve.pdf Missing or invalid reference Sheet: 1 File: S:\ACAD\Details\Cities\Brooklyn Center\102 gate valve and bo[.pdf Missing or invalid reference Sheet: 1 File: s:\acad\details\cities\brooklyn center\103 blocking or joint restraint.pdf Missing or invalid reference Sheet: 1 File: s:\acad\details\cities\brooklyn center\201 Manhole sanitary sewer.pdf Missing or invalid reference Sheet: 1 File: s:\acad\details\cities\brooklyn center\220 Pipe Bedding Classification B.pdf Missing or invalid reference Sheet: 1 File: s:\acad\details\cities\brooklyn center\221 Pipe Bedding Classification C.pdf Missing or invalid reference Sheet: 1 File: s:\acad\details\cities\brooklyn center\301 Manhole storm sewer.pdf Missing or invalid reference 8 8 PROPOSED BUILDING 961.00 F.F.E. 950.00 G.F.E. PROPOSED BUILDING 961.00 F.F.E. 950.00 G.F.E. 4 4 4 4 4 4 8 8 8 8 8 8 8 88 8 8 8 8 8 8 8 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 1 AP 1 AP 1 BS 1 AP 1 RR 1 AP 2 TH 3 SSC 3 TH 2 TH 1 SKH 1 GL 1 TH 1 SKH 1 SKH 3 SSC 1 AP 1 BS 1 RR 1 BS 1 SSC 1 BS 1 SSC 1 SKH 1 SKH 1 SGM 1 SGM 1 SGM 1 SGM 1 SKH 1 SGM 1 BS 1 SCP 1 BS 1 BS 1 SCP 1 SCP 1 SCP 1 AP 1 SCP1 BS 1 SCP 1 SKH 1 SKH 1 SKH 1 BS 1 SKH 1 GL 1 TH FOUNDATION PLANTINGS (SEE PLANT PALETTE) EDGER TYP. GARAGE ENTRY GARAGE ENTRY ROCK COBBLE OVER FABRIC ROCK COBBLE OVER FABRIC DECIDUOUS TREES QTY COMMON NAME BOTANICAL NAME CONT SIZE SIZE GL 2 GREENSPIRE LINDEN Tilia cordata `Greenspire`B & B 2.5"Cal RR 2 RENAISSANCE REFLECTION BIRCH Betula papyrifera `Renaissance Reflection`B & B 8` HGT SGM 5 SIENNA GLEN MAPLE Acer freemanii `Sienna Glen`B & B 2.5"Cal SKH 10 SKYLINE HONEYLOCUST Gleditsia triacanthos `Skycole`B & B 2.5"Cal EVERGREEN TREES QTY COMMON NAME BOTANICAL NAME CONT SIZE SIZE AP 6 AUSTRIAN PINE FULL FORM Pinus nigra B & B 5` HGT BS 9 BLACK HILLS SPRUCE FULL FORM Picea glauca `Densata`B & B 5` HGT SCP 6 SCOTCH PINE FULL FORM Pinus sylvestris B & B 5` HGT ORNAMENTAL TREES QTY COMMON NAME BOTANICAL NAME CONT SIZE SIZE SSC 8 SPRING SNOW CRABAPPLE Malus x `Spring Snow`B & B 1.5"Cal TH 9 THORNLESS HAWTHORN Crataegus crus-galli `Inermis`B & B 1.5"Cal PLANT SCHEDULE LOUCKS W: \ 2 0 1 8 \ 1 8 6 5 0 \ C A D D D A T A \ L A N D S C A P E \ _ d w g S h e e t F i l e s \ L 1 - 1 Pl o t t e d : 04 / 1 6 / 2 0 1 9 1 0 : 4 8 A M 7200 Hemlock Lane, Suite 300 Maple Grove, MN 55369 763.424.5505 www.loucksinc.com PLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL CADD files prepared by the Consultant for this project are instruments of the Consultant professional services for use solely with respect to this project. These CADD files shall not be used on other projects, for additions to this project, or for completion of this project by others without written approval by the Consultant. With the Consultant's approval, others may be permitted to obtain copies of the CADD drawing files for information and reference only. All intentional or unintentional revisions, additions, or deletions to these CADD files shall be made at the full risk of that party making such revisions, additions or deletions and that party shall hold harmless and indemnify the Consultant from any & all responsibilities, claims, and liabilities. SUBMITTAL/REVISIONS PROFESSIONAL SIGNATURE QUALITY CONTROL CADD QUALIFICATION BROOKLYN CENTER APARTMENTS REAL ESTATE EQUITIES 579 Shelby Ave, St. Paul, MN 55102 BROOKLYN CENTER, MN 04/11/19 CHECK SET 04/16/19 CITY SUBMITTAL C1-1 DEMOLITION PLAN C2-1 SITE PLAN C3-1 GRADING PLAN C3-2 SWPPP C3-3 SWPPP C4-1 SANITARY & WATEMAIN C4-2 STORM SEWER C8-1 CIVIL DETAILS L1-1 LANDSCAPE PLAN Review Date SHEET INDEX License No. Date I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota. PJ Disch - PE Project Lead Drawn By Checked By Loucks Project No. 49933 18650 PJD DDL PJD 04/16/19 - N SCALE IN FEET 0 30 60 LANDSCAPE PLAN L1-1 WARNING: THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND / OR RELOCATION OF LINES. THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. TOLL FREE: 1-800-252-1166 TWIN CITY AREA: 651-454-0002 Gopher State One Call CALL BEFORE YOU DIG! PERENNIAL PLANTING SCALE: 3/4" = 1'-0"Perennial.Dwg LOOSEN ROOTS OF PLANT MATERIAL PRIOR MULCH - 3" MIN. DEPTH - SEE NOTES OR SPECS. EDGER - SEE NOTES OR SPECS. 12" DEPTH (MIN). LOAM PLANTING SOIL - SEE NOTES OR SPECS. VARIES SEE PLAN TO PLANTING EDGE VARIES - SEE PLAN 2 L1-1 REFER TO PLAN 18" MIN. SCALE: 3/4" = 1'-0" SHRUB PLANTING DETAIL SHRUBS TO BE PLACED SO THAT TOP OF CONTAINER SITS FLUSH WITH PROPOSED GRADE. MULCH - 3" DEPTH - SEE NOTES OR SPEC. LANDSCAPE FABRIC - SEE NOTES OR SPEC. EDGING MATERIAL - SEE NOTES OR SPEC. EDGE VARIES - REFER TO PLAN PLANTING SOIL - SEE NOTES OR SPEC. LOOSEN ROOTS OF ALL CONTAINERIZED PLANTS. SCARIFY BOTTOM AND SIDES OF HOLE PRIOR TO PLANTING BUILDING WALL (TYP) 1 L1-1 GENERAL NOTES CONTRACTOR SHALL VISIT SITE PRIOR TO SUBMITTING BID. HE SHALL INSPECT SITE AND BECOME FAMILIAR WITH EXISTING CONDITIONS RELATING TO THE NATURE AND SCOPE OF WORK. VERIFY LAYOUT AND ANY DIMENSIONS SHOWN AND BRING TO THE ATTENTION OF THE LANDSCAPE ARCHITECT ANY DISCREPANCIES WHICH MAY COMPROMISE THE DESIGN AND/OR INTENT OF THE PROJECT'S LAYOUT. ASSURE COMPLIANCE WITH ALL APPLICABLE CODES AND REGULATIONS GOVERNING THE WORK OR MATERIALS SUPPLIED. CONTRACTOR SHALL PROTECT ALL EXISTING ROADS, CURBS/GUTTERS, TRAILS, TREES, LAWNS AND SITE ELEMENTS DURING PLANTING OPERATIONS. ANY DAMAGE TO SAME SHALL BE REPAIRED AT NO COST TO THE OWNER. CONTRACTOR SHALL VERIFY ALIGNMENT AND LOCATION OF ALL UNDERGROUND AND ABOVE GRADE UTILITIES AND PROVIDE THE NECESSARY PROTECTION FOR SAME BEFORE CONSTRUCTION / MATERIAL INSTALLATION BEGINS (MINIMUM 10' - 0" CLEARANCE). ALL UNDERGROUND UTILITIES SHALL BE LAID SO THAT TRENCHES DO NOT CUT THROUGH ROOT SYSTEMS OF ANY EXISTING TREES TO REMAIN. EXISTING CONTOURS, TRAILS, VEGETATION, CURB/GUTTER AND OTHER EXISTING ELEMENTS BASED UPON INFORMATION SUPPLIED TO LANDSCAPE ARCHITECT BY OTHERS. CONTRACTOR SHALL VERIFY ANY AND ALL DISCREPANCIES PRIOR TO CONSTRUCTION AND NOTIFY LANDSCAPE ARCHITECT OF SAME. LANDSCAPE INSTALLATION: COORDINATE THE PHASES OF CONSTRUCTION AND PLANTING INSTALLATION WITH OTHER CONTRACTORS WORKING ON SITE. NO PLANTING WILL BE INSTALLED UNTIL COMPLETE GRADING AND CONSTRUCTION HAS BEEN COMPLETED IN THE IMMEDIATE AREA. WHERE SOD/SEED ABUTS PAVED SURFACES, FINISHED GRADE OF SOD/SEED SHALL BE HELD 1" BELOW SURFACE ELEVATION OF TRAIL, SLAB, CURB, ETC. SEED ALL AREAS DISTURBED DUE TO GRADING OTHER THAN THOSE AREAS NOTED TO RECEIVE SOD. SEED SHALL BE INSTALLED AND MULCHED AS PER MNDOT SPECS. SOD ALL DESIGNATED AREAS DISTURBED DUE TO GRADING. SOD SHALL BE LAID PARALLEL TO THE CONTOURS AND SHALL HAVE STAGGERED JOINTS. ON SLOPES STEEPER THAN 3:1 OR IN DRAINAGE SWALES, THE SOD SHALL BE STAKED TO THE GROUND. ALL PLANT MATERIAL SHALL COMPLY WITH THE LATEST EDITION OF THE AMERICAN STANDARD FOR NURSERY STOCK, AMERICAN ASSOCIATION OF NURSERYMEN. UNLESS NOTED OTHERWISE, ALL SHRUBS SHALL HAVE AT LEAST 5 CANES AT THE SPECIFIED MINIMUM SHRUB HEIGHT OR WIDTH. ORNAMENTAL TREES SHALL HAVE NO V CROTCHES AND SHALL BEGIN BRANCHING NO LOWER THAN 3' ABOVE ROOT BALL. STREET AND BOULEVARD TREES SHALL BEGIN BRANCHING NO LOWER THAN 5' ABOVE FINISHED GRADE. ANY CONIFEROUS TREE PREVIOUSLY PRUNED FOR CHRISTMAS TREE SALES SHALL NOT BE USED. ALL CONIFEROUS TREES SHALL BE FULL FORM, NATURAL TO THE SPECIES, WITHOUT PRUNING. PLAN TAKES PRECEDENCE OVER PLANT SCHEDULE IF DISCREPANCIES IN QUANTITIES EXIST. SPECIFICATIONS TAKE PRECEDENCE OVER NOTES. NO PLANT MATERIAL SUBSTITUTIONS WILL BE ACCEPTED UNLESS APPROVAL IS REQUESTED OF THE LANDSCAPE ARCHITECT BY THE LANDSCAPE CONTRACTOR PRIOR TO THE SUBMISSION OF A BID AND/OR QUOTATION. ALL PROPOSED PLANTS SHALL BE LOCATED AND STAKED AS SHOWN ON PLAN. ADJUSTMENTS IN LOCATION OF PROPOSED PLANT MATERIALS MAY BE NEEDED IN FIELD. SHOULD AN ADJUSTMENT BE ADVISED, THE LANDSCAPE ARCHITECT MUST BE NOTIFIED. ALL PLANT MATERIALS SHALL BE FERTILIZED UPON INSTALLATION WITH A 27-3-3 SLOW RELEASE FERTILIZER MIXED IN WITH THE PLANTING SOIL PER THE MANUFACTURER'S INSTRUCTIONS. PLANTS MAY BE TREATED FOR SUMMER AND FALL INSTALLATION WITH AN APPLICATION OF GRANULAR 27-3-3 AT 6 OZ PER 2.5" CALIPER PER TREE AND 3 OZ PER SHRUB WITH AN ADDITIONAL APPLICATION OF 27-3-3 THE FOLLOWING SPRING IN THE TREE SAUCER. ALL PLANTING AREAS RECEIVING GROUND COVER, PERENNIALS, ANNUALS, AND/OR VINES SHALL RECEIVE A MINIMUM OF 12" DEPTH OF PLANTING SOIL CONSISTING OF AT LEAST 45 PARTS TOPSOIL, 45 PARTS PEAT OR MANURE AND 10 PARTS SAND. ALL PLANTS TO BE INSTALLED AS PER PLANTING DETAILS. REMOVE ALL FLAGGING AND LABELS FROM PLANTS. WRAPPING MATERIAL SHALL BE CORRUGATED PVC PIPING 1" GREATER IN CALIPER THAN THE TREE BEING PROTECTED OR QUALITY, HEAVY, WATERPROOF CREPE PAPER MANUFACTURED FOR THIS PURPOSE. WRAP ALL DECIDUOUS TREES PLANTED IN THE FALL PRIOR TO 12-1 AND REMOVE ALL WRAPPING AFTER 5-1. BLACK METAL EDGER TO BE USED TO CONTAIN SHRUBS, PERENNIALS, AND ANNUALS WHERE BED MEETS SOD/SEED UNLESS NOTED OTHERWISE. ALL SHRUB AND PERENNIAL BED MASSINGS TO RECEIVE 3" DEEP SHREDDED HARDWOOD MULCH AND FIBER MAT WEED BARRIER. (COLOR: TBD) ALL TREES TO RECEIVE 4" DEEP SHREDDED HARDWOOD MULCH RING WITH NO MULCH IN DIRECT CONTACT WITH TREE TRUNK. (COLOR: TBD) SPREAD GRANULAR PRE EMERGENT HERBICIDE (PREEN OR EQUAL) PER MANUFACTURER'S RECOMMENDATIONS UNDER ALL MULCHED AREAS. MAINTENANCE STRIPS TO HAVE EDGER AND MULCH AS SPECIFIED/INDICATED ON DRAWING OR IN SPECIFICATION. IF THE LANDSCAPE CONTRACTOR IS CONCERNED OR PERCEIVES ANY DEFICIENCIES IN THE PLANT SELECTIONS, SOIL CONDITIONS OR ANY OTHER SITE CONDITION WHICH MIGHT NEGATIVELY AFFECT PLANT ESTABLISHMENT, SURVIVAL OR GUARANTEE, HE MUST BRING THESE DEFICIENCIES TO THE ATTENTION OF THE LANDSCAPE ARCHITECT PRIOR TO PROCUREMENT AND/OR INSTALLATION. CONTRACTOR SHALL SUBMIT A WRITTEN REQUEST FOR THE OWNER ACCEPTANCE INSPECTION OF ALL LANDSCAPE AND SITE IMPROVEMENTS. CONTRACTOR IS RESPONSIBLE FOR ON-GOING MAINTENANCE OF ALL NEWLY INSTALLED MATERIALS UNTIL TIME OF OWNER ACCEPTANCE. ANY ACTS OF VANDALISM OR DAMAGE WHICH MAY OCCUR PRIOR TO OWNER ACCEPTANCE SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. CONTRACTOR SHALL PROVIDE THE OWNER WITH A MAINTENANCE PROGRAM INCLUDING, BUT NOT NECESSARILY LIMITED TO, PRUNING, FERTILIZATION AND DISEASE/PEST CONTROL. CONTRACTOR SHALL GUARANTEE NEW PLANT MATERIAL THROUGH ONE CALENDAR YEAR FROM THE DATE OF OWNER ACCEPTANCE. WARRANTY (ONE FULL GROWING SEASON) FOR LANDSCAPE MATERIALS SHALL BEGIN ON THE DATE OF ACCEPTANCE BY THE LANDSCAPE ARCHITECT AFTER THE COMPLETION OF PLANTING OF ALL LANDSCAPE MATERIALS. NO PARTIAL ACCEPTANCE WILL BE CONSIDERED. UNLESS NOTED OTHERWISE THE APPROPRIATE DATES FOR SPRING PLANT MATERIAL INSTALLATION AND SEED/SOD PLACEMENT IS FROM THE TIME GROUND HAS THAWED TO JUNE 15. FALL SODDING IS GENERALLY ACCEPTABLE FROM AUGUST 15 - NOVEMBER 1. FALL SEEDING FROM AUGUST 15 - SEPTEMBER 15; DORMANT SEEDING IN THE FALL SHALL NOT OCCUR PRIOR TO NOVEMBER 1. FALL CONIFEROUS PLANTING MAY OCCUR FROM AUGUST 15 - OCTOBER 1 AND DECIDUOUS PLANTING FROM THE FIRST FROST UNTIL NOVEMBER 15. PLANTING OUTSIDE THESE DATES IS NOT RECOMMENDED. ANY ADJUSTMENT MUST BE APPROVED IN WRITING BY THE LANDSCAPE ARCHITECT. LANDSCAPE CONTRACTOR SHALL ESTABLISH TO HIS SATISFACTION THAT SOIL AND COMPACTION CONDITIONS ARE ADEQUATE TO ALLOW FOR PROPER DRAINAGE AT AND AROUND THE BUILDING SITE. Deciduous Tree.DWG DECIDUOUS TREE PLANTING DETAIL SCALE: 1/2" = 1'-0" 2x ROOT BALL WIDTH CONTRACTOR IS RESPONSIBLE FOR TESTING PERCOLATION RATES PRIOR TO PLANTING.NOTIFY LANDSCAPE ARCHITECT IMMEDIATELY IFPOOR DRAINAGE EXISTS. SET PLANT ON UNDISTURBED NATIVE SOIL SCARIFY BOTTOM AND SIDES OF HOLE PRIORTO PLANTING EDGE VARIES - SEE PLAN WOOD STAKE (OPTIONAL) MULCH - 4" DEEP. NO MULCH IN CONTACT WITH TRUNK - SEE NOTES OR SPECS. ROOT FLARE EVEN WITH OR JUST ABOVE GRADE. SAFETY FLAGGING - ONE PER WIRE TREE WRAP TO FIRST BRANCH 16"x2" POLYPROPYLENE OR POLYETHYLENE STRAP WATER TREE THOROUGHLY DURING PLANTING OPERATIONS. PLACE BACKFILL IN 8-12" LIFTS ANDSATURATE SOIL WITH WATER. DO NOT COMPACTMORE THAN NECESSARY TO MAINTAIN PLUMB. CUT BACK WIRE BASKET PRUNE DAMAGED AND CROSSING BRANCHESAFTER PLANTING IS COMPLETE. THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING ALL TREES IN A PLUMB POSITIONTHROUGH THE WARRANTY PERIOD. STAKING ISSUGGESTED, BUT NOT REQUIRED. ANY STAKING MUST CONFORM WITH PRACTICES AS DEFINED INA.N.A. GUIDELINES FOR STANDARD PRACTICES BACKFILL WITH IN SITU TOPSOIL 4 L1-1Coniferous Tree.DWG CONIFEROUS TREE PLANTING DETAIL SCALE: 1/2" = 1'-0" 2 x ROOT BALL WIDTH THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING ALL TREES IN A PLUMB POSITION THROUGH THE WARRANTY PERIOD. STAKING IS SUGGESTED, BUT NOT REQUIRED. ANY STAKING MUST CONFORM WITH PRACTICES AS DEFINED IN A.N.A. GUIDELINES FOR STANDARD PRACTICES. PRUNE ANY DAMAGED BRANCHES AFTER PLANTING IS COMPLETE. 16"x2" POLYPROPYLENE OR POLYETHYLENE STRAP SAFETY FLAGGING - ONE PER WIRE BACKFILL WITH IN SITU TOPSOIL WOOD STAKE (OPTIONAL) EDGE VARIES - SEE PLAN CONTRACTOR IS RESPONSIBLE FOR TESTING PERCOLATION RATES PRIOR TO PLANTING. NOTIFY LANDSCAPE ARCHITECT IMMEDIATELY IF POOR DRAINAGE EXISTS. ROOT BALL SET ON UNDISTURBED SUBGRADE SCARIFY BOTTOM AND SIDES OF HOLE PRIOR TO PLANTING WATER TREE THOROUGHLY DURING PLANTING OPERATIONS. PLACE BACKFILL IN 8-12" LIFTS AND SATURATE SOIL WITH WATER. DO NOT COMPACT MORE THAN NECESSARY TO MAINTAIN PLUMB. MULCH - 4" DEEP - SEE NOTES OR SPECS. MULCH MUST NOT BE IN CONTACT WITH TRUNK. 3 L1-1 IRRIGATION NOTES: VERIFY EXISTING/PROPOSED IRRIGATION SYSTEM LAYOUT AND CONFIRM COMPLETE LIMITS OF IRRIGATION PRIOR TO SUPPLYING SHOP DRAWINGS. LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AN IRRIGATION LAYOUT PLAN AND SPECIFICATION AS A PART OF THE SCOPE OF WORK WHEN BIDDING. THESE SHALL BE APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO ORDER AND/OR INSTALLATION. IT SHALL BE THE LANDSCAPE CONTRACTORS RESPONSIBILITY TO INSURE THAT ALL SODDED/SEEDED AND PLANTED AREAS ARE IRRIGATED PROPERLY, INCLUDING THOSE AREAS DIRECTLY AROUND AND ABUTTING BUILDING FOUNDATION. THE LANDSCAPE CONTRACTOR SHALL PROVIDE THE OWNER WITH AN IRRIGATION SCHEDULE APPROPRIATE TO THE PROJECT SITE CONDITIONS AND TO PLANT MATERIAL GROWTH REQUIREMENTS. IRRIGATION SYSTEM IS NOT TO SPRINKLE ACROSS PAVEMENT. THE SYSTEM SHALL INCORPORATE A RAIN SENSOR INTO IRRIGATION SYSTEM. PLANTINGS OUTSIDE THE LIMITS OF IRRIGATION ARE TO BE WATERED REGULARLY UNTIL PLANTING/SOD/SEED HAS BEEN ESTABLISHED. LANDSCAPE REQUIREMENTS: SITE AREA: 4.80 ACRES PROPOSED TYPE OF DEVELOPMENT: MULTI-FAMILY RESIDENTIAL POINTS REQUIRED PER LANDSCAPE POINT SYSTEEM: (90 * 2 = 180)& (75 * 2.8 = 210)180 + 210 = 390 POINTS PREQUIRED TOTAL OVERSTORY TREES (50% MAX):19 * 10 = 190 POINTS TOTAL CONIFEROUS TREES (40% MAX):21 * 6 = 126 POINTS TOTAL DECORATIVE TREES (35% MAX):17 * 1.5 = 25.5 POINTS TOTAL SHRUBS (25% MAX):98 * 0.5 = 49 POINTS TOTAL POINTS REQUIRED:390 POINTS TOTAL POINTS PROPOSED:390.5 POINTS NOTE: A VARIETY OF PERENNIALS WILL BE INCLUDED TO COMPIMENT THE SHRUBS AROUND THE BUILDING FOUNDATION. TURF GRASS FOUNDATION PLANTING BED - TO INCLUDE FULL COMPLIMENT OF SHRUBS AND PERENNIALS. INFO TO BE DISPLAYED IN FUTURE SUBMITTAL BASS LAKE RD XE R X E S A V E N N O R T H W A Y B L V D Schema 1 Legend 1BR/1BA 2BR/2BA 3BR/2BA Amenity Core/Stairs N SENIOR LIVING Transformer Transformer Tot Lot 1,337 ft² Unit 4-0 1,337 ft² Unit 4-0 994 ft² Unit 3-0 994 ft² Unit 3-0 1,337 ft² Unit 4-0 1,337 ft² Unit 4-0 276 ft² Stairs 968 ft² Core 276 ft² Stairs 694 ft² Unit 1-0 994 ft² Unit 3-0 994 ft² Unit 3-0 1,326 ft² Unit 4-1 712 ft² Unit 1-0 712 ft² Unit 1-0 994 ft² Unit 3-0 994 ft² Unit 3-0 1,326 ft² Unit 4-1 1,326 ft² Unit 4-1 Patio Patio 738 ft² Lounge 994 ft² Unit 3-0 994 ft² Unit 3-0 712 ft² Unit 1-0 694 ft² Unit 1-0 717 ft² Fitness 411 ft² Entry 306 ft² Office 712 ft² Unit 1-0712 ft² Unit 1-0 1,337 ft² Unit 4-0 1,337 ft² Unit 4-0 994 ft² Unit 3-0 1,309 ft² Core 712 ft² Unit 1-0 994 ft² Unit 3-0 994 ft² Unit 3-0 994 ft² Unit 3-0 Dog Run 1,021 ft² Unit 3-1 3,405 ft² Corridor kaas wilson architects Site Plan - Level 1 1" = 30'-0" 1 Level 1 18101 -Unit Mix by Floor Name Unit Type Count Area Level Unit Type Level 1 Unit 1-0 1BR/1BA 8 Level 1 1BR Unit 3-0 2BR/2BA 12 994 ft² Level 1 2 BR Unit 3-1 2BR/2BA 1 1,021 ft² Level 1 2 BR Unit 4-0 3BR/2BA 6 1,337 ft² Level 1 3 BR Unit 4-1 3BR/2BA 3 1,326 ft² Level 1 3 BR 30 Level 2 Unit 1-0 1BR/1BA 11 712 ft² Level 2 1BR Unit 3-0 2BR/2BA 12 994 ft² Level 2 2 BR Unit 3-1 2BR/2BA 1 1,020 ft² Level 2 2 BR Unit 4-0 3BR/2BA 6 1,337 ft² Level 2 3 BR Unit 4-1 3BR/2BA 3 1,326 ft² Level 2 3 BR 33 Level 3 Unit 1-0 1BR/1BA 11 712 ft² Level 3 1BR Unit 3-0 2BR/2BA 12 994 ft² Level 3 2 BR Unit 3-1 2BR/2BA 1 1,020 ft² Level 3 2 BR Unit 4-0 3BR/2BA 6 1,337 ft² Level 3 3 BR Unit 4-1 3BR/2BA 3 1,326 ft² Level 3 3 BR 33 Level 4 Unit 1-0 1BR/1BA 9 712 ft² Level 4 1BR Unit 3-0 2BR/2BA 12 994 ft² Level 4 2 BR Unit 3-1 2BR/2BA 1 1,021 ft² Level 4 2 BR Unit 4-0 3BR/2BA 6 1,337 ft² Level 4 3 BR Unit 4-1 3BR/2BA 3 1,326 ft² Level 4 3 BR 31 Grand total 127 18101 -Unit Mix by Type Name Unit Type Count Area Total Area 1BR/1BA Unit 1-0 1BR/1BA 39 27,744 ft² 39 27,744 ft² 2BR/2BA Unit 3-0 2BR/2BA 48 994 ft² 47,697 ft² Unit 3-1 2BR/2BA 4 4,082 ft² 52 51,780 ft² 3BR/2BA Unit 4-0 3BR/2BA 24 1,337 ft² 32,094 ft² Unit 4-1 3BR/2BA 12 1,326 ft² 15,914 ft² 36 48,008 ft² Grand total 127 127,532 ft² Schema 1 Legend Core/Stairs Garage 39,245 ft² Garage 206 ft² Stairs 6 29 6 13 44 Area Well Garage Exhaust Area Well Garage Intake Mech/Elec Core SENIOR LIVING 13 Core Bikes & Storage 206 ft² Stairs kaas wilson architects Level -1 1" = 30'-0" 1 Level -1 Schema 1 Legend 1BR/1BA 2BR/2BA 3BR/2BA Core/Stairs SENIOR LIVING 1,337 ft² Unit 4-0 1,337 ft² Unit 4-0 1,326 ft² Unit 4-1 1,337 ft² Unit 4-0 276 ft² Stairs 968 ft² Core 1,326 ft² Unit 4-1 1,326 ft² Unit 4-1 1,337 ft² Unit 4-0 276 ft² Stairs 994 ft² Unit 3-0 712 ft² Unit 1-0 1,337 ft² Unit 4-0 1,337 ft² Unit 4-0 994 ft² Unit 3-0 994 ft² Unit 3-0 712 ft² Unit 1-0 712 ft² Unit 1-0994 ft² Unit 3-0 994 ft² Unit 3-0 712 ft² Unit 1-0 712 ft² Unit 1-0 712 ft² Unit 1-0 712 ft² Unit 1-0 994 ft² Unit 3-0 994 ft² Unit 3-0 994 ft² Unit 3-0994 ft² Unit 3-0 994 ft² Unit 3-0994 ft² Unit 3-0 712 ft² Unit 1-0 712 ft² Unit 1-0 712 ft² Unit 1-0994 ft² Unit 3-0 712 ft² Unit 1-0 1,309 ft² Core 1,020 ft² Unit 3-1 3,431 ft² Corridor kaas wilson architects Level 2-3 1" = 30'-0" 1 Level 2 SENIOR LIVING 712 ft² Unit 1-0 712 ft² Unit 1-0 712 ft² Unit 1-0 712 ft² Unit 1-0 1,326 ft² Unit 4-1 968 ft² Core 276 ft² Stairs 1,337 ft² Unit 4-0 1,337 ft² Unit 4-0 994 ft² Unit 3-0 994 ft² Unit 3-0 1,326 ft² Unit 4-1 994 ft² Unit 3-0 994 ft² Unit 3-0 712 ft² Unit 1-0 717 ft² Club Room 717 ft² Rooftop Patio 712 ft² Unit 1-0 994 ft² Unit 3-0 994 ft² Unit 3-0 1,326 ft² Unit 4-1 1,337 ft² Unit 4-0 3,420 ft² Corridor 994 ft² Unit 3-0 994 ft² Unit 3-0 1,337 ft² Unit 4-0 1,337 ft² Unit 4-0 994 ft² Unit 3-0 1,337 ft² Unit 4-0 276 ft² Stairs 994 ft² Unit 3-0 994 ft² Unit 3-0 712 ft² Unit 1-0 994 ft² Unit 3-0 1,309 ft² Core 712 ft² Unit 1-0 712 ft² Unit 1-0 1,021 ft² Unit 3-1 Schema 1 Legend 1BR/1BA 2BR/2BA 3BR/2BA Amenity Core/Stairs Corridor Patio kaas wilson architects Level 4 1" = 30'-0" 1 Level 4 Level 1 100'-0" Level 2 110'-7 7/8" Level 3 121'-3 3/4" Level 4 131'-11 5/8" Truss Brg. 141'-0 3/4" 5.1 5.0 7.3 8.0 4.1 7.5 7.5 8.2 5.1 SD_500 3 SD_500 5 SD_500 6 SD_500 4 SD_500 1 SD_500 2 Level 1 100'-0" Level 2 110'-7 7/8" Level 3 121'-3 3/4" Level 4 131'-11 5/8" Truss Brg. 141'-0 3/4" 7.3 5.0 5.1 8.0 7.5 7.5 4.1 7.5 8.2 7.5 Level 1 100'-0" Level 2 110'-7 7/8" Level 3 121'-3 3/4" Level 4 131'-11 5/8" Truss Brg. 141'-0 3/4" 5.1 8.0 7.3 5.0 5.0 4.1 7.5 Level 1 100'-0" Level 2 110'-7 7/8" Level 3 121'-3 3/4" Level 4 131'-11 5/8" Truss Brg. 141'-0 3/4" 7.3 5.1 5.0 4.1 5.0 7.5 8.0 Level 1 100'-0" Level 2 110'-7 7/8" Level 3 121'-3 3/4" Level 4 131'-11 5/8" Truss Brg. 141'-0 3/4" 5.1 5.0 4.1 5.0 8.0 4.1 7.5 7.5 Level 1 100'-0" Level 2 110'-7 7/8" Level -1 89'-4" Level 3 121'-3 3/4" Level 4 131'-11 5/8" Truss Brg. 141'-0 3/4" 5.0 8.0 5.1 4.1 5.0 8.0 4.1 7.3 7.5 EXTERIOR MATERIAL TAG KEY 5.0 PREFIN MTL SIDING W/ VERTICAL SEAM -COLOR: BLACK 7.3 CFB LAP SIDING -6" AND 4" EXPOSURE -COLOR: TAUPE 5.1 PREFIN MTL SIDING -CORTEN STEEL 7.5 CFB TRIM 5/4 BOARD -COLOR : BLACK MASONRY: METALS: OPENINGS: SIDING: WOOD: 8.0 VINYL WINDOW -COLOR: BLACK 8.2 ALUMINUM STOREFRONT GLAZING -COLOR: BLACK 6.1 WOOD TRELLIS -COLOR: TBD 4.1 BRICK -COLOR: SAND kaas wilson architects Exterior Elevations 3/32" = 1'-0" 3 1 - N 1b - ENTRY 3/32" = 1'-0" 2 10 - N 1a 3/32" = 1'-0" 1 9 - E 2 3/32" = 1'-0" 5 2 - W 1 3/32" = 1'-0" 6 3 - N 2 3/32" = 1'-0" 4 8 - N 3 Level 1 100'-0" Level 2 110'-7 7/8" Level 3 121'-3 3/4" Level 4 131'-11 5/8" Truss Brg. 141'-0 3/4" 5.0 7.3 5.1 7.5 7.5 4.1 8.0 7.5 8.2 6.1 Level 1 100'-0" Level 2 110'-7 7/8" Level 3 121'-3 3/4" Level 4 131'-11 5/8" Truss Brg. 141'-0 3/4" 8.2 8.0 5.1 7.3 7.5 4.1 7.5 SD_501 3 SD_501 1 SD_501 4 SD_501 2 Level 1 100'-0" Level 2 110'-7 7/8" Level 3 121'-3 3/4" Level 4 131'-11 5/8" Truss Brg. 141'-0 3/4" 7.3 5.1 5.0 4.1 5.0 5.1 7.5 8.0 Level 1 100'-0" Level 2 110'-7 7/8" Level 3 121'-3 3/4" Level 4 131'-11 5/8" Truss Brg. 141'-0 3/4" 5.1 5.0 4.1 8.0 7.5 4.1 5.1 EXTERIOR MATERIAL TAG KEY 5.0 PREFIN MTL SIDING W/ VERTICAL SEAM -COLOR: BLACK 7.3 CFB LAP SIDING -6" AND 4" EXPOSURE -COLOR: TAUPE 5.1 PREFIN MTL SIDING -CORTEN STEEL 7.5 CFB TRIM 5/4 BOARD -COLOR : BLACK MASONRY: METALS: OPENINGS: SIDING: WOOD: 8.0 VINYL WINDOW -COLOR: BLACK 8.2 ALUMINUM STOREFRONT GLAZING -COLOR: BLACK 6.1 WOOD TRELLIS -COLOR: TBD 4.1 BRICK -COLOR: SAND kaas wilson architects Exterior Elevations 3/32" = 1'-0" 1 5 - S 1a 3/32" = 1'-0" 2 6 - S 1b 3/32" = 1'-0" 3 4 - E 1 3/32" = 1'-0" 4 7 - W 2 Schema 1 Legend 1BR/1BA 2BR/2BA Amenity Core/Stairs Corridor Office N Patio WORKFORCE LIVING 1,137 ft² Unit 3-1 1,137 ft² Unit 3-1 772 ft² Unit 1-1 276 ft² Stair 772 ft² Unit 1-1 772 ft² Unit 1-1 772 ft² Unit 1-1 772 ft² Unit 1-1 772 ft² Unit 1-1 772 ft² Unit 1-1 772 ft² Unit 1-1 772 ft² Unit 1-1 773 ft² Core 942 ft² Unit 1-2 779 ft² Lounge 772 ft² Unit 1-1 442 ft² Entry 331 ft² Office 697 ft² Fitness 1,074 ft² Clubroom 1,034 ft² Hobby 772 ft² Unit 1-1 772 ft² Unit 1-1 772 ft² Unit 1-1 718 ft² Core 772 ft² Unit 1-1 713 ft² Unit 1-0 771 ft² Unit 1-1 1,200 ft² Unit 3-2 1,049 ft² Unit 3-0 1,049 ft² Unit 3-0 276 ft² Stair 1,137 ft² Unit 3-1 1,137 ft² Unit 3-1 1,049 ft² Unit 3-0 TOT LOT DOG RUN kaas wilson architects Level 1 1" = 30'-0" 1 Level 1 18101 -Unit Mix by Floor Name Unit Type Count Area Level Unit Type Level 1 Unit 1-0 1BR/1BA 1 713 ft² Level 1 1 BR Unit 1-1 1BR/1BA 15 Level 1 1BR Unit 1-2 1BR/1BA 1 942 ft² Level 1 1BR Unit 3-0 2BR/2BA 3 1,049 ft² Level 1 2 BR Unit 3-1 2BR/2BA 4 1,137 ft² Level 1 2 BR Unit 3-2 2BR/2BA 1 1,200 ft² Level 1 2 BR 25 Level 2 Unit 1-0 1BR/1BA 2 713 ft² Level 2 1 BR Unit 1-1 1BR/1BA 17 Level 2 1BR Unit 1-2 1BR/1BA 1 942 ft² Level 2 1BR Unit 3-0 2BR/2BA 5 1,049 ft² Level 2 2 BR Unit 3-1 2BR/2BA 4 1,137 ft² Level 2 2 BR Unit 3-2 2BR/2BA 1 1,200 ft² Level 2 2 BR 30 Level 3 Unit 1-0 1BR/1BA 2 713 ft² Level 3 1 BR Unit 1-1 1BR/1BA 17 Level 3 1BR Unit 1-2 1BR/1BA 1 942 ft² Level 3 1BR Unit 3-0 2BR/2BA 5 1,049 ft² Level 3 2 BR Unit 3-1 2BR/2BA 4 1,137 ft² Level 3 2 BR Unit 3-2 2BR/2BA 1 1,200 ft² Level 3 2 BR 30 Level 4 Unit 1-0 1BR/1BA 2 713 ft² Level 4 1 BR Unit 1-1 1BR/1BA 17 Level 4 1BR Unit 1-2 1BR/1BA 1 942 ft² Level 4 1BR Unit 3-0 2BR/2BA 5 1,049 ft² Level 4 2 BR Unit 3-1 2BR/2BA 4 1,137 ft² Level 4 2 BR Unit 3-2 2BR/2BA 1 1,200 ft² Level 4 2 BR 30 Level 5 Unit 1-0 1BR/1BA 2 713 ft² Level 5 1 BR Unit 1-1 1BR/1BA 15 Level 5 1BR Unit 1-2 1BR/1BA 1 942 ft² Level 5 1BR Unit 3-0 2BR/2BA 5 1,049 ft² Level 5 2 BR Unit 3-1 2BR/2BA 4 1,137 ft² Level 5 2 BR Unit 3-2 2BR/2BA 1 1,200 ft² Level 5 2 BR 28 Grand total 143 18101 -Unit Mix by Type Name Unit Type Count Area Total Area 1BR/1BA Unit 1-0 1BR/1BA 9 713 ft² 6,418 ft² Unit 1-1 1BR/1BA 81 62,496 ft² Unit 1-2 1BR/1BA 5 942 ft² 4,709 ft² 95 73,624 ft² 2BR/2BA Unit 3-0 2BR/2BA 23 1,049 ft² 24,126 ft² Unit 3-1 2BR/2BA 20 1,137 ft² 22,731 ft² Unit 3-2 2BR/2BA 5 1,200 ft² 6,001 ft² 48 52,858 ft² Grand total 143 126,482 ft² Schema 1 Legend Core/Stairs Garage 206 ft² Stair 30,433 ft² Garage 13 3 3 22 14 17 15 Area Well Garage Exhaust Elec./ Mech Bikes & Storage 529 ft² Core 483 ft² Core SD_500 3 Area Well Garage Intake 206 ft² Stair WORKFORCE LIVING kaas wilson architects Level -1 1" = 30'-0" 1 Level -1 Schema 1 Legend 1BR/1BA 2BR/2BA Core/Stairs Corridor 718 ft² Core 1,200 ft² Unit 3-2 276 ft² Stair 771 ft² Unit 1-1 772 ft² Unit 1-1 753 ft² Core 772 ft² Unit 1-1 772 ft² Unit 1-1 1,049 ft² Unit 3-0 276 ft² Stair 1,137 ft² Unit 3-1 1,137 ft² Unit 3-1 1,049 ft² Unit 3-0 1,049 ft² Unit 3-0 772 ft² Unit 1-1 772 ft² Unit 1-1 772 ft² Unit 1-1 772 ft² Unit 1-1 1,137 ft² Unit 3-1 1,137 ft² Unit 3-1 772 ft² Unit 1-1 772 ft² Unit 1-1 772 ft² Unit 1-1 772 ft² Unit 1-1 772 ft² Unit 1-1 772 ft² Unit 1-1 1,049 ft² Unit 3-0 772 ft² Unit 1-1 713 ft² Unit 1-0 713 ft² Unit 1-0 942 ft² Unit 1-2 772 ft² Unit 1-1 1,049 ft² Unit 3-0 772 ft² Unit 1-1 2,849 ft² Corridor WORKFORCE kaas wilson architects Level 2-4 1" = 30'-0" 1 Level 2 Schema 1 Legend 1BR/1BA 2BR/2BA Amenity Core/Stairs Corridor Patio 722 ft² Club Room 807 ft² Rooftop Patio 718 ft² Core 1,200 ft² Unit 3-2 276 ft² Stair 771 ft² Unit 1-1 772 ft² Unit 1-1 753 ft² Core 772 ft² Unit 1-1 772 ft² Unit 1-1 1,049 ft² Unit 3-0 276 ft² Stair 1,137 ft² Unit 3-1 1,137 ft² Unit 3-1 1,049 ft² Unit 3-0 1,049 ft² Unit 3-0 772 ft² Unit 1-1 772 ft² Unit 1-1 772 ft² Unit 1-1 772 ft² Unit 1-1 1,137 ft² Unit 3-1 1,137 ft² Unit 3-1 772 ft² Unit 1-1 772 ft² Unit 1-1 772 ft² Unit 1-1 772 ft² Unit 1-1 772 ft² Unit 1-1 772 ft² Unit 1-1 1,049 ft² Unit 3-0 1,049 ft² Unit 3-0 713 ft² Unit 1-0 713 ft² Unit 1-0 942 ft² Unit 1-2 772 ft² Unit 1-1 2,843 ft² Corridor WORKFORCE kaas wilson architects Level 5 1" = 30'-0" 1 Level 5 Level 1 100'-0" Level 2 110'-7 7/8" Level 3 121'-3 3/4" Level 4 131'-11 5/8" Truss Brg. 151'-8 5/8" Level 5 142'-7 1/2" 7.3 5.1 7.5 7.5 5.1 5.0 4.1 6.1 8.2 8.0 Level 1 100'-0" Level 2 110'-7 7/8" Level 3 121'-3 3/4" Level 4 131'-11 5/8" Truss Brg. 151'-8 5/8" Level 5 142'-7 1/2" 8.0 7.3 5.0 8.0 7.3 5.1 7.5 8.2 4.1 SD_500 1 SD_500 2 SD_501 3 SD_500 3 Level 1 100'-0" Level 2 110'-7 7/8" Level -1 89'-4" Level 3 121'-3 3/4" Level 4 131'-11 5/8" Truss Brg. 151'-8 5/8" Level 5 142'-7 1/2" 5.1 4.1 7.3 5.0 8.0 7.5 7.5 Level 1 100'-0" Level 2 110'-7 7/8" Level 3 121'-3 3/4" Level 4 131'-11 5/8" Truss Brg. 151'-8 5/8" Level 5 142'-7 1/2" 4.1 5.1 7.3 5.0 8.0 4.1 7.5 EXTERIOR MATERIAL TAG KEY 5.0 PREFIN MTL SIDING W/ VERTICAL SEAM -COLOR: BLACK 7.3 CFB LAP SIDING -6" AND 4" EXPOSURE -COLOR: TAUPE 5.1 PREFIN MTL SIDING -CORTEN STEEL 7.5 CFB TRIM 5/4 BOARD -COLOR : BLACK MASONRY: METALS: OPENINGS: SIDING: WOOD: 8.0 VINYL WINDOW -COLOR: BLACK 8.2 ALUMINUM STOREFRONT GLAZING -COLOR: BLACK 6.1 WOOD TRELLIS -COLOR: TBD 4.1 BRICK -COLOR: SAND kaas wilson architects Exterior Elevations 3/32" = 1'-0" 1 1 - S 1 3/32" = 1'-0" 2 2 - SE 1 3/32" = 1'-0" 3 3 - SW 1 3/32" = 1'-0" 4 4 - NW 1 SD_501 1 SD_501 2 SD_501 4 SD_501 3 Level 1 100'-0" Level 2 110'-7 7/8" Level 3 121'-3 3/4" Level 4 131'-11 5/8" Truss Brg. 151'-8 5/8" Level 5 142'-7 1/2" 8.2 8.0 7.5 7.5 5.1 7.3 4.1 5.0 Level 1 100'-0" Level 2 110'-7 7/8" Level 3 121'-3 3/4" Level 4 131'-11 5/8" Truss Brg. 151'-8 5/8" Level 5 142'-7 1/2" 5.1 5.0 4.1 8.0 7.3 7.5 7.5 Level 1 100'-0" Level 2 110'-7 7/8" Level 3 121'-3 3/4" Level 4 131'-11 5/8" Truss Brg. 151'-8 5/8" Level 5 142'-7 1/2" 8.2 5.0 5.1 8.0 7.3 7.5 Level 1 100'-0" Level 2 110'-7 7/8" Level 3 121'-3 3/4" Level 4 131'-11 5/8" Truss Brg. 151'-8 5/8" Level 5 142'-7 1/2" 5.0 5.1 8.0 7.3 5.0 4.1 7.5 EXTERIOR MATERIAL TAG KEY 5.0 PREFIN MTL SIDING W/ VERTICAL SEAM -COLOR: BLACK 7.3 CFB LAP SIDING -6" AND 4" EXPOSURE -COLOR: TAUPE 5.1 PREFIN MTL SIDING -CORTEN STEEL 7.5 CFB TRIM 5/4 BOARD -COLOR : BLACK MASONRY: METALS: OPENINGS: SIDING: WOOD: 8.0 VINYL WINDOW -COLOR: BLACK 8.2 ALUMINUM STOREFRONT GLAZING -COLOR: BLACK 6.1 WOOD TRELLIS -COLOR: TBD 4.1 BRICK -COLOR: SAND kaas wilson architects Exterior Elevations 3/32" = 1'-0" 1 5 - N 1 3/32" = 1'-0" 2 6 - E 2 3/32" = 1'-0" 4 8 - W 2 3/32" = 1'-0" 3 7 - S 3 PAGE 1 OF 1 Drawn By: SANDY Date:4/23/2019 Scale: AS NOTED Revisions # Date Comments GE N E R A L N O T E S : A. 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8 1. 4 1. 0 1. 2 3. 6 2. 5 3. 4 3. 4 3. 5 3. 7 3. 6 3. 6 0.0 3. 1 3. 4 2. 1 1. 9 1. 6 1. 5 1. 3 1. 1 0. 9 3. 6 2.5 2.9 0.2 1.6 4.2 6.3 7.6 6.0 3. 3 2.9 3. 3 2.3 2.3 2.5 2. 9 3. 4 3. 5 0.0 4.1 3. 2 0. 8 3. 8 3. 8 3. 7 3. 4 3. 4 3. 2 3. 5 3. 1 2. 9 3. 2 2. 8 2. 3 1. 8 1. 6 1. 3 3. 7 3. 1 4.8 0.0 0.0 0.1 0.2 0.9 3.2 6.5 3. 8 6.5 0. 7 3.1 1.9 1.5 1.7 1.9 2.1 2.4 6.7 0. 7 2. 2 2. 1 2. 0 2. 0 1. 8 1. 6 0.1 0. 9 3. 0 0. 6 0. 6 0.0 0.0 0.0 0.0 0.0 1. 2 3. 0 2.8 2.8 2. 9 2. 9 2. 8 2. 7 2. 7 2. 3 2. 9 2. 6 3. 3 3. 7 3. 8 3. 7 3. 8 3. 6 2.1 2. 8 1. 7 0.2 3. 7 3. 7 3. 4 2. 7 2. 4 2. 1 4. 0 1. 8 3. 6 1. 5 1. 3 1. 1 0. 9 0. 8 0.0 0.0 1. 9 2. 9 1. 0 5.0 5.1 3.9 3.1 2.7 2.6 3. 9 2.7 0.7 3. 1 3. 1 2. 9 2. 9 3. 0 3. 2 3. 3 2.6 1 f c 1 f c 1 f c 1 fc 1 fc 1 fc 1 f c 1 f c 1 f c 1 f c 1 f c 0. 5 f c 0. 5 f c 0.5 fc 0.5 fc 0. 5 f c 0. 5 f c 0. 2 5 f c 0.25 fc 0.25 fc 0. 2 5 f c TY P E A A 2 , B B & C C TY P E D D TY P E F F TY P E G G TY P E H H M E M O R A N D U M DATE: May 9, 2019 TO: Jane Kansier, Senior Urban Planner FROM: Andrew Hogg, Assistant City Engineer SUBJECT: Preliminary Site Plan – Brooklyn Center Residential Development Public Works staff reviewed the following documents submitted for review for the proposed Brooklyn Center Residential Development, located at 5801 Xerxes Ave N:  Preliminary Plans dated April 16, 2019 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. C1-1 – Title Plan 1. Add title sheet. C1-1 – Removals Plan 2. Show all removals needed for existing utilities. C2-1 – Site Plan 3. Use City Detail for City driveway aprons. C3 – Grading Plan 4. All roadway embankment material installed within pavement patching areas of existing roadways shall be placed in lifts not to exceed 8-inches and compacted to a minimum of 100 percent of maximum density regardless of depth below the final pavement surface. The Engineer shall take a minimum of three (3) compaction tests at varying elevations within the pavement patch area. C4-1 – Utility Plan 5. Install sanitary manholes on main in Northway Drive and connect 8” sanitary service into manholes. Use City details. C4-2 – Utility Plan 6. Stormwater from dog run drains directly into storm drain with no treatment. Address steps to prevent waste from entering the storm system. C8-1, 8-2, 8-3 – Detail Sheets 7. All work performed and materials used for construction of utilities must conform to the City standard specifications and details. The City’s standard details must be included in the plan. 8. Missing details. Brooklyn Center Residential Development Site Plan Review Memo, May 9 , 2019 Miscellaneous 9. See redlines for additional Site Plan comments. 10. Provide irrigation plan. 11. Provide detailed vehicle turning and tracking movement diagrams for delivery vehicles and garbage trucks demonstrating specific and actual routes. 12. Applicant should address the recommendations of the traffic study, conducted by Spack Consulting dated February 15, 2019. 13. 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 propert y corners have been established and are in place at the completion of the project as determined and directed by the Cit y Engineer. 14. 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). 15. The total disturbed area exceeds one acre, an NPDES permit is required. In addition, the total disturbed area is less than five acres; the City of Brooklyn Center will review site using Shingle Creek Watershed Commission rules for stormwater management. Stormwater management plan is incomplete; please submit sub-catchment DA-2p calculations to allow for complete review. 16. Provide a corner clip dedication of ROW at the intersection with Xerxes to preserve adequate sight distance for approaching vehicles at this intersection. 17. Provide dedication of sidewalk easement along bass Lake Road 3’ from existing sidewalk edge. 18. Utility Facilities Easement Agreement is required. Prior to Issuance of a Land Alteration 19. 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. 20. A letter of credit or a cash escrow in the amount of 100 percent of the estimated cost as determined by City staff shall be deposited with the City. 21. 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. 22. 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 p rovisions, temporar y 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. Brooklyn Center Residential Development Site Plan Review Memo, May 9 , 2019 Anticipated Permitting 23. A City Land Disturbance permit is required. 24. A MPCA NPDES permit is required. 25. Other permits not listed may be required and is the responsibility of the developer to obtain and warrant. 26. Copies of all required permits must be provided to the City prior to issuance of applicable building and land disturbance permits. 27. 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 b y the City. App. No. 2019-007 PC 05/16/2019 Page 1 Planning Commission Report Meeting Date: May 16, 2019 Application No. 2019-007 Applicant: Nate Reinhardt (City of Brooklyn Center) Location: 1350 Shingle Creek Crossing Request: Site and Building Plan Approval Requested Action Nate Reinhardt, Director of Fiscal Resources (“The Applicant”), on behalf of the City of Brooklyn Center (“The City”) is requesting review and consideration of a site and building plan application for the construction of a new municipal liquor store at Shingle Creek Crossing on the pad site of Lot 5, Block 1, 5th Addition. The City is proposing to construct an approximately 9,600 square foot municipal liquor store at the site, with the option to further construct an additional approximately 4,000 square foot attached retail bay. In addition to the building construction, the proposal includes parking lot and landscaping improvements, and the installation of traffic calming measures near the site. The current liquor store at 5625 Xerxes Avenue (“BC Liquor #1”) would relocate to the new location at Shingle Creek Crossing after construction is completed. The new location would provide for more parking, a more secure internal layout of the liquor store, better visibility for the store, and more secure back loading area for deliveries. Attached to this Planning Commission report are the application and submitted plans (Exhibit A). Background Previously, staff presented on the potential relocation of liquor store from 5625 Xerxes Avenue to 1350 Shingle Creek Crossing at the January 14, 2019 City Council work session. The City acquired that parcel of land located at 1350 Shingle Creek Crossing to build the new liquor store at that location after the City Council approved their purchase agreement with Gatlin Development at the January 28th meeting. • Application Filed: 04/16/2018 • Review Period (60-day) Deadline: 06/15/2019 • Extension Declared: N/A • Extended Review Period Deadline: N/A App. No. 2019-007 PC 05/16/2019 Page 2 Hennepin County geographic information systems (GIS) department. Joe Hartmann. May 9th, 2019. The 1.42 acre site has space to accommodate a building up to 13,600 square feet, but the preliminary floor plan for the new liquor store is 9,582 square feet, leaving 3,727 square feet available that would be owned by the City of Brooklyn Center. This additional square footage could be used for future expansion, lease or sale. In addition to the new liquor store construction, Gatlin Development will provide the City with a $90,000 contribution to complete the remaining parking lot, utility connections for water, sewer and storm water, and final grades for the building and adjacent sidewalk areas. These improvements will service the proposed Liquor Store and the three remaining pad sites in the area. Site Data: 2040 Land Use Plan: TOD (Transit Oriented District) Neighborhood: Centennial Current Zoning: PUD/C2 (Planned Unit Development/Commercial Park) District Site Area: Approximately 1.42 Acres Surrounding Area: Direction 2040 Land Use Plan Zoning Existing Land Use North TOD PUD/C2 Commercial South TOD PUD/C2 Commercial East TOD PUD/C2 Commercial West TOD PUD/C2 Commercial App. No. 2019-007 PC 05/16/2019 Page 3 Proposal Evaluation Zoning Review: The proposed use is in conformance with the PUD/C2 zoning classification for the property. Liquor stores are a permitted use within the Shingle Creek Crossing shopping center. Master PUD The Shingle Creek Crossing PUD was approved on May 23, 2011, which provided for the overall redevelopment of the former Brookdale Mall properties. The redevelopment would phase in approximately 403,000 sf. of new retail commercial and restaurant uses, and included the new daylighting and waterway features of Single Creek running through the site. The proposed municipal liquor store would be constructed on the Building I site, which was approved for a 13,600 retail pad. The proposed municipal liquor store conforms with the approved Master PUD, and would complete the parking lot construction on that site of the development. Traffic and Circulation A traffic and parking study was completed by Kimley Horn as part of the analysis of the site. The consultants recommended a number of traffic calming improvements to reduce vehicle speeds and increase pedestrian safety. Raised pedestrian cross walks are proposed at two locations, as well as additional decorative fencing and plantings to guide pedestrians to crosswalks. App. No. 2019-007 PC 05/16/2019 Page 4 The City is also requesting approval from Walmart and Sears to reduce the number of travel lanes in front of the building, which would narrow the roadway, improving pedestrian crossing conditions. Due to covenants on the property, both Sears and Walmart must give consent before changes to the primary circulation system can be made. Landscaping Per City requirements, the Applicant will need to ensure an irrigation system is installed as part of the landscape installations. Drawings are to be submitted to the City once the location of the system has been determined and as part of any approval of the project and building permit submittal. Although the project submittal includes a landscape plan and planting schedule, City Code does not have any specific requirements on the species of landscaping. The City has adopted a Landscape Point System policy, which assigns points to a given site based on the use of and acreage of a development. Along with the City’s Landscape Point System Policy, Shingle Creek Crossing has its own landscaping guidelines. In particular, their landscaping guidelines explain that ‘unity of design shall be achieved by repetition of certain plant varieties’ on their sites. The City’s Landscape Point System Policy requires the liquor store site to provide a specific amount or number of landscaping units, and is based on the maximum percentage of certain materials (i.e., 50% shade trees; 40% coniferous trees; 35% decorative trees; and 25% shrubs). Given a “Retail/Service” use and assuming an approximately 1.42 acre site, the Applicant would need to achieve a minimum of 113.4 points (80 points per acre for a development under 2 acres). The landscaping plan provided by the Applicant indicates on their planting schedule that there are 20 overstory shade trees, no coniferous trees, no ornamental trees, and 24 shrubs. According to the Landscape Point System policy, there is a maximum percentage of coniferous and ornamental trees allowed, but there is no minimum. It was indicated to staff that the deciduous trees in the planting App. No. 2019-007 PC 05/16/2019 Page 5 schedule were chosen specifically due to their change of colors in the fall; the Blaze Maple and Golden Gingko trees were chosen in particular for their red and yellow colors, which dominate the planting schedule. In addition to the proposed deciduous trees and shrub plantings, the Applicant also intends to incorporate Karl Foerster grasses, catmint, and daylilies along the front of the building. Planting Type Minimum Size Points Per Planting Maximum Points (%) Points Accrued Shade (Deciduous) Trees 2 ½” diameter 10 50% or 57 points 200 points (20 deciduous trees * 10 points) Coniferous (Evergreen) Trees 5’ height 6 40% or 46 points 0 points Decorative (Ornamental) Trees 1” diameter 1.5 35% or 40 points 0 points Shrubs 12” diameter 0.5 25% or 29 points 12 points (24 shrubs * 0.5 points) Total 212 points Based on a review of the Landscape Plan, the proposed plan would not meet the minimum requirements under the Landscape Point System Policy. Although the plan would accrue enough points to meet requirements, there are no evergreen trees or decorative trees envisioned in the plan. The proportion of shade trees exceed the maximum percentage allowed. Staff recommends that as a condition of approval, the landscaping plan be amended to substitute some coniferous and decorative trees for the shade trees and shrubs proposed so that the landscaping plan would meet the minimum points required overall and the maximum points allowed for each category. Any changes to the landscaping plan would also need to heed the Architectural Design Guidelines for Shingle Creek Crossing. Lighting Per the City Zoning Code, “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.” The submitted photometric plan notes lighting poles will be 39 feet tall with a mounting height of 42 feet, round, tapered, black steel poles with metal halide fixtures. Per the City Zoning Code, 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. According to the Photometric Plan of the west lot, the proposed lighting fixtures would be comparable to the existing lighting fixtures and the proposed lighting fixtures for pedestrians along the south and west side of the lot. The preliminary review of the photometric plan indicates all new lighting will meet or exceed the foot candle or allowable light spill-over required by City Code. Parking Section 35-704 (Minimum Parking Spaces Required) would require a minimum of 53 parking spaces for the new building given it is defined under our ordinance as a retail store or center (approximately 9,600 square feet; 11 spaces for the first 2,000 square feet and 5.5 spaces for each additional 1,000 square feet; 7,600 / 1000 * 5.5 = 41.8 or approximately 42 spaces + 11 spaces = 53 spaces). The current App. No. 2019-007 PC 05/16/2019 Page 6 proposal would provide 90 spaces in the parking lot. If the City did pursue the additional retail bay construction, to incorporate the entire 13,600 square feet, it would require a minimum of 75 parking spaces (11 spaces for the first 2,000 square feet and 5.5 spaces for each additional 1,000 square feet; 11,600 / 1000 * 5.5 = 63.8 or approximately 64 spaces +11 spaces = 75 spaces). Depending on the use of the remaining 3,727 square feet, staff finds that the additional unused parking spaces should be adequate to provide enough parking for future retail uses. Gross Floor Area 1st 2,000 Square Feet Additional 1,000 Square Feet Parking Spaces Required 9,600 11 42 53 13,600 11 64 75 Signage According to the City Sign Ordinance, Chapter 34-140: “Attached establishments or enterprises clustered in a shopping center complex or in a multitenant office or industrial building may have wall signs and projecting signs subject to the following: i) Each establishment or enterprise may have such signs on each of its exterior walls, provided the aggregate area of such signs does not exceed 15% of the wall supporting the signs; ii) In lieu of the above, the aggregate of the establishments or enterprises may have a wall or projecting sign on each wall identifying the tenants collectively, or identifying the complex or building; provided the area of each sign does not exceed 15% of the area of the wall supporting it.” Under the agreement with Gatlin development, the city has the right to use panels on the existing pylon signs for signage, but the Applicant has also proposed wall signage on the façade of the building. Given this is the only establishment currently proposed in this multi-tenant site and the three remaining pad sites in the area are not being utilized, the liquor store could utilize the entire aggregate area available for all three sites, granted that the signs do not exceed 15% of the area of the wall supporting it. After consultation with the City, the Applicant is aware that 150 square feet of signage per building front is permitted at this location, based on the area of the wall supporting it. Brad Bennett. Property Manager for Gatlin Development Company. Joe Hartmann. May 9th 2019. Currently, the sign plan is forthcoming with the Applicant researching potential designs for the exterior signage on the building, and the Applicant has conveyed to staff that they are pursuing designs that will utilize internal lighting as opposed to a gooseneck design as initially planned. Upon consultation with the Applicant, staff have determined that the forthcoming sign plan will incorporate text (“Beer / Wine / Spirits”) displayed on both sides of the store front overhead. Staff recommends that as a condition of App. No. 2019-007 PC 05/16/2019 Page 7 approval, the Applicant submit and receive approval for a Sign Plan that follows the City Sign Ordinance and the Architectural Design Guidelines for Shingle Creek Crossing. Waste Enclosures Per Chapter 12 (Building Maintenance and Occupancy) of the City Code, “the trash area 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.” At the current site on Xerxes Avenue, the waste enclosure is highly visible from the street, but the new location on Shingle Creek Crossing would provide for a more secure location for the waste enclosures, situated behind the building in an area that is not readily accessible to the public. The Applicant provided a site plan featuring the design of a new trash enclosure that will be located behind the building. The plans reference two 6-yard dumpsters stored within the area of the gated enclosure proposed, which appears to be adequate storage capacity for a retail establishment of that size. If the liquor store demonstrates that it regularly exceeds that capacity, additional storage capacity may be required. Fire Inspector/Building Official Review: The Applicant shall work to ensure all Minnesota Fire Code requirements have been met as part of any building and site plan approval. The Applicant shall work with the Fire Inspector to ensure the site plan meets Minnesota Fire Code provisions, including, but not limited to: maximum distance from fire hydrants, emergency access, fire sprinkler systems, etc. Engineering/Pubic Works Review: As per the Assistant City Engineer’s memorandum dated May 9th and subject to final staff Site Plan approval, the Applicant must apply for a Land Disturbance permit be revised in accordance with the referenced plans and approved prior to any construction. During the construction process, the Assistant City Engineer identified the need for site fencing to keep pedestrians out of construction areas. The memo provided by Assistant City Engineer requires the Applicant to provide storm water BMP’s quantities. If the total disturbed area exceeds one acre, an NPDES permit is required. Storm water requirements for the site where approved with the overall site improvements. The memo also calls for the Applicant to provide detailed vehicle turning and tracking movement diagrams for delivery vehicles and garbage trucks demonstrating specific and actual routes on the street. Based on staff findings, staff recommends Planning Commission recommend City Council approval of the requested Site and Building Plan for a municipal liquor store in the Shingle Creek Crossing development; subject to the Applicant complying with the comments outlined in the Assistant City Engineer’s memorandum dated May 9th, 2019 (Exhibit B), any outstanding comments remaining from previous memorandums, and any conditions as outlined in the Approval Conditions section of this Staff Report. CONDITIONS OF APPROVAL Staff recommends the following conditions be attached to any positive recommendation on the approval of Planning Commission Application No. 2019-007 for the Subject Property to be located at 1350 Shingle Creek Crossing: App. No. 2019-007 PC 05/16/2019 Page 8 1. Developer/Applicant agrees to comply with all conditions or provisions noted in the City Engineer’s Review memo, dated May 9th, 2019. 2. The building plans are subject to review and approval by the Building Official with respect to applicable codes prior to the issuance of permits. 3. Final grading, drainage, utility and erosion control plans and any other site engineering elated issues are subject to review and approval by the City Engineer prior to the issuance of permits. 4. The Applicant shall amend the landscaping plan to come into compliance under the provisions of the Landscape Point System Policy to substitute coniferous and decorative trees for some of the shade trees and shrubs proposed so that the landscaping plan would meet the minimum points required overall and the maximum points allowed for each category. 5. The Applicant shall submit a Sign Permit Application for any proposed signage (e.g., wall, freestanding) as part of the development proposal. a. Approval of wall signs is subject to the review and approval of detailed sign plans as part of the City’s building and site plan review process through Planning Commission and City Council. b. All other signage not otherwise approved is subject to Chapter 34 of the City Code of Ordinances and shall be approved under separate sign permits. 6. The Applicant shall submit an as built survey of the property, improvements and utility service lines upon completion of the project. 7. Any major changes or modifications made to this PUD Development/Site and Building Plan can only be made by an amendment to this PUD, which shall include an updated Development/Site Plan if necessary. 8. RECOMMENDATION Motion to adopt a Resolution recommending approval of Planning Case 2019-007 for a Site and Building Plan approval at Shingle Creek Crossing, based on the submitted plans and findings of fact, as amended by the Conditions of Approval in the May 16, 2019 Planning Commission Report. Attachments Attachments Exhibit A- Application, Memo, and Submitted Plans, prepared by Nate Reinhardt (City of Brooklyn Center), and dated April 16th, 2019. Exhibit B- Memorandum, prepared by Assistant City Engineer Andrew Hogg, and dated May 9th 2019. Applicant Information: Name: Address: Office Phone: Cell: Email: FAX: Property Owner Information* (if different from Applicant): Name: Property Owner Address: Office Phone: Cell: Email: FAX: 2019 Planning Commission Application Project Information: Provide a general description of your project and request(s): Address/Location of Property: Legal Description of Property: Application Type (Mark all that Apply) Comprehensive Plan Amendment $1,050 Appeal $200 Rezoning $1,050 Zoning Code Text Amendment $500 Special/Interim Use Permit $250 Special/Interim Use Permit Amendment $150 Site and Building Plan Review $750 Variance $200 Planned Unit Development $1,800 Planned Unit Development Amendment $700 Preliminary Plat $400 Final Plat $200 IMPORTANT: All applications may be subject to additional fees for reimbursement of costs incurred by the City for filing, reviewing, and processing applications in the form of an escrow to the City. Application Fee: $ Escrow Amount: $ Receipt No: For Office Use Only Date Received: Date Application Complete: Letter of Completeness: PC App No. For Office Use Only Escrows: All Planning Commission Applications shall be subject to a $1,000 escrow deposit. Costs expended in reviewing and processing an application will be charged against the cash escrow and credited to the City. Charges to the escrow may include attorney and consulting fees and/or mailing and public notice costs. The escrow amount may be reduced or increased by the City Planner on a project by project basis. If at any time a required cash escrow is depleted the applicant shall deposit additional escrow funds as determined by the City. Unused portions of an escrow deposit shall be returned to the Applicant upon successful implementation of an approved application. Complete/Incomplete Applications: A preliminary meeting with City Staff is required prior to the submission of a Planning Commission Application. No application will be considered complete prior to such meeting. Once an application is submitted, City Staff shall have fifteen (15) business days to determine if the application is complete. An incomplete application will delay process of the request. If incomplete, City Staff will notify the Applicant in writing that the application is incomplete and what information is needed in order to make the application complete. Once an application has been deemed complete it will be placed on the next available Planning Commission agenda. Meeting Schedule: The deadline for submittal of Planning Commission Applications is outlined in the below schedule. Failure to submit all application materials, fees, and escrows by 4:30 p.m. on the application submittal deadline may delay the review process. Planning Commission meetings are typically held the Thursday following the second Monday of each month at 7:00 p.m. If a recommendation is made by the Planning Commission regarding the application it will typically be placed on the agenda of the next City Council meeting, which are held the fourth Monday of each month at 7:00 p.m. Meetings are held in the City Council Chambers at Brooklyn Center City Hall. Additional meetings and/or work sessions may be scheduled as necessary for the review of an application. 2019 Application Schedule (subject to change) Application Submittal Deadline (30-Days Prior to Meeting) Planning Commission Meeting Dates City Council Meeting Dates (for application review) December 18 (2018) January 17 January 28 January 15 February 14 February 25 February 12 March 14 March 25 March 12 April 11 April 22 April 16 May 16 May 28 (Tuesday) May 14 June 13 June 24 June 11 July 11 July 22 July 16 August 15 August 26 August 13 September 12 September 23 September 17 October 17 October 28 October 15 November 14 November 25 November 12 December 12 January 13 (2020) Note: The above schedule is outlined for those submitting Planning Commission applications and does not outline all City Council meetings scheduled. Please access the City of Brooklyn Center’s website at www.cityofbrooklyncenter.org to receive up to date meeting dates and notices of any changes made to this schedule. Individuals may also review and download meeting agendas and packets from the city website. Meeting Attendance: In order for the Planning Commission and City Council to consider any application, the Applicant or a designated representative must be present at the scheduled meeting(s). If not, the matter may be tabled until the next available agenda. Acknowledgement and Signature: The undersigned acknowledges that they understand that before a Planning Commission application can be deemed complete, all required fees and escrows must be paid to the City. By signing and submitting this application, the Applicant agrees to pay to the City of Brooklyn Center the actual costs incurred for expenses reasonably and necessarily required by the City for the review, filing, and processing of the application. Such costs will be in addition to the application fee described herein. Withdrawal of the application will not relieve the applicant of the obligation to pay costs incurred prior to withdrawal. Any administrative fees paid as part of the submission of this application are nonrefundable. ___________________________________________________ ______________________ Property Owner Signature (Required) Date ___________________________________________________ ______________________ Applicant Signature (If different than Property Owner) Date SITE IMPROVEMENT PLANS FOR SHINGLE CREEK CROSSING LOCATED AT SECTION 2, TOWNSHIP 118N, RANGE 21W PARCEL ID# 03-118-21-41-0044 1.THE SITEWORK FOR THIS PROJECT SHALL MEET OR EXCEED THE "SITE SPECIFIC SPECIFICATIONS." 2.ALL NECESSARY INSPECTIONS AND/OR CERTIFICATIONS REQUIRED BY CODES AND/OR UTILITY SERVICE COMPANIES SHALL BE PERFORMED PRIOR TO CONTRACT COMPLETION AND THE FINAL CONNECTION OF SERVICES. ALERT TO CONTRACTOR: PREPARED BY: VICINITY N.T.S.NORTH STORMWATER FIRE PREVENTION PLANNING AND ZONING ENGINEERING BUILDING DIVISION ENVIRONMENTAL HENNEPIN COUNTY HEALTH DEPT. PROJECT LOCATION UTILITY RESPONSIBILITY MATRIX FOR THIS PROJECT · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · OWNER/DEVELOPER CITY OF BROOKLYN CENTER 6301 SHINGLE CREEK PARKWAY BROOKLYN CENTER, MN 55430 PHONE: (763) 569-3710 CONTACT: TOM AGNES EMAIL: TAGNES@CI.BROOKLYN-CENTER.MN.US CIVIL ENGINEER LUCAS C. PAYNE, P.E. KIMLEY-HORN AND ASSOCIATES, INC. 767 EUSTIS STREET, SUITE 100 SAINT PAUL, MINNESOTA 55114 PHONE: (651) 645-4197 EMAIL: LUKE.PAYNE@KIMLEY-HORN.COM LANDSCAPE ARCHITECT TODD HALUNEN, RLA KIMLEY-HORN AND ASSOCIATES, INC. 767 EUSTIS STREET, SUITE 100 SAINT PAUL, MINNESOTA 55114 PHONE: (651) 645-4197 EMAIL: TODD.HALUNEN@KIMLEY-HORN.COM ALL CONTRACTORS MUST CONTACT GOPHER STATE CALL ONE MN TOLL FREE 1-800-252-1166 BEFORE CONSTRUCTION BEGINS TWIN CITY AREA 651-454-0002 XERXES AVENUE NORTH AND COUNTY ROAD 10 BROOKLYN CENTER, MINNESOTA ARCHITECT KATHY ANDERSON, AIA ARCHITECTURAL CONSORTIUM 901 NORTH THIRD STREET, SUITE 220 MINNEAPOLIS, MN 55401 PHONE: (612) 436-4030 FAX: (612) 692-9960 PROJECT TEAM GEOTECHNICAL ENGINEER STEVE MARTIN, P.E. BRAUN INTERTEC CORPORATION 1826 BUERKLE ROAD SAINT PAUL, MN 55110 (651) 487-3245 FAX (651) 487-1812 ENVIRONMENTAL/ HAZARDOUS MATERIALS BRAUN INTERTEC CORPORATION 11001 HAMPSHIRE AVENUE SOUTH MINNEAPOLIS, MN 55438 (952) 995-2000 FAX (952) 995-2020 NOTE PLEASE REFER TO THE FOLLOWING REPORTS PREPARED BY BRAUN INTERTEC CORPORATION FOR GEOTECHNICAL INFORMATION: ·GEOTECHNICAL EVALUATION REPORT SHINGLE CREEK CROSSING DATED JUNE 9, 2011 AND THE ADDENDUM DATED MAY 2, 2012. 1350 SHINGLE CREEK CROSSING: CO V E R S H E E T 6010 SH I N G L E C R E E K C R O S S I N G BR O O K L Y N C E N T E R MU N I C I P A L L I Q U O R DRAWING INDEX SHEET NO.SHEET TITLE 6010 COVER SHEET 6020 EROSION & SEDIMENTATION CONTROL PLAN PHASE 1 6021 EROSION & SEDIMENTATION CONTROL PLAN PHASE 2 6022 EROSION & SEDIMENTATION CONTROL DETAILS 6023 EROSION & SEDIMENTATION CONTROL DETAILS 6031 EXISTING CONDITIONS & DEMOLITION PLAN 6040 SITE PLAN 6041 SITE DETAILS 6042 SITE DETAILS 6043 SITE DETAILS 6051 GRADING & DRAINAGE PLAN 6052 DETAILED GRADING & DRAINAGE PLAN 6053 GRADING & DRAINAGE DETAILS 6061 UTILITY PLAN 6062 DETAILED UTILITY PLAN 6063 UTILITY DETAILS 6101 LANDSCAPE PLAN 6102 LANDSCAPE DETAILS FOR: MUNICIPAL LIQUOR 6081 PHOTOMETRICS PLAN - PREVIOUSLY APPROVED EXISTING SEARS 5 6 T H A V E N XE R X E S A V E N O R T H BUILDING 1 BUILDING 2 BUILDING 3 BUILDING 4 BUILDING 5 BUILDING 6 BUILDING 7 BUILDING 8 FUTURE BUILDING 10 FUTURE BUILDING T FUTURE BUILDING R B R B R B R BR B R B R B R B R BR B R B R B R B R B R BR BR LEGEND LIMITS OF DISTURBANCE, OFFSET 3' FOR CLARITY EXISTING DRAINAGE PATTERNS BR PROPERTY LINE 0.0% ROCK ENTRANCE, SEE DETAIL INLET PROTECTION, SEE DETAIL SILT FENCE, SEE DETAIL BIOROLL - FILTREXX SEDIMENT CONTROL, SEE DETAIL EXISTING DRAINAGE DIRECTION EXISTING CONTOUR CONTRACTOR TO COORDINATE PHASING OF WORK WITH THE ENGINEER AND/OR OWNER'S REPRESENTATIVE. CONTRACTOR SHALL CONTAIN ALL WORK WITHIN THE LIMITS OF DISTURBANCE, WHICH INCLUDES STORAGE OF MATERIALS AND EQUIPMENT. CONTRACTOR IS RESPONSIBLE FOR RETURNING ALL AREAS AFFECTED BY WORK TO A CONDITION AS GOOD AS EXISTING OR BETTER. GOPHER STATE ONE CALL FLOOD ZONE NOTE: THE PROPERTY APPEARS TO BE SITUATED IN FLOOD ZONE "X" AND FLOOD ZONE "AE", PURSUANT TO F.E.M.A. COMMUNITY PANEL NUMBER 270151 0212 E, REVISION DATE SEPTEMBER 02, 2004. ON-SITE LIMITS OF DISTURBANCE TO END AT THE PROPERTY LINE. REINFORCED SILT FENCE AND TREE PROTECTION FENCE TO BE CONSTRUCTED JUST INSIDE THE PROPERTY LINE AND OUTSIDE OF ALL PROPOSED IMPROVEMENTS. THE PRESENCE OF GROUNDWATER SHOULD BE ANTICIPATED ON THIS PROJECT. CONTRACTOR'S BID SHALL INCLUDE CONSIDERATION FOR ADDRESSING THIS ISSUE. VICINITY MAP, USGS QUAD MAP, OPERATION TIME SCHEDULE, ALL GENERAL EROSION AND SEDIMENT CONTROL NOTES, MAINTENANCE NOTES AND SEQUENCE NOTES ARE ON SHEET 6022 - EROSION AND SEDIMENTATION CONTROL DETAILS. ACREAGE SUMMARY - MUNICIPAL LIQUOR (TO NEAREST HUNDRETH ACRE) ON-SITE DISTURBED AREA OFF-SITE DISTURBED AREA IMPERVIOUS AREA AT COMPLETION (WITHIN LOD) PERVIOUS AREA AT COMPLETION (WITHIN LOD) 1.02 0.59 1.29 0.31 TOTAL PROPERTY AREA 1.42 TOTAL LIMITS OF DISTURBED AREA (LOD)1.61 ER O S I O N & SE D I M E N T A T I O N CO N T R O L P L A N P H A S E 1 6020 SH I N G L E C R E E K C R O S S I N G BR O O K L Y N C E N T E R MU N I C I P A L L I Q U O R N O R T H LEGEND INLET PROTECTION, SEE DETAIL SILT FENCE, SEE DETAIL LIMITS OF DISTURBANCE, OFFSET 3' FOR CLARITY BIOROLL, SEE DETAILBR PROPERTY LINE 925 0.0% LANDSCAPED AREA, SEE LANDSCAPE PLANS CONCRETE SIDEWALK ASPHALT PAVEMENT ARCHITECTURAL APRON ROCK ENTRANCE, SEE DETAIL EXISTING CONTOUR PROPOSED CONTOUR CONTRACTOR TO COORDINATE PHASING OF WORK WITH THE ENGINEER AND/OR OWNER'S REPRESENTATIVE. CONTRACTOR SHALL CONTAIN ALL WORK WITHIN THE LIMITS OF DISTURBANCE, WHICH INCLUDES STORAGE OF MATERIALS AND EQUIPMENT. CONTRACTOR IS RESPONSIBLE FOR RETURNING ALL AREAS AFFECTED BY WORK TO A CONDITION AS GOOD AS EXISTING OR BETTER. GOPHER STATE ONE CALL FLOOD ZONE NOTE: THE PROPERTY APPEARS TO BE SITUATED IN FLOOD ZONE "X" AND FLOOD ZONE "AE", PURSUANT TO F.E.M.A. COMMUNITY PANEL NUMBER 270151 0212 E, REVISION DATE SEPTEMBER 02, 2004. ON-SITE LIMITS OF DISTURBANCE TO END AT THE PROPERTY LINE. REINFORCED SILT FENCE AND TREE PROTECTION FENCE TO BE CONSTRUCTED JUST INSIDE THE PROPERTY LINE AND OUTSIDE OF ALL PROPOSED IMPROVEMENTS. THE PRESENCE OF GROUNDWATER SHOULD BE ANTICIPATED ON THIS PROJECT. CONTRACTOR'S BID SHALL INCLUDE CONSIDERATION FOR ADDRESSING THIS ISSUE. VICINITY MAP, USGS QUAD MAP, OPERATION TIME SCHEDULE, ALL GENERAL EROSION AND SEDIMENT CONTROL NOTES, MAINTENANCE NOTES AND SEQUENCE NOTES ARE ON SHEET 6022 - EROSION AND SEDIMENTATION CONTROL DETAILS. EXISTING SEARS 5 6 T H A V E N XE R X E S A V E N O R T H BUILDING 1 BUILDING 2 BUILDING 3 BUILDING 4 BUILDING 5 BUILDING 6 BUILDING 7 BUILDING 8 FUTURE BUILDING 10 FUTURE BUILDING T FUTURE BUILDING R FUTURE TENANT FFE=852.7 PROPOSED BUILDING 9 9,653 S.F. FFE= 852.7 B R B R B R BR B R B R B R B R BR B R B R B R B R B R BR BR 1 . 8 4 % 2.68% 1 . 3 1 % 2 . 4 7 % 5.6 7 % 850 8 5 1 85 1 851 852 85 2 85 2 851 8 5 1 85 1 8 5 0 85 2 852 ACREAGE SUMMARY - MUNICIPAL LIQUOR (TO NEAREST HUNDRETH ACRE) ON-SITE DISTURBED AREA OFF-SITE DISTURBED AREA IMPERVIOUS AREA AT COMPLETION (WITHIN LOD) PERVIOUS AREA AT COMPLETION (WITHIN LOD) 1.02 0.59 1.29 0.31 TOTAL PROPERTY AREA 1.42 TOTAL LIMITS OF DISTURBED AREA (LOD)1.61 ER O S I O N & SE D I M E N T A T I O N CO N T R O L P L A N P H A S E 2 6021 SH I N G L E C R E E K C R O S S I N G BR O O K L Y N C E N T E R MU N I C I P A L L I Q U O R N O R T H GENERAL EROSION AND SEDIMENT CONTROL NOTES A.THE STORMWATER POLLUTION PREVENTION PLAN IS COMPRISED OF THE SITE MAPS, DETAIL SHEETS, THE PLAN NARRATIVE, ATTACHMENTS INCLUDED IN SPECIFICATIONS AND ALL SUBSEQUENT REPORTS AND RELATED DOCUMENTS. B.ALL CONTRACTORS AND SUBCONTRACTORS INVOLVED WITH STORMWATER POLLUTION PREVENTION SHALL OBTAIN A COPY OF THE STORMWATER POLLUTION PREVENTION PLAN AND THE STATE OF MINNESOTA NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM GENERAL PERMIT (NPDES PERMIT) AND BECOME FAMILIAR WITH THEIR CONTENTS. C.CONTRACTOR SHALL IMPLEMENT BEST MANAGEMENT PRACTICES AS REQUIRED BY THE SWPPP. ADDITIONAL BEST MANAGEMENT PRACTICES SHALL BE IMPLEMENTED AS DICTATED BY CONDITIONS AT NO ADDITIONAL COST OF OWNER THROUGHOUT ALL PHASES OF CONSTRUCTION. D.BEST MANAGEMENT PRACTICES (BMP'S) AND CONTROLS SHALL CONFORM TO FEDERAL, STATE, OR LOCAL REQUIREMENTS OR MANUAL OF PRACTICE, AS APPLICABLE. CONTRACTOR SHALL IMPLEMENT ADDITIONAL CONTROLS AS DIRECTED BY PERMITTING AGENCY OR OWNER. E.SITE MAP MUST CLEARLY DELINEATE ALL STATE WATERS. PERMITS FOR ANY CONSTRUCTION ACTIVITY IMPACTING STATE WATERS OR REGULATED WETLANDS MUST BE MAINTAINED ON SITE AT ALL TIMES. F.CONTRACTOR SHALL MINIMIZE CLEARING TO THE MAXIMUM EXTENT PRACTICAL OR AS REQUIRED BY THE GENERAL PERMIT. G.GENERAL 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. CONSTRUCT A BERM DOWNSTREAM IN ACCORDANCE WITH SPECIFICATION SECTION 02370. H.ALL WASH WATER (CONCRETE TRUCKS, VEHICLE CLEANING, EQUIPMENT CLEANING, ETC.) SHALL BE DETAINED AND PROPERLY TREATED OR DISPOSED. I.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. J.DUST ON THE SITE SHALL BE CONTROLLED. THE USE OF MOTOR OILS AND OTHER PETROLEUM BASED OR TOXIC LIQUIDS FOR DUST SUPPRESSION OPERATIONS IS PROHIBITED. K.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 STORMWATER DISCHARGE INTO DRAINAGE DITCHES OR WATERS OF THE STATE. L.ALL STORMWATER POLLUTION PREVENTION MEASURES PRESENTED ON THIS PLAN, AND IN THE STORM WATER POLLUTION PREVENTION PLAN, SHALL BE INITIATED AS SOON AS PRACTICABLE. M.ALL DENUDED AREAS THAT WILL BE INACTIVE FOR 7 DAYS OR MORE, MUST BE STABILIZED TEMPORARILY WITH THE USE OF FAST-GERMINATING ANNUAL GRASS/GRAIN VARIETIES, STRAW/HAY MULCH, WOOD CELLULOSE FIBERS, TACKIFIERS, NETTING OR BLANKETS AS SHOWN ON SITE MAP. N.DISTURBED PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITY HAS PERMANENTLY STOPPED SHALL BE PERMANENTLY STABILIZED AS SHOWN ON THE PLANS. THESE AREAS SHALL BE SEEDED, SODDED, AND/OR VEGETATED NO LATER THAN 7 DAYS AFTER THE LAST CONSTRUCTION ACTIVITY OCCURRING IN THESE AREAS. CHANNELS MUST BE STABILIZED WITHIN 24 HOURS. REFER TO THE SITE/GRADING PLAN AND/OR LANDSCAPE PLAN. O.IF VEHICLES SHOW SIGNS OF TRACKING AND/OR DIRT, THEN IMMEDIATELY THE TIRES MUST BE WASHED BEFORE THE VEHICLES ENTER A PUBLIC ROAD. IF WASHING IS USED, PROVISIONS MUST BE MADE TO INTERCEPT THE WASH WATER AND TRAP THE SEDIMENT BEFORE IT IS CARRIED OFF THE SITE. ONLY USE APPROVED CONSTRUCTION INGRESS/EGRESS LOCATIONS. P.ALL MATERIALS SPILLED, DROPPED, WASHED, OR TRACKED FROM VEHICLES ONTO ROADWAYS OR INTO STORM DRAINS MUST BE REMOVED IMMEDIATELY. Q.CONTRACTORS OR SUBCONTRACTORS WILL BE RESPONSIBLE FOR REMOVING SEDIMENT IN THE DETENTION POND AND ANY SEDIMENT THAT MAY HAVE COLLECTED IN THE STORM SEWER DRAINAGE SYSTEMS IN CONJUNCTION WITH THE STABILIZATION OF THE SITE. R.ON-SITE & OFFSITE SOIL STOCKPILE AND BORROW AREAS SHALL BE PROTECTED FROM EROSION AND SEDIMENTATION THROUGH IMPLEMENTATION OF BEST MANAGEMENT PRACTICES. STOCKPILE AND BORROW AREA LOCATIONS SHALL BE NOTED ON THE SITE MAP AND PERMITTED IN ACCORDANCE WITH GENERAL PERMIT REQUIREMENTS. S.SLOPES SHALL BE LEFT IN A ROUGHENED CONDITION DURING THE GRADING PHASE TO REDUCE RUNOFF VELOCITIES AND EROSION. T.DUE TO THE GRADE CHANGES DURING THE DEVELOPMENT OF THE PROJECT, THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADJUSTING THE EROSION AND SEDIMENT CONTROL MEASURES (SILT FENCES, ETC.) TO PREVENT EROSION AND POLLUTANT DISCHARGE. U.SEE SITE PLAN FOR PERMANENT AND TEMPORARY SIGNAGE. V.GENERAL CONTRACTOR IS TO DESIGNATE/IDENTIFY AREAS ON THE SITE MAPS, INSIDE OF THE LIMITS OF DISTURBANCE, FOR WASTE DISPOSAL AND DELIVERY AND MATERIAL STORAGE. W.REFER TO SWPPP FOR REPORTABLE SPILL QUANTITIES OF PETROLEUM PRODUCTS AND/OR HAZARDOUS WASTES. X.CONTRACTOR TO LIMIT DISTURBANCE OF SITE IN STRICT ACCORDANCE WITH EROSION CONTROL SEQUENCING SHOWN ON THE SITE MAP. NO UNNECESSARY OR IMPROPERLY SEQUENCED CLEARING AND/OR GRADING SHALL BE PERMITTED. Y.THE SITE RECEIVING WATER IS SHINGLE CREEK WHICH IS AN IMPAIRED WATER. CONTRACTOR SHALL FOLLOW ALL MPCA REQUIREMENTS FOR IMPAIRED WATERS DURING CONSTRUCTION. Z.SWEEP ADJACENT PAVED AREAS AS NEEDED OR DIRECTED BY THE CITY ENGINEER. AA.SWEEP DAILY OR AS REQUIRED BY CITY ENGINEER. BB. SWPPP INSPECTION REPORTS SHALL BE SUBMITTED DIGITALLY TO THE ENGINEERING DEPARTMENT WITHIN 12 HOURS OF COMPLETION. BMP MAINTENANCE EROSION NOTES ALL MEASURES STATED ON THIS EROSION AND SEDIMENT CONTROL PLAN, AND IN THE STORM WATER POLLUTION PREVENTION PLAN, SHALL BE MAINTAINED IN FULLY FUNCTIONAL CONDITION 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 QUALIFIED PERSON IN ACCORDANCE WITH THE CONTRACT DOCUMENTS OR THE APPLICABLE PERMIT, WHICHEVER IS MORE STRINGENT, AND REPAIRED IN ACCORDANCE WITH THE FOLLOWING. 1.INLET PROTECTION DEVICES AND BARRIERS SHALL BE REPAIRED OR REPLACES IF THEY SHOW SIGNS OF UNDERMINING OR DETERIORATION. 2.ALL SEEDED AREAS SHALL BE CHECKED REGULARLY TO SEE THAT A GOOD STAND IS MAINTAINED. AREAS SHOULD BE FERTILIZED, WATERED, AND RESEEDED AS NEEDED. 3.SILT FENCES SHALL BE REPAIRED TO THEIR ORIGINAL CONDITIONS IF DAMAGED. SEDIMENT SHALL BE REMOVED FROM THE SILT FENCES WHEN IT REACHES ONE-HALF THE HEIGHT OF THE SILT FENCE. 4.THE CONSTRUCTION EXITS 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 EXITS AS CONDITIONS DEMAND. 5.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. 6.OUTLET STRUCTURES IN THE SEDIMENTATION BASINS SHALL BE MAINTAINED IN OPERATIONAL CONDITIONS AT ALL TIMES. SEDIMENT SHALL BE REMOVED FROM SEDIMENT BASINS OR TRAPS WHEN THE DESIGN CAPACITY HAS BEEN REDUCED BY 50%. 7.PRIOR TO LEAVING THE SITE, ALL VEHICLES SHALL BE CLEANED OR DEBRIS. ANY DEBRIS AND/OR SEDIMENT REACHING THE PUBLIC STREET SHALL BE CLEANED IMMEDIATELY BY A METHOD OTHER THAN FLUSHING. 8.ALL MAINTENANCE OPERATIONS SHALL BE DONE WITHIN 24 HOURS AFTER THE DISCOVERY, OR AS SOON AS FIELD CONDITIONS ALLOW. SODDING/SEEDING NOTES SOD: 1.PROVIDE SOD SPECIES, DEVELOPED PRIMARILY OF BLUE GRASS AND FESCUE SEED, SUITABLE AS LAWN TURF FOR THE REGION. SOD SHALL BE STRONGLY ROOTED, 2-YEARS OF AGE MINIMUM, WEED, DISEASE, PEST FREE AND UNIFORM IN THICKNESS. 2.DO NOT PLACE TOPSOIL UNTIL SUBGRADE HAS BEEN APPROVED IN ACCORDANCE WITH SECTION 02300. 3.BEFORE PLACING TOPSOIL, RAKE SUBSURFACE CLEAR OF STONES, DEBRIS AND ROOTS. DISK, DRAG, HARROW, HARLEY OR RAKE SUBGRADE TO A DEPTH OF 2"-4" AND REMOVE STONES LARGER THAN 1-1/2" TO PROVIDE BOND FOR TOPSOIL. 4.SPREAD TOPSOIL TO A DEPTH OF 4" BUT NOT LESS THAN REQUIRED TO MEET FINISH GRADES AFTER LIGHT ROLLING AND NATURAL SETTLEMENT. ADJUST DEPTH OF TOPSOIL IN AREAS ADJACENT TO PAVED SURFACES OR CURBS TO ALLOW FOR THE PLACEMENT OF SOD. 5.INCORPORATE SOIL AMENDMENTS AND COMMERCIAL FERTILIZER INTO THE TOP 4" OF TOPSOIL TO ACHIEVE THE SPECIFIED TOPSOIL REQUIREMENTS. TILL SOIL TO A HOMOGENOUS MIXTURE. 6.GRADE AREAS TO FINISH GRADES, FILLING AS NEEDED OR REMOVING SURPLUS TOPSOIL. FLOAT AREAS TO SMOOTH, UNIFORM GRADES AS INDICATED ON DRAWINGS. 7.CUT AND LAY SOD ON SAME DAY. ONLY HEALTHY VIGOROUS GROWING SOD SHALL BE LAID. WIDE MACHINE LAID ROLES ARE ACCEPTABLE. 8.LAY SOD ACROSS SLOPE AND TIGHTLY TOGETHER TO RESULT IN SOLID COVERAGE FREE OF GAPS. 9.ROLL NEW SOD TO SET OR PRESS SOD INTO UNDERLYING SOIL. 10.ALL FINISHED SODDING SHALL BE SMOOTH AND FREE OF LUMPS AND DEPRESSIONS. 11.AFTER SODDING HAS BEEN COMPLETED, CLEAN UP AND THOROUGHLY WATER NEWLY-SODDED AREAS IMMEDIATELY. 12.CONTRACTOR IS RESPONSIBLE FOR SOD WATERING FOR 30 DAYS AFTER PLACEMENT. SEED: 13.REFER TO LANDSCAPE PLANS AND SPECIFICATIONS FOR PERMANENT SEEDING. BEST MANAGEMENT PRACTICES SEQUENCE NOTE: UPON IMPLEMENTATION AND INSTALLATION OF THE FOLLOWING AREAS: TRAILER, PARKING, LAY DOWN, PORTA-POTTY, WHEEL WASH, STOCKPILE AREA, CONCRETE WASHOUT, MASON'S AREA, FUEL AND MATERIAL STORAGE CONTAINERS, SOLID WASTE CONTAINERS, ETC., IMMEDIATEDLY DENOTE THEM ON THE SITE MAPS AND NOTE ANY CHANGES IN LOCATIONS AS THEY OCCUR THROUGHOUT THE CONSTRUCTION PROCESS. IN ADDITION, NOTE ALL AREAS WHERE FILL IS IMPORTED FROM OR SOIL IS EXPORTED TO ON THE SITE MAPS. PHASE 1 1.INSTALL STABILIZED CONSTRUCTION EXITS, 'NO CONSTRUCTION TRAFFIC' SIGNS, AND SWPPP INFORMATION SIGN. 2.INSTALL CONSTRUCTION AND SILT FENCES ON THE SITE (CLEAR ONLY THOSE AREAS NECESSARY TO INSTALL CONSTRUCTION AND SILT FENCE) AND INLET PROTECTION ON EXISTING INLETS. 3.PREPARE TEMPORARY PARKING AND STORAGE AREA. 4.INSTALL AND STABILIZE HYDRAULIC CONTROL STRUCTURES (DIKES, SWALES, CHECK DAMS, ETC.). 5.BEGIN CLEARING AND GRUBBING AND DEMOLITION OF THE SITE IN THOSE AREAS PERTINENT TO THE CURRENT LIMITS OF CONSTRUCTION. 6.BEGIN GRADING THE SITE. 7.START CONSTRUCTION OF BULDING PAD AND STRUCTURES. 8.SEED CONSTRUCTION PHASE 4 AREAS, PROVIDE AND MAINTAIN EROSION CONTROL FOR ANY STOCKPILE AREAS, AND MAINTAIN EROSION CONTROL MEASURES UNTIL CONSTRUCTION PHASE II WORK BEGINS. PHASE 2 1.TEMPORARILY SEED, THROUGHOUT CONSTRUCTION, DENUDED AREAS THAT WILL BE INACTIVE FOR 7 DAYS OR MORE. INSTALL EROSION CONTROL BLANKET ON SLOPES GREATER THAN 3:1. 2.INSTALL UTILITIES, UNDERDRAINS, STORM SEWERS, CURBS AND GUTTERS. 3.INSTALL INLET PROTECTION AT ALL STORM SEWER STRUTURES AS EACH INLET STRUCTURE IS INSTALLED. 4.PERMANENTLY STABILIZE AREAS TO BE VEGETATED AS THEY ARE BROUGHT TO FINAL GRADE. 5.PREPARE SITE FOR PAVING/OVERLAY WITHIN THE CURRENT LIMITS OF CONSTRUCTION. 6.PAVE SITE. 7.INSTALL APPROPRIATE INLET PROTECTION DEVICES FOR PAVED AREAS AS WORK PROGRESSES. 8.COMPLETE GRADING AND INSTALLATION OF PERMANENT STABILIZATION OVER ALL AREAS INCLUDING OUTLOTS. 9.OBTAIN CONCURRENCE WITH THE OWNER THAT THE SITE HAS BEEN FULLY STABILIZED THEN: A.REMOVE ALL REMAINING TEMPORARY EROSION AND SEDIMENT CONTROL DEVICES, B.STABILIZE ANY AREAS DISTURBED BY THE REMOVAL OF BMPS, AND C.ASK THE OWNER TO CONTACT THE CEC TO COMPLETE THE CEC ON SITE INSPECTION AND REPORT. 10.CONTINUE DAILY INSPECTION REPORTS UNTIL THE FINAL DAILY INSPECTION REPORT, MARKED 'READY TO TERMINATE PERMIT', IS SIGNED BY THE CONSTRUCTION MANAGER AND THE NOT HAS BEEN SUBMITTED. NOTE: THE GENERAL CONTRACTOR MAY COMPLETE CONSTRUCTION-RELATED ACTIVITIES CONCURRENTLY ONLY IF ALL PRECEDING BMPS HAVE BEEN COMPLETELY INSTALLED. BMP-RELATED STEPS IN THE ABOVE SEQUENCE ARE ITALICIZED FOR CLARITY. SITE: BROOKDALE BROOKLYN CENTER, MN LAT: 45° 03' 40"N LONG: 93° 19' 03" W SITE LOCATION MAP NOT TO SCALE SECTION 2 - TOWNSHIP 188N - RANGE 21W USGS QUAD MAP NOT TO SCALE 1 MILE INFLUENCE ZONE ULTIMATE RECEIVING WATER: SHINGLE CREEK 1 MILE INFLUENCE ZONE SITE: BROOKDALE BROOKLYN CENTER, MN LAT: 45° 03' 40"N LONG: 93° 19' 03" W REGIONAL STORMWATER FACILITIES ENVIRONMENTAL NOTES 1.A CONSTRUCTION CONTINGENCY PLAN (CCP) HAS BEEN PREPARED FOR THE SITE BY BRAUN INTERTEC DATED 05/27/2011 ALL CONSTRUCTION ACTIVITIES SHALL BE IN ACCORDANCE WITH THE "CCP" AS APPROVED BY THE MPCA. A.THE SITE MAY CONTAIN CONTAMINATED GROUNDWATER AND SOILS AS A RESULT OF CLOSED LUSTS (LEAKING UNDERGROUND STORAGE TANKS), FORMER DRY CLEANER, AND DRO. AS A RESULT, SCREENINGS MUST BE PERFORMED BY A BRAUN INTERTEC TECNICIAN ON SOILS UNCOVERED AS A RESULT OF DEMOLITION AND DURING EXCAVATION OF CONTAMINATED SOILS. B.SOIL VAPOR INTRUSION INVESTIGATIONS MUST BE COMPLETED PRIOR TO BUILDING CONSTRUCTION TO DETERMINE WHETHER SOIL VAPOR INTRUSION MITIGATION IS NECESSARY. C.PRIOR TO ANY DEWATERING, THE CONTRACTOR SHALL PREPARE A SPECIAL DISCHARGE APPLICATION AND SUBMIT AND OBTAIN APPROVAL FROM METROPOLITAN COUNCIL, CITY OF BROOKLYN CENTER, AND THE MPCA. D.DUST CONTROL MUST BE IMPLEMENTED WHEN NECESSARY AS WELL AS PROPER DECONTAMINATION PRACTICES SUCH AS ROCK APRONS AT THE EXITS, STREET SWEEPING, ETC. 2.SHINGLE CREEK IS AN IMPAIRED WATER ACCORDING TO THE MPCA. ALL CONSTRUCTION SHALL FOLLOW THE GENERAL PERMIT REQUIREMENTS FOR IMPAIRED WATERS AND IN ACCORDANCE WITH THE SWPPP. ULTIMATE RECEIVING WATER: SHINGLE CREEK ER O S I O N & SE D I M E N T A T I O N CO N T R O L D E T A I L S 6022 SH I N G L E C R E E K C R O S S I N G BR O O K L Y N C E N T E R MU N I C I P A L L I Q U O R SWPPP INFORMATION 1. 3B. 3A. 4. 5. 2. SECTION NTS PLAN NTS FILTREXX® SEDIMENT CONTROL NTS ®™ ™ ®™ BIOROLL SCHEDULE BIOROLL SECTION TYPE SECTION LENGTH (FT.) DRAINAGE AREA (AC.) AVERAGE SLOPE OF AREA (%) 1 BIOROLL 110 0.17 2 2 BIOROLL 110 0.64 2 3 BIOROLL 219 0.47 2 4 BIOROLL 1043 3.89 2 ER O S I O N & SE D I M E N T A T I O N CO N T R O L D E T A I L S 6023 SH I N G L E C R E E K C R O S S I N G BR O O K L Y N C E N T E R MU N I C I P A L L I Q U O R REMOVE BITUMINOUS SURFACE REMOVE CONCRETE SURFACE REMOVE TREE REMOVE CONCRETE CURB & GUTTER REMOVE UTILITY LINES CLEARING & GRUBBING REMOVE FENCE LEGEND PROTECT EXISTING TREE, UTILITY STRUCTURE, ETC. FULL DEPTH SAWCUT DEMOLITION NOTES: 1.AN NPDES PERMIT WAS OBTAINED BY THE DEVELOPER. SITE DEMOLITION SHALL NOT COMMENCE UNTIL THE APPROPRIATE BMP'S ARE CONSTRUCTED AND SUBSEQUENTLY APPROVED BY THE ENGINEER. 2.THE CONTRACTOR IS RESPONSIBLE FOR THE DEMOLITION, REMOVAL AND DISPOSAL (IN A LOCATION APPROVED BY ALL GOVERNING AUTHORITIES) OF ALL STRUCTURES, PADS, WALLS, FLUMES, FOUNDATIONS, PARKING, DRIVES, DRAINAGE, STRUCTURES, UTILITIES, ETC. SUCH THAT THE IMPROVEMENTS SHOWN 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 SPECIFICATIONS. 3.THE CONTRACTOR IS RESPONSIBLE FOR REMOVING ALL DEBRIS FROM THE SITE THAT IS NOT BEING RECYCLED OR OTHERWISE REUSED AND DISPOSING THE DEBRIS IN A LAWFUL MANNER. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL PERMITS REQUIRED FOR DEMOLITION AND DISPOSAL. 4.THE CONTRACTOR SHALL MAINTAIN ALL UTILITY SERVICES TO ADJACENT PROPERTIES AT ALL TIMES, INCLUDING BUT NOT LIMITED TO SEARS, KOHL'S, WALMART, AND APPLEBEES. UTILITY SERVICES SHALL NOT BE INTERRUPTED WITHOUT APPROVAL FROM THE DEVELOPER AND COORDINATION WITH ADJACENT PROPERTIES AND THE CITY. 5.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. 6.THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DISCONNECTION OF UTILITY SERVICES TO THE EXISTING BUILDINGS PRIOR TO DEMOLITION OF THE BUILDINGS. THE CONTRACTOR IS RESPONSIBLE FOR ALL REQUIRED TEMPORARY UTILITIES NECESSARY DURING CONSTRUCTION. 7.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. 8.ALL EXISTING SEWERS, PIPING AND UTILITIES SHOWN ARE NOT TO BE INTERPRETED AS THE EXACT LOCATION, OR AS THE ONLY 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 PROCEEDING WITH THE WORK. 9.ELECTRICAL, TELEPHONE, CABLE, WATER, FIBER OPTIC CABLE 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. 10.CONTRACTOR MUST PROTECT THE PUBLIC AT ALL TIMES WITH FENCING, BARRICADES, ENCLOSURES, ETC., (AND OTHER APPROPRIATE BEST MANAGEMENT PRACTICES) AS APPROVED BY THE DEVELOPER. MAINTENANCE OF TRAFFIC FOR OFFSITE WORK SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND IN ACCORDANCE WITH THE MINNESOTA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MN MUTCD), INCLUDING THE FIELD MANUAL FOR TEMPORARY TRAFFIC CONTROL ZONE LAYOUTS. 11.CONTINUOUS ACCESS SHALL BE MAINTAINED FOR THE SURROUNDING PROPERTIES AT ALL TIMES DURING DEMOLITION OF THE EXISTING FACILITIES. REFER TO CONSTRUCTION MANAGEMENT PLAN FOR ADDITIONAL INFORMATION. 12.PRIOR TO DEMOLITION OCCURRING, ALL EROSION CONTROL DEVICES ARE TO BE INSTALLED WHERE NECESSARY, PER THE EROSION CONTROL PLANS AND SPECIFICATIONS. 13.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 IT'S REMOVAL AND REPAIR. 14.THE CONTRACTOR SHALL COORDINATE WATER MAIN WORK WITH THE FIRE DEPT. AND THE CITY UTILITY 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 DURING CONSTRUCTION. ANY COSTS ASSOCIATED WITH WATER MAIN SHUT OFFS WILL BE THE RESPONSIBILITY OF THE CONTRACTOR AND NO EXTRA COMPENSATION WILL BE PROVIDED. 15.CONTRACTOR TO USE EXTREME CAUTION DURING DEMOLITION OF THE EXISTING STRUCTURE ADJACENT TO EXISTING STRUCTURES TO REMAIN. DAMAGE TO ALL EXISTING CONDITIONS TO REMAIN WILL BE REPLACED AT CONTRACTOR'S EXPENSE. 16.BITUMINOUS AND CONCRETE PAVEMENTS, WITHIN THE LIMITS OF DISTURBANCE, SHALL BE REMOVED AS INDICATED ON THE PLANS. 17. ALL UTILITIES SHOWN ARE EXISTING UTILITIES. 18. THE CONTRACTOR SHALL ENSURE PROPER SITE DRAINAGE BY UTILIZING TEMPORARY DRAINAGE PIPING AND/OR OTHER MEANS THROUGHOUT DURATION OF PROJECT, UNTIL PROPOSED DRAINAGE SYSTEM IS INSTALLED. 19. ALL UTILITIES SHALL BE DISCONNECTED PER CITY SPECIFICATIONS BEFORE BUILDING DEMOLITION BEGINS. 20. CONTRACTOR SHALL SUBMIT TRAFFIC CONTROL PLAN TO THE CITY FOR APPROVAL FOR ALL WORK THAT IMPACTS TRAFFIC WITHIN THE RIGHT-OF-WAY. 21. GRAVITY SEWERS TO REMAIN SHALL BE BULKHEADED WHERE EXISTING CONNECTIONS ARE REMOVED. SANITARY INVERTS SHALL BE RECONSTRUCTED. 22. CONTRACTOR SHALL NOT STOCKPILE OR STORE MATERIAL WITHIN PUBLIC UTILITY EASEMENTS. APPROXIMATE LIMITS OF PAVEMENT REMOVALS. CONTRACTOR TO REMOVE EXISTING PAVEMENT TO EDGE OF TURF F F F F F F F F F F F FFFF F F A A A A A A A A A C D A A A A A C D D D D D DD D D D B BA B B B B B B B B B B B G G E E E E E E EE E E E E H H H H H H HH I B I I I I I I I I APPROXIMATE LIMITS OF PAVEMENT REMOVALS. CONTRACTOR TO REMOVE EXISTING PAVEMENT TO EDGE OF TURF B B DEMOLITION LEGEND A PROTECT EXISTING TREE B PROTECT EXISTING CURB & GUTTER C PROTECT EXISTING FIRE HYDRANT D PROTECT EXISTING STORM OR SANITARY STRUCTURES E PROTECT EXISTING PAVEMENT F PROTECT EXISTING LIGHT POLE G REMOVE LIGHT POLE H PROTECT EXISTING SIDEWALK I FULL DEPTH SAWCUT EX I S T I N G C O N D I T I O N S & DE M O L I T I O N P L A N 6031 SH I N G L E C R E E K C R O S S I N G BR O O K L Y N C E N T E R MU N I C I P A L L I Q U O R N O R T H SYMBOL LEGEND: PROPOSED PARKING SPACES (SWSL)# STANDARD PARKING STALL PROPOSED LIGHT POLE (SEE LIGHTING PLAN FOR FIXTURE LEGEND) PROPERTY LINE ADA STRIPING PAVEMENT HATCH LEGEND: PROPOSED CONCRETE SIDEWALK PROPOSED CURB PROPOSED STANDARD DUTY ASPHALT PROPOSED HEAVY DUTY ASPHALT EXISTING HEAVY DUTY ASPHALT EXISTING LIGHT POLE PEDESTRIAN CURB RAMP. SEE DETAIL. ARCHITECTURAL APRON LANDSCAPE AREA, SEE LANDSCAPE PLANS PROPOSED HEAVY DUTY CONCRETE PAVEMENT DETECTABLE WARNING STRIPS 1. CONTRACTOR IS RESPONSIBLE FOR PROTECTION OF ALL PROPERTY CORNERS. 2. CONTRACTOR SHALL MATCH PROPOSED CURB AND GUTTER, CONCRETE AND PAVEMENT TO EXISTING IN GRADE AND ALIGNMENT. 3. CONTRACTOR SHALL REMOVE EXISTING PAVEMENT AND CONCRETE IN ACCORDANCE WITH SPECIFICATIONS. 4. THE EARTHWORK FOR ALL BUILDING FOUNDATIONS AND SLABS SHALL BE IN ACCORDANCE WITH GEOTECHNICAL RECOMMENDATIONS. 5. CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR ACTUAL BUILDING AND SIDEWALK DIMENSIONS, PORCH AND RAMP LOCATIONS. 6. GENERAL CONTRACTOR IS TO COORDINATE WITH APPROPRIATE UTILITY COMPANIES PRIOR TO CONSTRUCTION, ADJUSTMENT OR RELOCATION OF EXISTING UTILITIES AS DESIGNATED ON PLANS. 7. CONTRACTOR SHALL PROVIDE PIPE BOLLARDS FOR PROTECTION OF ALL ABOVE GROUND UTILITIES AND APPURTENANCES IN DRIVE AREAS. 8. CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS AND SPECIFICATIONS FOR ACTUAL LOCATION OF ALL UTILITY ENTRANCES, TO INCLUDE, SANITARY SEWER LATERALS, DOMESTIC AND FIRE PROTECTION WATER SERVICE, ELECTRICAL, NATURAL GAS AND TELEPHONE SERVICE. CONTRACTOR SHALL COORDINATE INSTALLATION OF UTILITIES IN SUCH A MANNER AS TO AVOID CONFLICTS AND ASSURE PROPER DEPTHS ARE ACHIEVED, AS WELL AS COORDINATE WITH ANY UTILITY COMPANIES FOR APPROVED LOCATIONS AND SCHEDULING OF TIE-INS/CONNECTIONS TO THEIR FACILITIES. 9. CONSTRUCTION SHALL COMPLY WITH ALL GOVERNING CODES AND BE CONSTRUCTED TO SAME. 10. CONTRACTOR IS RESPONSIBLE FOR REPAIRING THE DAMAGE DONE TO ANY EXISTING ITEM DURING CONSTRUCTION, SUCH AS, BUT NOT LIMITED TO, DRAINAGE, UTILITIES, PAVEMENT, STRIPING, CURB, ETC. REPAIRS SHALL BE EQUAL TO, OR BETTER THAN, EXISTING CONDITIONS. CONTRACTOR IS RESPONSIBLE TO DOCUMENT ALL EXISTING DAMAGE AND NOTIFY CONSTRUCTION MANAGER PRIOR TO CONSTRUCTION START. 11. CONTRACTOR SHALL TOUCH-UP PAINT AS NECESSARY ON ALL LIGHT POLE BASES, FIRE HYDRANTS AND CURBS WHICH ARE CURRENTLY PAINTED AND WITHIN THE LIMITS OF THE FOOD COURT IMPROVEMENTS. COST SHALL BE INCLUDED IN THE BASE BID. 13. CONTRACTOR TO REMOVE OR RELOCATE, WHEN APPLICABLE, ALL EXISTING BUILDINGS, FOUNDATIONS, BASEMENTS, CONNECTING IMPROVEMENTS, DRAIN PIPES, SANITARY SEWER PIPES, POWER POLES, AND GUY WIRES, WATER METERS AND WATER LINES, WELLS, SIDEWALKS, SIGN POLES, UNDERGROUND GAS, SEPTIC TANKS AND ASPHALT, SHOWN AND NOT SHOWN, WITHIN CONSTRUCTION LIMITS AND WHERE NEEDED,TO ALLOW FOR NEW CONSTRUCTION AS SHOWN. 14. CONTRACTOR SHALL FOLLOW ALL LOCAL, STATE AND FEDERAL REGULATIONS IN DISPOSING OF DEMOLISHED MATERIALS REMOVED FROM THIS SITE. 15. ALL PAINT USED FOR PARKING STRIPING SHALL BE PER CITY OF BROOKLYN CENTER SPECIFICATIONS. 16. DIMENSIONS SHOWN ARE TO FACE OF CURB UNLESS NOTED OTHERWISE. 17. CONTRACTOR TO REFER TO LANDSCAPING AND IRRIGATION PLAN FOR RELOCATIONS AND ADDITIONS. 19. PLANS SUBMITTED FOR PERMITTING SHALL MEET THE CITY'S CODES AND ALL APPLICABLE BUILDING CODES IN EFFECT AT THE TIME. 20. ALL PARKING ISLAND OUTSIDE CURBED RADII ARE TO BE 10'. INSIDE RADII TO BE 3', UNLESS OTHERWISE NOTED. 21. ALL LIGHT FIXTURES SHALL BE METAL HALIDE. SITE PLAN NOTES EXISTING SEARS 5 6 T H A V E N XE R X E S A V E N O R T H BUILDING 1 BUILDING 2 BUILDING 3 BUILDING 4 BUILDING 5 BUILDING 6 BUILDING 7 BUILDING 8 FUTURE BUILDING 10 FUTURE BUILDING T FUTURE BUILDING R FUTURE TENANT FFE=852.7 PROPOSED BUILDING 9 9,653 S.F. FFE= 852.7 9 9 10 13 15 15 35.0'PRO P E R T Y S E T B A C K 9.0' TYP 24 . 0 ' TY P . 36 . 0 ' TY P . 18 . 0 ' TY P . 18 . 0 ' TY P . 24 . 0 ' TY P . 36 . 0 ' TY P . 24 . 0 ' TY P . 9.0' TYP 9.5' 2 0 . 8 ' 25 . 2 ' 12.6'12.0' 9.0'11.9' 22 . 6 ' 25.0' 24.0' 28.0' 34.9' 91 . 7 ' 23 . 3 ' 10.0'8.0' 3. 9 ' 5.5' A A E D D D D B E E E E E M P P T T T T T L J J H I K V K S E D AA Q Q A A H H H R R R R H H H H H R R F V V V V V V V 9.0' 9.0'9.0' 18 . 0 ' CONTRACTOR TO ENSURE ADA PARKING STALLS MEET 2010 NATIONAL ACCESSIBLE DESIGN STANDARDS. SURROUNDING PAVEMENT RESTORATION AS REQUIRED. 10.0'UTILI T Y E A S M E N T U B B B B B H H H W X L D M L JD K F F F F F F F F F F F F F FFFF F 9.0'9.0' G G V F E N Y N 6 . 0 ' X Z T T K B B B AA H R B F L O O O EXISTING FIRE HYDRANT TO REMAIN. PROTECT IN PLACE SALVAGE AND REPLACE STOP SIGN 30"X30" (R1-1)(TYP.) I J LIGHT POLE. SEE LIGHTING PLAN AND DETAIL SHEET. PROPOSED CONCRETE SIDWALK. ALL SIDEWALKS 6' WIDE UNLESS NOTED OTHERWISE. SEE DETAIL SHEET. L PAVEMENT MARKINGS AS REQUIRED. SEE DETAIL. N PEDESTRIAN CROSSWALK 6' WIDE UNLESS OTHERWISE NOTED. O STANDARD DUTY ASPHALT PAVINGP CONNECT TO EXISTING SIDEWALK WITH FLUSH TRANSITIONQ HEAVY DUTY ASPHALT PAVINGR TRASH ENCLOSURE WITH HEAVY DUTY CONCRETE PAVEMENT. SEE ARCHITECTURAL PLANS FOR DETAIL.S T U EXISTING SIDEWALK TO REMAIN V EXISTING 60° STANDARD PARKING SPACE DIMENSION 9' x 20' (TYP.) - SWSL/4" - RESTRIPE IF NECESSARY AREA STRIPED AT SYSL/4" AT 45' @ 2 O.C. K HANIDCAP PARKING SIGN PER LATEST MUTCD STANDARDS M LANDSCAPED AREA, SEE LANDSCAPE PLANS. CONTRACTOR TO PROVIDE MIN. 4" TOPSOIL A SITE LEGEND ADA CURB RAMP EXISTING PARKING TO REMAIN C D E PROPOSED TYPE MNDOT B618 CURB. MATCH EXISTING CURB AND GUTTERB F EXISTING LIGHT POLE TO REMAIN. PROTECT IN PLACE G H LIMITS OF PAVEMENT IMPROVEMENTS. CONTRACTOR TO CONNECT TO EXISTING PAVEMENT WITH FLUSH TRANSITION SUCH THAT EXISTING DRAINAGE PATTERNS REMAIN INTACT 90° STANDARD PARKING SPACE DIMENSION 9'X18' (TYP.) - SWSL/4" TRANSFORMER PADW X BOLLARD. SEE DETAIL Y CONCRETE APRON, SEE STRUCTURAL PLANS FOR DETAIL Z ORNAMENTAL FENCE, SEE SITE DETAILS RAISED PEDESTRIAN CROSSWALK. SEE SITE DETAILS.AA DETECTABLE WARNING STRIPSBB BUILDING RATIO T 1.54 ACRES 5,500 SQ. FT.55 SPACES 10.00 R 1.03 ACRES 5,400 SQ. FT.56 SPACES 10.37 1.42 ACRES 13,230 SQ. FT.58 SPACES 4.38 1,2,3,4,5 7.63 ACRES 79,508 SQ. FT. 381 SPACES 10 0.92 ACRES 6,000 SQ. FT. BUILDINGS LOT 1, BLOCK 1 LOT 6,7,8 2.07 ACRES 12,141 SQ. FT.60 SPACES LOT 2, BLOCK 1 LOT 3, BLOCK 1 LOT 4, BLOCK 1 SITE DATA TABLE LOT AREA PARKING PROVIDED 9 4.79 33 SPACES 5.50 4.94 LOT 5, BLOCK 1 LOT 6, BLOCK 1 SI T E P L A N 6040 SH I N G L E C R E E K C R O S S I N G BR O O K L Y N C E N T E R MU N I C I P A L L I Q U O R N O R T H (MIN.)(SEE SITE PLAN FOR DIMENSIONS) SI T E D E T A I L S 6041 SH I N G L E C R E E K C R O S S I N G BR O O K L Y N C E N T E R MU N I C I P A L L I Q U O R C H F E L PBM ASSEMBLY DETAIL SHOWN ON 1508HR J R S ’ SI T E D E T A I L S 6042 SH I N G L E C R E E K C R O S S I N G BR O O K L Y N C E N T E R MU N I C I P A L L I Q U O R JIDA PP F KK D OO B MM K H G V W SI T E D E T A I L S 6043 SH I N G L E C R E E K C R O S S I N G BR O O K L Y N C E N T E R MU N I C I P A L L I Q U O R LEGEND PROPERTY LINE EXISTING CONTOURS PROPOSED CONTOURS EXISTING PRIVATE STORM SEWER EXISTING STORM SEWER INLET EXISTING STORM SEWER MANHOLE BREAKLINE LIMITS OF DISTURBANCE, OFFSET 3' FOR CLARITY PROPOSED PAVEMENT LIMITS, SEE SHEET 6040 - SITE PLAN FOR PAVEMENT TYPES THE PRESENCE OF GROUNDWATER SHOULD BE ANTICIPATED ON THIS PROJECT. CONTRACTOR'S BID SHALL INCLUDE CONSIDERATION FOR ADDRESSING THIS ISSUE. REFERENCE THE CONSTRUCTION CONTINGENCY PLAN BY BRAUN INTERTEC DATED 05/27/2011 FOR GROUNDWATER DEWATERING REQUIREMENTS. GOPHER STATE CALL ONE WHEN PERFORMING GRADING OPERATIONS DURING PERIODS OF WET WEATHER, PROVIDE ADEQUATE DEWATERING, DRAINAGE AND GROUNDWATER MANAGEMENT TO CONTROL MOISTURE OF SOILS. REFER TO THE PROJECT SPECIFICATIONS. 1.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. 2.ALL CUT OR FILL SLOPES SHALL BE 3:1 OR FLATTER UNLESS OTHERWISE NOTED. 3.EXISTING PIPES AND STRUCTURES TO BE CLEANED OUT TO REMOVE ALL SILT AND DEBRIS. 4.EXISTING GRADE CONTOUR INTERVALS SHOWN AT 1 FOOT. 5.PROPOSED GRADE CONTOUR INTERVALS SHOWN AT 1 FOOT. 6.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. 7.THE CONTRACTOR SHALL ADHERE TO ALL TERMS AND CONDITIONS AS OUTLINED IN THE EPA OR APPLICABLE STATE GENERAL N.P.D.E.S. PERMIT FOR STORM WATER DISCHARGE ASSOCIATED WITH CONSTRUCTION ACTIVITIES AND THE WALMART SPECIAL CONDITIONS, SECTION 8, ENVIRONMENTAL COMPLIANCE AND STORM WATER POLLUTION PREVENTION. THIS APPLIES TO WALMART BUILT PROJECTS ONLY. 8.CONTRACTOR SHALL ADJUST AND/OR CUT EXISTING PAVEMENT AS NECESSARY TO ASSURE A SMOOTH FIT AND CONTINUOUS GRADE. 9.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. 10.ALL UNSURFACED AREAS DISTURBED BY GRADING OPERATION SHALL RECEIVE 4 INCHES OF TOPSOIL. CONTRACTOR SHALL APPLY STABILIZATION BLANKET TO ALL SLOPES 3H:1V OR STEEPER. CONTRACTOR SHALL STABILIZE DISTURBED AREAS IN ACCORDANCE WITH GOVERNING SPECIFICATIONS UNTIL A HEALTHY STAND OF VEGETATION IS OBTAINED. 11.CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE GOVERNING CODES AND BE CONSTRUCTED TO SAME. 12.CONTRACTOR SHALL EXCAVATE EXISTING PAVEMENT/SIDEWALK AREAS THAT ARE TO BE LANDSCAPED A MINIMUM OF 30" OR AS DEEP AS NECESSARY TO ENSURE ALL STONE BASE / PAVEMENT MATERIAL IS REMOVED (WHICHEVER IS GREATER) AND BACKFILL WITH CLEAN/ DRAINING SAND TO WITHIN 4" OF TOP OF CURB TO ENSURE PROPER SOIL FOR PLANT MATERIALS. 13.CONTRACTOR TO REVIEW DNR AND MPCA DEWATERING PERMIT REQUIREMENTS AND SHALL OBTAIN PERMIT IF REQUIRED FOR SITE CONDITIONS. 14.THE CONTRACTOR SHALL GRADE THE SITE TO THE ELEVATIONS INDICATED AND SHALL REGRADE WASHOUTS WHERE THEY OCCUR AFTER EVERY RAINFALL UNTIL A GRASS STAND IS WELL ESTABLISHED OR ADEQUATE STABILIZATION OCCURS. 15.ALL AREAS INDICATED AS PAVEMENT SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE TYPICAL PAVEMENT SECTIONS AS INDICATED ON THE DRAWINGS. 16.WHERE EXISTING PAVEMENT IS INDICATED TO BE REMOVED AND REPLACED, THE CONTRACTOR SHALL SAWCUT THE FULL DEPTH OF PAVEMENT FOR A SMOOTH AND STRAIGHT JOINT AND REPLACE THE PAVEMENT WITH THE SAME TYPE AND DEPTH OF MATERIAL AS EXISTING OR AS INDICATED. 17.WHERE NEW PAVEMENT MEETS THE EXISTING PAVEMENT, THE CONTRACTOR SHALL SAWCUT THE FULL DEPTH OF EXISTING PAVEMENT FOR A SMOOTH AND STRAIGHT JOINT AND MATCH THE EXISTING PAVEMENT ELEVATION WITH THE PROPOSED PAVEMENT UNLESS OTHERWISE INDICATED. 18.FIELD DENSITY TESTS SHALL BE TAKEN AT INTERVALS IN ACCORDANCE WITH THE SPECIFICATIONS AND LOCAL JURISDICTIONAL AGENCY. IN THE EVENT THAT THE CONTRACT DOCUMENTS AND THE JURISDICTIONAL AGENCY REQUIREMENTS ARE NOT IN AGREEMENT, THE MOST STRINGENT SHALL GOVERN. 19.THE CONTRACTOR SHALL ENSURE THAT ISLAND PLANTING AREAS AND OTHER PLANTING AREAS ARE NOT OVER-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 SHALL BE PROPERLY DISPOSED OF IN A LEGAL MANNER. 20.ALL MATERIALS AND CONSTRUCTION WITHIN THE MNDOT AND HENNEPIN COUNTY RIGHT-OF-WAY SHALL CONFORM TO THE LATEST MNDOT DESIGN STANDARDS AND LATEST STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. 21.ALL SPOT ELEVATIONS/CONTOURS ARE TO PAVED FINISHED GRADE AT FLOWLINE UNLESS OTHERWISE NOTED. PAVING, GRADING, AND DRAINAGE NOTES: CONTRACTOR TO ADJUST EXISTING STRUCTURES TO FINAL GRADE. GRADING LEGEND 10" STORM LEADERS AT MIN. 1.0% SLOPE (TYP.) CONTRACTOR TO PROVIDE 3" THICK INSULATION BY 5' WIDE CENTERED ON ROOF DRAIN PER DETAIL IF LESS THAN 5' OF COVER. REFER TO MEP PLAN FOR INVERT ELEVATIONS AT BUILDING. A APPROXIMATE LIMIT OF PAVEMENT RESTORATION. CONTRACTOR TO REPLACE IN KIND ALL PAVEMENT REMOVED OR DAMAGED DURING CONSTRUCTION AND MAINTAIN EXISTING DRAINAGE PATTERNS. B EXISTING SEARS 5 6 T H A V E N XE R X E S A V E N O R T H BUILDING 1 BUILDING 2 BUILDING 3 BUILDING 4 BUILDING 5 BUILDING 6 BUILDING 7 BUILDING 8 FUTURE BUILDING 10 FUTURE BUILDING T FUTURE BUILDING R FUTURE TENANT FFE=852.7 PROPOSED BUILDING 9 9,653 S.F. FFE= 852.7 F.F.E. = 853.0 F.F.E. = 853.0 F.F.E. = 853.0 F.F.E. = 853.0 F.F.E. = 853.0 F . F . E . = 8 5 3 . 0 F . F . E . = 8 5 3 . 0 F . F . E . = 8 5 3 . 0 F . F . E . = 8 5 3 . 0 F . F . E . = 8 5 3 . 0 F . F . E . = 8 5 3 . 0 850 850 85 1 85 1 8 5 1 851 851 851 851 852 852 852 852 852 853 853 853 853 F.F.E. = 852.60 F.F.E. = 852.0 F.F.E. = 852.0 850 849 85 1 85 1 85 1 85 2 1. 2 6 % 3. 1 9 % 3.92 % 1 . 8 4 % 1.4 2 % 1 . 3 4 % 0.68% 1. 3 7 % 3.1 4 % 1. 6 8 % 2.52 % 4.46 % 1.7 2 % 851 8 5 1 852 852 853 85 2 852 85 1 85 1 8 5 1 85 2 B B B A A 1.09% 1.09% 0.83% 5.3 6 % 6.7 6 % 1.14% 1 . 8 5 % 0. 5 5 % A 1 . 9 5 % 1.5 0 % 2 . 4 2 % 8 5 2 852 85 2 85 2 852 ME:852.05 ME:852.31 ME:852.62 ME:851.29 ME:850.93 ME:851.68 ME:850.61 ME:850.42 ME:850.04 ME:849.30 ME:849.62 ME:849.64 ME:849.86 ME:850.40ME:851.03 ME:851.14 849.86 849.69 849.92 850.46 851.00 851.01 850.71 850.56 850.52 850.54 850.82 850.61 850.54 850.58 850.69 851.77 851.64 851.72 851.80 851.56 851.32 851.43 851.46 849.10 848.96 849.15 849.69 850.07 850.09 850.03 850.88 850.78 850.95 851.07 851.25 851.19 851.81 851.92 851.86851.73 851.77 851.90 850.46 850.57 850.64 850.67 850.45 850.52 850.58 ME:851.35 ME:851.37 ME:851.24 ME:851.99 ME:852.08 ME:852.61 ME:852.25 ME:852.83 852.70 ME:852.64 ME:852.63 852.70 ME:852.60 ME:851.98 ME:852.02 ME:851.94ME:851.92 ME:851.86 ME:851.87 ME:852.48 ME:851.98 ME:852.25 ME:852.70 ME:852.93 ME:853.03 852.65 852.54 852.54 852.70 852.70 852.62 852.62 ME:852.97 851.72 851.68 ME:852.03 851.59 ME:851.67 ME:851.69 ME:851.97 LP:850.05 851.12 851.18 851.16 ME:851.76 ME:851.90 852.70 852.70 ME:852.60 ME:852.61 ME:852.60 ME:852.60 ME:852.60 852.49 852.34 852.98853.00 ME:852.51 ME:851.97 ME:851.80 ME:851.48 ME:851.22 CONTRACTOR TO REPAIR UNDERMINED STRUCTURE AND REPLACE PAVEMENT IN KIND ME:851.92 ME:851.19 ME:851.86 ME:851.99 ME:851.55 ME:851.46 ME:851.03 ME:851.64 ME:850.63 852 1. 7 5 % 4 . 3 7 % 7. 2 7 % 5.32% 1.85% 1.9 5 % 4.55% GR A D I N G & D R A I N A G E PL A N 6051 SH I N G L E C R E E K C R O S S I N G BR O O K L Y N C E N T E R MU N I C I P A L L I Q U O R N O R T H INSET A. SEE SHEET 6052 5 6 T H A V E N 1. 2 6 % 2.0 7 % 1. 6 8 % 1. 7 8 % 2.8 9 % 1. 5 0 % 1.1 3 % 5.3 6 % 6.7 6 % 0.8 6 % 85 1 . 5 851.5 852.0 85 2 . 0 852.5 85 1 . 5 85 2 . 0 85 2 . 5 8 5 2 . 5 8 5 1 . 5 8 5 2 . 0 1 . 5 2 % 1. 3 9 % 4.79% 1. 2 8 % 4.78% 852.65 852.56 852.00 852.69 ME:852.05 852.51 852.46 852.41 852.36 852.63 852.66 852.32 852.33 852.57 852.04 852.38 851.98 ME:852.31 ME:852.62 ME:851.29 ME:852.25 ME:852.83 852.70 ME:852.64 ME:851.98 ME:852.97 ME:852.51 ME:851.97 ME:851.80 ME:851.48 ME:851.22 851.57 851.50 851.39 851.35 ME:851.92 ME:851.26 ME:851.29 ME:851.19 ME:851.86 ME:851.99 ME:851.55 ME:851.46 ME:851.03 ME:851.64 ME:850.63 852.09 852.61 852.54 852.36 852.51 852.49 852.49 852.49 0.6 4 % 0.3 2 % 2.8 9 % 1. 4 0 % 852 . 5 851. 0 851.5 852 . 0 851.89 4. 7 0 % 4 . 7 4 % 1. 7 5 % 0.60% 2. 2 7 % 1.1 9 % 2. 2 5 % 851.34 851.26 851.16 851.01 851.18 851.11 850.74 4.37% 7. 4 2 % 7.1 3 % 5.29% 1.85% 0.76% 2. 2 6 % 6.7 2 % 1 . 9 2 % 851.15 851.48 851.80 851.87 851.73 851.66 851.37 851.26 5.5 6 % 1.10% 851.45 2 . 5 0 % 3 . 3 6 % 1. 1 4 % 6.59% 3. 3 2 % 0 . 7 7 % 11 . 5 8 % 3.31 % 3.13% 3.64% 3 . 4 1 % 2. 3 8 % PROPOSED BUILDING 9 9,653 S.F. FFE= 852.7 DE T A I L E D G R A D I N G & DR A I N A G E P L A N 6052 SH I N G L E C R E E K C R O S S I N G BR O O K L Y N C E N T E R MU N I C I P A L L I Q U O R N O R T H INSET A GR A D I N G & D R A I N A G E DE T A I L S 6053 SH I N G L E C R E E K C R O S S I N G BR O O K L Y N C E N T E R MU N I C I P A L L I Q U O R LEGEND PROPERTY LINE UNDERGROUND TELEPHONE UNDERGROUND ELECTRIC/POWER UNDERGROUND CONDUIT SANITARY SEWER PIPE PRIVATE WATER PIPING GAS PIPING STORM SEWER PIPE GATE VALVE IN VALVE BOX (MUST BE H20 TRAFFIC RATED IN PAVEMENT AREAS) FIRE HYDRANT REDUCER POST INDICATOR VALVE SANITARY SEWER MANHOLE CLEAN-OUT STORM SEWER STRUCTURE POWER POLE GAS METER PIPE BOLLARD SEWER/WATER PLUG EXISTING GAS PIPING EXISTING STORM SEWER EXISTING SANITARY SEWER EXISTING UNDERGROUND ELECTRIC EXISTING COMMUNICATIONS EXISTING EASEMENT 1. ALL FILL MATERIAL IS TO BE IN PLACE, AND COMPACTED BEFORE INSTALLATION OF PROPOSED UTILITIES. 2.CONTRACTOR SHALL NOTIFY THE UTILITY AUTHORITIES INSPECTORS 72 HOURS BEFORE CONNECTING TO ANY EXISTING LINE. 3.SANITARY SEWER PIPE AND FITTINGS SHALL BE PVC SDR35 PER ASTM D3034. 4.PRIVATE WATER LINES SHALL BE AS FOLLOWS UNLESS OTHERWISE SHOWN: 4" TO 12", PVC, AWWA C900 RATED DR 18 CLASS 150 PER ASTM D2241 OR DUCTILE IRON PIPE, PRESSURE CLASS 350 PER AWWA C151. 3" AND SMALLER, EITHER COPPER TUBE TYPE "K" (SOFT) PER ASTM B88 OR PVC, SDR21 RATING, PER AWWA C900 AND ASTM D2241. 5.MINIMUM TRENCH WIDTH SHALL BE 3 FEET ON ALL WATER, SANITARY AND STORM SEWER PIPING, SEE DETAIL SHEET. 6.ALL WATER JOINTS THAT REQUIRE A CHANGE IN DIRECTION ARE TO BE MECHANICAL JOINTS WITH THRUST BLOCKING AS CALLED OUT IN SPECIFICATIONS. 7.ALL UTILITIES SHOULD BE KEPT TEN (10') APART (PARALLEL) OR WHEN CROSSING 18" VERTICAL CLEARANCE (OUTSIDE EDGE OF PIPE TO OUTSIDE EDGE OF PIPE). 8.CONTRACTOR SHALL MAINTAIN A MINIMUM OF 7'-6" COVER ON ALL WATERLINES. INSULATION SHALL BE PROVIDED IF THIS IS NOT ACHIEVABLE. 9.IN THE EVENT OF A VERTICAL CONFLICT BETWEEN WATER LINES, SANITARY LINES, STORM LINES AND GAS LINES (EXISTING AND PROPOSED), THE SANITARY LINE SHALL BE DUCTILE IRON PIPE WITH MECHANICAL JOINTS AT LEAST 10 FEET ON BOTH SIDES OF CROSSING, THE WATER LINE SHALL HAVE MECHANICAL JOINTS WITH APPROPRIATE THRUST BLOCKING AS REQUIRED TO PROVIDE A MINIMUM OF 18" CLEARANCE. MEETING REQUIREMENTS OF ANSI A21.10 OR ANSI 21.11 (AWWA C-151) (CLASS 50). 10.LINES UNDERGROUND SHALL BE INSTALLED, INSPECTED, AS-BUILT LOCATED (IF REQUIRED) AND APPROVED BEFORE BACKFILLING. 11.TOPS OF EXISTING MANHOLES SHALL BE RAISED OR LOWERED AS NECESSARY TO BE FLUSH WITH PROPOSED PAVEMENT ELEVATIONS, AND TO BE 6" ABOVE FINISHED GROUND ELEVATIONS WITH WATER TIGHT LIDS. 12.ALL CONCRETE FOR ENCASEMENTS SHALL HAVE A MINIMUM 28 DAY COMPRESSION STRENGTH AT 3000 P.S.I. 13.DRAWINGS MAY NOT SHOW ALL EXISTING UTILITIES. 14.ALL WET UTILITY POINTS OF CONNECTION SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO TRENCHING. GRAVITY UTILITY CONNECTIONS SHALL BE POTHOLED OR DIPPED TO VERIFY INVERTS AT POINT OF CONNECTION AND ENSURE DESIGN SLOPES PROVIDED ON THE PLANS CAN BE ACHEIVED. WHERE THERE IS A CONFLICT BETWEEN FIELD CONDITIONS AND THE PLANS, THE ENGINEER SHALL BE NOTIFIED IMMEDIATELY. 15.REFER TO INTERIOR PLUMBING DRAWINGS FOR EXACT TIE-IN LOCATION AND SIZE OF ALL UTILITIES. 16.CONTRACTOR IS RESPONSIBLE FOR COMPLYING WITH THE SPECIFICATIONS OF THE LOCAL AUTHORITIES (CITY OF BROOKLYN CENTER) WITH REGARDS TO MATERIALS AND INSTALLATION OF THE WATER AND SANITARY SEWER LINES. 17.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. 18.ALL NECESSARY INSPECTIONS AND/OR CERTIFICATIONS REQUIRED BY CODES AND/OR UTILITY SERVICE COMPANIES SHALL BE PERFORMED PRIOR TO ANNOUNCED BUILDING POSSESSION AND THE FINAL CONNECTION OF SERVICE. 19.CONTRACTOR SHALL COORDINATE WITH ALL UTILITY COMPANIES FOR INSTALLATION REQUIREMENTS AND SPECIFICATIONS. 20.ALL WATER MAIN AND SANITARY SEWER UTILITY EXTENSIONS, REMOVAL AND RELOCATIONS SHALL MEET THE CITY OF BROOKLYN CENTER DESIGN STANDARDS. 21.DEWATERING SHALL BE PROVIDED BY THE CONTRACTOR, IF REQUIRED DUE TO SEASONAL GROUND WATER VARIATIONS, IN ACCORDANCE WITH THE SPECIFICATIONS AND THE MNDNR TEMPORARY WATER APPROPRIATIONS GENERAL PERMIT. 22.CONTRACTOR SHALL COORDINATE WITH THE STORE MANAGER OF OPERATING BUSINESSES, UTILITY COMPANIES AND THE CITY OF BROOKLYN CENTER TO MAINTAIN UTILITY SERVICE TO OPERATING BUSINESSES AT ALL TIMES DURING CONSTRUCTION. 23.DIAL BEFORE YOU DIG. CALL 1-800-252-1166 FOR LOCATION OF UNDERGROUND UTILITIES PRIOR TO ANY CONSTRUCTION. IN THE TWIN CITY AREA CALL 651-454-0002. 24.THE SITEWORK CONTRACTOR SHALL REFER TO ELECTRICAL PLANS AND SPECIFICATIONS FOR SITE LIGHTING WIRE AND CONDUIT DESIGN. SEE PHOTOMETRICS PLAN FOR LIGHT POLE AND BASE INFORMATION. 25.BACKFLOW DEVICES (DDCV AND PRZ ASSEMBLIES) AND METERS ARE LOCATED IN THE INTERIOR OF THE BUILDING. REF. ARCH. PLANS. 26.ALL UTILITIES ARE PRIVATE UNLESS SPECIFICALLY NOTED AS PUBLIC. 27.ALL UTILITY WORK PERFORMED AND MATERIALS USED SHALL CONFORM TO THE CITY OF BROOKLYN CENTER'S STANDARD SPECIFICATIONS AND DETAILS. 28.ALL WATERMAIN CONNECTIONS TO CITY WATERMAIN SHALL BE INSPECTED BY CITY PERSONNEL. 29.NEW WATERMAIN GATE VALVES SHALL BE INSTALLED AT ALL CITY WATERMAIN SERVICE LOCATIONS. 30.ALL SANITARY SEWER CONNECTIONS TO CITY MAIN SHALL BE INSPECTED BY CITY PERSONNEL. 31.HYDRANTS SHALL BE LOCATED AT 3' FROM BACK OF CURB. 32.NEW INVERTS SHALL BE CONSTRUCTED WHERE CONNECTIONS TO EXISTING PUBLIC SANITARY MANHOLES ARE MADE. 33.ALL CONNECTIONS TO EXISTING WATERMAIN 4" AND LARGER SHALL USE MUELLER CO. STAINLESS STEEL TAPPING SLEEVES MODEL H-304. UTILITY NOTES KEYNOTE LEGEND PROPOSED GAS SERVICEA PROPOSED ELECTRIC SERVICEB PROPOSED TRANSFORMER CONTRACTOR TO COORDINATE FINAL LOCATION WITH UTILITY PROVIDERC PROPOSED 2" DOMESTIC WATER SERVICE SERVICED PROPOSED 6" FIRE WATER SERVICEE - - NOT USED - -F PROPOSED 45° BENDG PROPOSED FIRE DEPARTMENT CONNECTIONH PROPOSED 4" PVC SANITARY SEWER SERVICE @ 2%.I CONNECT SANITARY SERVICE TO EXISTING CLEANOUT. CONTRACTOR TO FIELD VERIFY EXISTING INVERT ELEVATIONS ROOF DRAIN, SEE ARCHITECTURAL PLANS FOR EXACT LOCATIONSK 8" PVC ROOF DRAIN LEADER @ 1%. SEE SHEET 6051 FOR DETAILL PROPOSED LIGHT POLEM J EXISTING SEARS 5 6 T H A V E N XE R X E S A V E N O R T H BUILDING 1 BUILDING 2 BUILDING 3 BUILDING 4 BUILDING 5 BUILDING 6 BUILDING 7 BUILDING 8 FUTURE BUILDING 10 FUTURE BUILDING T FUTURE BUILDING R FUTURE TENANT FFE=852.7 PROPOSED BUILDING 9 9,653 S.F. FFE= 852.7 M M 175.6 LF OF 8" PVC AT 0.4%MH - 313 IE: 845.10 CONFIRM GAS LOCATION. CONTRACTOR TO COORDINATE GAS SERVICE RELOCATION WITH UTILITY PROVIDER AS NECESSARY 4" PVC SANITARY SEWER SERVICE 4" PVC SANITARY SEWER SERVICE 6" FIRE WATER SERVICE 2" WATER SERVICE POWER SERVICE GAS SERVICE CONNECT TO EXISTING SANITARY SEWER. CONFIRM INVERT ELEVATION PRIOR TO CONSTRUCTION 8" PVC ROOF DRAIN LEADER 8" PVC ROOF DRAIN LEADER TRANSFORMER EXISTING ABANDONED STORM PIPE TO REMAIN PROPOSED STORM SEWER CATCH BASIN PER CITY OF BROOKLYN CENTER DETAIL CORE DRILL AND CONNECT PROPOSED STORM SEWER TO EXISTING SEWER MAIN. APPROXIMATE IE = 844.35. CONTRACTOR TO FIELD VERIFY INVERT PRIOR TO SEWER INSTALLATION 8" PVC AT 1% MIN. SLOPE UT I L I T Y P L A N 6061 SH I N G L E C R E E K C R O S S I N G BR O O K L Y N C E N T E R MU N I C I P A L L I Q U O R N O R T H INSET A. SEE SHEET 6062 FUTURE TENANT FFE=852.7 PROPOSED BUILDING 9 9,653 S.F. FFE= 852.7 B C E D H G J I K L CO - 1 IE: 846.51 CONNECT PROPOSED SANITARY SEWER TO EXISTING STUB. APPROXIMATE IE = 845.92. CONTRACTOR TO FIELD VERIFY INVERT PRIOR TO SEWER INSTALLATION CONNECT PROPOSED STORM SEWER TO EXISTING STUB. APPROXIMATE IE = 847.35. CONTRACTOR TO FIELD VERIFY INVERT PRIOR TO SEWER INSTALLATION G G G G G K A I B B LEGEND PROPERTY LINE UNDERGROUND TELEPHONE UNDERGROUND ELECTRIC/POWER UNDERGROUND CONDUIT SANITARY SEWER PIPE PRIVATE WATER PIPING GAS PIPING STORM SEWER PIPE GATE VALVE IN VALVE BOX (MUST BE H20 TRAFFIC RATED IN PAVEMENT AREAS) FIRE HYDRANT REDUCER POST INDICATOR VALVE SANITARY SEWER MANHOLE CLEAN-OUT STORM SEWER STRUCTURE POWER POLE GAS METER PIPE BOLLARD SEWER/WATER PLUG EXISTING GAS PIPING EXISTING STORM SEWER EXISTING SANITARY SEWER EXISTING UNDERGROUND ELECTRIC EXISTING COMMUNICATIONS EXISTING EASEMENT KEYNOTE LEGEND PROPOSED GAS SERVICEA PROPOSED ELECTRIC SERVICEB PROPOSED TRANSFORMER CONTRACTOR TO COORDINATE FINAL LOCATION WITH UTILITY PROVIDERC PROPOSED 2" DOMESTIC WATER SERVICE SERVICED PROPOSED 6" FIRE WATER SERVICEE - - NOT USED - -F PROPOSED 45° BENDG PROPOSED FIRE DEPARTMENT CONNECTIONH PROPOSED 4" PVC SANITARY SEWER SERVICE @ 2%.I CONNECT SANITARY SERVICE TO EXISTING CLEANOUT. CONTRACTOR TO FIELD VERIFY EXISTING INVERT ELEVATIONS ROOF DRAIN, SEE ARCHITECTURAL PLANS FOR EXACT LOCATIONSK 8" PVC ROOF DRAIN LEADER @ 1%. SEE SHEET 6051 FOR DETAILL PROPOSED LIGHT POLEM J DE T A I L E D U T I L I T Y P L A N 6062 SH I N G L E C R E E K C R O S S I N G BR O O K L Y N C E N T E R MU N I C I P A L L I Q U O R N O R T H INSET A UT I L I T Y D E T A I L S 6063 SH I N G L E C R E E K C R O S S I N G BR O O K L Y N C E N T E R MU N I C I P A L L I Q U O R X E R X E S A V E N O R T H H A V E N X E R X E S A V E N O R T H GOPHER STATE CALL ONE SITE KEY N.T.S. Luminaire Schedule Symbol Qty Label Arrangement Description LLF Lumens/Lamp Arr. Lum. Lumens Arr. Watts 0 BV D180 GFR-540-1000-PSMV-F 39' POLE 3' BASE 0.750 120000 173304 2160 0 BV-3HSS ROTATED 2 IN 90 GFR-540-1000-PSMV-F-3HSS 39' POLE 3' BASE 0.750 120000 94478 2160 0 FV-3HSS SINGLE GFR-2-1000-PSMV-F-3HSS 39' POLE 3' BASE 0.750 120000 45676 1080 0 KV 3 @ 90 DEGREES GFR-540-1000-PSMV-F 39' POLE 3' BASE 0.750 120000 259956 3240 11 A SINGLE GB-5-100-CMH-F 16' POLE 0.790 9000 5766 129 1 B 3 @ 90 DEGREES GFR-540-1000-PSMV-F 39' POLE 3' BASE 0.750 120000 259956 3240 6 C D180 GFR-540-1000-PSMV-F 39' POLE 3' BASE 0.750 120000 173304 2160 0 C-3HSS ROTATED 2 IN 90 GFR-540-1000-PSMV-F-3HSS 39' POLE 3' BASE 0.750 120000 94478 2160 1 D SINGLE GFR-540-1000-PSMV-F 39' POLE 3' BASE 0.750 120000 86652 1080 1 D-3HSS SINGLE GFR-540-1000-PSMV-F-3HSS 39' POLE 3' BASE 0.750 120000 47239 1080 0 E SINGLE GFR-2-1000-PSMV-F 39' POLE 3' BASE 0.750 120000 72875 1080 5 E-3HSS SINGLE GFR-2-1000-PSMV-F-3HSS 39' POLE 3' BASE 0.750 120000 45676 1080 0 F SINGLE GFR-3-1000-PSMV-F 39' POLE 3' BASE 0.750 120000 63036 1080 5 WM-18 SINGLE GBWM-3-400-PSMHR 18' MH 0.750 40000 26912 452 2 WM-14.67 SINGLE GBWM-3-400-PSMHR 14.67' MH 0.750 40000 26912 452 PHOTOMETRIC NOTES: A.CAST IN PLACE CONCRETE BASES WILL BE USED FOR LIGHT POLE BASE FOUNDATIONS. B.SEE SITE DETAILS FOR LIGHT POLE AND BASE DETAIL. C.REFER TO SITE LIGHTING ELECTRICAL PLAN BY OTHERS. D.LIGHT FIXTURES SHALL BE METAL HALIDE. E.LIGHT POLES SHALL BE 39 FEET TALL, ROUND, TAPERED, BLACK, STEEL POLES WITH A FIXTURE MOUNTING HEIGHT OF 42 FEET. (REF. CUT SHEET) PROPOSED PARKING LOT LIGHTING PROPOSED PEDESTRIAN LIGHTING EXISTING PARKING LOT LIGHTING EXISTING PEDESTRIAN LIGHTING 1 FC 3 FC 5 FC LIGHT POLE & FIXTURES 10 FC (FOOT CANDLES) NORTH SCALE FEET 0 60 120 P H O T O M E T R I C S P L A N 6081 S H I N G L E C R E E K C R O S S I N G B R O O K L Y N C E N T E R B U I L D I N G 9 ,1 0 ,R ,T 2 - GNK 1 - GNK 5 - GSL 3 - GSL1 - GNK 2 - GNK 2 - ABM 17 - BES 3 - DBH 3 - KFG 3 - GOJ 3 - KFG 3 - DBH 3 - KFG 2 - GOJ 5 - WLC 26 - BES A A A C B A A A A A MODIFY EXISTING IRRIGATION SYSTEM AND SOD ALL DISTURBED AREAS 17 - BES 3 - KFG 3 - GOJ 10 - KKC 4 - ABM B 30 - DAY D B A D B A A A A A A 15 - KFG 10 - POT 2 - GNK 1 - GNK 5 - GSL 3 - GSL1 - GNK 2 - GNK 2 - ABM 17 - BES 3 - DBH 3 - KFG 3 - GOJ 3 - KFG 3 - DBH 3 - KFG 2 - GOJ 5 - WLC 26 - BES A A A C B A A A A A MODIFY EXISTING IRRIGATION SYSTEM AND SOD ALL DISTURBED AREAS 17 - BES 3 - KFG 3 - GOJ 10 - KKC 4 - ABM B 30 - DAY D B A D B A A A A A A 15 - KFG 10 - POT EXISTING SEARS 5 6 T H A V E N XE R X E S A V E N O R T H BUILDING 1 BUILDING 2 BUILDING 3 BUILDING 4 BUILDING 5 BUILDING 6 BUILDING 7 BUILDING 8 FUTURE BUILDING 10 FUTURE BUILDING T FUTURE BUILDING R FUTURE TENANT FFE=852.7 PROPOSED BUILDING 9 9,653 S.F. FFE= 852.7 A LANDSCAPE KEYNOTES SOD (TYP.) DOUBLE SHREDDED HARDWOOD MULCH (TYP.) MAINTENANCE STRIP (TYP.) EDGER A B C D A LANDSCAPE KEYNOTES SOD (TYP.) DOUBLE SHREDDED HARDWOOD MULCH (TYP.) MAINTENANCE STRIP (TYP.) EDGER A B C D LANDSCAPE LEGEND EXISTING DECIDUOUS TREE (TYP.) EXISTING CONIFEROUS TREE (TYP.) EDGER (TYP.) APPROXIMATE LIMITS OF SOD / IRRIGATION, SOD ALL DISTURBED AREAS (TYP.) LANDSCAPE LEGEND EXISTING DECIDUOUS TREE (TYP.) EXISTING CONIFEROUS TREE (TYP.) EDGER (TYP.) APPROXIMATE LIMITS OF SOD / IRRIGATION, SOD ALL DISTURBED AREAS (TYP.) OVERSTORY TREES CODE QTY BOTANICAL NAME COMMON NAME CONT CAL SIZE ABM 6 ACER X FREEMANII `AUTUMN BLAZE`AUTUMN BLAZE MAPLE B & B 2.5" CAL. GNK 6 GINKGO BILOBA `AUTUMN GOLD` TM AUTUMN GOLD GINKGO TREE B & B 2.5" CAL. GSL 8 TILIA CORDATA `GREENSPIRE`GREENSPIRE LITTLELEAF LINDEN B & B 2.5" CAL. CONIFEROUS SHRUBS CODE QTY BOTANICAL NAME COMMON NAME CONT SPACING SIZE GOJ 8 JUNIPERUS VIRGINIANA `GREY OWL`GREY OWL JUNIPER #5 CONT.4` O.C. DECIDUOUS SHRUBS CODE QTY BOTANICAL NAME COMMON NAME CONT SPACING SIZE DBH 6 DIERVILLA LONICERA DWARF BUSH HONEYSUCKLE #5 CONT.3` O.C. POT 10 POTENTILLA FRUTICOSA `HATCHLISS`BELLA BELLISSIMA POTENTILLA #2 CONT. GRASSES CODE QTY BOTANICAL NAME COMMON NAME CONT SPACING SIZE KFG 27 CALAMAGROSTIS X ACUTIFLORA `KARL FOERSTER`KARL FOERSTER FEATHER REED GRASS#1 CONT 30" OC GROUND COVERS CODE QTY BOTANICAL NAME COMMON NAME CONT SIZE SPACING SPACING BES 60 RUDBECKIA FULGIDA `GOLDSTURM`BLACK-EYED SUSAN #1 CONT 18" OC 18" o.c. DAY 30 HEMEROCALLIS X `APRICOT SPARKLES`APRICOT SPARKLES DAYLILY #1 CONT.15" OC 15" o.c. KKC 10 NEPETA X FAASSENII `KIT KAT`KIT KAT CATMINT #1 CONT 18" OC 18" o.c. WLC 5 NEPETA X FAASSENII `WALKERS LOW`WALKERS LOW CATMINT #1 CONT 30" OC 30" o.c. PLANT SCHEDULE OVERSTORY TREES CODE QTY BOTANICAL NAME COMMON NAME CONT CAL SIZE ABM 6 ACER X FREEMANII `AUTUMN BLAZE`AUTUMN BLAZE MAPLE B & B 2.5" CAL. GNK 6 GINKGO BILOBA `AUTUMN GOLD` TM AUTUMN GOLD GINKGO TREE B & B 2.5" CAL. GSL 8 TILIA CORDATA `GREENSPIRE`GREENSPIRE LITTLELEAF LINDEN B & B 2.5" CAL. CONIFEROUS SHRUBS CODE QTY BOTANICAL NAME COMMON NAME CONT SPACING SIZE GOJ 8 JUNIPERUS VIRGINIANA `GREY OWL`GREY OWL JUNIPER #5 CONT.4` O.C. DECIDUOUS SHRUBS CODE QTY BOTANICAL NAME COMMON NAME CONT SPACING SIZE DBH 6 DIERVILLA LONICERA DWARF BUSH HONEYSUCKLE #5 CONT.3` O.C. POT 10 POTENTILLA FRUTICOSA `HATCHLISS`BELLA BELLISSIMA POTENTILLA #2 CONT. GRASSES CODE QTY BOTANICAL NAME COMMON NAME CONT SPACING SIZE KFG 27 CALAMAGROSTIS X ACUTIFLORA `KARL FOERSTER`KARL FOERSTER FEATHER REED GRASS#1 CONT 30" OC GROUND COVERS CODE QTY BOTANICAL NAME COMMON NAME CONT SIZE SPACING SPACING BES 60 RUDBECKIA FULGIDA `GOLDSTURM`BLACK-EYED SUSAN #1 CONT 18" OC 18" o.c. DAY 30 HEMEROCALLIS X `APRICOT SPARKLES`APRICOT SPARKLES DAYLILY #1 CONT.15" OC 15" o.c. KKC 10 NEPETA X FAASSENII `KIT KAT`KIT KAT CATMINT #1 CONT 18" OC 18" o.c. WLC 5 NEPETA X FAASSENII `WALKERS LOW`WALKERS LOW CATMINT #1 CONT 30" OC 30" o.c. PLANT SCHEDULE LA N D S C A P E P L A N 6101 SH I N G L E C R E E K C R O S S I N G BR O O K L Y N C E N T E R MU N I C I P A L L I Q U O R N O R T H LA N D S C A P E D E T A I L S 6102 SH I N G L E C R E E K C R O S S I N G BR O O K L Y N C E N T E R MU N I C I P A L L I Q U O R DOUBLE 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.61021 SHRUB / PERENNIAL PLANTING DETAIL SCALE: N.T.S.61022 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.61023 SPADED EDGE DETAIL SCALE: 1-1/2"=1'61024 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"=1'61025 4" 1" 1.CONTRACTOR SHALL 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.CONTRACTOR SHALL 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. LANDSCAPE CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT FOR THE NEED OF ANY SOIL AMENDMENTS. 16.BACKFILL SOIL AND TOPSOIL TO ADHERE TO MN/DOT STANDARD SPECIFICATION 3877 (SELECT TOPSOIL BORROW) AND TO BE EXISTING TOP SOIL FROM SITE FREE OF ROOTS, ROCKS LARGER THAN ONE INCH, SUBSOIL DEBRIS, AND LARGE WEEDS UNLESS 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 BY LANDSCAPE CONTRACTOR. LANDSCAPE CONTRACTOR TO PROVIDE SHOP DRAWINGS TO LANDSCAPE ARCHITECT FOR APPROVAL PRIOR TO INSTALLATION OF IRRIGATION SYSTEM. CONTRACTOR TO 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 FOR CONTRACTOR. 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. LANDSCAPE NOTES X E R X E S A V E N O R T H H A V E N X E R X E S A V E N O R T H GOPHER STATE CALL ONE SITE KEY N.T.S. Luminaire Schedule Symbol Qty Label Arrangement Description LLF Lumens/Lamp Arr. Lum. Lumens Arr. Watts 0 BV D180 GFR-540-1000-PSMV-F 39' POLE 3' BASE 0.750 120000 173304 2160 0 BV-3HSS ROTATED 2 IN 90 GFR-540-1000-PSMV-F-3HSS 39' POLE 3' BASE 0.750 120000 94478 2160 0 FV-3HSS SINGLE GFR-2-1000-PSMV-F-3HSS 39' POLE 3' BASE 0.750 120000 45676 1080 0 KV 3 @ 90 DEGREES GFR-540-1000-PSMV-F 39' POLE 3' BASE 0.750 120000 259956 3240 11 A SINGLE GB-5-100-CMH-F 16' POLE 0.790 9000 5766 129 1 B 3 @ 90 DEGREES GFR-540-1000-PSMV-F 39' POLE 3' BASE 0.750 120000 259956 3240 6 C D180 GFR-540-1000-PSMV-F 39' POLE 3' BASE 0.750 120000 173304 2160 0 C-3HSS ROTATED 2 IN 90 GFR-540-1000-PSMV-F-3HSS 39' POLE 3' BASE 0.750 120000 94478 2160 1 D SINGLE GFR-540-1000-PSMV-F 39' POLE 3' BASE 0.750 120000 86652 1080 1 D-3HSS SINGLE GFR-540-1000-PSMV-F-3HSS 39' POLE 3' BASE 0.750 120000 47239 1080 0 E SINGLE GFR-2-1000-PSMV-F 39' POLE 3' BASE 0.750 120000 72875 1080 5 E-3HSS SINGLE GFR-2-1000-PSMV-F-3HSS 39' POLE 3' BASE 0.750 120000 45676 1080 0 F SINGLE GFR-3-1000-PSMV-F 39' POLE 3' BASE 0.750 120000 63036 1080 5 WM-18 SINGLE GBWM-3-400-PSMHR 18' MH 0.750 40000 26912 452 2 WM-14.67 SINGLE GBWM-3-400-PSMHR 14.67' MH 0.750 40000 26912 452 PHOTOMETRIC NOTES: A.CAST IN PLACE CONCRETE BASES WILL BE USED FOR LIGHT POLE BASE FOUNDATIONS. B.SEE SITE DETAILS FOR LIGHT POLE AND BASE DETAIL. C.REFER TO SITE LIGHTING ELECTRICAL PLAN BY OTHERS. D.LIGHT FIXTURES SHALL BE METAL HALIDE. E.LIGHT POLES SHALL BE 39 FEET TALL, ROUND, TAPERED, BLACK, STEEL POLES WITH A FIXTURE MOUNTING HEIGHT OF 42 FEET. (REF. CUT SHEET) PROPOSED PARKING LOT LIGHTING PROPOSED PEDESTRIAN LIGHTING EXISTING PARKING LOT LIGHTING EXISTING PEDESTRIAN LIGHTING 1 FC 3 FC 5 FC LIGHT POLE & FIXTURES 10 FC (FOOT CANDLES) NORTH SCALE FEET 0 60 120 P H O T O M E T R I C S P L A N 6081 S H I N G L E C R E E K C R O S S I N G B R O O K L Y N C E N T E R B U I L D I N G 9 ,1 0 ,R ,T