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HomeMy WebLinkAbout2022/03/16 - ADMIN - Agenda Packets - Planning Commission - Regular Planning commission meeting March 16, 2022 6:00 p.m. If you need special accommodations or have questions about the meeting, please call Sean Walther at 952.924.2574 or the administration department at 952.924.2525. Planning commission The St. Louis Park Planning Commission is meeting in person at St. Louis Park City Hall, 5005 Minnetonka Blvd., in accordance with the most recent COVID-19 guidelines. Some members of the planning commission may participate by electronic device or telephone rather than by being personally present at the meeting. Members of the public can attend the planning commission meeting in person or watch the meeting by webstream at bit.ly/watchslppc and on local cable (Comcast SD channel 17 and HD channel 859). Visit bit.ly/slppcagendas to view the agenda and reports. Due to technical challenges, courtesy call-in public comment is not available for this meeting. You can provide comment on agenda items in person at the council meeting or by emailing your comments to info@stlouispark.org by noon the day of the meeting. Comments must be related to an item on the meeting agenda. The city recognizes the value of the call-in opportunity to provide access to those who can’t attend meetings in person and is working on a reliable solution. Agenda 1. Call to order – roll call 2. Approval of minutes – February 16, 2022 3. Hearings 3a. Beltline Station Development Applicant: Sherman Associates, Inc. Case No.: 22-05-S, 22-06-PUD 4. Other Business 4a. 9920 Wayzata Boulevard EDA land sale conformance with the comprehensive plan 5. Communications 6. Adjournment Future scheduled meeting/event dates: March 23, 2022 – planning commission special meeting April 6, 2022 – planning commission regular meeting April 20, 2022 – planning commission regular meeting May 11, 2022 – planning commission regular meeting 1 2 Planning commission February 16, 2022 6:00 p.m. If you need special accommodations or have questions about the meeting, please call Sean Walther or the administration department at 952.924.2525. Planning commission Members present: Jim Beneke, Matt Eckholm, Michael Salzer (arrived 6:05pm), Tom Weber, Joffrey Wilson Members absent: Jessica Kraft Staff present: Jennifer Monson, Laura Chamberlain, Sean Walther Guests: Will Anderson, George Johnson, Dillon O’Brien 1. Call to order – roll call 2. Approval of minutes – February 2, 2022 Commissioner Weber made a motion, seconded by Commissioner Eckholm to approve the February 2, 2022, minutes as presented. The motion passed 4-0 (Commissioners Salzer and Commissioner Kraft absent). 3. Hearings 3a. Beltline Station Development Applicant: Sherman Associates, Inc. Case No: 22-01-CP Ms. Monson presented the report to the commission. Commissioner Wilson asked about two of the proposed buildings, one of which is market rate and one of which is largely affordable. He asked about the pros and cons or reasons for having the two types proposed. Ms. Monson stated the city’s inclusionary housing policy does require the mixing of incomes in each building adding this site is very complex. In order to finance the development, the affordable housing had to be in their own separate building from the market rate units. Mr. Anderson added this is driven primarily by the financing, adding they will be also pursuing bonds and also have low-income housing tax credits included, as well. He noted the majority of the affordable units have two to three bedrooms, which is a priority of affordable housing. He added Sherman is a developer that does both affordable and market rate properties and has been in business for over 40 years, having expertise in both areas. He noted there are balconies on every unit, two bathrooms in every unit and also underground parking. 3 Commissioner Weber stated this has been before the commission in the past year and asked if today this approval is only involving the roads and final approval will be later this year. Ms. Monson stated that is correct and noted last summer an environmental analysis was conducted. She added tonight the amendment to the comprehensive plan will be approved and at a later meeting, the final plan will be presented to the commission with building to begin later this summer. Commissioner Salzer asked if this will change from the 2018 transit-oriented development to this new form of development. Ms. Monson stated the majority was re- guided except for those guided right of way, so this amendment will bring all the developable land re-guided to transit-oriented development. Commissioner Wilson stated this development is needed and meets many of the city’s goals. He cautioned about setting a precedent for having affordable in one place and market rate in another. Ms. Monson stated staff and city council agree with this, adding it did take a very long time to figure out the financing. She stated the only way it was able to move forward was to have the housing separated out by affordable and market rate. She noted the Wooddale Station site will be mixed income with the affordable mixed with market rate units. Chair Beneke asked about the parking ramp and since is includes park and ride, who is responsible for the maintenance of the ramp. He also asked about the 268 stalls, stating it seems like a lot and what is the projected usage. Ms. Monson stated this will go to the city council and EDA will ultimately own the ramp and lease it to the Met Council and the residential spaces will be leased back to Sherman. A vertical separation of usage will be brought forward to the planning commission to approve at a later meeting. She added projected usage will probably not be 268 stalls and the city has pushed to reduce this, but under the SWLRT project and financing, the city is required to build those 268 stalls. She added they are looking into using stall for extra commercial use or tenant visitor parking would likely be allowed. Mr. Walther added originally SWLRT wanted over 500 stalls but the city was able to bring that down. He added this will be used for many park and ride vehicles from the south metro, so it most definitely will be used. Chair Beneke opened the public hearing. There were no callers. Chair Beneke closed the public hearing. 4 Commissioner Weber made a motion, seconded by Commissioner Wilson to approve the amendment as proposed by city staff. The motion passed 5-0 (Commissioner Kraft absent). 4. Other Business- none 5. Communications Mr. Walther stated the next meeting will be March 16 and the March 9 meeting is cancelled. He noted there will be two applications related to the Wooddale Station and a request for resolution for the project on Wayzata Blvd. for TIF for that site. Mr. Walther noted also the council approved the Park West final plat and the West Side Wine and Spirits application. He added applications for boards and commissions are now open and folks can apply on the city website. 6. Adjournment – 6:27 p.m. ______________________________________ ______________________________________ Sean Walther, liaison Jim Beneke, chair 5 6 Planning commission: Regular meeting Meeting date: March 16, 2022 Agenda item: 3a 3a Beltline Station Development Location: 4725 Highway 7, 4601 Highway 7, 3130 Monterey Avenue S Case Number: 22-05-S, 22-06-PUD Applicant: Sherman Associates, Inc. Owner: Beltline Development, LLC, St. Louis Park Economic Development Authority, and City of St. Louis Park Review Deadline: 60 days: April 17, 2022 120 days: June 16, 2022 Recommended motions: Chair to open the public hearing, take testimony and close the hearing. Motion to recommend approval of the preliminary and final plat, and the preliminary and final planned unit development (PUD) subject to the conditions recommended by staff. Summary of request: On February 5, 2018, the St. Louis Park Economic Development Authority (EDA) entered into an agreement with Sherman Development Associates LLC to develop a mixed-use, transit-oriented development immediately north of the Southwest Light Rail Transit (SWLRT) Beltline Boulevard Station Site. Sherman proposes to construct the following building components on the 6.6-acre site at the southeast corner of CSAH 25 and Beltline Boulevard: • Seven-story mixed-use building with 6 levels of market rate housing (156 units) and approximately 20,000 square feet of neighborhood commercial space, potentially anchored by a grocer. • Five-story market rate apartment building with 146 units. • Four-story all affordable apartment building with 82 units, 77 units will be available at 60% AMI and five units will be available at 30% AMI. 22 units will be three-bedrooms. • A 590-stall, seven-story parking ramp, which will include 268 LRT park and ride stalls and approximately 1,800 square feet of retail/commercial space. Sustainable features including on- and off-site solar, green space, plazas, and public art will be incorporated throughout the development. The development will exceed the requirements of the city’s green building policy as amended June 2020. The applicant submitted applications for a preliminary and final plat to create four developable lots and a preliminary and final planned unit development (PUD), which is a zoning map and zoning text amendment to create a new PUD zoning district specific to the properties and proposed uses. 7 Regular meeting meeting of March 16, 2022 (Item No. 3a) Title: Beltline Station Development Site information: The proposed redevelopment site is in the southeast quadrant of CSAH 25 and Beltline Boulevard. The site is immediately north of the Southwest Light Rail (SWLRT) Beltline Boulevard Station. The site is comprised of four tracts of land totaling approximately seven acres in the Triangle neighborhood: • 4601 Highway 7 (owned by the EDA) • 3130 Monterey Ave S (owned by the EDA) • road right of way (owned by the city) • 4725 Highway 7 (owned by Beltline Development LLC an affiliate of Sherman Associates) Site area (acres): 5.53 acres Current use: Vacant land Surrounding land uses: North: CSAH25 East: General Office Products South: SWLRT Beltline Station West: Beltline Boulevard Monterey Ave. S 4601 Hwy 7 Beltline Blvd. Natchez Ave. S 3130 Monterey 4725 Hwy 7 ROW 8 Regular meeting meeting of March 16, 2022 (Item No. 3a) Title: Beltline Station Development Current 2040 land use guidance Current zoning TOD - transit oriented development I-G general industrial ROW - right of way RRR - railroad Proposed 2040 land use guidance Proposed zoning TOD - transit oriented development PUD planned unit development ROW - right of way Background: In 2015 the city received a $6.4 million-dollar federal grant to construct a multi- level parking ramp in lieu of a large surface parking lot to serve the park and ride needs of the SWLRT at the Beltline Station. In summer 2017, the EDA entered into a preliminary development agreement with Sherman Associates to construct a development that meets the city’s objectives for the site which included: • Construct a signature, transit-oriented development (TOD). • Transform the SWLRT Beltline Boulevard Station Redevelopment Site into an active, TOD-focused place with: − Mixed use development (including multi-family residential, office and small commercial components), − Housing density to support transit ridership, − Mixed income housing (both market rate and affordable), and − High-quality shared site amenities. • Optimize the site’s development and employment potential. • Integrate development with the adjacent SWLRT Beltline Boulevard Station and connect with the surrounding areas. • Build a parking structure for required park-and-ride purposes. • Demonstrate high standards for environmental sustainability. The EDA determined Sherman Associates’ proposal most closely aligned with the city’s vision, development objectives and preferred programming for the site. City staff and Sherman Associates have been working on details and financing of the project for the past several years, and the development team is now in the process on moving forward with their development proposal. The applicant applied for a comprehensive plan amendment in January 2022, to reguide portions of the site from right-of-way and railroad to transit-oriented development. This application was reviewed by the planning commission on February 16, 2022 and was approved by city council on March 7, 2022. In addition, Sherman Associates submitted a vacation application to Hennepin County to vacate portions of CSAH 25 along the northern portion of the site, and the City of St. Louis Park have initiated vacation applications for various street, highway, alley, and easement right-of-way to prepare the site for redevelopment. City vacations are in process and will be considered by the city council in April 2022. Present considerations: The applicant requests the city: 1. Approve a preliminary and final plat to create four developable lots. 2. Amend the zoning map and zoning ordinance to rezone the subject properties from IG – 9 Regular meeting meeting of March 16, 2022 (Item No. 3a) Title: Beltline Station Development general industrial to PUD - planned unit development. Architectural site plan Preliminary and final plat analysis: Sherman Associates seeks preliminary and final plat approval to combine numerous lots for the development. Lots: The subdivision proposal will create four lots. Lot 1, Block 1, Beltline Station, Hennepin County, Minnesota will have an area of 73,675 square feet or 1.69 acres. This lot will be the location of the 156 unit, seven-story mixed use building, with 20,000 square feet ground floor commercial (Building 1). The density for this site is 92.3 units per acre. Lot 2, Block 1, Beltline Station, Hennepin County, Minnesota will have an area of 61,509 square feet or 1.41 acres. This lot will be the location of the 82 unit, four-story all affordable residential building (Building 2). The density for this site is 58.2 units per acre. Lot 3, Block 1, Beltline Station, Hennepin County, Minnesota will have an area of 61,140 square feet or 1.40 acres. This lot will be the location of the 146 unit, five-story all market-rate residential building (Building 3). The density for this site is 104.3 units per acre. 10 Regular meeting meeting of March 16, 2022 (Item No. 3a) Title: Beltline Station Development Lot 4, Block 1, Beltline Station, Hennepin County, Minnesota will have an area of 43,190 square feet or 0.9915 acres. This lot will be the location of the seven-story parking ramp, which includes 1,900 square feet of ground floor commercial (parking ramp). Easements: Drainage and utility easements are provided along all external and internal property lines. There is a 30-foot utility easement running along the interior north-south property lines to accommodate a large storm sewer utility, as well as water and sewer connections that serve the development. The applicant requests some reductions of drainage and utility easements surrounding the site, and the proposed widths vary. Staff supports these reductions because all major utilities serving the surrounding area are located within right-of- way or are located within the 30-foot easement through the site. Additional easements surrounding the property would unlikely be utilized. Private access easements between all sites will be required prior to the issuance of building permits. Right of way: The city and Hennepin County are processing applications to vacate excess right- of-way along CSAH 25 and the former frontage road. The SWLRT project is removing the frontage road and will be buildable property when vacated. The City of St. Louis Park owns fee title to all the land under the right-of-way and intends to sell this land to Sherman Associates as part of the development. Park and trail dedication: The parks and recreation advisory commission (PRAC) reviewed the park and trail dedication for the proposed development on February 16, 2022. PRAC recommended collecting park and trail dedication fees in lieu of land. Several of the parcels have already been platted, and dedication fees have already been paid for the former commercial and industrial uses that were on the site. However, park and trail dedication fees will need to be collected for all new dwelling units. The 2022 fee schedule sets the residential park dedication fee at $1,500 per dwelling unit and the residential trail dedication fee at $225 per dwelling units. Staff finds the preliminary and final plat meet city requirements. PUD analysis: 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. The site is currently zoned IG – General Industrial. 11 Regular meeting meeting of March 16, 2022 (Item No. 3a) Title: Beltline Station Development Building and site design analysis: Beltline Station Development 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 proposed 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 these criteria will be met. (3) A PUD shall comply with the City’s Green Building Policy. This criterion will be met. The development intends to use Enterprise Green Communities and use the Energy Design Assistance program to meet the requirements of the policy. 12 Regular meeting meeting of March 16, 2022 (Item No. 3a) Title: Beltline Station Development (4) The use of green roofs or white roofs and on-site renewable energy is encouraged. The building includes rooftop solar energy installation. This criterion will be met. In addition, Sherman Associates developed, owns and operates two solar gardens under the community solar program totaling 6.75 megawatts. Buildings and tenants at Beltline Station Development could subscribe to Sherman’s solar gardens under the community solar program. (5) A PUD shall comply with the city’s Inclusionary Housing Policy. The development will include 20 percent of the units available at affordable rents. The development includes 82 affordable units with 5 units affordable at 30 percent area median income (AMI) and 77 units affordable at 60 percent AMI exceeding the city’s policy. This criterion will be met. Zoning analysis: The following table provides the development metrics. The property is proposed to 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 Building 1 Building 2 Building 3 Ramp Met? Use Mixed-Use Mixed-Use Residential Residential Ramp Yes Lot Area 2.0 acres required 5.53 acres included 1.69 1.41 1.4 0.99 Yes Sidewalks Required Provided along all street frontages Yes Height None with PUD 7 stories: 83 ft 4 stories: 49 ft 5 stories: 60 ft 6.5 stories: 77 ft 92.5 ft clock Yes Building Materials Minimum of 60% Class I materials North: 63.3 South: 60.4 East: 64.4 West: 60.6 North: 60.2 South:60.2 East: 60.2 West: 64 North: 60.8 South: 64.8 East: 62.7 West: 75.5 North: 44.4 South: 50.5 East: 30.7 West: 67.7 Yes Dwelling Units Total Proposed: 211 156 82 146 0 Yes Density (units per acre TOD: Average 50-125 92.3 58.2 104.3 0 Yes Floor Area Ratio None with PUD 2.43 2.0 3.16 4.72 Yes Setbacks None with PUD North: 3.7’ South: 5’ East: 29’ West: 4.6’ North: 10’ South: 35.7’ East: 4’ West: 27’ North: 6.5’ South: 7’ East: 7.5’ West: 14.6’ North: 0’ South: 1.5’ East: 27.6’ West: 1.9’ None with PUD 13 Regular meeting meeting of March 16, 2022 (Item No. 3a) Title: Beltline Station Development Factor Required Building 1 Building 2 Building 3 Ramp Met? Off-Street Parking Residential: 1 per studio 1 per 1-bed 1.25 per 2-bed 2 per 3-bed Allow 30% discount at LRT Commercial: 1 per 250 sf commercial Residential Required: 128 Provided in Ramp: 247 Commercial Required: 60 Provided in surface: 55 1.6 per unit Required: 89 Provided: 95 Garage: 59 Surface: 37 1 per unit Required: 125 Provided: 178 Garage: 96 Surface: 6 In Ramp: 77 1.29 per unit Required: Building 1: 128 Building 3: 23 Park&Ride: 268 Total: 419 Provided: Building 1: 247 Building 3: 77 Park&Ride: 268 Total: 592 Yes EV charging Stations Residential: 10% Level 2 Commercial: 5% Level 2 Residential Required: 13 Provided: 13 Commercial Required: 6 Provided: 6 Required: 9 Provided: 10 Required: 13 Provided: 13 Required: Building 1: 13 P&R:14 conduit Provided: Building 1: 13 P&R:14 conduit Yes Bicycle Parking Residential 1 per dwelling unit plus 1 per 10 automobile spaces Commercial 10% of required parking Residential Required: 181 Provided: 118 Proof: 70 Commercial Required: 6 Provided:6 Required: 92 Provided: Interior: 104 Exterior: 8 Required: 161 Provided: Interior: 156 Exterior: 8 Required: None Provided: Proof for Building 1: 70 Yes Open Area/ DORA No specific percentage with PUD 35% 37% 29% NA Yes Landscaping Canopy tree: 384 Shrubs: 2304 See Landscaping section - Alternate landscaping required Yes Mechanical Equipment Full screening required Provided: Any proposed rooftop equipment shall be screened by parapet so as not visible from off-site. All ground floor mechanical shall be screened. Yes Sidewalks Required along all street frontages Provided along all street frontages Yes Refuse handling Full screening required Provided: Garbage, Organics, & Recycling Yes Transit service None required Immediately adjacent to Beltline LRT Station Located on Metro Transit Bus Line #17 Yes Stormwater Management Meet state and city requirements Sites will meet requirements Yes 14 Regular meeting meeting of March 16, 2022 (Item No. 3a) Title: Beltline Station Development Uses: Beltline Station Development is a single-phased mixed-use, mixed-income development with three buildings. There are two market rate buildings and one all affordable building. The buildings include a combination of studio, alcove, one-bedroom, one-bedroom + den, two- bedroom, two-bedroom + den and three-bedroom uses. The breakdown of unit type by building is as follows: Unit Type Summary Building Studio Alcove 1 bed 1bed+ 2bed 2bed+ 3bed TOTAL Building 1: Market Rate 21 11 56 15 53 156 Building 2: Affordable 30% AMI - 1 60% AMI -14 30%AMI - 3 60%AMI - 42 30%AMI - 1 60%AMI - 21 5 77 Building 3: Market Rate 15 53 15 58 5 146 Total 21 26 124 30 156 5 22 384 Inclusionary housing policy: The inclusionary housing policy requires any residential development that requires a planned unit development rezoning adhere to the city’s inclusionary housing policy. The required breakdown is 20 percent of units at 60 percent area median income (AMI), 10 percent of units at 50 percent AMI, or five percent of units at 30 percent AMI. The developer can choose what percentage of affordability they would like to provide. The Beltline Station Development would be mixed income with 82 units (20 percent) offered at affordable rents in one building. Specifically, 77 units would offer affordable rents to households at 60% AMI and five units would offer affordable rents to households at 30% AMI, exceeding the city’s inclusionary housing requirements. The development would also provide 22 three-bedroom units (27 percent of the affordable units) to accommodate larger families. An all-affordable building would differ from the Inclusionary Housing Policy requirement that all affordable units be spread between the various buildings, however, in this case, it is the most efficient financing and design structure for the affordable housing. It allows the developer to deliver more affordable housing units, targeting areas of greatest housing need including: • Family sized housing units. o 67 (82%) of the affordable units would be two bedrooms or larger. o 22 units (27%) would be three bedrooms. o The average unit floor area would be 1,029. • More deeply affordable units: Five (5) units at 30% AMI • Well designed and quality housing units in any product type. Examples include: o Two- and three-bedroom units generally have two baths. o Structured/tempered parking. o Ample common area amenities to serve the needs of residents/families. o Exterior building materials that complement and match the adjacent market rate buildings. o Most units would have a balcony or walk out patio. Amenities for the affordable building are similar to that of the market rate buildings but are 15 Regular meeting meeting of March 16, 2022 (Item No. 3a) Title: Beltline Station Development designed more specifically with families in mind, and include a fitness room, club room, pet spa, playground, splash pad and amenity deck. Per the Metropolitan Council, 60 percent AMI for a family of four is $62,940. Monthly rental rates at 60 percent AMI are presently $1,180 for a one-bedroom unit, $1,417 for a two- bedroom, and $1,635 for a three-bedroom unit. 30 percent AMI for a family of four is $31,450. Monthly rental rates at 30 percent AMI are presently $590 for a one-bedroom unit, $708 for a two-bedroom unit, and $817 for a three-bedroom unit. Wetlands: There is an existing wetland on the southeast corner of the site. This wetland will be filled, and the developer will work with the city to add wetland credits elsewhere in St. Louis Park. This wetland impact was reviewed as part of the environmental assessment worksheet (EAW). Utilities and easements: There is an existing 66-inch storm sewer pipe running north to south through the site connecting storm water from north of CSAH 25 to Bass Lake Preserve. This pipe is proposed to be relocated and reconstructed slightly to the east and would be located in the center of the development. An existing easement would be vacated, and a new 30-foot easement would be recorded to provide for operation and maintenance of the utility line. There are two Metropolitan Council force sewer main lines running along the north site of the site. A portion of these lines sit under what is currently the CSAH 25 frontage road. Portions of these force sewer lines will be relocated further north within the CSAH 25 right-of-way in order to add additional development land to this property. There are a number of various other highway, street, alley, and utility easements that are requested to be vacated as part of the proposed development. The need for these easements will go away with the development. These applications are being reviewed by various agencies and will be considered by city council on April 4, 2022. All additional new utility services to the building will be placed underground. Utility service structures, such as generators or transformers, will be screened completely from off-site with materials consistent with the main building façade. Per the development agreement, buildings will provide the necessary infrastructure to take advantage of fiber-optic service lines in the vicinity of the development. Setbacks: There are no required minimum setbacks for a PUD in a commercial/industrial area. Building 1 is setback 4.6 feet from the property line along Beltline Boulevard, 3.7 feet from the property line along CSAH 25, 29 feet from the east internal property line, and 4.6 feet from the south internal property line. Building 2 is setback 10 feet from the property line along CSAH 25, 4 feet from the property line along Monterey Avenue, 27 from the west internal property line, and 35.7 feet from the south internal property line. Building 3 is setback 7.5 feet from the east property line adjacent to Monterey Avenue, seven feet from the south property line adjacent to the backage road, 14.6 feet from the west internal property line, and 6.5 feet from the north internal property line. Height: Building 1 is seven stories high (83 ft) and the commercial uses on the building’s 16 Regular meeting meeting of March 16, 2022 (Item No. 3a) Title: Beltline Station Development northeast corner are at grade with the surrounding sidewalk network. Due to high groundwater, there is no underground parking for this building. Building 2 is four-stories high (49 ft) and building 3 is five stories high (60 ft). Due to high groundwater and the inclusion of underground parking for both buildings 2 and 3, the first floor is slightly elevated providing the opportunity for walkout units with small patio spaces/stairs. The parking garage is 6.5 stories high (77 ft) with a 92.5-foot-tall clock tower on the southeast corner. The commercial uses on the southwest corner are at grade with the surrounding sidewalk network. Façade: The mixed-use and residential buildings are comprised primarily of glass, brick and architectural cladding all of which are considered class I materials. Class II materials include metal and fiber cement panels. The parking garage is comprised of brick, glass, and architectural cladding for class I materials. The first three floors of the building facing Beltline Boulevard and the backage road utilize a perforated metal panel system which is considered a class II material. The intent is this material will allow for green walls on the levels of open-aired park and ride spaces. The amount of class II material on the west and south facades of the ramp exceeds what is permitted on a parking ramp located within 20 feet of a public right-of-way. However, during a 2018 neighborhood meeting for the site, neighbors expressed an interest in unique design, different from other buildings within the city. These elevations were shared at several city council meetings, a planning commission study session, with the parks and recreation advisory committee, and a neighborhood meeting. Elected and appointed officials and residents seemed open to and liked the idea of a green wall in this location and the perforated metal panel. A similar material is utilized on the Mozaic parking ramp in Uptown Minneapolis. Staff are supportive of the use of this product for the parking garage. The commercial uses meet the transparency requirements on all ground floor street facing facades. Transparency levels on building 1’s ground floor commercial spaces on the north and west elevation exceed the city’s minimum requirements of 50 percent. There are no ground floor transparency requirements for residential buildings, however the city’s draft form-based code recommends a minimum of 20 percent transparency for residential uses in this area. The development provides more than 20 percent ground floor transparency on all street facing facades. Traffic study: A number of mobility network improvements are being completed as part of the SWLRT project, including the removal of the Highway 7 frontage road adjacent to this redevelopment site, the construction of a “backage” road near the LRT station, a new road connection at Monterey Boulevard with a right-in only off CSAH 25, and a new signalized intersection at Lynn Avenue and CSAH 25. Sherman proposes pedestrian and bicycle infrastructure on all street frontages surrounding the site. A multi-use trail and a sidewalk are proposed along CSAH 25 and sidewalks are proposed along the west side of Beltline Boulevard, the north side of the backage road and on the west side of Monterey Avenue adjacent to the project. Pedestrian connections are also provided through the site. 17 Regular meeting meeting of March 16, 2022 (Item No. 3a) Title: Beltline Station Development The developer proposes relocating portions of the backage road slightly north to accommodate the installation of a ¾-intersection on Beltline Boulevard to allow southbound cars on Beltline to turn left into the development, rather than a right-in/right-out only intersection. Left-hand turns from the backage road onto Beltline Boulevard would be prohibited. Similar intersections have been installed on Wooddale Avenue near the Highway 7 Frontage Road and were installed in 2020 at Monterey Drive and Park Commons Drive. The developer hired Kimley-Horn to complete a traffic study for the development. S.E.H., a third-party expert, was then hired by the city to review the traffic study. The study analyzed three scenarios for existing conditions and opening day (2024) scenario 1 and opening day (2024) scenario 2. Scenario 1 included the traffic configuration with SWLRT infrastructure improvements. Scenario 2 included the added altered ¾ intersection from Beltline Boulevard and also looked a right-out at Monterey Drive and CSAH 25. This right-out from Monterey Drive and CSAH 25 if no longer being pursued due to lack of support from Hennepin County. The study looked at six intersections including CSAH 25 & Beltline Boulevard/Ottawa Avenue South, Beltline Boulevard & CSAH 25 South Service Road, Beltline Boulevard and Park Glen Road, CSAH 25 and Lynn Avenue, CSAH 25 and Monterey Avenue, and Beltline Boulevard and the backage road. Summarized below is the overall vehicular LOS for the six intersections for each scenario. Existing Conditions Scenario 1 Scenario 2 Intersection AM Peak Hour PM Peak Hour AM Peak Hour PM Peak Hour AM Peak Hour PM Peak Hour CSAH 25 & Beltline Blvd. C D C D C D Beltline Blvd. & CSAH 25 service rd. A C A C A C Beltline Blvd. & Park Glen Rd. A E A E A F CSAH 25 & Lynn Ave. A A B B A A CSAH 25 & Monterey Ave. A A A A A A Beltline Blvd. & backage rd. A B A C A C All intersections operate at an acceptable LOS during AM and PM peak hours except for the Park Glen Road and Beltline Boulevard intersection. The traffic study recommends the installation of a signal at this intersection in the near future. The Beltline Station Development itself does not trigger the need for the signal, but with additional development occurring along Beltline Boulevard, the city plans to install the signal in 2024 as part of the Park Glen pavement replacement. Access: All vehicular access is provided off Beltline Boulevard to the backage road, and from CSAH 25 via a right-in only at Monterey Drive and a signalized intersection at Lynn Avenue. There are driveways into the development site from the backage road and Monterey Drive. As 18 Regular meeting meeting of March 16, 2022 (Item No. 3a) Title: Beltline Station Development mentioned above, the developer proposes to install a ¾ intersection at Beltline Boulevard and the backage road, shifting the access point slightly to the north, which varies from SWLRT plans. This redesign provides the opportunity for a public plaza on the south side of the backage road adjacent to the Beltline Blvd. LRT station. The proposed intersection change has been reviewed and is supported by city, SWLRT and Hennepin County staff. All loading and utility access is provided internally within the development. Trash and loading are provided on the south side of building 1 adjacent to the parking ramp. Trash and loading for building 2 and building 3 are located within the internal driveway/parking area on the site. Shared access agreements will be required between all sites as each site is reliant upon other the other sites for access. Pedestrian access is provided via sidewalks surrounding the site along all right-of-way, and a 10- foot-wide multi-use trail is provided along CSAH 25. Additional pedestrian access is provided through the site on north-south and east-west internal sidewalk connections. Bike connections are made via a bike lane on Beltline Boulevard, and on the proposed 10-foot- wide multi-use path along CSAH 25. In addition, the site can be accessed via the Cedar Lake LRT Regional Trail and trail bridge over Beltline Boulevard. Parking: The developer proposes 845 onsite parking spaces, which is similar to the amount of parking provided, on a per unit basis, for the Beltline Residence and Risor developments located immediately to the south along Beltline Boulevard. 98 stalls will be in surface lots, 155 stalls will be located in underground parking, and 592 stalls will be located in an above ground structured garage. 268 of the parking stalls in the parking garage will be dedicated as park and ride stalls for the SWLRT Metro Green Line Extension Beltline Blvd. Station and the remainder of the stalls in the garage will be for residential parking for building 1 and building 3. City code requires one parking space for studios, alcoves, and one-bedroom units, 1.5 spaces for two-bedroom units, and two spaces for three-bedroom units. The code also requires one space for every 250 square feet of commercial space. In addition, code allows for an overall reduction of thirty percent of parking when located within a quarter mile of a light rail station, making the total required parking on site 369 spaces for residential and commercial uses. This does not include the required 268 SWLRT spaces, which puts the total required space count to 637 spaces. The developer exceeds the city’s requirements to meet market demand and are providing 575 spaces for residential and commercial uses and the 268 park and ride stalls. They are providing this additional parking on-site due to lack of surrounding over-flow parking as there is no on-street parking permitted anywhere nearby. The development will adhere to the city’s readiness ordinance, which requires 800 mhz radios and security cameras in the parking garage. Electric vehicle parking: The development meets the city’s electric vehicle parking ordinance. A total of 22 level 2 spaces for residential uses and six level 2 spaces for commercial uses will be provided. Additional conduit will be provided for 14 future level 2 spaces within the park and ride portion of the ramp, which is not required to adhere to city ordinances. 19 Regular meeting meeting of March 16, 2022 (Item No. 3a) Title: Beltline Station Development Bicycle parking: 440 bicycle parking spaces are required, and 400 spaces are provided. Bicycle parking is located near the building entrances for each building and in bicycle storage rooms within the buildings’ structured parking areas. The applicant is requesting the utilization of proof of bicycle parking for 70 bike parking spaces for building 1. Based on the applicant’s experience on other similar-sized, market rate apartment buildings, including developments in downtown Minneapolis, they are providing enough bicycle parking to meet the needs of their future residents. There is space to add 70 bicycle parking spaces within the parking garage, and this area is included in the official exhibits. Lighting: Lighting around the site is minimal and is focused toward the main entrances of the buildings and the surface parking lots. The lighting in the parking garage will utilize screening and shields to minimize off-site views of the lighting fixtures. All lighting will meet the requirements of the zoning ordinance. Landscaping: A total of 1,532 caliper inches of significant trees are being removed from the site. The city’s tree replacement calculation requires 1,838.4 caliper inches be replaced. 711 caliper inches will be replanted as part of the development, and the developer will be required to pay the difference of 1,127 caliper inches into the city’s tree fund at a rate of $140 per caliper inch ($157,780). The landscape plan indicates 179 new canopy trees, 79 new ornamental trees, 6 new evergreen trees, 706 new shrubs, and 302 new perennials throughout the site. The project does not meet the city’s planting and tree replacement requirements. Code allows for alternative landscaping measures in order to meet the intent of the landscape ordinance including but not limited to outdoor grills, the playground and amenity areas, pocket park spaces throughout the site, outdoor space located on the roof and multiple locations for public art. Staff will work with the developer to ensure the development meets the intent of the ordinance as the outdoor spaces are further refined. Designed outdoor recreation area (DORA): There is no minimum DORA requirement for planned unit developments, but 31 percent of the site is designed as DORA. This includes 35 percent DORA for building 1, 37 percent for building 2, and 29 percent for building 3. There are several outdoor recreation and gathering spots including multi-use trail along CSAH25, a dog run, shared outdoor areas between building 1 and building 2, a rooftop pool and terrace for building 1, a splash pad, playground, and amenity deck for building 2, and a pool and amenity deck for building 3. In addition, the ground floor units all have individual patio entrances, and most units have external balconies, providing more private outdoor amenity spaces for residents. In addition, the site is immediately adjacent to the Cedar Lake LRT Regional Trail. The city requires 12% in other districts. Public spaces: Public and semi-public spaces are located throughout the site. These spaces include a pocket park and dog run between the two northern buildings, a wide pedestrian space running north-south through the site, a covered seating area between the parking ramp and building 1, some public space located near a water retention garden on the northeast 20 Regular meeting meeting of March 16, 2022 (Item No. 3a) Title: Beltline Station Development corner, and a public plaza south of the “backage” road, immediately adjacent to Metro Transit’s bus stop. Ideally, the developer would like to be able to close portions of the parking areas to provide for community gathering areas, farmers markets, and the like. Signs: A sign plan was not submitted for review. The site will be required to adhere to the sign requirements for the mixed-use zoning districts, but the maximum height for stand-alone signs will be limited to fifteen feet. Green building policy: The development will adhere to the city’s green building policy and Sherman intends to exceed the city’s requirements. Examples of sustainable design standards Sherman has implemented in the past include LEED, Minnesota Green Communities, National Green Building Standards, SB2030/B3 and ENERGY STAR. In general, the development will pursue goals to achieve energy efficiency within the building envelopes, increased indoor environmental quality to enhanced occupant health and productivity, the buildings will utilize green products and materials during product sourcing and manufacturing. In general, the site is situated and designed to provide for local multimodal connectivity. Some strategies that will be utilized throughout the buildings include: • Energy star qualified appliances and equipment, • Energy conservation strategies that include improvements to the building envelope, lighting control, higher efficiency HVAC equipment, efficient water heating systems, and on-site and off-site renewable energy. • The site is designed to conserve water, control erosion, and protect water quality. Some best management practices include permeable paving, roof deck plants, and underground stormwater storage. • Construction waste management and recycling. • Waste management that includes recycling and trash chutes and resident training manuals. • Reduction in light pollution. • Low-emitting materials including flooring adhesives, carpets, paints, and furnishings. • Radon control and mitigation. In addition, Sherman Associates developed, owns and operates two solar gardens under the community solar program totaling 6.75 megawatts. Buildings and tenants at Beltline could subscribe to Sherman’s solar gardens under the community solar program. Climate Action Plan: The developer understands the city’s desire to reduce the city’s overall carbon emissions by 55 percent by 2030 and would contribute to the city’s goal of reducing vehicle emissions by 25 percent. The site is adjacent to the SWLRT Beltline Boulevard station and the Cedar Lake LRT Regional Trail creating great multimodal access immediately adjacent and surrounding the site. Mobility access includes LRT, sidewalks, multi-use trails, and frequent bus service once LRT is operational. These modes link the site to the immediate amenities, but also to the greater metro area without needing to rely on a vehicle. Diversity, equity and inclusion: Sherman Associates is committed to advancing equitable developments and utilize their projects to advance social, racial, and economic equity. They are committed to advancing these goals throughout the development process itself and with the 21 Regular meeting meeting of March 16, 2022 (Item No. 3a) Title: Beltline Station Development product being delivered. Concrete examples of strategies Sherman Associates has employed to advance social, racial, and economic equity include: • Strong performance in Disadvantaged Business Enterprise Program contracting • Corporate charitable giving strategy with a corporate match • Commitment to developing/owning/managing quality affordable housing • Partnering to provide housing and supportive services to families and individuals at risk of homelessness • Partnering to provide housing and supportive services to individuals with significant and long- term disabilities • Leadership involvement and mentorship in industry professional programs promoting diversity initiatives Environmental assessment worksheet (EAW): An EAW was completed summer 2021 for the Beltline Station Development. The draft EAW was published in the Environmental Quality Board Monitor on July 6, 2021, and the comment period ended August 5, 2021. The EAW examined the potential for environmental impacts of the proposed project including: a detailed project description, review of required permits, and analysis of land use and zoning; geology, soils, topography; water resources; contamination and hazardous materials; ecological resources; historic properties; visual effects; air emissions; noise; and transportation. Six regulatory agencies and three public written comments were submitted. On August 23, 2021 the city council approved a record of decision, finding of fact, and the negative declaration of the need for an environmental impact statement. Other relevant guidance documents: In 2012 the city completed the Beltline Area Framework & Design Guidelines to provide guidance for anticipated redevelopment in the area around the SWLRT Beltline Station. The plan is not a mandated design, rather it offers guidance to communicate building design, massing and community preferences to potential developers and city officials. The vision for the Beltline area states “The Beltline area is home to a number of existing community assets. The future Southwest LRT line and transit station present a valuable opportunity for building upon and connecting the area’s assets to create a vibrant new community hub in the Beltline area.” The document provides guidance on the design of future buildings with specifications for building form and character, building façade design, street frontage design, and site design. Typical characteristics of a buildings in the “CSAH 25 South Wedge” character district, where the development site is located, include orientation towards the Beltline Station, plazas, and the regional trail. Buildings should also be oriented towards Beltline Blvd. and include “active” ground-floor uses. Neighborhood meeting: A virtual neighborhood meeting was held on February 10, 2022. The developers presented their development proposal for the site. There were four attendees at the meeting who asked questions about rooftop solar, the number of small retail spaces, pedestrian access through the site and to the light rail platform, impacts from the delay of the 22 Regular meeting meeting of March 16, 2022 (Item No. 3a) Title: Beltline Station Development light rail construction, and if there are any interior amenities in the affordable building for children due to Minnesota’s cold winters. The developers answered the attendees’ questions and are going to explore adding interior play areas in the affordable building. The overall comments were positive. The recording of this meeting is posted on the city’s development projects webpage. The developers also expressed interest in having further community engagement specifically to seek input on the neighborhood commercial use for the parking ramp. Next steps: City council is scheduled to consider the preliminary and final plat and preliminary and final planned unit development on April 4, 2022. The applicant will also be submitting applications for a registered land survey, which is a vertical plat. This provides for different owners to own different portions of the parking ramp. The process for approval of a registered land survey is similar to a preliminary and final plat. This application will be brought before the planning commission for a public hearing and recommendation in the coming weeks. Recommendations: Staff recommends approval of the Beltline Station plat subject to the following conditions: 1. The site shall be developed, used and maintained in accordance with the conditions of this resolution, 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 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 ensure 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 and maintenance of all public improvements including, but not limited to, sidewalks, boulevards, multi-use trails, the public plaza south of the backage road, and the execution of necessary easements related to such improvements. ii. The applicant shall reimburse city attorney’s fees in drafting/reviewing such documents as required in the final plat approval. iii. 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. A preconstruction meeting shall be held with the appropriate development, construction, private utility, and city representatives. 23 Regular meeting meeting of March 16, 2022 (Item No. 3a) Title: Beltline Station Development c. All necessary permits shall be obtained. d. The developer shall pay to the city the tree replacement fee. 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 in the amount of 1.25 times the estimated costs for the installation of all public improvements (including but not limited to: force main relocation, storm sewer reconstruction, street, sidewalks, multiuse trails, boulevards, utility, streetlights, landscaping, etc.), placement of iron monuments at property corners, the private site stormwater management system and landscaping. 5. The on-site underground storm water management system, and on-site water and sanitary sewer connections shall be privately-owned and privately maintained. Access to the systems shall be provided to the city for clean-out and inspection purposes when warranted. Access points shall be covered by a drainage and utility easement, as provided on the final plat. 6. Prior to issuance of a building permit, the following conditions shall be met: a. All necessary permits shall be obtained. b. The developer shall pay to the city the park dedication fee of $579,000 and trail dedication fee of $86,400 for residential uses. i. The park dedication fee of $234,000 and trail dedication fee of $35,100 for residential uses shall be paid prior to starting any land disturbing activities for building 1. This fee shall be collected prior to permitting. ii. The park dedication fee of $219,000 and trail dedication fee of $32,850 for residential uses shall be paid prior to starting any land disturbing activities for building 2. This fee shall be collected prior to permitting. iii. The park dedication fee of $123,000 and trail dedication fee of $18,450 for residential uses shall be paid prior to starting any land disturbing activities for building 3. This fee shall be collected prior to permitting. Staff recommends approval of the preliminary and final planned unit development for the Beltline Station 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. A preconstruction meeting shall be held with the appropriate development, construction, private utility, and city representatives. b. All necessary permits shall be obtained. 4. Prior to issuance of building permits, the following conditions shall be met: 24 Regular meeting meeting of March 16, 2022 (Item No. 3a) Title: Beltline Station Development a. 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. Alternative landscaping requirements and tree replacement fees. iii. The installation and maintenance of all public improvements including, but not limited to, sidewalks, trails, boulevards the public plaza south of the backage road and the execution of necessary easements related to such improvements. 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, trails, boulevards, lighting), 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. iv. The mayor and city manager are authorized to execute said planning development contract. b. Final construction plans for all public improvements and private stormwater, water, and sewer systems shall be signed by a registered engineer and submitted to the city engineer for review and approval. c. Building material samples and colors shall be submitted to the city for review and approval. 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. g. Temporary electric power connections shall not adversely impact surrounding neighborhood service. 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. 25 Regular meeting meeting of March 16, 2022 (Item No. 3a) Title: Beltline Station Development 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. Supporting documents: zoning map amendment exhibit; draft PUD ordinance; official exhibits; site renderings; traffic study; Beltline Station area framework and design guidelines Prepared by: Jennifer Monson, redevelopment administrator Laura Chamberlain, senior planner Reviewed by: Gary Morrison, zoning administrator Sean Walther, planning and zoning manager 26 Regular meeting meeting of March 16, 2022 (Item No. 3a) Title: Beltline Station Development Zoning map amendment exhibit 27 Regular meeting meeting of March 16, 2022 (Item No. 3a) Title: Beltline Station Development Ordinance No. ___-22 Ordinance amending the St. Louis Park City Code relating to zoning by creating Section 36-268-PUD 22 as a Planned Unit Development Zoning District for the property located at 4725 Highway 7, 4601 Highway 7, and 3130 Monterey Avenue South The City of St. Louis Park does ordain: Section 1. The city council has considered the advice and recommendation of the planning commission (Case No. 22-06-PUD) for amending the Zoning Ordinance Section 36-268-PUD 22. Section 2. The city council voted on March 7, 2022, to approve Resolution No 22-040 amending the 2040 Comprehensive Plan and the future land use designation for the subject property located at 4724 Highway 7, 4601 Highway 7, and 3131 Monterey Avenue South from Right of Way and Railroad to Transit-Oriented Development. Said comprehensive plan amendments are associated with this ordinance and require Metropolitan Council review and authorization to put it into effect. Section 3. The Zoning Map shall be amended by reclassifying the following described lands from IG-General Industrial to PUD 22: Lot 1, Block 1, Beltline Station, Hennepin County, Minnesota Lot 2, Block 1, Beltline Station, Hennepin County, Minnesota Lot 3, Block 1, Beltline Station, Hennepin County, Minnesota Lot 4, Block 1, Beltline Station, Hennepin County, Minnesota Section 4. 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 22 (a) Development Plan. The property shall be divided into four zones, as indicated on the A0.01 Architectural Site Plan of the Official Exhibits. The zones shall be established by dividing the site into four lots. The northwest lot shall be called “Site 1”, the northeast lot shall be called “Site 2”, the southeast lot shall be called “Site 3”, and the southwest lot shall be called “Site 4”. (1) Development A. Site 1, Site 2, Site 3, and Site 4 shall be developed, used, and maintained in conformance with the following Final PUD Official Exhibits: 1. PP100 Preliminary Plat 2. PP200 Comprehensive Preliminary Plat 3. Final Plat 28 Regular meeting meeting of March 16, 2022 (Item No. 3a) Title: Beltline Station Development 4. V1.00 Alta Survey 5. V1.01 Alta Survey 6. A0.01 Architectural Site Plan 7. A0.19 Shadow Study 8. C0.00 Cover Sheet 9. C1.00 General Notes 10. C2.00 Demo Plan 11. C3.00 Erosion and Sediment Control Plan – Phase 1 12. C3.01 Erosion and Sediment Control Plan – Phase 2 13. C.3.02 Erosion and Sediment Control Details 14. C3.03 SWPPP 15. C4.00 Site Plan 16. C4.01 Site Access Plan 17. C5.00 Grading Plan 18. C5.01 Storm Sewer Plan 19. C6.00 Utility Plan 20. C6.01 Sanitary Sewer Plan 21. C6.02 Water Plan 22. C6.03 Dry Utility Plan 23. C7.00 Construction Details 24. C7.01 Construction Details 25. C7.02 Construction Details 26. E0.00 Electrical Site Photometrics 27. V1.02 Tree Survey 28. G0.01 Cover Sheet 29. L.100 Overall Site – Landscape Plan 30. L.101 Overall Site – Planting Plan 31. L.106 DORA – Site Plan 32. L300 Construction Details 33. L301 Construction Details (2) Site 1 A. Site 1, legally described as Lot 1, Block 1, Beltline Station, Hennepin County, Minnesota, shall be developed, used, and maintained in conformance with the following Final PUD Official Exhibits: 1. A1.01 Building 1 – Level 1 2. A1.02 Building 1 – Level 2 3. A1.03 Building 1 – Level 3 4. A1.04 Building 1 – Level 4 5. A1.05 Building 1 – Level 5-7 6. A1.06 Building 1 Elevations 7. A1.07 Building 1 Elevations 8. A1.08 Building 1 Data Summary 29 Regular meeting meeting of March 16, 2022 (Item No. 3a) Title: Beltline Station Development 9. A1.09 Building 1 - Roof 10. L102 Building 1 – Planting Plan B. Site 1 shall also conform to the following requirements: 1. The property shall be developed with a mixed-use building with 156 residential units and 19,000 square feet of commercial uses. 2. The maximum height shall not exceed 83 feet and seven (7) stories 3. The site shall include a minimum 12 percent designed outdoor recreation area. 4. Parking shall be provided off-street in structured parking and surface parking lots i. A total of 55 parking spaces shall be provided off street in surface parking. 6 spaces shall include Level 2 electric vehicle charging stations. ii. A total of 247 parking spaces shall be provided off-site on Site 4, and an irrevocable covenant or easement shall be recorded by the county on Site 4 benefiting Site 1. 13 spaces shall include Level 2 electric vehicle charging stations. (3) Site 2 A. Site 2, legally described as Lot 2, Block 1, Beltline Station, Hennepin County, Minnesota, shall be developed, used, and maintained in conformance with the following Final PUD Official Exhibits: 1. A2.01 Building 2 – Level P1 2. A2.02 Building 2 – Level 1 3. A2.03 Building 2 – Level 2 4. A2.04 Building 2 – Level 3 5. A2.05 Building 2 – Level 4 6. A2.06 Building 2 Elevations 7. A2.07 Building 2 Elevations 8. A2.08 Building 2 Data Summary 9. A2.09 Building 2 - Roof 10. L103 Building 2 – Planting Plan B. Site 2 shall also conform to the following requirements: 1. The property shall be developed with 82 residential units. 2. The maximum height shall not exceed 49 feet and four (4) stories 3. The site shall include a minimum twelve (12) percent designed outdoor recreation area. 4. Parking shall be provided off-street in structured parking and surface parking lots i. A total of 56 parking spaces will be provided in structured parking. ii. A total of 36 parking spaces will be provided in surface parking lots iii. 9 spaces shall include Level 2 electric vehicle charging stations. 30 Regular meeting meeting of March 16, 2022 (Item No. 3a) Title: Beltline Station Development (4) Site 3 A. Site 3, legally described as Lot 3, Block 1, Beltline Station, Hennepin County, Minnesota, shall be developed, used, and maintained in conformance with the following Final PUD Official Exhibits: 1. A3.01 Building 3 – Level P1 2. A3.02 Building 3 – Level 1 3. A3.03 Building 3 – Level 2 4. A3.04 Building 3 – Level 3-4 5. A3.05 Building 3 – Level 5 6. A3.06 Building 3 Elevations 7. A3.07 Building 3 Elevations 8. A3.08 Building 3 Data Summary 9. A3.09 Building 3 - Roof 10. L104 Building 4 – Planting Plan B. Site 3 shall also conform to the following requirements: 1. The property shall be developed with 146 residential units. 2. The maximum height shall not exceed 60 feet and five (5) stories 3. The site shall include a minimum 12 percent designed outdoor recreation area. 4. Parking shall be provided off-street in structured parking and surface parking lots i. A total of 96 parking spaces will be provided in structured parking. ii. A total of 5 parking spaces will be provided in surface parking lots iii. A total of 77 parking spaces shall be provided off-site on Site 4, and an irrevocable covenant or easement shall be recorded by the county on Site 4 benefiting Site 3. iv. 13 spaces shall include Level 2 electric vehicle charging stations. (5) Site 4 A. Site 4, legally described as Lot 4, Block 1, Beltline Station, Hennepin County, Minnesota, shall be developed, used, and maintained in conformance with the following Final PUD Official Exhibits: 1. A4.01 Parking Ramp – Level P1 2. A4.02 Parking Ramp – Level 1 3. A4.03 Parking Ramp – Level 2 4. A4.04 Parking Ramp – Level 3 5. A4.05 Parking Ramp – Level 4 6. A4.06 Parking Ramp – Level 5 7. A4.07 Parking Ramp – Level 6 8. A4.08 Parking Ramp – Level 7 9. A4.09 Parking Ramp Elevations 10. A4.010 Parking Ramp Elevations 31 Regular meeting meeting of March 16, 2022 (Item No. 3a) Title: Beltline Station Development 11. A0.20 Parking Ramp Diagram 12. E0.01 Typical Internal Ramp Level Photometrics 13. E0.02 Parking Ramp Roof Photometrics 14. E0.03 Parking Ramp Level 1-6 Photometrics 15. L105 Parking Garage – Planting Plan B. Site 4 shall also conform to the following requirements: 1. The property shall be developed with 1,900 square feet of commercial uses on the southwest corner of ground floor. 2. The maximum height shall not exceed 77 feet and six and one half (6.5) stories for the ramp structure and shall not exceed 93 feet to the peak of the clock tower. 3. The site shall include a minimum 12 percent designed outdoor recreation area. 4. Parking shall be provided in a structured parking ramp: i. A total of 247 parking spaces will be provided for Site 1 ii. A total of 77 parking spaces will be provided for Site 3 iii. A total of 268 parking spaces will be provided for transit station park and ride. 5. The property shall utilize a minimum of 67 percent class 1 one materials on the west facade and a minimum of 50 percent class 1 materials on the south facade. (b) Uses. A. Permitted uses: The following uses are permitted in PUD 22: 1. Multiple-family dwellings. Uses associated with the multiple-family dwellings, including but not limited to, the residential office, fitness facility, mail room, assembly room or general amenity space. B. Uses permitted with conditions: the following uses are permitted in PUD 22 if it complies with the conditions specified for the use in this subsection: 1. Commercial uses: Commercial uses limited to the following: bank, coffee shop, food service, grocery store, large item retail, liquor store, medical or dental office, office, private entertainment (indoor), restaurants, retail, service, showroom, and studio. These commercial uses shall meet the following conditions: i. Commercial uses are limited to the first floor. ii. Hours of operation, including loading/unloading of deliveries, for commercial uses shall be limited to 6 a.m. to 12 a.m. iii. In-vehicle sales or service is prohibited. iv. Outdoor storage is prohibited. 32 Regular meeting meeting of March 16, 2022 (Item No. 3a) Title: Beltline Station Development C. Accessory uses: Accessory uses are as follows: 1. Home occupations as regulated by this chapter 2. Gardens. 3. Parking lots. 4. Parking ramps. 5. Incidental repair or processing which is necessary to conduct a permitted use and not to exceed ten percent of the gross floor area of the associated permitted use. 6. Public transit stops/shelters. 7. Catering, if accessory to food service, delicatessen, or retail bakery. 8. Food service. 9. Outdoor seating and service of food and beverages with the following conditions: i. No speakers or other electronic devices which emit sound are permitted ii. b. Hours of operation shall be limited to 7:00 a.m. to 10:00 p.m. 10. Accessory utility structures including: i. Small wind energy conversion system as defined in 36-4 Definitions. ii. Solar energy systems. A solar energy system with a supporting framework that is either place on, or anchored in, the ground and that is independent of any building or other structure; or that is affixed to or an integral part of a principal or accessory building, including but not limited to photovoltaic or hot water solar energy systems which are contained within roofing materials, windows, skylights, and awnings. iii. Cisterns and rainwater collection systems. 11. Outdoor storage is prohibited. 12. Communication towers are prohibited. 13. Small cell antennae are prohibited on the clock tower. (c) Special Performance Standards A. All general zoning requirements not specifically addressed in this ordinance shall be met, including but not limited to: outdoor lighting, transparency, architectural design, landscaping, parking, and screening requirements. B. 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. C. Signs shall be allowed in conformance with the approved final PUD site plan and development agreement in accordance with the following conditions: 1. Freestanding monument signs shall utilize the same exterior materials as the principal buildings and shall not interfere with pedestrian, bicycle or 33 Regular meeting meeting of March 16, 2022 (Item No. 3a) Title: Beltline Station Development automobile circulation and visibility, and shall be a maximum height of 15 feet; 2. Maximum allowable number, sizes, heights and yards for signs shall be regulated by section 36-362, MX requirements. 3. Wall signs of non-residential uses shall only be placed on the ground floor and exterior walls of the occupied tenant lease space, and/or a monument sign. 4. Wall signs shall not be included in calculating the aggregate sign area on the lot if they meet the following outlined conditions: i. Non-residential wall signs permitted by this section that do not exceed seven percent of the exterior wall area of the ground floor tenant lease space. ii. The sign is located on the exterior wall of the ground floor tenant lease space from which the seven percent sign area was derived. iii. No individual wall sign shall exceed 100 square feet in area. D. Awnings. 1. Awnings shall be constructed of heavy canvas fabric, metal and/or glass. Plastic and vinyl awnings are prohibited. 2. Backlit awnings shall be prohibited. Section 5. The contents of Planning Case File 22-05-S and 22-06-PUD are hereby entered into and made part of the public hearing record and the record of decision for this case. Section 6. This ordinance shall take effect upon Metropolitan Council authorization of the associated comprehensive plan amendment approved by Resolution 22-040 and no sooner than 15 days after publication. Reviewed for administration: Adopted by the City Council April 18, 2022 Kim Keller, city manager Jake Spano, mayor Attest: Approved as to form and execution: Melissa Kennedy, city clerk Soren Mattick, city attorney First reading April 4, 2022 Second reading April 18, 2022 Date of publication April 28, 2022 Date ordinance takes effect Upon Metropolitan council authorization of the associated comprehensive plan amendment and no sooner than May 13, 2022 34 BELTLINE STATIONKNOW ALL PERSONS BY THESE PRESENTS: That Beltline Development LLC, a Minneapolis limited liabilitycompany, fee owner of the following described property situated in the County of Hennepin, State of Minnesota, towit:Lot 1, Block 1, Brooks McCracken Industrial Park, according to the recorded plat thereof, Hennepin County,Minnesota.Part of the above being registered land, legally described on Certificate of Title No. 1481669 asfollows:That part of Lot 1, Block 1, Brooks McCracken Industrial Park, lying Northerly of a line described asbeginning at the Southeast corner of Lot 6, Block 1, Lewiston Park, Hennepin Co., Minn., thence Westerlyalong the South line of said Lot 6 and its extension to the centerline of the vacated alley in said Block 1,Lewiston Park, Hennepin Co., Minn.; thence South along said centerline to its intersection with the Easterlyextension of the South line of Lot 11, Block 1, Lewiston Park, Hennepin Co., Minn.; thence Westerly alongsaid extension and along said South line of Lot 11 to the Southwest corner of said Lot 1 and thereterminating.And that the St. Louis Park Economic Development Authority, a Minnesota municipal corporation, fee owner of thefollowing described property situated in the County of Hennepin, State of Minnesota, to wit:Lots 12, 13, 14, 15, and 16, Block 2;That part of Lots 10, 11, 17 and 18, Block 2, lying South of the Southerly right-of-way line of State TrunkHighway No. 7;All of the vacated alley in Block 2 lying South of the Southerly right-of-way line of State Trunk Highway No. 7;That part of Natchez Avenue vacated, lying east of the West line of the Northwest Quarter of the NortheastQuarter of Section 6, Township 28, Range 24, North of the South line of said Northwest Quarter of the NortheastQuarter, and South of the Southerly right-of-way line of State Trunk Highway No. 7;That part of West 32nd Street, vacated, lying between the extensions across it of the East line of Lot 14 and theWest line of Lot 15, Block 2;All in "Oakenwald Addition St. Louis Park," Hennepin County, Minnesota;That part of vacated Monterey Avenue (formerly Oakenwald Avenue as shown on the plat of "OAKENWALDADDITION ST. LOUIS PARK," lying North of the South line of the Northwest Quarter of the Northeast Quarter,Section 6, Township 28, Range 24 and south of the Easterly extension of the North line of Lot 10, Block 2,"OAKENWALD ADDITION ST. LOUIS PARK".ANDThat part of the Southwest Quarter of the Northeast Quarter, Section 6, Township 28, Range 24, HennepinCounty, Minnesota described as beginning at the Northwest corner of said Southwest Quarter of the NortheastQuarter; thence South along the West line thereof 288.7 feet; thence East to a point on the Northerlyright-of-way line of the Minneapolis and St. Louis Railway Company, distant 46 feet from the intersection of saidright-of-way line with the West line of said Southwest Quarter of the Northeast Quarter as measured along saidright-of-way line; thence Northeasterly along said Northerly right-of-way line to its intersection with the extensionSouth of the East line of Monterey Avenue; thence North along the extension of the East line of Montery Avenueto the North line of said Southwest Quarter of the Northeast Quarter; thence West along said North line to thepoint of beginning.And that the City of St. Louis Park, a Minnesota municipal corporation, fee owner of the following describedproperty situated in the County of Hennepin, State of Minnesota, to wit:Lot 17, Block 1, Lewiston Park, Hennepin Co. Minn.AndLot 1, 2, 3, 4, 13, 14, 15 and 16, Block 1, Lewiston Park, Hennepin Co. Minn., except that part of said Lotsdescribed as follows:Commencing at the Southeast corner of said Lot 4; thence Westerly along the South line of said Lot 4, adistance of 6.00 feet to the point of beginning of the tract of land to be described; thence North 00 degrees19 minutes 53 seconds East, assumed bearing, parallel with the East line of Lots 5 and 6, said Block 1, adistance of 114.27 feet; thence Northwesterly along a tangential curve to the left having a radius of 15.00 feetand a central angle of 61 degrees 46 minutes 23 seconds, a distance of 16.17 feet; thence North 61 degrees26 minutes 30 seconds West, tangent to said curve, a distance of 40.60 feet; thence Westerly along atangential curve to the left, having a radius of 24.00 feet and a central angle of 76 degrees 35 minutes 00seconds, a distance of 32.08 feet; thence Southwesterly along a reverse curve to the right, having a radius of361.58 feet and a central angle of 26 degrees 53 minutes 32 seconds, a distance 169.71 feet; thence South43 degrees 00 minutes 19 seconds, West, not tangent to said curve, a distance of 71.07 feet to theintersection with a line distant 46.00 feet Easterly of as measured at a right angle to and parallel withhereinafter described "Line A"; thence Southerly along said parallel line, a distance of 26.00 feet to the Southline of said Lot 13; thence Easterly along said South line and the easterly extension thereof, a distance of128.10 feet to the centerline of alley; thence Northerly along the centerline of said Alley, a distance of 32.65feet to the intersection with the westerly extension of the South line of said Lot 4; thence Easterly along saidWesterly extension and along the South line of said Lot 4, a distance of 130.61 feet to the point of beginning.Said "Line A" is described as follows:Commencing at the most Southerly corner of Lot 1, Block 1 Belt Line Industrial Park 2nd Addition,thence South 59 degrees 15 minutes 24 seconds East of an assumed bearing along theSoutheasterly extension of the Southwesterly line of said Lot 1 a distance of 40.00 feet to the point ofbeginning of said line; thence North 30 degrees 44 minutes 36 seconds East 112.38 feet; thence Northerly768.57 feet along a tangential curve concave to the West having a radius of 785.30 feet and a central angleof 56 degrees 04 minutes 30 seconds; thence North 25 degrees 19 minutes 54 seconds West, tangent to lastdescribed curve 180.04 feet; thence Northerly 589.17 feet along a tangential curve concave to the Easthaving a radius of 1268.10 feet a central angle of 26 degrees 37 minutes 12 seconds, said line thereterminating.Torrens Property - Certificate Title No. 697371ANDLots 9 and 19, Block 2;Those parts of Lots 10, 11, 17, 18, Block 2, lying north of the southerly right-of-way line of State Trunk HighwayNo. 7;That part of Natchez Avenue vacated, lying east of the West line of the Northwest Quarter of theNortheast Quarter of Section 6, Township 28, Range 24, north of the southerly right-of-way line of State TrunkHighway No. 7, and southerly of a line hereinafter referred to as Line 1;That part of the vacated alley in Block 2 lying north of the southerly right-of-way line of State TrunkHighway No. 7, and southerly of the aforementioned Line 1.All in "Oakenwald Addition St. Louis Park," Hennepin County, Minnesota;Line 1 is described as commencing at the north quarter corner of Section 6, Township 28, Range 24, saidcounty; thence South 00 degrees 26 minutes 06 seconds West, assumed bearing along the north - southquarter line of said Section 6, a distance of 1092.89 feet to the point of beginning; thence North 73 degrees14 minutes 47 seconds East 51.97 feet; thence northeasterly 174.11 feet along a non-tangential curveconcave to the northwest, having a radius of 5790.08 feet, a central angle of 01 degrees 43 minutes 22seconds, and a chord bearing of North 67 degrees 56 minutes 18 seconds East, and said line thereterminating.ANDThat part of West 32nd Street, vacated, lying southerly of the centerline thereof, westerly of the northerlyextension of the east line of Lot 1, Block 1, said plat of Lewiston Park, and easterly of a line hereinafter referredto as Line 2;That part of Natchez Avenue, vacated, lying southerly of the centerline of West 32nd Street, northerly of thenorth line of Lot 4, Block 1, Dalquist Industrial Park, Hennepin County, and west of the West line of theSouthwest Quarter of the Northeast Quarter of Section 6, Township 28, Range 24;That part of the vacated alley adjoining Block 1, said plat of Lewiston Park, lying southerly of West 32nd Streetand northerly of Lot 1, Block 1, Brooks McCracken Industrial Park, Hennepin County.Line 2 is described as commencing at the north quarter corner of Section 6, Township 28, Range 24, saidcounty; thence South 00 degrees 26 minutes 06 seconds West, assumed bearing along the north - southquarter line of said Section 6, a distance of 1092.89 feet; thence South 73 degrees 14 minutes 47 secondsWest 10.28 feet; thence southwesterly 220.70 feet along a non-tangential curve concave to the northwest,having a radius of 5802.14 feet, a central angle of 02 degrees 10 minutes 46 seconds, and a chord bearingof South 70 degrees 30 minutes 32 seconds West; thence South 67 degrees 02 minutes 58 seconds West,not tangent to said curve, 65.29 feet to the point of beginning of the line to be described; thence South 00degrees 20 minutes 22 seconds East 298.91 feet, and said line there terminating.ANDLots 12, 13, 14, 15 and 16, Block 2, Mazey & Langan's Addition To St. Louis Park, according to therecorded plat thereof, Hennepin County, Minnesota.ANDThe east 37 feet of Lot 4, Block 1, Dalquist Industrial Park, according to the recorded plat thereof, HennepinCounty, Minnesota.ANDThat part of West 32nd Street, vacated, lying northerly of the centerline thereof, westerly of the southerlyextension of the east line of Lot 14, Block 2, said plat of Mazey & Langan's Addition To St. Louis Park, andeasterly of the aforementioned Line 2;That part of Natchez Avenue, vacated, lying northerly of the centerline of West 32nd Street, southerly of a linehereinafter referred to as Line 3, and west of the West line of the Northwest Quarter of the Northeast Quarter ofSection 6, Township 28, Range 24;That part of the alley adjoining Block 2, said plat of Mazey & Langan's Addition To St. Louis Park lying northerlyof West 32nd Street and southerly of the aforementioned Line 3;Line 3 is described as commencing at the north quarter corner of Section 6, Township 28, Range 24, saidcounty; thence South 00 degrees 26 minutes 06 seconds West, assumed bearing along the north - southquarter line of said Section 6, a distance of 1092.89 feet; thence South 73 degrees 14 minutes 47 secondsWest 10.28 feet; thence southwesterly 220.70 feet along a non-tangential curve concave to the northwest,having a radius of 5802.14 feet, a central angle of 02 degrees 10 minutes 46 seconds, and a chord bearingof South 70 degrees 30 minutes 32 seconds West, and said line there terminating.Have caused the same to be surveyed and platted as BELTLINE STATION and do hereby dedicate to the public forpublic use the public ways and the drainage and utility easements as created by this plat.In witness whereof said Beltline Development LLC, a Minneapolis limited liability company, has caused thesepresents to be signed by its proper officer this __________ day of _________________________, 20_____.Signed: Beltline Development LLC, LLCBy:___________________________________, ManagerSTATE OF MINNESOTACOUNTY OF ___________________________This instrument was acknowledged before me this__________ day of _________________________, 20_____ by_______________________________, Manager of Beltline Development LLC, a Minneapolis limited liability company,on behalf of the company.__________________________________________________________________________Printed NameNotary Public, ________________ County, MinnesotaMy commission expires __________________________In witness whereof said St. Louis Park Economic Development Authority, a Minnesota municipal corporation, hascaused these presents to be signed by its proper officer this __________ day of _________________________,20_____.Signed: St. Louis Park Economic Development AuthorityBy:___________________________________STATE OF MINNESOTACOUNTY OF ___________________________This instrument was acknowledged before me this__________ day of _________________________, 20_____ by_______________________________, _______________________________ of the St. Louis Park EconomicDevelopment Authority, a Minnesota municipal corporation, on behalf of the company.__________________________________________________________________________Printed NameNotary Public, ________________ County, MinnesotaMy commission expires __________________________In witness whereof said City of St. Louis Park, a Minnesota municipal corporation, has caused these presents to besigned by its proper officer this __________ day of _________________________, 20_____.Signed: City of St. Louis ParkBy:___________________________________STATE OF MINNESOTACOUNTY OF ___________________________This instrument was acknowledged before me this__________ day of _________________________, 20_____ by_______________________________, _______________________________ of the City of St. Louis Park, a Minnesotamunicipal corporation, on behalf of the corporation.__________________________________________________________________________Printed NameNotary Public, ________________ County, MinnesotaMy commission expires __________________________I Daniel Ekrem do hereby certify that this plat was prepared by me or under my direct supervision; that I am a dulyLicensed Land Surveyor in the State of Minnesota; that this plat is a correct representation of the boundary survey;that all mathematical data and labels are correctly designated on this plat; that all monuments depicted on this plathave been, or will be correctly set within one year; that all water boundaries and wet lands, as defined in MinnesotaStatutes, Section 505.01, Subd. 3, as of the date of this certificate are shown and labeled on this plat; and all publicways are shown and labeled on this plat.Dated this __________ day of _________________________, 20_____._____________________________________Daniel Ekrem, Licensed Land SurveyorMinnesota License No. 57366STATE OF MINNESOTACOUNTY OF HENNEPINThe instrument was acknowledged before me this__________ day of _________________________, 20_____ byDaniel Ekrem.__________________________________________________________________________Printed NameNotary Public, ________________ County, MinnesotaMy commission expires __________________________CITY COUNCIL, CITY OF ST. LOUIS PARK, MINNESOTAThis plat of BELTLINE STATION was approved and accepted by the City Council of the City of St. Louis Park,Minnesota at a regular meeting thereof held this __________ day of _________________________, 20_____, and saidplat is in compliance with the provisions of Minnesota Statutes, Section 505.03, Subd. 2.City Council, City of St. Louis Park, Minnesota_____________________________________ Mayor_____________________________________ Clerk RESIDENT AND REAL ESTATE SERVICESHennepin County, MinnesotaI hereby certify that taxes payable in 20_____ and prior years have been paid for land described on this plat, datedthis__________ day of _________________________, 20_____.Mark V. Chapin, County AuditorBy ___________________________________, DeputySURVEY DIVISIONHennepin County, MinnesotaPursuant to MN. STAT. Sec. 383B.565 (1969), this plat has been approved this __________ day of_________________________, 20_____.Chris F. Mavis, County SurveyorBy ___________________________________COUNTY RECORDERHennepin County, MinnesotaI hereby certify that the within plat of BELTLINE STATION was recorded in this office this __________ day of_________________________, 20_____ at _____ o’clock ___M.Amber Bougie, County RecorderBy _____________________________________, DeputyREGISTRAR OF TITLESHennepin County, MinnesotaI hereby certify that the within plat of BELTLINE STATION was recorded in this office this __________ day of_________________________, 20_____ at _____ o’clock ___M.Amber Bougie, Registrar of TitlesBy _____________________________________, Deputy35 S67°02'58"W65.29N74°51'29"E44.73N70°09'26"E 321 .60 S00°29'31"W 166.01 N89°41'38"W15.00S00°29'31"W 227.63N64°21'38"E 305.86N00°16'46"E 192.48N89°37'36"W8.46R =1 2 2 2 .1 0 L =2 0 5 .3 2Δ=9 °3 7 '3 3 "C .B r g =S 5 °4 7 '3 7 "E N89°45'05"W 144.24N00°23'03"E 78.37N89°41'50"W55.27S00°20'22"E60.00N89°41'50"W29.64N00°26'06"E3.90S89°47'57"E25.00N00°29'32"E40.00N89°46'11"W 144.26S89°47'57"E 135.62S89°47'57"E 135.55N00°26'06"E 80.35 S00°27'42"W62.64N00°24'34"E70.80R=5790.08L=15.19=0°09'01"C.Brg=N67°35'31"ES00°27'42"W28.49N73°14'47"E31.22R=5802.14L=21.60=0°12'48"C.Brg=N69°31'33"ES00°26'06"W18.70R=5802.14L=14.82=0°08'47"C.Brg=N71°13'18"EN00°24'34"E35.75R=5802.14L=220.70Δ=2°10'46"C.Brg=S70°30'32"WL=153.53Δ=1°30'58"L=30.75Δ=0°18'13"N73°14'47"E62.266.0325.01R=5790.08L=174.11Δ=1°43'22"C.Brg=N67°56'18"EL=114.44Δ=1°07'57"L=44.47Δ=0°26'24"S68°03'55 "W88.04 -S00°20'22"E 298.91-103.51 128.36S77°02'07"E18.69N84°51'22"E 174.21N68°59'28"E58.48R=88.00L=24.37=15°51'55"N90°00'00"E 276.04N00°02'02"W 213.11 N68°59'28 "E 160 .27N68°59'28 "E 125 .17S21°00'32"E17.30N68°59'28 "E 313 .59 N00°30'36"E 134.87 N03°30'51"E 69.59 N05°31'00"E 56.0 0 N00°06'56"E 140.29 61.81 7.7895.94 34.36 N00°02'45"W 101.98 N16°1 2 ' 0 1 " E 1 3 0 . 3 0 R=40.00L=31.87=45°38'48"C.Brg=N22°41'23"WBLOCK 1LOT 1LOT 2LOT 3LOT 4HIGHWAY NO. 7HIGHWAY NO. 7HIGHWAY NO . 7HIGHWAY NO . 7 BELT LINE BOULEVARDBACKAGE ROAD MONTEREY AVENUEBACKAGE ROAD7.04S02°34'40"E66.72 BELTLINE STATION36 880879 878 878878877 87 7 885878880 879 881 882 883 884 878 875884 8808 7 9 878877876 875883 880 884 885 883 882 881 880 87 9879879 880 8 8 1 8 8 2 883 886 885 88 4 883 882 881 880 880880 879879 880 881 882 883 884 885 886 887 887 886 885877 878877878878879879 876877878879880 881 882881880879 876875 877878 8758748 7 6 8 7 7 879 880 881 882 883883886 8808818828838 8 1 882885 882 883884886 886 887 880877878879881880881PROPOSED BUILDING 3 PROPOSED BUILDING 2 PROPOSED BUILDING 1 PROPOSED PARKING GARAGE ±34,200 S.F.P1 FFE = 876.00L1 FFE=882.50 - 886.00 ±34,000 S.F. L1 FFE = 881.00-882.50 ±25,400 S.F.P1 FFE: 876.00 L1 FFE = VARIES 884.00-887.00 ±31,300 S.F.P1 FFE: 876.00 L1 FFE = VARIES 884.00-887.00 PROPOSED BUILDING 3 PROPOSED BUILDING 2 PROPOSED BUILDING 1 PROPOSED PARKING GARAGE ±34,200 S.F.P1 FFE = 876.00L1 FFE=882.50 - 886.00 ±34,000 S.F. L1 FFE = 881.00-882.50 ±25,400 S.F.P1 FFE: 876.00 L1 FFE = VARIES 884.00-887.00 ±31,300 S.F.P1 FFE: 876.00 L1 FFE = VARIES 884.00-887.00 PROPOSED PROPERTY LINE PROPOSED 5' D&U EASEMENT UTILITY, INGRESS/ EGRESS EASEMENT TO BE VACATED SEWER EASEMENT TO BE VACATED UTILITY EASEMENT TO BE VACATED DRAINAGE AND STORM SEWER EASEMENT TO BE VACATED DRAINAGE AND UTILITY EASEMENT TO BE VACATED WALKWAY, SLOPE, AND UTILITY EASEMENT TO BE MODIFIED/VACATED PROPOSED 15' D&U EASEMENT PROPOSED PROPERTY LINE PROPERTY LINE PROPOSED EASEMENT LEGEND This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc. 2022 KIMLEY-HORN AND ASSOCIATES, INC. 767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114 PHONE: 651-645-4197 WWW.KIMLEY-HORN.COM K:\TWC_LDEV\SHERMAN\Beltline\3 Design\CAD\PlanSheets\PP1-PRELIMINARY PLAT.dwg March 04, 2022 - 3:46pm©PRELIMINARY - NOT FOR CONSTRUCTIONArchitectureInterior DesignLandscapeArchitectureEngineering 222 North Second StreetLong & Kees BldgSuite 101Minneapolis, MN55401612.339.3752 www.bkvgroup.com © 2021 BKV Group SHEET NUMBER SHEET TITLE DRAWN BY CHECKED BY COMMISSION NUMBER PROJECT TITLE CONSULTANTS NOT F O R CONST R U CTI O N CERTIFICATION ISSUE #DATE DESCRIPTION BPG XXX PRELIMINARY PLAT PP100 BELTLINE STATION MIXED USE DEVELOPMENT NORTH 37 03/09/2022 ARCHITECTURAL SITE PLAN 2146.02BELTLINE BLVD. A0.01 Surface Stalls Underground Enclosed Above Grade TOTAL Housing Ratio Building 1 2 0 247 (In Ramp)249 1.60 Building 2 36 59 0 95 1.16 Building 3 5 96 + 77 (In Ramp)0 178 1.22 Parking Ramp 0 See Above 268 (Metro Transit)268 Grocer Lot 53 0 0 53 TOTAL 96 232 515 843 1.36* SITE VEHICLE PARKING DATA * Does not include Metro Transit or Grocer Stalls NOTE: WHILE THE TRAIL/SIDEWALK ALONG BELTLINE IS CLOSED, ARCHITECT/CONTRACTOR MUST PROVIDE A PEDESTRIAN DETOUR. COORDINATE WITH SWLRT AS NECESSARY CONSTRUCTION PHASING OF THE OVERALL SITE WILL ALLOW FOR CONSTRUCTION PARKING ON SITE 38 RAMP DN. 8 5 9 P A R K IN G S T A L L S TRANSFORMER TRANSFORMER 20 10 79 RAMP UP 16 AREA WELL 9 LOBBY 24' - 0" 2 4 ' - 0 "24' - 0"EXHAUST 77 PARKING STALLS (BLDG 3 RESIDENT PARKING) 9 6 P A R K IN G S T A L L S 19 2 0 ELEC MECH WATER LOBBY 1 7 LOBBY 2 7 3 1 5 876.0' FFE 876.0' FFE 876.0' FFE 876.0' FFE 9 24' - 0"15 16 21 LOBBY ABOVE 24' - 0"LOBBY ABOVE 880.3' FFE RAMP UP 3.2% RETAIL ABOVE (UNEXCAVATED) TENATIVE END OF TUNNEL CONSTRUCTION 396 SF ELEC. 398 SF TRASH/RECY. 424 SF TRASH/RECY. MECH. MECH. WATER AREA WELL AREA WELL RAMP DOWN (IN-SLAB HEATING) TRANSFORMER 313 SF MAINT. 1' - 6"1' - 6"N 03/09/2022 OVERALL PLAN - LEVEL P1 2146.02BELTLINE BLVD. A0.02 0'30'60'120'180'39 8 LOADING 23 5 RAMP DN. AMENITY AMENITY AMENITY LOBBY/ LEASING LOBBY/ LEASING LOBBY LEASING 13 15 16 9 16 METRO TRANSIT (75 STALLS) 11 12 12 12 FUTURE TENANT RAMP UP 16% 8% 887.0' FFE 882.5' FFE 887.0' FFE 887.0' FFE 876.0' FFE 876.0' FFE 882.0' FFE 880.5' FFE 883.5' FFE 883.5' FFE 882.5' FFE 882.5' FFE 886.5' FFE 19 24' - 0"891.3' FFE RAMP UP 3.2% 27' - 0" RAMP UP 5% PLAZA 55 SURFACE STALLS 4 1 S U R F A C E S T A L L S 9' CLEARANCE 886.0' FFE LOBBY TWO-SIDED ELEVATOR 996 SF 2BD 750 SF 1BD 690 SF 1BD 750 SF 1BD 1258 SF 3BD 1244 SF 3BD 805 SF 1BD 1226 SF 3BD 995 SF 2BD 805 SF 1BD 995 SF 2BD 995 SF 2BD 995 SF 2BD 808 SF 1BD 995 SF 2BD 995 SF 2BD 1031 SF 2BD 1040 SF 2BD 805 SF 1BD 995 SF 2BD 1260 SF 3BD 1001 SF 2BD 1251 SF 2BD +1060 SF 2BD 748 SF 1BD 1060 SF 2BD 1060 SF 2BD 1191 SF 2BD 910 SF 1BD +748 SF 1BD 1060 SF 2BD 750 SF 1BD 1060 SF 2BD 1060 SF 2BD 1049 SF 2BD 750 SF 1BD 621 SF ALCOVE 748 SF 1BD 910 SF 1BD + 750 SF 1BD 750 SF 1BD 1083 SF 2BD 748 SF 1BD 620 SF ALCOVE 620 SF ALCOVE 621 SF ALCOVE 871 SF 1BD + 750 SF 1BD LVL 1 LVL 2A ROOF DECK ABOVE MULTI-PURPOSE LAWN DOG RUN PLAYGROUND AMENITY DECK SPLASH PAD AMENITY DECK POOL 20'X40'6' - 0"5' - 0"RAMP DOWN RAMP DOWN (IN-SLAB HEATING)1' - 6"24' - 0"2' - 5"773 SF ALCOVE 24' - 0"* ALL TRANSFORMERS AND MECH. EQUIPMENT MUST BE SCREENED AND APPROVED BY CITY STAFF PRIOR TO INSTALLATION T T T T T (6) BIKE SPACES (4) BIKE SPACES (4) BIKE SPACES (4) BIKE SPACES (4) BIKE SPACES EV CHARGING STATION (LEVEL 2)EV CHARGING STATION (LEVEL 2) N 03/09/2022 OVERALL PLAN - LEVEL 1 2146.02BELTLINE BLVD. A0.03 0'30'60'120'180' Surface Stalls Underground Enclosed Above Grade TOTAL Housing Ratio Building 1 2 0 247 (In Ramp)249 1.60 Building 2 36 59 0 95 1.16 Building 3 5 96 + 77 (In Ramp)0 178 1.22 Parking Ramp 0 See Above 268 (Metro Transit)268 Grocer Lot 53 0 0 53 TOTAL 96 232 515 843 1.36* SITE VEHICLE PARKING DATA * Does not include Metro Transit or Grocer Stalls HOUSING UNITS EXTERIOR SPACES INTERIOR SPACES Building 1 156 70 118 Building 2 82 8 104 Building 3 146 8 156 Grocer 10% of auto spaces 6 TOTAL 384 92 378 BIKE PARKING STALLS * Multi-dwelling - One bike parking space per dwelling unit plus an additional space per 10 auto stalls 40 OPEN TO BELOW OPEN TO BELOW METRO TRANSIT (88 STALLS) RAMP UP 5% OPEN TO BELOW AMENITY 1196 SF 3BD 1258 SF 3BD 1244 SF 3BD 995 SF 2BD 805 SF 1BD 995 SF 2BD 995 SF 2BD 995 SF 2BD 1001 SF 2BD 808 SF 1BD 995 SF 2BD 995 SF 2BD 805 SF 1BD 995 SF 2BD 995 SF 2BD 1031 SF 2BD 1260 SF 3BD 1040 SF 2BD 805 SF 1BD 16 19 OPEN TO BELOW 898.0' FFE 1258 SF 3BD RAMP DN 16% 8% 8% 8% 907.6 FFE 8 24' - 0"24' - 0"893.2' FFE RAMP UP 3.2% 10 902.3' FFE 16 19 24' - 0" 1175 SF 2BD 1069 SF 2BD 1251 SF 2BD +1060 SF 2BD 748 SF 1BD 1060 SF 2BD 1060 SF 2BD 750 SF 1BD 1191 SF 2BD 1191 SF 2BD 910 SF 1BD +748 SF 1BD 1060 SF 2BD 750 SF 1BD 1060 SF 2BD 1060 SF 2BD 1049 SF 2BD 750 SF 1BD 621 SF ALCOVE 748 SF 1BD 910 SF 1BD + 1060 SF 2BD 750 SF 1BD 750 SF 1BD 1083 SF 2BD 748 SF 1BD 745 SF 1BD 620 SF ALCOVE 745 SF 1BD 871 SF 1BD +6' - 0"1070 SF 2BD 750 SF 1BD 690 SF 1BD LVL 3A 1220 SF 3BD 27' - 0" 710 SF 1BD 585 SF STUDIO 750 SF 1BD 639 SF CO-WORKING N 03/09/2022 OVERALL PLAN - LEVEL 2 2146.02BELTLINE BLVD. A0.04 0'30'60'120'180'41 METRO TRANSIT (81 STALLS) RAMP UP 5% 19 AMENITY 1258 SF 3BD 1202 SF 3BD 1196 SF 3BD 1258 SF 3BD 1244 SF 3BD 995 SF 2BD 805 SF 1BD 995 SF 2BD 995 SF 2BD 995 SF 2BD 1001 SF 2BD 808 SF 1BD 995 SF 2BD 995 SF 2BD 805 SF 1BD 995 SF 2BD 995 SF 2BD 1031 SF 2BD 995 SF 2BD 1260 SF 3BD 1040 SF 2BD 805 SF 1BD GAME POOL 909.0' FFE 16 19 16 24' - 0"24' - 0"903.8' FFE 87' - 5"913.3' FFE 27' - 0" RAMP UP 3.2% 10RAMP UP 16% 1 24' - 0" 1060 SF 2BD 1135 SF 2BD 1251 SF 2BD +1060 SF 2BD 748 SF 1BD 1060 SF 2BD 1060 SF 2BD 750 SF 1BD 1191 SF 2BD 679 SF ALCOVE 1191 SF 2BD 910 SF 1BD +748 SF 1BD 1060 SF 2BD 750 SF 1BD 1060 SF 2BD 1060 SF 2BD 1049 SF 2BD 750 SF 1BD 621 SF ALCOVE 748 SF 1BD 910 SF 1BD + 1060 SF 2BD 750 SF 1BD 750 SF 1BD 1083 SF 2BD 748 SF 1BD 745 SF 1BD 620 SF ALCOVE 745 SF 1BD 871 SF 1BD +6' - 0"720 SF 1BD 720 SF 1BD 620 SF 1BD 1106 SF 2BD 990 SF 2BD 1078 SF 2BD 720 SF 1BD 720 SF 1BD 1054 SF 2BD 1145 SF 2BD 1020 SF 2BD 619 SF ALCOVE 903 SF 1BD + 901 SF 1BD + 534 SF STUDIO 879 SF 1BD 635 SF ALCOVE 750 SF 1BD LVL 4A 546 SF STUDIO 540 SF STUDIO 1046 SF 2BD 1046 SF 2BD 690 SF 1BD 750 SF 1BD 1070 SF 2BD 690 SF STUDIO SIM. N 03/09/2022 OVERALL PLAN - LEVEL 3 2146.02BELTLINE BLVD. A0.05 0'30'60'120'180'42 METRO TRANSIT (24 STALLS) 6 6 1257 SF 3BD 1202 SF 3BD 1196 SF 3BD 1244 SF 3BD 995 SF 2BD 805 SF 1BD 995 SF 2BD 995 SF 2BD 995 SF 2BD 1001 SF 2BD 808 SF 1BD 995 SF 2BD 995 SF 2BD 1258 SF 3BD 995 SF 2BD 995 SF 2BD 1031 SF 2BD 995 SF 2BD 1260 SF 3BD 1040 SF 2BD 805 SF 1BD 924.3' FFE RAMP UP 5% 920.0' FFE RESIDENT PARKING (50 STALLS) 16 19 24' - 0"136' - 0" 24' - 0" 914.5 FFE RAMP UP 3.2% 10 1 8% RAMP UP 16% 8 8 TRANSPARENCY IN WALL FOR EXITING VEHICLES 1060 SF 2BD 1135 SF 2BD 1251 SF 2BD +1060 SF 2BD 748 SF 1BD 1060 SF 2BD 1060 SF 2BD 750 SF 1BD 1191 SF 2BD 679 SF ALCOVE 1191 SF 2BD 910 SF 1BD +748 SF 1BD 1060 SF 2BD 750 SF 1BD 1060 SF 2BD 1060 SF 2BD 1049 SF 2BD 750 SF 1BD 621 SF ALCOVE 748 SF 1BD 910 SF 1BD + 1060 SF 2BD 750 SF 1BD 750 SF 1BD 1083 SF 2BD 748 SF 1BD 745 SF 1BD 620 SF ALCOVE 745 SF 1BD 871 SF 1BD +6' - 0"720 SF 1BD 720 SF 1BD 620 SF 1BD 1106 SF 2BD 990 SF 2BD 1079 SF 2BD 720 SF 1BD 720 SF 1BD 1054 SF 2BD 1020 SF 2BD 690 SF 1BD 619 SF ALCOVE 1070 SF 2BD 661 SF 1BD 690 SF STUDIO 903 SF 1BD + 750 SF 1BD 750 SF 1BD 1167 SF 2BD LINK HERE CONNECTS @ RESIDENTIAL LVL 5 LVL 5A 1145 SF 2BD 901 SF 1BD + 1046 SF 2BD 534 SF STUDIO 1046 SF 2BD 879 SF 1BD 635 SF ALCOVE 546 SF STUDIO 540 SF STUDIO N 03/09/2022 OVERALL PLAN - LEVEL 4 2146.02BELTLINE BLVD. A0.06 0'30'60'120'180'43 ROOF 931.0' FFE RESIDENT PARKING (91 STALLS) RAMP UP 5% 16 21 9 16 19 24' - 0"24' - 0"925.2' FFE 935.3' FFE RAMP UP 3.2% 10 27' - 0" 1060 SF 2BD 1251 SF 2BD +1060 SF 2BD 748 SF 1BD 1060 SF 2BD 1060 SF 2BD 750 SF 1BD 1191 SF 2BD 679 SF ALCOVE 1191 SF 2BD 910 SF 1BD +748 SF 1BD 1060 SF 2BD 750 SF 1BD 1060 SF 2BD 1060 SF 2BD 1049 SF 2BD 750 SF 1BD 621 SF ALCOVE 748 SF 1BD 910 SF 1BD + 1060 SF 2BD 750 SF 1BD 750 SF 1BD 1083 SF 2BD 748 SF 1BD 745 SF 1BD 620 SF ALCOVE 745 SF 1BD 871 SF 1BD + A M E N IT Y 6' - 0"720 SF 1BD 720 SF 1BD 1106 SF 2BD 1167 SF 2BD 1079 SF 2BD 720 SF 1BD 720 SF 1BD 1054 SF 2BD 1020 SF 2BD 690 SF 1BD 619 SF ALCOVE 903 SF 1BD + 750 SF 1BD LVL 6A 1094 SF 2BD 901 SF 1BD + 1046 SF 2BD 534 SF STUDIO 1046 SF 2BD 879 SF 1BD 635 SF ALCOVE 546 SF STUDIO 540 SF STUDIO 24' - 0" 620 SF 1BD 990 SF 2BD 1070 SF 2BD 661 SF 1BD 690 SF STUDIO 750 SF 1BD N 03/09/2022 OVERALL PLAN - LEVEL 5 2146.02BELTLINE BLVD. A0.07 0'30'60'120'180'44 ROOF 942.0' FFE RESIDENT PARKING (56 STALLS) 16 21 9 24' - 0"24' - 0"935.8' FFE RAMP UP 3.2% 946.3' FFE 27' - 0"24' - 0" 106' - 0"LVL 7A RAMP UP 5% 720 SF 1BD 720 SF 1BD 1106 SF 2BD 1167 SF 2BD 1079 SF 2BD 720 SF 1BD 720 SF 1BD 1054 SF 2BD 1020 SF 2BD 619 SF ALCOVE 903 SF 1BD + 1094 SF 2BD 901 SF 1BD + 1046 SF 2BD 534 SF STUDIO 1046 SF 2BD 879 SF 1BD 635 SF ALCOVE 546 SF STUDIO 540 SF STUDIO 63 SF TRASH/RECY. 620 SF 1BD 990 SF 2BD 690 SF 1BD 849 SF 1BD + 1070 SF 2BD 661 SF 1BD 690 SF STUDIO 750 SF 1BD 750 SF 1BD N 03/09/2022 OVERALL PLAN - LEVEL 6 2146.02BELTLINE BLVD. A0.08 0'30'60'120'180'45 946.5' FFE 6' - 3"24' - 0"RAMP DN 5% SOLAR PANEL ARRAY STRUCTURE ABOVE OPEN PARKING STALLS RESIDENT PARKING (50 STALLS) 16 16 CLOCK TOWER 720 SF 1BD 720 SF 1BD 1106 SF 2BD 1167 SF 2BD 1079 SF 2BD 720 SF 1BD 720 SF 1BD 1054 SF 2BD 1020 SF 2BD 619 SF ALCOVE 903 SF 1BD + 1094 SF 2BD 901 SF 1BD + 1046 SF 2BD 534 SF STUDIO 1046 SF 2BD 879 SF 1BD 635 SF ALCOVE 546 SF STUDIO 540 SF STUDIO 63 SF TRASH/RECY. 620 SF 1BD 990 SF 2BD 690 SF 1BD 849 SF 1BD + 1070 SF 2BD 661 SF 1BD 690 SF STUDIO 750 SF 1BD 750 SF 1BD N 03/09/2022 OVERALL PLAN - LEVEL 7 2146.02BELTLINE BLVD. A0.09 0'30'60'120'180'46 N 1/24/2022 SHADOW STUDY 2146.02BELTLINE BLVD. A0.19 N 02/14/2022 47 1/24/2022 PARKING RAMP DIAGRAM 2146.02BELTLINE BLVD. A0.20PARKING RAMP DIAGRAM RAMP UP 16 9 77 PARKING STALLS (BLDG 3 RESIDENT PARKING) 876.0' FFE 15 16 21 24' - 0"880.3' FFE RAMP UP 3.2% RETAIL ABOVE 24' - 0"LOADING RAMP DN. 15 16 9 16 METRO TRANSIT (75 STALLS) RAMP UP 16% 8% 887.0' FFE 882.0' FFE 883.5' FFE 886.5' FFE 19 27' - 0"24' - 0"24' - 0"891.3' FFE RAMP UP 3.2% 24' - 0" RAMP UP 5% 9' CLEARANCE 886.0' FFE LOBBY TWO-SIDED ELEVATOR LVL 1 LVL 2A36' -METRO TRANSIT (88 STALLS) RAMP UP 5% 16 19 898.0' FFE RAMP DN 16% 8% 8% 8% 907.6 FFE 8 24' - 0"24' - 0"24' - 0" RAMP UP 3.2% 10 902.3' FFE 16 19 24' - 0"5' - 4"LVL 3A METRO TRANSIT (81 STALLS) RAMP UP 5% 19 909.0' FFE 16 19 16 24' - 0"24' - 0"87' - 5"913.3' FFE 24' - 0" RAMP UP 3.2% 10RAMP UP 16% 1 24' - 0"5' - 4"LVL 4A METRO TRANSIT (24 STALLS) 6 6 924.3' FFE RAMP UP 5% 920.0' FFE RESIDENT PARKING (50 STALLS) 16 19 24' - 0"136' - 0" 24' - 0" RAMP UP 3.2% 10 1 8% RAMP UP 16% 8 8 IN G 5' - 4"LINK HERE CONNECTS @ RESIDENTIAL LVL 5 LVL 5A 931.0' FFE RESIDENT PARKING (91 STALLS) RAMP UP 5% 16 21 9 16 19 24' - 0"24' - 0"935.3' FFE RAMP UP 3.2% 10 24' - 0"5' - 4"LVL 6A LEVEL P1 LEVEL 1 LEVEL 2 LEVEL 3 LEVEL 4 LEVEL 5 PARKING STALL KEY BUILDING 1 STALLS BUILDING 3 STALLS METRO TRANSIT STALLS OVERALL RAMP SECTION A AA AA AA AA AA AA TUNNEL TO BLDG 3 BLDG 1 RAMP LEVEL P1 LEVEL 1 LEVEL 2 LEVEL 3 LEVEL 4 LEVEL 5 LEVEL 6 942.0' FFE RESIDENT PARKING (88 STALLS) 16 21 9 24' - 0"24' - 0"RAMP UP 3.2% 946.3' FFE 24' - 0"24' - 0" 106' - 0"LVL 7A RAMP UP 5% 16 16 LEVEL 6 UP TO 7 A A LEVEL 7 02/14/2022 48 BUILDING 1 ELEVATIONS 2146.02BELTLINE BLVD. A1.06 0'15'30'60'90' 1 OVERALL NORTH ELEVATION Scale: 1" : 30'-0" 2 OVERALL WEST ELEVATION Scale: 1" : 30'-0" PROCELAIN CLADDING ALUMINUM STOREFRONT COMPOSITE WINDOWS METAL PANEL ALUMINUM STOREFRONT ALUMINUM BALCONY 5/8” THICK, THROUGH COLORED, ARCHITECTURAL WALL CLADDING METAL PANEL FACE BRICK 100'-0"LEVEL 1 110'-8" LEVEL 2 121'-4" LEVEL 3 132'-0" LEVEL 4 142'-8"LEVEL 5 153'-4"LEVEL 6 164'-0"LEVEL 7 174'-8" ROOF 100'-0"LEVEL 1 110'-8" LEVEL 2 121'-4" LEVEL 3 132'-0" LEVEL 4 142'-8"LEVEL 5 153'-4"LEVEL 6 164'-0" LEVEL 7 174'-8"ROOF 182'-8" TOP PARAPET 182'-8" TOP PARAPET FIBER CEMENT PANEL 5/8” THICK, THROUGH COLORED, ARCHITECTURAL WALL CLADDING 03/09/2022 CLASS %MATERIAL I 10.1%Face Brick II 20.7%Metal Panel I 21.4% 5/8", through colored, architectural wall cladding I 30.4%Glass II 15.9%Fiber Cement Panel I 1.4%Porcelain Cladding NORTH ELEVATION CLASS %MATERIAL I 0.0%Face Brick II 39.4%Metal Panel I 18.1% 5/8", through colored, architectural wall cladding I 36.5%Glass I 6.0%Porcelain Cladding WEST ELEVATION GLASS %TOTAL SF North 775 35.2%2201 GROUND FLOOR TRANSPARENCY (Residential) GLASS %TOTAL SF North 928 50.4%1840 GROUND FLOOR TRANSPARENCY (Commercial) GLASS %TOTAL SF West 2071 50.5%4103 GROUND FLOOR TRANSPARENCY (Commercial) 49 BUILDING 1 ELEVATIONS 2146.02BELTLINE BLVD. A1.07 0'15'30'60'90' 3 OVERALL SOUTH ELEVATION Scale: 1" : 30'-0" 4 OVERALL EAST ELEVATION Scale: 1" : 30'-0" FACE BRICK COMPOSITE WINDOWS 5/8” THICK, THROUGH COLORED, ARCHITECTURAL WALL CLADDING METAL PANEL 5/8” THICK, THROUGH COLORED, ARCHITECTURAL WALL CLADDING FIBER CEMENT PANEL PORCELAIN CLADDING ALUMINUM BALCONY BUILDING LINK OPENING 100'-0"LEVEL 1 110'-8" LEVEL 2 121'-4" LEVEL 3 132'-0" LEVEL 4 142'-8"LEVEL 5 153'-4"LEVEL 6 164'-0"LEVEL 7 174'-8" ROOF 100'-0"LEVEL 1 110'-8" LEVEL 2 121'-4" LEVEL 3 132'-0" LEVEL 4 142'-8"LEVEL 5 153'-4"LEVEL 6 164'-0"LEVEL 7 174'-8" ROOF 5/8” THICK, THROUGH COLORED, ARCHITECTURAL WALL CLADDING FIBER CEMENT PANEL COMPOSITE WINDOWS 182'-8" TOP PARAPET 182'-8"TOP PARAPET 5/8” THICK, THROUGH COLORED, ARCHITECTURAL WALL CLADDING FIBER CEMENT PANEL 5/8” THICK, THROUGH COLORED, ARCHITECTURAL WALL CLADDING 03/09/2022 CLASS %MATERIAL I 0.0%Face Brick II 10.0%Metal Panel I 30.0% 5/8", through colored, architectural wall cladding I 20.7%Glass II 29.6%Fiber Cement Panel I 9.7%Porcelain Cladding SOUTH ELEVATION CLASS %MATERIAL I 2.2%Face Brick II 1.8%Metal Panel I 27.1% 5/8", through colored, architectural wall cladding I 25.6%Glass II 33.7%Fiber Cement Panel I 9.5%Porcelain Cladding EAST ELEVATION 50 N BUILDING 2 ELEVATIONS 2146.02BELTLINE BLVD. A2.06 0'10'20'40'60'03/09/2022 5/8” THICK, THROUGH COLORED, ARCHITECTURAL WALL CLADDING 5/8” THICK, THROUGH COLORED, ARCHITECTURAL WALL CLADDING 5/8” THICK, THROUGH COLORED, ARCHITECTURAL WALL CLADDING 1 OVERALL SOUTH ELEVATION Scale: 1" : 20'-0" 2 OVERALL EAST ELEVATION Scale: 1" : 20'-0" 100'-0" LEVEL 1 110'-8" LEVEL 2 121'-4" LEVEL 3 132'-0"LEVEL 4 142'-8" ROOF 97'-0" LEVEL 0 100'-0" LEVEL 1 110'-8" LEVEL 2 121'-4" LEVEL 3 132'-0"LEVEL 4 142'-8"ROOF 100'-0" LEVEL 1 110'-8" LEVEL 2 121'-4" LEVEL 3 132'-0"LEVEL 4 142'-8" ROOF 145'-8" PARAPET 145'-8" PARAPET 97'-0" LEVEL 0 5/8” THICK, THROUGH COLORED, ARCHITECTURAL WALL CLADDING - VERTICAL SPANDREL FIBER CEMENT PANEL - BETWEEN WINDOWS 5/8” THICK, THROUGH COLORED, ARCHITECTURAL WALL CLADDING - HORIZONTAL BAND CLASS %MATERIAL I 15.5%Face Brick II 21.8%Metal Panel II 18.1%Fiber Cement Panel I 19.3% 5/8", through colored, architectural wall cladding I 25.4%Glass II 0.0%Burnished CMU EAST ELEVATION CLASS %MATERIAL I 10.4%Face Brick II 6.2%Metal Panel II 33.5%Fiber Cement Panel I 29.6% 5/8", through colored, architectural wall cladding I 20.2%Glass II 0.0%Burnished CMU SOUTH ELEVATION GLASS %TOTAL SF East 426 25.6%1661 GROUND FLOOR TRANSPARENCY 51 BUILDING 2 ELEVATIONS 2146.02BELTLINE BLVD. A2.07 0'10'20'40'60'03/09/2022 5/8” THICK, THROUGH COLORED, ARCHITECTURAL WALL CLADDING 3 OVERALL NORTH ELEVATION Scale: 1" : 20'-0" 4 OVERALL WEST ELEVATION Scale: 1" : 20'-0" 97'-0"LEVEL 0 100'-0"LEVEL 1 110'-8" LEVEL 2 121'-4" LEVEL 3 132'-0" LEVEL 4 142'-8" ROOF 97'-0" LEVEL 0 100'-0" LEVEL 1 110'-8" LEVEL 2 121'-4" LEVEL 3 132'-0"LEVEL 4 142'-8" ROOF 145'-8"PARAPET 145'-8" PARAPET CLASS %MATERIAL I 22.8%Face Brick II 39.8%Metal Panel I 9.5% 5/8", through colored, architectural wall cladding I 27.9%Glass II 0.0%Burnished CMU NORTH ELEVATION CLASS %MATERIAL I 13.8%Face Brick II 31.1%Metal Panel I 24.0% 5/8", through colored, architectural wall cladding I 26.2%Glass II 4.9%Burnished CMU WEST ELEVATION GLASS %TOTAL SF North 716 30.2%2372 GROUND FLOOR TRANSPARENCY 52 BUILDING 3 ELEVATIONS 2146.02BELTLINE BLVD. A3.06 0'15'30'60'90' CLASS %MATERIAL I 3.6%Face Brick II 11.0%Metal Panel II 22.8%Fiber Cement Panel I 33.2% 5/8", through colored, architectural wall cladding I 24.0%Glass II 5.5%Burnished CMU NORTH ELEVATION CLASS %MATERIAL I 4.1%Face Brick II 23.3%Metal Panel II 11.2%Fiber Cement Panel I 48.4% 5/8", through colored, architectural wall cladding I 23.0%Glass II 1.2%Burnished CMU WEST ELEVATION 03/09/2022 1 OVERALL NORTH ELEVATION Scale: 1" : 30'-0" 2 OVERALL WEST ELEVATION Scale: 1" : 30'-0" 100'-0" LEVEL 1 110'-8"LEVEL 2 121'-4"LEVEL 3 132'-0"LEVEL 4 142'-8" LEVEL 5 153'-4" ROOF 97'-0" LEVEL 0 100'-0"LEVEL 1 110'-8"LEVEL 2 121'-4" LEVEL 3 132'-0" LEVEL 4 142'-8"LEVEL 5 153'-4" ROOF 97'-0"LEVEL 0 156'-4" PARAPET 156'-4"PARAPET 53 BUILDING 3 ELEVATIONS 2146.02BELTLINE BLVD. A3.07 0'15'30'60'90' GLASS %TOTAL SF South 1108 37.6%2946 GROUND FLOOR TRANSPARENCY GLASS %TOTAL SF East 635 36.1%1759 GROUND FLOOR TRANSPARENCY CLASS %MATERIAL I 8.2%Face Brick II 32.1%Metal Panel II 0.0%Fiber Cement Panel I 28.4% 5/8", through colored, architectural wall cladding I 28.2%Glass II 3.2%Burnished CMU SOUTH ELEVATION 03/09/2022 CLASS %MATERIAL I 8.0%Face Brick II 28.8%Metal Panel II 0.0%Fiber Cement Panel I 29.6% 5/8", through colored, architectural wall cladding I 25.1%Glass II 8.5%Burnished CMU EAST ELEVATION 3 OVERALL SOUTH ELEVATION Scale: 1" : 30'-0" 4 OVERALL EAST ELEVATION Scale: 1" : 30'-0" 100'-0" LEVEL 1 110'-8"LEVEL 2 121'-4"LEVEL 3 132'-0"LEVEL 4 142'-8"LEVEL 5 153'-4" ROOF 97'-0"LEVEL 0 100'-0" LEVEL 1 110'-8"LEVEL 2 121'-4" LEVEL 3 132'-0" LEVEL 4 142'-8"LEVEL 5 153'-4" ROOF 97'-0"LEVEL 0 156'-4" PARAPET 156'-4" PARAPET 54 PARKING RAMP ELEVATIONS 2146.02BELTLINE BLVD. A4.09 0'15'30'60'90' 1 OVERALL WEST ELEVATION Scale: 1" : 30'-0" 2 OVERALL SOUTH ELEVATION Scale: 1" : 30'-0" 5/8” THICK, THROUGH COLORED, ARCHITECTURAL WALL CLADDING 5/8” THICK, THROUGH COLORED, ARCHITECTURAL WALL CLADDING 5/8” THICK, THROUGH COLORED, ARCHITECTURAL WALL CLADDING 5/8” THICK, THROUGH COLORED, ARCHITECTURAL WALL CLADDING 5/8” THICK, THROUGH COLORED, ARCHITECTURAL WALL CLADDING 5/8” THICK, THROUGH COLORED, ARCHITECTURAL WALL CLADDING 99'-0"LEVEL 0 115'-4" LEVEL 3A 126'-4" LEVEL 4A 137'-4" LEVEL 5A 159'-4" LEVEL 7A 104'-4"LEVEL 2A 148'-4"LEVEL 6A 99'-0" LEVEL 0 115'-4" LEVEL 3A 126'-4" LEVEL 4A 137'-4" LEVEL 5A 159'-4" LEVEL 7A 104'-4" LEVEL 2A 148'-4"LEVEL 6A 170'-4"PARAPET 170'-4"PARAPET 175'-4" ELEVATOR OVERRUN 191'-4" CLOCK TOWER ROOF 03/09/2022 CLASS %MATERIAL I 5.3%Face Brick I 39.0% 5/8", through colored, architectural wall cladding I 6.2%Glass II 49.6%Perforated Metal Screen SOUTH ELEVATION CLASS %MATERIAL I 8.5%Face Brick I 54.2% 5/8", through colored, architectural wall cladding I 5.0%Glass II 32.3%Perforated Metal Screen WEST ELEVATION 55 PARKING RAMP ELEVATIONS 2146.02BELTLINE BLVD. A4.10 0'15'30'60'90' 3 OVERALL EAST ELEVATION Scale: 1" : 30'-0" 4 OVERALL NORTH ELEVATION Scale: 1" : 30'-0" 5/8” THICK, THROUGH COLORED, ARCHITECTURAL WALL CLADDING 5/8” THICK, THROUGH COLORED, ARCHITECTURAL WALL CLADDING 5/8” THICK, THROUGH COLORED, ARCHITECTURAL WALL CLADDING 100'-0" LEVEL 1 122'-0" LEVEL 3 133'-0"LEVEL 4 144'-0"LEVEL 5 155'-0" LEVEL 6 111'-0" LEVEL 2 100'-0" LEVEL 1 122'-0" LEVEL 3 133'-0" LEVEL 4 144'-0" LEVEL 5 155'-0"LEVEL 6 111'-0" LEVEL 2 5/8” THICK, THROUGH COLORED, ARCHITECTURAL WALL CLADDING 5/8” THICK, THROUGH COLORED, ARCHITECTURAL WALL CLADDING 166'-0" LEVEL 7 166'-0" LEVEL 7 191'-4" CLOCK TOWER ROOF 177'-0"PARAPET 177'-0"PARAPET PARKING RAMP ELEVATIONS 03/09/2022 CLASS %MATERIAL I 6.6%Face Brick I 24.1% 5/8", through colored, architectural wall cladding I 0.0%Glass II 69.3%Perforated Metal Screen EAST ELEVATION CLASS %MATERIAL I 2.5%Face Brick I 41.9% 5/8", through colored, architectural wall cladding I 0.0%Glass II 55.6%Perforated Metal Screen NORTH ELEVATION 56 PROPOSED BUILDING 3 PROPOSED BUILDING 2 PROPOSED BUILDING 1 PROPOSED PARKING GARAGE ±34,200 S.F.P1 FFE = 876.00L1 FFE=882.50 - 886.00 ±34,000 S.F. L1 FFE = 881.00-882.50 ±25,400 S.F.P1 FFE: 876.00 L1 FFE = VARIES 884.00-887.00 ±31,300 S.F.P1 FFE: 876.00 L1 FFE = VARIES 884.00-887.00 T PROPOSED BUILDING 3 PROPOSED BUILDING 2 PROPOSED BUILDING 1 PROPOSED PARKING GARAGE ±34,200 S.F.P1 FFE = 876.00L1 FFE=882.50 - 886.00 ±34,000 S.F. L1 FFE = 881.00-882.50 ±25,400 S.F.P1 FFE: 876.00 L1 FFE = VARIES 884.00-887.00 ±31,300 S.F.P1 FFE: 876.00 L1 FFE = VARIES 884.00-887.00 T A A A A A A A A A A A 10.0 '10.0 '8.0 '6.0 ' 6.0' 10.0' F F H H H H H H H H H L L M K K K O O I I I I I I II I I I I I I I I H H G G G G G G G E E E J J J 18.0 'TYP.8.5' TYP.24.0 '24.0'24.0'24.0'6.0'5.0' 6.0'24.0'24.0'R5.0'R5.0'R8. 0 ' 24.0' 24.0'R30.0'R20.0'R112.0' R88.0'R5.0 ' R2 0 . 0 ' R20 . 0 'R50.0'10.0'6.0 '4.0 '6.0 '6.0 ' P P P P P P 36.0'24.0'36.0' 24.0'18.0'24.0'24.0'24.0 ' K K 9.7' 7.5'7.0 '7.0 '2.6 '3.3'5.0'1.9' 8.9' 4.6'14.6 '10.0 '10.0 '13.9 ' 3.0' N M N M N Q R R R R R S S S S S S S S S R 8.5'TYP.6.0'SURMOUNTABLE CURB 6.0' 0.6'3.7 ' 27.6'1.5'8.7'6.5 ' 14.6' 29.0' 15.0' 27.0'35.7 ' 18.0' TYP.24.0'26.0 ' 44.0'8.5'MOVE IN FOR BUILDING 3 COORDINATE SIGNAL WORK WITH SWLRT MONTEREY INTERSECTION WORK DONE BY SWLRT, PED RAMPS TO BE COORDINATED WITH SWLRT MEDIAN NOSE TO REMAIN AS CONSTRUCTED BY SWLRT 6.0 '6.0 ' BUILDING DATA SUMMARY AREAS PROPOSED PROPERTY 241,162 SF (5.5 AC) BUILDING AREA 124,900 SF (52% OF TOTAL PROPERTY AREA) PARKING REQUIRED PARKING XXX SPACES @ X.X/1,000 SF PROPOSED PARKING 669 SPACES ADA STALLS REQ'D / PROVIDED 14 STALLS / 7 STALLS PROPERTY SUMMARY BELTLINE STATION MIXED USE DEVELOPMENT TOTAL PROPERTY AREA 241,162 SF (5.5 AC) RIGHT OF WAY DEDICATION X,XXX SF (X.X AC) NET PROPERTY AREA X,XXX SF (X.X AC) PROPOSED IMPERVIOUS AREA 201,786 SF (4.6 AC) PROPOSED PERVIOUS AREA 39,376 SF (0.9 AC) TOTAL DISTURBED AREA 307,424 SF (7.1 AC) ZONING SUMMARY EXISTING ZONING I-G GENERAL INDUSTRIAL PROPOSED ZONING <ZONING CLASS> PARKING SETBACKS SIDE/REAR = X' ROAD = X' BUILDING SETBACKS FRONT = X' SIDE = X' REAR = X' PROPOSED CURB AND GUTTER PROPERTY LINE PROPOSED FENCE SETBACK LINE RETAINING WALL PROPOSED STANDARD DUTY ASPHALT PROPOSED HEAVY DUTY CONCRETE PAVEMENT PROPOSED STORMWATER MANAGEMENT AREA PROPOSED CONCRETE SIDEWALK LEGEND PROPOSED HEAVY DUTY ASPHALT KEYNOTE LEGEND CONCRETE SIDEWALK EXISTING PIPE BOLLARD MATCH EXISTING EDGE OF PAVEMENT/ CURB & GUTTER ACCESSIBLE CURB RAMP ACCESSIBLE PARKING SIGN ACCESSIBLE PARKING AREA STRIPED WITH 4" SYSL @ 45° 2' O.C. STANDARD DUTY ASPHALT PAVEMENT LANDSCAPE AREA - SEE LANDSCAPE PLANS NO PARKING SIGN HEAVY DUTY CONCRETE PAVEMENT B612 CURB & GUTTER (TYP.) STOP SIGN STOP BAR COMMERCIAL DRIVEWAY APRON RETAINING WALL SNOWWMELT HEAVY DUTY CONCRETE PAVEMENT ON RAMP TO P1 LEVEL, COORDINATE WITH MEP TRANSFORMER PAD LIGHT POLE, SEE LIGHTING PLANS A B C D E F G H I J K L M N O P Q R S This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc. 2022 KIMLEY-HORN AND ASSOCIATES, INC. 767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114 PHONE: 651-645-4197 WWW.KIMLEY-HORN.COM K:\TWC_LDEV\SHERMAN\Beltline\3 Design\CAD\PlanSheets\C4-SITE PLAN.dwg March 10, 2022 - 7:44am©PRELIMINARY - NOT FOR CONSTRUCTIONArchitectureInterior DesignLandscapeArchitectureEngineering 222 North Second StreetLong & Kees BldgSuite 101Minneapolis, MN55401612.339.3752 www.bkvgroup.com © 2021 BKV Group SHEET NUMBER SHEET TITLE DRAWN BY CHECKED BY COMMISSION NUMBER PROJECT TITLE CONSULTANTS NOT F O R CONST R U CTI O N CERTIFICATION ISSUE #DATE DESCRIPTION SITE PLAN NOTES 1. ALL WORK AND MATERIALS SHALL COMPLY WITH ALL CITY/COUNTY REGULATIONS AND CODES AND O.S.H.A. STANDARDS. 2. CONTRACTOR SHALL REFER TO THE ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONS OF VESTIBULES, SLOPE PAVING, SIDEWALKS, EXIT PORCHES, TRUCK DOCKS, PRECISE BUILDING DIMENSIONS AND EXACT BUILDING UTILITY ENTRANCE LOCATIONS. 3. ALL INNER CURBED RADII ARE TO BE 3' AND OUTER CURBED RADII ARE TO BE 10' UNLESS OTHERWISE NOTED. STRIPED RADII ARE TO BE 5'. 4. ALL DIMENSIONS AND RADII ARE TO THE FACE OF CURB UNLESS OTHERWISE NOTED. 5. EXISTING STRUCTURES WITHIN CONSTRUCTION LIMITS ARE TO BE ABANDONED, REMOVED OR RELOCATED AS NECESSARY. ALL COST SHALL BE INCLUDED IN BASE BID. 6. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL RELOCATIONS, (UNLESS OTHERWISE NOTED ON PLANS) INCLUDING BUT NOT LIMITED TO, ALL UTILITIES, STORM DRAINAGE, SIGNS, TRAFFIC SIGNALS & POLES, ETC. AS REQUIRED. ALL WORK SHALL BE IN ACCORDANCE WITH GOVERNING AUTHORITIES REQUIREMENTS AND PROJECT SITE WORK SPECIFICATIONS AND SHALL BE APPROVED BY SUCH. ALL COST SHALL BE INCLUDED IN BASE BID. 7. SITE BOUNDARY, TOPOGRAPHY, UTILITY AND ROAD INFORMATION TAKEN FROM A SURVEY BY ALLIANT, DATED 01/31/2020. KIMLEY-HORN ASSUMES NO LIABILITY FOR ANY ERRORS, INACCURACIES, OR OMISSIONS CONTAINED THEREIN. 8. TOTAL LAND AREA IS 5.5 ACRES. 9. PYLON / MONUMENT SIGNS SHALL BE CONSTRUCTED BY OTHERS. SIGNS ARE SHOWN FOR GRAPHICAL & INFORMATIONAL PURPOSES ONLY. CONTRACTOR TO VERIFY SIZE, LOCATION AND ANY REQUIRED PERMITS NECESSARY FOR THE CONSTRUCTION OF THE PYLON / MONUMENT SIGN. 10. CONTRACTOR SHALL REFERENCE ARCH / MEP PLANS FOR SITE LIGHTING AND ELECTRICAL PLAN. 11. NO PROPOSED LANDSCAPING SUCH AS TREES OR SHRUBS, ABOVE AND UNDERGROUND STRUCTURES, OR OTHER OBSTRUCTIONS SHALL BE LOCATED WITHIN EXISTING OR PROPOSED UTILITY EASEMENTS AND RIGHTS OF WAY UNLESS SPECIFICALLY NOTED ON PLANS OTHERWISE. 12. REFERENCE ARCHITECTURAL PLANS FOR DUMPSTER ENCLOSURE DETAILS. 13. REFER TO FINAL PLAT OR ALTA SURVEY FOR EXACT LOT AND PROPERTY BOUNDARY DIMENSIONS. 14. ALL AREAS ARE ROUNDED TO THE NEAREST SQUARE FOOT. 15. ALL DIMENSIONS ARE ROUNDED TO THE NEAREST TENTH FOOT. 16. ALL PARKING STALLS TO BE 8.5' IN WIDTH AND 18' IN LENGTH UNLESS OTHERWISE INDICATED. 17. THERE ARE 0.27 ACRES OF WETLAND IMPACTS. 18. FOR OFFSITE IMPROVEMENTS, SEE THE <OFFSITE PLANS> IMPROVEMENTS PLANS 19. SIDEWALKS AND BOULEVARDS TO BE MAINTAINED BY THE DEVELOPER 20. DEVELOPER REQUIRED TO HAUL SNOW OFFSITE XXX XXX SITE PLAN C4.00 BELTLINE STATION MIXED USE DEVELOPMENT NORTH MOVE IN FOR BUILDING 2 UNDERGROUND 57 878880879 878 878878877 87 7 885878880 879 881 882 883 884 878 875884 8808 7 9 877876 875883 880 884 885 883 882 881 880 87 9879879 880 8 8 1 8 8 2 883 886 885 88 4 883 882 881 880 880880 879879 880 881 882 883 884 885 886 887 887 886 885877 878877878878879879 876877878879880 881 882881880879 876875 877878 8758748 7 6 8 7 7 879 880 881 882 883883886 PROPOSED BUILDING 3 PROPOSED BUILDING 2 PROPOSED BUILDING 1 PROPOSED PARKING GARAGE ±34,200 S.F.P1 FFE = 876.00L1 FFE=882.50 - 886.00 ±34,000 S.F. L1 FFE = 881.00-882.50 ±25,400 S.F.P1 FFE: 876.00 L1 FFE = VARIES 884.00-887.00 ±31,300 S.F.P1 FFE: 876.00 L1 FFE = VARIES 884.00-887.00 T PROPOSED BUILDING 3 PROPOSED BUILDING 2 PROPOSED BUILDING 1 PROPOSED PARKING GARAGE ±34,200 S.F.P1 FFE = 876.00L1 FFE=882.50 - 886.00 ±34,000 S.F. L1 FFE = 881.00-882.50 ±25,400 S.F.P1 FFE: 876.00 L1 FFE = VARIES 884.00-887.00 ±31,300 S.F.P1 FFE: 876.00 L1 FFE = VARIES 884.00-887.00 T 2.56%1.46%2.22%2.55%2.42% 2.43%1.52%2.53%3.68%2.31%7.66%2.16%5 . 9 2%2.11% 3. 0 0%2.00%2.68% 11.9 6 % 2.44%2.25%3. 4 3% 2.89% 2. 9 0%8808818828838 8 1 882885 882 883884886 886 887 13.53%2.85%26.07% 0.81%2.36%7.68%1.50%2.05%2. 2 0 %2.87%4.37% 14.32%3.14% 0. 0 0%3.24% 4.51% 1.85%2.01%1.27%6.43%1.62%1.50%2.02%2 . 0 8% 2.3 8 %2.50% 1.53 %1.23%1.50%2.45%3.21%4.56%1.35%2.02%2. 0 9% 0.17%3.27%1.95%1.68%1.28%1.89% D D D D D D DDD883.00 882.50 882.50 882.50 887.00 887.00 ME:884.92 G:884.85 886.00886.45 886.00 887.06 886.00886.00 886.00 881.50 878.50 878.50 882.00 882.50 882.50 882.50 882.50 882.15 881.50 881.00 881.50 881.50 881.22 881.00 880.00 881.25 881.90 884.00 881.00 882.00 882.00 876.00 BW:878.13 881.81 TW:888.01 887.00 887.00 883.60 884.00884.00 884.00 881.00 882.43 883.44 883.06 876.00 887.00 887.00 884.01 BW:884.68 TW:884.62 884.00 885.72 887.00 887.00 887.00 887.00 887.00 887.00 883.06 881.57 G:880.00 G:882.49G:882.50 G:883.08 G:883.32 G:883.19 G:883.82 G:883.67 G:883.35 G:883.04 G:882.85 G:883.22 G:882.47 G:881.41 G:881.00 G:881.00 EOF:881.63 881.09 G:881.10 BW:881.38 TW:881.40 BW:879.22 TW:882.50 LP:882.75 LP:880.64 T/G:882.32 G:883.14 G:881.81 G:881.81 T/G:882.42 G:884.40 882.45 T:886.50 T:883.74 T:878.51 T:880.30 T:880.45 T:880.70 T:880.71 T:880.18 T:880.55 T:883.11 T:881.90 T:879.96 T:878.80 T:878.16 T:882.56 T:885.17 879.00 881.00 880.85 BW:877.69 TW:880.70 BW:878.85 TW:880.67 BW:878.61 TW:879.94 BW:879.59 TW:879.59 BW:880.54 TW:880.54 G:882.46 G:886.37 G:886.37 G:886.88 G:886.88 887.24 885.68 G:885.21 G:885.13 BW:882.50 TW:882.50 BW:884.76 TW:886.62 BW:884.13 TW:886.75 879.25 879.25 G:887.00 G:886.98 BW:883.66 TW:884.00 BW:882.00 TW:884.00 T/G:882.36 G:883.17 880.77 880.84 880.87 880.99 882.90 879.72 886.37 886.92 7.66%883.00 BW:881.90 TW:881.92 876.00 T/G:882.29 876.00 BW:883.90 TW:884.00 G:885.11 G:884.15 G:877.65 This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc. 2022 KIMLEY-HORN AND ASSOCIATES, INC. 767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114 PHONE: 651-645-4197 WWW.KIMLEY-HORN.COM K:\TWC_LDEV\SHERMAN\Beltline\3 Design\CAD\PlanSheets\C5-GRADING PLAN.dwg March 10, 2022 - 7:45am©PRELIMINARY - NOT FOR CONSTRUCTIONArchitectureInterior DesignLandscapeArchitectureEngineering 222 North Second StreetLong & Kees BldgSuite 101Minneapolis, MN55401612.339.3752 www.bkvgroup.com © 2021 BKV Group SHEET NUMBER SHEET TITLE DRAWN BY CHECKED BY COMMISSION NUMBER PROJECT TITLE CONSULTANTS NOT F O R CONST R U CTI O N CERTIFICATION ISSUE #DATE DESCRIPTION NORTH GRADING PLAN NOTES 1. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE CITY OF ST. LOUIS PARK, SPECIFICATIONS AND BUILDING PERMIT REQUIREMENTS. 2. CONTRACTOR TO CALL GOPHER STATE CALL ONE @ <1-800-252-1166> AT LEAST TWO WORKING DAYS PRIOR TO EXCAVATION/CONSTRUCTION FOR UTILITY LOCATIONS. 3. STORM SEWER PIPE SHALL BE AS FOLLOWS: RCP PER ASTM C-76 HDPE: 0" - 10" PER AASHTO M-252 HDPE: 12" OR GREATER PER ASTM F-2306 PVC SCH. 40 PER ASTM D-3034 STORM SEWER FITTINGS SHALL BE AS FOLLOWS: RCP PER ASTM C-76, JOINTS PER ASTM C-361, C-990, AND C-443 HDPE PER ASTM 3212 PVC PER ASTM D-3034, JOINTS PER ASTM D-3212 4. CONTRACTOR TO FIELD VERIFY THE LOCATIONS AND ELEVATIONS OR EXISTING UTILITIES AND TOPOGRAPHIC FEATURES PRIOR TO THE START OF SITE GRADING. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE PROJECT ENGINEER OF ANY DISCREPANCIES OR VARIATIONS. 5. SUBGRADE EXCAVATION SHALL BE BACKFILLED IMMEDIATELY AFTER EXCAVATION TO HELP OFFSET ANY STABILITY PROBLEMS DUE TO WATER SEEPAGE OR STEEP SLOPES. WHEN PLACING NEW SURFACE MATERIAL ADJACENT TO EXISTING PAVEMENT, THE EXCAVATION SHALL BE BACKFILLED PROMPTLY TO AVOID UNDERMINING OF EXISTING PAVEMENT. 6. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL HORIZONTAL AND VERTICAL CONTROL. 7. CONTRACTOR SHALL EXCAVATE DRAINAGE TRENCHES TO FOLLOW PROPOSED STORM SEWER ALIGNMENTS. 8. GRADES SHOWN ARE FINISHED GRADES. CONTRACTOR SHALL ROUGH GRADE TO SUBGRADE ELEVATION AND LEAVE STREET READY FOR SUBBASE. 9. ALL EXCESS MATERIAL, BITUMINOUS SURFACING, CONCRETE ITEMS, ANY ABANDONED UTILITY ITEMS, AND OTHER UNSTABLE MATERIALS SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE DISPOSED OF OFF THE CONSTRUCTION SITE. 10. REFER TO THE UTILITY PLAN FOR SANITARY SEWER MAIN, WATER MAIN SERVICE LAYOUT AND ELEVATIONS AND CASTING / STRUCTURE NOTATION. 11. CONTRACTOR IS RESPONSIBLE FOR CONSTRUCTION OF PAVEMENTS AND CURB AND GUTTER WITH SMOOTH UNIFORM SLOPES TO PROVIDE POSITIVE DRAINAGE. 12. INSTALL A MINIMUM OF <4" CLASS 5> AGGREGATE BASE UNDER CURB AND GUTTER AND CONCRETE SIDEWALKS. 13. UPON COMPLETION OF EXCAVATION AND FILLING, CONTRACTOR SHALL RESTORE ALL STREETS AND DISTURBED AREAS ON SITE. ALL DISTURBED AREAS SHALL BE RE-VEGETATED WITH A MINIMUM OF <4" OF TOPSOIL>. 14. ALL SPOT ELEVATIONS/CONTOURS ARE TO GUTTER / FLOW LINE UNLESS OTHERWISE NOTED. 15. GRADING FOR ALL SIDEWALKS AND ACCESSIBLE ROUTES INCLUDING CROSSING DRIVEWAYS SHALL CONFORM TO CURRENT ADA STATE/NATIONAL STANDARDS. IN NO CASE SHALL ACCESSIBLE RAMP SLOPES EXCEED 1 VERTICAL TO 12 HORIZONTAL. IN NO CASE SHALL SIDEWALK CROSS SLOPES EXCEED 2% . IN NO CASE SHALL LONGITUDINAL SIDEWALK SLOPES EXCEED 5%. IN NO CASE SHALL ACCESSIBLE PARKING STALLS OR AISLES EXCEED 2% (1.5% TARGET) IN ALL DIRECTIONS. SIDEWALK ACCESS TO EXTERNAL BUILDING DOORS AND GATES SHALL BE ADA COMPLIANT. CONTRACTOR SHALL NOTIFY ENGINEER IMMEDIATELY IF ADA CRITERIA CANNOT BE MET IN ANY LOCATION PRIOR TO PAVING. NO CONTRACTOR CHANGE ORDERS WILL BE ACCEPTED FOR A.D.A COMPLIANCE ISSUES. 16. MAINTAIN A MINIMUM OF 0.5% GUTTER SLOPE TOWARDS LOW POINTS. 17. CONTRACTOR TO PROVIDE 3" INSULATION BY 5' WIDE CENTERED ON STORM PIPE IF LESS THAN 4' OF COVER IN PAVEMENT AREAS AND LESS THAN 3' OF COVER IN LANDSCAPE AREAS. 18. ROOF DRAIN INVERT CONNECTIONS AT THE BUILDING SHALL BE AT ELEVATION <XXX.XX> OR LOWER UNLESS NOTED OTHERWISE. REFERENCE MEP PLANS FOR ROOF DRAIN CONNECTION. 19. ALL STORM SEWER CONNECTIONS SHALL BE GASKETED AND WATER TIGHT INCLUDING MANHOLE CONNECTIONS. 20. ALL STORM SEWER PIPE SHALL BE AIR TESTED IN ACCORDANCE WITH THE CURRENT PLUMBING CODE. 21. MAINTAIN A MINIMUM OF 1.25% SLOPE IN BITUMINOUS PAVEMENT AREAS, 0.5% SLOPE IN CONCRETE PAVEMENT AREAS. 22. CONTRACTOR SHALL REVIEW PAVEMENT GRADIENT AND CONSTRUCT "INFALL CURB" WHERE PAVEMENT DRAINS TOWARD GUTTER, AND "OUTFALL" CURB WHERE PAVEMENT DRAINS AWAY FROM GUTTER. PROPOSED STORM SEWER PROPOSED STORM SEWER PROPERTY LINE EXISTING CONTOUR PROPOSED CONTOUR925 PROPOSED SPOT ELEVATION100.00 LEGEND PROPOSED HIGH POINT ELEVATION HP:0.0 PROPOSED LOW POINT ELEVATION PROPOSED GUTTER ELEVATION PROPOSED TOP OF CURB ELEVATION PROPOSED FLUSH PAVEMENT ELEVATION LP:0.0 G:0.00 T:0.00 PROPOSED EMERGENCY OVERFLOW T/G:0.0 EOF:0.0 0.0%PROPOSED DRAINAGE DIRECTION 0.00%PROPOSED ADA SLOPE ME:0.0 MATCH EXISTING ELEVATION PROPOSED STORM MANHOLE (SOLID CASTING) PROPOSED STORM MANHOLE (ROUND INLET CASTING) PROPOSED STORM MANHOLE/ CATCH BASIN (CURB INLET CASTING) PROPOSED STORM SEWER CLENOUT PROPOSED RIPRAP PROPOSED FLARED END SECTION CO D BPG XXX GRADING PLAN C5.00 BELTLINE STATION MIXED USE DEVELOPMENT 58 HIGHW A Y N O . 7 BELT LINE BOULEVARDHENNE P I N C O U N T Y R E G I O N A L R A I L R O A D AUTHO R I T Y P R O P E R T Y M A P N O . 6 HIGHW A Y N O . 7 PROPOSED BUILDING 3 PROPOSED BUILDING 2 PROPOSED BUILDING 1 PROPOSED PARKING GARAGE ±34,200 S.F.P1 FFE = 876.00L1 FFE=882.50 - 886.00 ±34,000 S.F. L1 FFE = 881.00-882.50 ±25,400 S.F.P1 FFE: 876.00 L1 FFE = VARIES 884.00-887.00 ±31,300 S.F.P1 FFE: 876.00 L1 FFE = VARIES 884.00-887.00 STORM TRAP ST2 DOUBLE TRAP 8-0 136.48' X 89.63' 9.00' FIELD HEIGHT 2.004 AC-FT IE:870.5 T PROPOSED BUILDING 3 PROPOSED BUILDING 2 PROPOSED BUILDING 1 PROPOSED PARKING GARAGE ±34,200 S.F.P1 FFE = 876.00L1 FFE=882.50 - 886.00 ±34,000 S.F. L1 FFE = 881.00-882.50 ±25,400 S.F.P1 FFE: 876.00 L1 FFE = VARIES 884.00-887.00 ±31,300 S.F.P1 FFE: 876.00 L1 FFE = VARIES 884.00-887.00 STORM TRAP ST2 DOUBLE TRAP 8-0 136.48' X 89.63' 9.00' FIELD HEIGHT 2.004 AC-FT IE:870.5 T COCO COCO This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc. 2022 KIMLEY-HORN AND ASSOCIATES, INC. 767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114 PHONE: 651-645-4197 WWW.KIMLEY-HORN.COM K:\TWC_LDEV\SHERMAN\Beltline\3 Design\CAD\PlanSheets\C6-UTILITY PLAN.dwg March 10, 2022 - 7:46amPRELIMINARY - NOT FOR CONSTRUCTIONArchitectureInterior DesignLandscapeArchitectureEngineering 222 North Second StreetLong & Kees BldgSuite 101Minneapolis, MN55401612.339.3752 www.bkvgroup.com © 2021 BKV Group SHEET NUMBER SHEET TITLE DRAWN BY CHECKED BY COMMISSION NUMBER PROJECT TITLE CONSULTANTS NOT F O R CONST R U CTI O N CERTIFICATION ISSUE #DATE DESCRIPTION UTILITY PLAN NOTES 1. ALL FILL MATERIAL IS TO BE IN PLACE, AND COMPACTED BEFORE INSTALLATION OF PROPOSED UTILITIES. 2. SANITARY SEWER PIPE SHALL BE AS FOLLOWS: 8" PVC SDR35 PER ASTM D-3034, FOR PIPES LESS THAN 12' DEEP 8" PVC SDR26 PER ASTM D-3034, FOR PIPES MORE THAN 12' DEEP 6" PVC SCHEDULE 40 PER ASTM D-3034 DUCTILE IRON PIPE PER AWWA C150 3. WATER LINES SHALL BE AS FOLLOWS: 6" AND LARGER, PVC C-900 PER ASTM D 2241 CLASS 200 UNDER COUNTY ROADS, OTHERWISE CLASS 150 4" AND LARGER DUCTILE IRON PIPE PER AWWA C150 SMALLER THAN 3" PIPING SHALL BE COPPER TUBE TYPE "K" PER ANSI 816.22 OR PVC, 200 P.S.I., PER ASTM D1784 AND D2241. 4. MINIMUM TRENCH WIDTH SHALL BE 2 FEET. 5. ALL WATER JOINTS ARE TO BE MECHANICAL JOINTS WITH RESTRAINTS SUCH AS THRUST BLOCKING, WITH STAINLESS STEEL OR COBALT BLUE BOLTS, OR AS INDICATED IN THE CITY SPECIFICATIONS AND PROJECT DOCUMENTS. 6. ALL UTILITIES SHOULD BE KEPT TEN (10') APART (PARALLEL) OR WHEN CROSSING 18" VERTICAL CLEARANCE (OUTSIDE EDGE OF PIPE TO OUTSIDE EDGE OF PIPE OR STRUCTURE). 7. CONTRACTOR SHALL MAINTAIN A MINIMUM OF 7'-5" COVER ON ALL WATERLINES. 8.IN THE EVENT OF A VERTICAL CONFLICT BETWEEN WATER LINES, SANITARY LINES, STORM LINES AND GAS LINES, OR ANY OBSTRUCTION (EXISTING AND PROPOSED), THE SANITARY LINE SHALL BE SCH. 40 OR C900 WITH MECHANICAL JOINTS AT LEAST 10 FEET ON EITHER SIDE OF THE CENTER LINE OF THE CROSSING. THE WATER LINE SHALL HAVE MECHANICAL JOINTS WITH APPROPRIATE FASTENERS AS REQUIRED TO PROVIDE A MINIMUM OF 18" VERTICAL SEPARATION. MEETING REQUIREMENTS OF ANSI A21.10 OR ANSI 21.11 (AWWA C-151) (CLASS 50). 9. LINES UNDERGROUND SHALL BE INSTALLED, INSPECTED AND APPROVED BEFORE BACKFILLING. 10. TOPS OF MANHOLES SHALL BE RAISED AS NECESSARY TO BE FLUSH WITH PROPOSED PAVEMENT ELEVATIONS, AND TO BE ONE FOOT ABOVE FINISHED GROUND ELEVATIONS, IN GREEN AREAS, WITH WATERTIGHT LIDS. 11. ALL CONCRETE FOR ENCASEMENTS SHALL HAVE A MINIMUM 28 DAY COMPRESSION STRENGTH AT 3000 P.S.I. 12. EXISTING UTILITIES SHALL BE VERIFIED IN FIELD PRIOR TO INSTALLATION OF ANY NEW LINES. 13. REFER TO INTERIOR PLUMBING DRAWINGS FOR TIE-IN OF ALL UTILITIES. 14. CONTRACTOR IS RESPONSIBLE FOR COMPLYING TO THE SPECIFICATIONS OF THE CITY OF ST. LOUIS PARK AND/OR STATE OF MN WITH REGARDS TO MATERIALS AND INSTALLATION OF THE WATER AND SEWER LINES. 15. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES, AND WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANIES AT LEAST 72 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. 16. CONTRACTOR IS RESPONSIBLE FOR ALL NECESSARY INSPECTIONS AND/OR CERTIFICATIONS REQUIRED BY CODES AND/OR UTILITY SERVICE COMPANIES. 17. CONTRACTOR SHALL COORDINATE WITH ALL UTILITY COMPANIES FOR INSTALLATION REQUIREMENTS AND SPECIFICATIONS. 18. CONTRACTOR SHALL REFERENCE ARCH / MEP PLANS FOR SITE LIGHTING AND ELECTRICAL PLAN. 19. BACKFLOW DEVICES (DDCV AND PRZ ASSEMBLIES) AND METERS ARE LOCATED IN THE INTERIOR OF THE BUILDING. REF. ARCH / MEP PLANS. 20. ALL ONSITE WATERMAINS AND SANITARY SEWERS SHALL BE PRIVATELY OWNED AND MAINTAINED. 21. ALL WATERMAIN STUBOUTS SHALL BE MECHANICALLY RESTRAINED WITH REACTION BLOCKING. NORTH KEYNOTE LEGEND CONNECT TO EXISTING WATERMAIN STUB WITH GATE VALVE FIRE DEPARTMENT CONNECTION 12" DOMESTIC WATER SERVICE PROPOSED TRANSFORMER PROPOSED LIGHT POLE, SEE LIGHTING PLAN CONNECT TO EXISTING SANITARY SERVICE FIRE HYDRANT AND VALVE ASSEMBLY SANITARY SEWER SERVICE PROPOSED FIBER OPTIC PROPOSED UNDERGROUND POWER PROPOSED GAS MAIN A B C D E F G H I J K SANITARY SEWER MANHOLE STORM SEWER SANITARY SEWER WATERMAIN GATE VALVE HYDRANT TEE REDUCER UNDERGROUND ELECTRIC TELEPHONE GAS MAIN STORM SEWER LEGEND CO SANITARY CLEANOUTCO EXISTING PROPOSED XXX XXX UTILITY PLAN C6.00 BELTLINE STATION MIXED USE DEVELOPMENT 59 EAST PARKINGEAST PARKINGLuminaire ScheduleSymbolQtyLabelArrangement DescriptionLLF Luminaire Lumens Luminaire Watts Total Watts6AASingleGARDCO ECF-S-48L-900-NW-G2-4-HIS MOUNTED ON 20FT SSS POLE 2FT BASE0.900 14459135.1810.62 BBSingleGARDCO ECF-S-48L-1_2A-NW-G2-5 MOUNTED ON A 20FT SSS POLE 2FT BASE0.900 22616182.71365.421 CCSingleGARDCO ECF-S-32L-1A-NW-G2-2-HIS MOUNTED ON A 20FT SSS POLE 2FT BASE0.900 10482105.6105.69 EESingleSTONCO LPW-16-50-NW-G3-4 WALL MOUNTED @ 10FT0.900 448347.9431.11 XRSingleEXISTING LEOTEK AR13-15M2-MV-WW-3-BK-530 ON 25FT POLE RELOCATED0.900 10206727220XBSINGLE LUMINIS LUMISTIK CL613-L4L10 3FT BOLLARD0.900 10189.31863 XPSINGLE LUMINIS LUMISTIK CL640-L8L80 MOUNTED ON 12FT POLE0.900 831484.8254.410 XDSINGLE GOTHAM EVO 30_20 6AR MD LS CANOPY DOWNLIGHT0.900 210323.223231 XWSINGLE LPW-7-10-NW-G3-2-81.000 10509.7300.7Calculation SummaryLabelCalcTypeUnitsAvg Max MinAvg/Min Max/MinIlluminanceFc0.23 1.7 0.0N.A. N.A.SITE GROUNDIlluminanceFc0.67 27.9 0.0 N.A. 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1.7 0.9 0.9 1.1 1.2 1.2 1.4 1.9 2.8 2.3 1.4 0.9 0.7 0.7 1.0 1.8 1.7 1.7 2.2 2.73.8 0.8 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 0.00.7 0.9 1.1 1.4 1.7 2.0 2.2 2.2 2.0 1.8 1.7 1.7 1.6 1.6 1.8 2.0 2.4 2.6 1.0 1.2 1.4 1.6 1.6 1.6 1.6 1.7 2.2 2.8 2.3 1.6 2.7 3.6 2.5 2.0 1.9 3.0 5.03.4 0.8 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 0.00.6 0.9 1.1 1.5 1.9 2.2 2.4 2.4 2.2 1.9 1.7 1.7 1.6 1.7 2.0 2.6 3.3 3.8 1.2 1.5 1.8 2.2 2.3 2.2 1.9 1.6 1.5 1.2 1.3 1.2 2.8 4.1 3.0 2.3 2.1 3.2 5.23.9 0.8 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 0.00.6 0.8 1.2 1.6 2.1 2.6 3.0 2.9 2.5 2.1 1.8 1.7 1.6 1.7 2.1 3.0 4.1 4.7 1.3 1.8 2.4 3.1 3.3 3.0 2.4 1.8 1.4 1.2 1.0 1.3 5.0 4.2 3.1 2.3 2.1 2.6 3.12.9 0.6 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 0.00.6 0.9 1.2 1.7 2.2 2.9 3.7 3.5 2.7 2.2 1.9 1.7 1.6 1.7 2.1 3.0 4.1 4.6 0.8 1.3 2.9 4.04.43.9 2.9 2.0 1.5 1.1 1.2 3.8 4.1 3.5 2.7 2.2 1.9 2.0 2.00.2 0.2 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 0.00.5 0.8 1.2 1.6 2.1 2.7 3.4 3.2 2.5 2.1 1.8 1.6 1.6 1.6 1.9 2.6 3.4 3.6 0.3 0.2 0.3 0.8 4.1 4.0 2.9 2.0 1.4 1.2 2.1 2.8 2.9 2.6 2.2 1.9 1.8 1.7 1.5 1.2 0.9 0.80.0 0.3 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 0.00.5 0.81.1 1.51.9 2.2 2.4 2.4 2.2 1.9 1.61.5 1.5 1.41.6 2.0 2.4 2.4 0.3 0.3 0.3 0.4 0.5 0.61.7 1.51.2 1.3 1.8 1.9 2.0 1.9 1.8 1.81.71.61.41.2 1.0 0.9 0.90.1 1.0 0.2 0.1 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 0.00.9 1.1 1.3 1.6 1.8 1.9 1.9 1.7 1.5 1.4 1.3 1.3 1.3 1.3 1.5 1.7 1.4 2.3 0.9 0.10.4 0.6 0.9 1.3 1.4 1.5 1.5 1.6 1.7 1.8 1.7 1.6 1.6 1.5 1.5 1.5 1.2 0.7 0.6 0.4 0.6 0.2 0.1 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 0.01.6 1.6 1.5 1.4 1.3 1.2 1.1 1.1 1.1 1.1 1.1 1.1 1.2 0.9 0.5 0.3 0.10.9 1.0 1.1 1.3 1.5 1.7 1.9 2.1 2.2 2.3 2.3 2.3 2.5 2.8 3.2 1.2 0.8 0.5 0.2 0.1 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 0.01.51.2 1.0 0.9 0.9 0.9 0.9 0.9 1.0 2.1 3.9 2.5 0.7 0.1 0.11.2 2.2 0.9 1.0 1.3 1.8 2.1 2.6 3.1 3.2 3.1 2.9 2.9 3.34.15.0 4.8 1.3 0.3 0.1 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 0.00.9 0.96.7 16.9 1.9 0.4 0.3 0.10.6 0.8 2.8 1.3 0.8 1.3 2.3 3.3 4.2 4.2 4.0 3.4 3.1 3.3 3.9 4.4 4.5 3.5 2.3 0.9 0.3 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 0.011.2 27.9 2.4 0.6 4.4 0.20.3 0.4 0.8 0.7 0.4 0.5 0.8 2.0 4.7 5.2 4.4 3.5 3.0 2.9 3.2 3.3 3.2 2.7 2.0 1.4 0.7 0.2 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 0.04.712.0 1.0 0.2 0.2 0.10.2 0.3 2.1 1.1 0.4 1.5 1.6 0.6 1.2 1.4 3.4 3.1 2.6 2.4 2.4 2.3 2.2 1.9 1.5 1.2 0.8 0.4 0.1 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 0.00.5 5.12.7 6.8 0.6 0.1 0.1 0.10.2 0.3 0.4 2.5 1.0 0.4 0.4 0.5 2.0 1.3 0.8 1.2 1.6 1.6 1.6 1.5 1.5 1.4 1.2 0.9 0.7 0.3 0.1 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 0.3 1.4 1.0 2.98.5 22.9 1.8 0.1 0.1 0.10.2 2.6 1.0 0.4 0.3 0.2 0.3 0.7 1.1 0.9 0.8 0.21.2 1.1 1.0 1.0 1.0 0.9 0.7 0.5 0.2 0.1 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 0.2 0.8 1.0 1.1 0.010.8 26.2 2.0 0.1 0.2 0.60.2 0.7 0.4 0.2 0.2 0.2 0.4 0.9 1.8 1.5 1.11.0 0.8 0.8 0.7 0.5 0.3 0.2 0.1 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 0.1 0.1 0.1 0.4 1.0 0.4 0.6 5.40.0 0.3 0.7 0.1 0.1 0.3 3.10.3 2.9 0.6 0.2 0.3 0.5 0.8 3.4 1.6 3.0 3.30.4 0.3 0.2 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 0.0 0.0 0.0 0.1 0.1 0.1 0.3 1.6 1.0 2.50.1 0.3 0.2 0.1 0.2 1.20.3 0.2 0.2 0.8 3.41.42.1 2.6 6.60.0 0.2 0.2 0.1 0.1 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 0.1 0.2 0.2 0.9 1.2 0.20.1 3.5 0.6 0.1 0.2 1.20.2 0.6 1.5 3.3 3.2 4.05.40.0 0.3 0.1 0.1 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 0.1 0.1 0.1 0.1 0.0 0.0 0.00.1 0.2 0.1 0.1 0.2 2.51.0 4.4 6.2 4.7 3.70.0 0.2 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 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.44.0 1.80.0 0.0 0.1 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 0.1 0.00.2 0.1 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 0.00.9 0.1 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 0.1 0.4 3.8 2.32.3 0.6 0.1 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 0.1 0.5 0.4 0.5 4.3 2.60.1 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 0.1 0.1 0.2 0.7 0.6 0.4 2.90.0 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 0.1 0.1 0.1 0.2 0.9 1.2 0.6 4.10.0 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 0.1 0.1 0.2 0.3 1.4 1.2 2.30.0 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 0.1 0.1 0.2 0.3 0.8 1.2 0.3 0.00.0 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 0.1 0.1 0.1 0.1 0.1 0.2 2.0 2.10.0 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 0.1 0.2 0.2 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 0.0 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 0.00.0 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 0.00.0 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 0.00.0 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 0.00.0 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 0.00.0 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 0.00.0 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 0.00.0 0.0 0.0 0.00.0 0.0PROPOSED BUILDING 2PROPOSED BUILDING 1PROPOSED PARKING GARAGEPROPOSED BUILDING 3SAH 25CBLVDBELTLINESTATIONBELTLINEOWNER: METROPOLITAN COUNCILCONSTRUCTION LIMITS67812TRAILTRAIL4" GAS(FORMERLY THE MINNEAPOLIS AND ST. LOUIS RAILWAY COMPANY)ROCKS & SHRUBSWOOD CHIP PILEWOOD CHIP PILEGArchitectureInterior DesignLandscape ArchitectureBoarmanKroosVogelGroupInc.BKVROUP222 North Second StreetLong & Kees Bldg, Suite 101Minneapolis, MN 55401Telephone: 612.339.3752www.bkvgroup.comEOE© 2019 BKV GroupSHEET NUMBERSHEET TITLEDRAWN BYCHECKED BYCOMMISSION NUMBERPROJECT TITLECONSULTANTSCERTIFICATIONQ:\2146-02 Beltline Blvd RFP\01-Disciplines & Consultants\09-Electrical\SD\Revit Riser\OVERALL SITE PHOTOMETRICS.0001.rvt3/9/2022 10:10:39 AMMAWCSK2146.02ELECTRICAL SITEPHOTOMETRICSBELTLINE BLVDISSUE # DATEDESCRIPTIONTYPE XRTYPE AA BB CCTYPE XBTYPE EETYPE XPTYPE XDTYPE XWPROPERTY LINEE0.0060 UP DN UP CONSTRUCTION LIMITSR O C K S & S H R U B S O W N E R : M E T R OP O L I T A N C OU N C I L CSA H 25 BELTLINEBLVDMONTEREY AVEBAC KA GE ROA D PROPOSED BUILDING 2 PROPOSED BUILDING 1 PROPOSED PARKING GARAGE ±34,200 S.F. P1 FFE = 876.00 L1 FFE=882.50 - 886.00 ±34,000 S.F. L1 FFE = 881.00-882.50 ±25,400 S.F. P1 FFE: 876.00 L1 FFE = VARIES 884.00-887.00 ±31,300 S.F. P1 FFE: 876.00 L1 FFE = VARIES 884.00-887.00Group#289Group#291Group#295Group#296Group#297Group#298Group#299Group#300Group#301Group#302Group#303Group#304Group#305Group#306Group#307Group#308Group#309Group#311Group#312Group#313Group#314Group#317Group#318Group#320Group#321Group#322Group#323Group#324Group#325Group#326Group#327Group#328Group#329Group#330Group#331Group#319Group#316Group#293Group#315Group#290Group#292Group#294Group#310Group#286Group#287Group#288Group#289Group#291Group#295Group#296Group#297Group#298Group#299Group#300Group#301Group#302Group#303Group#304Group#305Group#306Group#307Group#308Group#309Group#311Group#312Group#313Group#314Group#317Group#318Group#320Group#321Group#322Group#323Group#324Group#325Group#326Group#327Group#328Group#329Group#330Group#331Group#319Group#316Group#293Group#315Group#290Group#292Group#294Group#310Group#286Group#287Group#288Group#289Group#291Group#295Group#296Group#297Group#298Group#299Group#300Group#301Group#302Group#303Group#304Group#305Group#306Group#307Group#308Group#309Group#311Group#312Group#313Group#314Group#317Group#318Group#320Group#321Group#322Group#323Group#324Group#325Group#326Group#327Group#328Group#329Group#330Group#331Group#319Group#316Group#293Group#315Group#290Group#292Group#294Group#310Group#286Group#287Group#288Group#289Group#291Group#295Group#296Group#297Group#298Group#299Group#300Group#301Group#302Group#303Group#304Group#305Group#306Group#307Group#308Group#309Group#311Group#312Group#313Group#314Group#317Group#318Group#320Group#321Group#322Group#323Group#324Group#325Group#326Group#327Group#328Group#329Group#330Group#331Group#319Group#316Group#293Group#315Group#290Group#292Group#294Group#310Group#286Group#287Group#288 GRAPHIC LEGEND: STANDARD PLAIN CONCRETE WALK, BROOM FINISH, TYP. TURFGRASS, SOD, IRRIGATED, 4" TOPSOIL MINIMUM HARDWOOD MULCH, SHREDDED, 4" MIN. DEPTH, TYP., ALL PLANT BEDS INCLUDE DRIPLINE IRRIGATION CIP COLORED CONCRETE (B), CEMSTONE INTEGRAL COLOR 'HARBOR MIST CPC 102-L', BROOM FINISH, TYP. SYNTHETIC TURF, DOG RUN AREA, SYNLAWN 'PET PLATINUM', DOG RUN TO INCLUDE SPRAY HEAD IRRIGATION AND INLINE ENZYME CLEANER SYNTHETIC TURF, PEDESTRIAN AREAS, SYNLAWN 'SYNAUGUSTINE X47' GREEN ROOF, SEDUM MAT SYSTEM, SEMPER GREEN ' STANDARD SEDUM MIX' BITUMINOUS TRAIL; SEE CIVIL PLAYGROUND SURFACING, MATERIAL SELECTION BY PLAYGROUND VENDOR CIP COLORED CONCRETE (A), CEMSTONE INTEGRAL COLOR 'HARBOR MIST CPC 102-L', BROOM FINISH, TYP. ADD PLAZA AND PUBLIC ART L102 2 --- - L104 1 L105 1 PROPOSED PLANT SCHEDULE: TRUE NORTH PLAN NORTH G Architecture Interior Design Landscape Architecture Engineering BKVRO U P 222 North Second Street Long & Kees Bldg Suite 101 Minneapolis, MN 55401 612.339.3752 www.bkvgroup.com © 2019 BKV Group SHEET NUMBER SHEET TITLE DRAWN BY CHECKED BY COMMISSION NUMBER PROJECT TITLE CONSULTANTS N O T FO R C O N S TR U C TIO N CERTIFICATION BIM 360://2146-02 Beltline Blvd/2146-02_Beltline-Blvd_LAND_2021.rvt3/10/2022 12:43:22 AMSB BH 2146-02 L101 OVERALL SITE - PLANTING PLAN Beltline Boulevard ISSUE # DATE DESCRIPTION 02/24/2022 SCHEMATIC DESIGN 1" = 30'-0"L101 1 OVERALL SITE - PLANTING PLAN QTY SYM COMMON NAME SCIENTIFIC NAME PLANTING SIZE PERENNIALS/VINES/ANNUALS 46 hb BLUE ANGEL HOSTA Hosta 'Blue Angel'#1 CONT. 6 hh HAPPY RETURNS DAYLILY Hemerocallis 'Happy Returns'#1 CONT. 18 nf WALKER'S LOW CATMINT Nepeta x faassenii 'Walker's Low'#1 CONT. 117 ps SHENANDOAH SWITCH GRASS Panicum Shanandoah #1 CONT. 64 sh PRAIRIE DROPSEED Sporobolus heterolepis #1 CONT. 51 ss LITTLE BLUESTEM 'Blue Heaven' Schizachyrium scoparium 'Minnblue A' (PP17, 310) #1 CONT. ORNAMENTAL TREES 17 AG AUTUMN BRILLIANCE SERVICEBERRY Amelanchir x grandiflora 'Autumn Brilliance' 2" CAL. 29 MA EMERALD SPIRE CRABAPPLE Malus x adstringens 'Jefgreen'2" CAL. 9 MD GLADIATOR CRABAPPLE Malus x adstringens 'Durleo' (PP20,167)2" CAL. 13 MH HARVEST GOLD CRABAPPLE Malus 'Hargozam'2" CAL. 8 MS SPRING SNOW CRABAPPLE Malus 'Spring Snow'2" CAL. 3 NR NORTHERN REDBUD Cercis canadensis 2" CAL. DECIDUOUS TREES 8 AB APOLLO MAPLE Acer saccharum 'Barrett Cole' (PP10, 590) 2.5" CAL. 7 AS GREEN MOUNTAIN SUGAR MAPLE Acer saccharum 'Green Mountain'3.5" CAL. 3 BN RIVER CLUMP BIRCH Betula nigra 8' B&B 43 BP DAKOTA PINNACLE BIRCH Betula platyphylla 'Fargo'2.5" CAL. 12 GB PRINCETON SENTRY GINKGO Ginkgo biloba 'Princeton Sentry'2.5" CAL. 13 GD KENTUCKY ESPRESSO COFFEE TREE Gymnocladus dioicus 'Espresso-JFS'3.5" CAL. 23 GT SKYLINE HONEYLOCUST Gleditsia triacanthos var. inermis 'Skycole' 3.5" CAL. 16 PT MOUNTAIN SENTINEL ASPEN Populus tremuloides 'JFS-Colum'#15 CONT. 18 QE NORTHERN PIN OAK Quercus ellipsoidalis 3.5" CAL. 19 QW KINDRED SPIRIT OAK Quercus x warei 'Nadler'2.5" CAL. 17 TA AMERICAN SENTRY LINDEN Tilia americana 'MnKSentry'3.5" CAL. DECIDUOUS SHRUBS 56 Ac ALPINE CURRANT Ribes alpinum #5 CONT. 12 Am LOW SCAPE MOUND CHOKEBERRY Aronia melanocarpa 'UCONN 165' (PP28, 789) #2 CONT. 52 Ca SUGARTINA CLETHRA Clethra alnifolia 'Crystalina' (PP21, 561)#2 CONT. 27 Cb IVORY HALO DOGWOOD Cornus alba 'Bailhalo'#5 CONT. 89 Ds BUTTERFLY BUSH HONEYSUCKLE Diervilla sessilifolia 'Butterfly'#5 CONT. 30 Mm IRIQUOIS BEAUTY BLACK CHOKEBERRY Aronia melanocarpa 'Morten'#5 CONT. 37 Po AMBER JUBILEE NINEBARK Phsyocapus opulifolius 'Jefam' (PP23, 177) #5 CONT. 95 Ra GRO LOW SUMAC Rhus aromatica 'Gro Low'#5 CONT. 41 Rn FLOWER CARPET ROSE Rosa x 'Noamel'#2 CONT. 59 Ss SEM FALSE SPIREA Sorbaria sorbifolia 'Sem'#5 CONT. CONIFEROUS TREES 1 JV EASTERN RED CEDAR Juniperus virginiana 3" CAL. 5 PA NORWAY COLUMNAR SPRUCE Picea abies 'Fastigiata Compacta'3" CAL. CONIFEROUS SHRUBS 86 Bg CHICAGOLAND GREEN BOXWOOD Buxus x 'Glencoe'#5 CONT. 33 Cp KING'S GOLD CHAMAECYPARIS Chamaecyparis pisifera 'King's gold'#5 CONT. 43 Jc MANEY JUNIPER Juniperus chinensis 'Maneyi'#5 CONT. 22 JS SKYROCKET JUNIPER Juniperus scopulorum 'Skyrocket'6' B&B 24 Tb TECHNITO ARBORVITAE Thuja occidentalis 'Balijohn' (PP15, 850)#10 CONT. TREE REPLACEMENT SCHEDULE: [(A/B) -.2] x C x A = D A = SIGNIFICANT TREES IN CALIPER INCHES PROPOSED TO BE REMOVED (1532") B = SIGNIFICANT TREES IN CALIPER INCHES EXISTING ON SITE (1532") C = CONSTANT MULTIPLIER (1.5) D = TOTAL CALIPER INCHES REQUIRED FOR REPLACEMENT [(1532/1532) -.2] x 1.5 x 1532 = 1,839 INCHES NEEDED FOR REPLACEMENT 0'15' -0"30' -0"60' -0"120' -0" SHRUB PLANTING SCHEDULE: INDIVIDUAL BUILDING CALCULATIONS BUILDING 1: 179, 344 GSF BUILDING 2: 122,944 GSF BUILDING 3: 193,243 GSF TOTAL GSF: 495, 531 GSF 61 PERENNIAL PLANT SPACING VARIES; (SEE PLANT MATERIALS SCHEDULE) GENERAL NOTES: • HAND LOOSEN ROOTS OF CONTANERIZED MATERIAL, TYP. SHREDDED HARDWOOD MULCH; (SEE SPEC); 4" DEPTH, TYP. EDGE CONDITION VARIES PER PLAN PLANTING SOIL; (SEE SPEC) 18" MIN. DEPTH UNLESS OTHERWISE NOTED SUBGRADE VARIES PER PLAN 1' - 6"VARIES SHRUB PLANT SPACING VARIES; (SEE PLANT MATERIALS SCHEDULE) GENERAL NOTES: • HAND LOOSEN ROOTS OF CONTANERIZED MATERIAL, TYP. • SCARIFY BOTTOM AND SIDES OF PLANTING PIT PRIOR TO INSTALLATION • CENTERING OF SHRUB IN BED TO TAKE PRECEDENCE OVER DIMENSION FROM EDGE SHREDDED HARDWOOD MULCH; (SEE SPEC); 4" DEPTH, TYP. EDGE CONDITION VARIES PER PLAN PLANTING SOIL; (SEE SPEC) 18" MIN. DEPTH UNLESS OTHERWISE NOTED SUBGRADE SOIL DEPTH IN ALL PARKING ISLANDS AND PENINSULAS TO BE CLEAN SOIL TO A DEPTH OF 60" PER CITY STANDARD, TYP. SOIL DEPTH IN ALL PARKING ISLANDS AND PENINSULAS TO BE CLEAN SOIL TO A DEPTH OF 60" PER CITY STANDARD, TYP. GENERAL NOTES: • TWO ALTERNATIVE METHODS OF TREE STAKING ARE ILLUSTRATED. IT IS THE CONTRACTOR'S OPTION TO STAKE TREES; HOWEVER, THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING TREES IN A PLUMB POSITION THROUGHOUT THE GUARANTEE PERIOD. • SCARIFY BOTTOM AND SIDES OF HOLE PRIOR TO PLANTING, TYP. 8' 0" STEEL STAKE DOUBLE STRAND 14 GA. WIRE; 3' @ 120 DEGREE INTERVALS, TYP. 16" POLYPROPYLENE OR POLYETHYLENE-40 MIL.; 1 1/2" WIDE STRAP, TYP. FLAGGING; ONE PER WIRE, TYP. ORGANIC MULCH; 4" DEPTH-NO MOUNDING; 36" DIA. AROUND OUTER TRUNK, TYP. (SEE SPEC) ROOTBALL TO SIT ON MOUNDED SUBGRADE, TYP. REMOVE BURLAP AND CAGE FROM TOP 1/3 OF ROOTBALL DRAIN SYSTEM AS REQUIRED; (PER SPEC) 4" DIA. PERFORATED PVC PIPE WITH SOCK-PLACED IN 42" MIN. DEPTH AUGURED HOLE; FILL WITH 3/4" DRAIN ROCK PLANTING SOIL WITH AMENDMENTS; (SEE SPEC) EDGE CONDITION VARIES; (SEE PLAN) 2" X 2" X 24" WOOD OR STEEL STAKE; SET AT ANGLE, TYP. GENERAL NOTES: • TWO ALTERNATIVE METHODS OF TREE STAKING ARE ILLUSTRATED. IT IS THE CONTRACTOR'S OPTION TO STAKE TREES; HOWEVER, THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING TREES IN A PLUMB POSITION THROUGHOUT THE GUARANTEE PERIOD. • SCARIFY BOTTOM AND SIDES OF HOLE PRIOR TO PLANTING, TYP. • CONIFERS TO HAVE SHREDDED HARDWOOD MULCH UNLESS OTHERWISE NOTED. NO MULCH TO BE IN CONTACT WITH TRUNK, TYP. 8' 0" STEEL STAKE DOUBLE STRAND 14 GA. WIRE; 3' @ 120 DEGREE INTERVALS, TYP. 16" POLYPROPYLENE OR POLYETHYLENE-40 MIL.; 1 1/2" WIDE STRAP, TYP. FLAGGING; ONE PER WIRE, TYP. ORGANIC MULCH; 4" DEPTH-NO MOUNDING; 36" DIA. AROUND OUTER TRUNK, TYP. (SEE SPEC) ROOTBALL TO SIT ON MOUNDED SUBGRADE, TYP. REMOVE BURLAP AND CAGE FROM TOP 1/3 OF ROOTBALL DRAIN SYSTEM AS REQUIRED; (PER SPEC) 4" DIA. PERFORATED PVC PIPE WITH SOCK-PLACED IN 42" MIN. DEPTH AUGURED HOLE; FILL WITH 3/4" DRAIN ROCK PLANTING SOIL WITH AMENDMENTS; (SEE SPEC) EDGE CONDITION VARIES; (SEE PLAN) 2" X 2" X 24" WOOD OR STEEL STAKE; SET AT ANGLE, TYP.SUBGRADE SUBGRADE6' - 0"2' MIN.SOIL DEPTH IN ALL PARKING ISLANDS AND PENINSULAS TO BE CLEAN SOIL TO A DEPTH OF 60" PER CITY STANDARD, TYP. 1' - 0"6"CONCRETE FOOTING; (SEE STRUC.) CONCRETE STAIRS; (SEE STRUC.) COMPACTED CLASS 5 AGGREGATE, TYP. SUBGRADE CIP CONCRETE OR CMU WALL; (SEE STRUC.) STEEL RAILING, 1 1/2" TUBE, COLOR TO MATCH UNIT BALCONY RAILINGS 4' TYP.1' - 0"2' - 0"2' - 10"2' - 10"2' - 0"1' - 0" 2" CONT. GAP BETWEEN FRAME AND FINISH GRADE COMPACTED SUBGRADE, TYP. NOTES: 1. ALL FENCE COMPONENTS TO BE FACTORY FINISHED BLACK TO MATCH UNIT BALCONIES. 2. DIMENSIONS TO BE CONFIRMED WITH MANUFACT. SPEC(S) AND INSTALLATION. 3. 6" DEPTH X 12" WIDE MIN. THICKENED SLAB AT SURFACE MOUNT CONDITIONS, TYP.6"6"8' - 0" MAX. SPACING 4' - 0"AMERISTAR 'MONTAGE PLUS MAJESTIC STYLE' STEEL FENCE, INSTALLED PER MANUFACT. SPEC(S) 4' FINISHED HEIGHT FOR GUARDRAIL SECTIONS (L33)2"8" SONOTUBE FOOTING CONDITION WHERE GUARDRAIL RUNS WITHIN PLANT BED ABOVE RETAINING WALL, REFERENCE 5/L301 FOR SONOTUBE BEHIND RETAINING WALL SURFACE MOUNT CONDITION WHERE GUARDRAIL RUNS ALONG CONCRETE PATH ALL CONCRETE BELOW SURFACE MOUNT CONDITIONS TO BE 6" MIN. THICKNESS 2"4"G Architecture Interior Design Landscape Architecture Engineering BKVRO U P 222 North Second Street Long & Kees Bldg Suite 101 Minneapolis, MN 55401 612.339.3752 www.bkvgroup.com © 2019 BKV Group SHEET NUMBER SHEET TITLE DRAWN BY CHECKED BY COMMISSION NUMBER PROJECT TITLE CONSULTANTS N O T FO R C O N S TR U C TIO N CERTIFICATION BIM 360://2146-02 Beltline Blvd/2146-02_Beltline-Blvd_LAND_2021.rvt3/10/2022 12:43:45 AMSB BH 2146-02 L300 CONSTRUCTION DETAILS Beltline Boulevard 3/4" = 1'-0"L300 1 SHRUB AND PERENNIAL PLANTING DETAILS-TYP. ISSUE # DATE DESCRIPTION 02/24/2022 SCHEMATIC DESIGN 1/2" = 1'-0"L300 2 TREE PLANTING DETAILS-TYP. 3/4" = 1'-0"L300 3 CONCRETE STAIR DETAIL-TYP. 3/4" = 1'-0"L300 4 CUSTOM BENCH - CUTSHEET 3/4" = 1'-0"L300 6 STEEL FENCE ELEVATION - TYP. 3/4" = 1'-0"L300 7 STEEL FENCE - 'AMERISTAR' MONTAGE PLUS MAJESTIC STYLE 3/4" = 1'-0"L300 5 CUSTOM BENCH - 'WAUSAUE TILE' 62 4" PERFORATED DRAIN TILE, WEEP PER MANUFACT. SPEC(S). RETAINING WALL BLOCK, VERSA LOK 'SQUARE FOOT', PRAIRIE TAN COLOR, SEE WALL SHOPS FOR LAYOUT OPEN GRADED AGGREGATE; 3/4" CLEAR LIMESTONE, TYP. FILTER FABRIC, TYP. SURFACE TREATMENT VARIES, SEE LANDSCAPE PLAN CAPSTONE, TO MATCH WALL BLOCK GEO-GRID; (SEE SPEC) ONLY NECESSARY WHEN WALL HEIGHT IS ABOVE 4'-0" TYP. WELL GRADED AGGREGATE BASE; COMPACTED CLASS 5, TYP. 10" MIN. DEPTH SURFACE TREATMENT VARIES, SEE LANDSCAPE PLAN STEEL EDGING; 3/16" W/STAKE AT PROPERTY BOUNDARY AMERISTAR 'MONTAGE PLUS MAJESTIC STYLE' STEEL FENCE, INSTALLED PER MANUFACT. SPEC(S) 6" 1' - 0" 6" SONOTUBE FOOTING TO FROST, TYP.VARIES, SEE CIVIL10"NOTES: • USE CORNER BLOCK OR ADJUST GRADING WHENEVER BACK OF BLOCK IS EXPOSED. • POST SPACING SHALL BE EQUIDISTANT. • GUARDRAIL REQUIRED WHEREVER WALL IS OVER 30" IN HEIGHT 1' - 8"4" PERFORATED DRAIN TILE, 2 WEEP LOCATIONS PER PLANTER AS NOTED ON L203 RETAINING WALL BLOCK, ROCHESTER 'CONTEMPORARY WALL' BEECHWOOD COLOR, ADHERE WALL BLOCKS WITH PREMIUM EXTERIOR GRADE ADHESIVE WELL GRADED AGGREGATE BASE; COMPACTED CLASS 5, TYP. 6" MIN. DEPTH EDGE CONDITION VARIES, SLOPE AWAY FROM WALL FOR POSITIVE DRAINAGE, TYP. COMPACTED SUBGRADE, TYP. OPEN GRADED AGGREGATE; 3/4" CLEAR LIMESTONE, TYP. VARIES, SEE LANDSCAPE PLAN 10" LANDSCAPE BED, SEE 1/L300 FOR PLANT INSTALLATION HOLD LANDSCAPE BED 2" BELOW TOP OF WALL, TYP. TRUE NORTH PLAN NORTH G Architecture Interior Design Landscape Architecture Engineering BKVRO U P 222 North Second Street Long & Kees Bldg Suite 101 Minneapolis, MN 55401 612.339.3752 www.bkvgroup.com © 2019 BKV Group SHEET NUMBER SHEET TITLE DRAWN BY CHECKED BY COMMISSION NUMBER PROJECT TITLE CONSULTANTS N O T FO R C O N S TR U C TIO N CERTIFICATION BIM 360://2146-02 Beltline Blvd/2146-02_Beltline-Blvd_LAND_2021.rvt3/10/2022 12:43:46 AMSB BH 2146-02 L301 CONSTRUCTION DETAILS Beltline Boulevard ISSUE # DATE DESCRIPTION 3/4" = 1'-0"L301 1 SEGMENTAL RETAINING WALL SECTION - TYP. 3/4" = 1'-0"L301 2 SEGMENTAL RETAINING WALL - 'VERSA LOK' SQUARE FOOT 3/4" = 1'-0"L301 5 BENCHES - 'LANDSCAPE FORMS' PARALLEL 42 AND NEOLIVIANO 3/4" = 1'-0"L301 4 DECORATIVE LANDSCAPE WALL - 'ROCHESTER' CONTEMPORARY WALL 3/4" = 1'-0"L301 3 DECORATIVE BLOCK PLANTER - TYP. 3/4" = 1'-0"L301 6 BIKE RACK - CUTSHEET 3/4" = 1'-0"L301 7 BIKE RACK - ' DERO' HOOP RACK 63 UP DN UP CONSTRUCTION LIMITSR O C K S & S H R U B S O WNER: MET ROPO L IT A N COUN CIL PROPOSED BUILDING 3 PROPOSED BUILDING 2 PROPOSED BUILDING 1 PROPOSED PARKING GARAGE ±34,200 S.F. P1 FFE = 876.00 L1 FFE=882.50 - 886.00 ±34,000 S.F. L1 FFE = 881.00-882.50 ±25,400 S.F. P1 FFE: 876.00 L1 FFE = VARIES 884.00-887.00 ±31,300 S.F. P1 FFE: 876.00 L1 FFE = VARIES 884.00-887.00 Group#289 Group#291 Group#295 Group#296 Group#297 Group#298 Group#299 Group#300 Group#301 Group#302 Group#303 Group#304 Group#305 Group#306 Group#307 Group#308 Group#309 Group#311 Group#312 Group#313 Group#314 Group#317 Group#318 Group#320 Group#321 Group#322 Group#323 Group#324 Group#325 Group#326 Group#327 Group#328 Group#329 Group#330 Group#331 Group#319 Group#316 Group#293 Group#315 Group#290 Group#292 Group#294 Group#310 Group#286 Group#287 Group#288 Group#289Group#291Group#295Group#296Group#297Group#298Group#299Group#300Group#301Group#302Group#303Group#304Group#305Group#306Group#307Group#308Group#309Group#311Group#312Group#313Group#314Group#317Group#318Group#320Group#321Group#322Group#323Group#324Group#325Group#326Group#327Group#328Group#329Group#330Group#331Group#319Group#316Group#293Group#315Group#290Group#292Group#294Group#310Group#286Group#287Group#288 G r oup#289G r oup#291G r oup#295G r oup#296G r oup#297G r oup#298G r oup#299G r oup#300G r oup#301G r oup#302G r oup#303G r oup#304G r oup#305G r oup#306G r oup#307G r oup#308G r oup#309G r oup#311G r oup#312G r oup#313G r oup#314G r oup#317G r oup#318G r oup#320G r oup#321G r oup#322G r oup#323G r oup#324G r oup#325G r oup#326G r oup#327G r oup#328G r oup#329G r oup#330G r oup#331G r oup#319G r oup#316G r oup#293G r oup#315G r oup#290G r oup#292G r oup#294G r oup#310G r oup#286G r oup#287G r oup#288G r oup#289G r oup#291G r oup#295G r oup#296G r oup#297G r oup#298G r oup#299G r oup#300G r oup#301G r oup#302G r oup#303G r oup#304G r oup#305G r oup#306G r oup#307G r oup#308G r oup#309G r oup#311G r oup#312G r oup#313G r oup#314G r oup#317G r oup#318G r oup#320G r oup#321G r oup#322G r oup#323G r oup#324G r oup#325G r oup#326G r oup#327G r oup#328G r oup#329G r oup#330G r oup#331G r oup#319G r oup#316G r oup#293G r oup#315G r oup#290G r oup#292G r oup#294G r oup#310G r oup#286G r oup#287G r oup#288 DN DN Group#289 Group#291 Group#295 Group#296 Group#297 Group#298 Group#299 Group#300 Group#301 Group#302 Group#303 Group#304 Group#305 Group#306 Group#307 Group#308 Group#309 Group#311 Group#312 Group#313 Group#314 Group#317 Group#318 Group#320 Group#321 Group#322 Group#323 Group#324 Group#325 Group#326 Group#327 Group#328 Group#329 Group#330 Group#331 Group#319 Group#316 Group#293 Group#315 Group#290 Group#292 Group#294 Group#310 Group#286 Group#287 Group#288 Group#289Group#291Group#295Group#296Group#297Group#298Group#299Group#300Group#301Group#302Group#303Group#304Group#305Group#306Group#307Group#308Group#309Group#311Group#312Group#313Group#314Group#317Group#318Group#320Group#321Group#322Group#323Group#324Group#325Group#326Group#327Group#328Group#329Group#330Group#331Group#319Group#316Group#293Group#315Group#290Group#292Group#294Group#310Group#286Group#287Group#288Group#289 Group#291 Group#295 Group#296 Group#297 Group#298 Group#299 Group#300 Group#301 Group#302 Group#303 Group#304 Group#305 Group#306 Group#307 Group#308 Group#309 Group#311 Group#312 Group#313 Group#314 Group#317 Group#318 Group#320 Group#321 Group#322 Group#323 Group#324 Group#325 Group#326 Group#327 Group#328 Group#329 Group#330 Group#331 Group#319 Group#316 Group#293 Group#315 Group#290Group#292Group#294Group#310Group#286Group#287Group#288Group#289 Group#291 Group#295 Group#296 Group#297 Group#298 Group#299 Group#300 Group#301 Group#302 Group#303 Group#304 Group#305 Group#306 Group#307 Group#308 Group#309 Group#311 Group#312 Group#313 Group#314 Group#317 Group#318 Group#320 Group#321 Group#322 Group#323 Group#324 Group#325 Group#326 Group#327 Group#328 Group#329 Group#330 Group#331 Group#319 Group#316 Group#293 Group#315 Group#290 Group#292 Group#294 Group#310 Group#286 Group#287 Group#288 GRAPHIC LEGEND: STANDARD PLAIN CONCRETE WALK, BROOM FINISH, TYP. TURFGRASS, SOD, IRRIGATED, 4" TOPSOIL MINIMUM HARDWOOD MULCH, SHREDDED, 4" MIN. DEPTH, TYP., ALL PLANT BEDS INCLUDE DRIPLINE IRRIGATION CIP COLORED CONCRETE (B), CEMSTONE INTEGRAL COLOR 'HARBOR MIST CPC 102-L', BROOM FINISH, TYP. SYNTHETIC TURF, DOG RUN AREA, SYNLAWN 'PET PLATINUM', DOG RUN TO INCLUDE SPRAY HEAD IRRIGATION AND INLINE ENZYME CLEANER SYNTHETIC TURF, PEDESTRIAN AREAS, SYNLAWN 'SYNAUGUSTINE X47' GREEN ROOF, SEDUM MAT SYSTEM, SEMPER GREEN ' STANDARD SEDUM MIX' BITUMINOUS TRAIL; SEE CIVIL PLAYGROUND SURFACING, MATERIAL SELECTION BY PLAYGROUND VENDOR CIP COLORED CONCRETE (A), CEMSTONE INTEGRAL COLOR 'HARBOR MIST CPC 102-L', BROOM FINISH, TYP. BUILDING 1: 26,194 SF BUILDING 2: 22,975SF BUILDING 3: 17,875 SF TRUE NORTH PLAN NORTH G Architecture Interior Design Landscape Architecture Engineering B K VR O U P 222 North Second Street Long & Kees Bldg Suite 101 Minneapolis, MN 55401 612.339.3752 www.bkvgroup.com © 2019 BKV Group SHEET NUMBER SHEET TITLE DRAWN BY CHECKED BY COMMISSION NUMBER PROJECT TITLE CONSULTANTS N O T FO R C O N S TR U C TIO N CERTIFICATION BIM 360://2146-02 Beltline Blvd/2146-02_Beltline-Blvd_LAND_2021.rvt3/9/2022 3:50:07 PMSB BH 2146-02 L106 DORA - SITE PLAN Beltline Boulevard ISSUE # DATE DESCRIPTION 1" = 40'-0"L106 1 OVERALL SITE - DESIGNED OUTDOOR RECREATION AREA DESIGNED OUTDOOR RECREATION AREA (DORA) REQUIREMENTS: INDIVIDUAL BUILDING CALCULATIONS BUILDING 1: 73,675 SF X 12% = 8,841 SF DORA BUILDING 2: 61,509 SF X 12% = 7,381 SF DORA BUILDING 3: 61,140 SF X 12% = 7,337 SF DORA RECREATION AREA PROVIDED BY BUILDING BUILDING 1: 26,194 SF BUILDING 2: 22,975 SF BUILDING 3: 17,875 SF TOTAL (DORA) SPACE REQUIRED : 23,559 SF TOTAL (DORA) SPACE ALLOCATED : 67,044 SF NOT INCLUDED: DORA AT TRANSIT PLAZA: 7,976 SF 1" = 40'-0"L106 2 BUILDING 1 POOL DECK - DORA PLAN ROOF DECK -SEE 2/L106 0'20' -0"40' -0"80' -0"160' -0" 64 1/24/2022 AERIAL VIEW FROM NW 2146.02BELTLINE BLVD. A0.10 02/14/2022 65 1/24/2022 AERIAL VIEW FROM SW 2146.02BELTLINE BLVD. A0.11 02/14/2022 66 RENDERING - PARKING RAMP 2146.02BELTLINE BLVD. A0.12 03/09/2022 67 1/24/2022 RENDERING - BUILDING 1 NW VIEW 2146.02BELTLINE BLVD. A0.13 02/14/2022 68 1/24/2022 RENDERING - BUILDING 2 SW VIEW 2146.02BELTLINE BLVD. A0.14 02/14/2022 69 1/24/2022 RENDERING - BUILDING 3 NE VIEW 2146.02BELTLINE BLVD. A0.15 02/14/2022 70 1/24/2022 RENDERING - BUILDING 1 SE VIEW 2146.02BELTLINE BLVD. A0.16 02/14/2022 71 1/24/2022 RENDERING - POCKET PARK 2146.02BELTLINE BLVD. A0.17 02/14/2022 72 1/24/2022 RENDERING - BUILDING 3 SOUTH VIEW 2146.02BELTLINE BLVD. A0.18 02/14/2022 73 74 1 Beltline Station Development Traffic Technical Memorandum June 2021 MEMORANDUM To: Jennifer Monson City of St. Louis Park From: JoNette Kuhnau, P.E., PTOE Jacob Rojer, P.E. Date: June 29, 2021 Re: Beltline Station Development Traffic Technical Memorandum – June 2021 Update St. Louis Park, MN Introduction Sherman Associates Development, LLC is proposing to redevelop an approximately 7-acre site south of Hennepin County State Aid Highway (CSAH) 25 and east of Beltline Boulevard in St. Louis Park, Minnesota. The proposed redevelopment is a mix of residential, commercial, and transit-oriented uses consistent with the City of St. Louis Park’s 2040 Future Land Use plan. The development is proposed to include approximately 403 apartment units in three buildings, a 20,000 square foot grocery store, and 1,800 square feet of retail space attached to the park-and- ride ramp that will be located on the site. The conceptual site plan is provided in Attachment A. The purpose of this memorandum is to document the traffic analysis completed for the development, determine the impacts of the proposed access changes, and identify transportation infrastructure improvements or mitigations. The methodology, assumptions, and results of the analysis are presented in the following sections. Background Information Study Area The study area includes CSAH 25 between the Minnesota Trunk Highway (TH) 100 Northbound Ramps and Lynn Avenue, and Beltline Boulevard between CSAH 25 and Park Glen Road. The intersections that were analyzed are listed below and are shown in Exhibit 1. All exhibits are included in Attachment B.  CSAH 25 & Beltline Boulevard/Ottawa Avenue S  Beltline Boulevard & CSAH 25 South Service Road  Beltline Boulevard & Park Glen Road  CSAH 25 & Lynn Avenue  CSAH 25 & Monterey Avenue (future intersection) 75 2 Beltline Station Development Traffic Technical Memorandum June 2021  Beltline Boulevard & Backage Road (future intersection) The CSAH 25 & TH 100 Northbound Ramps intersection was also included in the traffic modeling to accurately represent vehicle progression on CSAH 25, but traffic operations for this intersection were not evaluated. Vehicle turning movement volume, pedestrian, and bicycle counts for the existing study intersections were collected between 6:00 AM and 7:00 PM on Wednesday, September 4, 2019. The counts were conducted with schools in session. The vehicle turning movement counts included vehicle classifications used to determine heavy vehicle percentages for the approaches at the study intersections. The existing traffic signal timing information for the CSAH 25 & TH 100 Northbound Ramps intersection and the CSAH 25 & Beltline Boulevard/Ottawa Avenue S intersection were provided by MnDOT. The traffic signal at the CSAH 25 & Beltline Boulevard/Ottawa Avenue S intersection is currently running with a 190 second cycle length in the AM peak hour and a 200 second cycle length in the PM peak hour. Roadway Characteristics The existing conditions are not included in this report due to magnitude of planned roadway improvements and speed limit adjustments within the study area that will take place between 2021 and 2024. An existing conditions analysis would therefore not be informative due to the number of changes in the transportation conditions. The following provides a detailed description of the existing roadways that are included in the study area and the proposed changes by 2024: Beltline Boulevard is currently a four-lane undivided roadway that runs in the north/south direction along the west side of the proposed redevelopment. Beltline Boulevard is a Municipal State Aid Street (MSAS) and is a Major Collector roadway per the City of St. Louis Park’s Comprehensive Plan, with an improvement project planned for 2021. The project will make the following changes in the study area:  Convert Beltline Boulevard from a 4-lane section to a 3-lane section from 36 th Street to Park Glen Road with a single lane in each direction and a two-way left turn lane.  On-street bike lanes and trails will be provided on both sides of Beltline Boulevard. Based on the City’s recommended speed limit map, Beltline Boulevard is anticipated to have a posted speed limit of 25 miles per hour (mph). The annual average daily traffic (AADT) in 2018 was 10,500 vehicles per day (vpd). CSAH 25 is currently a four-lane divided roadway that runs in the east/west direction along the north side of the proposed redevelopment. CSAH 25 is classified as a Minor Augmentor roadway. The 2018 AADT on CSAH 25 at Lynn Avenue is 18,200 vpd and the posted speed limit is 45 mph. In 2018, St. Louis Park and Hennepin County collaborated on a study to explore roadway layouts that would transform CSAH 25 between TH 100 and France Avenue into an “urban boulevard”. The study reviewed potential options for repurposing the right-of-way to provide enhanced multimodal facilities, traffic calming, and landscaped boulevards. Currently, no timeframe for implementation of these improvements has been identified. 76 3 Beltline Station Development Traffic Technical Memorandum June 2021 Park Glen Road is a two-lane undivided roadway that serves as an access road for commercial and residential developments on the east and west sides of Beltline Boulevard. Park Glen Road is designated as a city street in the City of St. Louis Park’s Comprehensive Plan. Per the City’s recommended speed limit map, Park Glen Road is anticipated to have a speed limit of 20 mph. AADT volumes on Park Glen Road are not available. Lynn Avenue is a local city street and does not have a published AADT volume. A 13-hour traffic count conducted at the Lynn Avenue & CSAH 25 South Service Road intersection in September 2019 was used to estimate a total daily volume of approximately 350 vehicles per day. There is currently no posted speed limit on Lynn Avenue. Pedestrian, Bicycle, and Transit Facilities Pedestrian With the city’s planned improvements on Beltline Boulevard, pedestrian facilities will be provided on both sides of the roadway between Park Glen Road and 36th Street, which will tie into the trails being constructed on both sides of the roadway between Park Glen Road and CSAH 25 as part of the METRO Green Line Extension/Southwest Light Rail (SWLRT). Additionally, the Cedar Lake Trail runs along the south side of the site and provides access to the regional trail network. The SWLRT project will construct a bridge to grade separate the Cedar Lake Trail over Beltline Boulevard. There are not currently sidewalks along CSAH 25. However, according to the St. Louis Park Comprehensive Plan the corridor is planned for future pedestrian facilities. Bicycle The reconstruction of Beltline Boulevard will provide trails on both sides of the road as well as the on-street bicycle facilities. As previously mentioned, the facilities along Beltline Boulevard will connect to the Cedar Lake Trail on the south edge of the site. This provides access to the regional bicycle/trail network. Transit Transit service is currently available near the project area and will be expanded in the near future. There is one bus route within the study area, and the METRO Green Line Beltline Boulevard Station is currently under construction and is anticipated to open in 2024. Route 17F is a local bus route from St. Louis Park to Downtown Minneapolis with major stops along Minnetonka Boulevard, Lake Street, and Hennepin Avenue. The 17F is a spur route of Route 17 and is currently not running due to the COVID-19 pandemic. It is assumed that the route will resume service in the future. The connecting bus service at the Beltline Boulevard Station to support the METRO Green Line will be determined by Metro Transit prior to opening days of the LRT service. METRO Green Line Extension is a future LRT route that will operate from downtown Minneapolis to Eden Prairie. The Beltline Station will be located on the east side of Beltline Boulevard immediately south of the proposed development. Based on the proximity to this station, it is anticipated that the METRO Green Line will be the most likely alternate mode of transportation for site trips. 77 4 Beltline Station Development Traffic Technical Memorandum June 2021 Future Year (2024) Analysis Future Year Conditions Several improvements are planned in the study area as part of the SWLRT project and as part of City-led projects. The following improvements and changes are being constructed in the study area:  Light rail transit (LRT) operating south of the site in the existing rail corridor, operating at 10-minute headways in each direction and crossing Beltline Boulevard with twelve LRT crossings per hour during peak periods.  Install a new traffic signal at the CSAH 25 & Lynn Avenue intersection, with a dedicated eastbound right-turn lane and a dedicated westbound left-turn lane.  Install a new traffic signal on Beltline Boulevard at the rail crossing to prevent vehicle queues from extending across the tracks (queue cutter signal).  Grade separate the Cedar Lake Trail over Beltline Boulevard just north of the railroad crossing and remove the existing at-grade trail crossing.  Improve and expand the capacity at the CSAH 25 & Beltline Boulevard/Ottawa Avenue S intersection:  Extend the westbound left turn lane to approximately 460 feet.  Construct a second northbound left turn lane.  Extend the northbound right turn lane.  Close the CSAH 25 South Service Road east of Beltline Boulevard.  Construct a Backage Road that connects Lynn Avenue to Beltline Boulevard and provides access for buses and park-and-ride vehicles.  Add a right-in only access on northbound Beltline Boulevard to connect to the Backage Road.  Construct a right-in only access from CSAH 25 to Monterey Avenue, south of CSAH 25.  Convert Beltline Boulevard from a 4-lane section to a 3-lane section from 36 th Street to Park Glen Road with a single lane in each direction and a two-way left turn lane (City-led project).  On-street bike lanes and trails will be provided on both sides of Beltline Boulevard (City- led project). Three analysis scenarios were analyzed to determine the impacts of the proposed redevelopment and the proposed accesses on both Beltline Boulevard and CSAH 25. The proposed development is anticipated to be fully built out by 2023, so 2024 was chosen as the future year for analysis because it is one year after the development opens and also coincides with the opening year for the METRO Green Line extension. The future year analysis scenarios include:  Opening Year (2024) No-Build Conditions – The no-build traffic volumes are the anticipated future traffic volumes with area growth taken into consideration and the 78 5 Beltline Station Development Traffic Technical Memorandum June 2021 inclusion of the planned Beltline Station park-and-ride. In this scenario, access would be provided to the proposed site based on the improvements described above.  Opening Year (2024) Scenario 1 Build Conditions – The Scenario 1 Build traffic volumes would be the anticipated traffic from the proposed development in addition to the no-build traffic volumes. Access to the site would remain the same as Opening Year (2024) No- Build Conditions. The geometry and intersection control for both Opening Year (2024) No- Build Conditions and Opening Year (2024) Build Scenario 1 Conditions is shown in Exhibit 2.  Opening Year (2024) Scenario 2 Build Conditions – The Scenario 2 Build traffic volumes would be the anticipated traffic from the proposed development in addition to the no-build traffic volumes. The development project is proposing site access modifications in order to make the retail component of the site viable. These changes would better facilitate access into and out of the site and include:  Convert the right-in only access on Beltline Boulevard that connects to the Backage Road to a ¾ access and shift the intersection further to the north. This would add left-in access from southbound Beltline Boulevard to the Backage Road and right-out access from the Backage Road to northbound Beltline Boulevard. The proposed ¾ access is located to still provide a minimum 60-foot median between the railroad crossing and the access, which meets the Federal Railroad Administration (FRA) requirements for the proposed quiet zone.  Add right-out access from Monterey Avenue to eastbound CSAH 25 to convert the CSAH 25 & Monterey Avenue intersection to a right-in/right-out intersection. The location of the access would remain the same as the Opening Year (2024) No- Build scenario. The proposed changes to the site accesses are shown in Figure 1. The geometry and intersection control for Opening Year (2024) Build Scenario 2 Conditions at all study intersections is shown in Exhibit 3. 79 6 Beltline Station Development Traffic Technical Memorandum June 2021 Figure 1: Proposed Access Changes Volume Development Background Growth The projected changes in traffic volumes and patterns between the existing and forecast Opening Year (2024) No-Build Conditions included background traffic growth and additional traffic generated by the proposed Beltline Station park-and-ride. The following annual growth rates were used to represent background growth based on information in the Saint Louis Park 2040 Comprehensive Plan:  0.7% per year on CSAH 25 west of Beltline Boulevard/Ottawa Avenue S  0.8% per year on CSAH 25 east of Beltline Boulevard/Ottawa Avenue S  1.2% on Beltline Boulevard/Ottawa Avenue S Trip generation estimates and regional trip distribution for the park-and-ride facility were based on the same rates and distribution used for the SWLRT project. The trip distribution and trip assignment for the park-and-ride are shown in Exhibits 4 & 5, respectively. The trips generated by the park-and-ride were added to the background growth to produce the total forecast Opening Year (2024) No-Build Conditions traffic volumes, which are shown in Exhibit 6. 80 7 Beltline Station Development Traffic Technical Memorandum June 2021 Trip Generation and Distribution The trip-generating potential of the proposed development was calculated using information within the Institute of Transportation Engineers (ITE) Trip Generation Manual, 10th Edition. Standard ITE trip rates were used to develop the gross new trips generated by the site. The trip generation was based on the following uses:  Multifamily Housing (Mid-Rise) (ITE code 221)  Supermarket (ITE code 850)  Coffee/Donut Shop without Drive-Thru (ITE code 936) Based on the proximity to the Beltline Boulevard LRT station, a mode split of 15% transit was assumed for the residential land use and 10% transit was used for the commercial land uses. Site generated trips are expected to exhibit multiple routing patterns when traveling to and from the subject site, as described below:  Internal Capture – The proposed commercial use on the proposed site is intended to complement the residential use; thus, it is likely that some patrons that visit the commercial use will originate from the residential land use on site and will not travel on external roadways to access the commercial land use. To reflect these “internally captured” trips, an internal capture reduction was applied for the proposed residential and commercial uses. Internal capture rates are based on Table 6.1 in the ITE Trip Generation Handbook, 3rd Edition.  Pass-by – Pass-by traffic reflects the travel patterns of motorists who are already traveling on the adjacent study roadways and stop at the site en route to another primary destination.  Primary Trips – Primary trips reflect new traffic volumes generated by the proposed development that are assumed to approach and depart on the same route. Trips to/from the site that are not pass-by or internal capture trips are expected to be primary trips. Table 1 summarizes the trip generation for the proposed site. Note that the development site plan shows a 20,000 square foot grocery store, however a 32,000 square foot grocery store was analyzed to be conservative. 81 8 Beltline Station Development Traffic Technical Memorandum June 2021 Table 1: Proposed Site Vehicle Trip Generation ITE Land Use Code Land Use Size Units AM Peak PM Peak Total In Out Total In Out 221 Multifamily Housing (Mid-Rise) 403 Dwelling Unit(s) 145 40 105 180 110 70 850 Supermarket 32 1,000 Sq Ft 125 75 50 295 150 145 936 Coffee/Donut Shop w/o D.T. 1.8 1,000 Sq Ft 185 95 90 65 35 30 Total Site Trips 455 210 245 540 295 245 Total Rounded Residential Trips 145 40 105 180 110 70 Residential Internal Capture 0 0 0 60 45 15 Residential Mode Share (15% Reduction in Vehicle Trips) 20 5 15 20 10 10 Residential Pass-by Reduction 0 0 0 0 0 0 Total External Residential Vehicle Trips 125 35 90 100 55 45 Total Rounded Commercial Trips 310 170 140 360 185 175 Commercial Internal Capture 0 0 0 60 15 45 Commercial Mode Share (10% Reduction in Vehicle Trips) 30 15 15 30 15 15 Commercial Pass-by Reduction 0 0 0 90 50 40 Total External Commercial Vehicle Trips 280 155 125 180 105 75 Total External Vehicle Trips 405 190 215 280 160 120 The trips generated by the proposed development were distributed through the study network based on the two scenarios of Opening Year (2024) Build Conditions. Separate distributions were utilized for residential trips and commercial trips based on the location of the residential use on the east side of the site and residents’ familiarity with access from routes other than Beltline Boulevard. The Scenario 1 development trip distribution for residential trips is shown in Exhibit 7, and Exhibit 8 shows the Scenario 1 development trip distribution for commercial trips. The Scenario 1 combined trip assignment for residential and commercial (net external vehicle trips) is shown in Exhibit 9. The Scenario 1 pass-by trips for the supermarket land use were also distributed and assigned throughout the network and are shown in Exhibit 10. The total traffic volumes for Opening Year (2024) Scenario 1 Build Conditions including the background growth, development net external vehicle trips, and development pass-by trips are shown in Exhibit 11. The Scenario 2 development trip distribution for residential trips is shown in Exhibit 12, and Exhibit 13 shows the Scenario 2 development trip distribution for commercial trips. The Scenario 2 combined trip assignment for residential and commercial (net external vehicle trips) is shown in Exhibit 14. The Scenario 2 pass-by trips for the supermarket land use were also distributed and assigned throughout the network and are shown in Exhibit 15. The park-and-ride traffic was redistributed for Opening Year (2024) Scenario 2 Build Conditions based on the changes in site access. The total traffic volumes for Opening Year (2024) Scenario 2 Build Conditions including the background growth, redistributed park-and-ride trips, redistributed development net external trips, and development pass-by trips are shown in Exhibit 16. 82 9 Beltline Station Development Traffic Technical Memorandum June 2021 Traffic Analysis Methodology Traffic operations for the weekday AM and PM peak hours were analyzed at each of the study intersections. The AM and PM peak hours were determined to occur from 7:30-8:30 AM and 4:45-5:45 PM based on the existing traffic data. The capacity analysis was performed using Vissim software to determine the delay and level of service (LOS) for the study intersections. Vissim was chosen as the appropriate software for this analysis due to its ability to model the future SWLRT alignment immediately adjacent to the site. The LOS boundaries for signalized and unsignalized intersections, as documented in the Highway Capacity Manual 6th Edition, are provided in Table 2. Table 2: Level of Service Boundaries Level of Service Average Control Delay (seconds/vehicle) Description Unsignalized Intersection Signalized Intersection A 0-10 0-10 Minimal control delay; traffic operates at primarily free-flow conditions; unimpeded movement within traffic stream. B >10-15 >10-20 Minor control delay at signalized intersections; traffic operates at a fairly unimpeded level with slightly restricted movement within traffic stream. C >15-25 >20-35 Moderate control delay; movement within traffic stream more restricted than at LOS B; formation of queues contributes to lower average travel speeds. D >25-35 >35-55 Considerable control delay that may be substantially increased by small increases in flow; average travel speeds continue to decrease. E >35-50 >55-80 High control delay; average travel speed no more than 33 percent of free flow speed. F >50 >80 Extremely high control delay; extensive queuing and high volumes create exceedingly restricted traffic flow. Opening Year (2024) No-Build Conditions Analysis The Opening Year (2024) No-Build Conditions modeling was conducted to identify the expected traffic operations for the Opening Year (2024) without the proposed project. An intersection capacity analysis was performed at the study intersections using the Opening Year (2024) No-Build Conditions AM and PM peak hour turning movement volumes (as shown in Exhibit 6). Table 3 provides a summary of the average delay (seconds per vehicle) and LOS for each individual movement at the study intersections. The queue analysis table for the 2040 No Build conditions analysis is included in Attachment C. 83 10 Beltline Station Development Traffic Technical Memorandum June 2021 Table 3: No-Build (2024) Conditions Delay Results Intersection Control Type Approach Movement AM PEAK HOUR PM PEAK HOUR Delay LOS Delay LOS CSAH 25 & Beltline Boulevard/ Ottawa Ave S Signal EB Left 54.4 D 72.2 E Through 17.3 B 43.6 D Right 3.1 A 12.2 B WB Left 93.3 F 94.1 F Through 31.3 C 39.2 D Right 7.1 A 5.8 A NB Left 70.3 E 69.3 E Through 42.9 D 23.9 C Right 8.1 A 11.2 B SB Left 98.9 F 100+ F Through 86.4 F 87.7 F Right 13.1 B 17.4 B Intersection 30.4 C 42.6 D Beltline Boulevard & CSAH 25 South Service Rd Side Street Stop EB Left 29.7 D 100+ F Right 5.5 A 14.0 B NB Left 6.7 A 19.9 C Through 10.5 B 31.1 D SB Through 0.6 A 3.0 A Right 0.9 A 1.1 A Intersection 5.5 A 18.7 C Beltline Boulevard & Park Glen Rd Side Street Stop EB Left 23.2 C 100+ F Through 0.0 A 0.0 A Right 14.8 B 100+ F WB Left 16.3 C 100+ F Through 0.0 A 100+ F Right 11.0 B 100+ F NB Left 5.0 A 29.5 D Through 1.0 A 22.8 C Right 1.1 A 20.0 C SB Left 9.0 A 38.7 E Through 2.9 A 3.9 A Right 2.8 A 6.4 A Intersection 4.7 A 35.6 E 84 11 Beltline Station Development Traffic Technical Memorandum June 2021 Table 3 (cont.): No-Build (2024) Conditions Delay Results Intersection Control Type Approach Movement AM PEAK HOUR PM PEAK HOUR Delay LOS Delay LOS CSAH 25 & Lynn Ave Signal EB Through 4.2 A 6.2 A Right 2.6 A 2.9 A WB Left 28.8 C 44.3 D Through 1.7 A 3.9 A NB Left 36.4 D 40.9 D Right 14.2 B 29.0 C Intersection 3.8 A 7.8 A CSAH 25 & Monterey Ave Uncontrolled EB Through 0.4 A 0.6 A Right 1.7 A 1.3 A WB Through 0.8 A 0.6 A Intersection 0.7 A 0.6 A Beltline Boulevard & Backage Road Uncontrolled NB Through 6.7 A 22.5 C Right 7.2 A 30.2 D SB Through 3.3 A 4.9 A Intersection 5.0 A 13.5 B There are a significant amount of movements at CSAH 25 & Beltline Boulevard that have longer delays in both peak hours, this is most likely attributed to the longer cycle lengths in the peak hours. However, all intersections operate at LOS D or better under the Opening Year (2024) No- Build Conditions except for the following:  Beltline Boulevard & Park Glen Road – The eastbound and westbound movements in the PM peak hour operate at LOS F with excessive delays. The poor LOS is primarily caused by northbound queues on Beltline Boulevard and the decreased gaps on Beltline Boulevard due to the higher traffic volumes. The need to signalize this intersection is anticipated to be needed by Opening Day (2024) No-Build Conditions based on the results of the analysis. Without signalizing this intersection, the delay and LOS results are anticipated to deteriorate even further into the future. It should be noted that the capacity improvements completed as part of the SWLRT project maximize the realistic capacity of the study area. Any additional mitigation to increase capacity may not be feasible due to property impacts and improvement costs. Opening Year (2024) Scenario 1 Build Conditions Analysis The Opening Year (2024) Scenario 1 Build Conditions modeling was conducted to identify the expected traffic operations for the Opening Year (2024) with the SWLRT roadway geometrics and the proposed development. This option is not viable from a development standpoint, as the retail component of the site needs additional access to attract and retain tenants. However, this analysis will be used as a comparison to determine the change in operations between Scenarios 1 and 2 85 12 Beltline Station Development Traffic Technical Memorandum June 2021 at the Beltline Boulevard & Backage Road intersection and the CSAH 25 & Monterey Avenue intersection. An intersection capacity analysis was performed at the study intersections using the Opening Year (2024) Scenario 1 Build Conditions AM and PM peak hour turning movement volumes (as shown in Exhibit 11). Table 4 provides a summary of the average delay (seconds per vehicle) and LOS for each individual movement of the study intersections. The queue results table for the Scenario 1 Build Conditions analysis is included in Attachment C. 86 13 Beltline Station Development Traffic Technical Memorandum June 2021 Table 4: Opening Year (2024) Scenario 1 Build Conditions Delay Results Intersection Control Type Approach Movement AM PEAK HOUR PM PEAK HOUR Delay LOS Delay LOS CSAH 25 & Beltline Boulevard/ Ottawa Ave S Signal EB Left 57.0 E 91.0 F Through 19.9 B 62.7 E Right 3.8 A 25.8 C WB Left 94.1 F 100+ F Through 31.7 C 39.8 D Right 11.0 B 7.5 A NB Left 68.6 E 76.0 E Through 47.7 D 24.9 C Right 8.2 A 11.6 B SB Left 100+ F 100+ F Through 84.4 F 95.9 F Right 15.7 B 21.4 C Intersection 32.2 C 51.8 D Beltline Boulevard & CSAH 25 South Service Rd Side Street Stop EB Left 31.5 D 100+ F Right 5.3 A 13.8 B NB Left 6.5 A 24.0 C Through 11.8 B 35.4 E SB Through 0.6 A 4.8 A Right 1.0 A 1.5 A Intersection 5.9 A 21.5 C Beltline Boulevard & Park Glen Rd Side Street Stop EB Left 21.8 C 100+ F Through 0.0 A 0.0 A Right 17.3 C 100+ F WB Left 20.4 C 100+ F Through 0.0 A 100+ F Right 12.7 B 100+ F NB Left 4.7 A 32.3 D Through 0.9 A 38.6 E Right 1.0 A 31.0 D SB Left 9.8 A 49.7 E Through 2.7 A 5.8 A Right 2.8 A 3.8 A Intersection 4.8 A 49.4 E 87 14 Beltline Station Development Traffic Technical Memorandum June 2021 Table 4 (cont.): Opening Year (2024) Scenario 1 Build Conditions Delay Results Intersection Control Type Approach Movement AM PEAK HOUR PM PEAK HOUR Delay LOS Delay LOS CSAH 25 & Lynn Ave Signal EB Through 9.9 A 14.0 B Right 5.0 A 7.8 A WB Left 44.5 D 53.8 D Through 5.4 A 6.0 A NB Left 43.7 D 51.3 D Right 32.8 C 43.0 D Intersection 11.8 B 16.4 B CSAH 25 & Monterey Ave Uncontrolled EB Through 0.6 A 2.1 A Right 2.2 A 2.2 A WB Through 1.7 A 2.1 A Intersection 1.3 A 2.1 A Beltline Boulevard & Backage Road Uncontrolled NB Through 6.5 A 27.1 D Right 7.3 A 28.0 D SB Through 3.2 A 6.9 A Intersection 4.9 A 16.7 C The Opening Year (2024) Scenario 1 Build conditions analysis generally exhibits issues in the same locations as the Opening Year (2024) No-Build conditions analysis. However, some individual movements also had a change in LOS between the Opening Year (2024) No-Build Conditions analysis and the Opening Year (2024) Scenario 1 Build Conditions analysis.  At the CSAH 25 & Beltline Boulevard/Ottawa Avenue S intersection, the eastbound through movement is anticipated to operate at LOS E under Opening Year (2024) Scenario 1 Build Conditions. This is primarily due to the additional site traffic that is utilizing CSAH 25 to access the site.  The northbound through movement at the Beltline Boulevard & CSAH 25 South Service Road intersection is anticipated to operate at LOS E under Opening Year (2024) Scenario 1 Build Conditions due to queue spillback from the northbound queue at the CSAH 25 & Beltline Boulevard/Ottawa Avenue S intersection.  The northbound through movement at the intersection of Beltline Boulevard & Park Glen Road are expected to operate at LOS E under Opening Year (2024) Scenario 1 Build Conditions. This is caused by the queue extending from the CSAH 25 intersection back to the intersection with Park Glen Road. Opening Year (2024) Scenario 2 Build Conditions Analysis The Opening Year (2024) Scenario 2 Build Conditions modeling was conducted to identify the expected traffic operations for the Opening Year (2024) with the proposed roadway geometrics that make the proposed commercial development viable. As previous mentioned, the proposed roadway changes are described below (and shown in Exhibit 3). 88 15 Beltline Station Development Traffic Technical Memorandum June 2021  Convert the right-in only access on Beltline Boulevard that connects to the Backage Road to a ¾ access and shift the intersection further to the north. This would add left-in access from southbound Beltline Boulevard to the Backage Road and right-out access from the Backage Road to northbound Beltline Boulevard.  Add right-out access from Monterey Avenue to eastbound CSAH 25 to convert the CSAH 25 & Monterey Avenue intersection to a right-in/right-out intersection. The location of the access would remain the same as the Opening Year (2024) No-Build scenario. An intersection capacity analysis was performed at the study intersections using the Opening Year (2024) Scenario 2 Build Conditions AM and PM peak hour turning movement volumes (as shown in Exhibit 16). Table 5 provides a summary of the average delay (seconds per vehicle) and LOS for each individual movement of the study intersections. The queue results table for the Scenario 2 Build Conditions analysis is included in Attachment C. 89 16 Beltline Station Development Traffic Technical Memorandum June 2021 Table 5: Opening Year (2024) Scenario 2 Build Conditions Delay Results Intersection Control Type Approach Movement AM PEAK HOUR PM PEAK HOUR Delay LOS Delay LOS CSAH 25 & Beltline Boulevard/ Ottawa Ave S Signal EB Left 56.7 E 98.1 F Through 26.0 C 70.6 E Right 6.3 A 27.9 C WB Left 95.4 F 95.6 F Through 35.6 D 40.9 D Right 10.6 B 4.8 A NB Left 55.9 E 60.7 E Through 42.6 D 23.6 C Right 8.3 A 11.2 B SB Left 100+ F 100+ F Through 84.8 F 99.0 F Right 15.4 B 24.8 C Intersection 34.9 C 53.2 D Beltline Boulevard & CSAH 25 South Service Rd Side Street Stop EB Left 32.8 D 100+ F Right 5.0 A 30.2 D NB Left 12.5 B 26.1 D Through 15.6 C 35.4 E SB Through 0.8 A 3.8 A Right 0.9 A 1.6 A Intersection 7.6 A 22.1 C Beltline Boulevard & Park Glen Rd Side Street Stop EB Left 27.8 D 100+ F Through 0.0 A 0.0 A Right 17.0 C 100+ F WB Left 23.4 C 100+ F Through 0.0 A 100+ F Right 13.8 B 100+ F NB Left 5.8 A 25.5 D Through 0.9 A 35.1 E Right 1.1 A 32.0 D SB Left 10.8 B 41.4 E Through 3.8 A 5.3 A Right 5.0 A 3.7 A Intersection 5.7 A 55.1 F 90 17 Beltline Station Development Traffic Technical Memorandum June 2021 Table 5 (cont.): Opening Year (2024) Scenario 2 Build Conditions Delay Results Intersection Control Type Approach Movement AM PEAK HOUR PM PEAK HOUR Delay LOS Delay LOS CSAH 25 & Lynn Ave Signal EB Through 6.8 A 6.5 A Right 3.4 A 3.9 A WB Left 41.7 D 46.0 D Through 3.0 A 3.4 A NB Left 38.6 D 39.0 D Right 22.2 C 23.2 C Intersection 6.9 A 7.5 A CSAH 25 & Monterey Ave Side Street Stop EB Through 0.5 A 0.8 A Right 1.0 A 1.1 A WB Through 1.7 A 1.2 A NB Right 10.0 B 11.5 B Intersection 1.4 A 1.3 A Beltline Boulevard & Backage Road Side Street Stop WB Right 13.8 B 71.3 F NB Through 7.5 A 30.2 D Right 8.2 A 30.1 D SB Left 7.3 A 23.5 C Through 2.6 A 4.1 A Intersection 5.9 A 20.3 C In general, the same movements are anticipated to have LOS E/F operations under Opening Year (2024) Scenario 2 Build Conditions compared to Opening Year (2024) Scenario 1 Build Conditions. The only additional movement that is expected to operate at LOS E under Opening Year (2024) Scenario 2 Build Conditions is the eastbound left-turn movement at CSAH 25 & Beltline Boulevard/Ottawa Avenue S in the AM peak hour. The overall increase in delay compared to Opening Year (2024) Scenario 1 Build Conditions is only approximately two seconds and this movement is not directly affected by development traffic. As in Opening Year (2024) Scenario 1 Build Conditions, high levels of northbound delay and queuing on Beltline Boulevard are also anticipated in the PM peak hour of Opening Year (2024) Scenario 2 Build Conditions. Figure 2 below illustrates the extent of queuing that is expected to be present along northbound Beltline Boulevard under all three analysis scenarios. Based on these queuing results, the northbound queues are not anticipated to differ significantly between Build Scenario 1 & 2. 91 18 Beltline Station Development Traffic Technical Memorandum June 2021 Figure 2: Northbound Beltline Boulevard Queuing Site Access Comparison & Study Area Mitigations Safe and convenient access is paramount to be able to lease space, attract tenants and customers, and make this transit oriented development a success. The analysis for all scenarios shows LOS E vehicular operations at several study intersections, but the proposed site is in a prime location to encourage users to access the site via other modes of transportation. Site Access Beltline Boulevard/Backage Road ¾ Access: Perhaps the most critical access point for the success of the proposed development is the ¾ access on Beltline Boulevard. The operational results and benefits of the additional southbound left-turn and westbound right-turn movements are described below.  Southbound left-turn from Beltline Boulevard onto the Backage Road:  The ¾ access is expected to operate acceptably in both the AM and PM peak hours. Additionally, this movement is not anticipated to have an adverse impact to the southbound through movements along Beltline Boulevard. The maximum queue is 145 feet with a proposed storage bay of 225 feet. 92 19 Beltline Station Development Traffic Technical Memorandum June 2021  The movement is vital to the retail component of the site because of the visibility of the commercial uses on the corner of Beltline Boulevard & CSAH 25.  It allows for better access to the SWLRT park-and-ride which will be located adjacent to the proposed ¾ access.  Westbound right-turn from the Backage Road onto Beltline Boulevard:  The access is expected to operate acceptably in the AM peak hour.  In the PM peak hour, it is anticipated that there will be around 70 seconds of delay as a result of northbound queues on Beltline Boulevard from the CSAH 25 & Beltline Boulevard intersection that extend beyond the access. However, this level of delay is not uncommon for side street approaches on roadways like Beltline Boulevard during the peak periods, and the 95th percentile queue length is 85 feet.  Delays and queues will occur for northbound traffic on Beltline Boulevard in both Scenario 1 & 2 during the PM peak hour with or without the right-turn from the Backage Road onto Beltline Boulevard.  Allowing the right-turn onto Beltline Boulevard from the Backage Road will decrease delay from 51 seconds to 39 seconds and queuing from 115 feet to 30 feet for the northbound left-turn at CSAH 25 & Lynn Avenue in the PM peak hour when comparing Scenarios 1 & 2. Additionally, the right-out is beneficial because vehicles destined to the west on CSAH 25 could use the right-out on Beltline Boulevard (1/8 mile) instead of having to circulate back to Lynn Avenue to make a left turn onto CSAH 25 (1/2 mile). During the PM peak hour, the estimated travel times would be similar for both routes due to the delay on Beltline Boulevard, but throughout the rest of the day, the right out on Beltline Boulevard would be faster. CSAH 25/Monterey Avenue Right-in/Right-out: As previously mentioned, St. Louis Park and Hennepin County have collaborated to explore roadway layouts that would transform CSAH 25 into an “urban boulevard”. The corridor study reviewed potential options for repurposing the right- of-way to provide enhanced multimodal facilities, traffic calming, and landscaped boulevards. Providing right-in/right-out access at Monterey Avenue would align with the characteristics of a more urban streets. In addition, the proposed right-in-right-out access is 700 feet from the Beltline Boulevard intersection to the west and 500 feet from the Lynn Avenue intersection to the east. Per Hennepin County Access Spacing Guidelines, limited access can be provided at 1/16 mile (330 feet) in an urban setting. The operational results and benefits of the additional northbound right-turn movement are described below.  Northbound right-turn from Monterey Avenue onto CSAH 25:  The access is expected to operate acceptably in both the AM and PM peak hours of Scenario 2.  Allowing the northbound right-turn will disperse traffic on the proposed site to more access points, thus reducing delays at the ¾ access on Beltline Boulevard and the CSAH 25 & Lynn Avenue intersection. Which would allow more green time for CSAH 25 through movements at the Lynn Avenue signal. 93 20 Beltline Station Development Traffic Technical Memorandum June 2021  Allowing the right-turn onto CSAH 25 from Monterey Avenue will also decrease delay and queuing for the northbound right-turn at CSAH 25 & Lynn Avenue when comparing Scenarios 1 & 2.  It is not anticipated that vehicles will utilize the right-out at Monterey Avenue to ultimately head west on CSAH 25. In conjunction with the ¾ access on Beltline Boulevard, taking a right out at the access and making an illegal U-turn at Lynn Avenue to head west will be less desirable then exiting onto Beltline Boulevard. o The travel time and distances for routes to exit the site were evaluated based on the roadway network, accesses, posted speed limits, and intersection delay. The typical travel time to head west on CSAH 25 from the right out onto Beltline Boulevard would be around 80 seconds. While the typical travel time to head west on CSAH 25 from the right out onto CSAH 25 and completing an illegal U-turn would be around 125 seconds. Study Area Mitigations Based on the results of the Opening Year (2024) No-Build and Build analyses, several improvements should be considered as traffic volumes increase within the study area. As traffic volumes on Beltline Boulevard grow, it will become increasingly difficult for vehicles on Park Glen Road to turn onto Beltline Boulevard. A traffic signal may be required to provide gaps for vehicles on Park Glen Road. However, the analysis shows that the proposed Beltline Station Development will not trigger the need for the traffic signal. Based on conversations with the City of St. Louis Park, there are not currently plans to install a traffic signal at the intersection, but it is expected to be installed when the vacant parcel on the northeast side of the intersection is developed. The City is also exploring options to fund the signal prior to the redevelopment of the parcel. With the anticipated northbound queues on Beltline Boulevard, there is the potential for northbound vehicles to block the southbound left turning traffic at the ¾ access. It is recommended to install additional signage for northbound Beltline Boulevard to not block the intersection. The queue cutter signal for the SWLRT should also help provide gaps in northbound traffic. The CSAH 25/Monterey Avenue right-in/right-out is not anticipated to be a desirable movement for vehicles destined to the west on CSAH 25. However, signage should be provided on site to direct traffic to head west on CSAH 25 using either the right-out onto Beltline Boulevard or the signal at CSAH 25 & Lynn Avenue. There should also be prohibited U-turn signage on the eastbound approach of CSAH 25 at Lynn Avenue. The median at CSAH 25 & Lynn Avenue could also be redesigned with a minimal radius on the eastbound approach to discourage U-Turns. Any changes to the median will need to be verified so that they do not impact other turning movements. 94 21 Beltline Station Development Traffic Technical Memorandum June 2021 Summary and Conclusion A traffic analysis was completed for the area surrounding the proposed redevelopment site south of CSAH 25 and east of Beltline Boulevard in St. Louis Park, Minnesota. The AM and PM peak hours of traffic were analyzed under three scenarios: Opening Year (2024) No-Build Conditions, Opening Year (2024) Scenario 1 Build Conditions, and Opening Year (2024) Scenario 2 Build Conditions. In the Opening Year (2024) No-Build Conditions, there are a significant amount of movements at CSAH 25 & Beltline Boulevard that have longer delays in both peak hours, this is most likely attributed to the longer cycle lengths in the peak hours. However, all intersections operate at LOS D or better except for Beltline Boulevard & Park Glen Road which is anticipated to have substantial delays for the side street movements in the PM peak hour. It should be noted that the capacity improvements completed as part of the SWLRT project maximize the realistic capacity of the study area. Any additional mitigation to increase capacity may not be feasible due to property impacts and improvement costs. Overall, the Opening Year (2024) Scenario 1 Build Conditions analysis generally exhibits issues in the same locations as the Opening Year (2024) No-Build conditions analysis. However, with the addition of the site traffic, delays are expected to deteriorate slightly from the Opening Year (2024) No-Build Conditions. This results in some increased queues and delays along Beltline Boulevard. In general, the same movements are anticipated to experience a decrease in LOS under Opening Year (2024) Scenario 2 Build Conditions as in Opening Year (2024) Scenario 1 Build Conditions. With the changes in geometry, Opening Year (2024) Scenario 2 Build Conditions is expected to have slightly more delay at CSAH 25 & Monterey Boulevard, less delay at the CSAH 25 & Lynn Avenue intersection, and acceptable operations at the ¾ access when compared to the Opening Year (2024) Scenario 1 Build Conditions. Converting the access on Beltline Boulevard to a ¾ access and also adding right-out access from Monterey Avenue to eastbound CSAH 25, as proposed under Opening Year (2024) Scenario 2 Build Conditions, are not anticipated to have a significant impact on the operations along the two corridors. Both of these accesses are anticipated to operate acceptably in the AM peak hour and throughout the majority of the day. In the PM peak hour, there will be longer delays for the westbound right-turn onto Beltline Boulevard. However, delays of this level are not unexpected for side street movements on a corridor such as Beltline Boulevard, especially adjacent to a major traffic signal. This westbound right turn delay is the result of the northbound queues extending from the intersection of CSAH 25 & Beltline Boulevard. Additionally, adequate access is paramount to be able to lease space, attract tenants and customers, and make this transit oriented development a success for the community and help achieve the City of St. Louis Park goals of serving people first, followed by bikes, transit, and then cars. While the analysis completed for this study shows less than desirable vehicular operations at several study intersections, the proposed site is in a prime location to encourage users to access the site via other modes of transportation. 95 22 Beltline Station Development Traffic Technical Memorandum June 2021 Attachments A. Site Plan B. Exhibits C. Queue Results 96 Beltline Station Development Traffic Technical Memorandum June 2021 Attachment A. Site Plan 97 LOADING 1,643 SF RAMP DN. 6.5% PUBLIC PARKING LVL 1 (79 STALLS) RAMP UP 6.5% 18 20 18 9 14 10 RAMP DN. RAMP DN. 13 LEASING AMENITY AMENITY AMENITY LOBBY/ LEASING LOBBY/ LEASING POCKET PARK DOG RUN PLAYGROUND 11 15 15 13 AMENITYLOBBY PEDESTRIAN PATH CANOPY STORM RETENTION 24 6 SCREENING WATER RETENTION GARDEN MONTEREY AVE.BELTLINE BLVD.BUILDING 3 5-STORY MARKET RATE 160 UNITS GROCERY 19,508 SF 7-STORY MIXED USE 159 UNITS BUILDING 2 4-STORY AFFORDABLE 84 UNITS H IG H W A Y 2 5 B E L T L IN E S T A T IO N BUILDING 1 PARKING RAMP 5' - 0" 6' - 0" 6' - 0"3' - 0"5' - 0"6' - 0"6' - 0"RETAIL 1,800 SF ENTRY ENTRY OPPORTUNITY FOR ADDITIONAL EXTERIOR ENTRIES PUBLIC SEATING N SITE PLAN 2146.02BELTLINE BLVD.05/27/2021 98 Beltline Station Development Traffic Technical Memorandum June 2021 Attachment B. Exhibits 99 Monterey AvenueMonterey AvenueNOT TO SCALEN25COUNTYPark Glen RoadPark Glen RoadLynn AvenueLynn AvenueCSAH 25 South Service RoadCSAH 25 South Service RoadOttawa AvenueOttawa AvenueBeltline B o ul e v ar d Beltline B o ul e v ar d EXHIBIT 1PROJECT LOCATIONBELTLINE STATION DEVELOPMENTLEGENDProject LocationStudy IntersectionProposed Site Access100 Monterey AvenueMonterey AvenueNOT TO SCALEN25COUNTYPark Glen RoadPark Glen RoadLynn AvenueLynn AvenueCSAH 25 South Service RoadCSAH 25 South Service RoadOttawa AvenueOttawa AvenueBeltline B o ul e v ar d Beltline B o ul e v ar d EXHIBIT 2OPENING YEAR (2024) NO-BUILD & SCENARIO 1 BUILD CONDITIONSGEOMETRY AND INTERSECTION CONTROLLEGENDStudy IntersectionProposed Site AccessSignal ControlStop ControlChannelized Right Turn** Denotes a turn lane that is not striped as a dedicated turn lane, but the roadway width provides enough space for right-turning behicles to bypass vehicles waiting to turn left. 101 NOT TO SCALE 25COUNTY EXHIBIT 3 OPENING YEAR (2024) SCENARIO 2 BUILD CONDITIONS GEOMETRY AND INTERSECTION CONTROL * LEGEND Study Intersection Proposed Site Access Signal Control Stop Control Channelized Right Turn Proposed Geometry Change * Denotes a turn lane that is not striped as a dedicated turn lane, but the roadway width provides enough space for right-turning behicles to bypass vehicles waiting to turn left. 102 Monterey AvenueMonterey AvenueNOT TO SCALEN25COUNTYPark Glen RoadPark Glen RoadLynn AvenueLynn AvenueCSAH 25 South Service RoadCSAH 25 South Service RoadOttawa AvenueOttawa AvenueBeltline B o ul e v ar d Beltline B o ul e v ar d EXHIBIT 4OPENING YEAR (2024) NO-BUILD CONDITIONSPARK & RIDE TRIP DISTRIBUTIONLEGENDStudy IntersectionProposed Site AccessRegional Trip DistributionEntering Site TrafficExiting Site TrafficX%X%X%48%40%48%2%2%50%90%10% 40% 40%40% 40%90%10%10%40%40%2%48% 103 Monterey AvenueMonterey AvenueNOT TO SCALEN25COUNTYPark Glen RoadPark Glen RoadLynn AvenueLynn AvenueCSAH 25 South Service RoadCSAH 25 South Service RoadOttawa AvenueOttawa AvenueBeltline B o ul e v ar d Beltline B o ul e v ar d EXHIBIT 5OPENING YEAR (2024) NO-BUILD CONDITIONSPARK & RIDE TRIP ASSIGNMENTLEGENDStudy IntersectionProposed Site AccessAM (PM) Peak Hour Site TrafficXX (XX)10 (55)10 (50)60 (10)5 (0)20 (105)65 (10)10 (50)10 (50) 50 (10)20 (105)15 (5)0 (10)10 (50)50 (10)104 Monterey AvenueMonterey AvenueNOT TO SCALEN25COUNTYPark Glen RoadPark Glen RoadLynn AvenueLynn AvenueCSAH 25 South Service RoadCSAH 25 South Service RoadOttawa AvenueOttawa AvenueBeltline B o ul e v ar d Beltline B o ul e v ar d EXHIBIT 6OPENING YEAR (2024) NO-BUILD CONDITIONSTOTAL TRAFFIC VOLUMES145 (300)50 (105)1,165 (750)15 (25)895 (945)355 (470)15 (15)110 (180)115 (50)190 (235) 165 (405) 180 (320)1,325 (1,075)1,025 (1,270)65 (10)LEGENDStudy IntersectionProposed Site AccessAM (PM) Peak Hour VolumesXX (XX)20 (35)10 (25)580 (935)30 (15)10 (10) 515 (925)45 (45)10 (35)0 (10)165 (110)0 (0)15 (45)45 (15)425 (850) 120 (95) 30 (10)400 (800)50 (70)35 (15)1,010 (1,255)1,290 (945)15 (15)35 (130) 20 (40)590 (960)525 (935) 50 (10) 105 Monterey AvenueMonterey AvenueNOT TO SCALEN25COUNTYPark Glen RoadPark Glen RoadLynn AvenueLynn AvenueCSAH 25 South Service RoadCSAH 25 South Service RoadOttawa AvenueOttawa AvenueBeltline B o ul e v ar d Beltline B o ul e v ar d EXHIBIT 7OPENING YEAR (2024) SCENARIO 1 BUILD CONDITIONSDEVELOPMENT TRIP DISTRIBUTION - RESIDENTIAL TRIPSLEGENDStudy IntersectionProposed Site AccessRegional Trip DistributionEntering Site TrafficX%X%LEGENDStudy IntersectionProposed Site AccessEntering Regional Trip DistributionExiting Regional Trip DistributionEntering Site TrafficExiting Site TrafficX%X%X%X%20%25%20%25% 20%25% 25% 5%45% 50% 25% 20% 5% 45%50%20%50%75%5%75%25%25%5%106 NOT TO SCALE 25COUNTY EXHIBIT 8 OPENING YEAR (2024) SCENARIO 1 BUILD CONDITIONS DEVELOPMENT TRIP DISTRIBUTION - COMMERCIAL TRIPS LEGEND Study Intersection Proposed Site Access Regional Trip Distribution Entering Site Traffic LEGEND Study Intersection Proposed Site Access Entering Regional Trip Distribution Exiting Regional Trip Distribution Entering Site Traffic Exiting Site Traffic107 NOT TO SCALE 25COUNTY EXHIBIT 9 OPENING YEAR (2024) SCENARIO 1 BUILD CONDITIONS DEVELOPMENT TRIP ASSIGNMENT - NEW EXTERNAL TRIPS LEGEND Study Intersection Proposed Site Access AM (PM) Peak Hour Site Traffic108 Monterey AvenueMonterey AvenueNOT TO SCALEN25COUNTYPark Glen RoadPark Glen RoadLynn AvenueLynn AvenueCSAH 25 South Service RoadCSAH 25 South Service RoadOttawa AvenueOttawa AvenueBeltline B o ul e v ar d Beltline B o ul e v ar d EXHIBIT 10OPENING YEAR (2024) SCENARIO 1 BUILD CONDITIONSDEVELOPMENT TRIP ASSIGNMENT - PASS-BY TRIPS(-10)(-25)(25)(10) (-10)(-15)(15)(-10)(5)(5)LEGENDStudy IntersectionProposed Site AccessPM Peak Hour Pass-By Trips*(XX)* Note: There are no pass-by trips for the proposed development during the AM peak hour.(20) (20) 109 NOT TO SCALE 25COUNTY EXHIBIT 11 OPENING YEAR (2024) SCENARIO 1 BUILD CONDITIONS TOTAL TRAFFIC VOLUMES LEGEND Study Intersection Proposed Site Access AM (PM) Peak Hour Volumes110 Monterey AvenueMonterey AvenueNOT TO SCALEN25COUNTYPark Glen RoadPark Glen RoadLynn AvenueLynn AvenueCSAH 25 South Service RoadCSAH 25 South Service RoadOttawa AvenueOttawa AvenueBeltline B o ul e v ar d Beltline B o ul e v ar d EXHIBIT 12OPENING YEAR (2024) SCENARIO 2 BUILD CONDITIONSDEVELOPMENT TRIP DISTRIBUTION - RESIDENTIAL TRIPSLEGENDStudy IntersectionProposed Site AccessRegional Trip DistributionEntering Site TrafficX%X%LEGENDStudy IntersectionProposed Site AccessEntering Regional Trip DistributionExiting Regional Trip DistributionEntering Site TrafficExiting Site TrafficX%X%X%X%10%20%35% 25% 20%40%25% 25% 5%45% 25%10%20%35%50% 25% 20% 5% 5%40%5%25% 5% 30%20%20%40%40%25%25%111 Monterey AvenueMonterey AvenueNOT TO SCALEN25COUNTYPark Glen RoadPark Glen RoadLynn AvenueLynn AvenueCSAH 25 South Service RoadCSAH 25 South Service RoadOttawa AvenueOttawa AvenueBeltline B o ul e v ar d Beltline B o ul e v ar d EXHIBIT 13OPENING YEAR (2024) SCENARIO 2 BUILD CONDITIONSDEVELOPMENT TRIP DISTRIBUTION - COMMERCIAL TRIPS50%50%20%25% 20%15%25% 25% 5%45% 25%50%20%50%LEGENDStudy IntersectionProposed Site AccessRegional Trip DistributionEntering Site TrafficX%X%LEGENDStudy IntersectionProposed Site AccessEntering Regional Trip DistributionExiting Regional Trip DistributionEntering Site TrafficExiting Site TrafficX%X%X%X%50% 25% 20% 5% 30%15%5%10%25% 5% 45%5%15%15%20%25%25%25%15%112 Monterey AvenueMonterey AvenueNOT TO SCALEN25COUNTYPark Glen RoadPark Glen RoadLynn AvenueLynn AvenueCSAH 25 South Service RoadCSAH 25 South Service RoadOttawa AvenueOttawa AvenueBeltline B o ul e v ar d Beltline B o ul e v ar d EXHIBIT 14OPENING YEAR (2024) SCENARIO 2 BUILD CONDITIONSDEVELOPMENT TRIP ASSIGNMENT - NEW EXTERNAL TRIPS125 (85)95 (55) 50 (40) 40 (25)35 (40)50 (40)85 (60)40 (25)95 (55)50 (35)35 (40)10 (10)20 (20)65 (35)55 (30)25 (15)55 (30) 10 (5) 85 (50)25 (10)65 (40)90 (50)LEGENDStudy IntersectionProposed Site AccessAM (PM) Peak Hour Site TrafficXX (XX)113 Monterey AvenueMonterey AvenueNOT TO SCALEN25COUNTYPark Glen RoadPark Glen RoadLynn AvenueLynn AvenueCSAH 25 South Service RoadCSAH 25 South Service RoadOttawa AvenueOttawa AvenueBeltline B o ul e v ar d Beltline B o ul e v ar d EXHIBIT 15OPENING YEAR (2024) SCENARIO 2 BUILD CONDITIONSDEVELOPMENT TRIP ASSIGNMENT - PASS-BY TRIPS(25)(10)(10)(-25)(25)(10) (-10)(20)(15)(-15)(-5)(5)(20) (10)(-15)(10)(-5)LEGENDStudy IntersectionProposed Site AccessPM Peak Hour Pass-By Trips*(XX)* Note: There are no pass-by trips for the proposed development during the AM peak hour.114 Monterey AvenueMonterey AvenueNOT TO SCALEN25COUNTYPark Glen RoadPark Glen RoadLynn AvenueLynn AvenueCSAH 25 South Service RoadCSAH 25 South Service RoadOttawa AvenueOttawa AvenueBeltline B o ul e v ar d Beltline B o ul e v ar d EXHIBIT 16OPENING YEAR (2024) SCENARIO 2 BUILD CONDITIONSTOTAL TRAFFIC VOLUMES210 (345)50 (105)1,180 (690)15 (25)890 (965)450 (530)10 (15)120 (190)115 (50)285 (350) 175 (415) 180 (320)LEGENDStudy IntersectionProposed Site AccessAM (PM) Peak Hour VolumesXX (XX)20 (35)10 (25)750 (1,050)30 (15)10 (10) 620 (1,050)45 (45)10 (35)0 (10)165 (110)0 (0)15 (45)45 (15)465 (870) 120 (95) 30 (10)450 (840)50 (70)55 (35)1,065 (1,290)1,315 (955)15 (15)90 (105) 20 (30)630 (980)525 (925) 100 (60)105 (135)130 (95)1,405 (1,060)1,025 (1,245)55 (55)55 (60) 115 Beltline Station Development Traffic Technical Memorandum June 2021 Attachment C. Opening Year Queueing Results Opening Year (2024) No-Build Conditions Queuing Results Intersection Control Type Approach Movement Storage Length (feet) 95th Percentile Queue (feet) AM PEAK HOUR PM PEAK HOUR CSAH 25 & Beltline Boulevard/ Ottawa Ave S Signal EB Left 300 20 50 Through 1,550 60 250 Right 350 0 0 WB Left 500 95 220 Through 1,125 175 120 Right 350 0 0 NB Left 150 75 110 Through 150 75 180 Right 150 90 205 SB Left 75 10 20 Through 75 80 120 Right 75 10 0 Beltline Blvd & CSAH 25 Service Rd Side Street Stop EB Left 625 5 60 Right 250 5 55 NB Left 275 10 145 Through 275 0 90 SB Through 150 0 5 Right 150 0 10 Beltline Boulevard & Park Glen Rd Side Street Stop EB Left 1,150 5 190 Through 1,150 5 190 Right 1,150 5 190 WB Left 1,550 5 330 Through 1,550 5 330 Right 1,550 15 255 NB Left 175 0 0 Through 800 0 210 Right 800 0 175 SB Left 175 5 35 Through 850 0 0 Right 150 0 0 116 Beltline Station Development Traffic Technical Memorandum June 2021 Opening Year (2024) No-Build Conditions Queuing Results (cont.) Intersection Control Type Approach Movement Storage Length (feet) 95th Percentile Queue (feet) AM PEAK HOUR PM PEAK HOUR CSAH 25 & Lynn Ave Signal EB Through 1,125 15 35 Right 200 0 0 WB Left 300 10 5 Through 550 5 10 NB Left 500 10 40 Right 500 10 45 117 Beltline Station Development Traffic Technical Memorandum June 2021 Opening Year (2024) Build Scenario 1 Conditions Queuing Results Intersection Control Type Approach Movement Storage Length (feet) 95th Percentile Queue (feet) AM PEAK HOUR PM PEAK HOUR CSAH 25 & Beltline Boulevard/ Ottawa Ave S Signal EB Left 300 25 55 Through 1,550 75 560 Right 350 0 100 WB Left 500 130 325 Through 1,125 185 140 Right 350 0 0 NB Left 150 70 105 Through 150 85 185 Right 150 100 210 SB Left 75 20 30 Through 75 75 150 Right 75 15 0 Beltline Blvd & CSAH 25 Service Rd Side Street Stop EB Left 625 5 65 Right 250 0 65 NB Left 275 15 165 Through 275 5 105 SB Through 150 0 15 Right 150 0 30 Beltline Boulevard & Park Glen Rd Side Street Stop EB Left 1,150 5 250 Through 1,150 5 250 Right 1,150 5 250 WB Left 1,550 5 655 Through 1,550 5 655 Right 1,550 15 480 NB Left 175 0 0 Through 800 0 440 Right 800 0 395 SB Left 175 5 100 Through 850 0 5 Right 150 0 0 118 Beltline Station Development Traffic Technical Memorandum June 2021 Opening Year (2024) Build Scenario 1 Conditions Queuing Results (cont.) Intersection Control Type Approach Movement Storage Length (feet) 95th Percentile Queue (feet) AM PEAK HOUR PM PEAK HOUR CSAH 25 & Lynn Ave Signal EB Through 1,125 45 80 Right 200 0 0 WB Left 300 25 25 Through 550 20 20 NB Left 500 70 115 Right 500 75 120 119 Beltline Station Development Traffic Technical Memorandum June 2021 Opening Year (2024) Build Scenario 2 Conditions Queuing Results Intersection Control Type Approach Movement Storage Length (feet) 95th Percentile Queue (feet) AM PEAK HOUR PM PEAK HOUR CSAH 25 & Beltline Blvd/ Ottawa Ave S Signal EB Left 300 20 70 Through 1,550 115 530 Right 350 0 5 WB Left 500 145 265 Through 1,125 210 105 Right 350 0 0 NB Left 150 115 155 Through 150 95 190 Right 150 120 215 SB Left 75 10 15 Through 75 70 175 Right 75 10 5 Beltline Blvd & CSAH 25 Service Rd Side Street Stop EB Left 625 10 145 Right 250 5 140 NB Left 225 35 125 Through 225 20 70 SB Through 150 0 10 Right 150 0 15 Beltline Blvd & Park Glen Rd Side Street Stop EB Left 1,150 - 300 Through 1,150 5 300 Right 1,150 5 300 WB Left 1,550 5 595 Through 1,550 10 595 Right 1,550 10 600 NB Left 175 20 0 Through 800 0 425 Right 800 0 375 SB Left 175 0 30 Through 850 5 0 Right 150 0 0 120 Beltline Station Development Traffic Technical Memorandum June 2021 Opening Year (2024) Build Scenario 2 Conditions Queuing Results (cont.) Intersection Control Type Approach Movement Storage Length (feet) 95th Percentile Queue (feet) AM PEAK HOUR PM PEAK HOUR CSAH 25 & Lynn Ave Signal EB Through 425 30 40 Right 225 0 0 WB Left 300 20 10 Through 550 10 10 NB Left 500 25 30 Right 500 25 35 CSAH 25 & Monterey Ave/ Site Driveway Side Street Stop EB Through 625 0 0 Right 325 0 0 WB Through 425 5 0 NB Right 450 5 5 Beltline Blvd & Site Driveway Side Street Stop WB Right 650 5 85 NB Through 575 0 70 Right 575 10 95 SB Left 225 5 15 Through 250 5 40 121 Planning commission: Regular meeting Meeting date: March 16, 2022 Agenda item: 4a 4a 9920 Wayzata Boulevard EDA land sale conformance with the comprehensive plan Location: 9808 and 9920 Wayzata Boulevard Applicant: Bigos Management & SLP Park Ventures Owner: SLP Park Ventures Recommended motions: Motion to adopt the Resolution finding the proposed EDA land sale for 9920 Wayzata Boulevard to be in conformance with the comprehensive plan of the City of St. Louis Park. Summary of request: Requested is a recommendation of approval of the resolution finding that the proposed sale of EDA property for the proposed 9920 Wayzata Boulevard Development conforms to the City of St. Louis Park comprehensive plan. The development team plans to remove the three billboards and remaining debris on the subject site and proposes to construct a six-story, 371,000 square foot, multi-family housing development. The mixed income apartment building would include a total of 233 housing units; of which 186 units (80 percent) would be leasable at market rate and 47 units (20 percent) would be affordable to households at 50 percent of area median income (AMI). The proposed development would also include numerous sustainable elements, including a roof top renewable energy solar array providing 150,000 kWh. On October 18, 2021, city council approved a comprehensive plan amendment to reguide the land use of site from office to high density residential and to rezone the site to a planned unit development. On February 23, 2022 the Metropolitan Council accepted the comprehensive plan amendment, and it has officially been placed into effect. The proposed multi-family development at 9920 and 9808 Wayzata Boulevard is in conformance with the high-density residential land use designation within the 2040 Comprehensive Plan and the PUD zoning for the site. To proceed with the EDA’s property sale for 9920 Wayzata Boulevard, the planning commission is asked to make a finding that the project is in conformance with the city’s comprehensive plan, which designates this site as high- density residential. Site information: The subject redevelopment site is approximately 3.1 acres and consists of two parcels, 9808 and 9920 Wayzata Boulevard, owned by SLP Ventures, along with adjacent rights- of-way owned by the City’s Economic Development Authority (EDA). It is located in the upper northwest quadrant of the city within the Shelard Park Neighborhood. It is bounded by the Westmarke Condominiums to the west, the MetroPoint Office Park to the north, US Highway 169 to the east, and I-394 to the south. The subject site is former lakebed and, as a result, has unstable structural soils. Any building beyond a single story will likely require extensive foundation work. A developer looking to construct multi-story buildings on the site will likely incur the following costs: soil excavation, export, and import, as well as some deep system to structurally support the building’s 122 Regular meeting meeting of March 16, 2022 (Item No. 4a) Title: 9920 Wayzata Boulevard EDA land sale conformance with the comprehensive plan foundation. Depending on the project’s density, these extraordinary costs would likely prevent most multi-story developments from achieving financial feasibility. The former Santorini’s restaurant was located on this site. It was demolished and the parcel is largely vacant with the exception of three billboards. Given its proximity to the highway interchange, it is a highly visible site. The property has been subject to occasional dumping over the years which has created a public nuisance. According to the former St. Louis Park Plan by Neighborhood Input Report, “the most critical neighborhood improvement identified [within the Northwest Neighborhood Planning Area] was decreasing public nuisances, which was primarily related to concerns about [property] maintenance.” Facilitating redevelopment of the subject site as proposed is consistent with this objective. Proposed redevelopment site for 9920 Wayzata Boulevard Site area (acres): 3.11 acres Current use: Vacant land Surrounding land uses: North: parking ramp, office park East: right-of-way South: right-of-way West: mixed-use commercial and multi- family residential Current 2040 land use guidance Current & proposed zoning RH - high density residential PUD planned unit development ROW – right of way Background: In March 2018, city council approved Bill Stoddard of SLP Venture’s applications for a plat and planned unit development (PUD) to allow redevelopment at 9808 and 9920 123 Regular meeting meeting of March 16, 2022 (Item No. 4a) Title: 9920 Wayzata Boulevard EDA land sale conformance with the comprehensive plan Wayzata Boulevard. The approvals allowed a 149-unit, six-story apartment building and 100- key, six-story hotel on the subject site. The EDA also approved a purchase and redevelopment contract with the developer, which among other things, provided for the provision of tax increment financing to enable the proposed projects to achieve financial feasibility. Later, in October 2018, the EDA approved a revised purchase and redevelopment contract with SLP Ventures which was subsequently amended on February 17, 2020. Shortly thereafter, the COVID-19 pandemic severely impacted the hospitality industry in general and the hotel market in particular. The adverse economic conditions facing hotels are projected to continue for the foreseeable future. As a result, Mr. Stoddard joined with Bigos Management and prepared a revised concept for the subject site. Present considerations: Bigos Management has an option agreement to acquire the vacant redevelopment site from Mr. Stoddard (“development team” and “Developer”). Bigos and Mr. Stoddard request tax increment financing to offset the extraordinary costs associated with constructing 9920 Wayzata Boulevard. Bigos and Stoddard also request to purchase approximately 18,440 square feet of vacated right-of-way adjoining the southwest and northeast portions of the subject site from the St. Louis Park Economic Development Authority (EDA). The development team plans to remove the three billboards and remaining debris on the subject site and construct a six-story, 371,000 square foot, multi-family housing development. The mixed income apartment building would include a total of 233 housing units; of which 186 units (80 percent) would be leasable at market rate and 47 units (20 percent) would be affordable to households at 50 percent of area median income (AMI). The proposed development would also include numerous sustainable elements, including a roof top renewable energy solar array providing 150,000 kWh. On October 18, 2021, city council approved a comprehensive plan amendment to reguide the site from office to high density residential, a preliminary and final plat, and a preliminary and final planned unit development zoning district to allow the proposed mixed income, multi- family residential development. As approved, the development exceeds the city’s inclusionary housing policy as amended in October 2021, and exceeds the city’s green building policy as amended in July 2020, including a rooftop solar array. 124 Regular meeting meeting of March 16, 2022 (Item No. 4a) Title: 9920 Wayzata Boulevard EDA land sale conformance with the comprehensive plan The EDA and city council expressed support for utilizing Tax Increment Financing for the development proposal. Because the development includes the sale of Economic Development Authority owned property, the planning commission is currently asked to find that the proposed development conforms to the city’s comprehensive plan. Comprehensive plan analysis: Staff identified the following goals in the 2040 Comprehensive Plan that are applicable to the proposed application. These goals were reviewed by the planning commission on October 6, 2021, when the commission recommended city council reguide the site from the office land use designation to high density multi-family housing to facilitate the Bigos Management development proposal. Livable communities goal 1: Provide attractive public streets, spaces and facilities that contribute to creating connections, a strong sense of community, and opportunities for community interaction. • Strategy B: Create well-defined community gateways at appropriate points where major streets cross the city’s municipal boundary, using location appropriate signage, public art, public plazas, and architecturally significant buildings. • Strategy I: Continue to reduce the level of obtrusive signage within the city by promoting a balance between aesthetics, safety, and communication needs. Livable communities goal 2: Promote building and site design that creates a connected, human scale, multimodal, and safe environment for people who live and work here. • Strategy A: Encourage quality design in new construction such as building orientation, scale, massing, and pedestrian access. Residential land use goal 1: Create a mix of residential land uses and housing types to increase housing choices, including affordable housing, and increase the viability of neighborhood services through redevelopment or infill development. • Strategy B: Promote and support the development of medium and high-density residential land uses near commercial centers and nodes. Housing goal 1: The City of St. Louis Park will promote and facilitate a balanced and enduring housing stock that offers a continuum of diverse lifecycle housing choices suitable for households of all income levels including, but not limited to affordable, senior, multi- generational, supportive and mixed income housing, disbursed throughout the city. • Strategy A: Create a broad range of housing types to provide more diverse and creative housing choices to meet the needs of current and future residents. • Strategy E: Use infill and redevelopment opportunities to assist in meeting housing goals. Housing goal 3: The city is committed to promoting quality multi-family developments, both rental and owner occupied, in appropriate locations, including near transit centers, retail and employment centers and in commercial mixed-use districts. • Strategy B: Promote high-quality architectural design in the construction of new multi- family developments. 125 Regular meeting meeting of March 16, 2022 (Item No. 4a) Title: 9920 Wayzata Boulevard EDA land sale conformance with the comprehensive plan Housing goal 4: The city is committed to creating, preserving and improving the city’s rental housing stock. • Strategy B: Promote the inclusion of family-sized units (two and three bedroom) in newly constructed multi-family developments. • Strategy C: Minimize the involuntary displacement of people of color, indigenous people and vulnerable populations, such as low-income households, the elderly and people with disabilities from their communities as neighborhoods grow and change. Housing goal 6: The city is committed to promoting affordable housing options for low- and moderate-income households. • Strategy A: Ensure affordable housing is disbursed throughout the city and not concentrated in any one area. • Strategy C: Promote the inclusion of affordable housing in new developments, including those located near the Southwest Light Rail Transit Corridor and other transit nodes, retail and employment centers and commercial mixed-use districts. Housing goal 7: Preservation, Safety and Sustainability: The city is committed to ensuring all housing is safe and well maintained. • Strategy C: Encourage the use of green building practices, energy-efficient products, and sustainable methods in both single-family and multi-family housing construction. Is the proposed sale in conformance with the city’s comprehensive plan? Based on the information presented above, the planning commission is asked to find that the proposed sale of the EDA-owned property adjoining the subject site at 9920 Wayzata Boulevard conforms to the city’s comprehensive plan. Next steps: On March 21, 2022, city council is scheduled to hold a public hearing on the establishment of the proposed 9920 Wayzata Boulevard TIF District (a housing TIF district), and the EDA and city council are scheduled to approval the TIF district plan. Recommendations: Staff recommends approval of the proposed resolution finding that the EDA sale of property therein conform to the general plans for the development and redevelopment of the City. Supporting documents: Resolution of Approval, Redevelopment Project Area Maps Prepared by: Jennifer Monson, redevelopment administrator Reviewed by: Greg Hunt, economic development manager 126 Regular meeting meeting of March 16, 2022 (Item No. 4a) Title: 9920 Wayzata Boulevard EDA land sale conformance with the comprehensive plan Planning Commission Resolution No. 22-______ Resolution concerning the conveyance of property located within the district Whereas, the City of St. Louis Park, Minnesota (the “City”) and the St. Louis Park Economic Development Authority (the “Authority”) have previously established Redevelopment Project No. 1 (the “Project”) within the City, pursuant to Minnesota Statutes, Sections 469.001 through 469.047, as amended, and Minnesota Statutes, Sections 469.090 through 469.1082, as amended; and Whereas, the City proposes to convey title to a portion of certain real property to be located in the City and legally described in Exhibit A attached hereto (the “Authority Parcels”) to the Authority for conveyance to Bigos-9920 Wayzata, LLC, a Minnesota limited liability company (the “Redeveloper”); and Whereas, the Redeveloper proposes to acquire the Authority Parcels from the Authority for purposes of constructing approximately 233 units of multifamily rental housing and approximately 203 structured parking stalls on the Authority Parcels and other property to be acquired by the Redeveloper; and Whereas, Minnesota Statutes, Section 462.356, subdivision 2 requires that the Board of Commissioners of the St. Louis Park Planning Commission (the “Planning Commission”) review the proposed acquisition or disposal of publicly owned real property within the City prior to its acquisition or disposal, to determine whether in the opinion of the Planning Commission, such acquisition or disposal is consistent with the comprehensive municipal plan; and Whereas, the Planning Commission has reviewed the proposed conveyance of the Authority Parcels to the Redeveloper, and has determined the proposed conveyance is consistent with the City’s comprehensive municipal plan; and Whereas, the Planning Commission’s review of the conveyance of the Authority Parcels relates solely to compliance with Minnesota Statutes, Section 462.356; and Whereas, the Planning Commission shall undertake a detailed review of the proposed project as part of the City’s normal planning process; and Now, therefore, be it resolved by the Board of Commissioners of the St. Louis Park Planning Commission that the proposed conveyance of the Authority Parcels is consistent with the comprehensive plan for the City and conform to general plans for development or redevelopment of the City as a whole. 127 Regular meeting meeting of March 16, 2022 (Item No. 4a) Title: 9920 Wayzata Boulevard EDA land sale conformance with the comprehensive plan Reviewed for Administration: Adopted by the Planning Commission March 16, 2022 Sean Walther, liaison Jim Beneke, chair member Attest _________________, secretary 128