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Home My WebLink About2018/05/02 - ADMIN - Agenda Packets - Planning Commission - RegularAGENDA PLANNING COMMISSION COUNCIL CHAMBERS 6:00 P.M. MAY 2, 2018 1. Call to order – Roll Call 2. Approval of Minutes A. April 4, 2018 3. Hearings A. Bridgewater Bank Corporate Headquarters Preliminary and Final PUD; Preliminary and Final Plat Location: 4424 and 4400 Excelsior Blvd., 3743 Monterey Drive Applicant: Bridgewater Bank Case Nos.: 18-07-S, 18-08-PUD 4. Other Business 5. Communications 6. Adjournment STUDY SESSION 1. Comprehensive Plan – Public Health and Safety a. Police Services b. Fire Services c. Public Health If you cannot attend the meeting, please call the Community Development Office, 952/924-2575. Auxiliary aids for individuals with disabilities are available upon request. To make arrangements, please call 952.928.2840 at least 96 hours in advance of meeting. UNOFFICIAL MINUTES PLANNING COMMISSION STUDY SESSION with Parks and Recreation Advisory Commission and Environment and Sustainability Commission St. Louis Park, Minnesota April 4, 2018 Council Chambers Planning Commission Members present: Lynne Carper, Claudia Johnston-Madison, Torrey Kanne, Lisa Peilen, Richard Person, Carl Robertson, Joe Tatalovich Planning Commission Members absent: Ethan Rickert (youth member) (unexcused) Park and Recreation Advisory Commission Members present: Rich Bluma, Bruce Cantor, Elizabeth Griffin, George Hagemann, Tiffany Bushland Park and Recreation Advisory Commission Members absent: George Foulkes, Peter May, Rachel Salzer Environment and Sustainability Commission Members present: Susan Bloyer, Nicole Ciulla, Stefan Collinet, Terry Gips, Ryan Griffin, Claire Lukens, Bridget Rathsack, Lukas Wrede, Katherine Christiansen Environment and Sustainability Commission Members absent: Julie Rappaport, Keir Stiegler Staff present: Sean Walther, Meg McMonigal, Jacquelyn Kramer, Cindy Walsh, Jim Vaughan, Shannon Pinc, Jason West, Mark Oestreich, Kala Fisher, Jennifer Monson, Jason West, Xinci Tan 1. Comprehensive Plan Discussion A. Welcome and Introductions Meg McMonigal, Principal Planner, welcomed commissioners and introduced Carl Robertson, Planning Commission Chair. Commissioners from the three commissions introduced themselves. Unofficial Minutes Planning Commission April 4, 2018 Page 2 B. Westwood Nature Center Jason West, Recreation Superintendent, and Mark Oestreich, Nature Center Manager, gave a presentation on the concept plans for the Westwood Nature Center expansion. Commissioner Peilen asked if the funding has been approved for the project. Mr. West responded it has not yet been approved. City Council is tentatively scheduled to consider approval on May 7. Commissioner Peilen said she supports the expansion. Commissioner Carper asked about projected operating costs for the new building. Mr. West responded that staffing and programming will be very similar, but will be done in a more efficient space. The facility will be larger. Commissioner Carper asked about the function of the solar panels. Mr. Oestreich said solar panels will be used for power generation. It will not be used for water heating. Commissioner Carper asked if there would be changes to paid staff and using more volunteers. Mr. West spoke about the great existing volunteer group. The city is now looking at the future staffing model. Mr. Oestreich stated the center has 35 adult volunteers. In the summer months they have 65 middle school and high school volunteers. The school program of volunteer naturalists could grow with the new facility. He said the programming won’t triple but it will be more efficient. The city will be looking at maintenance staff needs as the building will be larger. Commissioner Gips asked if the projected per household cost of $37/year is for the $12 million portion of the project or the $9 million portion. Mr. West responded that projection per household is for the $12 million portion. Commissioner Gips asked how many trees will need to be removed for the project. Unofficial Minutes Planning Commission April 4, 2018 Page 3 Mr. West stated a lot of trees will not be removed as the project site is currently a parking lot. There will be some disturbance on the sides and back of the building site. Jim Vaughan, Natural Resources Coordinator, said the largest trees to be removed are 6-8 cottonwoods. Some lower condition trees include box elder and Siberian elms. He said staff can provide total number of trees to be removed. Commissioner Gips asked how many trees will be removed for solar access. Mr. West said he thought zero because of the open parking lot location. He added that a tree survey and tree study have taken place as part of this project. Chair Robertson added that the butterfly roof puts the solar gain on the opposite side and you already have a clear area in the front. Commissioner Gips asked if the $12 million expenditure will prevent other environmental sustainability projects and capital investment efforts, including Climate Action Plan, from going forward. Shannon Pinc, Environment and Sustainability Coordinator, stated she believed this would not preclude any other projects from going forward, and in fact, it is the one opportunity to build a demonstration project as an example of what can be done, as there aren’t any other buildings the city will be building in the near future. Commissioner Gips asked about the full life cycle costs of taking down the building and constructing the new building. He asked if there were numbers about projected revenue rentals and possible sponsorships yet. Mr. West said that would be part of the cost analysis to be discussed with City Council at its upcoming study session. Ryan Griffin, ESC Chair, said he is also concerned about tree removal and offsetting that impact. He said the ESC has suggested implementing the inch per inch public tree replacement policy that commercial contractors are held to. Sean Walter, Planning and Zoning Supervisor, said the nature center project is subject to that regulation. Commissioner Gips said the last question the ESC has regards social equity such as where the center is located, who lives around it, what happens in terms of current usage, future usage and socioeconomic factors. He asked if the center would really be as accessible to lower income people in the community. Unofficial Minutes Planning Commission April 4, 2018 Page 4 Mr. Oestreich said the building and programming will be accessible to everyone. He said currently they have the issue of accessibility from the parking lot. There is a whole population that can’t even find the building. They come to parking lot, see the picnic shelter which is closed and they leave. Being able to see the raptor cages from an ADA perspective will be another improvement. Mr. Oestreich said staff is meeting with city schools to ask what the barriers are and figure out ways the center can be a teaching tool. He said the city school population is very diverse and far different from a weekend population or a summer camp. There have been discussions about having the building sustainability, resiliency and green technology be a part of middle school and high school programming. Mr. Oestreich spoke about the bike lane coming to the center. He said additional connections and relationships will occur through outreach. Commissioner Gips asked if it’s possible to have some goals in terms of diversity. Mr. Oestreich said the city’s racial equity coordinator is part of the planning team. Staff are also participants in the city’s Race Equity program. C. Solid Waste Section Kala Fisher, Solid Waste Program Coordinator, gave a presentation. Commissioner Person asked what is known about commercial and multi-family garbage and recycling amounts. Ms. Fisher responded since those buildings contract outside of the city staff does not have data on their recycling rates. She said most of the larger buildings are in compliance, but the actual numbers are harder to determine. Commissioner Johnston-Madison asked what other cities are doing regarding commercial/multi-family solid waste. Ms. Fisher said throughout the metro area different cities have a varying degree of outreach. For the most part the connection comes at the county level. She said she is not aware of cities that have a solid waste ordinance in place for businesses. Unofficial Minutes Planning Commission April 4, 2018 Page 5 D. Parks, Open Space and Natural Resources Jennifer Monson, Planner, gave a presentation. Commissioner Johnston-Madison said she would like to add the possibility of affordable housing at the 40th and France property, as well as parks and single family residential. Commissioner Gips spoke about Minnehaha Creek and asked how surface water runoff and pollution is covered in the Comp Plan. Ms. Monson responded that there is a separate component of the plan dealing with surface water management. Commissioner Person asked if the paved trails are the same as the regional trails. Ms. Monson said the city has its own system. She showed city trails and regional trails on the map. She said the Mobility chapter will cover the Connect the Park trail network. In response to a question about park sidewalks, Ms. Monson said those are also part of the Mobility chapter and will be discussed at a later date. A question was asked about community gardens and equity. Mr. Vaughn stated a community garden has just been added to Shelard Park which is high density housing. There is one near TexaTonka. He said the gardens are scattered around the city and are within walking distance. The city is also looking at additional locations. A comment was made that the executive director of STEP would be a good connection for staff to make regarding opportunities for people in affordable housing to have access to community gardens. Ms. Monson said the proposed comprehensive plan language looks at this holistically; such as the city will add additional community gardens if the need arises and there is community input. She said other policies say capital improvements will be looked at through a racial equity lens to make sure city investment dollars are going where they are most needed. Commissioner Griffin asked about the strategy of not adding new neighborhood parks. Unofficial Minutes Planning Commission April 4, 2018 Page 6 Ms. Monson said that comes as kind of a policy from the Parks & Recreation Advisory Commission. Instead of new, publicly maintained and owned parks, one of the strategies the city has employed is working with developers to provide privately owned and maintained park space which is also open to the public. An example is in the West End development area. She also said that expansion of existing parks and improving connectivity between parks would be considered as opportunities arise. Commissioner Griffin asked if urban micro parks have been considered which would decrease the average walk to green space. Ms. Monson said that is a good questions for the Parks and Recreation Commission. She said that can be discussed at one of the Park & Rec commission future meetings. She added that park/sidewalk/trail connections will be discussed at a future meeting. E. Climate Action and Energy Conservation Shannon Pinc, Environmental and Sustainability Coordinator, gave a presentation. Commissioner Peilen asked if electric vehicles are still the wave of the future. She commented that their growth seems to have slowed. Ms. Pinc said that it is always ever changing. She said the demand is still increasing for electric and hybrid vehicles and tax incentives still exist. She said part of the city’s planning includes supplying the charging stations at public facilities. In response to Commissioner Peilen’s question about renewable electricity, Ms. Pinc said renewable electricity is sourced from renewable resources such as wind, solar or geothermal rather than finite resources such as coal, oil, and natural gas. Commissioner Johnston-Madison asked about the thermal energy grid. Ms. Pinc stated that is a district heating system that produces energy. It is cheaper, more efficient and less polluting. An example is St. Paul District Heating which burns waste wood. Another example would be the use of solar storage. Commissioner Carper spoke about carbon capture and burning materials for energy. Unofficial Minutes Planning Commission April 4, 2018 Page 7 There was a discussion about the Minneapolis Green Business Solar Project. Ms. Pinc said the city has been looking at this project, and many other great projects, to determine if they could work for St. Louis Park. Commissioner Bloyer asked if the comprehensive plan includes a section about food access and food security. Ms. McMonigal responded that is addressed in the health section of the comprehensive plan. 2. Wrap Up and Adjourn Commissioner Griffin said the ESC is interested in meeting together again with the opportunity for more interaction among commissioners. The meeting was adjourned at 9 p.m. Respectfully submitted, Nancy Sells Recording Secretary Planning Commission Meeting Date: May 2, 2018 Item 3A 3A. Bridgewater Bank Corporate Headquarters Preliminary and Final PUD; Preliminary and Final Plat Case No.: 18-07-S, 18-08-PUD Location: 4424 and 4400 Excelsior Boulevard, 3743 Monterey Drive Applicant: Owners: Bridgewater Bank Bridgewater Bank/Bridgewater Bancshares, Inc., St. Louis Park Economic Development Authority Recommended Action: Chair to close public hearing. Motion to recommend approval of the Preliminary and Final Plat, and Preliminary and Final Planned Unit Development subject to the conditions recommended by Staff. Review Deadline: 60 Days: 5/18/2018 120 Days: 7/17/2018 REQUEST: Bridgewater Bank is seeking Preliminary and Final Plat and Preliminary and Final Planned Unit Development approval for the redevelopment of 4424 and 4400 Excelsior Boulevard, and 3743 Monterey Drive. Bridgewater Bank proposes to demolish the existing 1-story commercial building and construct a 4-story, 84,000 square foot office building with a 7,152- square-foot commercial bank branch, 7,530 square feet of retail and service space, including a 4,000 square foot restaurant and three levels of structured parking. The first floor will include Bridgewater Bank's customer branch, a restaurant and retail space. The second and third floors will include the bank's executive offices and the fourth floor will be a co-working entrepreneurial hub, servicing new business start-ups. The proposal includes a public plaza at the corner of Excelsior Boulevard and Monterey Drive, with outdoor seating, space for artwork or an artist designed structure, and landscaping. The building height, setbacks, stepbacks, site circulation, and the plaza are designed to respond to comments raised during a previous development review process in 2015 for the same site. SITE INFORMATION: The proposed redevelopment site is located at 4424 and 4400 Excelsior Boulevard, and 3743 Monterey Drive. The site is located in the Wolfe Park neighborhood at the northeast quadrant of Excelsior Boulevard and Monterey Drive. The proposed redevelopment is east of Excelsior & Grand and Trader Joes. Site Area: 2.42 acres Current Uses: Vacant and occupied commercial buildings Comprehensive Plan: MX-Mixed Use Current Zoning: C-2 General Commercial & R4 Multi-family Residential Proposed Zoning: PUD-Planned Unit Development Surrounding Land Uses: North: Multi-family and nursing home uses East: Small scale commercial West: Excelsior & Grand / Trader Joes South: Small scale commercial Planning Commission Meeting of May 2, 2018 Page 2 Subject: Bridgewater Bank Corporate Headquarters BACKGROUND: In 2015, the city approved a Comprehensive Plan Amendment to guide the properties at 4424 and 4400 Excelsior Boulevard, and 3743 Monterey Drive for Mixed Use. Also in 2015, Dominium Development proposed a mixed-use development for the site. The original development proposal included a 6-story building with 148 dwelling units, 17,500 square feet of commercial space, 10,000 square feet for the bank, and three levels of structured parking. The original development proposal was denied by city council. Bridgewater Bank now proposes an office development at this site to locate the Bridgewater Bank Headquarters in St. Louis Park. The development’s design was influenced by comments raised during a previous development review process in 2015 for the same site. PRESENT CONSIDERATIONS: The applicant proposes to construct a 4 story, 84,000 gross square foot office building, with three levels of structured parking. The plan includes a pedestrian plaza at the corner of Excelsior Boulevard and Monterey Drive with extensive landscaping, outdoor seating, and space for public art. The plaza provides open space and a protected area underneath a portion of the building. Ground floor retail and restaurant storefronts are designed to face Excelsior Boulevard on the east side of the site and the public plaza, and 4,700 square feet Planning Commission Meeting of May 2, 2018 Page 3 Subject: Bridgewater Bank Corporate Headquarters will be used as a shared lobby. The remaining 7,152 square feet of the ground floor will be used as a commercial branch for Bridgewater Bank. Floors two through four are each approximately 20,000 square feet in size and will be home to the office headquarters of Bridgewater Bank, and an entrepreneurial co-working hub. Large first floor setbacks have been provided along Monterey Drive, and Excelsior Boulevard and landscaping has been designed to provide as much green space as possible, while maintaining an urban streetscape. The second floor of the building’s south side steps back from Excelsior Boulevard to lessen the overall massing of the building and to provide a rooftop amenity. The majority of the office building is stepped back significantly from Excelsior Boulevard, compared to the Excelsior & Grand buildings west of Monterey Drive. PRELIMINARY AND FINAL PLAT ANALYSIS: Bridgewater Bank seeks approval to combine the property located at 4424 and 4400 Excelsior Boulevard, and 3743 Monterey Drive, and subdivide a portion of 4400 Excelsior Boulevard to remain as a separate lot for the existing two-story commercial building currently occupied by Bridgewater Bank. The plat will be named Bridgewater Bank Addition. Lots: Lot 1, Block 1, Bridgewater Bank Addition will have a lot area of 2.072 acres. This lot will be the location of the proposed Bridgewater Bank Corporate Center. Lot 2, Block 1, Bridgewater Bank Addition will have a lot area of 0.197 acres and the existing two-story commercial building will remain. Right-of-Way Dedication: The plat dedicates 0.4 acres (17,450 square feet) for additional right- of-way along Monterey Drive and Excelsior Boulevard. A portion of that additional right-of-way is to accommodate on-street bike lanes and a future U-turn movement at the intersection of Monterey Drive and Excelsior Boulevard. The bike lanes and intersection improvements will be installed as part of the Connect the Park Capital Improvement Program in 2019/2020. Easements: The plat dedicates drainage and utility easements along Excelsior Boulevard and Kipling Avenue, including a 4-foot wide easement along Excelsior Boulevard and a 10-foot wide easement along Kipling Avenue. No additional drainage and utility easements are needed along Monterey Drive, as there is adequate room in the right-of-way to accommodate future infrastructure. Permanent sidewalk easements or agreements will be recorded along Excelsior Boulevard and Monterey Drive to allow public access on private property. Park and Trail Dedications: There are no park and trail dedications for this development, as the site was previously platted for commercial use, and fees have already been collected for these properties. PUD ANALYSIS: Planning Commission Meeting of May 2, 2018 Page 4 Subject: Bridgewater Bank Corporate Headquarters Description: The developer requests approval of a preliminary and final planned unit development (PUD). A PUD is a rezoning and zoning text amendment that establishes the regulations for a specific property. A PUD requires a minimum 2 acres of land. The development proposal site is 2.072 acres, excluding 0.4 acres of dedicated right-of-way. A PUD approach for this property allows for conditions and requirements that fit the context and character of the individual site and the proposed development. Comprehensive Plan: The Comprehensive Plan designates the site for mixed use. This category would allow for a mix of office and commercial uses. The PUD would create a new zoning district and zoning regulations for uses and dimensional standards that are unique to this site. Staff finds this site suitable for the proposed development and finds the development meets many of the objectives of the Comprehensive Plan. The site provides a mixture of office, retail, and service spaces, and promotes an active street frontage along Excelsior Boulevard, while maintaining a building scale appropriate to the surrounding commercial and residential uses. The development is designed to accommodate all transportation modes including pedestrians, bicycles, transit uses, and single-occupancy vehicles. Ample bicycle parking is provided within and around the site, and additional right-of-way is being dedicated to accommodate an on-street bike lane along Monterey Drive. The site is within ½ mile of the Cedar Lake LRT Regional Trail and the future Beltline Boulevard Southwest LRT station. An active Metro Transit bus stop is also located on site, and is served by Routes 12, 114, and 615. The developer will work with Metro Transit to add a bus shelter where the existing bus stop is located. The original plans for Excelsior & Grand/Park Commons East anticipated an office development at the location of the existing mixed-use building that includes Trader Joes. An office development has not yet been constructed within Park Commons East. The proposed Bridgewater Bank Corporate Center development would complete this vision, and establish a new daytime employment center within the Excelsior & Grand/Park Commons East development area that complements the existing land uses. Building and Site Design Analysis: The Bridgewater Bank Corporate Center meets the PUD ordinance goals for building and site design. The ordinance requires the city to find that the quality of building and site design will substantially enhance aesthetics of the site and implement relevant goals and policies of the Comprehensive Plan. In addition, the following criteria shall be satisfied: (1) The design shall consider the project as a whole, and shall create a unified environment within project boundaries by ensuring architectural compatibility of all structures, efficient vehicular and pedestrian circulation, aesthetically pleasing landscape and site features, and design and efficient use of utilities. Staff finds the plan meets this requirement. (2) The design of a PUD shall achieve compatibility of the project with surrounding land uses, both existing and proposed, and shall minimize the potential adverse impacts of the PUD on surrounding land uses and the potential adverse effects of the surrounding land uses on the PUD. Staff finds the plan meets this requirement. Planning Commission Meeting of May 2, 2018 Page 5 Subject: Bridgewater Bank Corporate Headquarters (3) A PUD shall comply with the City’s Green Building Policy. This is a condition of approval. The architect is working with Xcel Energy, Centerpoint Energy, and the City of St. Louis Park to comply. (4) The use of green roofs or white roofs and on-site renewable energy is encouraged. The developer is incorporating several levels of rooftop amenity space, and have agreed to construct the building to ensure the building is “Solar Ready”. The developer will also install electric vehicle charging stations, and the infrastructure capacity to install additional stations as market demand increases. ZONING ANALYSIS: The following table provides the development metrics. The property will be rezoned to a Planned Unit Development (PUD). The proposed performance and development standards, as indicated in the development plans, establish the development requirements for this property if approved. Zoning Compliance Table. Factor Required Proposed Met ? Use Mixed-Use Office, Retail, Restaurant Yes Lot Area 2 acres needed for PUD 2.072 acres/90,259 s.f. *excludes right-of-way dedication Yes Height Less of 6 stories in height of 75 feet 62 feet (including parapet) Yes Building Materials Minimum of 60% Class I materials Class I: 77% Class II: 23% Yes Ground Floor Area Ratio __ __ Yes Floor Area Ratio Maximum 2.0 0.8 Yes Off-Street Parking Existing Commercial Bank: 15 New Retail Bank: 25 Restaurant: 60 Retail: 12 Office: 180 Total Required: 292 spaces Existing Commercial Bank: 5 Surface Parking: 45 P-1: 114 P-2: 113 On street: 5 Total Provided: 282 spaces A parking study was completed by SRF and the parking provided is adequate to serve the development. Yes Bicycle Parking 10% of parking Total Required: 30 spaces 28 bicycle spaces in ramp 7 bicycle spaces outside Total Provided: 35 Yes Open Area/DORA Minimum 12% required 21.7 % Provided Yes Landscaping See Section 36-364 Yes Setbacks None with PUD South: 6’ East: 6’ West: 14’-25’ Yes Planning Commission Meeting of May 2, 2018 Page 6 Subject: Bridgewater Bank Corporate Headquarters North: 27’ Mechanical Equipment Full screening required Full screening provided Yes Sidewalks Required along all street frontages Provided along all street frontages Yes Refuse handling Full screening required Located in underground garage. Space allocated for restaurant waste on ground level within building. Both include space for recycling and organics. Yes Transit service None required Served by Route 12, Route 114, and Route 615. Yes Stormwater Management Required on-site Provided on-site Yes Uses: The proposal includes three floors of office space, a 4,000 square foot restaurant, 3,530 square feet of retail space, and a 7,152 square foot commercial bank. Each floor of office use is approximately 20,000 square feet in size. The ground level includes the retail bank, restaurant, and retail space, and floors two through four are Bridgewater Bank’s Corporate Headquarters. The fourth floor will be a co-working entrepreneurial center for small business start-ups. Architectural Design: The building is designed to reduce the overall impact along Excelsior Boulevard and Monterey Drive, and to fit within the surrounding mixed-use context of the area. The building is four-stories in height and 62 feet tall. There is a public plaza at the intersection of Excelsior Boulevard and Monterey Drive with landscaping, art opportunities, and outdoor seating. The plaza provides open space and a protected area underneath a portion of the building. The building setbacks and step backs reduce the perceived mass of the building. Relatively large first floor setbacks have been provided along Monterey Drive. The upper floors of the building fronting Excelsior Boulevard are each stepped back to lessen the overall massing of the building and to provide rooftop amenity space. The building exterior is comprised of 77% Class I materials including natural stone and glass. The remaining 23% of the building is comprised of metal panels and 10 mm Prodema, which is a composite wood material. Composite wood is currently not an allowed material per the zoning ordinance. However, the city is in the process of reviewing the architectural material zoning code, and composite wood may be classified as either a Class I or Class II material for future buildings in the city in the coming months. Staff recommends allowing 10mm Prodema as a Class II material for this development. Height: The majority of the site is currently zoned C-2, which allows for up to a six-story, 75 foot tall building. The proposed height for the Bridgewater Bank Corporate Center is four-stories and 62 feet. The elevator and stair penthouses are proposed to be a maximum of 72 feet in height. Lighting: The exterior photometric plan meets the recommended level of 0.5-1 foot candle past the property line. The LED lighting features chosen are consistent with the aesthetic features of the building and are not anticipated to present a nuisance to neighboring properties. The lighting within the parking garage is an average of 0.98 foot candles, and meets the maximum required Planning Commission Meeting of May 2, 2018 Page 7 Subject: Bridgewater Bank Corporate Headquarters lighting levels for parking areas. Internal parking garage lighting fixtures will be shielded and will not cause glare issues off-site. Parking: Parking will total 282 stalls with 50 stalls in the surface parking lot, 5 on-street spaces located along Excelsior Boulevard, and 227 spaces in the two-story underground ramp. The existing two-story commercial building requires a total of 15 parking stalls. The plans show five spaces located on the existing bank property. A shared parking and access easement will be recorded allowing the existing commercial building access to 10 parking stalls on the new corporate headquarters property. The city’s zoning code requires a total of 292 parking stalls to accommodate the development’s uses if a restaurant use is included. The plans propose 282 spaces, therefore, a parking study was completed by SRF Consulting Group to analyze overall parking demand based on different restaurant sizes and types. The parking study shows 282 parking spaces is adequate to serve the mix of building uses, including a 4,000 square foot restaurant. The study looked at several restaurants types, as a family-oriented establishment has a different parking pattern and demand than a fast casual establishment. The study found the proposed parking is adequate for a wide range of restaurant types. Bicycle parking: The plan provides bicycle parking on each level of the parking garage, and underneath the building overhang near the public plaza. There are 14 spaces located on each level of the garage, and seven spaces near the public plaza. Electric Vehicle Charging Stations: Bridgewater Bank agrees to install electric vehicle charging stations within the parking areas of the development. The final count of charging stations will be determined based on a market study of other Class A office buildings in the metro area. The bank will also install conduit to provide additional electric vehicle charging stations to meet future charging needs. Access: The development proposal provides four access points into the site. Access A is a right- in/right-out onto Excelsior Boulevard at an existing curb cut. Access B is a 3/4 intersection across from Park Commons Drive. Access A and Access B both serve the surface parking lot and Level P1, which is connected via a down-only ramp. Access C is a right-in/right-out from Monterey Drive, which provides the only egress from Level P1. Access D is a full access intersection on 36- 1/2 Street servicing the ingress and egress for Level P2 only. There are no internal connections between Levels P2 and P1. Planning Commission Meeting of May 2, 2018 Page 8 Subject: Bridgewater Bank Corporate Headquarters Bridgewater Bank Traffic Study: SRF Consulting Group conducted a traffic study of the Bridgewater Bank Corporate Center development proposal. The study found that the proposed development is expected to have a relatively minimal impact on traffic in the area. The study looked at existing roadway conditions, no-build conditions in 2020 assuming city improvements are installed along Monterey Drive, and 2020 build conditions. The proposed D A B C Planning Commission Meeting of May 2, 2018 Page 9 Subject: Bridgewater Bank Corporate Headquarters development is expected to have a relatively minimal impact on the traffic in the study area, and all intersections operate at an overall LOS C or better. The 2018 Bridgewater Office proposal generates fewer trips than the 2015 Dominium proposal. The overall traffic impact from the 2018 Bridgewater development proposal is also less than then 2015 Dominium proposal as the traffic patterns are predominantly in the opposite directions during the p.m. peak hour, when traffic demand is highest at adjacent intersections, especially southbound Monterey Drive and eastbound Park Commons Drive. It also generates very low traffic on the weekends when Trader Joe’s is busier. Travel Demand Management Plan: To encourage people to use alternate travel modes and to further reduce the development’s impact on public roadways and on-site parking demand, Bridgewater Bank agrees to implement a Travel Demand Management Plan (TDMP). Bridgewater Bank hired Spack Consulting to complete the TDMP, and the bank agrees to have a designated transportation coordinator to work with employees and visitors to promote walking, biking, and transit service. The bank will work with Metro Transit to establish a Metropass system for employees and will promote car sharing and carpooling. They will also encourage service vehicles to deliver outside of the weekday peak traffic hours, and will manage parking and assign parking spaces for visitors and bank employees. Loading/Service Areas: A commercial loading zone is located on the north side of the site with access from 36-1/2 Street. Trash will be collected in Level P2, and will be fully enclosed within the parking structure. Space for trash, recycling, and organic materials will be provided. A restaurant trash room is also conveniently located on the main floor of the building, with a pickup door located near Access A. Landscaping: All of the existing trees on the site will be removed during demolition. The landscape plan indicates 34 new canopy trees, 6 new ornamental trees, 9 new evergreen trees, 481 new shrubs, and 1,719 new perennials. The project does not meet the city’s planting and tree replacement requirements, which requires 84 trees and 504 shrubs. However, the plan includes a variety of alternative landscaping measures in order to meet the landscaping requirements. These alternative measures include artwork, a pergola structure, publicly accessible plaza, and outdoor space located on the roof of the retail space. The rooftop amenity space includes plantings, seating, outdoor grills and a bocce ball court. The final costs of these features will be compared to the cost of providing the required landscaping. If the alternative landscaping features cost less than the required landscaping, the developer will pay a fee for additional trees to be planted in other areas in the city. The landscape planting areas along Excelsior Boulevard are designed as rain gardens to collect stormwater during the summer, and allow for snow storage during the winter. The plan includes a place-holder location for art. The actual location and type of art work will need to be determined at a later date. The city’s expectation is for the owner to have city and public involvement in the selection of the art work location, artist, and art work. Planning Commission Meeting of May 2, 2018 Page 10 Subject: Bridgewater Bank Corporate Headquarters Designed Outdoor Recreation Area (DORA): The proposed development plans illustrate DORA through the inclusion of the 19,614 square feet outdoor space in the public plaza and rooftop amenity space. The plan exceeds the city’s minimum 12% DORA requirements, and provides approximately 21.7%. Signs: A sign plan was not submitted for review. Signs will require permits and shall comply with the same sign regulations as applied to sites zoned General Commercial. Utilities: All utilities services to the building will be placed underground. Utility service structures, such as a generator or transformer, shall be screened completely from off-site with materials consistent with the main building facade. Per the development agreement, buildings will provide the necessary infrastructure to take advantage of fiber-optic service lines in the vicinity of the development. Maintenance: The property is located within Special Service District #2. The property owner pays a special assessment annually, and the city provides landscaping and maintenance for the Excelsior Boulevard streetscape. The property will remain in Special Service District #2. Climate Action Plan: Bridgewater Bank is dedicated to providing a building that will contribute to St. Louis Park’s goals of having all electric cars by 2030 and energy neutrality by 2040. The bank will install several electric vehicle charging stations and infrastructure to install additional stations as market demands increase. A market study is being done to determine the current demand of electric vehicle charging stations at Class A office buildings in the metro area. Bridgewater Bank is also designing the roof of the building to accommodate the weight and load of future solar panels and solar panel infrastructure. Another component of the Climate Action Plan is reducing vehicle miles traveled to reduce vehicle emissions. Bridgewater Bank is dedicated to having employees and visitors utilize alternate modes of travel, and agrees to implement a robust Travel Demand Management Plan. Public Input: A neighborhood meeting was held on February 15, 2018 in City Council Chambers to present the Bridgewater Bank Corporate Headquarters development proposal and receive and respond to questions and comments from the community. About 30 people were in attendance. Dean Dovolis from DJR Architecture gave an overview of the proposed development. There were a few questions regarding how access to the site worked, and a description of the overall size of commercial spaces. The responses to the design of the building were very positive, and the community members present found the design attractive. Mr. Jack Sullivan, Senior Engineering Project Manager from the City of St. Louis Park, presented the ideas for a potential redesign of Monterey Drive from Excelsior Boulevard to Beltline Boulevard. The potential redesign includes providing on-street bike lanes and wider sidewalks, a round-a-about at the intersection of Beltline Boulevard and 36th Street, a ¾ intersection at Park Commons Drive and Monterey, and an intersection design at Excelsior Boulevard and Monterey Drive that would accommodate U-turn turning movements. The overall design incorporates lane reductions from four/five lanes to two lanes with turning lanes throughout most of the corridor, and widening back out to four/five lanes at Park Commons Drive. Planning Commission Meeting of May 2, 2018 Page 11 Subject: Bridgewater Bank Corporate Headquarters The community members voiced appreciation for the broader view the city is taking regarding traffic on the Monterey Drive corridor, and appreciated that the process is open and honest. Some questions were raised whether the Bridgewater proposal was driving the study of Monterey, and staff clarified that the approach took into account all growth in the area until 2040, and did not just look at Bridgewater’s proposal, and was focused on the long term function and safety of the roadway. There was some skepticism that the design would make the roadway safer for pedestrians and bicyclists, and some concerns about the U-turn movements at Excelsior Boulevard and Monterey Drive. There were also comments in favor of the U-turn movements, as people do not feel comfortable taking a left from Park Commons Drive to go northbound on Monterey Drive. There were some questions clarifying the number of lanes, and how the round-a-about will be designed for pedestrians. Overall, neighbors seemed to be in favor of further study and more detailed design for changes to Monterey Drive. Finally, Mr. Matt Pacyna from SRF Consulting Group presented the Bridgewater Bank Headquarters traffic study. The traffic was studied as far as Quentin Avenue and Excelsior Boulevard. The impacts were very localized around the site, and had minimal impacts to the public network. Mr. Pacyna presented the level of service and delay times for all local intersections, and explained how the traffic circulation works internally on the development site. Discussions focused on the overall new trips to the network, and how people leaving the site would go south, west, and east. There were also some concerns raised about the delay at Kipling for people trying to turn onto Excelsior Boulevard. Matt explained that side streets commonly have a higher level of delay service, and that the higher level of delay is more acceptable on those streets, especially when the overall level of service for the intersection is still LOS A. There were some questions about the length of the Monterey Drive southbound queue, and one of the consultant’s recommendations is to optimize signal timing after completion to potentially allow more time for more cars to turn left and to make U-turn movements. In general, the Bridgewater development causes minimal impact to the overall level of service on the city network, but there were some concerns from residents about reduced convenience and the overall increase in traffic and their desire to better understand the impacts of Bridgewater to the overall street network including 38th Street. In general, people seemed to like the overall design of the building, and the proposed design of Monterey Drive. There continued to be some skepticism of the benefits of the proposed future design of Monterey Drive with regard to convenience and time it takes automobiles to get through the area. STAFF RECOMMENDATIONS: Staff recommends approval of The Bridgewater Bank Corporate Center Preliminary and Final Plat subject to the following conditions: 1. The site shall be developed, used and maintained in accordance with the conditions of this resolution, the approved Official Exhibits, and City Code. Planning Commission Meeting of May 2, 2018 Page 12 Subject: Bridgewater Bank Corporate Headquarters 2. All utility service structures shall be buried. If any utility service structure cannot be buried (i.e. electric transformer), it shall be integrated into the building design and 100% screened from off-site with materials consistent with the primary façade materials. 3. Prior to the City signing and releasing the final plat to the developer for filing with Hennepin County: a. A financial security in the form of a cash escrow or letter of credit in the amount of $1,000 shall be submitted to the City to insure that a signed Mylar copy of the final plat is provided to the City. b. A Planning Development Contract shall be executed between the City and Developer that addresses, at a minimum: i. The installation of all public improvements including, but not limited to: sidewalks, boulevards, and the execution of necessary easements related to such improvements. ii. A performance guarantee for 1.25 times the estimated costs for the installation of all public improvements, placement of iron monuments at property corners, and landscaping. c. The applicant shall reimburse City Attorney’s fees in drafting/reviewing such documents as required in the final plat approval. d. The Mayor and City Manager are authorized to execute the Planning Development Contract. 4. Prior to starting any land disturbing activities, the following conditions shall be met: a. Proof of recording the final plat shall be submitted to the City. b. Assent Form and Official Exhibits shall be signed by the applicant and property owner. c. A preconstruction meeting shall be held with the appropriate development, construction, private utility, and City representatives. d. All necessary permits shall be obtained. e. A performance guarantee in the form of cash escrow or irrevocable letter of credit shall be provided to the City of St. Louis Park for all public improvements (street, sidewalks, boulevards, utility, street lights, landscaping, etc.) and landscaping. Staff recommends approval of The Bridgewater Bank Corporate Center Preliminary and Final Planned Unit Development subject to the following conditions: 1. The site shall be developed, used and maintained in accordance with the conditions of this ordinance, approved Official Exhibits, and City Code. 2. All utility service structures shall be buried. If any utility service structure cannot be buried (i.e. electric transformer), it shall be integrated into the building design and 100% screened from off-site with materials consistent with the primary façade materials. 3. Prior to starting any land disturbing activities, the following conditions shall be met: a. Assent Form and Official Exhibits shall be signed by the applicant and property owner. Planning Commission Meeting of May 2, 2018 Page 13 Subject: Bridgewater Bank Corporate Headquarters b. A preconstruction meeting shall be held with the appropriate development, construction, private utility, and City representatives. c. All necessary permits shall be obtained. 4. Prior to issuance of building permits, the following conditions shall be met: a. The developer shall sign the City's Assent Form and the Official Exhibits. b. A Planning Development Contract shall be executed between the Developer and City that addresses, at a minimum: i. The conditions of PUD approval as applicable or appropriate. ii. The installation of all public improvements including, but not limited to: on-street parking, sidewalks and boulevard improvements and the execution of any necessary agreements related to the maintenance of such improvements including the inclusion of Special Service District #6. iii. Developer agrees to provide art work on or near the site with city/public involvement in the selection of the location, artist, and art work. iv. Easements related to electronic communication and fiber infrastructure. v. A performance guarantee in the form of cash escrow or irrevocable letter of credit shall be provided to the City of St. Louis Park in the amount of 1.25 times of the costs of all public improvements (sidewalks and boulevards), and the private site stormwater management system and landscaping. vi. The developer shall reimburse City attorney’s fees in drafting/reviewing such documents as required in the final PUD approval. vii. The Mayor and City Manager are authorized to execute said Planning Development Contract. c. Final construction plans for all public improvements and private stormwater system shall be signed by a registered engineer and submitted to the City Engineer for review and approval. d. Building material samples and colors shall be submitted to the City for review and approval. e. The plans shall address all Engineering Requirements. 5. The Developer shall comply with the following conditions during construction: a. All City noise ordinances shall be complied with, including that there be no construction activity between the hours of 10 p.m. and 7 a.m. Monday through Friday, and between 10 p.m. and 9 a.m. on weekends and holidays. b. The site shall be kept free of dust and debris that could blow onto neighboring properties. c. Public streets shall be maintained free of dirt and shall be cleaned as necessary. d. The City shall be contacted a minimum of 72 hours prior to any work in a public street. e. Work in a public street shall take place only upon the determination by the City Engineer (or designee) that appropriate safety measures have been taken to ensure motorist and pedestrian safety. f. The developer shall install and maintain chain link security fencing that is at least six feet tall along the perimeter of the site. All gates and access points shall be locked during non-working hours. Planning Commission Meeting of May 2, 2018 Page 14 Subject: Bridgewater Bank Corporate Headquarters g. Temporary electric power connections shall not adversely impact surrounding neighborhood service. h. Pedestrian access along Excelsior Boulevard and to the existing bus stop shall be maintained during construction. Any expected disruptions shall be limited in duration and scope, and communicated to the City, County, and Metro Transit well in advance. 6. Prior to the issuance of any permanent certificate of occupancy permit the following shall be completed: a. Public improvements, private utilities, site landscaping and irrigation, and storm water management system shall be installed in accordance with the Official Exhibits. b. Tree dedication fees shall be paid, if the cost of alternative landscaping does not equal or exceed the cost of required trees and shrubs. 7. All mechanical equipment shall be fully screened. Rooftop equipment may be located as indicated in the Official Exhibits so as not to be visible from off-site. 8. The materials used in, and placement of, all signs shall be integrated with the building design and architecture, and comply with the same sign regulations applied to sites zoned C-2 General Commercial. ATTACHMENTS:  Existing and Proposed Zoning  Draft PUD Ordinance  Development Plan  Multi-modal Study (SRF Consulting)  Traffic Study (SRF Consulting)  Parking Study (SRF Consulting)  Travel Demand Management Plan (Spack Consulting) Prepared by: Jennifer Monson, Planner Reviewed by: Sean Walther, Planning and Zoning Supervisor Planning Commission Meeting of May 2, 2018 Page 15 Subject: Bridgewater Bank Corporate Headquarters Existing and Proposed Zoning Map Planning Commission Meeting of May 2, 2018 Page 16 Subject: Bridgewater Bank Corporate Headquarters DRAFT ORDINANCE NO. ORDINANCE AMENDING THE ST. LOUIS PARK CITY CODE RELATING TO ZONING BY CREATING SECTION 36-268-PUD 13 AS A PLANNED UNIT DEVELOPMENT ZONING DISTRICT FOR THE PROPERTY LOCATED AT 4424 AND 4400 EXCELSIOR BOULEVARD AND 3743 MONTEREY DRIVE THE CITY OF ST. LOUIS PARK DOES ORDAIN: Findings Sec. 1. The City Council has considered the advice and recommendation of the Planning Commission (Case No. 18-08-PUD) for amending the Zoning Ordinance Section 36-268-PUD 13. Sec. 2. The Comprehensive Plan designates the following described lands as Mixed Use. Lot 1, Block 1, Bridgewater Bank Addition, Hennepin County, Minnesota Sec. 3. The St. Louis Park Ordinance Code, Section 36-268 is hereby amended to add the following Planned Unit Development Zoning District: Section 36-268-PUD 13. (a) Development Plan The site located at Lot 1, Block 1, Bridgewater Bank Addition, Hennepin County, Minnesota, shall be developed, used and maintained in conformance with the following Final PUD signed Official Exhibits: 1) G000P – Cover Sheet 2) G001P - Renderings 3) G002P – Shadow Study 4) C0.0 – Title Sheet 5) V1.0 – Site Survey 6) V1.1 – Final Plat Page 1 7) V1.2 – Final Plat Page 2 8) C1.0 – Removals Plan 9) C2.0 – Site Plan 10) C2.1 – Site Plan – Northern Drive 11) C2.2 – Vehicle Turning Movement Plan 12) C2.3 – Right of Way Dedication 13) C3.0 – Grading Plan 14) C3.1 Grading Plan – Northern Drive 15) C4.0 – Utility Plan 16) C5.0 – Civil Details 17) C5.1 – Civil Details 18) C5.2 – Civil Details Planning Commission Meeting of May 2, 2018 Page 17 Subject: Bridgewater Bank Corporate Headquarters 19) C5.3 – Civil Details 20) SW1.0 – SWPPP – Existing Conditions 21) SW1.1 – SWPPP – Proposed Conditions 22) SW1.2 – SWPPP – Details & Narrative 23) SW1.3 – SWPPP – Attachments 24) SW1.4 – SWPPP - Attachments 25) SW1.5 – SWPPP – Attachments 26) L001 – Tree Preservation Plan 27) L100 – Landscape Plan 28) L400 – Landscape Enlargement 29) L500 – Landscape Details and Notes 30) AS100P – Architectural Site Plan 31) A090P – Floor Plan – Level P2 32) A100P – Floor Plan – Level P1 33) A110P – Floor Plan – Level 1 34) A120P – Floor Plan – Level 2 35) A130P – Floor Plan – Level 3 36) A140P – Floor Plan – Level 4 37) A160P – Roof Plan 38) A200P – Exterior Elevations 39) A201P – Exterior Elevations 40) A202P – Exterior Elevations 41) A203P – Exterior Elevations 42) A300P – Building Sections 43) AL100 – Photometric Plan 44) AL100 – Photometric P1 Plan 45) AL102 – Photometric P2 Plan The site shall also conform to the following requirements: 1) The property shall be developed with 84,000 square feet of building space. 2) At least 272 off-street parking spaces shall be constructed. At least five (5) public on-street parallel parking spaces shall be constructed on Excelsior Boulevard. Parking will be provided off-street in a surface lot (45 spaces), on-street parallel parking (5 spaces), and in below grade structured parking (227). 10 spaces shall be shared parking via a shared parking easement with Lot 2 Block 1 Bridgewater Addition. An off-street parking management plan shall be approved by the city and managed by the property owner, with the goal of avoiding spill over parking into surrounding streets in the neighborhood and maximizing the benefits of mixed use development and shared parking. 3) A commercial loading bay shall be located 6 feet from the east property line on the north side of the building. Access shall be provided from 36-1/2 Street. 4) The maximum building height shall not exceed 62 feet and four stories, plus up to an additional ten (10) feet for stair and elevator penthouses. Planning Commission Meeting of May 2, 2018 Page 18 Subject: Bridgewater Bank Corporate Headquarters 5) The development site shall include a minimum of 12 percent designed outdoor recreation area based on private developable land area. (b) Permitted with Conditions (1) Office. Office uses shall be limited to the upper floors. (2) Commercial uses. Commercial uses shall be limited to the following: medical and dental offices, libraries, museums, banks, and studios. a. In vehicle sales is prohibited. (2) Retail and service facilities. The conditions are as follows: a. No single use retail or service facility establishment over 4,000 square feet is permitted. The use shall be located on the ground floor and shall be permitted only as a part of a larger development which contains at least one other permitted principal use or as a part of a mixed use PUD. b. All refuse shall meet the requirements of chapter 22 regulating refuse. c. In vehicle sales is prohibited. (3) Restaurants with or without intoxicating liquor license. The conditions are as follows: a. A maximum of 4,000 gross square feet shall be used for restaurants. This use shall be permitted as part of a larger development which contains at least one other principal use or as part of a PUD. b. A Travel Demand Management Plan shall be implemented and shall provide ongoing mitigation while a restaurant use is present. c. These uses shall not result in any exterior building modifications, including truck docks or freestanding signage, overnight truck parking or similar features. d. If there is a wine, beer, and/or intoxicating liquor license, the Restaurant uses shall be located a minimum of 100 feet from any parcel that is zoned residential and used or subdivided for residential or has an occupied institutional building including but not limited to a school, religious institution or community center. e. In vehicle sales is prohibited. (4) Civic and institutional uses. Civic and institutional uses are limited to education/academic, library, museums/art galleries, indoor public parks/open space, police service substations, post office customer service facilities, public studios and performance theaters. The conditions are as follows: a. All parking requirements must be met for each use. Planning Commission Meeting of May 2, 2018 Page 19 Subject: Bridgewater Bank Corporate Headquarters b. In vehicle sales is prohibited. (c) Accessory Uses Accessory uses are as follows: (1) Parking lots. (2) Parking structures. Facades that are visible from off-site shall display and integration of building materials, building form, textures, architectural motifs, and building colors with principal building. (3) Public transit stops/shelters. (4) Catering, if accessory to food service, delicatessen or retail bakery. (5) Outdoor seating, public address (PA) systems are prohibited. (6) No outdoor uses or storage allowed. (7) Solar panels. Roof or building mounted solar systems shall not exceed the maximum allowed height in PUD 13. (8) In vehicle sales is prohibited. (d) Special Performance Standards (1) All general zoning requirements not specifically addressed in this ordinance shall be met, including but not limited to: outdoor lighting, architectural design, landscaping, parking and screening requirements. (2) Each commercial, civic or institutional tenant space on the ground floor shall have a direct and primary access to and from the Excelsior Boulevard (south) building façade and the access shall remain open during business hours. (3) All trash, garbage, waste materials, trash containers, and recycling containers shall be kept in the manner required by this Code. All trash handling and loading areas shall be screened from view within a waste enclosure. (4) Signage shall be allowed in conformance with the C-2 General Commercial Zoning District and shall comply with the following: a. Pylon signs shall be prohibited. (5) Façade. a. Composite wooden paneling a minimum of ten (10) millimeters thick shall be considered a Class I Material. b. The following façade design guidelines shall be applicable to all ground floor non-residential street-facing facades: i. Minimum ground floor transparency shall be 70% at the pedestrian level. ii. No more than 10% of total window and door area shall be glass block, mirrored, spandrel, frosted or other opaque glass, finishes or material Planning Commission Meeting of May 2, 2018 Page 20 Subject: Bridgewater Bank Corporate Headquarters including window painting and signs. The remaining 90% of window and door area shall be clear or slightly tinted glass, allowing views into and out of the interior. iii. Active permitted uses, not including storage areas or utility closets, shall be maintained for a minimum depth of 15 feet. iv. Visibility into the space shall be maintained for a minimum depth of ten feet. This requirement shall not prohibit the display of merchandise. (6) Awnings. a. Awnings shall be constructed of heavy canvas fabric, metal and/or glass. Plastic and vinyl awnings are prohibited. b. Backlit awnings are prohibited. Sec. 4. The contents of Planning Case File 18-08-PUD are hereby entered into and made part of the public hearing record and the record of decision for this case. Sec. 5. This Ordinance shall take effect fifteen days after its publication. Public Hearing May 2, 2018 First Reading May 21, 2018 Second Reading June 4, 2018 Date of Publication Date Ordinance takes effect Reviewed for Administration Adopted by the City Council _________, 2018 Thomas K. 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SUITE 200ST. LOUIS PARK, MN 55416CivilSiteGroup.comMatt Pavek Pat Sarver763-213-3944 952-250-2003COPYRIGHT 2015 CIVIL SITE GROUP INC.cISSUE/SUBMITTAL SUMMARYDATE DESCRIPTION BRIDGEWATER BANK CORPORATE CENTER 4400 EXCELSIOR BLVD, ST. LOUIS PARK, MN 55416 333 N WASHINGTON AVE #210, MINNEAPOLIS, MN 55401 DJR ARCHITECTURE INC. PROJECT . .PROJECT NUMBER: 17122DJRARCHITECTURE, INC333 Washington Ave N, Suite 210Minneapolis, Minnesota 55401612.676.2700 www.djr-inc.com44263Matthew R. PavekLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.04/25/18. .. .. .. .. .. .. .. .. .04/25/18 CITY RESUBMITTAL, FINAL FORMAT03/19/18 CITY SUBMITTAL04/11/18 CITY RESUBMITTALREVISION SUMMARYDATEDESCRIPTIONC0.0TITLE SHEET. .. .. .. .. .. .BRIDGEWATER BANKCORPORATE CENTERST LOUIS PARK, MINNESOTASITE LOCATIONSITE LOCATION MAPNISSUED FOR: CITY SUBMITTALMASTER LEGEND:EX. 1' CONTOUR ELEVATION INTERVALCURB AND GUTTER (T.O = TIP OUT)SPOT GRADE ELEVATION (GUTTER/FLOW LINEUNLESS OTHERWISE NOTED)SPOT GRADE ELEVATION TOP OF CURB (GUTTER TOP)SPOT GRADE ELEVATION TOP OF WALLSOIL BORING LOCATIONSPOT GRADE ELEVATION BOTTOM OF WALLEMERGENCY OVERFLOWPROPOSED MANHOLE STORMPROPOSED GATE VALVEPROPOSED SANITARY SEWERPROPOSED STORM SEWERPROPOSED WATER MAINPROPOSED FIRE HYDRANTEXISTING LIGHTEXISTING GAS METEREXISTING MANHOLEEXISTING CATCH BASINEXISTING GATE VALVEEXISTING HYDRANTEXISTING GAS VALVEEXISTING ELECTRIC BOXEXISTING STOPBOXPROPOSED MANHOLE SANITARYPROPOSED CATCH BASIN OR CATCH BASIN MANHOLE STORMDYHPROPOSED SIGNEXISTING SPOT GRADE ELEVATIONINLET PROTECTIONSTABILIZED CONSTRUCTION ENTRANCEDRAINAGE ARROWGOPHER STATE ONE CALLWWW.GOPHERSTATEONECALL.ORG(800) 252-1166 TOLL FREE(651) 454-0002 LOCALEOF=1135.52SB-1TOPROPOSED LIGHTEXISTING SANITARY SEWEREXISTING STORM SEWEREXISTING WATER MAINEXISTING GAS MAINEXISTING UNDERGROUND ELECTRICEXISTING UNDERGROUND CABLE1.0' CONTOUR ELEVATION INTERVALSILT FENCE / BIOROLL - GRADING LIMITDEVELOPER / PROPERTY OWNER:BRIDGEWATER BANK4400 EXCELSIOR BLVDST. LOUIS PARK, MN 55416(952)-283-3737ENGINEER / LANDSCAPE ARCHITECT:CIVIL SITE GROUP4931 W 35TH STREETSUITE 200ST. LOUIS PARK, MN 55416(612)-615-0060SURVEYOR:GEOTECHNICAL ENGINEER:SUNDE LAND SURVEYING9001 E BLOOMINGTON FWY #118BLOOMINGTON, MN 55420(952)-881-2455NORTHERN TECHNOLOGIES INC.6588 141ST AVE NWRAMSEY, MN 55303(763)-433-9175ARCHITECT:DJR ARCHITECTURE INC.333 N WASHINGTON AVE #210MINNEAPOLIS, MN 55401(612)-676-2700PROJECT SCOPENSHEET INDEXSHEET NUMBER SHEET TITLEC0.0 TITLE SHEETSITE SURVEYV1.0UTILITY PLANC4.0SWPPP - EXISTING CONDITIONSSW1.0GRADING PLANC3.0C5.0C5.1DETAILSSWPPP - PROPOSED CONDITIONSSW1.1SWPPP - DETAILSSW1.2C2.0 SITE PLANSWPPP - NARRATIVESW1.3DETAILSC1.0 REMOVALS PLANSWPPP - ATTACHMENTSSW1.4C2.1 SITE PLAN - NORTHERN DRIVEGRADING PLAN - NORTHERN DRIVEC3.1C2.2 VEHICLE TURNING MOVEMENT PLANC5.2 DETAILSC2.3RIGHT OF WAY DEDICATION EXHIBITFINAL PLAT - PAGE 1V1.1FINAL PLAT - PAGE 2V1.2C5.3 DETAILSSWPPP - ATTACHMENTSSW1.5 REVISION SUMMARYDATEDESCRIPTIONV1.0SITE SURVEY. .. .. .. .. .. . REVISION SUMMARYDATEDESCRIPTIONV1.1FINAL PLAT- PAGE 1. .. .. .. .. .. . REVISION SUMMARYDATEDESCRIPTIONV1.2FINAL PLAT- PAGE 2. .. .. .. .. .. . CONSTRUCTION LIMITS, TYP.CONSTRUCTION LIMITS, TYP.CONSTRUCTION LIMITS, TYP.CONSTRUCTION LIMITS, TYP.CONSTRUCTION LIMITS, TYP.REMOVE EX BUILDING, STRUCTURES,FOUNDATIONS, FOOTINGS & BASEMATERIALS, PER LOCAL STATE & FEDERALSTANDARDS. REMOVE/DISCONNECT ALLSERVICES & UTILITIES PER UTILITYCOMPANY AND/OR L.G.U. STANDARDSREMOVE EXISTINGCURB ANDGUTTER, TYP.REMOVE EXISTINGPAVEMENT AND BASEMATERIAL ANDPARKING SIGNS, TYP.ALL UNUSED EXISTING SANITARY SERVICES WITHIN THEPROPOSED LIMITS SHALL BE DISCONNECTED AT THE CITYMAIN PER CITY OF ST LOUIS PARK STANDARDS, ANDBUILDING DEPARTMENT REQUIREMENTSREMOVE EXISTINGCURB ANDGUTTER, TYP.REMOVE EXISTING TREEAND ROOT BALL, TYP.EXISTING TREES TOREMAIN, PROVIDETREE PROTECTIONFENCING, TYP.EXISTING POWER POLE ANDPOWER LINES TO BERELOCATED, COORDINATEWITH UTILITY COMPANY, TYP.REMOVE EXISTINGCONCRETE WALL ANDFOOTINGREMOVE EXISTING TREEAND ROOT BALL, TYP.EXISTING PAVINGTO REMAIN,PROTECT FROMDAMAGE.EXISTINGBUILDING TOREMAIN, PROTECTFROM DAMAGE.EXISTING TREES TOREMAIN, PROVIDETREE PROTECTIONFENCING, TYP.EXISTING LIGHT POLE TO REMAIN.PROTECT THROUGHOUTCONSTRUCTION. REPLACE IN KINDAND LOCATION IF DAMAGED.EXISTING TRAFFIC POLE TOREMAIN, PROTECT THROUGHOUTCONSTRUCTION. REPLACE IN KINDAND LOCATION IF DAMAGED.EXISTING LIGHT POLE TO REMAIN.PROTECT THROUGHOUTCONSTRUCTION. REPLACE IN KINDAND LOCATION IF DAMAGED.REMOVE BITUMINOUS PAVEMENT AND BASEMATERIAL UP TO PROPERTY LINE.REMOVE EXISTINGCURB ANDGUTTER, TYP.REMOVE/ RELOCATE EXISTINGOVERHEAD WIRES. COORD. W/UTILITY COMPANY AND CITY ASNEEDED.REMOVE EXISTINGPVMT. STRIPINGREMOVEEXISTING C&GREMOVE EXISTINGPVMT. AND BASEMATERIALEXISTING LIGHT POLE TO REMAIN.PROTECT THROUGHOUTCONSTRUCTION. REPLACE IN KINDAND LOCATION IF DAMAGED.REMOVE EXISTINGPVMT. STRIPINGREMOVE UNDERGROUNDGARAGE. COORD. W/STRUCTURAL & ARCH.CONTRACTOR TO FIELD VERIFY ALL SMALLUTILITIES PRIOR TO CONSTRUCTION.COORDINATE W/ MECH'LCAP AND DISCONNECT EXISTINGWATER SERVICE AT THE CITY MAINPER CITY OF ST LOUIS PARKSTANDARDS, AND BUILDINGDEPARTMENT REQUIREMENTS.REMOVE EXISTINGPAVEMENT AND BASEMATERIAL ANDPARKING SIGNS, TYP.REMOVE EXISTINGPAVEMENT AND BASEMATERIAL ANDPARKING SIGNS, TYP.BOLLARDS TO BE REMOVED,PROTECTED FROM DAMAGE, ANDSALVAGED. SALVAGED BOLLARDSTO BE DELIVERED TO THE MSCSIDEWALK ON MONTEREY AND EXCELSIOR TOREMAIN OPEN DURING DEMOLITION ANDCONSTRUCTIONSIDEWALK ON MONTEREY AND EXCELSIOR TOREMAIN OPEN DURING DEMOLITION ANDCONSTRUCTIONREMOVAL NOTES:1.SEE STORM WATER POLLUTION PREVENTION PLAN (SWPPP) PLAN FOR CONSTRUCTION STORM WATERMANAGEMENT PLAN.2.REMOVAL OF MATERIALS NOTED ON THE DRAWINGS SHALL BE IN ACCORDANCE WITH MNDOT, STATE ANDLOCAL REGULATIONS.3.REMOVAL OF PRIVATE UTILITIES SHALL BE COORDINATED WITH UTILITY OWNER PRIOR TO CONSTRUCTIONACTIVITIES.4.EXISTING PAVEMENTS SHALL BE SAWCUT IN LOCATIONS AS SHOWN ON THE DRAWINGS OR THE NEARESTJOINT FOR PROPOSED PAVEMENT CONNECTIONS.5.REMOVED MATERIALS SHALL BE DISPOSED OF TO A LEGAL OFF-SITE LOCATION AND IN ACCORDANCE WITHSTATE AND LOCAL REGULATIONS.6.ABANDON, REMOVAL, CONNECTION, AND PROTECTION NOTES SHOWN ON THE DRAWINGS AREAPPROXIMATE. COORDINATE WITH PROPOSED PLANS.7.EXISTING ON-SITE FEATURES NOT NOTED FOR REMOVAL SHALL BE PROTECTED THROUGHOUT THEDURATION OF THE CONTRACT.8.PROPERTY LINES SHALL BE CONSIDERED GENERAL CONSTRUCTION LIMITS UNLESS OTHERWISE NOTED ONTHE DRAWINGS. WORK WITHIN THE GENERAL CONSTRUCTION LIMITS SHALL INCLUDE STAGING,DEMOLITION AND CLEAN-UP OPERATIONS AS WELL AS CONSTRUCTION SHOWN ON THE DRAWINGS.9.MINOR WORK OUTSIDE OF THE GENERAL CONSTRUCTION LIMITS SHALL BE ALLOWED AS SHOWN ON THEPLAN AND PER CITY REQUIREMENTS.10.DAMAGE BEYOND THE PROPERTY LIMITS CAUSED BY CONSTRUCTION ACTIVITY SHALL BE REPAIRED IN AMANNER APPROVED BY THE ENGINEER/LANDSCAPE ARCHITECT OR IN ACCORDANCE WITH THE CITY.11.PROPOSED WORK (BUILDING AND CIVIL) SHALL NOT DISTURB EXISTING UTILITIES UNLESS OTHERWISESHOWN ON THE DRAWINGS AND APPROVED BY THE CITY PRIOR TO CONSTRUCTION.12.SITE SECURITY MAY BE NECESSARY AND PROVIDED IN A MANNER TO PROHIBIT VANDALISM, AND THEFT,DURING AND AFTER NORMAL WORK HOURS, THROUGHOUT THE DURATION OF THE CONTRACT. SECURITYMATERIALS SHALL BE IN ACCORDANCE WITH THE CITY.13.VEHICULAR ACCESS TO THE SITE SHALL BE MAINTAINED FOR DELIVERY AND INSPECTION ACCESS DURINGNORMAL OPERATING HOURS. AT NO POINT THROUGHOUT THE DURATION OF THE CONTRACT SHALLCIRCULATION OF ADJACENT STREETS BE BLOCKED WITHOUT APPROVAL BY THE CITY PRIOR TOCONSTRUCTION ACTIVITIES.14.ALL TRAFFIC CONTROLS SHALL BE PROVIDED AND ESTABLISHED PER THE REQUIREMENTS OF THEMINNESOTA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MMUTCD) AND THE CITY. THIS SHALLINCLUDE, BUT NOT BE LIMITED TO, SIGNAGE, BARRICADES, FLASHERS, AND FLAGGERS AS NEEDED. ALLPUBLIC STREETS SHALL REMAIN OPEN TO TRAFFIC AT ALL TIMES. NO ROAD CLOSURES SHALL BEPERMITTED WITHOUT APPROVAL BY THE CITY.15.SHORING FOR BUILDING EXCAVATION MAY BE USED AT THE DISCRETION OF THE CONTRACTOR AND ASAPPROVED BY THE OWNERS REPRESENTATIVE AND THE CITY PRIOR TO CONSTRUCTION ACTIVITIES.16.STAGING, DEMOLITION, AND CLEAN-UP AREAS SHALL BE WITHIN THE PROPERTY LIMITS AS SHOWN ON THEDRAWINGS AND MAINTAINED IN A MANNER AS REQUIRED BY THE CITY.CITY OF ST LOUIS PARK REMOVAL NOTES:1.PRIOR TO THE ISSUANCE OF DEMO PERMIT, ALL SEWER AND WATER SERVICES WILL NEED TO BEDISCONNECTED AT THE MAIN.2.ALL ABANDONED SERVICES SHALL BE DISCONNECTED AT THE MAIN WITH APPROVED CAP AND SHUT OFF.THIS MUST BE DONE IN THE PRESENCE OF A CITY INSPECTOR.REMOVALS LEGEND:TREE PROTECTIONREMOVAL OF PAVEMENT AND ALL BASE MATERIAL,INCLUDING BIT., CONC., AND GRAVEL PVMTS.REMOVAL OF STRUCTURE INCLUDING ALLFOOTINGS AND FOUNDATIONS.SEE SWPPP ON SHEETS SW1.0-SW1.5EROSION CONTROL NOTES:TREE REMOVAL - INCLUDING ROOTS AND STUMPS4931 W. 35TH ST. SUITE 200ST. LOUIS PARK, MN 55416CivilSiteGroup.comMatt Pavek Pat Sarver763-213-3944 952-250-2003COPYRIGHT 2015 CIVIL SITE GROUP INC.cISSUE/SUBMITTAL SUMMARYDATE DESCRIPTION BRIDGEWATER BANK CORPORATE CENTER 4400 EXCELSIOR BLVD, ST. LOUIS PARK, MN 55416 333 N WASHINGTON AVE #210, MINNEAPOLIS, MN 55401 DJR ARCHITECTURE INC. PROJECT . .PROJECT NUMBER: 17122DJRARCHITECTURE, INC333 Washington Ave N, Suite 210Minneapolis, Minnesota 55401612.676.2700 www.djr-inc.com44263Matthew R. PavekLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.04/25/18. .. .. .. .. .. .. .. .. .04/25/18 CITY RESUBMITTAL, FINAL FORMAT03/19/18 CITY SUBMITTAL04/11/18 CITY RESUBMITTAL01" = 20'-0"20'-0"10'-0"NREVISION SUMMARYDATEDESCRIPTIONC1.0REMOVALS PLAN. .. .. .. .. .. .GOPHER STATE ONE CALLWWW.GOPHERSTATEONECALL.ORG(800) 252-1166 TOLL FREE(651) 454-0002 LOCALEX. 1' CONTOUR ELEVATION INTERVALREMOVE CURB AND GUTTER. IF IN RIGHT-OF-WAY,COORDINATE WITH LOCAL GOVERNING UNIT. UPDNUPDNUPUPDNDNN0, 0 , 0 s t a r t p r o j e c t h e r e BANK103FUTURETENANT101101E101D101C101B101A100A100B100C105A105B152104101F101G101H102A102BLOBBY100VESTIBULE102STAIR C152FIRE/SPRINKLERCONTROL104VESTIBULE105STAIR A150ELEV 1160ELEVLOBBY 1161STAIR B151ELEV 2162ELEV 3163ELEVLOBBY 2164150A150BP100P200AP203BTRASH /BIKE STORAGE(14)P202BP200BCONC. WALK, TYP.CONC. WALK, TYP.CONC. WALK, TYP.CONC. WALK,TYP.B6-12 C&G, TYP.B6-12 C&G, TYP.B6-12 C&G, TYP.B6-12 C&G, TYP.CONC. PVMT, TYP.BIT PVMT, TYP.CONC. PVMT, TYP.CONC. PVMT, TYP.PMVT.STRIPING, TYP.RETAINING WALL W/ GUARDRAILFENCING, SEE DETAIL, TYP.EXISTING PVMT.RESTRIPE AS SHOWN.VALLEY GUTTER, TYP.MATCH EX SIDEWALK CONC.TYP.MATCH EX SIDEWALKCONC. TYP.MATCH EXC&G. TYP.MATCH EXC&G. TYP.MATCH EXC&G. TYP.CONSTRUCTION LIMITS, TYP.CONSTRUCTION LIMITS, TYP.CONSTRUCTION LIMITS, TYP.CONSTRUCTION LIMITS, TYP.3' CURB TAPER3' CURB TAPERMATCH EX. C&G, TYP.EXISTING BITPVMT, TYP.RESTRIPE PMVT.AS SHOWNB6-12 C&G, TYP.B6-12 C&G, TYP.PROPOSED BIT PVMT UPTO PROPERTY LINEPED RAMP PER ADA ANDCITY OF ST LOUIS PARKSTANDARDS, SEE DETAILS6 SPACES @ 8.5' = 51.0' 6 SPACES @ 8.5' = 51.0' 7 SPACES @ 8.5' = 59.5' 12 SPACES @ 8.5' = 102.0'5 PARALLEL STALLS @ 23 ' = 115 .0 '10 STALLS @ 8.5' = 85.0'3 STALLS@ 8.0' =24.0'7 STALLS @ 8.5' = 59.5'9 STALLS @ 8.5' = 76.5'5 STALLS @ 8.5' = 42.5'7 STALLS @ 8.5' = 59.5'R201.8'R226.9'37.6'PROP.25.0'PROP.27.5' PROP.6.3'PROP.R10.0'R10.0'R20.0'R3 . 0 'R5.0'R8.0'R3.0'R3.0'R3.0'R6. 0 'R6.0'R3 . 0 ' R3. 1 'R3.0'R3.0'R 8 . 0 ' R44.0 ' R8.0'R5.0'R5.0'R8.0'R10.0'R10.0'R1 0 . 0 ' R 3 . 0 'R3.0'R20.0'R30.0'R3 . 0 '13.6'24.1'106.5'21.0'43.4'45.5 '12.0'12.0'113.7'13.2'31.2'124.6'15.4'34.7'4.0'14.9'CONSTRUCTION LIMITS, TYP.12.3'12.7'65.6 'R3.0'R3.0'SEE LANDSCAPE PLAN FOR ALLPAVEMENT SCORING AND STRIPINGPATTERNS, AND PLANTINGS.EXISTING STREETPARKING TO REMAINBITUMINOUSPVMT, TYP.CONC.PVMT, TYP.BITUMINOUSPVMT, TYP.BITUMINOUSPVMT, TYP.RETAINING WALL W/ GUARDRAILFENCING, SEE DETAIL, TYP.ALL STRUCTURAL (BUILDING)WALLS TO BE DESIGNED ANDMATERIALS TO BE CHOSEN BYARCHITECTURAL ANDSTRUCTURAL.RETAINING WALL W/ GUARDRAILFENCING, SEE DETAIL, TYP.FUTURE CURB LINE. TO BECOMPLETED BY CITYFUTURE CURB LINE. TO BECOMPLETED BY CITYFUTURE CURB LINE. TO BECOMPLETED BY CITYFUTURE CURB LINE. TO BECOMPLETED BY CITY6.1'PROP.4' DRAINAGE ANDUTILITY EASEMENT4' DRAINAGE ANDUTILITY EASEMENT4' DRAINAGE ANDUTILITY EASEMENTSPECIALTY PAVEMENT ONPATIO SEATING AREA. SEELANDSCAPE PLAN FORSCORING PATTERN ANDDETAILSRETAINING WALL W/ GUARDRAILFENCING, SEE DETAIL, TYP.ALL STRUCTURAL (BUILDING)WALLS TO BE DESIGNED ANDMATERIALS TO BE CHOSEN BYARCHITECTURAL ANDSTRUCTURAL.RETAINING WALL W/ GUARDRAILFENCING, SEE DETAIL, TYP.ALL STRUCTURAL (BUILDING)WALLS TO BE DESIGNED ANDMATERIALS TO BE CHOSEN BYARCHITECTURAL ANDSTRUCTURAL."NO LEFT TURN"SIGNAGEAPS PEDESTRIAN PUSHBUTTONFOR CROSS-WALK . SEEDETAILS2 8 . 7 '44.0'13.3'11.5'30.0'6.0'41.2 '30.0'39.5 '105.9 '25.9 '5.0 '13.2 '30.0'30.0'13.2 ' 1 0 . 5 '25.0'1 0 . 5 ' 1 3 . 6 '9.0'4 6 . 5 '10.7'66.6 '47.3'4' DRAINAGE ANDUTILITY EASEMENT20.2'95.3'63.5'24.5'41.8'1 1 . 2 '45.0'PED RAMP PER ADA AND CITYSTANDARDS. SEE DETAILS18 . 2 ' 6. 0 ' 18 . 6 ' 6. 0 ' 24 . 0 ' 6. 0 ' 24 . 0 ' 6. 0 ' 30 . 7 '6.3'7.0'6.2'6.3'6.8'94. 9 '24.0'TYP.24.0'TYP.24.0'TYP.27.1' PROP.65.3'29.2'6.0'6.0'11.5'5 . 0 'RETAINING WALLSEE LANDSCAPEPLAN FOR DETAILS9' CURB TAPERSEE ARCH FOR ALL LOADINGDOCK AND UNDERGROUNDPARKING DETAILS18.0'TYP.R54.0'9. 4 '10' DRAINAGE ANDUTILITY EASEMENTSIDEWALK ANDTRAIL EASEMENTSIDEWALK ANDTRAIL EASEMENTSIDEWALK ANDTRAIL EASEMENTSIDEWALK ON MONTEREY ANDEXCELSIOR TO REMAIN OPEN DURINGDEMOLITION AND CONSTRUCTIONSIDEWALK ON MONTEREY ANDEXCELSIOR TO REMAIN OPEN DURINGDEMOLITION AND CONSTRUCTIONSIDEWALK ON MONTEREY ANDEXCELSIOR TO REMAIN OPEN DURINGDEMOLITION AND CONSTRUCTION3' CURB CUT.7.9'PROP.28. 5 ' PR O P .1.CONTRACTOR SHALL VERIFY LOCATIONS AND LAYOUT OF ALL SITE ELEMENTS PRIOR TO BEGINNING CONSTRUCTION, INCLUDING BUT NOT LIMITEDTO, LOCATIONS OF EXISTING AND PROPOSED PROPERTY LINES, EASEMENTS, SETBACKS, UTILITIES, BUILDINGS AND PAVEMENTS. CONTRACTOR ISRESPONSIBLE FOR FINAL LOCATIONS OF ALL ELEMENTS FOR THE SITE. ANY REVISIONS REQUIRED AFTER COMMENCEMENT OF CONSTRUCTION, DUETO LOCATIONAL ADJUSTMENTS SHALL BE CORRECTED AT NO ADDITIONAL COST TO OWNER. ADJUSTMENTS TO THE LAYOUT SHALL BE APPROVED BYTHE ENGINEER/LANDSCAPE ARCHITECT PRIOR TO INSTALLATION OF MATERIALS. STAKE LAYOUT FOR APPROVAL.2.THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS PRIOR TO CONSTRUCTION, INCLUDING A RIGHT-OF-WAY AND STREET OPENING PERMIT.3.THE CONTRACTOR SHALL VERIFY RECOMMENDATIONS NOTED IN THE GEO TECHNICAL REPORT PRIOR TO INSTALLATION OF SITE IMPROVEMENTMATERIALS.4.CONTRACTOR SHALL FIELD VERIFY COORDINATES AND LOCATION DIMENSIONS OF THE BUILDING AND STAKE FOR REVIEW AND APPROVAL BY THEOWNERS REPRESENTATIVE PRIOR TO INSTALLATION OF FOOTING MATERIALS.5.LOCATIONS OF STRUCTURES, ROADWAY PAVEMENTS, CURBS AND GUTTERS, BOLLARDS, AND WALKS ARE APPROXIMATE AND SHALL BE STAKED INTHE FIELD, PRIOR TO INSTALLATION, FOR REVIEW AND APPROVAL BY THE ENGINEER/LANDSCAPE ARCHITECT.6.CURB DIMENSIONS SHOWN ARE TO FACE OF CURB. BUILDING DIMENSIONS ARE TO FACE OF CONCRETE FOUNDATION. LOCATION OF BUILDING IS TOBUILDING FOUNDATION AND SHALL BE AS SHOWN ON THE DRAWINGS.7.THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS OR SAMPLES AS SPECIFIED FOR REVIEW AND APPROVAL BY THE ENGINEER/LANDSCAPEARCHITECT PRIOR TO FABRICATION FOR ALL PREFABRICATED SITE IMPROVEMENT MATERIALS SUCH AS, BUT NOT LIMITED TO THE FOLLOWING,FURNISHINGS, PAVEMENTS, WALLS, RAILINGS, BENCHES, FLAGPOLES, LANDING PADS FOR CURB RAMPS, AND LIGHT AND POLES. THE OWNERRESERVES THE RIGHT TO REJECT INSTALLED MATERIALS NOT PREVIOUSLY APPROVED.8.PEDESTRIAN CURB RAMPS SHALL BE CONSTRUCTED WITH TRUNCATED DOME LANDING AREAS IN ACCORDANCE WITH A.D.A. REQUIREMENTS-SEEDETAIL.9.CROSSWALK STRIPING SHALL BE 24" WIDE WHITE PAINTED LINE, SPACED 48" ON CENTER PERPENDICULAR TO THE FLOW OF TRAFFIC. WIDTH OFCROSSWALK SHALL BE 5' WIDE. ALL OTHER PAVEMENT MARKINGS SHALL BE WHITE IN COLOR UNLESS OTHERWISE NOTED OR REQUIRED BY ADA ORLOCAL GOVERNING BODIES.10.SEE SITE PLAN FOR CURB AND GUTTER TYPE. TAPER BETWEEN CURB TYPES-SEE DETAIL.11.ALL CURB RADII ARE MINIMUM 3' UNLESS OTHERWISE NOTED.12.CONTRACTOR SHALL REFER TO FINAL PLAT FOR LOT BOUNDARIES, NUMBERS, AREAS AND DIMENSIONS PRIOR TO SITE IMPROVEMENTS.13.FIELD VERIFY ALL EXISTING SITE CONDITIONS, DIMENSIONS.14.PARKING IS TO BE SET PARALLEL OR PERPENDICULAR TO EXISTING BUILDING UNLESS NOTED OTHERWISE.15.ALL PARKING LOT PAINT STRIPPING TO BE WHITE, 4" WIDE TYP.16.BITUMINOUS PAVING TO BE "LIGHT DUTY" UNLESS OTHERWISE NOTED. SEE DETAIL SHEETS FOR PAVEMENT SECTIONS.17.ALL TREES THAT ARE TO REMAIN ARE TO BE PROTECTED FROM DAMAGE WITH A CONSTRUCTION FENCE AT THE DRIP LINE. SEE LANDSCAPEDOCUMENTS.SITE LAYOUT NOTES:SITE PLAN LEGEND:TRAFFIC DIRECTIONAL ARROW PAVEMENT MARKINGSCITY OF ST LOUIS PARK SITE SPECIFIC NOTES:SIGN AND POST ASSEMBLY. SHOP DRAWINGS REQUIRED.HC = ACCESSIBLE SIGNNP = NO PARKING FIRE LANEST = STOPCP = COMPACT CAR PARKING ONLY4931 W. 35TH ST. SUITE 200ST. LOUIS PARK, MN 55416CivilSiteGroup.comMatt Pavek Pat Sarver763-213-3944 952-250-2003COPYRIGHT 2015 CIVIL SITE GROUP INC.cISSUE/SUBMITTAL SUMMARYDATE DESCRIPTION BRIDGEWATER BANK CORPORATE CENTER 4400 EXCELSIOR BLVD, ST. LOUIS PARK, MN 55416 333 N WASHINGTON AVE #210, MINNEAPOLIS, MN 55401 DJR ARCHITECTURE INC. PROJECT . .PROJECT NUMBER: 17122DJRARCHITECTURE, INC333 Washington Ave N, Suite 210Minneapolis, Minnesota 55401612.676.2700 www.djr-inc.com44263Matthew R. PavekLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.04/25/18. .. .. .. .. .. .. .. .. .04/25/18 CITY RESUBMITTAL, FINAL FORMAT03/19/18 CITY SUBMITTAL04/11/18 CITY RESUBMITTAL01" = 20'-0"20'-0"10'-0"NREVISION SUMMARYDATEDESCRIPTIONC2.0SITE PLAN. .. .. .. .. .. .SITE AREA TABLE:1.A PERMIT IS REQUIRED FOR ALL UTILITY WORK IN THE RIGHT OF WAY. CONTACT KAREN WALL AT (952.924.2548) TO OBTAIN A RIGHT OF WAYPERMIT.GOPHER STATE ONE CALLWWW.GOPHERSTATEONECALL.ORG(800) 252-1166 TOLL FREE(651) 454-0002 LOCALCONCRETE PAVEMENT AS SPECIFIED (PAD OR WALK)SEE GEOTECHNICAL REPORT FOR AGGREGATE BASE& CONCRETE DEPTHS, SEE DETAIL.PROPERTY LINECURB AND GUTTER-SEE NOTES (T.O.) TIP OUTGUTTER WHERE APPLICABLE-SEE PLANLIGHT DUTY BITUMINOUS PAVEMENT. SEEGEOTECHNICAL REPORT FOR AGGREGATE BASE &WEAR COURSE DEPTH, SEE DEATIL.CONSTRUCTION LIMITSTOHENNEPIN COUNTY NOTES:1.ALL CONSTRUCTION WITHIN COUNTY RIGHT OF WAY REQUIRES AN APPROVED HENNEPIN COUNTY PERMIT PRIOR TO BEINNING CONSTRUCTION.THIS INCLUDES, BUT IS NOT LIMITED TO, DRIVEWAY AND STREET ACCESS, DRAINAGE AND UTILITY CONSTRUCTION, TRAIL DEVELOPMENT, ANDLANDSCAPING. PERMIT QUESTIONS CAN BE DIRECTED TO MICHAEL OLMSTEAD AT (612)-596-0336 , MICHAEL.OLMSTEAD@HENNEPIN.US P200AP203BTRASH /BIKE STORAGE(14)P202BP200BB6-12 C&G, TYP.CONC. PVMT, TYP.CONSTRUCTION LIMITS, TYP.MATCH EX. C&G, TYP.EXISTING BITPVMT, TYP.RESTRIPE PMVT.AS SHOWNB6-12 C&G, TYP.B6-12 C&G, TYP.B6-12 C&G,TYP.PMVT.STRIPING, TYP.RETAINING WALL, TYP.PROPOSED BIT PVMT UPTO PROPERTY LINE6 SPACES @ 8.5' = 51.0' 6 SPACES @ 8.5' = 51.0' 7 SPACES @ 8.5' = 59.5' 12 SPACES @ 8.5' = 102.0' 7 PARALLEL STALLS @ 23' = 161.0'10 STALLS @ 8.5' = 85.0'9 STALLS @ 8.5' = 76.5'7 STALLS @ 8.5' = 59.5'25.0'PROP.27.5' PROP.6.3'PROP.R3.0'R6. 0 'R6.0'R3 . 0 ' R3. 1 'R3.0'R 3 . 0 'R3.0'R20.0'R30.0'R3 . 0 '13.6'24.1'106.5'21.0'43.4'12.0'12.0'RETAINING WALL W/ GUARDRAILRETAINING WALL W/ GUARDRAILFENCING, SEE DETAIL, TYP.8.5'TYP.22.0'RETAINING WALL W/ GUARDRAILFENCING, SEE DETAIL, TYP.ALL STRUCTURAL (BUILDING)WALLS TO BE DESIGNED ANDMATERIALS TO BE CHOSEN BYARCHITECTURAL ANDSTRUCTURAL.24.0'TYP.24.0'TYP.24.0'TYP.27.1' PROP.SEE ARCH FOR ALL LOADINGDOCK AND UNDERGROUNDPARKING DETAILS18.0'TYP.R54.0'R15.0'R15.0'40.5'3' CURB CUT.PVMT. STRIPING, TYP.3' CURBTAPER4931 W. 35TH ST. SUITE 200ST. LOUIS PARK, MN 55416CivilSiteGroup.comMatt Pavek Pat Sarver763-213-3944 952-250-2003COPYRIGHT 2015 CIVIL SITE GROUP INC.cISSUE/SUBMITTAL SUMMARYDATE DESCRIPTION BRIDGEWATER BANK CORPORATE CENTER 4400 EXCELSIOR BLVD, ST. LOUIS PARK, MN 55416 333 N WASHINGTON AVE #210, MINNEAPOLIS, MN 55401 DJR ARCHITECTURE INC. PROJECT . .PROJECT NUMBER: 17122DJRARCHITECTURE, INC333 Washington Ave N, Suite 210Minneapolis, Minnesota 55401612.676.2700 www.djr-inc.com44263Matthew R. PavekLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.04/25/18. .. .. .. .. .. .. .. .. .04/25/18 CITY RESUBMITTAL, FINAL FORMAT03/19/18 CITY SUBMITTAL04/11/18 CITY RESUBMITTAL01" = 20'-0"20'-0"10'-0"NREVISION SUMMARYDATEDESCRIPTIONC2.1SITE PLAN -NORTHERN DRIVE. .. .. .. .. .. .GOPHER STATE ONE CALLWWW.GOPHERSTATEONECALL.ORG(800) 252-1166 TOLL FREE(651) 454-0002 LOCALSITE PLAN LEGEND:TRAFFIC DIRECTIONAL ARROW PAVEMENT MARKINGSSIGN AND POST ASSEMBLY. SHOP DRAWINGS REQUIRED.HC = ACCESSIBLE SIGNNP = NO PARKING FIRE LANEST = STOPCP = COMPACT CAR PARKING ONLYCONCRETE PAVEMENT AS SPECIFIED (PAD OR WALK)SEE GEOTECHNICAL REPORT FOR AGGREGATE BASE& CONCRETE DEPTHS, SEE DETAIL.PROPERTY LINECURB AND GUTTER-SEE NOTES (T.O.) TIP OUTGUTTER WHERE APPLICABLE-SEE PLANLIGHT DUTY BITUMINOUS PAVEMENT. SEEGEOTECHNICAL REPORT FOR AGGREGATE BASE &WEAR COURSE DEPTH, SEE DEATIL.CONSTRUCTION LIMITSTO UPDNUPDNUPUPDNDNN0, 0 , 0 s t a r t p r o j e c t h e r e BANK103FUTURETENANT101101E101D101C101B101A100A100B100C105A105B152104101F101G101H102A102BLOBBY100VESTIBULE102STAIR C152FIRE/SPRINKLERCONTROL104VESTIBULE105STAIR A150ELEV 1160ELEVLOBBY 1161STAIR B151ELEV 2162ELEV 3163ELEVLOBBY 2164150A150BP100P200AP203BTRASH /BIKE STORAGE(14)P202BP200BCONSTRUCTION LIMITS, TYP.CONSTRUCTION LIMITS, TYP.CONSTRUCTION LIMITS, TYP.CONSTRUCTION LIMITS, TYP.CONSTRUCTION LIMITS, TYP.SB-13SB-8SB-4SB-3SB-7SB-12SB-11SB-9SB-2SB-6SB-171.SEE SITE PLAN FOR HORIZONTAL LAYOUT & GENERAL GRADING NOTES.2.THE CONTRACTOR SHALL COMPLETE THE SITE GRADING CONSTRUCTION (INCLUDING BUT NOT LIMITED TO SITE PREPARATION, SOIL CORRECTION,EXCAVATION, EMBANKMENT, ETC.) IN ACCORDANCE WITH THE REQUIREMENTS OF THE OWNER'S SOILS ENGINEER. ALL SOIL TESTING SHALL BECOMPLETED BY THE OWNER'S SOILS ENGINEER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL REQUIRED SOIL TESTS ANDINSPECTIONS WITH THE SOILS ENGINEER.3.GRADING AND EXCAVATION ACTIVITIES SHALL BE PERFORMED IN ACCORDANCE WITH THE NATIONAL POLLUTION DISCHARGE ELIMINATION SYSTEM(NPDES) PERMIT REQUIREMENTS & PERMIT REQUIREMENTS OF THE CITY.4.PROPOSED SPOT GRADES ARE FLOW-LINE FINISHED GRADE ELEVATIONS, UNLESS OTHERWISE NOTED.5.GRADES OF WALKS SHALL BE INSTALLED WITH 5% MAX. LONGITUDINAL SLOPE AND 1% MIN. AND 2% MAX. CROSS SLOPE, UNLESS OTHERWISENOTED.6.PROPOSED SLOPES SHALL NOT EXCEED 3:1 UNLESS INDICATED OTHERWISE ON THE DRAWINGS. MAXIMUM SLOPES IN MAINTAINED AREAS IS 4:17.PROPOSED RETAINING WALLS, FREESTANDING WALLS, OR COMBINATION OF WALL TYPES GREATER THAN 4' IN HEIGHT SHALL BE DESIGNED ANDENGINEERED BY A REGISTERED RETAINING WALL ENGINEER. DESIGN DRAWINGS SHALL BE SUBMITTED FOR REVIEW AND APPROVAL PRIOR TOCONSTRUCTION.8.THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTENANCE OF GRADE STAKES THROUGHOUT THE DURATION OF CONSTRUCTION TOESTABLISH PROPER GRADES. THE CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR A FINAL FIELD CHECK OF FINISHED GRADES ACCEPTABLE TOTHE ENGINEER/LANDSCAPE ARCHITECT PRIOR TO TOPSOIL AND SODDING ACTIVITIES.9.IF EXCESS OR SHORTAGE OF SOIL MATERIAL EXISTS, THE CONTRACTOR SHALL TRANSPORT ALL EXCESS SOIL MATERIAL OFF THE SITE TO ANAREA SELECTED BY THE CONTRACTOR, OR IMPORT SUITABLE MATERIAL TO THE SITE.10.EXCAVATE TOPSOIL FROM AREAS TO BE FURTHER EXCAVATED OR REGRADED AND STOCKPILE IN AREAS DESIGNATED ON THE SITE. THECONTRACTOR SHALL SALVAGE ENOUGH TOPSOIL FOR RESPREADING ON THE SITE AS SPECIFIED. EXCESS TOPSOIL SHALL BE PLACED INEMBANKMENT AREAS, OUTSIDE OF BUILDING PADS, ROADWAYS AND PARKING AREAS. THE CONTRACTOR SHALL SUBCUT CUT AREAS, WHERE TURFIS TO BE ESTABLISHED, TO A DEPTH OF 6 INCHES. RESPREAD TOPSOIL IN AREAS WHERE TURF IS TO BE ESTABLISHED TO A MINIMUM DEPTH OF 6INCHES.11.FINISHED GRADING SHALL BE COMPLETED. THE CONTRACTOR SHALL UNIFORMLY GRADE AREAS WITHIN LIMITS OF GRADING, INCLUDINGADJACENT TRANSITION AREAS. PROVIDE A SMOOTH FINISHED SURFACE WITHIN SPECIFIED TOLERANCES, WITH UNIFORM LEVELS OR SLOPESBETWEEN POINTS WHERE ELEVATIONS ARE SHOWN, OR BETWEEN SUCH POINTS AND EXISTING GRADES. AREAS THAT HAVE BEEN FINISH GRADEDSHALL BE PROTECTED FROM SUBSEQUENT CONSTRUCTION OPERATIONS, TRAFFIC AND EROSION. REPAIR ALL AREAS THAT HAVE BECOMERUTTED BY TRAFFIC OR ERODED BY WATER OR HAS SETTLED BELOW THE CORRECT GRADE. ALL AREAS DISTURBED BY THE CONTRACTOR'SOPERATIONS SHALL BE RESTORED TO EQUAL OR BETTER THAN ORIGINAL CONDITION OR TO THE REQUIREMENTS OF THE NEW WORK.12.PRIOR TO PLACEMENT OF THE AGGREGATE BASE, A TEST ROLL WILL BE REQUIRED ON THE STREET AND/OR PARKING AREA SUBGRADE. THECONTRACTOR SHALL PROVIDE A LOADED TANDEM AXLE TRUCK WITH A GROSS WEIGHT OF 25 TONS. THE TEST ROLLING SHALL BE AT THEDIRECTION OF THE SOILS ENGINEER AND SHALL BE COMPLETED IN AREAS AS DIRECTED BY THE SOILS ENGINEER. THE SOILS ENGINEER SHALLDETERMINE WHICH SECTIONS OF THE STREET OR PARKING AREA ARE UNSTABLE. CORRECTION OF THE SUBGRADE SOILS SHALL BE COMPLETEDIN ACCORDANCE WITH THE REQUIREMENTS OF THE SOILS ENGINEER. NO TEST ROLL SHALL OCCUR WITHIN 10' OF ANY UNDERGROUND STORMRETENTION/DETENTION SYSTEMS.13. TOLERANCES13.1.THE BUILDING SUBGRADE FINISHED SURFACE ELEVATION SHALL NOT VARY BY MORE THAN 0.30 FOOT ABOVE, OR 0.30 FOOT BELOW, THEPRESCRIBED ELEVATION AT ANY POINT WHERE MEASUREMENT IS MADE.13.2.THE STREET OR PARKING AREA SUBGRADE FINISHED SURFACE ELEVATION SHALL NOT VARY BY MORE THAN 0.05 FOOT ABOVE, OR 0.10 FOOTBELOW, THE PRESCRIBED ELEVATION OF ANY POINT WHERE MEASUREMENT IS MADE.13.3.AREAS WHICH ARE TO RECEIVE TOPSOIL SHALL BE GRADED TO WITHIN 0.30 FOOT ABOVE OR BELOW THE REQUIRED ELEVATION, UNLESSDIRECTED OTHERWISE BY THE ENGINEER.13.4.TOPSOIL SHALL BE GRADED TO PLUS OR MINUS 1/2 INCH OF THE SPECIFIED THICKNESS.14.MAINTENANCE14.1.THE CONTRACTOR SHALL PROTECT NEWLY GRADED AREAS FROM TRAFFIC AND EROSION, AND KEEP AREA FREE OF TRASH AND DEBRIS.14.2.CONTRACTOR SHALL REPAIR AND REESTABLISH GRADES IN SETTLED, ERODED AND RUTTED AREAS TO SPECIFIED TOLERANCES. DURING THECONSTRUCTION, IF REQUIRED, AND DURING THE WARRANTY PERIOD, ERODED AREAS WHERE TURF IS TO BE ESTABLISHED SHALL BERESEEDED AND MULCHED.14.3.WHERE COMPLETED COMPACTED AREAS ARE DISTURBED BY SUBSEQUENT CONSTRUCTION OPERATIONS OR ADVERSE WEATHER,CONTRACTOR SHALL SCARIFY, SURFACE, RESHAPE, AND COMPACT TO REQUIRED DENSITY PRIOR TO FURTHER CONSTRUCTION.GENERAL GRADING NOTES:1.0' CONTOUR ELEVATION INTERVALGRADING PLAN LEGEND:SPOT GRADE ELEVATION GUTTERSPOT GRADE ELEVATION TOP OF CURBSPOT GRADE ELEVATION BOTTOM OF STAIRS/TOP OF STAIRSGROUNDWATER INFORMATION:CITY OF ST LOUIS PARK GRADING NOTES:1.RESERVED FOR CITY SPECIFIC GRADING NOTES.SEE SWPPP ON SHEETS SW1.0-SW1.5EROSION CONTROL NOTES:4931 W. 35TH ST. SUITE 200ST. LOUIS PARK, MN 55416CivilSiteGroup.comMatt Pavek Pat Sarver763-213-3944 952-250-2003COPYRIGHT 2015 CIVIL SITE GROUP INC.cISSUE/SUBMITTAL SUMMARYDATE DESCRIPTION BRIDGEWATER BANK CORPORATE CENTER 4400 EXCELSIOR BLVD, ST. LOUIS PARK, MN 55416 333 N WASHINGTON AVE #210, MINNEAPOLIS, MN 55401 DJR ARCHITECTURE INC. PROJECT . .PROJECT NUMBER: 17122DJRARCHITECTURE, INC333 Washington Ave N, Suite 210Minneapolis, Minnesota 55401612.676.2700 www.djr-inc.com44263Matthew R. PavekLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.04/25/18. .. .. .. .. .. .. .. .. .04/25/18 CITY RESUBMITTAL, FINAL FORMAT03/19/18 CITY SUBMITTAL04/11/18 CITY RESUBMITTAL01" = 20'-0"20'-0"10'-0"NREVISION SUMMARYDATEDESCRIPTIONC3.0GRADING PLAN. .. .. .. .. .. .GOPHER STATE ONE CALLWWW.GOPHERSTATEONECALL.ORG(800) 252-1166 TOLL FREE(651) 454-0002 LOCALEX. 1' CONTOUR ELEVATION INTERVALSPOT GRADE ELEVATION (GUTTER/FLOW LINEUNLESS OTHERWISE NOTED)CURB AND GUTTER (T.O = TIP OUT)EMERGENCY OVERFLOWEOF=1135.52TOPER GEOTECHNICAL REPORT BY NORTHERN TECHNOLOGIES, INC., DATED 07/01/15GROUNDWATER WAS OBSERVED AT ELEVATIONS RANGING FROM 861.75 TO 871.00THE BORINGS & GROUNDWATER ARE AS FOLLOWS:SB-2871.00SB-3867.50SB-4870.00SB-6871.00SB-7870.00SB-8870.00SB-9862.50SB-11871.00SB-12871.00SB-13-SB-17- P200AP203BTRASH /BIKE STORAGE(14)P202BP200BCONSTRUCTION LIMITS, TYP.1.0' CONTOUR ELEVATION INTERVALGRADING PLAN LEGEND:SPOT GRADE ELEVATION GUTTERSPOT GRADE ELEVATION TOP OF CURBSPOT GRADE ELEVATION BOTTOM OF STAIRS/TOP OF STAIRS4931 W. 35TH ST. SUITE 200ST. LOUIS PARK, MN 55416CivilSiteGroup.comMatt Pavek Pat Sarver763-213-3944 952-250-2003COPYRIGHT 2015 CIVIL SITE GROUP INC.cISSUE/SUBMITTAL SUMMARYDATE DESCRIPTION BRIDGEWATER BANK CORPORATE CENTER 4400 EXCELSIOR BLVD, ST. LOUIS PARK, MN 55416 333 N WASHINGTON AVE #210, MINNEAPOLIS, MN 55401 DJR ARCHITECTURE INC. PROJECT . .PROJECT NUMBER: 17122DJRARCHITECTURE, INC333 Washington Ave N, Suite 210Minneapolis, Minnesota 55401612.676.2700 www.djr-inc.com44263Matthew R. PavekLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.04/25/18. .. .. .. .. .. .. .. .. .04/25/18 CITY RESUBMITTAL, FINAL FORMAT03/19/18 CITY SUBMITTAL04/11/18 CITY RESUBMITTAL01" = 20'-0"20'-0"10'-0"NREVISION SUMMARYDATEDESCRIPTIONC3.1GRADING PLAN -NORTHERN DRIVE. .. .. .. .. .. .GOPHER STATE ONE CALLWWW.GOPHERSTATEONECALL.ORG(800) 252-1166 TOLL FREE(651) 454-0002 LOCALEX. 1' CONTOUR ELEVATION INTERVALSPOT GRADE ELEVATION (GUTTER/FLOW LINEUNLESS OTHERWISE NOTED)CURB AND GUTTER (T.O = TIP OUT)EMERGENCY OVERFLOWEOF=1135.52TO UPDNUPDNUPUPDNDNN0, 0 , 0 s t a r t p r o j e c t h e r e BANK103FUTURETENANT101101E101D101C101B101A100A100B100C105A105B152104101F101G101H102A102BLOBBY100VESTIBULE102STAIR C152FIRE/SPRINKLERCONTROL104VESTIBULE105STAIR A150ELEV 1160ELEVLOBBY 1161STAIR B151ELEV 2162ELEV 3163ELEVLOBBY 2164150A150BP100P200AP203BTRASH /BIKE STORAGE(14)P202BP200BCONSTRUCTION LIMITS, TYP.CONSTRUCTION LIMITS, TYP.CONSTRUCTION LIMITS, TYP.CONSTRUCTION LIMITS, TYP.CONSTRUCTION LIMITS, TYP.STUB 8" PVC SCH40SANITARY TO 5' FROM BLDG.COORD. W/ MECH'L, TYP.STUB IE=887.30BLDG IE=887.4015 LF 8" PVC SCH40SANITARY @2.00%MAKE CONNECTION TOEXISTING SANITARYMANHOLE PER CITYSTANDARDS, AND BUILDINGDEPARTMENTREQUIREMENTSRIM=897.00EX IE (NE/SW)=±886.60PROP IE(NW)=887.00(FIELD VERIFY INVERTS)EXISTING 1"WATER SERVICESTUB 6" DIP FIRE WATER SERVICETO 5' FROM BLDG. COORD. ANDVERIFY W/ MECH'L.MAKE WET TAP CONNECTIONSTO EXISTING 8" HDPE WATERMAIN PER CITY STANDARDS.(FIELD VERIFY SIZE, LOCATION,MATERIAL, AND CONDITIONPRIOR TO CONSTRUCTION)6" DIP FIREWATER SERVICEEXISTING SANITARYSERVICECB 1RIM=896.85IE=893.85CB 2RIM=896.73IE=893.73EX STM CBRIM=±896.00IE(NE)=±891.30IE(SW/SE)=±890.90EX STM CBRIM=±897.00IE(NW)=±892.40IE(SW/NE)=±890.40(FIELD VERIFY INVERTS)CBMH 3RIM=896.77IE=893.77BUILDING STORM CONNECTIONSHALL BE CORE DRILLED ANDBOOTEDCB 21RIM=886.30IE=882.30SUMP=878.30STMH ACONSTRUCT MANHOLE OVEREX 48" RCP STORM PER CITYSTANDARDSRIM=893.00IE(NW/SE)=880.32 (AB)(PER BKV PLANS DATED 2/1/17)201 LF 12" RCPSTORM @ 0.99%INFILTRATION BASIN 160" PERF. AND NON.PERF. CMP(5) ROWS(2) CHAMBERS PER ROW(2) HEADERS62.00' X 37.00' FOOTPRINTSTONE IE=889.1560" CMP IE=889.6512" RCP OE=891.60TOP 60" CMP=894.65TOP STONE=895.15100YR HWL=894.11CB 1112" NYLOPLAST LOCKINGGRATE, SEE DETAILSRIM=896.65IE=893.65CB 1212" NYLOPLASTLOCKING GRATE,SEE DETAILSRIM=897.03IE=894.03CB 1412" NYLOPLAST LOCKING GRATERIM=897.29IE=XXX.XXCONNECT TO BLDG. INTERNALSTORM SYSTEM, COORD. INVERTWITH MECH'LCB 1312" NYLOPLAST LOCKINGGRATE, SEE DETAILSRIM=897.45IE=894.45(COORD. INVERT WITHMECH'L)CONSTRUCT NEW STMH OVEREX 48" RCP STORM PER CITYSTANDARDSEX IE=887.92PROP IE=888.00EX STMHRIM=897.90EX IE(NW)=889.10EX IE(NE)=892.80(FIELD VERIFY INVERTS)EX STMHRIM=898.90EX IE(NW/SE)=884.70EX IE(S)=887.00EX IE(W)=891.70(FIELD VERIFY INVERTS)CONSTRUCT NEW STMHOVER EX 27" RCP STORMPER CITY STANDARDSPROP IE=891.61EX IE=890.63CB 31RIM=878.97IE=XXX.XXCONNECT TO BLDG INTERNALSTORM SYSTEM. COORD. W/MECH'L AS NEEDED56 LF 12" RCPSTORM @ 6.32%12" RCP OUTLETIE=891.60INFILTRATION BASIN 260" PERF. AND NON.PERF. CMP(2) ROWS(4) CHAMBERS PER ROW(2) HEADERS92.00' X 14.50' FOOTPRINTSTONE IE=889.1560" CMP IE=889.6515" RCP OE=892.25TOP 60" CMP=894.65TOP STONE=895.15100YR HWL=894.5335 LF 10" PVC SCH40 STORM @ 2.00%21 LF 10" PVC SCH40STORM @ 2.00%10" PVC INLETIE=893.7510" PVC INLETIE=893.6123 LF 10" PVC SCH40STORM @ 2.00%10" PVC INLETIE=893.195 LF 12" RCPSTORM @ 2.00%12" RCP INLETIE=893.675 LF 12" RCPSTORM @ 2.00%12" RCP INLETIE=893.7511 LF 12" RCPSTORM @ 2.00%12" RCP INLETIE=893.5115" RCP OUTLETIE=892.2532 LF 15" RCPSTORM @ 2.00%CONNECT BLDG. INTERNALSTORM SYSTEM TO STUB 5'FROM BLDG. COORD. W/MECH'L AND STRUCTURALSTUB IE=XXX.XXBLDG IE=XXX.XXXX LF XX" XXXSTORM @ X.XX%XX" XXX INLETIE=XXX.XXALL STORM PIPES, AND STRUCTURES ABOVETHE UNDERGROUND PARKING AREA ON SITEWILL BE DESIGNED BY MECH'L ANDSTRUCTURAL, AND COORDINATED PRIOR TOTHE TIME OF BUILDING PERMIT. ALL VALUESOF"XXX.XX" WILL BE COORDINATEDCONTRACTORRESPONSIBLE FOR FIELDVERIFICATION ANDCONSTRUCTION OF ALLSMALL UTILITIES ONSITE. COORD. W/ MECH'LAND STRUCTURAL ASNEEDED.15 LF XX" XXXXX STORM @ X.XX%(COORDINATE CONNECTION WITH MECHANICAL)CONNECT TO BUILDINGINTERNAL STORMSYSTEM DRAININGPORTION OF THEPARKING DECK.IE=XXX.XX(COORDINATE W/ MECH'L)(SEE STORMWATERREPORT FOR DRAINAGEAREAS)3" DIP DOMESTICWATER SERVICE TO5' FROM BLDG.COORD. AND VERIFYW/ MECH'L.3" DIP DOMESTICWATER SERVICEFINAL SIZING OF WATER ANDSANITARY SERVICES, AS WELLAS BUILDING INTERNAL STORMPIPING AND STRUCTURES, TOBE COORDINATED WITHMECHANICAL PRIOR TOISSUING OF BUILDING PERMIT.CONTRACTOR TO OVER EXCAVATE DOWNBELOW INF BASIN UNTIL HSG A SOILS AREENCOUNTERED. CONTRACTOR TODECOMPACT TOP 18" SOIL TO PROVIDE MOREAPPROPRIATE MEDIA FOR INFILTRATIONGENERAL UTILITY NOTES:UTILITY LEGEND:CITY OF ST LOUIS PARK UTILITY NOTES:1.ALL PIPING MUST BE INSTALLED PER MANUFACTURERS INSTALLATION INSTRUCTIONS.2.ALL TEES, PLUGS, CAPS, BENDS, AND HYDRANT BRANCHES SHALL BE RESTRAINED AGAINSTMOVEMENT.3.GATE VALVES FOR FIRE AND DOMESTIC SHUT OFFS MUST BE INSTALLED DIRECTLY AFTERTAPS.4.*** 48 HOUR NOTICE REQUIRED FOR TAP INSPECTION AND INSPECTION OF PIPINGINSTALLATION ***4931 W. 35TH ST. SUITE 200ST. LOUIS PARK, MN 55416CivilSiteGroup.comMatt Pavek Pat Sarver763-213-3944 952-250-2003COPYRIGHT 2015 CIVIL SITE GROUP INC.cISSUE/SUBMITTAL SUMMARYDATE DESCRIPTION BRIDGEWATER BANK CORPORATE CENTER 4400 EXCELSIOR BLVD, ST. LOUIS PARK, MN 55416 333 N WASHINGTON AVE #210, MINNEAPOLIS, MN 55401 DJR ARCHITECTURE INC. PROJECT . .PROJECT NUMBER: 17122DJRARCHITECTURE, INC333 Washington Ave N, Suite 210Minneapolis, Minnesota 55401612.676.2700 www.djr-inc.com44263Matthew R. PavekLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.04/25/18. .. .. .. .. .. .. .. .. .04/25/18 CITY RESUBMITTAL, FINAL FORMAT03/19/18 CITY SUBMITTAL04/11/18 CITY RESUBMITTAL01" = 20'-0"20'-0"10'-0"NREVISION SUMMARYDATEDESCRIPTIONC4.0UTILITY PLAN. .. .. .. .. .. .GOPHER STATE ONE CALLWWW.GOPHERSTATEONECALL.ORG(800) 252-1166 TOLL FREE(651) 454-0002 LOCALCATCH BASINGATE VALVE AND VALVE BOXSANITARY SEWERSTORM SEWERWATER MAINPROPOSED FIRE HYDRANTMANHOLEFES AND RIP RAP1. SEE SITE PLAN FOR HORIZONTAL DIMENSIONS AND LAYOUT.2. CONTRACTOR SHALL FIELD VERIFY LOCATION AND ELEVATION OF EXISTING UTILITIES ANDTOPOGRAPHIC FEATURES PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL IMMEDIATELYNOTIFY THE ENGINEER OF DISCREPANCIES OR VARIATIONS FROM THE PLANS.3. ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. CONTACT "GOPHER STATE ONECALL" (651-454-0002 OR 800-252-1166) FOR UTILITY LOCATIONS, 48 HOURS PRIOR TOCONSTRUCTION. THE CONTRACTOR SHALL REPAIR OR REPLACE ANY UTILTIES THAT AREDAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER.4. UTILITY INSTALLATION SHALL CONFORM TO THE CURRENT EDITION OF "STANDARDSPECIFICATIONS FOR WATER MAIN AND SERVICE LINE INSTALLATION" AND "SANITARY SEWER ANDSTORM SEWER INSTALLATION" AS PREPARED BY THE CITY ENGINEERS ASSOCIATION OFMINNESOTA (CEAM), AND SHALL CONFORM WITH THE REQUIREMENTS OF THE CITY AND THEPROJECT SPECIFICATIONS.5. CASTINGS SHALL BE SALVAGED FROM STRUCTURE REMOVALS AND RE-USED OR PLACED AT THEDIRECTION OF THE OWNER.6. ALL WATER PIPE SHALL BE CLASS 52 DUCTILE IRON PIPE (DIP) AWWA C151, ASME B16.4, AWWA C110, AWWA C153 UNLESS OTHERWISE NOTED.7. ALL SANITARY SEWER SHALL BE SDR 26 POLYVINYL CHLORIDE (PVC) ASTM D3034 & F679, OR SCH40 ASTM D1785, 2665, ASTM F794, 1866) UNLESS OTHERWISE NOTED.8. ALL STORM SEWER PIPE SHALL BE HDPE ASTM F714 & F2306 WITH ASTM D3212 SPEC FITTINGS UNLESS OTHERWISE NOTED.9. PIPE LENGTHS SHOWN ARE FROM CENTER TO CENTER OF STRUCTURE OR TO END OF FLAREDEND SECTION.10. UTILTIES ON THE PLAN ARE SHOWN TO WITHIN 5' OF THE BUILDING FOOTPRINT. THECONTRACTOR IS ULTIMATELY RESPONSIBLE FOR THE FINAL CONNECTION TO BUILDING LINES.COORDINATE WITH ARCHITECTURAL AND MECHANICAL PLANS.11. CATCH BASINS AND MANHOLES IN PAVED AREAS SHALL BE SUMPED 0.04 FEET. ALL CATCHBASINS IN GUTTERS SHALL BE SUMPED 0.15 FEET PER DETAILS. RIM ELEVATIONS SHOWN ON THISPLAN DO NOT REFLECT SUMPED ELEVATIONS.12. ALL FIRE HYDRANTS SHALL BE LOCATED 5 FEET BEHIND BACK OF CURB UNLESS OTHERWISENOTED.13. HYDRANT TYPE, VALVE, AND CONNECTION SHALL BE IN ACCORDANCE WITH CITY REQUIREMENTS.HYDRANT EXTENSIONS ARE INCIDENTAL.14. A MINIMUM OF 8 FEET OF COVER IS REQUIRED OVER ALL WATERMAIN, UNLESS OTHERWISENOTED. EXTRA DEPTH MAY BE REQUIRED TO MAINTAIN A MINIMUM OF 18" VERTICALSEPARATION TO SANITARY OR STORM SEWER LINES. EXTRA DEPTH WATERMAIN IS INCIDENTAL.15. A MINIMUM OF 18 INCHES OF VERTICAL SEPARATION AND 10 FEET OF HORIZONTAL SEPARATIONIS REQUIRED FOR ALL UTILITIES, UNLESS OTHERWISE NOTED.16. ALL CONNECTIONS TO EXISTING UTILITIES SHALL BE IN ACCORDANCE WITH CITY STANDARDS ANDCOORDINATED WITH THE CITY PRIOR TO CONSTRUCTION.17.CONNECTIONS TO EXISTING STRUCUTRES SHALL BE CORE-DRILLED.18. COORDINATE LOCATIONS AND SIZES OF SERVICE CONNECTIONS WITH THE MECHANICALDRAWINGS.19. COORDINATE INSTALLATION AND SCHEDULING OF THE INSTALLATION OF UTILITIES WITHADJACENT CONTRACTORS AND CITY STAFF.20. ALL STREET REPAIRS AND PATCHING SHALL BE PERFORMED PER THE REQUIREMENTS OF THECITY. ALL PAVEMENT CONNECTIONS SHALL BE SAWCUT. ALL TRAFFIC CONTROLS SHALL BEPROVIDED BY THE CONTRACTOR AND SHALL BE ESTABLISHED PER THE REQUIREMENTS OF THEMINNESOTA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MMUTCD) AND THE CITY. THISSHALL INCLUDE BUT NOT BE LIMITED TO SIGNAGE, BARRICADES, FLASHERS, AND FLAGGERS ASNEEDED. ALL PUBLIC STREETS SHALL BE OPEN TO TRAFFIC AT ALL TIMES. NO ROAD CLOSURESSHALL BE PERMITTED WITHOUT APPROVAL BY THE CITY.21. ALL STRUCTURES, PUBLIC AND PRIVATE, SHALL BE ADJUSTED TO PROPOSED GRADES WHEREREQUIRED. THE REQUIREMENTS OF ALL OWNERS MUST BE COMPLIED WITH. STRUCTURES BEINGRESET TO PAVED AREAS MUST MEET OWNERS REQUIREMENTS FOR TRAFFIC LOADING.22. CONTRACTOR SHALL CORDINATE ALL WORK WITH PRIVATE UTILITY COMPANIES.23. CONTRACTOR SHALL COORDINATE CONNECTION OF IRRIGATION SERVICE TO UTILITIES.COORDINATE THE INSTALLATION OF IRRIGATION SLEEVES NECESSARY AS TO NOT IMPACTINSTALLATION OF UTILITIES.24. CONTRACTOR SHALL MAINTAIN AS-BUILT PLANS THROUGHOUT CONSTRUCTION AND SUBMITTHESE PLANS TO ENGINEER UPON COMPLETION OF WORK.25.ALL JOINTS AND CONNECTIONS IN STORM SEWER SYSTEM SHALL BE GASTIGHT OR WATERTIGHT.APPROVED RESILIENT RUBBER JOINTS MUST BE USED TO MAKE WATERTIGHT CONNECTIONS TOMANHOLES, CATCHBASINS, OR OTHER STRUCTURES.26.ALL PORTIONS OF THE STORM SEWER SYSTEM LOCATED WITHIN 10 FEET OF THE BUILDING ORWATER SERVICE LINE MUST BE TESTED IN ACCORDANCE WITH MN RULES, CHAPTER 4714,SECTION 1109.0. UPDNUPDNUPUPDNDNBANK103FUTURETENANT101LOBBY100VESTIBULE102STAIR C152FIRE/SPRINKLERCONTROL104VESTIBULE105STAIR A150ELEV 1160ELEVLOBBY 1161STAIR B151ELEV 2162ELEV 3163ELEVLOBBY 2164AGDECFDFUTURE CURBLINEEXISTING CURBLINEBHLEGEND:PROPOSEDDECIDUOUSTREESDECIDUOUSSHRUBS6-12" ROCK GARDENPERENNIALPLANTINGBED/GRASSESSODPOTENTIAL ART LOCATION - MIN. $75,000 VALUESITE BIKE RACK LOCATIONSPLAZA ARCHITECTURAL WALL FEATUREPLAZA SITE BENCHESOUTDOOR TABLES AND CHAIRSLANDSCAPE SCULPTURAL BERMSPRIVATE AMENITY DECK - SEE L401 FOR PRELIM. LAYOUTSTREETSCAPE RAINGARDEN - SEE L401KEYNOTES:ABCDEFGCONIFEROUSSHRUBSSITE PLANTERS - ANNUALPLANTINGS PROVIDED BYOWNERPROPOSEDCONIFEROUSTREESDECOMPOSED LIMESTONEHSITE AND AMENITY DECK LANDSCAPE PLANSL10020'40'10'5'0'1"=20'SCALE:01SITE LANDSCAPE PLANABCDE654321DJR ARCHITECTURE, INC Copyright 2018 DJR Architecture, Inc 333 Washington Ave N, Suite 210 Minneapolis, Minnesota 55401 612.676.2700 www.djr-inc.com 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 Landscape Architect under the laws of the State of Minnesota. PRINT NAME SIGNATURE REGISTRATION NUMBER DATE Issue:Date:Project #: Date: Drawn by: CITY SUBMITTAL 03/19/2018 CITY RESUBMITTAL 04/11/2018 CITY RESUBMITTAL-FINAL FORMAT 04/26/2018 04/26/2018 BRAD ALDRICH 45630 04/26/2018 530 N.THIRD STREET MINNEAPOLIS, MN 55401 PH: 612.333.3702 LANDSCAPE ARCHITECT CONFLUENCE02PLANTING SCHEDULES20'40'10'5'0'1"=20'SCALE:02AM. DECK LANDSCAPE PLAN 56788.299.19.25.15.36.27.3BANK103FUTURETENANT101VESTIBULE102BELOW GRADE GRAVELCONNECTION TO RAINGARDENSPOTENTIAL ARTIFICIAL TURFBOCCEALL ROOFDECK PLANTERS TO BE1.25' DEPTH PLANTING SOIL MIN.POTENTIAL GRILL STATIONSPOTENTIAL AMENITY WALL5L5006L5007L500LEGEND:PROPOSEDDECIDUOUSTREESDECIDUOUSSHRUBS6-12" ROCK GARDENPERENNIALPLANTINGBED/GRASSESSODCONIFEROUSSHRUBSSITE PLANTERS - ANNUALPLANTINGS PROVIDED BYOWNERPROPOSEDCONIFEROUSTREESDECOMPOSED LIMESTONEUPDNUPDNUPUPDNDNBCDEE.1FGNM.1HJKM122.12.53456788.29O.19.19.25.15.36.27.3OPQBANK103FUTURETENANT101LOBBY100VESTIBULE102STAIR C152FIRE/SPRINKLERCONTROL104VESTIBULE105STAIR A150ELEV 1160ELEVLOBBY 1161STAIR B151ELEV 2162ELEV 3163ELEVLOBBY 2164N.5J.1FUTURE CURBLINEEXISTING CURBLINEPROPOSED DORA LIMITSFFE915.75'LANDSCAPE ENLARGEMENTL40010'20'5'2.5'0'1"=10'SCALE:01LANDSCAPE ENLARGEMENT - ROOF DECK AND EXCELSIOR STREETSCAPE PLANABCDE654321DJR ARCHITECTURE, INC Copyright 2018 DJR Architecture, Inc 333 Washington Ave N, Suite 210 Minneapolis, Minnesota 55401 612.676.2700 www.djr-inc.com 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 Landscape Architect under the laws of the State of Minnesota. PRINT NAME SIGNATURE REGISTRATION NUMBER DATE Issue:Date:Project #: Date: Drawn by: CITY SUBMITTAL 03/19/2018 CITY RESUBMITTAL 04/11/2018 CITY RESUBMITTAL-FINAL FORMAT 04/26/2018 04/26/2018 BRAD ALDRICH 45630 04/26/2018 530 N.THIRD STREET MINNEAPOLIS, MN 55401 PH: 612.333.3702 LANDSCAPE ARCHITECT CONFLUENCESOD NOTES:1. SOD ALL NON-PLANTING AREAS UNLESS OTHERWISE NOTED ON PLANS.2. WHERE SOD ABUTS PAVED SURFACES, FINISHED GRADE OF SOD SHALL BE HELD 1"3. SOD SHALL BE LAID PARALLEL TO THE CONTOURS AND SHALL HAVE STAGGERED JOINTS. ON SLOPES STEEPER THAN 3:1 OR IN DRAINAGE SWALES, SOD SHALL BESTAKED SECURELY.4. UNLESS NOTED OTHERWISE, THE APPROPRIATE DATES FOR SPRING SOD PLACEMENT IS FROM THE TIME GROUND HAS THAWED TO JUNE 15.5. FALL SODDING IS ACCEPTABLE FROM AUGUST 15 TO NOVEMBER 1. FALL SEEDING IS ACCEPTABLE FROM AUGUST 15 TO SEPTEMBER 15. ADJUSTMENTS TO SOD/SEEDPLANTING DATES MUST BE APPROVED IN WRITING BY THE LANDSCAPE ARCHITECT.IRRIGATION NOTES:1. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AN IRRIGATION LAYOUT PLAN AND SPECIFICATION AS PART OF THE SCOPE OF WORK. SUBMIT LAYOUT PLANAND SPECIFICATIONS FOR APPROVAL BY THE LANDSCAPE ARCHITECT PRIOR TO ORDER AND/OR CONSTRUCTION. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TOENSURE THAT SODDED/ SEEDED AND PLANTED AREAS ARE IRRIGATED PROPERLY, INCLUDING THOSE AREAS DIRECTLY AROUND AND ABUTTING BUILDINGFOUNDATION.2. CONTRACTOR SHALL VERIFY (EXISTING) IRRIGATION SYSTEM LAYOUT AND CONFIRM COMPLETE LIMITS OF IRRIGATION PRIOR TO SUPPLYING SHOW DRAWINGS.3. CONTRACTOR SHALL PROVIDE DRIP IRRIGATION FOR ALL TREE, SHRUB, AND PERENNIAL LANDSCAPE BEDS PER CITY STANDARD. DRIP LINES SHALL BE SELF FLUSHINGTO ELIMINATE EMITTER CLOGGING FROM CALCIUM BUILD UP.4. CONTRACTOR SHALL CONTACT LANDSCAPE ARCHITECT FOR INSPECTION AND APPROVAL OF ALL AREAS RECEIVING DRIP IRRIGATION PRIOR TO INSTALLATION OF ANYMULCH5. CONTRACTOR SHALL PROVIDE THE OWNER WITH AN IRRIGATION SCHEDULE APPROPRIATE TO THE PROJECT SITE CONDITIONS AND TO PLANTED MATERIAL GROWTHREQUIREMENTS.6. ALL ROOF DECK PLANTERS SHALL BE IRRIGATED WITH DRIP IRRIGATION AND CONFIGURED ON A SEPARATE ZONE.LANDSCAPE ORDINANCE - ALTERNATIVE LANDSCAPE:THE LANDSCAPE PLAN FOR THE PROPOSED DEVELOPMENT FALLS JUST SHORT OF MEETING ST. LOUIS PARK CITY ORDINANCE MINIMUMS FOR TREE PLANTING. THEFOLLOWING LANDSCAPE ELEMENTS HAVE BEEN PROVIDED AS AN ALTERNATIVE PATH TO MEETING CITY ORDINANCE:·GREEN ROOFS/ AMENITY DECK - THERE IS AN OVER 4,000 S.F. PRIVATE AMENITY DECK ON THE SECOND FLOOR THAT WILL BE USED BY BUILDING EMPLOYEES ANDINCLUDE A VARIETY OF RECREATION, LOUNGING, AND BUSINESS RELATED ACTIVITIES. PLANTED AREAS WILL INCLUDE SMALL TREES, SHRUB AND PERENNIALPLANTINGS.·PLAZA - THERE IS APPROX. 11,000 + S.F. PLAZA THAT CONSISTS OF LANDSCAPING, LAWN, EXTENSIVE PLANTING, LIGHTED BENCHES, TABLES AND CHAIRS, AND ANARTISTIC PAVILION THAT WILL PROVIDE SHADE FOR DAY-TO-DAY USERS AND A STAGE INFRASTRUCTURE FOR PERFORMANCES. THE PLAZA IS INTEGRATED TO THERETAIL SPACE TO KEEP ACTIVATED THROUGHOUT THE DAY.· GENERAL LANDSCAPING - THE LANDSCAPE PLAN INCORPORATES NATIVE PLANTINGS AND EMPHASIZES SEASON INTEREST AS WELL AS VISIBILITY, AESTHETICS, ANDSAFETY THROUGH VIEWSHED PRESERVATION AND LIGHTING. THE ADDITION OF MORE LANDSCAPING WILL NEGATIVELY IMPACT THESE SITE GOALS.PLANTING NOTES:1. CONTRACTOR SHALL INSPECT THE SITE AND BECOME FAMILIAR WITH EXISTING CONDITIONS RELATING TO THE NATURE AND SCOPE OF WORK.2. CONTRACTOR SHALL VERIFY PLAN LAYOUT AND BRING TO THE ATTENTION OF THE LANDSCAPE ARCHITECT DISCREPANCIES WHICH MAY COMPROMISE THE DESIGNOR INTENT OF THE LAYOUT.3. CONTRACTOR SHALL ASSURE COMPLIANCE WITH APPLICABLE CODES AND REGULATIONS GOVERNING THE WORK AND MATERIALS SUPPLIED.4. CONTRACTOR SHALL PROTECT EXISTING ROADS, CURBS/GUTTERS, TRAILS, TREES, LAWNS AND SITE ELEMENTS DURING CONSTRUCTION OPERATIONS. DAMAGETO SAME SHALL BE REPAIRED AT NO ADDITIONAL COST TO THE OWNER.5. CONTRACTOR SHALL COORDINATE THE PHASES OF CONSTRUCTION AND PLANTING INSTALLATION WITH OTHER CONTRACTORS WORKING ON SITE.6. CONTRACTOR SHALL REVIEW THE SITE FOR DEFICIENCIES IN SITE CONDITIONS WHICH MIGHT NEGATIVELY AFFECT PLANT ESTABLISHMENT, SURVIVAL ORWARRANTY. UNDESIRABLE SITE CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT PRIOR TO BEGINNING OF WORK.7. CONTRACTOR IS RESPONSIBLE FOR ONGOING MAINTENANCE OF NEWLY INSTALLED MATERIALS UNTIL TIME OF SUBSTANTIAL COMPLETION. REPAIR OF ACTS OFVANDALISM OR DAMAGE WHICH MAY OCCUR PRIOR TO SUBSTANTIAL COMPLETION SHALL BE THE RESPONSIBILITY OF THE LANDSCAPE CONTRACTOR.8. SYMBOLS ON PLAN DRAWING TAKE PRECEDENCE OVER SCHEDULES IF DISCREPANCIES IN QUANTITIES EXIST. SPECIFICATIONS AND DETAILS TAKE PRECEDENCEOVER NOTES.9. SOD ALL AREAS WITHIN CONTRACT LIMITS, NOT COVERED BY PAVING, BUILDINGS, OR PLANTING BEDS, UNLESS OTHERWISE NOTED.10. CONTRACTOR SHALL PLACE SHREDDED HARDWOOD BARK MULCH AROUND ALL TREES AND IN ALL PLANTING BEDS TO A DEPTH OF 3".11. KIND, SIZE AND QUALITY OF PLANT MATERIAL SHALL CONFORM TO AMERICAN STANDARDS FOR NURSERY STOCK, ANSI 260-1992, OR MOST RECENT EDITION.12. THE CONTRACTOR SHALL REPORT SUBSURFACE SOIL OR DRAINAGE PROBLEMS TO THE LANDSCAPE ARCHITECT.13. THE CONTRACTOR SHALL SHOW PROOF OF PROCUREMENT, SOURCES, QUANTITIES AND VARIETIES FOR ALL SHRUBS, PERENNIALS, ORNAMENTAL GRASSES, ANDANNUALS WITHIN 21 DAYS FOLLOWING THE AWARD OF CONTRACT. TIMELY PROCUREMENT OF ALL PLANT MATERIAL IS ESSENTIAL TO THE SUCCESSFULCOMPLETION AND INITIAL ACCEPTANCE OF THE PROJECT.14. SUBSTITUTIONS SHALL ONLY BE ALLOWED WHEN THE CONTRACTOR HAS EXHAUSTED ALL SOURCES FOR THE SPECIFIED MATERIAL, AND HAS PROVEN THAT THESPECIFIED MATERIAL IS NOT AVAILABLE. THE CONTRACTOR MUST PROVIDE NAME AND VARIETY OF SUBSTITUTION TO THE LANDSCAPE ARCHITECT FOR APPROVALPRIOR TO TAGGING OR PLANTING. SUBSTITUTIONS SHALL BE NEAREST EQUIVALENT SIZE OF VARIETY OF PLANT HAVING SAME ESSENTIAL CHARACTERISTICS.15. ALL PLANT MATERIAL SHALL BE NURSERY GROWN, SOUND, HEALTHY, VIGOROUS AND FREE FROM INSECTS, DISEASE AND INJURIES, WITH HABIT OF GROWTH THATIS NORMAL FOR THE SPECIES. SIZES SHALL BE EQUAL TO OR EXCEEDING SIZES INDICATED ON THE PLANT LIST. THE CONTRACTOR SHALL SUPPLY PLANTS INQUANTITY AS SHOWN ON THE DRAWINGS.16. STAKE OR PLACE ALL PLANTS IN FIELD AS INDICATED ON THE DRAWINGS OR AS DIRECTED BY THE LANDSCAPE ARCHITECT FOR APPROVAL BY THE OWNER PRIORTO PLANTING.10. NOTIFY LANDSCAPE ARCHITECT AFTER STAKING IS COMPLETED AND BEFORE PLANT PITS ARE EXCAVATED.12. UNLESS NOTED OTHERWISE, THE APPROPRIATE DATES FOR SPRING PLANT MATERIAL INSTALLATION IS FROM THE TIME GROUND HAS THAWED TO JUNE 15.13. CONIFEROUS PLANTING IS ACCEPTABLE FROM AUGUST 15 TO OCTOBER 1. 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$* ,"#$!" ,)#!#//1.<717;23971"G"!##$ "!##$!!$ # %"#"#"#"#$""!# !$ $""!!# !$"#)"#"#)"#$*#! #"# #)"###$",,,,,," ’, ’, ’, ’, ’, ’, ’" ’, ’’, ’’’’& &%$ $"""#"H #’,"’,"’#$$ ,","’’&# !$$""!$""!! %"#"#"#"#$""!# !$ $""!!# !$"#)"#"#)"#$*#! #"# #)"###$",,,,,," ’, ’, ’, ’, ’, ’, ’" ’, ’’, ’’’’& &%$ $"""#"H #’,"’,"’#$$ ""’’&# !$$""!$""!!!"#"#-"#"#-##$"$I!""#)"#--"#)"#--$*#! #"# #)"#’’’’’’’,&-+$"! $* !"D’# " (#)* $--# ( !*!"D’# " (#)* $%#)* $&!"#"#-"#"#-##$"$I!""#)"#--"#)"#--$*#! #"# #)"#’’’’’’’,&-+$"! $* !"D’# " (#)* $--# ( !*!"D’# " (#)* $%#)* $& !## ,!./012345 16425765817,!96):;42935.9<7,"82572997:/.=2;,2997;.5:>>>?@12966.A12?37>:571:9B12?37>:571:96;:417;,!96A7126:9=<?),"8257C=..A2935.9,!;;87D:57D1.@765CD:57D1:>9E0D476B7?E0D 2<2="2571.8/,!96)54"51775,"8257C"5$.82;:1B,!".9F=87967#421?"51775,"8257C2997:/.=2;,""648=71"4..B:29"51775","8257C2997:/.=2;#! !#"!# !"# #! #!4717E067152F054:5542;/=:9,;/762F26:52.9,.117/.15>:;/17/:17?E0A7.189?71A0?21765;8/71<2;2.9:9?54:5!:A:?8=0$2679;7?1642576589?71547=:>;.F547"5:57.F2997;.5:# "# #!!$ #+# ! $*#!"+$"! $* ,"#$!" ,)#!#//1.<717;23971# !$($*!"!$""$$)$""$"!$" $"""#$"##$#$$#$)!))$$)"!$!!#"#$)!))$$#$ !!"#$#$) ##$#!#) $#+# ! )$$$!#$#+# ! $!#"$$## "!"## !"!##$ "!##$!!$ #Key Plan12EXTERIOR ELEVATION - NORTHWEST1/16” = 1’-0”1EXTERIOR ELEVATION - NORTHEAST1/16” = 1’-0”2 %"#"#"#"#$""!# !$ $""!!# !$"#)"#"#)"#$*#! #"# #)"###$",,,,,," ’, ’, ’, ’, ’, ’, ’" ’, ’’, ’’’’& & %"#"#"#"#$""!# !$ $""!!# !$"#)"#"#)"#$*#! #"# #)"###$",,,,,," ’, ’, ’, ’, ’, ’, ’" ’, ’’, ’’’’& &%$ $"""#"H #’,"’,"’#$$ ","’’&# !$$""!$""!!%$ $"""#"H #’,"’,"’#$$ ""’’&# !$$""!$""!!!"#"#-"#"#-##$"$I!""#)"#--"#)"#--$*#! #"# #)"#’’’’’’’,&-+$"! $* !"D’# " (#)* $--# ( !*!"D’# " (#)* $%#)* $&!"#"#-"#"#-##$"$I!""#)"#--"#)"#--$*#! #"# #)"#’’’’’’’,&-+$"! $* !"D’# " (#)* $--# ( !*!"D’# " (#)* $%#)* $& !## ,!./012345 16425765817,!96):;42935.9<7,"82572997:/.=2;,2997;.5:>>>?@12966.A12?37>:571:9B12?37>:571:96;:417;,!96A7126:9=<?),"8257C=..A2935.9,!;;87D:57D1.@765CD:57D1:>9E0D476B7?E0D 2<2="2571.8/,!96)54"51775,"8257C"5$.82;:1B,!".9F=87967#421?"51775,"8257C2997:/.=2;,""648=71"4..B:29"51775","8257C2997:/.=2;#! !#"!# !"# #! #!4717E067152F054:5542;/=:9,;/762F26:52.9,.117/.15>:;/17/:17?E0A7.189?71A0?21765;8/71<2;2.9:9?54:5!:A:?8=0$2679;7?1642576589?71547=:>;.F547"5:57.F2997;.5:# "# #!!$ #+# ! $*#!"+$"! $* ,"#$!" ,)#!#//1.<717;23971# !$($*!"!$""$$)$""$"!$" $"""#$"##$#$$#$)!))$$)"!$!!#"#$)!))$$#$ !!"#$#$) ##$#!#) $#+# ! )$$$!#$#+# ! $!#"$$## "!"## !"!##$ "!##$!!$ #Key Plan21EXTERIOR ELEVATION - SOUTHEAST 11/16” = 1’-0”1EXTERIOR ELEVATION - SOUTHEAST 21/16” = 1’-0”2 %"#"#"#"#$""!# !$ $""!!# !$"#)"#"#)"#$*#! #"# #)"###$",,,,,," ’, ’, ’, ’, ’, ’, ’" ’, ’’, ’’’’& & %"#"#"#"#$""!# !$ $""!!# !$"#)"#"#)"#$*#! #"# #)"###$",,,,,," ’, ’, ’, ’, ’, ’, ’" ’, ’’, ’’’’& &%$ $"""#"H #’,"’"’#$$ ""’’&# !$$""!$""!!%$ $"""#"H #’,"’"’#$$ ""’’&# !$$""!$""!!!"#"#-"#"#-##$"$I!""#)"#--"#)"#--$*#! #"# #)"#’’’’’’’,&-+$"! $* !"D’# " (#)* $--# ( !*!"D’# " (#)* $%#)* $&!"#"#-"#"#-##$"$I!""#)"#--"#)"#--$*#! #"# #)"#’’’’’’’,&-+$"! $* !"D’# " (#)* $--# ( !*!"D’# " (#)* $%#)* $& !## ,!./012345 16425765817,!96):;42935.9<7,"82572997:/.=2;,2997;.5:>>>?@12966.A12?37>:571:9B12?37>:571:96;:417;,!96A7126:9=<?),"8257C=..A2935.9,!;;87D:57D1.@765CD:57D1:>9E0D476B7?E0D 2<2="2571.8/,!96)54"51775,"8257C"5$.82;:1B,!".9F=87967#421?"51775,"8257C2997:/.=2;,""648=71"4..B:29"51775","8257C2997:/.=2;#! !#"!# !"# #! #!4717E067152F054:5542;/=:9,;/762F26:52.9,.117/.15>:;/17/:17?E0A7.189?71A0?21765;8/71<2;2.9:9?54:5!:A:?8=0$2679;7?1642576589?71547=:>;.F547"5:57.F2997;.5:# "# #!!$ #+# ! $*#!"+$"! $* ,"#$!" ,)#!#//1.<717;23971# !$($*!"!$""$$)$""$"!$" $"""#$"##$#$$#$)!))$$)"!$!!#"#$)!))$$#$ !!"#$#$) ##$#!#) $#+# ! )$$$!#$#+# ! $!#"$$## "!"## !"!##$ "!##$!!$ #Key Plan12EXTERIOR ELEVATION - SOUTHWEST 11/16” = 1’-0”1EXTERIOR ELEVATION - SOUTHWEST 21/16” = 1’-0”2 %"#"#$""!# !$ $""!!# !$"#)"#$*#! #"# #)"###$",,,," ’, ’, ’, ’, ’" ’, ’’, ’’& &%$ $"""#"H #’,"’"’#$$ ""’’&# !$$""!$""!! %"#"#$""!# !$ $""!!# !$"#)"#$*#! #"# #)"###$",,,," ’, ’, ’, ’, ’" ’, ’’, ’’& &%$ $"""#"H #’,"’,"’#$$ ","’’&# !$$""!$""!! %"#"#$""!# !$ $""!!# !$"#)"#$*#! #"# #)"###$",,,," ’, ’, ’, ’, ’" ’, ’’, ’’& &%$ $"""#"H #’,"’,"’#$$ ""’’&# !$$""!$""!!%$ $"""#"H #’,"’,"’#$$ ,","’’&# !$$""!$""!! %"#"#$""!# !$ $""!!# !$"#)"#$*#! #"# #)"###$",,,," ’, ’, ’, ’, ’" ’, ’’, ’’& & !## ,!./012345 16425765817,!96):;42935.9<7,"82572997:/.=2;,2997;.5:>>>?@12966.A12?37>:571:9B12?37>:571:96;:417;,!96A7126:9=<?),"8257C=..A2935.9,!;;87D:57D1.@765CD:57D1:>9E0D476B7?E0D 2<2="2571.8/,!96)54"51775,"8257C"5$.82;:1B,!".9F=87967#421?"51775,"8257C2997:/.=2;,""648=71"4..B:29"51775","8257C2997:/.=2;#! !#"!# !"# #! #!4717E067152F054:5542;/=:9,;/762F26:52.9,.117/.15>:;/17/:17?E0A7.189?71A0?21765;8/71<2;2.9:9?54:5!:A:?8=0$2679;7?1642576589?71547=:>;.F547"5:57.F2997;.5:# "# #!!$ #+# ! $*#!"+$"! $* ,"#$!" ,)#!#//1.<717;23971# !$($*!"!$""$$)$""$"!$" $"""#$"##$#$$#$)!))$$)"!$!!#"#$)!))$$#$ !!"#$#$) ##$#!#) $#+# ! )$$$!#$#+# ! $!#"$$## "!"## !"!##$ "!##$!!$ #ST1 WD1 GL2 SN1 SN2 MTL1 WD1 MTL1 MTL3 GL2 SN1 PT1 WD1MTL2 ST1 GL2 MTL2 PT1 MTL1 ST1 PT1 SN2 ST1 WD1 GL2 SN1 SN2 LT1 MTL1 WD1 MTL1 MTL3 GL2 ST1 LT1 PT1 MTL2 WD1 GL1 MTL2 SN1 SN1 GL1 MTL2 LT2 WD1 MTL1 ST1 GL2 MTL3 GL2 MTL3 SN2 GL2 MTL2 SN2 MTL1 ST1 GL2 MTL2 SN2 MTL1 ST1 GL3 MTL3 SN1 WD1 MTL1 ST1 GL2 MTL3 Key Plan21EXTERIOR ELEVATION - SOUTHWEST1/16” = 1’-0”1EXTERIOR ELEVATION - SOUTHEAST1/16” = 1’-0”2EXTERIOR ELEVATION - NORTHWEST1/16” = 1’-0”4EXTERIOR ELEVATION - NORTHEAST1/16” = 1’-0”334Key Plan $*$$*$$*$$$*$$$*$$!#("%# &$*$$* ,,,,,,,,,,,,," "!"$! " !" "#$$", #!$",,$) ,,-"#!$!#($*$$*$$" !*"#$$""#$$"%*&"# "#$$"#"#$$""# # ! !## ,!./012345 16425765817,!96):;42935.9<7,"82572997:/.=2;,2997;.5:>>>?@12966.A12?37>:571:9B12?37>:571:96;:417;,!96A7126:9=<?),"8257C=..A2935.9,!;;87D:57D1.@765CD:57D1:>9E0D476B7?E0D 2<2="2571.8/,!96)54"51775,"8257C"5$.82;:1B,!".9F=87967#421?"51775,"8257C2997:/.=2;,""648=71"4..B:29"51775","8257C2997:/.=2;#! !#"!# !"# #! #!4717E067152F054:5542;/=:9,;/762F26:52.9,.117/.15>:;/17/:17?E0A7.189?71A0?21765;8/71<2;2.9:9?54:5!:A:?8=0$2679;7?1642576589?71547=:>;.F547"5:57.F2997;.5:# "# #!!$ #!$!"#!"+$"! $* ,"#$!" ,)#!#//1.<717;23971"!##$ "!##$!!$ #SECTION B-B1/16” = 1’-0”2SECTION A-A1/16” = 1’-0”1Key PlanRetailOffi ceBankKeyPublic AreaBack of HouseParkingCore$*$$*$$*$$$*$$$*$$!#("%# &$*$$* ,,,,,,,,,,,,," "!"$! " !" "#$$", #!$",,$) ,,-"#!$!#($*$$*$$" !*"#$$""#$$"%*&"# "#$$"#"#$$""# # ! 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0.8 1.0 1.2 1.2 0.9 1.01.1 1.10.8 1.0 1.21.10.91.1 1.11.0 0.8 0.7 0.5 0.4 0.4 0.3 0.3 0.2 0.2 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.3 0.3 0.4 0.5 0.7 0.8 0.9 0.8 0.7 0.9 0.9 0.6 0.5 0.5 0.9 0.9 0.7 0.7 0.9 0.8 0.7 0.6 0.5 0.4 0.3 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.3 0.4 0.5 0.6 0.7 0.7 0.5 0.5 0.6 0.6 0.3 0.3 0.3 0.5 0.6 0.5 0.5 0.6 0.7 0.6 0.5 0.4 0.3 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.3 0.4 0.4 0.5 0.4 0.4 0.4 0.4 0.4 0.2 0.2 0.2 0.3 0.4 0.3 0.4 0.4 0.4 0.4 0.4 0.3 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.3 0.3 0.3 0.3 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0.3 0.3 0.3 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0333333333333333333333333333333333333322222222222222222222222222222222211111111111111111111111111111111111111111111111111111111111111111111110.50.50.50.50.50.50.50.50.50.50.50.50.50.50.50.50.50.50.50.50.50.50.50.50.50.50.50.50.50.50.50.50.50.50.50.50.50.50.50.50.50.50.50.50.50.50.50.50.50.50.50.50.50.5Illuminance (Fc)Average = 1.00Maximum = 1.9Minimum = 0.3Avg/Min Ratio = 3.33Max/Min Ratio = 6.33ParkingIlluminance (Fc)Average = 1.00Maximum = 1.9Minimum = 0.3Avg/Min Ratio = 3.33Max/Min Ratio = 6.33Parkingtree spottree spottree spottree spottree spottree spotNOTE: LIGHT LOSS FACTOR (LLF) FOR POLE FIXTURES INCLUDES A DIMMER.BRIDGEWATER BANKSAINT LOUIS PARKMINNESOTASCALE:1/16" = 1'-0"ARCHITECTURAL LIGHTING LAYOUT30x421ARCHITECT:REVISION HISTORY:LAYOUT BY:DATE:SCALE:Federal copyright laws protect the intellectual property of designers bygiving copyright protection to plans and designs. The use of theseplans and specifications shall be restricted to the original site for whichthey were prepared and publication thereof is expressly limited to suchuse. Reproduction, publication, or reuse by any method, in whole or inpart, is prohibited. Plans cannot be modified or redrawn without thecopyright owner's written approval. Title to the plans andspecifications remain with Schuler Shook without prejudice.PHOTOMETRICLIGHTING PLANAL100AS NOTED03-19-1804-11-18 NEW PROP LINE04-25-18 FINAL FORMATTHIS DRAWING INDICATESGENERAL LIGHTINGLAYOUT AND DESIGN OFLIGHTING SYSTEMS.REVIEW BY A QUALIFIEDENGINEER IS NECESSARYTO ASSURE SAFETY ANDCODE COMPLIANCE.PRELIMINARYNOT FOR CONSTRUCTIONFOR REFERENCEONLYREFER TO E-SERIESDRAWINGS FOR ELECTRICALFEEDS, DISCONNECTSWITCHES, CONDUIT, ANDWIRE FOR ALL LIGHTINGEQUIPMENT.DIVISION 26 CONTRACTORSHALL PROVIDE ANDINSTALL ALL LIGHTINGEQUIPMENT AND CONTROLWIRING INDICATED FOR ACOMPLETE AND OPERABLESYSTEM.219 MAIN STREET SE, SUITE 200MINNEAPOLIS, MN 55414T 612 339 5958 F 612 337 5097schulershook.com LIGHT LEVELS AT GRADE.NOTE THAT DUE TO TOPOGRAPHY,THE BUILDING ONLY HAS OPENINGSON THESE TWO EXPOSURES.NOTE: LIGHT LOSS FACTOR (LLF) INCLUDES A DIMMER.UPUPDNDNUPUPABCDEE.1FGNM.1HJKM122.12.53456788.294.14.25.26.16.97.17.28.5O.19.19.25.36.27.3OPQN.5J.1A3621CSimP101P152P151P100P164P161P150N3STAIR CP152STAIR AP150ELEV 1P160ELEVLOBBY 1P161ELEV 2P162ELEV 3P163ELEVLOBBY 2P164STAIR BP151P1 PARKINGGARAGEP100P1 PARKINGGARAGEP100ELECTRICALP101BIKE STORAGE(14)Illuminance (Fc)Average = 0.92Maximum = 1.6Minimum = 0.5Avg/Min Ratio = 1.84Max/Min Ratio = 3.20General Parking-DriveIlluminance (Fc)Average = 0.92Maximum = 1.6Minimum = 0.5Avg/Min Ratio = 1.84Max/Min Ratio = 3.20General Parking-DriveGeneral Parking-Drive_3Illuminance (Fc)Average = 0.98Maximum = 1.6Minimum = 0.5Avg/Min Ratio = 1.96Max/Min Ratio = 3.20General Parking-Drive_3Illuminance (Fc)Average = 0.98Maximum = 1.6Minimum = 0.5Avg/Min Ratio = 1.96Max/Min Ratio = 3.20Luminaire ScheduleSymbolTotal Lamp LumensLLFTag740.80.200SURFACE DOWNLIGH0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.1 0.0 0.00.0 0.0 0.0 0.0 0.1 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.1 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.01.5 1.01.31.11.0 1.6 1.3 1.61.5 1.8 1.2 1.2 1.2 1.1 1.3 1.0 1.51.81.71.2 1.61.41.61.10.9 1.2 0.8 0.61.6 1.4 1.8 1.4 1.1 1.0 1.3 1.0 1.4 1.1 0.6 0.7 1.4 1.11.4 1.71.8 1.31.7 1.5 1.10.9 0.7 1.0 0.8 0.6 1.01.10.8 1.2 1.0 0.62.1 1.7 1.7 1.6 1.6 1.5 1.2 1.7 1.2 0.9 0.9 0.6 0.6 1.2 1.2 1.1 1.2 0.7 0.7 1.4 1.11.8 1.8 1.81.4 1.7 1.4 1.1 1.10.91.41.2 0.6 0.7 0.8 0.71.11.2 0.6 0.91.10.9 1.3 1.21.5 1.9 1.7 1.3 1.9 1.6 1.2 1.6 1.4 1.0 1.1 0.8 0.7 1.4 1.2 0.8 0.8 0.6 0.6 1.3 1.3 1.0 1.1 0.7 0.7 1.41.9 1.61.5 1.4 1.71.61.71.81.10.9 1.21.40.7 0.81.10.9 1.3 1.3 0.6 0.6 0.8 0.81.1 1.40.7 0.8 1.0 0.9 1.3 1.31.6 1.3 1.9 1.4 1.3 1.7 1.7 1.5 1.2 1.1 0.8 0.8 0.8 0.6 1.3 1.4 0.9 1.0 0.8 0.6 1.3 1.2 0.8 0.8 0.7 0.6 1.2 1.4 0.9 1.1 0.8 0.6 1.41.4 1.71.6 1.2 1.3 2.01.41.61.41.01.7 1.11.0 0.8 0.7 1.0 1.0 1.21.50.7 0.71.11.0 1.2 1.3 0.6 0.6 0.8 0.81.1 1.50.7 0.7 1.0 0.9 1.31.6 1.5 1.7 1.3 1.4 1.4 1.9 1.2 0.8 1.0 1.1 0.8 1.4 1.1 1.2 1.2 0.8 0.9 0.9 0.6 1.1 1.3 0.9 1.1 0.9 0.6 1.1 1.1 0.7 0.8 0.7 0.6 1.2 1.4 0.9 1.0 0.9 0.6 1.21.51.8 1.8 1.21.51.81.41.2 0.8 0.71.40.6 0.6 0.9 1.01.1 1.40.7 0.6 1.01.1 1.1 1.50.7 0.7 1.21.1 1.11.3 0.6 0.6 0.8 0.91.1 1.50.7 0.71.11.0 1.21.9 1.7 1.5 1.4 1.7 1.5 1.4 1.8 0.9 0.6 0.8 1.10.5 0.6 0.9 1.0 0.6 1.0 1.2 0.8 0.9 1.0 0.7 1.0 1.3 0.9 1.1 1.1 0.6 1.0 1.0 0.7 0.8 0.8 0.6 1.1 1.4 0.9 1.1 1.0 0.91.6 1.31.7 1.51.21.5 1.7 1.5 1.10.7 0.6 1.21.40.5 0.9 1.2 0.7 0.61.11.2 1.0 1.3 0.7 0.6 1.0 1.21.1 1.40.7 0.6 1.2 1.2 1.0 1.2 0.6 0.5 0.91.1 1.11.6 0.8 0.91.10.91.51.8 1.7 1.2 1.2 1.9 1.3 1.5 1.5 1.6 1.0 0.7 0.8 0.8 1.1 1.60.7 1.0 1.3 0.7 0.8 1.0 0.8 1.0 1.2 0.7 0.9 1.1 0.8 1.0 1.2 0.7 0.9 1.2 0.9 1.1 1.2 0.6 0.8 0.9 0.7 0.8 1.0 0.8 1.5 1.1 0.9 1.1 1.0 1.31.71.21.51.0 0.8 1.2 1.8 1.3 1.01.41.0 1.3 1.2 0.8 0.9 0.91.1 1.41.0 1.3 0.8 0.6 1.21.41.01.10.7 0.61.1 1.41.0 1.2 0.7 0.61.1 1.41.0 1.3 0.8 0.6 1.21.40.91.10.7 0.7 1.0 0.9 1.31.40.9 1.0 0.7 0.3 0.11.0 1.2 0.8 0.9 1.2 1.0 1.4 1.3 0.9 1.2 1.2 1.2 1.5 0.9 0.9 0.8 0.9 1.4 0.7 0.8 1.1 0.9 1.1 1.4 0.7 0.7 0.9 0.8 1.0 1.4 0.7 0.7 1.0 0.8 1.0 1.4 0.7 0.8 1.1 0.9 1.1 1.5 0.8 1.2 0.9 0.7 0.9 1.0 1.1 1.5 0.5 0.2 0.11.01.41.01.40.9 0.9 1.3 1.2 1.21.40.91.11.31.4 1.50.9 0.9 0.7 0.6 1.01.51.0 1.2 0.8 0.6 1.21.50.9 1.0 0.7 0.61.1 1.50.9 1.0 0.7 0.6 1.01.51.0 1.2 0.9 0.81.4 1.1 1.1 1.10.7 0.8 0.8 0.3 0.21.2 0.9 0.9 1.4 1.0 1.4 1.2 0.9 1.2 1.3 1.2 1.6 1.1 1.2 1.1 1.2 1.6 0.7 0.6 0.8 0.8 0.9 1.5 0.8 0.7 1.0 0.9 1.1 1.6 0.7 0.7 0.9 0.8 1.0 1.5 0.7 0.7 0.9 0.9 1.0 1.6 0.9 1.1 1.1 0.8 1.2 1.2 1.0 1.2 0.5 0.21.51.0 1.31.10.9 1.31.11.21.51.01.1 1.4 1.4 1.71.01.11.0 0.71.1 1.40.8 0.8 0.7 0.6 1.0 1.6 0.91.10.9 0.61.1 1.50.8 0.9 0.8 0.6 1.01.50.9 0.9 0.8 0.7 1.2 1.2 1.0 1.3 0.8 1.01.10.41.0 1.2 1.3 0.9 1.1 1.2 1.2 1.7 1.2 1.4 1.4 1.2 1.8 0.9 0.7 1.0 1.1 1.1 1.5 0.7 0.6 0.8 0.9 0.9 1.6 0.8 0.6 0.9 1.0 1.0 1.5 0.7 0.6 0.8 0.9 1.0 1.6 0.8 0.6 0.8 0.7 1.0 1.3 0.9 1.3 0.61.21.1 1.51.01.1 1.41.6 2.3 2.01.51.3 0.8 1.01.50.9 1.01.10.7 0.9 1.3 0.8 0.8 0.8 0.6 0.91.50.7 0.6 0.7 0.5 0.9 1.3 0.8 0.8 0.8 0.6 0.91.50.8 0.8 0.7 0.71.10.5 0.21.1 1.7 1.2 1.5 2.0 2.4 2.4 1.8 1.0 1.1 1.3 1.0 1.6 0.9 0.6 1.0 1.3 1.0 1.4 0.7 0.5 0.7 0.9 0.40.6 0.9 0.9 1.5 0.7 0.6 0.8 1.0 0.9 1.5 0.7 0.4 0.3 0.2 0.11.42.3 2.2 1.81.71.6 1.2 1.6 1.0 1.0 1.2 0.7 0.81.40.9 1.0 1.2 0.7 0.8 1.0 0.5 0.30.5 0.9 0.6 0.8 1.3 0.8 0.8 0.9 0.5 0.2 0.2 0.1 0.12.4 2.5 2.0 1.2 1.1 1.3 1.0 1.6 0.9 0.6 0.9 1.4 1.0 1.4 0.9 0.6 1.0 1.3 0.50.3 0.5 0.9 1.3 1.0 1.4 0.7 0.3 0.2 0.1 0.11.71.2 1.6 1.0 0.9 1.2 0.7 0.7 1.3 0.9 0.9 1.3 0.7 0.71.10.8 0.50.3 0.6 1.3 0.9 0.9 1.2 0.5 0.2 0.1 0.11.3 1.0 1.4 1.0 0.6 0.8 1.4 1.0 1.3 0.9 0.5 0.7 1.4 0.9 1.1 0.6 0.30.2 0.3 0.7 1.3 0.9 1.4 0.8 0.4 0.2 0.11.0 0.8 0.6 1.2 0.9 0.7 1.2 0.8 0.4 0.4 0.5 0.7 1.3 0.7 0.5 0.8 0.50.3 0.5 0.8 0.7 0.7 1.2 0.7 0.3 0.2 0.20.5 0.5 0.3 1.4 0.9 0.6 0.6 0.5 0.4 0.4 0.4 0.5 0.5 0.5 0.8 1.5 0.8 0.9 0.6 0.4 0.9 1.6 0.9 0.9 0.7 0.5 0.4 0.3 0.30.8 0.7 0.91.10.8 1.0 0.8 0.7 0.9 0.7 0.9 0.7 0.6 1.0 0.7 0.7 0.71.40.8 0.6 0.9 1.0 1.01.70.9 1.0 0.7 0.7 0.81.3 1.1 1.1 1.4 0.8 1.4 1.0 1.0 1.5 0.9 1.5 1.0 0.8 1.5 0.8 0.5 0.5 0.6 0.5 0.8 1.7 1.0 1.1 1.0 0.8 1.4 1.0 1.0 1.30.7 0.7 0.8 0.8 0.7 0.8 0.7 0.7 0.9 0.7 0.9 0.9 1.01.11.0 0.8 0.6 0.6 0.6 0.71.11.0 1.8 1.3 0.7 0.8 0.8 0.7 0.81.3 1.1 1.1 1.4 0.8 1.4 1.1 1.0 1.5 0.9 1.5 1.5 2.0 2.2 2.1 1.7 1.3 1.0 1.5 0.9 1.5 1.1 1.3 1.7 0.9 1.4 1.1 1.0 1.30.9 0.8 0.8 0.9 0.7 0.9 0.8 0.8 1.0 0.81.1 1.1 1.41.6 1.6 1.3 1.0 0.8 1.0 0.7 1.0 0.8 0.8 1.0 0.7 1.0 0.8 0.8 0.90.6 0.6 0.5 0.7 0.6 0.7 0.6 0.6 0.7 0.6 0.8 0.7 1.0 1.1 1.1 0.9 0.7 0.6 0.7 0.5 0.7 0.6 0.6 0.7 0.6 0.7 0.6 0.6 0.61.3 1.01.11.3 0.81.41.0 1.01.50.9 1.61.52.0 2.2 2.11.71.31.1 1.50.91.50.9 1.01.40.81.4 1.11.0 1.30.9 0.8 0.9 1.0 0.7 1.0 0.8 0.8 1.1 0.8 1.1 1.1 1.3 1.4 1.4 1.2 0.9 0.8 1.0 0.8 1.1 0.8 0.8 1.0 0.7 1.0 0.9 0.8 0.90.9 0.8 0.8 1.0 0.7 1.0 0.9 0.81.10.8 1.0 0.80.4 0.5 0.7 1.0 0.8 1.0 0.8 0.8 1.0 0.7 1.0 0.9 0.8 0.91.2 1.0 1.0 1.4 0.8 1.4 1.1 1.0 1.5 0.8 1.4 0.90.2 0.3 0.8 1.4 0.9 1.4 0.9 0.9 1.4 0.8 1.4 1.1 1.0 1.30.6 0.6 0.5 0.7 0.6 0.7 0.6 0.6 0.6 0.6 0.70.2 0.2 0.5 0.6 0.5 0.7 0.6 0.6 0.7 0.6 0.7 0.6 0.6 0.60.8 0.8 0.8 0.9 0.6 1.0 0.8 0.8 1.0 0.7 0.9 0.60.2 0.2 0.6 0.9 0.7 1.0 0.7 0.8 1.0 0.7 1.0 0.8 0.8 0.91.3 1.01.11.3 0.81.41.0 1.01.50.81.40.80.1 0.3 0.81.40.91.50.9 1.01.40.81.41.0 1.0 1.30.7 0.7 0.7 0.8 0.6 0.8 0.7 0.7 0.8 0.7 0.8 0.6 0.3 0.1 0.1 0.1 0.3 0.5 0.8 0.7 0.8 0.7 0.7 0.8 0.7 0.8 0.7 0.7 0.71.31.1 1.1 1.40.81.4 1.11.01.50.81.40.8 0.3 0.2 0.1 0.2 0.3 0.81.40.91.50.9 0.91.40.8 1.3 1.0 1.0 1.30.8 0.8 0.8 0.9 0.6 0.9 0.8 0.8 1.0 0.7 0.9 0.6 0.3 0.2 0.2 0.2 0.3 0.6 0.9 0.7 1.0 0.7 0.7 0.9 0.6 0.9 0.7 0.7 0.80.6 0.6 0.5 0.6 0.6 0.7 0.6 0.6 0.7 0.6 0.7 0.5 0.5 0.5 0.4 0.5 0.4 0.6 0.6 0.5 0.6 0.6 0.6 0.6 0.41.3 1.0 1.1 1.3 0.8 1.4 1.0 1.0 1.5 0.8 1.4 1.0 0.9 1.4 0.8 1.4 1.0 1.1 1.3 0.7 1.4 1.0 0.9 1.4 0.50.9 0.8 0.9 1.0 0.7 1.0 0.9 0.81.10.8 1.0 0.8 0.8 1.0 0.7 1.0 0.9 0.9 1.0 0.7 1.0 0.8 0.8 1.0 0.50.9 0.9 0.9 1.0 0.7 1.0 0.9 0.9 1.1 0.8 1.1 0.9 0.8 1.1 0.8 1.0 0.9 0.9 1.0 0.7 1.0 0.8 0.8 1.0 0.51.4 1.1 1.1 1.50.91.51.21.11.6 0.9 1.61.1 1.11.6 0.91.51.2 1.21.50.8 1.3 1.0 0.91.51.2 1.0 0.6 1.2 0.8 1.3 1.1 1.0 1.3 0.7 1.30.9 1.3 0.9 1.3 1.0 0.9 1.2 0.61.31.1 1.1 1.40.81.4 1.11.01.50.91.51.0 1.01.50.91.4 1.1 1.11.3 0.40.7 0.7 0.7 0.8 0.6 0.8 0.8 0.7 0.9 0.7 0.9 0.7 0.7 0.8 0.7 0.8 0.7 0.7 0.7 0.41.3 1.01.1 1.40.71.41.0 0.91.50.81.41.0 1.01.40.81.41.0 1.0 1.3 0.40.8 0.7 0.7 0.8 0.5 0.8 0.7 0.6 0.8 0.6 0.8 0.6 0.6 0.8 0.6 0.8 0.7 0.6 0.7 0.31 fc1 fc1 fc1 fc1 fc1 fc1 fc1 fc1 fc1 fc1 fc1 fc1 fc1 fc1 fc1 fc1 fc1 fc1 fc1 fc1 fc1 fc1 fc1 fc1 fc1 fc1 fc1 fc1 fc1 fc1 fc1 fc1 fc1 fc1 fc1 fc1 fc1 fc1 fc1 fc1 fc1 fc1 fc1 fc1 fc1 fc1 fc1 fc1 fc1 fc2 fc2 fc1 fc1 fc1 fc1 fc1 fc1 fc1 fc1 fc1 fc1 fc1 fc1 fc1 fc1 fc1 fc1 fc1 fc1 fc1 fc1 fc1 fc1 fc1 fc1 fc1 fc1 fc1 fc1 fc1 fc1 fc1 fc1 fc1 fc1 fc1 fc1 fc1 fc1 fc1 fc1 fc1 fc1 fc1 fc1 fc1 fc1 fc1 fc1 fc1 fc1 fc0.5 fc0.5 fc0.5 fc0.5 fcBRIDGEWATER BANKSAINT LOUIS PARKMINNESOTASCALE:1/16" = 1'-0"ARCHITECTURAL LIGHTING LAYOUT30x421ARCHITECT:REVISION HISTORY:LAYOUT BY:DATE:SCALE:Federal copyright laws protect the intellectual property of designers bygiving copyright protection to plans and designs. The use of theseplans and specifications shall be restricted to the original site for whichthey were prepared and publication thereof is expressly limited to suchuse. Reproduction, publication, or reuse by any method, in whole or inpart, is prohibited. Plans cannot be modified or redrawn without thecopyright owner's written approval. Title to the plans andspecifications remain with Schuler Shook without prejudice.PHOTOMETRICP1 PARKINGAL100AS NOTED03-19-1804-11-18 NEW PROP LINE04-24-18 Reduce Light LevelsTHIS DRAWING INDICATESGENERAL LIGHTINGLAYOUT AND DESIGN OFLIGHTING SYSTEMS.REVIEW BY A QUALIFIEDENGINEER IS NECESSARYTO ASSURE SAFETY ANDCODE COMPLIANCE.PRELIMINARYNOT FOR CONSTRUCTIONFOR REFERENCEONLYREFER TO E-SERIESDRAWINGS FOR ELECTRICALFEEDS, DISCONNECTSWITCHES, CONDUIT, ANDWIRE FOR ALL LIGHTINGEQUIPMENT.DIVISION 26 CONTRACTORSHALL PROVIDE ANDINSTALL ALL LIGHTINGEQUIPMENT AND CONTROLWIRING INDICATED FOR ACOMPLETE AND OPERABLESYSTEM.219 MAIN STREET SE, SUITE 200MINNEAPOLIS, MN 55414T 612 339 5958 F 612 337 5097schulershook.com LIGHT LEVELS AT GRADE.NOTE THAT DUE TO TOPOGRAPHY,THE BUILDING ONLY HAS OPENINGSON THESE TWO EXPOSURES.NOTE: LIGHT LOSS FACTOR (LLF) INCLUDES A DIMMER.UPUPABCDEE.1FGNNM.1HJKM122.12.53456788.294.14.25.26.16.97.17.28.5O.19.19.29.25.36.27.3OPQN.5N.5J.1STAIR CP252STAIR AP250STAIR BP251MECHANICALP201TRASH /RECYCLING/ ORGANICSP202LOADINGAREAP203P2 PARKINGGARAGEP200P2 PARKINGGARAGEP200ELEVLOBBY 1P261ELEVLOBBY 2P264ELEV 1P260ELEV 2P262ELEV 3P263P200AP203BP203AP202AP202BP200BP252P201P251P261P264P250BIKE STORAGE(14)Max/Min Ratio = 2.80General Parking-DriveIlluminance (Fc)Average = 0.91Maximum = 1.4Minimum = 0.5Avg/Min Ratio = 1.82Max/Min Ratio = 2.80General Parking-DriveIlluminance (Fc)Average = 0.91Maximum = 1.4Minimum = 0.5Avg/Min Ratio = 1.82General Parking-Drive_3Illuminance (Fc)Average = 0.98Maximum = 1.5Minimum = 0.5Avg/Min Ratio = 1.96Max/Min Ratio = 3.00General Parking-Drive_3Illuminance (Fc)Average = 0.98Maximum = 1.5Minimum = 0.5Avg/Min Ratio = 1.96Max/Min Ratio = 3.00Luminaire ScheduleSymbolTotal Lamp LumensLLFTag740.80.200SURFACE DOWNLIGH0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.01.5 1.01.21.11.01.51.31.5 1.7 1.2 1.2 1.2 1.1 1.3 1.0 1.41.7 1.71.21.5 1.4 1.5 1.10.91.10.8 0.61.6 1.4 1.7 1.4 1.1 1.0 1.3 1.0 1.3 1.1 0.6 0.7 1.3 1.11.5 1.7 1.71.31.7 1.5 1.10.9 0.8 1.0 0.8 0.6 1.01.10.9 1.2 1.02.0 1.7 1.7 1.6 1.6 1.5 1.2 1.6 1.2 1.0 0.9 0.6 0.6 1.2 1.1 1.1 1.2 0.7 0.7 1.4 1.11.8 1.81.7 1.5 1.7 1.4 1.11.2 1.0 1.3 1.2 0.6 0.7 0.8 0.71.1 1.10.7 0.91.10.9 1.21.11.5 1.9 1.7 1.3 1.9 1.6 1.2 1.5 1.4 1.0 1.1 0.8 0.7 1.4 1.1 0.8 0.8 0.6 0.6 1.2 1.3 1.0 1.1 0.7 0.7 1.31.8 1.61.5 1.4 1.71.6 1.61.7 1.10.9 1.21.40.7 0.81.11.0 1.3 1.2 0.6 0.7 0.8 0.81.11.3 0.7 0.8 1.0 0.9 1.3 1.21.5 1.4 1.8 1.4 1.3 1.7 1.7 1.5 1.2 1.1 0.8 0.8 0.8 0.7 1.2 1.3 0.9 1.0 0.8 0.7 1.2 1.1 0.8 0.8 0.7 0.6 1.2 1.3 0.9 1.1 0.8 0.7 1.31.4 1.71.6 1.2 1.3 1.91.4 1.51.3 0.91.51.0 1.0 0.8 0.7 1.0 1.0 1.21.40.7 0.71.11.0 1.2 1.2 0.6 0.6 0.8 0.81.1 1.40.7 0.7 1.0 1.0 1.21.6 1.5 1.7 1.3 1.4 1.4 1.7 1.2 0.6 0.5 0.6 0.7 1.3 1.1 1.1 1.2 0.8 0.9 0.9 0.7 1.1 1.3 0.9 1.1 0.9 0.7 1.1 1.1 0.7 0.8 0.8 0.6 1.1 1.3 0.9 1.0 0.9 0.7 1.21.5 1.71.8 1.21.5 1.71.3 1.2 0.7 0.4 0.30.5 0.6 0.9 1.01.11.3 0.7 0.6 1.01.1 1.1 1.40.7 0.71.1 1.1 1.11.2 0.6 0.6 0.9 0.91.1 1.40.7 0.71.11.0 1.21.8 1.7 1.5 1.4 1.6 1.5 1.4 1.7 0.8 0.4 0.3 0.20.4 0.6 0.9 1.0 0.7 1.0 1.1 0.8 0.9 1.0 0.7 1.0 1.2 0.9 1.1 1.1 0.7 1.0 1.0 0.7 0.8 0.9 0.6 1.0 1.3 0.9 1.1 1.0 0.91.31.7 1.51.21.51.61.5 1.10.7 0.4 0.3 0.20.4 0.81.10.7 0.6 1.0 1.2 1.0 1.2 0.7 0.6 1.0 1.21.11.3 0.8 0.7 1.2 1.2 1.01.10.6 0.6 0.91.1 1.1 1.50.9 0.91.10.91.41.7 1.7 1.2 1.2 1.8 1.3 1.4 1.5 1.5 1.0 0.6 0.5 0.3 0.3 0.20.4 0.9 1.2 0.7 0.8 1.0 0.8 1.0 1.2 0.7 0.9 1.1 0.8 1.0 1.2 0.7 0.9 1.2 0.9 1.1 1.2 0.7 0.8 0.9 0.7 0.9 1.0 0.8 1.4 1.1 0.9 1.1 1.0 1.31.6 1.21.41.0 0.9 1.21.71.31.11.3 1.0 1.21.10.6 0.5 0.4 0.3 0.3 0.71.10.8 0.6 1.2 1.3 1.01.10.7 0.61.11.3 1.01.10.7 0.6 1.0 1.3 1.0 1.2 0.8 0.7 1.2 1.3 1.01.10.7 0.7 1.0 0.9 1.21.40.91.1 1.1 1.10.50.7 1.0 1.2 0.8 0.9 1.2 1.0 1.3 1.2 0.9 1.2 1.1 1.1 1.3 0.8 0.6 0.5 0.8 1.2 0.7 0.8 1.1 0.9 1.1 1.4 0.7 0.8 0.9 0.8 1.0 1.3 0.7 0.8 1.0 0.8 1.0 1.3 0.7 0.8 1.1 0.9 1.1 1.4 0.8 1.1 1.0 0.8 0.9 1.0 1.1 1.5 0.9 1.2 0.61.01.41.0 1.3 1.0 0.9 1.21.11.21.40.91.11.2 1.3 1.3 0.8 0.8 0.7 0.6 1.01.41.01.10.8 0.71.1 1.40.9 1.0 0.8 0.6 1.01.40.9 1.0 0.8 0.6 1.01.41.0 1.2 0.9 0.8 1.31.1 1.1 1.10.8 0.8 0.8 0.5 0.41.2 0.9 1.0 1.4 1.0 1.3 1.2 0.9 1.2 1.3 1.1 1.5 1.1 1.1 1.0 1.1 1.4 0.7 0.6 0.8 0.8 0.9 1.4 0.8 0.7 1.0 1.0 1.1 1.5 0.7 0.7 0.9 0.9 1.0 1.4 0.7 0.7 0.9 0.9 1.0 1.5 0.9 1.1 1.1 0.8 1.2 1.2 1.0 1.2 0.6 0.31.41.0 1.31.10.9 1.31.11.21.41.01.11.3 1.3 1.6 1.0 1.0 0.9 0.7 1.0 1.3 0.8 0.8 0.7 0.6 1.01.50.91.10.9 0.6 1.01.40.8 0.9 0.8 0.6 1.01.40.9 1.0 0.8 0.7 1.2 1.2 1.0 1.2 0.9 1.01.10.51.0 1.2 1.2 0.9 1.1 1.2 1.2 1.6 1.1 1.2 1.2 1.1 1.6 0.8 0.7 1.0 1.1 1.1 1.4 0.7 0.6 0.8 0.9 1.0 1.5 0.8 0.7 0.9 1.0 1.0 1.4 0.7 0.6 0.8 0.9 1.0 1.5 0.8 0.7 0.8 0.8 1.0 1.3 1.0 1.3 0.81.1 1.1 1.41.01.11.31.41.61.1 1.11.0 0.7 0.91.40.9 1.01.10.7 0.9 1.2 0.8 0.8 0.8 0.6 0.91.40.7 0.6 0.7 0.5 0.9 1.3 0.8 0.9 0.9 0.6 0.91.40.8 0.8 0.8 0.9 1.2 0.8 1.21.0 1.5 1.1 1.2 1.1 1.3 1.5 0.7 0.6 1.0 1.2 1.0 1.5 0.9 0.7 1.0 1.2 1.0 1.3 0.7 0.5 0.7 0.8 0.50.6 0.9 0.9 1.4 0.7 0.6 0.8 1.0 1.0 1.5 0.9 0.8 0.7 0.6 0.9 0.61.2 1.61.1 1.10.9 0.6 0.81.41.0 1.01.10.7 0.9 1.3 0.9 1.0 1.2 0.7 0.8 1.0 0.5 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1.01.40.91.40.9 1.0 1.3 0.8 1.3 1.0 1.0 1.20.7 0.7 0.8 0.8 0.7 0.8 0.8 0.8 0.9 0.7 0.9 0.8 0.7 0.9 0.7 0.9 0.8 0.7 0.9 0.7 0.9 0.7 0.7 0.8 0.7 0.8 0.8 0.7 0.81.2 1.0 1.0 1.3 0.8 1.3 1.0 1.01.40.91.41.0 1.01.40.91.41.0 1.01.40.91.40.9 0.91.40.8 1.3 1.0 1.0 1.20.7 0.7 0.7 0.9 0.7 0.9 0.8 0.8 1.0 0.7 1.0 0.8 0.8 1.0 0.7 1.0 0.8 0.8 1.0 0.7 1.0 0.8 0.7 0.9 0.6 0.8 0.7 0.7 0.80.6 0.6 0.7 0.6 0.6 0.7 0.6 0.7 0.5 0.6 0.7 0.6 0.7 0.6 0.6 0.7 0.5 0.7 0.6 0.6 0.6 0.5 0.4 0.3 0.3 0.31.2 0.8 1.3 1.0 1.0 1.4 0.9 1.4 1.0 1.0 1.4 0.8 1.3 1.0 1.1 1.3 0.8 1.3 1.0 0.9 1.3 0.5 0.20.9 0.7 1.0 0.9 0.91.10.81.10.9 0.9 1.0 0.8 1.0 0.9 0.9 1.0 0.7 1.0 0.8 0.8 0.9 0.5 0.30.9 0.7 1.0 0.9 0.9 1.1 0.8 1.1 0.9 0.9 1.1 0.8 1.1 0.9 0.9 1.0 0.7 1.0 0.9 0.8 1.0 0.51.40.91.41.21.1 1.50.91.5 1.1 1.1 1.51.01.41.2 1.21.40.8 1.2 1.0 0.91.41.2 0.8 1.2 1.1 1.0 1.3 0.7 1.30.9 1.3 0.9 1.3 1.0 0.9 1.2 0.7 0.5 0.5 0.51.2 0.8 1.31.11.01.40.91.41.0 1.01.40.91.4 1.1 1.11.2 0.5 0.20.8 0.6 0.8 0.8 0.8 0.9 0.7 0.9 0.8 0.7 0.9 0.7 0.8 0.8 0.7 0.7 0.41.2 0.7 1.3 1.0 0.91.40.9 1.3 1.0 0.9 1.3 0.8 1.3 1.0 1.0 1.2 0.40.7 0.5 0.8 0.7 0.6 0.8 0.6 0.8 0.7 0.6 0.8 0.6 0.8 0.7 0.6 0.7 0.32 fc1 fc1 fc1 fc1 fc1 fc1 fc1 fc1 fc1 fc1 fc1 fc1 fc1 fc1 fc1 fc1 fc1 fc1 fc1 fc1 fc1 fc1 fc1 fc1 fc1 fc1 fc1 fc1 fc1 fc1 fc1 fc1 fc1 fc1 fc1 fc1 fc1 fc1 fc1 fc1 fc1 fc1 fc1 fc1 fc1 fc1 fc1 fc1 fc1 fc1 fc1 fc0.5 fc0.5 fc0.5 fc0.5 fcBRIDGEWATER BANKSAINT LOUIS PARKMINNESOTASCALE:1/16" = 1'-0"ARCHITECTURAL LIGHTING LAYOUT30x421ARCHITECT:REVISION HISTORY:LAYOUT BY:DATE:SCALE:Federal copyright laws protect the intellectual property of designers bygiving copyright protection to plans and designs. The use of theseplans and specifications shall be restricted to the original site for whichthey were prepared and publication thereof is expressly limited to suchuse. Reproduction, publication, or reuse by any method, in whole or inpart, is prohibited. Plans cannot be modified or redrawn without thecopyright owner's written approval. Title to the plans andspecifications remain with Schuler Shook without prejudice.PHOTOMETRICP2 PARKINGAL102AS NOTED03-19-1804-19-18 NEW PROP LINE04-24-18 Reduce Light LevelsTHIS DRAWING INDICATESGENERAL LIGHTINGLAYOUT AND DESIGN OFLIGHTING SYSTEMS.REVIEW BY A QUALIFIEDENGINEER IS NECESSARYTO ASSURE SAFETY ANDCODE COMPLIANCE.PRELIMINARYNOT FOR CONSTRUCTIONFOR REFERENCEONLYREFER TO E-SERIESDRAWINGS FOR ELECTRICALFEEDS, DISCONNECTSWITCHES, CONDUIT, ANDWIRE FOR ALL LIGHTINGEQUIPMENT.DIVISION 26 CONTRACTORSHALL PROVIDE ANDINSTALL ALL LIGHTINGEQUIPMENT AND CONTROLWIRING INDICATED FOR ACOMPLETE AND OPERABLESYSTEM.219 MAIN STREET SE, SUITE 200MINNEAPOLIS, MN 55414T 612 339 5958 F 612 337 5097schulershook.com Memorandum www.srfconsulting.com One Carlson Parkway North, Suite 150 | Minneapolis, MN 55447-4453 | 763.475.0010 Fax: 1.866.440.6364 An Equal Opportunity Employer SRF No. 10962,00 To: Jack Sullivan, Senior Engineering Project Manager City of St. Louis Park From: Matt Pacyna, PE, Principal Emily Gross, PE, Associate Date: March 13, 2018 Subject: Monterey Drive Multimodal Corridor Study Introduction SRF has completed a multimodal corridor study for Monterey Drive between Beltline Boulevard and Excelsior Boulevard in the City of St. Louis Park. The City is considering modification to Monterey Drive between Beltline Boulevard and Park Commons to improve multimodal transportation within this area. Planned multimodal improvements include the addition of on-street bike lanes, sidewalk enhancements, and roadway/traffic control modifications to better accommodate all modes of transportation within the area. Therefore, the main objectives of this study are to review existing operations within the study area, evaluate transportation changes if Monterey Drive was converted to a three-lane roadway, and develop a corridor layout to illustrate the various multimodal improvements. The following sections provide the assumptions, analysis, and study findings and recommendations offered for consideration. Data Collection Various data collection efforts have been conducted in the study area since October 2014, which has allowed opportunities for comparison and a better understanding of differences between traffic volumes during multiple times of the year. Most recently, SRF collected 13-hour vehicular turning movement, pedestrian, and bicyclist counts in July 2017 at the following study intersections: 1) Excelsior Boulevard and Monterey Drive 2) Monterey Drive and Park Commons Drive 3) Monterey Drive and 36th-1/2 Street 4) Monterey Drive and Beltline Boulevard Hourly Traffic Volume Profile Average daily traffic (ADT) volumes along Monterey Drive currently range from approximately 9,000 to 13,000 vehicles per day (vpd). The 13-hour counts collected on Monterey Drive at Park Commons Drive, 36-1/2 Street, and Beltline Boulevard were further reviewed to better understand the hourly volume profile along the corridor. As shown in Figure 1, volumes peak between 4:00 and 6:00 p.m. while other hours of the day are lower than this peak period. Jack Sullivan, City of St. Louis Park March 13, 2018 Monterey Drive Multimodal Corridor Study Page 2 Figure 1. Hourly Traffic Volumes on Monterey Drive Roadway Characteristics In addition to the intersection turning movement counts, observations were completed to identify roadway characteristics within the study area (i.e. roadway geometry, posted speed limits, and traffic controls). Currently, Excelsior Boulevard is a four-lane divided roadway with a posted speed limit of 35 miles per hour (mph). Monterey Drive, north of Park Commons Drive, is a four -lane undivided roadway. South of Park Commons Drive, Monterey Drive is a two-lane divided roadway with turn lanes. The posted speed limit along Monterey Drive is 30 mph. The Monterey Drive intersections at Excelsior Boulevard and Beltline Boulevard are signalized, while the 36-1/2 Street and Park Commons Drive intersections are unsignalized with side-street stop control. Existing geometrics, traffic controls, and volumes are shown in Figure 2. Observations The following safety and operational issues were observed and are important to note: 1) Southbound queues from the Excelsior Boulevard/Monterey Drive intersection have been observed to queue beyond the Park Commons Drive intersection anywhere between 15 and 75 percent of the p.m. peak period over the past few years. This variability is due to fluctuations in traffic volumes and recent signal timing modifications implemented in 2017, which reduced the time southbound queues impact the eastbound left- and northbound left-turn maneuverability. a) Motorists turning into/out of Park Commons Drive were observed to only be able to make these turns when the intersection was blocked and motorists would allow these movements. b) The southbound queue from the Excelsior Boulevard/Monterey Drive intersection obstructs the view of oncoming traffic, creating a safety concern. c) The delays/congestion at the Monterey Drive/Park Commons Drive intersection led to motorists making aggressive movements and/or not obeying traffic laws. 0 200 400 600 800 1000 1200 1400 1600 6:00 AM7:00 AM8:00 AM9:00 AM10:00 AM11:00 AM12:00 PM1:00 PM2:00 PM3:00 PM4:00 PM5:00 PM6:00 PMTwo-Way Traffic Volumesat Park Commons at 36-1/2 Street "at Beltline Blvd" celsio r Bl v d Mont e r e y D r 36th-1/2 S t Kipling AvePark C o m m o n s D r 13,100 9,30010962.00 March 2018 Existing Conditions Monterey Drive Multimodal Corridor Study City of St. Louis Park Figure 2NORTHNorthH:\Projects\10000\10962\TS\Three-Lane Monterey Memo\Figures3 8 t h S t Exc el si or Blv d 181 (224)548 (531) 3 (6) 0 (3)(19) 7(149) 63(911) 3 69 (57) 36 2 ( 2 ) 1 7 4 ( 1 4 6 ) 5 9 ( 3 1 ) ( 3 8 5 ) 1 3 3 ( 3 4 4 ) 1 1 7 ( 1 4 1 ) 9 2Mo n t e r e y D r Park C o m m o n s D r Mo n t e r e y D r (50) 6 3 (103) 4 0 3 7 8 ( 4 3 2 ) 4 0 ( 8 7 ) ( 7 6 7 ) 3 0 2 ( 1 4 3 ) 6 136th-1/2 St SLP Rec Center Mo n t e r e y D r(56) 37(6) 0(36) 32218 (117)1 (6)12 (8)2 ( 7 ) 4 2 5 ( 4 5 2 ) 1 4 ( 2 3 ) ( 7 7 ) 2 9 ( 8 6 6 ) 3 1 9 ( 4 ) 1 - A.M. Peak Hour Volume (7:45 - 8:45 A.M.) - P.M. Peak Hour Volume (4:45 - 5:45 A.M.) - Year 2017 Average Daily Traffic Volumes - Side-Street Stop Control - Traffic Signal Control Excelsior Blvd 270 (297) 410 (328) (325) 175 (497) 187 190 (250)162 (450)Beltline Blvd Jack Sullivan, City of St. Louis Park March 13, 2018 Monterey Drive Multimodal Corridor Study Page 4 2) Eastbound queues at the Monterey Drive/Park Commons Drive intersection impacted the Trader Joe’s driveway approximately 35 percent of the p.m. peak hour. 3) Westbound queues on Park Commons Drive were observed to extend to Monterey Drive, which was a result of eastbound queues blocking access to the Trader Joe’s driveway. a) When these queues extended to Monterey Drive, motorists making a southbound right- or northbound left-turn from Monterey Drive had to wait until the queues cleared. In addition, eastbound left-turning motorists along Park Commons Drive were observed turning in-front of northbound left-turning motorists, which is an illegal maneuver. 4) Several north/south pedestrian and/or bicyclist conflicts were observed during the p.m. peak period at the Monterey Drive/Park Commons Drive intersection along the west approach. Two pedestrians were observed crossing Monterey Drive (east/west) during the p.m. peak hour. 5) The City recently installed a rectangular rapid flashing beacon (RRFB) at the north approach of the Monterey Drive/36th-1/2 Street intersection. Based on observations when a pedestrian activated the RRFB, motorist compliance was low. Monterey Drive Three-Lane Facility The City is considering modifying Monterey Drive (between Beltline Boulevard and Park Commons Drive) to a three-lane facility (i.e. a two-lane roadway with a center left-turn lane or a divided two-lane roadway with turn lanes) to accommodate on-street bike lanes and a widened sidewalk on the east side of Monterey Drive. In addition, a three-lane facility would improve the pedestrian-crossing condition at 36-1/2 Street by reducing the crossing distance and the potential for multiple-threat-collisions (i.e. when a vehicle in one through lane is stopped for a pedestrian and obstructs the vision of a motorist in the adjacent through lane). The effectiveness (i.e. driver compliance) of the current RRFP at the Monterey Drive/36th-1/2 Street intersection would be improved under a three-lane condition. Furthermore, a three-lane configuration has the potential to lower average travel speeds compared to a multi-lane configuration, which improves the multimodal environment. ADT volumes within this segment of Monterey Drive currently range from approximately 9,000 vpd near Excelsior Boulevard to 13,000 vpd west of Beltline Boulevard. Based on planning-level thresholds, these volumes are within the acceptable capacity range for a three-lane facility. Per FHWA’s Road Diet Informational Guide, ADTs under 20,000 vpd may be good candidates for a Road Diet. In addition, from a planning level perspective, hourly volumes along Monterey Drive were reviewed to determine where and how often the directional volumes would be expected to exceed the guidance thresholds identified in FHWA’s Road Diet Informational Guide, which state: • Probably feasible at or below 750 vehicles per hour per direction (vphpd) during the peak hour • Consider cautiously between 750 and 875 vphpd during the peak hour • Feasibility less likely above 875 vphpd during the peak hour Jack Sullivan, City of St. Louis Park March 13, 2018 Monterey Drive Multimodal Corridor Study Page 5 A review of the hourly traffic volumes by direction on Monterey Drive indicates that traffic volumes are below 750 vphpd except during the weekday p.m. peak period where they exceed 900 vpdpd in the southbound direction. While the traffic volumes exceed the recommended thresholds for one to two hours a day, further analysis is needed to understand the delays/queues expected on Monterey Drive if converted to a three-lane facility. To understand the changes, an intersection capacity analysis was conducted during the a.m. and p.m. peak hours to compare traffic operations under the existing and three-lane roadway configuration. Intersection Capacity Analysis An intersection capacity analysis was completed for the existing roadway configuration and the three- lane roadway configuration on Monterey Drive between Beltline Boulevard and Excelsior Boulevard. The capacity analysis was completed for the a.m. and p.m. peak hours at the study intersections and was analyzed using Synchro/SimTraffic software. It should be noted that the signal timing on Excelsior Boulevard was updated in the Fall of 2017 and was included in this capacity analysis. Capacity analysis results identify a Level of Service (LOS) which indicates how well an intersection is operating. Intersections are ranked from LOS A through LOS F. The LOS results are based on average delay per vehicle, which correspond to the delay threshold values shown in Table 1. LOS A indicates the best traffic operation, while LOS F indicates an intersection where demand exceeds capacity. Overall intersection LOS A though LOS D is generally considered acceptable in the Twin Cities area. Table 1. Level of Service Criteria for Signalized and Unsignalized Intersections LOS Designation Signalized Intersection Average Delay/Vehicle (seconds) Unsignalized Intersection Average Delay/Vehicle (seconds) A ≤ 10 ≤ 10 B > 10 - 20 > 10 - 15 C > 20 - 35 > 15 - 25 D > 35 - 55 > 25 - 35 E > 55 - 80 > 35 - 50 F > 80 > 50 For side-street stop controlled intersections, special emphasis is given to providing an estimate for the level of service of the side-street approach. Traffic operations at an unsignalized intersection with side-street stop control can be described in two ways. First, consideration is given to the overall intersection level of service. This takes into account the total number of vehicles entering the intersection and the capability of the intersection to support these volumes. Second, it is important to consider the delay on the minor approach. Since the mainline does not have to stop, the majority of delay is attributed to the side-street approaches. It is typical of intersections with higher mainline traffic volumes to experience high levels of delay (i.e. poor levels of service) on the side-street approaches, but an acceptable overall intersection level of service during peak hour conditions. Jack Sullivan, City of St. Louis Park March 13, 2018 Monterey Drive Multimodal Corridor Study Page 6 Results of the intersection capacity analysis shown in Table 2 indicate that all study intersections operate at an acceptable overall LOS C or better during the a.m. and p.m. peak hours under both the existing and three-lane roadway configurations. However, access from Park Commons Drive to Monterey Drive is challenging under both the existing and three-lane configurations during the p.m. peak period (generally between 4:30 p.m. and 6:00 p.m.). This results in average delays of approximately one-minute for all Park Commons Drive motorists to access Monterey Drive, with some maneuvers (e.g. the eastbound left-turn) taking longer. Table 2. Intersection Capacity Analysis (Existing 4-Lane versus 3-Lane Configuration Comparison) Monterey Drive Intersections Existing (4-Lane) Proposed (3-Lane) LOS Delay LOS Delay A.M. Peak Hour Beltline Boulevard A 9 sec. B (2) 10 sec. (2) 36th-1/2 Street (1) A/A 8 sec. A/A 9 sec. Park Commons Drive (1) A/A 8 sec. A/B 10 sec. Excelsior Boulevard C 20 sec. C 20 sec. P.M. Peak Hour Beltline Boulevard B 16 sec. B (2) 19 sec. (2) 36th-1/2 Street (1) A/C 23 sec. A/C 20 sec. Park Commons Drive (1) B/F 70 to 75 sec. B/F 70 to 75 sec. Excelsior Boulevard C 25 sec. C 24 sec. (1) Indicates an unsignalized intersection with side-street stop control, where the overall LOS is shown followed by the worst approach LOS. The delay shown represents the worst side-street approach delay. (2) Includes revised intersection geometry to facilitate the three-lane transition, which is identified later in this document. Comparing the intersection capacity analysis for the existing four-lane and three-lane roadway configurations indicates that both are expected to operate acceptably. Similar southbound queues on Monterey Drive at the Excelsior Boulevard intersection are expected for the existing four- and three- lane roadway configurations during the p.m. peak hour. This is primarily a result of minor changes to the current Excelsior Boulevard/Monterey Drive intersection lane configurations (i.e. the 3-lane configuration has more influence north of Park Commons Drive). The southbound queues north of Park Commons Drive increase by three to four vehicles as a result of the three-lane modification. Therefore, the three-lane roadway configuration on Monterey Drive is reasonable and will function well from a traffic capacity perspective. Additional review of the access, traffic control, and turn lane needs at the key intersections are summarized in the following sections to better understand the most appropriate roadway, access, and traffic control configurations along the Monterey Drive corridor. Jack Sullivan, City of St. Louis Park March 13, 2018 Monterey Drive Multimodal Corridor Study Page 7 Rec Center Access City staff has indicated a desire to provide improved access to the Rec Center. Therefore, a new Rec Center access, located opposite of Beltline Boulevard was reviewed as part of this corridor study. This access, which is currently enter only, would be modified to allow traffic to exit the Rec Center via the Beltline Boulevard intersection. The following Beltline Boulevard section incorporates this access. Beltline Boulevard Intersection Two traffic control options were considered at the Monterey Drive/Beltline Boulevard intersection; a traffic signal and a hybrid roundabout, in addition to the existing configuration. Both traffic control options facilitate the transition between the four-lane 36th Street and potential 3-lane Monterey Drive, albeit in different configurations. The two traffic control options (and following analysis) include the modified Rec Center access previously noted. The existing 4-lane signal is provided for reference. An intersection capacity analysis was conducted for both traffic control options using Synchro/ SimTraffic to illustrate the operational differences between the two options. Results of the intersection capacity analysis shown in Table 3 indicate that both traffic control options are expected to operate at an acceptable LOS C or better during the a.m. and p.m. peak hours. The hybrid roundabout is expected to have lower average vehicle delay during the both peak and non-peak periods. However, further discussion with project staff should occur to evaluate other factors related to the hybrid roundabout option, such as pedestrian access, off-peak operations, right-of-way impacts, and costs, amongst others. Table 3. Intersection Capacity Analysis at Beltline Boulevard Monterey Drive Intersection 4-Lane Signal (Existing) 3-Lane Signal 3-Lane Hybrid Roundabout LOS Delay LOS Delay LOS Delay A.M. Peak Hour Beltline Boulevard A 9 sec. B 12 sec. A 7 sec. P.M. Peak Hour Beltline Boulevard B 16 sec. C 26 sec. B 12 sec. Under the three-lane signal traffic control option during the p.m. peak hour, eastbound left-turn queues are expected to extend approximately 300 feet, and westbound left- and right-turn queues are expected to extend approximately 50 feet and 185 feet, respectively. The turn lanes for the traffic signal alternative should be designed to accommodate these queues. No queuing issues are expected with the roundabout traffic control option. Jack Sullivan, City of St. Louis Park March 13, 2018 Monterey Drive Multimodal Corridor Study Page 8 36-1/2 Street Intersection Two traffic control options were considered at the Monterey Drive/36-1/2 Street intersection: an unsignalized side-street stop control and a single-lane roundabout. A cursory intersection capacity analysis was conducted for both traffic control options. The results indicate that with the side-street stop control option, the side-street approaches (i.e. 36-1/2 Street) are expected to operate at an acceptable LOS C or better during the a.m. and p.m. peak hours. With the single-lane roundabout option, the southbound approach is expected to be near capacity during the existing p.m. peak hour, which facilitates a need to continue two southbound lanes into the 36th-1/2 Street roundabout. This creates an additional complex conflict location with the desired on- street bike lanes. Therefore, since the side-street stop control intersection is expected to provide better traffic operations, the Monterey Drive/36-1/2 Street intersection is recommended to remain as an unsignalized side-street stop intersection. Park Commons Drive Intersection As noted within the observations section, there are existing safety and operational issues for eastbound left-turning motorists at the Monterey Drive/Park Commons Drive intersection. The average eastbound delay at Park Commons Drive for both the existing and three-lane roadway configurations is expected to be approximately one-minute. Therefore, to address the safety/operational issues, as well as to create a safer/more cohesive pedestrian/bicyclist network, a three-quarter access at the Monterey Drive/Park Commons Drive intersection was evaluated, which restricts the eastbound left- turn movement but allows all other movements. Existing traffic volumes were modified to restrict eastbound left-turn movements at the Monterey Drive/Park Commons Drive intersection. Motorists were rerouted to either make a southbound left- turn at the Excelsior Boulevard/Grand Way intersection to an eastbound left-turn at the Monterey Drive/Excelsior Boulevard intersection or to make a southbound U-turn at the Monterey Drive/ Excelsior Boulevard intersection. To accommodate the southbound U-turn at the Monterey Drive/ Excelsior Boulevard intersection modifications will be needed to the intersection. For purposes of this analysis, 50 percent of the eastbound left-turning vehicles from Park Commons Drive were rerouted as southbound U-turns along Monterey Drive at Excelsior Boulevard. An intersection capacity analysis was conducted to compare a full- and three-quarter access at the Monterey Drive/Park Commons Drive intersection. Results of this analysis shown in Table 4 indicate that the average eastbound delay at Park Commons is expected to improve with the three-quarter access. A comparison of the Monterey Drive/Park Commons Drive intersection under the full- and three-quarter access conditions indicates that the 95th percentile eastbound approach queues are expected to extend approximately 235 feet and 180 feet, respectively. Average queues are expected to extend approximately 115 feet and 80 feet, respectively. The Trader Joe’s access to Park Commons Drive is approximately 100 west of Monterey Drive. Therefore, the three-quarter access is not expected to impact operations at the Monterey Drive/Excelsior Boulevard intersection. Therefore, to address both the safety and operational issues, the three-quarter access is recommended. Jack Sullivan, City of St. Louis Park March 13, 2018 Monterey Drive Multimodal Corridor Study Page 9 Table 4. Intersection Capacity Analysis (Full-Access versus 3/4-Access) Monterey Drive Intersections 3-Lane (Full Access) 3-Lane (3/4 Access) LOS Delay LOS Delay A.M. Peak Hour Park Commons Drive (1) A/B 10 sec. A/A 4 sec. Excelsior Boulevard C 20 sec. C 20 sec. P.M. Peak Hour Park Commons Drive (1) B/F 70 to 75 sec. B/D 34 sec. Excelsior Boulevard C 24 sec. C 25 sec. (1) Indicates an unsignalized intersection with side-street stop control, where the overall LOS is shown followed by the worst approach LOS. The delay shown represents the worst side-street approach delay. Southbound Monterey Drive U-Turns at Excelsior Boulevard To further understand impacts of potential U-turns resulting from the Park Commons Drive three- quarter access modification, sensitivity tests were conducted that assumed zero (0) percent, 50 percent, and 100 percent of existing eastbound left-turn motorists at the Monterey Drive/Park Commons Drive intersection would reroute to make a southbound U-turn at the Monterey Drive/Excelsior Boulevard intersection. As mentioned earlier, the previous analysis results shown in Table 4 assumed 50 percent would make a U-turn. Results of the sensitivity tests indicate that the Monetary Drive/ Excelsior Boulevard intersection will operate similarly (i.e. within one overall second of each other) under each of the U-Turn sensitivity tests. Southbound queues lengths will vary by approximately one to two vehicles under each of these sensitivity tests. Therefore, allowing the southbound U-Turns does not have a significant impact from a capacity perspective. Preliminary Multimodal Corridor Layout Based on the capacity analysis results, a three-lane roadway configuration along Monterey Drive is reasonable and not expected to significantly change overall corridor or intersection operations from a vehicular capacity perspective. Therefore, a preliminary layout was developed to illustrate the corridor vision incorporating the various multimodal, traffic control, and access improvements. The preliminary corridor layout is shown in Figure 3. Year 2040 Conditions Historical traffic volume trends were reviewed to develop year 2040 traffic volumes at the key intersections along the corridor to understand how the proposed three-lane roadway configuration will operate in the future. A review of the historical trends indicates that traffic volumes along Monterey Drive have not significantly changed since 2000. It should be noted that there were years when the traffic volumes were higher than year 2017 conditions, as well years when traffic volumes were lower. In general, traffic volumes have remained relatively steady for the last decade or more and are expected to remain relatively steady into the future. Jack Sullivan, City of St. Louis Park March 13, 2018 Monterey Drive Multimodal Corridor Study Page 10 Therefore to provide a conservative review, a one-half percent per year growth rate was applied to the existing traffic volumes to develop year 2040 traffic volumes. Based on these volumes, an additional capacity analysis was completed. Results of the analysis indicate that all key intersections will continue to operate at acceptable overall LOS C or better under year 2040 conditions with the proposed layout. Queues and approach delays are expected to be relatively similar to existing conditions, with minor increases as a result of the assumed growth. H:\Projects\10000\10962\TS\Documents\10962_Final_MontereyDrive_MultimodalCorridorStudy_180313.docx PRELIMINARY CONCEPT 10962.00 March 2018 Monterey Drive Layout Monterey Drive Multimodal Corridor Study City of St. Louis Park Figure 3H:\Projects\10000\10962\TS\Three-Lane Monterey Memo\Figures Memorandum ONE CARLSON PARKWAY, SUITE 150 | MINNEAPOLIS, MN 55447 | 763.475.0010 | WWW.SRFCONSULTING.COM SRF No. 10857.00 To: Sean Walther, Planning & Zoning Supervisor City of St. Louis Park From: Matt Pacyna, PE, Principal Emily Gross, PE, Associate Date: February 8, 2018 Subject: 4400 Excelsior Boulevard Traffic Study Introduction SRF has completed a traffic study for the proposed 4400 Excelsior Boulevard development in the City of St. Louis Park (see Figure 1: Project Location). The main objectives of this study are to review existing operations within the study area, evaluate traffic impacts to the adjacent roadway network, and recommend any necessary improvements to accommodate the proposed development. It should be noted that several land use and site configurations have been reviewed for the subject site over the past few years. However, the current proposed plan represents a change in land use type and scale from the previous efforts, which warrants reevaluation. Therefore, the following sections provide the assumptions, analysis, and study conclusions and recommendations offered for consideration. Study Background SRF has worked closely with City staff over the past few years to evaluate traffic operations within the general study area. These efforts have reviewed historical traffic volume/land use trends, identified safety concerns and potential improvements at area intersections, evaluated previous development proposals for the subject site, and developed multimodal improvements associated with the City’s Connect the Park vision. Based on the findings of these various efforts, transportation impacts related to the proposed development site have primarily been along the roadways immediately adjacent to the subject site. Although this study reviewed a broader area from a modeling perspective, the reported results focus on the most current evaluation along Monterey Drive, Excelsior Boulevard, Kipling Avenue, and 36-1/2 Street. By simplifying the reported study area, potential transportation impacts related to the proposed development can be more easily defined. Existing Conditions The existing conditions were reviewed to establish a baseline in order to identify any future impacts associated with the proposed development. The evaluation of existing conditions includes peak period intersection turning movement counts, field observations, and an intersection capacity analysis. 01710857 January 2018 Project Location 4400 Excelsior Boulevard Traffic Study Saint Louis Park, MN Figure 1H:\Projects\10000\10857\TS\Figures\Updated_January 2018\Fig01_Project Location.cdr100 France AveExcel si o r Bl v d CSAH 2 5 Mo n t e r e y D r 36th St Belt Line BlvdProject LocationNORTHNorth Sean Walther February 8, 2018 City of St. Louis Park 4400 Excelsior Boulevard Traffic Study Page 3 Intersection Counts Various data collection efforts have been conducted within the study area since October 2014, which has allowed opportunities for comparison and a better understanding of differences between traffic volumes throughout the time of the year. Most recently, SRF collected 13-hour vehicular turning movement, pedestrian, and bicyclist counts in July 2017 at the following study intersections, which is the basis for this study: 1) Monterey Drive and 36th-1/2 Street 2) Monterey Drive and Park Commons Drive 3) Monterey Drive and Excelsior Boulevard 4) Excelsior Boulevard and Kipling Avenue In addition, daily traffic volumes were collected on 36th-1/2 Street, east of Monterey Drive and west of Kipling Avenue, to supplement the year 2017 daily traffic volumes collected by the City. Roadway Characteristics In addition to the intersection counts, observations were completed to identify roadway characteristics within the study area (i.e. roadway geometry, posted speed limits, and traffic controls). Currently, Excelsior Boulevard is a four-lane divided roadway with a posted speed limit of 35 miles per hour (mph). Monterey Drive, north of Park Commons Drive, is a four-lane undivided roadway, while south of Park Commons Drive, Monterey Drive is a two-lane divided roadway with turn lanes. The posted speed limit along Monterey Drive is 30 mph. The remaining study roadways are relatively low-speed, two-lane undivided local streets. The Monterey Drive/Excelsior Boulevard intersection is signalized, while the other study intersections are unsignalized with side-street stop control. Full access is currently provided at each of the study intersections. Existing geometrics, traffic controls, and volumes within the study area are shown in Figure 2. Existing Intersection Capacity Analysis An existing intersection capacity analysis was completed to establish baseline conditions to which future traffic operations can be compared. The capacity analysis was completed for the a.m. and p.m. peak hours at the study intersections and was analyzed using Synchro/SimTraffic software. Capacity analysis results identify a Level of Service (LOS) which indicates how well an intersection is operating. Intersections are ranked from LOS A through LOS F. The LOS results are based on average delay per vehicle, which correspond to the delay threshold values shown in Table 1. LOS A indicates the best traffic operation, while LOS F indicates an intersection where demand exceeds capacity. Overall intersection LOS A though LOS D is generally considered acceptable in the Twin Cities area. 01710857 January 2018 Existing Conditions 4400 Excelsior Boulevard Traffic Study City of St. Louis Park, MN Figure 2NORTHNorthH:\Projects\10485\TSFigures\Updated_January 2018\Fig02_Existing Conditions.pdf36th-1/2 St Kipling Ave(16) 4(10) 4(20) 020 (4)4 (8)0 (0)4 (4) 132 (66) 0 (4) (16) 12 (28) 8 (22) 12 K i p l i n g A v e Excelsior Blvd5 (8)714 (735)6 (27)9 (20)(4) 3(49) 9(1,238) 487(10) 51 2 ( 2 3 ) 0 ( 4 ) 3 ( 2 ) (2 0 ) 4 (2 ) 1 (2 3 ) 1 7 3 8 t h S t Exc el si or Blv d 181 (224)548 (531) 3 (6) 0 (3)(19) 7(149) 63(911) 3 69 (57) 36 2 ( 2 ) 1 7 4 ( 1 4 6 ) 5 9 ( 3 1 ) ( 3 8 5 ) 1 3 3 ( 3 4 4 ) 1 1 7 ( 1 4 1 ) 9 2Mo n t e r e y D r Park C o m m o n s D r Mont e r e y D r (50) 6 3 (103) 4 0 3 7 8 ( 4 3 2 ) 4 0 ( 8 7 ) ( 7 6 7 ) 3 0 2 ( 1 4 3 ) 6 1 36th-1/2 St SLP Rec Ce nter Mo n t e r e y D r(56) 37(6) 0(36) 32218 (117)1 (6)12 (8)2 ( 7 ) 4 2 5 ( 4 5 2 ) 1 4 ( 2 3 ) ( 7 7 ) 2 9 ( 8 6 6 ) 3 1 9 ( 4 ) 1 Excel s i o r B l v d Mont e r e y D r 36th-1/2 S t Kipling AveExcelsior Blvd 19,900 9 , 2 0 0 3,400 800 18,600 1 1 , 1 0 0 3,300 LEGEND - A.M. Peak Hour Volume (7:45 - 8:45 A.M.) - P.M. Peak Hour Volume (4:45 - 5:45 P.M.) - Estimated Year 2017 Average Daily Traffic (ADT) Volumes - Side-Street Stop Control - Traffic Signal Control XX (XX) X,XXX 2,050 Sean Walther February 8, 2018 City of St. Louis Park 4400 Excelsior Boulevard Traffic Study Page 5 Table 1. Level of Service Criteria for Signalized and Unsignalized Intersections LOS Designation Signalized Intersection Average Delay/Vehicle (seconds) Unsignalized Intersection Average Delay/Vehicle (seconds) A ≤ 10 ≤ 10 B > 10 - 20 > 10 - 15 C > 20 - 35 > 15 - 25 D > 35 - 55 > 25 - 35 E > 55 - 80 > 35 - 50 F > 80 > 50 For side-street stop controlled intersections, special emphasis is given to providing an estimate for the level of service of the side-street approach. Traffic operations at an unsignalized intersection with side-street stop control can be described in two ways. First, consideration is given to the overall intersection level of service. This takes into account the total number of vehicles entering the intersection and the capability of the intersection to support these volumes. Second, it is important to consider the delay on the minor approach. Since the mainline does not have to stop, the majority of delay is attributed to the side-street approaches. It is typical of intersections with higher mainline traffic volumes to experience high levels of delay (i.e. poor levels of service) on the side-street approaches, but an acceptable overall intersection level of service during peak hour conditions. Results of the existing intersection capacity analysis shown in Table 2 indicate that all study intersections currently operate at an acceptable overall LOS C or better during the a.m. and p.m. peak hours with the existing signal timing and geometric layout. However, access from Park Commons Drive to Monterey Drive is challenging during the p.m. peak period (generally between 4:30 p.m. and 6:00 p.m.), which results in average delays of approximately one-minute for all Park Commons Drive motorists to access Monterey Drive. Although the magnitude of these delays is relatively common, the resulting conflicts are of note. Table 2. Existing Intersection Capacity Analysis Intersection A.M. Peak Hour P.M. Peak Hour LOS Delay LOS Delay Monterey Drive and 36th-1/2 Street (1) A/A 8 sec. A/C 23 sec. Monterey Drive and Park Commons Drive (1) A/A 8 sec. B/F 70 sec. Monterey Drive and Excelsior Boulevard C 20 sec. C 25 sec. Excelsior Boulevard and Kipling Avenue (1) A/A 8 sec. A/D 25 sec. 36th-1/2 Street and Kipling Avenue (1) A/A 3 sec. A/A 5 sec. (1) Indicates an unsignalized intersection with side-street stop control, where the overall LOS is shown followed by the worst approach LOS. The delay shown represents the worst side-street approach delay. Sean Walther February 8, 2018 City of St. Louis Park 4400 Excelsior Boulevard Traffic Study Page 6 While the study intersections currently operate at acceptable overall levels of service, p.m. peak period queues on Monterey Drive (primarily between Excelsior Boulevard and Park Commons Drive) were observed and resulted in several conflicts between motorists and pedestrians/bicyclists. The following information provides a summary of the observed issues along Monterey Drive. 1) Southbound queues from the Excelsior Boulevard/Monterey Drive intersection were observed to extend beyond the Park Commons Drive intersection approximately 15 percent of the p.m. peak period, which resulted in the following operational and/or safety issues: a) Motorists turning into/out of Park Commons Drive were observed to only be able to make these turns when the intersection was blocked and motorists would allow these movements. b) The southbound queue from the Excelsior Boulevard/Monterey Drive intersection obstructs the view of oncoming traffic, creating a safety concern. c) The delays/congestion at the Monterey Drive/Park Commons Drive intersection led to motorists making aggressive movements and/or not obeying traffic laws. 2) Eastbound right-turn queues at the Monterey Drive/Park Commons Drive intersection extended approximately 300 feet during the p.m. peak hour, impacting the Trader Joe’s driveway 35 percent of the p.m. peak hour. 3) Westbound queues on Park Commons Drive were observed to extend to Monterey Drive, which were a result of eastbound queues blocking access to the Trader Joe’s driveway. a) When these queues extended to Monterey Drive, motorists making a southbound right- or northbound left-turn from Monterey Drive had to wait until the queues cleared. In addition, eastbound left-turning motorists along Park Commons Drive were observed turning in-front of northbound left-turning motorists, which is an illegal maneuver. 4) Several north/south pedestrian and/or bicyclist conflicts were observed during the p.m. peak period at the Monterey Drive/Park Commons Drive intersection along the west approach. Two pedestrians were observed crossing Monterey Drive (east/west) during the p.m. peak hour. Year 2020 No Build Conditions No build traffic forecasts were developed for year 2020 conditions, which accounts for planned roadway improvements, general area background growth, and approved adjacent developments. The following information provides a summary of the year 2020 no build conditions. Monterey Drive Three-Lane Roadway Configuration The City is currently considering modifications to Monterey Drive (between Beltline Boulevard and Park Commons Drive) to a three-lane facility (i.e. a two-lane roadway with turn lanes) to improve multimodal transportation within the area. Planned multimodal improvements include the addition of on-street bike lanes, sidewalk enhancements, and roadway/traffic control modifications to better accommodate all modes of transportation within the area. Construction is expected to occur in 2019. Sean Walther February 8, 2018 City of St. Louis Park 4400 Excelsior Boulevard Traffic Study Page 7 Traffic operations on Monterey Drive were evaluated as part of the Draft Monterey Drive Multimodal Corridor Study, dated January 23, 2018, which determined that a three-lane roadway configuration along Monterey Drive is reasonable and not expected to significantly change overall corridor or intersection operations from a vehicular capacity perspective. Therefore, a preliminary layout shown in Figure 3 was developed to illustrate the corridor vision incorporating the various multimodal, traffic control, and access improvements. It should be noted that while both a traffic signal and hybrid roundabout are expected to operate acceptably at the Monterey Drive/Beltline Boulevard intersection, the City currently considers the hybrid roundabout as the preferred design. City staff also indicated a desire to provide improved access to the Rec Center. The north Rec Center access across from Beltline Boulevard is currently enter only, but could be modified to allow traffic to exit the Rec Center via a reconfigured Beltline Boulevard intersection. Therefore, a new Rec Center access, located opposite of Beltline Boulevard was evaluated as part of the Monterey Drive Multimodal Corridor Study and is shown on the layout. In addition, a three-lane facility would improve the pedestrian-crossing condition at 36-1/2 Street by reducing the crossing distance and the potential for multiple-threat-collisions (i.e. when a vehicle in one through lane is stopped for a pedestrian and obstructs the vision of a motorist in the adjacent through lane). The effectiveness (i.e. driver compliance) of the current RRFB at the Monterey Drive/ 36th-1/2 Street intersection would be improved under a three-lane condition. Furthermore, a three- lane configuration has the potential to lower average travel speeds compared to a multi-lane configuration, which improves the multimodal environment. Therefore, given the City’s desire to improve multimodal operations along Monterey Drive, the three- lane facility along Monterey Drive was assumed to be implemented under year 2020 no build and build conditions for purposes of this study. Traffic Forecasts Year 2020 no build traffic forecasts include both general background growth as well as approved adjacent development expected to impact roadway network operations by the year 2020. To account for general background growth in the area, an annual growth rate of one-half percent was applied to the existing peak hour traffic volumes to develop year 2020 background traffic forecasts. This growth rate is generally consistent with historical growth in the study area (based on ADT volumes). Known adjacent development includes the 4800 Excelsior development, which opened in November 2017. This development was under construction when the traffic data was collected in July 2017. Therefore, trip generation data from the traffic study for the 4800 Excelsior development, completed in November 25, 2014, was incorporated into the 2020 no build traffic forecasts for the study area to account for traffic impacts associated with the adjacent development. The resultant year 2020 no build conditions which includes the expected roadway configuration and accounts for general background and adjacent development growth, are shown in Figure 4. Example Cross-Section on Monterey Drive 01710857 January 2018 Monterey Drive Multimodal Corridor Study Preliminary Layout 4400 Excelsior Boulevard Traffic Study Saint Louis Park, MN Figure 3\\vs-mpls1\ProjData\Projects\10000\10857\TS\Figures\Updated_January 2018\Fig03_Preliminary_Layout.cdr 01710857 January 2018 Year 2020 No Build Conditions 4400 Excelsior Boulevard Traffic Study City of St. Louis Park, MN Figure 4NORTHNorthH:\Projects\10485\TS\Figures\Updated_January 2018\Fig04_Year 2020 No Build Conditions.pdfExcel s i o r B l v d 36th-1/2 S t Kipling AveExcelsior BlvdLEGEND - A.M. Peak Hour Volume (7:45 - 8:45 A.M.) - P.M. Peak Hour Volume (4:45 - 5:45 P.M.) - Estimated Year 2020 Average Daily Traffic (ADT) Volumes - Side-Street Stop Control - Traffic Signal Control XX (XX) X,XXX 3,350 9 , 7 0 0 21,500 800 2,100 K i p l i n g A v e Excelsior Blvd5 (10)750 (795)10 (30)10 (20)(5) 5(50) 10(1,315) 520(10) 51 5 ( 2 5 ) 0 ( 5 ) 5 ( 5 ) (2 0 ) 5 (5 ) 5 (2 5 ) 2 0 3 8 t h S t Excelsi or Blv d 185 (230)580 (590)5 (10)5 (5)(20) 10(190) 105(980) 405 (60) 405 ( 5 ) 1 8 0 ( 1 5 0 ) 6 0 ( 3 5 ) ( 2 5 ) 3 5 ( 3 9 5 ) 1 3 5 ( 3 5 0 ) 1 2 0 ( 1 4 5 ) 9 5Mo n t e r e y D r 36th-1/2 St Kipling Ave(20) 5(10) 5(20) 020 (5)5 (10)0 (0)5 (5) 135 (70) 0 (5) (20) 15 (30) 10 (25) 1536th-1/2 St SLP Rec Center Mo n t e r e y D r(20) 10(10) 5(20) 20225 (120)5 (10)15 (10)5 ( 1 0 ) 4 5 0 ( 4 8 5 ) 5 ( 1 5 ) ( 8 0 ) 3 0 ( 9 1 5 ) 3 5 0 ( 5 ) 5 3,450 Park C o m m o n s D r Mont e r e y D r (130) 7 5 4 6 0 ( 5 0 5 ) 4 5 ( 9 0 ) ( 7 8 0 ) 3 1 0 ( 1 6 5 ) 7 0 Mont e r e y D r 1 1 , 6 0 0 Sean Walther February 8, 2018 City of St. Louis Park 4400 Excelsior Boulevard Traffic Study Page 10 No Build Intersection Capacity Analysis To determine how the proposed roadway network will accommodate year 2020 no build traffic forecasts, an intersection capacity analysis was completed using Synchro/SimTraffic software. It should be noted that optimized signal timing was utilized for this analysis as a result of the assumed Park Commons Drive access modification, which has the potential to direct more motorists to the Monterey Drive/Excelsior Boulevard intersection. This optimization has a direct influence on traffic operations at the Park Commons Drive approach. Results of the year 2020 no build intersection capacity analysis shown in Table 3 indicate that all study intersections are expected to operate at an acceptable overall LOS C or better during the a.m. and p.m. peak hours. With the three-lane roadway configuration on Monterey Drive and three-quarter access at the Monterey Drive/Park Commons Drive intersection, the eastbound approach delay during the p.m. peak hour along Park Commons Drive is expected to decrease from approximately one-minute to 30 seconds under year 2020 no build conditions. Delays for motorists along Kipling Avenue to access Excelsior Boulevard are expected to increase as volumes along Excelsior Boulevard increase. Table 3. Year 2020 No Build Intersection Capacity Analysis Intersection A.M. Peak Hour P.M. Peak Hour LOS Delay LOS Delay Monterey Drive and 36th-1/2 Street (1) A/A 9 sec. A/C 18 sec. Monterey Drive and Park Commons Drive (1) A/A 4 sec. A/D 30 sec. Monterey Drive and Excelsior Boulevard C 22 sec. C 26 sec. Excelsior Boulevard and Kipling Avenue (1) A/A 9 sec. A/E 38 sec. 36th-1/2 Street and Kipling Avenue (1) A/A 4 sec. A/A 5 sec. (1) Indicates an unsignalized intersection with side-street stop control, where the overall LOS is shown followed by the worst approach LOS. The delay shown represents the worst side-street approach delay. Eastbound 95th percentile queues at the Monterey Drive/Park Commons Drive intersection are expected to extend approximately 150 feet during the p.m. peak hour (currently extend 315 feet). Southbound 95th percentile queues on Monterey Drive are expected to extend approximately 315 feet from the Park Commons Drive intersection during the p.m. peak hour (currently extend 215 feet). This equates to approximately four to five additional southbound vehicles queued during the peak of the peak hour. The average southbound queues on Monterey Drive are expected to extend approximately 100 feet from the Park Commons Drive intersection during the p.m. peak hour. Sean Walther February 8, 2018 City of St. Louis Park 4400 Excelsior Boulevard Traffic Study Page 11 Proposed Development The proposed development is located at 4400 Excelsior Boulevard. The site is currently occupied by commercial buildings, which are vacant except for the existing Bridgewater Bank. The proposed development (shown in Figure 5) consists of 63,129 square feet of office, 7,530 square feet of retail, and 7,152 square-feet of bank. For purposes of this study, 3,500 square feet of the retail space was assumed to be a restaurant use. Construction of the proposed development was assumed to be complete by the end of 2019. On-site parking is currently proposed on three levels. Based on current discussions, vehicles are not expected to be able to circulate between parking levels P1 and P2. Vehicles are expected to be able to circulate down from the surface parking to parking level P1, but not expected to be able to circulate from P1 to the surface parking. Note that these circulation assumptions are not depicted in the current development proposal. Several access configurations and internal circulation options are continuing to be reviewed with the project team to determine the access and internal parking configuration that meets tenant needs, as well as minimizes or eliminates impacts to the public roadway system. During the development of the Monterey Drive preliminary layout (Figure 3), further detail was identified with respect to Monterey Drive access for the proposed development. In particular, the preliminary layout identified that to physically design the three-quarter access to the proposed development across from Park Commons Drive (i.e. at Access B), a median would be necessary along Monterey Drive, which would restrict the proposed development Access C to a right-in/right-out configuration. Thus, for purposes of this study, the following access and internal circulation was assumed to evaluate potential impacts of the proposed development. 1) Excelsior Boulevard a) Access A: right-in/right-out access serving surface level parking, located approximately 300 feet east of Monterey Drive. This location replaces an existing driveway. 2) Monterey Drive a) Access B: three-quarter access (ingress/egress) serving surface-level parking and as an alternative entrance to parking level P1. Access B is located across from Park Commons Drive, approximately 270 feet north of Excelsior Boulevard. b) Access C: right-in/right-out-access to parking level P1, located 410 feet north of Excelsior Boulevard. c) Access B and Access C are expected to replace an existing site access located along Monterey Drive that is approximately 185 feet north of Excelsior Boulevard. 3) 36th-1/2 Street a) Access D: A full-access serving parking level P2, located approximately 190 feet west of Kipling Avenue. b) Access D is expected to utilize an existing cross access easement through the property immediately north of the proposed development. 01710857 January 2018 Site Plan 4400 Excelsior Boulevard Traffic Study Saint Louis Park, MN Figure 5H:\Projects\10857\TSFigures\Updated_January 2018\Fig05_Site Plan.pdfExcelsior Blvd Kipling Ave36th-1/2 StNORTHNorth Access A Access D Mo n t e r e y D r Access C Access B Sean Walther February 8, 2018 City of St. Louis Park 4400 Excelsior Boulevard Traffic Study Page 13 Year 2020 Build Conditions To help determine impacts associated with the proposed development, traffic forecasts were developed for year 2020 build conditions, which accounts for the no build condition and traffic generated by the proposed development. The following information provides a summary of the year 2020 build conditions. Trip Generation Estimate – Proposed Development To account for traffic impacts associated with the proposed development, trip generation estimates for both the former and proposed land uses were developed for the a.m. and p.m. peak hours and a daily basis. These estimates, shown in Table 4, were developed using a combination of the ITE Trip Generation Manual, Ninth Edition and peak period field observations. The trip generation estimates were developed to provide a comparison between the former and proposed land uses. Table 4. Trip Generation Estimate – Proposed Development Land Use Type ITE Code Size A.M. Peak Hour Trips P.M. Peak Hour Trips Daily Trips In Out In Out Former Land Uses Retail (1) 820 – Shopping Center 9,000 Square Feet 5 3 16 17 384 890 – Furniture Store 9,000 Square Feet 1 0 2 2 46 Total Former Site Trips (6) (3) (18) (19) (430) Proposed Land Uses Office 710 – General Office 63,129 Square Feet 87 12 16 78 696 Retail 820 – Shopping Center 4,030 Square Feet Square Feet 2 1 7 8 172 932 – Restaurant 3,500 Square Feet 21 17 21 14 445 Bank 911 – Walk-In Bank 7,152 Square Feet 22 21 38 49 527 Subtotal 132 51 82 149 1,840 Modal Reduction (10%) (13) (5) (8) (15) (184) Multi-Use Reduction (15%) (20) (8) (12) (22) (276) Total Site Trips 99 38 62 112 1,380 Pass-By Trip Reduction (Retail and Bank Only) (11) (11) (17) (17) (170) Net New System Trips 88 27 45 89 1,210 (1) Trip generation estimates supported by a.m. and p.m. peak period field observations. It should be noted that a 10 percent modal reduction, based on the methodology described in the ITE Trip Generation Manual, Ninth Edition, was applied to account for available transit options near the proposed development (i.e. Metro Transit Routes 12, 114, 612, and 615). To account for trips made within the mixed-use development that are captured on-site between two or more land uses, an internal multi-use trip reduction of 15 percent was applied in accordance with the methodology described in the ITE Trip Generation Manual, Ninth Edition. Sean Walther February 8, 2018 City of St. Louis Park 4400 Excelsior Boulevard Traffic Study Page 14 Accounting for the modal and multi-use reductions, the proposed development is expected to generate approximately 137 a.m. peak hour, 174 p.m. peak hour and 1,380 daily trips. No reductions for the future Southwest Light Rail Transit (SWLRT) Green Line Extension were included since it is not expected to be in operation until the year 2023, at the earliest. A portion of the proposed development trips are expected to be from vehicles already traveling along Excelsior Boulevard and/or Monterey Drive that will now divert their trip to the proposed development before continuing to their destination (i.e. pass-by trips). To account for these trips, pass-by percentages for each land use from the ITE Trip Generation Manual, Ninth Edition were utilized. Considering these pass-by trips, the resultant net new traffic volume impact to the adjacent roadway system is approximately 115 a.m. peak hour, 134 p.m. peak hour, and 1,210 daily trips. The trips estimated were distributed throughout the area based on the directional distribution shown in Figure 6, which was developed based on existing travel patterns and engineering judgment. The estimated development trips at each proposed site access for the a.m. and p.m. peak hours are shown in Figure 7. The resultant year 2020 build peak hour traffic forecasts, which include general area background growth and traffic generated by the proposed development, are shown in Figure 8. Year 2020 Build Intersection Capacity Analysis To determine how the proposed roadway network will accommodate year 2020 traffic forecasts, an intersection capacity analysis was completed using Synchro/SimTraffic software. Results of the year 2020 build intersection capacity analysis shown in Table 5 indicate that all study intersections are expected to operate at an acceptable overall LOS C or better during the a.m. and p.m. peak hours. This assumes optimized signal timing. The year 2020 no build capacity analysis results are shown for comparison purposes. Therefore, the proposed development is expected to have a relatively minimal impact on study area traffic operations. Table 5. Year 2020 Build Intersection Capacity Analysis Intersection Level of Service (Delay) A.M. Peak Hour P.M. Peak Hour No Build Build No Build Build Monterey Drive and 36th-1/2 Street (1) A/A (9 sec) A/A (9 sec) A/C (18 sec) A/C (23 sec) Monterey Drive and Access C (1) --- A/A (5 sec) --- A/A (5 sec) Monterey Drive and Park Commons Drive/Access B (1) A/A (4 sec) A/A (4 sec) A/D (30 sec) A/E (39 sec) Monterey Drive and Excelsior Boulevard C (22 sec) C (23 sec) C (26 sec) C (30 sec) Excelsior Boulevard and Access A (1) --- A/A (5 sec) --- A/A (8 sec) Excelsior Boulevard and Kipling Avenue (1) A/A (9 sec) A/B (11 sec) A/E (38 sec) A/E (49 sec) 36th-1/2 Street and Kipling Avenue (1) A/A (4 sec) A/A (5 sec) A/A (5 sec) A/A (5 sec) 36th-1/2 Street and Access D (1) --- A/A (5 sec) --- A/A (5 sec) (1) Indicates an unsignalized intersection with side-street stop control, where the overall LOS is shown followed by the worst approach LOS. The delay shown represents the worst side-street approach delay. 01710857 January 2018 Directional Distribution 4400 Excelsior Boulevard Traffic Study Saint Louis Park, MN Figure 6H:\Projects\10857\TSFigures\Updated_January 2018\Fig06_Directional Distribution.pdfExcel si o r Bl v dMo n t e r e y D r Kipling Ave36th-1/2 St Park C o m m o n s D rNORTHNorth 38th St 2 5% 40% 7.5%27.5% Excelsior Blvd Kipling Ave36th-1/2 St 01710857 January 2018 Development Trips 4400 Excelsior Boulevard Traffic Study Saint Louis Park, MN Figure 7H:\Projects\10857\TS\Figures\Updated_January 2018\Fig07_Development Trips.cdrNORTHNorth XX (XX) - A.M. Peak Hour Volume - P.M. Peak Hour Volume - Site Access LEGENDMon t e r e y D r Acce s s B 1 6 ( 2 3 ) ( 1 4 ) 1 7 A c c e s s A Excelsior Blvd9 (14)( 4 2 ) 2 4 36th-1/2 St 24 (4)Access D(7) 1(22) 3(2) 8 6 (11)Mo n t e r e y D r 2 5 ( 5 ) Acc es s C 4 (30)Mo n t e r e y D r 01710857 January 2018 Year 2020 Build Conditions 4400 Excelsior Boulevard Traffic Study City of St. Louis Park, MN Figure 8NORTHNorthH:\Projects\10857\TS\Figures\Updated_January 2018\Fig08_Year 2020 Build Conditions.pdfExcel s i o r B l v d Mont e r e y D r 36th-1/2 S t Kipling AveExcelsior BlvdLEGEND - A.M. Peak Hour Volume (7:45 - 8:45 A.M.) - P.M. Peak Hour Volume (4:45 - 5:45 P.M.) - Estimated Year 2020 Average Daily Traffic (ADT) Volumes - Side-Street Stop Control - Traffic Signal Control XX (XX) X,XXX 21,800 2,150 900K i p l i n g A v e Excelsior Blvd5 (10)765 (805)10 (30)10 (20)(5) 5(55) 25(1,330) 525(10) 51 5 ( 2 5 ) 5 ( 5 ) 5 ( 5 ) (3 0 ) 5 (5 ) 5 (3 5 ) 2 0 3 8 t h S t Excelsi or Blv d 195 (235)590 (615)5 (10)10 (20)(20) 10(215) 130(975) 410 (60) 405 ( 5 ) 1 8 5 ( 1 5 5 ) 6 0 ( 3 5 ) ( 2 5 ) 3 5 ( 4 0 0 ) 1 4 0 ( 3 5 5 ) 1 2 0 ( 1 5 5 ) 9 5Mo n t e r e y D r 3,400 9 , 8 0 0 3,600 1 2 , 0 0 0 36th-1/2 St Kipling Ave(20) 20(10) 5(20) 020 (5)5 (10)0 (0)5 (5) 145 (70) 0 (5) (20) 15 (30) 10 (45) 1536th-1/2 St SLP Rec Center Mo n t e r e y D r(20) 10(10) 5(20) 20225 (130)5 (10)15 (10)5 ( 1 0 ) 4 6 0 ( 5 2 5 ) 5 ( 1 5 ) ( 8 0 ) 4 0 ( 9 5 5 ) 3 7 0 ( 5 ) 5 Park C o m m o n s Dr Mon t e r e y D r(130) 7 5 2 0 ( 2 5 ) 4 8 5 ( 5 1 0 ) 4 5 ( 9 0 ) ( 1 5 ) 2 0 ( 8 0 5 ) 3 1 0 ( 1 6 5 ) 7 0 Acc es s B 10 (15) Sean Walther February 8, 2018 City of St. Louis Park 4400 Excelsior Boulevard Traffic Study Page 18 The following information summarizes the key capacity analysis findings under 2020 build conditions: 1) Eastbound approach delays at the Monterey Drive and Park Commons Drive/Access B intersection are expected to increase from 30 seconds to 39 seconds under p.m. peak hour build conditions. This is a result of increased volumes at the Monterey Drive/Excelsior Boulevard intersection, which influences the traffic signal operation. Westbound approach delays (at Access B) are expected to be approximately five (5) seconds. 2) Southbound 95th percentile queues on Monterey Drive are expected to extend approximately 350 feet from the Park Commons Drive intersection during the p.m. peak hour (existing conditions extend 215 feet; 2020 no build conditions extend 315 feet). The average southbound queues on Monterey Drive are expected to continue to extend approximately 100 feet from the Park Commons Drive intersection during the p.m. peak hour. 3) The southbound approach delay at the Excelsior Boulevard/Kipling Avenue intersection is expected to operate near the LOS E/F border (approximately 50 seconds of delay) during the p.m. peak hour. Since this is a relatively low volume approach and the queues are expected to be less than 100 feet, no mitigation is recommended. However, this intersection should be monitored and if safety issues arise, restricting northbound/southbound left-turns during peak hours should be considered. Alternative Access and Internal Circulation Configurations As previously mentioned, additional access configurations and internal circulation options could be considered and reviewed with the project team to determine the access and internal parking configuration that meets tenant needs, as well as minimizes or eliminates impacts to the public roadway system. From a capacity perspective, potential changes in internal circulation are not expected to result in any significant changes to the operations already identified. However, the following information should be considered with respect to any further changes to access/internal circulation: 1) The right-in/right-out (Access A and C) and three-quarter (Access B) locations offer reduced conflicts and efficient operations and could accommodate additional traffic without impacting area operations. 2) Increased utilization of Access D (e.g. accommodating circulation between parking levels P1 and P2) has the potential to increase vehicle delays to Excelsior Boulevard from Kipling Avenue. 3) The three-quarter and right-in/right-out configurations at Access B and Access C, respectively, have the potential to increase northbound U-Turns along Monterey Drive. These U-Turn maneuvers would be expected to occur at Beltline Boulevard given the future Monterey Drive vision may not physically accommodate U-Turns at 36-1/2 Street. Further discussion should occur to determine if U-Turns should be accommodated at other locations along Monterey Drive, particularly 36-1/2 Street. 4) Any further changes to access and/or internal circulation should maintain, minimize, or eliminate internal site maneuvers from occurring on the public roadway system relative to the assumed access/circulation configuration discussed within this study to protect the public roadway system. Sean Walther February 8, 2018 City of St. Louis Park 4400 Excelsior Boulevard Traffic Study Page 19 Summary and Recommendations The following study summary and recommendations are offered for consideration: 1) The proposed development is expected to have a relatively minimal impact on study area traffic operations given the assumed access and circulation configuration within this study. 2) Signal timing at the Monterey Drive/Excelsior Boulevard intersection should be optimized upon completion of the multimodal improvements along Monterey Drive, as well as once the proposed development is fully operational. 3) The following information should be considered with respect to any further changes to access and internal circulation: a) The right-in/right-out (Access A and C) and three-quarter (Access B) locations offer reduced conflicts and efficient operations and could accommodate additional traffic without impacting area operations. b) Increased utilization of Access D (e.g. accommodating circulation between parking levels P1 and P2) has the potential to impact access to Excelsior Boulevard at Kipling Avenue. c) The three-quarter and right-in/right-out configurations at Access B and Access C, respectively, have the potential to increase northbound U-Turns along Monterey Drive. These U-Turn maneuvers would be expected to occur at Beltline Boulevard given the future Monterey Drive vision may not physically accommodate U-Turns at 36-1/2 Street. Further discussion should occur to determine if U-Turns should be accommodated at other locations along Monterey Drive, particularly 36-1/2 Street. d) Any further changes to access and/or internal circulation should maintain, minimize, or eliminate internal site maneuvers from occurring on the public roadway system relative to the assumed access/circulation configuration discussed within this study to protect the public roadway system. Memorandum ONE CARLSON PARKWAY, SUITE 150 | MINNEAPOLIS, MN 55447 | 763.475.0010 | WWW.SRFCONSULTING.COM SRF No. 11528.00 To: Jennifer Monson, AICP City of St. Louis Park From: Matt Pacyna, PE, Principal Emily Gross, PE, Associate Date: April 16, 2018 Subject: Bridgewater Parking Study Introduction SRF has completed a parking study for the proposed development, commonly referred to as the Bridgewater Site, located at 4400 Excelsior Boulevard in St. Louis Park, Minnesota. This parking study is a supplemental analysis to the 4400 Excelsior Boulevard Traffic Study, dated February 8, 2018. The main objectives of this study are to review the proposed development land use and parking supply, identify the expected parking demand throughout the day to determine if the proposed parking supply is sufficient, and recommend potential improvement and/or strategies to improve parking, if necessary. A comparison to the current City parking code will also be completed. Results of the parking analysis for the Bridgewater Site indicate that the proposed parking supply is expected to be adequate. However, if parking issues do arise Bridgewater Bank has developed a travel demand management plan (TDMP) that outlines strategies that the development plans to implement to reduce single-occupancy vehicle trips. The following sections provide the assumptions, analysis, and study conclusions offered for consideration. Proposed Development The proposed development is located at 4400 Excelsior Boulevard. The site is currently occupied by commercial buildings, which are vacant except for the existing Bridgewater Bank. The proposed development (shown in Figure 1) consists of 54,993 square feet of office, 7,256 square feet of retail, and 7,048 square-feet of bank. The existing Bridgewater Bank (4,123 square feet) will remain open and therefore also continue to generate a parking demand. Further, while unknown at this time, a restaurant use is being considered within the 7,256 square feet of retail space. Since the traffic study was completed in 2014, the estimated restaurant space has increased from 3,500 to 4,000 square feet. On-site parking is currently proposed on three levels. With 45 spaces proposed on the surface (level L1), 114 spaces on level P1 and 113 spaces proposed on level P2, as well as five (5) existing spaces for the Bridgewater Bank for a total of 275 on-site spaces. There are also five (5) on-street spaces credited to the proposed development, for a total parking supply to 282 spaces. It should be noted that there will be a shared parking easement for 10 spaces in the proposed surface lot to be shared with the Bridgewater Bank. Therefore, of the 282 spaces, 15 spaces will be reserved to Bridgewater Bank. NORTHNorth01811528 March 2018 Site Plan Figure 1H:\Projects\11000\11528\TS\Figures\Fig01_Site Plan.cdrBridgewater Site Parking Study City of St. Louis Park Jennifer Monson April 16, 2018 City of St. Louis Park Bridgewater Parking Study Page 3 Based on current discussions, vehicles are not expected to be able to circulate between parking levels P1 and P2. Vehicles are expected to be able to circulate down from the surface parking to parking level P1, but not expected to be able to circulate from P1 to the surface parking. City Parking Requirements A review of the City parking requirements was conducted to determine the minimum required spaces based on the City zoning ordinance. Two land use scenarios were evaluated. The retail scenario assumes the 7,256-square foot space is all retail and the restaurant scenario assumes 4,000 square feet is dedicated to restaurant space. As shown in Table 1 the minimum required spaces for the proposed development is 246 spaces for the retail scenario, which is a surplus of 36 spaces and 292 spaces for the restaurant scenario, which is a deficit of 10 spaces. The parking requirements include the Bridgewater Bank. As previously noted, there will be a shared parking agreement so that the proposed development allocates 10 spaces in the structure to the Bridgewater Bank, which along with the five (5) existing spaces, totals 15 spaces of the parking supply reserved for Bridgewater Bank. Table 1. City Parking Requirements Land Use Square Feet Parking Code Spaces Required Transit Discount Total Required Retail Scenario Existing Commercial Building 4,123 1 per 250 sf 16.49 10% (1.649) 15 New Retail Bank 7,048 1 per 250 sf 28.19 10% (2.81) 25 New Retail 7,256 1 per 250 sf 29.02 10% (2.9) 26 New Office 54,993 1 per 275 sf 199.97 10% (19.97) 180 Total Spaces Required (No Restaurant included: 1 per 60 sf) 246 Total Spaces Provided 282 Surplus/(Deficit) +36 Restaurant Scenario Existing Commercial Building 4,123 1 per 250 sf 16.49 10% (1.649) 15 New Retail Bank 7,048 1 per 250 sf 28.19 10% (2.81) 25 New Restaurant 4,000 1 per 60 sf 66.66 10% (6.66) 60 New Retail 3,256 1 per 250 sf 13.02 10% (1.3) 12 New Office 54,993 1 per 275 sf 199.97 10% (19.97) 180 Total Spaces Required (Restaurant included: 1 per 60 sf) 292 Total Spaces Provided 282 Surplus/(Deficit) (-10) Jennifer Monson April 16, 2018 City of St. Louis Park Bridgewater Parking Study Page 4 Parking Demand Analysis Peak projected parking demand estimates for the proposed land uses were calculated using the Institute of Transportation Engineers (ITE) Parking Manual, 4th Edition (2010). ITE has developed parking demand rates using key inputs to estimate parking demand. The ITE Parking Manual method estimates an 85th percentile demand based on the study sites parking demand. The 85th percentile is a statistical measure that represents the point at which 85 percent of the study sites had an observed peak period parking demand equal to or less than the value. It should be noted that these parking demand estimates represent the peak of each land use and do not account for how parking demand for different land uses varies throughout the day. Once again, a second land use scenario where 4,000 square feet of the retail space was assumed to be a restaurant use was also evaluated. Results of the peak parking demand estimates shown in Table 2 indicate that the parking demand is estimated to be 216 spaces for the retail scenario and 264 spaces for the restaurant scenario, which includes the 15 shared parking spaces for the Bridgewater Bank. The proposed parking supply for both land use scenarios is expected to be adequate. Table 2. Parking Demand Estimate – Proposed Development (Peak Demand of Each Land Use) Land Use Type ITE Code Size 85th Percentile Rate Demand (Spaces) Retail Scenario Office 701 – General Office 54,993 Square Feet 3.45 190 Retail 820 – Shopping Center 7,256 Square Feet 3.16 23 Bank 701 – General Office 7,048 Square Feet 3.45 24 Subtotal 237 Modal Reduction (10%) -24 Multi-Use Reduction (5%) -12 Bridgewater Bank Shared Parking Agreement +15 Total Parking Demand 216 Restaurant Scenario Office 710 – General Office 54,993 Square Feet 3.45 190 Retail 932 – Restaurant 4,000 Square Feet 17.4 70 820 – Shopping Center 3,256 Square Feet 3.16 10 Bank 911 – Walk-In Bank 7,048 Square Feet 3.45 24 Subtotal 294 Modal Reduction (10%) -29 Multi-Use Reduction (5%) -16 Bridgewater Bank Shared Parking Agreement +15 Total Parking Demand 264 Jennifer Monson April 16, 2018 City of St. Louis Park Bridgewater Parking Study Page 5 The parking demand estimates for the proposed bank space were generated using the office parking rate rather than the drive-in bank parking rate. Based on our understanding of how the proposed bank would operate as well as how the current Bridgewater Bank operates, the office parking rate is expected to be a better representation of the parking demand for the bank use. A 10 percent modal reduction was applied to account for available transit options near the proposed development (i.e. Metro Transit Routes 12, 114, 612, and 615). To account for trips made within the mixed-use development that are captured on-site between two or more land uses, an internal multi- use trip reduction of five (5) percent was applied to the peak parking demand estimates. It is good practice for the parking supply of any facility to equal the peak parking demand plus an additional five (5) to 15 percent. This extra supply reduces the unnecessary circulation of vehicles looking for parking and the perception of inadequate parking. Providing this extra supply is most critical for parking spaces dedicated to visitors and customers of the proposed building, since employee spaces have lower turnover and can be assigned if necessary. Therefore, a 10 percent surplus is recommended for the visitors and customers, which equates to approximately five (5) spaces. It is also important to note that the parking analysis numbers shown in Table 2 assume that all land uses peak parking occurs at the same time, which is not necessarily the case for this site. Therefore, to help determine the parking demand throughout the day for the proposed development, hourly parking demand estimates were developed for the proposed land uses. Since the parking supply for the restaurant scenario is expected to have a higher parking demand, the hourly analysis was conducted for the restaurant scenario only. Several resources were reviewed including the Shared Parking (2nd Edition) by the Urban Land Institute (ULI) and local parking data to develop time of day parking demand estimates. Hourly parking demand estimates were developed for each of the land uses to estimate the parking demand for the multi-use building over the course of the day. The resultant time of day information is illustrated in Figure 2. Results of the hourly review indicates that the peak parking demand is expected to occur around 12:00 p.m., when the parking demand is expected to be 257 spaces, which includes the 15 shared parking spaces for the Bridgewater Bank. Therefore, based on the proposed parking supply of 282 spaces, the proposed development parking demand is expected to have a surplus of 25 spaces during peak conditions. Jennifer Monson April 16, 2018 City of St. Louis Park Bridgewater Parking Study Page 6 Figure 2. Bridgewater Site Hourly Parking Demand Sensitivity Test As previously noted, the restaurant scenario assumed that the proposed development would have approximately 4,000 square feet of restaurant space. However, the amount of retail space allocated to restaurant space (if any) is unknown at this time. A sensitivity test was conducted to understand the impacts to the parking demand for varying types of restaurant uses. The parking analysis assumes a restaurant that caters to lunch traffic whereas other restaurant types might cater to an evening/dinner crowd or have a higher modal reduction, such as a fast-casual restaurant. A sensitivity test was conducted for a 4,000-square foot restaurant for three different types of restaurant uses: 1. Family-restaurant that caters to a lunch crowd: · Peak parking demand at noon is 100 percent, with an estimated parking demand of 60 spaces. 2. Fine dining restaurant that caters to an evening crowd: · Peak parking demand is expected to occur at 7:00 p.m. · The parking demand at noon is estimated to be 75 percent, with an estimated parking demand of 43 spaces. 3. A fast-causal restaurant: · Peak parking demand is expected to occur at noon. However, the mode reduction is expected to increase from 10 percent to approximately 30 percent due to more customers walking to/from the restaurant from the nearby residential and office areas. Further, parking spaces at a fast-casual restaurant turnover faster than a family-restaurant. · Accounting for a 30 percent modal reduction, the estimated parking demand is 44 spaces. 0 25 50 75 100 125 150 175 200 225 250 275 300 6:00 AM 7:00 AM 8:00 AM 9:00 AM 10:00 AM 11:00 AM 12:00 PM 1:00 PM 2:00 PM 3:00 PM 4:00 PM 5:00 PM 6:00 PM 7:00 PM 8:00 PM 9:00 PM 10:00 PM 11:00 PM 85th Percentile Parking Rate Office Employees Office Visitors Retail Employees Retail Customers Bank Employees Bank Customers Shared Parking Agreement Parking Supply (282) Jennifer Monson April 16, 2018 City of St. Louis Park Bridgewater Parking Study Page 7 Parking Strategies Bridgewater Bank has developed a travel demand management plan (TDMP) that has identified parking strategies that could be implemented to reduce parking issues if they occur with a goal of having a minimum of 10 percent of its transportation trips being made by transit, bicycling or walking. The following summarizes the strategies included in the TDMP: 1. Designate a Transportation Coordinator · The developer or property manager will designate an employee or contractor to act as the Transportation Coordinator. That employee or contractor will implement, maintain and monitor TDM activities. The Transportation Coordinator will serve as the conduit for providing up-to-date information to site employees and visitors. 2. Disseminate Information · The Transportation Coordinator will be responsible for clearly communicating information for all TDM activities to site employees and visitors. 3. Promote Walking · Well-lit sidewalks should be provided on both the Monterey Drive and Excelsior Boulevard sides of the site to provide a pedestrian friendly environment. · If any existing sidewalks are impacted by construction, the sidewalks shall be rebuilt with ADA-compliant tactile dome curb ramps to assist all pedestrians. · Clear sidewalks will be maintained along the frontage of the site including on Monterey Drive and Excelsior Boulevard. 4. Promote Bicycling · The building will provide convenient and safe bicycle storage for at least 28 bicycles. This will meet requirements in the St. Louis Park Zoning Code. · Those that wish to use a bicycle to get to/from their place of employment on site may be deterred from doing so if they are unable to clean up and change clothes when they get to the site. To encourage employees to bicycle to/from the site, having an area with secure lockers and private showers that is accessible to all site employees is recommended. Additionally, providing a bicycle maintenance station for use by site employees is recommended. · To accommodate visitors to the site, it is recommended additional bicycle parking be added to visible locations on the surface level near building entrances. · The Transportation Coordinator will provide maps and information to direct riders through the area and to adjacent bicycle trails, as well as to bike repair services close-by. 5. Promote Transit · The Transportation Coordinator will work with building tenants to establish Metropass systems for employees. Metropass is only available to employees at participating companies and allows for unlimited transit rides for employees with a monthly fee. Employees with unlimited transit access may be more likely to use transit to get to/from the site. Jennifer Monson April 16, 2018 City of St. Louis Park Bridgewater Parking Study Page 8 · Transit information will be provided in the building lobby/entrance area. Information would include items such as transit schedules and Metro Transit commuter/carpool program information. Consideration should be given to the installation of real time transit display boards (NexTrip Partner Displays) in the lobby/entrance area. Metro Transit will freely provide the content for those displays. · Employees will be informed of Metro Transit’s “Go-To Card” passes for hassle-free transit. 6. Promote Car Sharing and Carpooling · The Transportation Coordinator will work with a car sharing service (such as Hour Car or Zipcar) in analyzing the feasibility of a station being located in the on-site parking area. · The Transportation Coordinator will investigate ways in which it can assist employees with carpooling opportunities. This may include rideshare matching for employees and setting up incentive programs for carpoolers. 7. Minimize Residential Impact · To minimize the number of vehicles traveling through the residential area near the 36th ½ Street access point to the lower underground level of parking, it is recommended that visitors driving to the site be encouraged to use the surface level parking area or upper level of underground parking. These two levels have their accesses on Monterey Drive and Excelsior Boulevard which are not in residential areas. Dedicated parking spaces for visitors, signage on site and instructions on tenant’s websites can all be used to direct drivers coming to the site to use these access points 8. Minimize the Impact of Trucks · To the extent possible, the developer or their successors will encourage truck and service vehicles (not including small package deliveries) to access the site outside of the weekday peak hours (from 7-9 a.m. and 4-6 p.m.). 9. Monitor Effectiveness · The Transportation Coordinator will conduct baseline surveys to assess visitor and employee commuting habits within six months of 50% building occupancy. The Transportation Coordinator will then conduct an annual follow up survey. · If the survey shows that the modal goals of 10% pedestrian/bike/transit are not met, the property owner commits to ongoing mitigations or alternatives strategies that will be employed in the future to address the situation Additional strategies to consider that were not mentioned in the TDMP: 10. Consider implementing valet parking for the restaurant land use. During weekends and evenings when office parking demand is low, P1 and P2 could be used for valet parking. 11. Monitor the parking utilization in level P2 and adjust the number of parking passes provided to employees to use this level for parking to maximize the utilization. Jennifer Monson April 16, 2018 City of St. Louis Park Bridgewater Parking Study Page 9 Summary and Recommendations Results of the parking analysis for the Bridgewater Site indicate that the proposed parking supply is expected to be adequate. However, if parking issues do arise Bridgewater Bank has developed a TDMP that outlines strategies that the development plans to implement to reduce single-occupancy vehicle trips (i.e. reduces on-site parking demand). H:\Projects\11000\11528\TS\11528_BridgewaterParkingStudy_180416.docx Planning Commission Meeting Date: May 2, 2018 Study Session Item 1 1. Comprehensive Plan – Public Health and Safety RECOMMENDED ACTION: Discuss the Public Health and Safety sections of the draft St. Louis Park 2040 Comprehensive Plan. SUMMARY: There will be brief presentations of the Public Health and Safety sections. Representatives from the Police, Fire, Inspections and Community Development departments will provide an overview of the following sections in the draft Comprehensive Plan. The drafts are attached. Public Health and Safety: a. Police Services b. Fire Services c. Public Health At the meeting we will also have information on the Plan-by-Neighborhood section of the plan. NEXT STEPS: Please see the attached schedule for additional upcoming Comprehensive Plan discussion and action items. Attachments: Draft Public Safety sections: Police, Fire Draft Public Health Goals and Strategies 2040 Comprehensive Plan Outline Tentative Schedule – Review of 2040 Comprehensive Plan Prepared by: Meg McMonigal, Principal Planner How We Govern Public Safety A community’s quality of life is dependent upon its citizens feeling comfortable, safe and protected. St. Louis Park works diligently to maintain community safety and order, prevent crime, and protect life and property from fire and environmental hazards. Police Department Services The Police Department works diligently to address community safety and quality of life issues. Its mission is to provide citizens with quality service, professional conduct, and a safe environment in which to live, work and learn. The Police are committed to an active partnership with the community to work together to solve problems and prevent crime and disorder. In 1995 the Police Department shifted its emphasis from an agency responding to crime to an agency dedicated to preventing crime. This shift resulted in a commitment to the Community-oriented Policing operating philosophy that the department continues to employee today. Community-oriented Policing has been recently recognized as best practices in policing by The President’s Task Force on 21st Century Policing Report issued in 2015. Community-oriented policing and partnership building with the community help identify and solve problems before they become more serious issues or turn into crime. The intent is to work on prevention and resolving issues that affect the wellbeing of the community. Preventing crime is defined as, “The anticipation, recognition and appraisal of a crime risk and the initiation of some action to remove or reduce the risk.” Community policing emphasizes interaction and partnerships between officers, residents, schools, businesses, places of worship and local city government. Using established operational strategies, the Police Department works in partnership with community members to deliver proactive and responsive services. Community policing innovations continue to provide new ways to make neighborhoods a safe place in which to live, work and learn. Public Safety and Order The major purpose of the Police Department is to provide a safe and secure city by curtailing crime and disorder in the community. Operational strategies of the Police Department were developed to encompass the entire range of services available to effectively address crime and disorder in addition to quality of life issues. Using established operational strategies, the Police Department works in partnership with other city departments, residents, business owners, school officials and other community members to deliver both proactive and response services. Operational strategies include: 1. Incident Response: Patrol officers responding to routine calls for service (past-action crime reports, animal complaints, etc.). 2. Emergency Response: Patrol officers respond to emergency incidents (medicals, fires, vehicle accidents, in progress crimes, etc.). 3. Criminal Investigations: Police work done after a crime has occurred. Patrol Officers fully investigate crimes they respond to, however there are times when Investigators need to conduct further investigation, conduct search warrants, and prepare cases for charging. 4. Preventive/Directed Patrol: Information is collected, analyzed and disseminated to department personnel in an effort to proactively address specific issues, (typically, traffic complaints, animal complaints, nuisance properties, and crime trends. Department resources are directed to problem areas and response strategies are created to effectively solve the problem. 5. Problem Solving: A systematic process for identifying, analyzing, responding and assessing an issue that may become a problem. This work includes partnerships with all stakeholders. The Department’s Information Management Group will assist in the problem solving process and officers or other department personnel are responsible for conducting the appropriate response strategies. 6. Collateral Services: This encompasses Police services such as animal control, the dispatch center and clerical staff who assist officers in their work. Partnership Building The Police Department understands the interdependent relationship it has with the community and recognizes the importance of keeping the community connected and engaged with the city. When police are assigned to geographic areas for an extended period of time, it gives officers an opportunity to interact with community members and to develop and maintain relationships. When people feel the police are attentive to quality of life issues in the neighborhood, they are more likely to share information which enables police to become more effective at identifying problems or issues that are arising, preventing crime and disorder and solving crime incidents that do occur. The police department also partners with Hennepin County in the Joint Community Police Partnership (JCPP) which is a collaborative effort of the cities of Bloomington, Brooklyn Center, Brooklyn Park, Crystal, Hopkins, Richfield and St. Louis Park. The mission of the JCPP is to enhance communication and understanding between law enforcement officers and multicultural residents of these cities. By building trust and communication between the police and community members, we will ultimately improve the safety and livability of our communities. To assist in providing easily accessible services to the community the police department utilizes three substations located throughout the city: 1. The Texa-Tonka Community Oriented Policing (C.O.P.) Shop: A police substation has been established at the Texa-Tonka Shopping Center. This office is also used as an off-site station for officers while on duty. 2. The Excelsior and Grand C.O.P. Shop: A police substation has been established at the Excelsior and Grand complex. This office used frequently by district officers for report writing and follow- up work. 3. The West End C.O.P. Shop: A police substation has also been established at the West End Shopping Center. This office is also used frequently by district officers for report writing and follow-up work. Neighborhood Building Although most people think robbery, assault, and rape would be the crimes of greatest concern to neighborhoods, surveys conducted by the Police Department have consistently shown that residents are far more concerned with “Quality of life” issues. Neighborhood surveys are conducted in a manner where every neighborhood is surveyed once every two years. The typical issues identified include speeding cars, loud parties, disruptive juveniles and poorly maintained properties. These surveys are followed up by meetings within that neighborhood to address any additional questions on how the PD will be addressing the concerns from the surveys. The quality of life issues, for the most part, cannot be solved by enforcement action alone, so problem solving efforts by the Police Department involve coordinating appropriate city departments, community resources and neighborhood associations. Quality of life issues require a new set of referrals and partnerships because in neighborhoods, the residents themselves must voluntarily comply with identified neighborhood standards. Partnerships between police and neighborhoods are desirable to raise neighborhood awareness. The Community Liaison works with all neighborhood associations in an effort to build stronger neighborhoods and connections in the community. This helps people to know their neighbors and watch out for each other, creating a better sense of community and sense of security. A neighborhood association is simply a group of neighbors who come together to coordinate efforts to maintain or improve a neighborhood. It’s about developing relationships with each other, the city government and other neighborhoods. St. Louis Park neighborhood associations have no governing authority and cannot implement ordinances or regulations. Most neighborhood associations in St. Louis Park keep neighbors updated through a newsletter or regular email updates and sponsor community building activities. Each year, Neighborhood associations are given an opportunity to apply for grant funding provided by the city for those activities. They also serve as liaisons from their neighborhoods to the City. Neighborhood Leaders assist with information sharing of development projects, road construction projects and various other projects, initiatives and events hosted by the City, and provide feedback regarding those projects. In collaboration with the police and other city departments, the community liaison also hosts an annual Neighborhood Leaders Forum to bring neighborhood leaders together to learn about City initiatives, share ideas, receive grant applications, and hear from guest speakers. Community Engagement Community Engagement is critical to involve residents in a partnership with the police department. St. Louis Park officers and staff are committed to an active partnership with our community as we work together to solve problems and prevent crime. The police department’s Community Outreach group is a full time staff that works on engaging the community through various programs. Community Outreach Programs include: Neighborhood Watch: This program involves the active participation of neighborhood residents in cooperation with law enforcement to reduce crime in the community. There are over 300 Neighborhood Watch groups in the City. National Night Out: This annual city-wide event is hosted the month of August to bring neighbors outside and to encourage them to get to know one another. Police, Fire, and other City departments go to parties to interact with residents, answer questions and to get the word out about crime prevention. Citizens Police Academy: This ten-week training program is an opportunity for citizens who live or work in St. Louis Park to interact with members of the Police Department, increase their understanding of the role and function of the Police Department, and learn how citizens can play an integral part in crime prevention. New American’s Academy: The six week academy is designed for adult immigrants and refugees who want to learn more about police procedures and laws, as well as an overview of other city services. This is done in partnership with the St. Louis Park Community Education Adult Options program. Home Premise Surveys: Upon request, an officer will complete a Home Premise Survey of residents’ homes in St. Louis Park and advise the homeowners of things that can be done to provide better security for their homes. Business Premise Surveys: Upon request, an officer will complete a Business Premise Survey for business owners or managers in St. Louis Park and advise the businesses of things that can be done to provide better security for their businesses. Crime Free Multi-Housing Program: This is a three-phase program designed to reduce the incidents of crime and disorder in rental property. Phase 1 is an 8-hour training seminar for apartment owners and/or managers. Phase 2 is a survey of the apartment complex to make sure it meets minimum security requirements. Phase 3 is a crime prevention meeting for tenants. Police officers are assigned to rental properties in their districts. Each officer has continued contact with apartment managers and owners to discuss various issues. Bicycle Patrol Program: The bike patrol works primarily in the City’s parks and trails, interacting with the public, answering questions and providing information and literature about the City and the parks. Bike patrol also works with other agencies on problem areas. Chaplains Program: The department has seven volunteer Chaplains that are available to provide professional, non- denominational services to residents in need and for the Police Department employees and their families. Coffee with a Cop: Instead of coming to the Police Department to speak with an officer, this program puts officers in a coffee shop to simply be available for questions. This is also a great way for members of the community to meet their police officers in a casual relaxing atmosphere. Cops N Kids programing: The department has implemented a number of youth activities to engage young members of the community. The police department offers an annual safety camp, Cops N Kids Holiday Shopping event, fishing with a Cop event, the Skate Park Extravaganza, Jobs in the Park and mentoring activities with students during winter, spring and summer breaks. Goals and Strategies Goal Continue to emphasize safety and the prevention of crime and disorder through the use of the Community Oriented Policing philosophy Strategies: A. Develop crime prevention partnerships with our schools, businesses, neighborhoods and places of worship B. Employee development in Fair and Impartial Policing and Procedural Justice Goal 2 Build problem-solving relationships with people in the community. Continue to encourage neighborhood involvement and partnerships to promote a safe and healthy community. Strategies: A. Provide education on the role of the police department in the community through the New Americans Academy, Citizens Academy, and School Resource Officers B. Building strong neighborhoods through National Night Out, Neighborhood Watch programs and the Neighborhood Associations C. Enhanced Community engagement activities such as Coffee with a Cop and our Cops N Kids programming D. Continue to partner with Hennepin County in the Joint Community Police Partnership to enhance communication and understanding between law enforcement officers and multicultural residents Goal 3 Expand the ability of city staff to solve problems, decrease incidents of crime and disorder and assist people in making connections to needed services. Strategies: A. Identify and address quality of life issue in the community through community surveys and neighborhood meetings. B. Engage other City departments, community members, and local businesses to assist in crime prevention VIII. How We Govern VIII-B5 ComprehensivePlan Fire Department Services B. Public Safety The department provides a wide range of services to the Community, which includes: · Education and fire prevention · Community code enforcement · Emergency Medical Response · Building, fire and life safety inspections · Community EMT/Mobile Integrated Healthcare · Fire suppression · Technical rescue · Hazardous materials response · Emergency management and disaster preparedness Resources and the demand Current Procedures/Practices The department responds to a growing number of calls currently in excess of 5200 calls for service annually. Calls ranging from emergency and non-emergent medical response, structure fires, to car accidents, and fire alarms. Emergency responses are handled by the on duty staff with robust call back, auto aid and mutual aid agreements to cover additional demand. The fire department responds out of two state of the art fire stations and has a diverse fleet consisting of 3 engines, 1 ladder, 2 Light Rescues, 1 boat, 1 RAMP vehicle an ATV for wildland along with various support vehicles. Over the last 20 years, the city has supported a combination model of staffing using both career and part time members. Department staffing levels and structure had remained largely unchanged over the past two decades when the department was awarded a SAFER grant to hire three additional career staff. The transition of the volunteer firefighters to a part time duty crew resource coupled with the additional career staff allows for a more predictable level of staffing and enhances firefighter safety. The fire department is directed by a full-time fire chief who serves as the City’s Emergency Management Coordinator. There is a fulltime Deputy Chief of Operations, and Assistant Chief of Training and EMS and an Assistant Chief of Prevention who serves as the Fire Marshal. A full time career staff of 27 firefighters working 24 hour shifts coupled with a 25 part-time duty crew firefighters provide the staffing to address the demands for service. The department is divided into four divisions; Prevention, Suppression EMS/Community Health Management, and Emergency Management. Emergency Calls Year Fire Medical FALSE Misc. Total 1989 195 416 375 283 1,269 1990 211 453 370 221 1,255 1991 183 558 378 207 1,326 1992 186 818 349 188 1,541 1993 180 980 338 228 1,726 1994 173 995 319 330 1,817 1995 186 2,125 444 330 3,085 1996 188 2,085 472 479 3,224 1997 171 2,236 601 410 3,418 1998 187 2,543 209 805 3,744 1999 146 2,361 244 693 3,444 2000 138 2,597 233 632 3,600 2001 140 2,243 323 823 3,529 2002 146 2,366 373 718 3,603 2003 179 2,566 332 692 3,769 2004 133 2,684 341 767 3,925 2005 108 2,741 312 808 3,969 2006 141 3,032 322 755 4,250 2007 132 2,959 314 868 4,273 2008 107 3,200 293 864 4,464 2009 164 3140 270 855 4429 2010 94 3206 325 847 4472 2011 137 3078 288 832 4335 2012 140 3117 278 898 4433 2013 114 3360 296 877 4647 2014 91 3571 350 964 4976 2015 115 3720 309 952 5096 2016 94 3601 345 1012 5052 2017 102 3792 354 1003 5251 VIII. How We Govern VIII-B6 ComprehensivePlan B. Public Safety Community Risk Reduction Fires cause loss to both life and property. Fires also result in long term losses for the community. For example, if a burned business chooses to relocate elsewhere, local jobs are lost. Fires cause a community disruption if fire destroys a public building such as a school. It follows that limiting fire loss has both a safety and financial impact on the community. For these reasons, fire prevention has been a major focus of the Fire Department over the past decade. Programs have been developed which: Provide education to residents and business owners about fire prevention Aggressively inspect multi-family, institutional, commercial and industrial buildings to address fire and safety hazards Promote fire sprinkling and smoke detectors A proportional relationship exists between fire loss and the time between the onset of a fire and the response to the fire. The mission to minimize fire loss requires both early detection and rapid effective response. The economical delivery of quality services is the goal of all city departments. While the number of calls for service has increased, the number of major fires has decreased and is coincident with the attention to fire prevention. Fire Sprinklers Fire sprinkler systems are the most efficient means to reduce the loss of life and property. Fire sprinklers also protect firefighters during response. Consequently, a major goal of the city is to promote fire sprinkler systems for all commercial, industrial, institutional and multi-family buildings. Fire sprinklers are required for new construction by the State Building Code, based on occupancy, classification of use, building construction and building size. The State Fire Code establishes design standards for the actual sprinkler systems. The State Building Code has been modified over the years to better address health and safety in buildings. New buildings and building additions must be constructed to new standards. There are many existing buildings in St. Louis Park which were constructed prior to newer standards for sprinklers and the cost of retrofitting sprinkler systems to existing buildings can be burdensome for some building owners. To address this, the City Council adopted a Special Assessment Program to allow sprinkler systems to be paid for over a 10 year period. This program is offered to eligible applicants at attractive interest rates. Initiated in 1994, this program continues to be popular with over $600,000 in special sprinkler assessments issued since 2004. Economical fire sprinkler technology is also available to make one and two family residential properties safer. The Fire Department is exploring ways to encourage retrofitting existing homes and new homes with fire sprinkler devices. A community where all buildings are sprinkled will have minimum to zero fire loss. Smoke Alarms Smoke alarms are an inexpensive way to save property and lives. Smoke alarms are now required in all sleeping rooms, hallways outside of sleeping rooms and on each floor of all new construction. Other ordinances require smoke alarms to be provided in older multi-family buildings. The presence of working smoke alarms in all buildings which house people would greatly enhance safety in the community. The Fire Department has initiated many programs to inform the public about how smoke alarms save lives and property. Prevention Priorities 1. Continue to evaluate historical trends, inspection records and at risk populations to ensure education and prevention efforts are reaching the right audience 2. Consider high risk areas within the community where prevention education could add value 3. Survey customers for feedback to reinforce positive interactions with the community 4. Continually evaluate the needs for each program including staffing, budgetary impacts, volunteers and grant programs VIII. How We Govern VIII-B7 ComprehensivePlan B. Public Safety Fire Inspections for Buildings The Fire Department inspects all commercial, industrial, multi-family and institutional buildings to identify and correct fire and safety hazards. Single family houses are inspected for housing code deficiencies by the department of Inspections at the time of sale. The effectiveness of the inspections can be measured by the co-relationship between correcting such deficiencies as non-working smoke alarms, improper storage of flammable materials, hazardous wiring and the decreases in frequency and severity of fires. Fire Department Inspections in collaboration with Building Department Inspections prioritize high risk occupancies, senior facilities and change of use occupancies to ensure they continue to meet the city goals of health and safety. Medical Emergencies and Rescue Operations Emergency medical calls continue to climb as our population both increases and ages. Future approaches to emergency medical response will include more of a community health management approach. New response models designed which direct the right resource at the right time for the right cost are propelling the fire department into a more integral role in overall community health. The fire departments staff are all trained to the level of Nationally Registered EMT, some staff are Nationally Registered Paramedic and a growing number are certified as Community EMT’s. The Fire department works under medical direction and provides a variety of interventions including naloxone, nebulization, beta antagonist, glucose, and epinephrine, cardiac resuscitation and defibrillation. Emergency Management Under Emergency Management, the city developed an All Hazard Emergency Disaster Plan (Plan) to prepare the community to meet any emergency that may occur from man- made, natural causes or domestic terrorism. The Emergency Operations Plan, is being continually reviewed and updated in response to ever changing situations and statutory requirements. designed to save lives and property, minimize damage and restore the needs of the community in the event of The City Manager, who is also Director of Emergency Management, works with the Mayor and Council to ensure that the needs of the community are met, with the Fire Chief coordinating the emergency operation. This includes issuing orders and using facilities such as hospitals and schools if necessary for the ultimate good of the community. The Plan also recognizes the potential roles of Minnesota Homeland Security and Federal Emergency Management, the National Guard, Red Cross, Salvation Army, Hennepin County Emergency Management and health and medical services in the event of such an emergency. Hazardous Material Storage The Fire Department keeps data related to the storage of hazardous materials within the community. Fire Department personnel work closely with the Minnesota Pollution Control Agency (MPCA) to control chemical and petroleum product leaks that may occur. The fire department trains regularly on pipeline safety and rail car response and collaborates with both county and state emergency management. The fire department issues permits for placement and removal of flammable storage tanks. Arson The Fire Department investigates fires to determine cause. If the cause is found to be arson, the Fire Department works with police to prosecute any identified arsonist. Prosecution has been found to be the best tool against arson. Juvenile arson can represent a problem for the community. Addressing juvenile problems with new approaches, including asset building and restorative justice, are now considered as alternatives to other punishment. Senior needs Senior housing creates one of the largest demands for medical emergency service of any land use due to decreased mobility and increased frailty of this group of citizens. The disproportionate medical service demands of this particular land use have caused some concern when evaluating department budget constraints. Increased density of senior populations particularly those requiring skilled services will place greater demands on resources. VIII. How We Govern VIII-B8 ComprehensivePlan Mission Goals Goal: Build a resilient St Louis Park through an emphasis on prevention and community risk reduction. Strategy: Racial Equity Continue as an active participant to advance racial equity within St Louis Park by training and the continued use of tools to ensure consistency and effectiveness in providing the best service in the most equitable way/ Goal: Protect the community and maintain a healthy, safe environment for city residents and businesses. Strategy: Organizational Structure & Career Development Continue to provide leadership, mentorship and accountability that is flexible to meet changing community needs, focused on developing and preparing new leaders for the future while maintaining accountability to the community. Strategy: Emergency Response Staffing and Operations Maintain sufficient emergency response equipment, apparatus and staffing levels to ensure community protection, provide for firefighter safety and wellbeing and plan for changes in demand for service. Strategy: Community Health Management Continue to respond to and address health issues in the community. Pilot cost saving projects in the rapidly growing field of mobile integrated healthcare. Improve access to health care for all residents, lower the costs, and use the appropriate care for the type of call. Strategy: Emergency Management Use all-hazards approach to emergency management and crisis in order to be prepared for any variety of incidents and disasters. Plan and prepare to be able to provide appropriate response and be resilience when the community is most vulnerable. VIII. How We Govern VIII-B9 ComprehensivePlan Goal Encourage and promote cost-effectiveness and efficiency in our service delivery and eliminate redundancy when appropriate. Strategy: Training Provide oversight and management for all Fire Department training and educational programs to ensure that the local, state, and federal mandates are met. Strategy 7: Revenue Enhancement Identify and implement available sources of revenue in order to fund operational and structural improvements, and to lessen the burden on taxpayers. Seek to capture additional revenues through the expansion of contract services, enhanced reimbursable services and development of new value-added services for other public and private sector entities. Strategy: Technology Continue to leverage technology in in fire services to help keep our community and staff safe. Goal Continue to build relationships within the community and promote neighborhood involvement and partnerships to promote a safe and healthy community. Strategy: Community Outreach and Education Collaborate and cooperate in a positive manner with the community as a whole. Continue to capitalize on employing the abundance of healthcare resources in our service to the community. 2040 Comprehensive Plan - Public Health Where We Are Headed Goals and Strategies: 1. Support social and mental wellbeing initiatives that span age and culture. a. Prioritize programs that promote health equity for all in the Healthy Living Grant program. b. Continue to celebrate young people’s accomplishments, and promote activities for children and youth to increase their participation in the community through volunteer programs such as the junior naturalist and junior park leader volunteer programs. c. Continue to support opportunities for children and youth to gain skills, increase self- esteem, and envision a positive future through partnership with organizations such as Children First. d. Continue to promote opportunities for people to build connections with their peers, neighbors, and the greater community by supporting activities, and events through the support of neighborhood organizations, the neighborhood grant program and the Healthy Living Grant program. e. Promote volunteerism and community service among people of all ages and cultures by creating and communicating volunteer opportunities within the city. f. Engage older residents in community conversations and volunteer opportunities so that they can find fulfillment in ways that benefit themselves and the community. 2. Support physically healthy communities that span age and culture. a. Continue to partner with the school district and support nutritional changes and education in the schools and across the community. b. Conduct a study of food accessibility and security in the community. c. Continue to support community nutrition education through the Healthy Living Grant program. d. Continue to seek ways to offer healthy nutritional options in municipal buildings. e. Continue to engage with the community on needs and desires pertaining to physical wellbeing. f. Continue to seek ways to implement initiatives that support physical activity in St. Louis Park through walking and biking in all parts of the community. g. Continue to support efforts led by the Health in the Park Champions that strengthen the ability of children, youth, and families to participate in their physical health, wellness, and education, and to contribute to the development of a vibrant, growing community. h. Continue to support efforts to reduce exposure to secondhand tobacco smoke in outdoor areas, particularly where vulnerable populations, such as children and seniors, are likely to be present. 3. Continue the Health in the Park initiative to support healthy growth, healthy aging, and healthy lifestyles for all. a. Continue to grow the Health in the Park Champion Program, engaging with community members to adopt healthy and active lifestyles to improve their general physical and mental health and well-being and to promote healthy aging for all ages. b. Promote access to affordable opportunities for people to participate in fitness and recreational activities and to enjoy the outdoors. c. Support connections and opportunities that serve the homeless, mentally ill, and chemically dependent populations through the Health in the Park program. d. Continue to grow the Health in the Park initiative in partnership with the school district and other community organizations who wish to advance the wellbeing of those in the city. e. Expand reach of the Health in the Park program ensuring equitable communication and opportunity for participation. 4. Consult the Climate Action Plan to increase resiliency and adaptability to the health effects of climate change. a. Address prospective health concerns related to climate change and the impact of extreme weather conditions on community members. 5. Improve regional collaboration around health and human services. a. Continue to be a member of county-wide initiatives such as Active Living Hennepin Communities and seek ways to collaborate across communities on healthy living activities and initiatives. b. Support and make connections with community organizations and other jurisdictions that advocate for strong health, human service, and public safety systems, including services for mental health and substance abuse in partnership with the Health in the Park initiative. 2040 Comprehensive Plan Update St. Louis Park May 2, 2018 St. Louis Park 2040 Comprehensive Plan – Working Outline CHAPTER Vision St. Louis Park • Strategic Directions • Key Themes Who We Are - Demographics Why We Are A Livable Community A. Planning Context 1. Historic Resources B. Land Use Plan C. Economic and Redevelopment D. Housing Plan E. Plan By Neighborhood Mobility: Getting Around in Our Community A. Highways and Streets B. Transit C. Bicycles and Pedestrians D. Freight Rail E. Aviation Where We Gather A. Parks and Open Space B. Schools C. Public Art Environmental and Sustainability A. Climate and Energy B. Solid Waste C. Water Resources 1. Water System 2. Sanitary Sewer 3. Surface Water 2040 Comprehensive Plan Update St. Louis Park May 2, 2018 D. Other utilities How We Govern A. City Government B. Public Health and Safety 1. Public Health 2. Inspection Services 3. Police Department Services 4. Fire Department Services C. Race and Equity D. Communications APPENDICES: • Water Supply Plan • I & I Study • Surface Water Management Plan • Climate Action Plan • Neighborhood Input Report Comprehensive Plan 2040 - Tentative Review Schedule Date Topics for discussion Feb 21 Land Use March 7 Housing March 21 Land Use and Mobility - City Council invited April 4 Climate and energy Parks and Recreation Solid Waste - Parks and Recreation Advisory Commission and Environment & Sustainability Commission invited April 16 City Council Study Session • Housing • Land Use April 18 Surface Water Water Supply Sanitary Sewer May-June Additional Community Engagement Survey May 2 Public Health and Safety Plan by Neighborhood May 14 City Council Study Session: • Remaining sections May 15 Goals and Strategies on Website; share with Commissions May 16 Plan by N’hood and additional remaining sections May 29 City Council Overall Plan Review May 30 Planning Commission Overall Plan Review June 6 Planning Commission recommendation to send out for review June 18 City Council action to send out for review