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HomeMy WebLinkAbout2022/05/11 - ADMIN - Agenda Packets - Planning Commission - Regular Planning commission meeting May 11, 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 planning commission 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 – April 6, 2022 3. Hearings 3a. Xchange II Medical Office Applicant: Davis Healthcare Real Estate Services Case No.: 22-10-S, 22-11-CUP 3b. 2220 Florida Avenue S – plat and conditional use permit Applicant: Martin Bell Case No: 22-15-S, 22-21-CUP 3c. Chick-fil-A Planned Unit Development (PUD) Amendment Applicant: Todd Richards, HR Green, on behalf of Chick-fil-A Case No: 22-13-PUD 3d. Zoning ordinance amendment – electronic signs Applicant: City of St. Louis Park – operations and recreation department Case No: 22-12-ZA 4. Other Business 4a. Beltline Station Development economic development authority (EDA) land sale conformance with the comprehensive plan Applicant: Sherman Associates, Inc. 5. Communications 6. Adjournment 1 Planning commission meeting May 11, 2022 Future scheduled meeting/event dates: May 18, 2022 – planning commission regular meeting canceled June 1, 2022 – planning commission regular meeting June 15, 2022 – planning commission regular meeting July 6, 2022 – planning commission regular meeting 2 Planning commission April 6, 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, Jessica Kraft, Michael Salzer, Tom Weber Members absent: Joffrey Wilson Staff present: Gary Morrison, Sean Walther, Jennifer Monson, Laura Chamberlain Guests: Derek Reise, Executive Director STEP 1. Call to order 2. Approval of minutes – March 16 and March 23, 2022 Commissioner Salzer noted the misspelling of his last name. Commissioner Salzer made a motion, seconded by Commissioner Eckholm to approve both sets of minutes as amended. The motion passed unanimously. 3. Hearings 3a. STEP Expansion preliminary and final plat Applicant: Derek Reise on behalf of St. Louis Park Emergency Program (STEP) Case No: 22-08-S Mr. Morrison presented the staff report. Commissioner Salzer asked if the easement is changed. Mr. Morrison stated currently there are no drainage utilities along the perimeter and the easements are required for utilities and along the street, as can be accommodated. Chair Beneke opened the public hearing. There were no speakers from the public. The applicant, Mr. Reise, Executive Director of STEP, stated this is part of an expansion to serve the community and STEP appreciates the commissions consideration. Commissioner Salzer asked if there will be openings between the two buildings with the expansion. Mr. Reise stated the plan is to make two openings between the current building and the new building. One for the client-facing area and another for the warehouse area. 3 Commissioner Salzer asked if STEP will continue to use the loading dock door at the existing facility. Mr. Reise stated yes, adding there is a second door facing the alley in the new building that will also be used for incoming donations. He added there are two doors facing Library Lane, noting one will not be used going forward. Chair Beneke closed the public hearing. Commissioner Weber thanked STEP for what they do for the community. Commissioner Weber made a motion, seconded by Commissioner Salzer to recommend approval of the STEP expansion preliminary and final plat as presented by staff. The motion passed 5-0 (Commissioner Wilson absent). 4. Other Business - none 5. Communications Mr. Walther stated city council approved the first round of the Beltline Station and the Wooddale Avenue Apartments. He noted the State of the City is planned for Sunday, May 15 from 1-4 p.m. at Dakota Park and commissioners are invited to attend, as well as the public. Mr. Walther stated the April 20 meeting is cancelled and the first meeting in May will be held May 11. 6. Adjournment - 6:10 p.m. Study Session 1. Wooddale Station Development discussion Greg Anderson, Anderson Properties, the co-developer of the project introduced himself. Ahti Westphal and David Horner with DJR Architects, as well as Mark Laverty and Nate Brice with Saturday Properties were present for the discussion. Mr. Anderson stated tonight the developers and architect firm would like feedback from the Planning Commission, prior to them submitting their proposal to the city. Mr. Laverty noted their firm was involved in the Nolan Mains development in Edina. He stated everything is designated for bikes and pedestrian traffic at the Wooddale Station site, noting there will also be retail, deliveries and vehicle entrances. He noted access to parking and surface parking will be included, for businesses in the development. 4 Ms. Monson pointed out the entrance into the development off 36th Street will only be for commercial businesses and not for the residential units. Mr. Westphal presented several projects DJR has done in St. Louis Park including Bridgewater Bank building on Excelsior Boulevard. He noted they wanted feedback on the desire for the city wanting more iconic art on the facade and within the courtyard area, to connect it to the landscaping of the light rail. He noted the courtyard area presents great opportunity, noting they are working on some ideas there and with stormwater. Commissioner Weber asked if the middle block will be redeveloped in this location eventually also. Mr. Walther stated yes that is expected over time per the Elmwood Neighborhood plan. This was discussed and reinforced with the streetscape in the area, as well as new stormwater management, and street design changes. He noted some industrial design elements have been incorporated into the amenities and buildings. Commissioner Eckholm stated he would like to see something that resembles buildings in the north loop of Minneapolis. He added he would like to see electric chargers included and incentivizing folks to park there. He stated he likes the plaza inspired by the Bridgewater Bank site, which turned out well. Commissioner Weber asked if there will be pedestrian access near the light rail platform and also near the plaza. Mr. Walther clarified on the drawing where pedestrian traffic to and from the LRT platform would be located. Commissioner Weber stated he was asking related to pedestrian safety as it relates to the light rail platform. Mr. Walther stated the driveway around the building will be wide enough to accommodate for drop-offs to the light rail as well, though the designated space to do so in the LRT plans is on Yosemite. Commissioner Kraft asked about the crosswalk and dropping off across the street from the light rail. Mr. Walther stated drop offs would be best avoided at Wooddale Avenue and 36th Street and elements in the landscaping may help deter that. Commissioner Weber asked if Nash Frames was an iconic corner and if they have a place in the city’s history, is there a way to use the name of the building in the new development. He asked also about the Skippy factory, and if that could be incorporated also. He stated he loves and appreciates when the history of the area can play into a new development. Mr. Laverty noted how the windows will also be weighed against the landscape and how the reflectivity can be incorporated into the buildings as well. Commissioner Kraft added she likes the idea of the facades with ribbon windows and different sizes, which is not similar to other buildings in the area. She added she likes interesting ways to break up the facades and the green space proposed an area that can be used by the nearby daycare. 5 Chair Beneke added he would like the development to be different and not similar to the others in the area. He noted he would like to see solar panels added, as well. The developer stated the proposals will be submitted to the city by the end of April so they are working to get as much feedback as possible prior to then. He added 20% of the units will be affordable. He stated construction could begin as early as March or April of 2023. Ms. Monson stated the plaza levels help to make it more activated. Commissioner Eckholm agreed adding this can also create more intimacy in the plaza space. It was noted a 2nd community workshop will be held at city hall next week and all are encouraged to attend. Mr. Walther noted two attached written reports for the commission’s review. 2. Comprehensive plan implementation – diversity, equity, and inclusion policy report 3. Comprehensive plan implementation update – housing activity report Commissioner Weber asked if ADUs status within the city should be added to the housing activity report so folks do not forget it exists. Mr. Walther stated the ADUs information will be brought back to the commission and council with a progress report in 2022. 4. Communications Mr. Walther noted that Commissioner Wilson has decided not to reapply for a position on the commission after his term is up at the end of May. Mr. Walther stated two commissioners will be appointed by the city council from the pool of applicants, with alternates possible also. 5. Adjournment – 7:20 p.m. ______________________________________ ______________________________________ Sean Walther, liaison Jim Beneke, chair member 6 Planning commission: Regular meeting Meeting date: May 11, 2022 Agenda item: 3a 3a XChange II Medical Office Location: 6301 Wayzata Boulevard, 1332, 1336, and 1342 Colorado Avenue S, and 1343 Dakota Avenue S Case Number: 22-10-S, 22-11-CUP Applicant/Owner: Davis Healthcare Real Estate Services Review Deadline: 60 days: June 10, 2022 120 days: August 9, 2022 Recommended motions: Chair to open the public hearing, take testimony, and close the public hearing. Motion to recommend approval of the preliminary and final plat and conditional use permit subject to the conditions recommended by staff. Summary of request: Davis Healthcare Real Estate Services proposes a preliminary and final plat and a conditional use permit to construct a two-story building (first floor/underground parking and main floor medical office), providing 17,000 square feet of medical office space for one or more tenants. Site information: Project Site 7 Regular meeting of May 11, 2022 (Item No. 3a) Title: XChange II Medical Office Site area (acres): 1.23 Current use: Surrounding land uses: Office, learning center North: right-of-way (Wayzata Boulevard and Interstate 394) East: office South: multi-family residential West: office Current 2040 land use guidance: Current zoning: OFC- office O office Overlay districts: Floodplain district Traffic demand management district - Zone B Background: The proposed development site is a combination of five separate lots with existing one and two-story commercial buildings on the south side of Wayzata Boulevard, situated between Colorado Avenue to the east, Dakota Avenue to the west, and 14th Street West to the south. The two existing buildings and parking lot will be demolished. Present considerations: The applicant requests the city: 1. Approve a preliminary and final plat to combine five lots into one lot. 2. Approve a conditional use permit to allow for the underground parking level of the building to be built below the regulatory flood protection elevation in a floodplain. Preliminary and final plat: Davis Healthcare Real Estate requests a preliminary and final plat to combine five lots into one lot. Lots: The plat proposal will create one lot. Lot 1, Block 1, XChange MOB II will have a lot area of 1.23 acres or 53,542 square feet. Easements: The plat provides drainage and utility easements along all property lines per city code, including ten feet wide easements along public right-of-way and five feet wide easements along internal property lines. An easement will be required along Colorado Avenue for the portion of the 5 feet wide sidewalk that lies outside of the public right-of-way. Right of way: No additional right-of-way is being dedicated as part of this application. Park dedication: The properties were previously platted lots in the John A Johnson’s Addition; no additional park dedication is required at this time. Staff find the preliminary and final plat meet the city requirements. 8 Regular meeting of May 11, 2022 (Item No. 3a) Title: XChange II Medical Office Zoning analysis: The applicant seeks approvals to construct a 17,000 square foot, two-story medical office building with 53 surface parking spaces, 27 underground parking spaces, for a total of 80 spaces. Medical office buildings are permitted in the O – office zoning district, however, additional approvals are required for the proposed development. The development requires a conditional use permit to construct a building below the regulatory flood protection elevation (RFPE) within the floodplain. Floodplain: Most of this property lies within the Federal Emergency Management Agency (FEMA) Floodzone A. Floodzone A, is a portion of the 100-year floodplain and FEMA’s flood map delineations are not precise. Floodzone A requires local jurisdictions to use the best available data to determine the base flood elevation for an area. The base flood elevation in this area is 876 feet above sea level. Compensatory flood storage is required onsite for portions of the site that are below the base flood elevation. The applicant is proposing to provide flood storage both in a storm vault underneath the surface parking lot (67%) and above ground in areas between 874 feet and 876 feet (33%), primarily the eastern portion of the surface parking lot and west of the building. Sec. 36-297(c) allows for any structure that is not elevated on fill about the regulatory flood protection elevation (RFPE) to be approved as a conditional use permit. All areas or nonresidential structures, including basements, to be placed below the RFPE must be floodproofed in accordance with the structurally dry floodproofing classifications in the State Building Code. Structurally dry floodproofing must meet the FP1 or FP2 floodproofing classification in the State Building Code, which requires making the structure watertight with the walls substantially impermeable to the passage of water and with structural components capable of resisting hydrostatic and hydrodynamic loads and the effects of buoyancy. Traffic demand management district: The cities of St. Louis Park and Golden Valley have a joint powers agreement and administer travel demand management (TDM) overlay districts in both cities along the Interstate 394 corridor. All developments in a TDM district which contain more than 0.6 square foot of gross floor area per each square foot of land area within a lot or parcel, also known as the floor area ratio (FAR), in the I-394 corridor, are subject to TDM requirements. If a development exceeds this threshold, a conditional use permit with additional conditions related to traffic management is required. The proposed building will result in a FAR of 0.32, so the project does not trigger any additional TDM district requirements and no TDM fees are required for this project. The following table provides further zoning information for the project. Further project details are provided below. Factor Required Proposed Met? Use Medical and dental offices (use permitted with conditions) - intensity Medical office Yes 9 Regular meeting of May 11, 2022 (Item No. 3a) Title: XChange II Medical Office Factor Required Proposed Met? classification shall not exceed 6 Height 20 stories or 240 feet, the lesser of 2 stories, 20 feet Yes Building materials At least 60% Class I materials North: 72% Class I materials East: 74% Class I materials South: 72% Class I materials West: 93% Class I materials Yes Floor area ratio (FAR) Maximum 1.5 0.59 Yes TDM overlay district Maximum 0.6 0.32 Yes Setbacks Front: 20 feet or equal to building height Side (east, abutting street): 15 feet Side (west, half building height): 11.5 feet Rear: 15 feet Front: 20 feet Side (east, abutting street): 15 feet Side (west, half building height): 15 feet Rear: 112 feet Yes Off-street parking Medical or dental office (1 for every 200sf); 10% reduction for transit line: 77 stalls Surface stalls: 53 Garage stalls: 27 Total stalls: 80 Yes Electric vehicle charging station (EVCS) Level 2: 4 stations plus 50% of stalls (39) with conduit for future Level 2 ESVE Level 2: 2 surface parking stations 2 garage stations Plus conduit for 20 future spaces in garage and 19 future spaces in lot Yes Bicycle parking 10% of the vehicle parking space requirement, but not less than four bicycle parking spaces (8 spaces) 10 spaces (5 bike racks) Yes Landscaping- number of trees and shrubs Trees 17 Shrubs 102 Trees Canopy trees: 22 Ornamental trees: 7 Shrubs 102 Yes Refuse handling Full screening and compliance with city’s solid waste ordinance Trash enclosure proposed on southwest corner of parking lot Yes Stormwater management Meet city, watershed, and state requirements Site will meet requirements Yes 10 Regular meeting of May 11, 2022 (Item No. 3a) Title: XChange II Medical Office Factor Required Proposed Met? Mechanical equipment Full screening required Site will meet requirements Yes Building design: The building design complies with the city’s architectural material standards with a minimum of 60% class 1 materials on all building elevations including brick, stone, and glass. Parking: Per zoning code, a parking discount of 10% can be applied to the development due to the proximity of Metro Transit’s Route 645 bus route that travels from Mound to downtown Minneapolis. The zoning code requires 77 off-street parking spaces. The project provides 80 off- street parking spaces. The proposed parking area includes four spaces with electric vehicle charging stations (two indoor and two outdoor). In addition, conduit will be installed for up to 20 future EVCS spaces within the underground parking level. For non-residential uses, all new or reconstructed parking structures or lots with at least 50 parking spaces, or expanded parking structures or lots that result in a parking lot with 50 or more parking spaces, shall install a minimum of 5% of required parking as Level 2 stations with a minimum of two spaces served by Level 2 charging, with at least one station adjacent to an accessible parking space. In non-residential zoned districts, DC charging stations may be installed to satisfy the EVCS requirements described above on a one-for-one basis. This development’s proposed 80 parking spaces requires a minimum of four EVCS spaces. Additionally, 50% of required parking (39 spaces) are required to have conduit for future EV charging stations. The applicant has provided 39 spaces with such conduit. The project meets vehicular, bicycle, and electric vehicle parking requirements. Lighting: The applicant submitted a lighting plan as part of the application that shows illumination exceeding 1.0 footcandles onto adjacent properties and right of way; this does not meet city standards. As a condition of approval, they are required to resubmit plans to show lighting does not exceed 1.0 footcandles on any property line. Signs: A preliminary sign plan was submitted with this application, which appears to meet all sign requirements in the zoning ordinance. A separate sign permit will be required before any new signs may be installed on the site. Designed Outdoor Recreation Area (DORA): In the O – Office zoning district, DORA is required at 12% the gross floor area of the building or 12% of the lot area, whichever is larger. The lot area is 53,547 square feet. The DORA requirement is then 12% of the lot area, or 6,426 square feet. The project meets this requirement by providing 6,509 square feet of DORA in the front and east side yards. Conditional use permit: The project must meet the following general requirements for conditional use permits: 11 Regular meeting of May 11, 2022 (Item No. 3a) Title: XChange II Medical Office 1. Consistency with city plans. The use of this property for medical office is consistent with and supportive of principles, goals, objectives, land use designations, redevelopment plans, neighborhood objectives, and implementation strategies of the comprehensive plan. The property is guided for “Office” in the Comprehensive Plan which allows the proposed medical office use. This condition is met. 2. Nuisance. The project is not detrimental to the health, safety, morals, and general welfare of the community as a whole. It will not have undue adverse impacts on the use and enjoyment of properties, existing and anticipated traffic conditions, parking facilities on adjacent streets, and values of properties near the conditional use. Staff are not aware of any complaints regarding the current office uses, and do not anticipate negative effects from the proposed medical office use. The current buildings are in poor condition and not very marketable. This development will improve several properties. This condition is met. 3. Compliance with code. The project is consistent with the regulations, intent and purpose of City Code and the zoning district in which the uses are located. 4. Consistency with service capacity. The project will not have undue adverse impacts on governmental facilities, services or improvements which are either existing or proposed. Services will not be impacted by the proposed medical office development. 5. Site design. The project plans are consistent with the design and other requirements of site and landscape plans prepared by or under the direction of a professional landscape architect or civil engineer registered in the state and adopted as part of the conditions imposed on the use by the city council. The site design meets the city’s requirements. 6. Consistency with utilities. The project is consistent with all city stormwater, sanitary sewer, and water plans. Specific standards for floodplain conditional uses: 1. All areas of nonresidential structures, including basements, to be placed below the regulatory flood protection elevation must be floodproofed in accordance with the structurally dry floodproofing classifications in the State Building Code. Structurally dry floodproofing must meet the FP1 or FP2 floodproofing classification in the State Building Code, which requires making the structure watertight with the walls substantially impermeable to the passage of water and with structural components capable of resisting hydrostatic and hydrodynamic loads and the effects of buoyancy. 2. Alternative elevation methods other than the use of fill may be utilized to elevate a structure's lowest floor above the regulatory flood protection elevation. The base or floor of an enclosed area shall be considered above-grade and not a structure’s basement or lowest floor if: 1) the enclosed area is above-grade on at least one side of the structure; 2) it is designed to internally flood and is constructed with flood resistant materials; and 3) it is used solely for parking of vehicles, building access or storage. The above-noted alternative elevation methods are subject to the following additional standards: a. Design and certification - The structure’s design and as-built condition must be certified by a registered professional engineer as being in compliance with the general design standards of the State Building Code and, specifically, that all electrical, heating, ventilation, plumbing and air conditioning equipment and other service facilities must be at or above the regulatory flood protection 12 Regular meeting of May 11, 2022 (Item No. 3a) Title: XChange II Medical Office elevation or be designed to prevent flood water from entering or accumulating within these components during times of flooding. b. Specific standards for above-grade, enclosed areas - Above-grade, fully enclosed areas such as crawl spaces or tuck under garages must be designed to internally flood and the design plans must stipulate: i. The minimum area of openings in the walls where internal flooding is to be used as a floodproofing technique. There shall be a minimum of two openings on at least two sides of the structure and the bottom of all openings shall be no higher than one foot above grade. The automatic openings shall have a minimum net area of not less than one square inch for every square foot of enclosed area subject to flooding unless a registered professional engineer or architect certifies that a smaller net area would suffice. The automatic openings may be equipped with screens, louvers, valves, or other coverings or devices provided that they permit the automatic entry and exit of flood waters without any form of human intervention; and ii. That the enclosed area will be designed of flood resistant materials in accordance with the FP3 or FP4 classifications in the State Building Code and shall be used solely for building access, parking of vehicles or storage Public outreach: All property owners within 350 feet of the property were mailed notices of the public hearing. A legal notice was published in the official newspaper regarding the public hearing. Project and meeting information was shared on the city website. A “proposed development” sign with contact information was posted on the property. At the time of this report 1 person submitted written comments about the project, which are attached to this report. Next steps: The council is scheduled to consider the application on June 6, 2022. Recommendations: Staff recommends approval of the XChange II Preliminary and Final Plat subject to the following conditions: 1. The site shall be developed, used and maintained in accordance with the conditions of this 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 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. 13 Regular meeting of May 11, 2022 (Item No. 3a) Title: XChange II Medical Office b. A Planning Development Contract shall be executed between the city and developer that addresses, at a minimum: i. The installation of all public improvements including, but not limited to: sidewalks, boulevards, and the execution of necessary easements related to such improvements. ii. A performance guarantee 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 (sidewalks and boulevards), placement of iron monuments at property corners, and the private site stormwater management system and landscaping. iii. The applicant shall reimburse City Attorney’s fees in drafting/reviewing such documents as required in the final plat approval. iv. The Mayor and City Manager are authorized to execute the Planning Development Contract. c. Assent Form and Official Exhibits shall be signed by the applicant and property owner. 4. Prior to starting any land disturbing activities, the following conditions shall be met: a. Proof of recording the final plat shall be submitted to the City. b. Assent Form and Official Exhibits shall be signed by the applicant and property owner. c. A preconstruction meeting shall be held with the appropriate development, construction, private utility, and city representatives. d. All necessary permits shall be obtained. e. A performance guarantee in the form of cash escrow or irrevocable letter of credit shall be provided to the City of St. Louis Park in the amount of 125% of the cost for all public improvements (street, sidewalks, boulevards, utility, etc.) and landscaping. 5. The on-site underground storm water management systems shall be privately-owned and privately maintained. Access to the system shall be provided to the city for clean- out and inspection purposes when warranted. Staff recommends approval of the conditional use permit subject to the following conditions: 1. Prior to city council consideration of the application, the applicant shall resubmit lighting plans to show lighting does not exceed 1.0 footcandles on any property line. 2. Prior to city council consideration of the application, the applicant shall resubmit demolition plans to show tree and shrub removal schedule for vegetation on west side of property and the existing significant tree on Colorado Avenue South. and either account for the removal of these trees in tree removal calculations, or show tree protection plans. 3. Prior to consideration of the application, the applicant shall resubmit landscaping plans to show screening of the east yard of the parking lot. 14 Regular meeting of May 11, 2022 (Item No. 3a) Title: XChange II Medical Office 4. An elevation certificate will be required to verify the building’s grade above the flood elevation. Additionally, all portions of the building located within the floodplain will be required to be floodproofed. 5. A public easement in favor of the City shall be put in place for the portion of the sidewalk that lies outside of the public right-of-way along Colorado Avenue. 6. The site shall be developed, used and maintained in accordance with the conditions of this ordinance, approved official exhibits and city code. 7. Construction and staging information will be provided to staff for review and approval before building permits are issued. 8. All new utility service structures shall be buried. 9. 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. 10. Prior to issuance of building permits, the following conditions shall be met: a. Final construction plans for all public improvements and private stormwater system shall be signed by a registered engineer and approved by the city engineer. b. 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 (sidewalks and boulevards), placement of iron monuments at property corners, and the private landscaping and irrigation systems. 11. 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. 15 Regular meeting of May 11, 2022 (Item No. 3a) Title: XChange II Medical Office g. Temporary electric power connections shall not adversely impact surrounding neighborhood service. 12. Prior to the issuance of any permanent certificate of occupancy permit the public improvements, private utilities, site landscaping and irrigation, and storm water management system shall be installed in accordance with the official exhibits. 13. Upon city approval of and acceptance of the public sidewalks, the developer shall provide a one-year warranty and cash escrow or letter of credit for 25% of the final construction costs of the public sidewalk. 14. As-builts must be submitted to the city the comply with the city engineering specifications within 30 days of the final certificate of occupancy. 15. In addition to any other remedies, the developer or owner shall pay an administrative fee of $750 per violation of any condition of this approval. 16. The conditional use permit shall be revoked and cancelled if the building or structure for which the conditional use permit is granted is removed. Supporting documents: preliminary and final plat exhibits, civil and architectural exhibits, site renderings, comments from agencies and utility providers, comments submitted by public for public hearing Prepared by: Natalie Brown, planner, HKGi Jeff Miller, associate, HKGi Reviewed by: Laura Chamberlain, senior planner Sean Walther, planning manager 16 5 4 5 CADD files prepared by the Consultant for this project are instruments of the Consultant professional services for use solely with respect to this project. These CADD files shall not be used on other projects, for additions to this project, or for completion of this project by others without written approval by the Consultant. With the Consultant's approval, others may be permitted to obtain copies of the CADD drawing files for information and reference only. All intentional or unintentional revisions, additions, or deletions to these CADD files shall be made at the full risk of that party making such revisions, additions or deletions and that party shall hold harmless and indemnify the Consultant from any & all responsibilities, claims, and liabilities. PLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL 7200 Hemlock Lane, Suite 300 Maple Grove, MN 55369 763.424.5505 www.loucksinc.com Plotted: 05 /03 / 2022 12:10 PMW:\2015\15577\CADD DATA\SURVEY\_dwg Sheet Files\15577A-PrePlatOUCKSL CADD QUALIFICATION QUALITY CONTROL PROFESSIONAL SIGNATURE SUBMITTAL/REVISIONS XCHANGE MOB II ST LOUIS PARK, MN 55416 33 SOUTH 6TH STREET SUITE 4650 MINNEAPOLIS, MN 55402 N SCALE IN FEET 0 20 40 SPOT ELEVATION SIGN LIGHT POLE POWER POLE WATER MANHOLE / WELL CATCH BASIN CONTOUR CONCRETE CURB STORM SEWER SANITARY SEWER UNDERGROUND CABLE TV UNDERGROUND FIBER OPTIC WATERMAIN UNDERGROUND ELECTRIC CONCRETE CABLE TV PEDESTAL ELECTRIC TRANSFORMER TELEPHONE PEDESTAL ELECTRIC MANHOLE UTILITY MANHOLE ELECTRIC METER GAS METER HAND HOLE UNDERGROUND TELEPHONE UNDERGROUND GAS SANITARY SEWER SERVICE WATER SERVICE YARD LIGHT GUY WIRE GAS VALVE GUARD POST ELM HACKBERRY MAPLE CONIFEROUS TREE DECIDUOUS TREE OVERHEAD UTILITY ELEV @ THRESHOLD GUARDRAIL / HANDRAIL ROOF DRAIN ELECTRIC OUTLET TREE LINE CLEANOUT PARKING STALL COUNT CURB STOP DISABLED PARKING STALL TOP OF CURB FOUND 1/2 INCH OPEN IRON VAULT PAVERS FOUND PK NAIL AIR CONDITIONING UNIT TOP NUT HYDRANT SPLIT RAIL FENCE 1 SCHEDULE B II ITEM SPIGOT 2 EXISTING BUILDING RETAINING WALL STORM MANHOLE SANITARY MANHOLE HYDRANT MONUMENT NO PARKING FIRE CONNECTION BITUMINOUS CURB CUT UTILITY VALVE RECORD DIMENSION PER PLAT GUY POLE License No. Date I hereby certify that this survey, plan or report was prepared by me or under my direct supervision and that I am a duly Licensed Land Surveyor under the laws of the State of VICINITY MAP Field Crew Max L. Stanislowski - PLS 48988 Project Lead Drawn By Checked By Loucks Project No. Minnesota. 15577A MLS SFM MLS DJP 03/03/22 SURVEY LEGEND 03/03/22 SURVEY ISSUED LAST ISSUED BY STEVE HOUGH 05/03/22 CITY COMMENTS PRELIMINARY PLAT 1 OF 1 SITE Lots 12, 13, 14, 15, 16, 17, 18 and 19, Block 2, JOHN A JOHNSON'S ADDITION. Hennepin County, Minnesota Abstract and Torrens Property LEGAL DESCRIPTION GENERAL NOTES SURVEYOR: Loucks 7200 Hemlock Lane, Suite 300 Maple Grove, MN 55330 763-424-5505 1. Preliminary plat of XCHANGE MOB II 2. Prepared March 3, 2022. 3. The addresses, as disclosed in documents provided to the surveyor, obtained by the surveyor, or observed while conducting the fieldwork are 6301 Wayzata Blvd, 1332 Colorado Ave S, 1336 Colorado Ave S, 1342 Colorado Ave S and 1343 Dakota Ave S, St Louis Park, Minnesota 55416. 4. The bearings for this survey are based on the Hennepin County Coordinate System NAD 83 (1986 Adjust). 5. Benchmark: MnDOT - 2789 N In Saint Louis Park, 0.4 mile west of I-394 South Frontage Road from Vernon Avenue, then 100 feet south on railroad, station is chiseled X on top of northeast bolt in concrete base of Electrical Transmission Tower 8 Elevation = 890.86 feet (NGVD29) Site Benchmark: Top nut of hydrant located at intersection of Colorado Ave. S & 14th St., as shown hereon. Elevation = 881.00 feet (NGVD29) 6. This property is contained in Zone A (no base elevations determined) and Zone X (areas determined to be outside the 0.2% annual chance floodplain) per Flood Insurance Rate Map No. 27053C0351F, Community Panel No. 270184 0351 F, effective date of September 4, 2016. 7. The Gross land area is 53,542 +/- square feet or 1.23 +/- acres. 8. The field work was completed on February 9, 2022. OWNER/DEVELOPER: DAVIS 33 South 6th Street, Suite 4650 Minneapols, MN 55402 612-341-3242 Current Zoning: O (Office District) Any zoning classification, setback requirements, height and floor space area restrictions, and parking requirements, shown hereon, was researched to the best of our ability and is open to interpretation. Per the City of St. Louis Park Zoning Map and City Code, on March 2, 2022, information for the subject property is as follows: Current Setbacks: Front 20 feet or a distance equal to building height, whichever is greater. Side 15 feet Rear 15 feet for buildings under 40 feet. Buildings over 40 feet shall be half the building height. Height 20 stories or 240 feet ZONING INFORMATION TOP OF WALL 17 KNOW ALL PERSONS BY THESE PRESENTS: That Xchange MOB II LLC, a Minnesota limited liability company, owner of the following described property situated in the County of Hennepin, State of Minnesota, to wit: Lots 12, 13, 14, 15, 16, 17, 18 and 19, Block 2, JOHN A JOHNSON'S ADDITION Has caused the same to be surveyed and platted as XCHANGE MOB II, and does hereby dedicate to the public for public use the drainage and utility easements as created by this plat. In witness whereof said Xchange MOB II LLC, a Minnesota limited liability company, has caused these presents to be signed by its proper officer this _______ day of _________________________, 20______. XCHANGE MOB II LLC ___________________________________ ______________________________________________ Signature Printed Name, Title STATE OF ______________________ COUNTY OF ____________________ This instrument was acknowledged before me this ________ day of _________________________, 20______, by ________________________, as ______________________ of Xchange MOB II LLC, a Minnesota limited liability company, on behalf of the company. ___________________________________ ______________________________________________ Signature Printed Name, Notary Notary Public, _______________________ County, ______________________ My Commission Expires _________________________ SURVEYORS CERTIFICATION I Steven F. Hough do hereby certify that this plat was prepared by me or under my direct supervision; that I am a duly Licensed 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 plat have been, or will be correctly set within one year; that all water boundaries and wet lands, as defined in Minnesota Statutes, Section 505.01, Subd. 3, as of the date of this certificate are shown and labeled on this plat; and all public ways are shown and labeled on this plat. Dated this ________ day of _________________________, 20______. ______________________________________________ Steven F. Hough, Licensed Land Surveyor Minnesota License No. 54850 STATE OF MINNESOTA COUNTY OF HENNEPIN This instrument was acknowledged before me this ________ day of _________________________, 20______, by Steven F. Hough. ___________________________________ ______________________________________________ Signature Printed Name, Notary Notary Public, ______________________ County, Minnesota My Commission Expires January 31, 2025 LOUCKS SHEET 1 OF 2 SHEETS CITY COUNCIL, CITY OF ST. LOUIS PARK, MINNESOTA This plat of XCHANGE MOB II was approved and accepted by the City Council of the City of City Name, Minnesota, at a regular meeting thereof held this ________ day of _________________________, 20______, and said plat is in compliance with the provisions of Minnesota Statutes, Section 505.03, Subdivision 2. City Council, City of St. Louis Park, Minnesota By: ________________________________________, Mayor By: _________________________________________, Clerk RESIDENT AND REAL ESTATE SERVICES, Hennepin County, Minnesota I hereby certify that taxes payable in 20______ and prior years have been paid for land described on this plat, dated this ________ day of _________________________, 20______. Mark V. Chapin, County Auditor By: ________________________________________, Deputy SURVEY DIVISION, Hennepin County, Minnesota Pursuant to Minnesota Statutes Section 383B.565 (1969), this plat has been approved this ________ day of _________________________, 20______. Chris F. Mavis, County Surveyor By: ________________________________________ REGISTRAR OF TITLES, Hennepin County, Minnesota I hereby certify that the within plat of XCHANGE MOB II was filed in this office this ________ day of _________________________, 20______, at ______ o'clock _____.M. Martin McCormick, Registrar of Titles By: ________________________________________, Deputy COUNTY RECORDER, Hennepin County, Minnesota I hereby certify that the within plat of XCHANGE MOB II was recorded in this office this ________ day of _________________________, 20______, at ______ o'clock _____.M. Martin McCormick, County Recorder By: ________________________________________, Deputy R.T. DOC. NO. C.R. DOC. NO. 18 LOUCKS SHEET 2 OF 2 SHEETS BEING 5 FEET IN WIDTH, UNLESS OTHERWISE INDICATED AND ADJOINING LOT LINES, AND BEING 10 FEET IN WIDTH, UNLESS OTHERWISE INDICATED, AND ADJOINING RIGHT-OF-WAY LINES, AS SHOWN ON THE PLAT. DRAINAGE AND UTILITY EASEMENTS ARE SHOWN THUS: BEARINGS ARE BASED ON THE WEST LINE OF SW 1/4, SEC 4, TWP 117, RNG 21 HAVING A BEARING OF SOUTH 2°08'52" WEST. DENOTES FOUND 1/2 INCH IRON MONUMENT DENOTES FOUND HENNEPIN COUNTY CAST IRON MONUMENT N DENOTES FOUND "PK NAIL" ( P) DENOTES DATA PER PLAT OF "John A. Johnsons Addition" (M) DENOTES MEASURED DATA SCALE IN FEET 0 30 60 R.T. DOC. NO. C.R. DOC. NO. 19 5 4 5 REMOVE VEG/BRUSH WITHIN PROPERTY LINE REMOVE EXISTING BITUMINOUS PAVEMENT REMOVE CONCRETE APRONS AND CURB TAPERS REMOVE WALL REMOVE WALLS/ LANDSCAPE/AND SPECIALTY PAVEMENT REMOVE EXISTING BITUMINOUS PAVEMENT REMOVE BIT. CURBING REMOVE WOOD RETAINING WALL REMOVE EXISTING BITUMINOUS PAVEMENT REMOVE CONCRETE APRONS AND CURB TAPERS CLEAR AND GRUB CONTRACTOR TO REMOVE/ABANDON/CAP ALL BUILDING SERVICES. REMOVALS TO MEET ALL APPLICABLE CITY AND STATE REQUIREMENTS. COORDINATE W/ CITY FOR EXTENTS OF REMOVALS, DISCONNECTIONS AT THE MAIN LINES, AND SEQUENCE OF TIMING. CONTRACTOR TO REMOVE/ABANDON/CAP ALL BUILDING SERVICES. REMOVALS TO MEET ALL APPLICABLE CITY AND STATE REQUIREMENTS. COORDINATE W/ CITY FOR EXTENTS OF REMOVALS, DISCONNECTIONS AT THE MAIN LINES, AND SEQUENCE OF TIMING. REMOVE STAIRS, CONCRETE PAD, FENCING, LOADING DOCK REMOVE CURB REMOVE WALL REMOVE CONCRETE APRONS AND CURB TAPERS REMOVE SIGN, LANDSCAPING, LIGHTING REMOVE WALL REMOVE CURB/GUTTER REMOVE CONCRETE APRONS AND CURB TAPERSREMOVE WALL REMOVE CONCRETE WALK REMOVE CONCRETE REMOVE OVERHEAD POWER, DISCONNECT PER CITY AND POWER COMPANY REGULATIONS REMOVE POWER POLE REMOVE SIGN-TYP REMOVE CURB/ GUTTER SAWCUT AND REMOVE BITUMINOUS (FULL ROAD WIDTH) INSTALL TREE PROTECTION FENCE PRIOR TO SITE DEMO-TYP INSTALL TREE PROTECTION FENCE PRIOR TO SITE DEMO-TYP INSTALL TREE PROTECTION FENCE PRIOR TO SITE DEMO-TYP REMOVE EXISTING CONIFER TREES SAWCUT AND REMOVE BITUMINOUS (FULL ROAD WIDTH) SAWCUT AND REMOVE BITUMINOUS (FULL ROAD WIDTH) DISCONNECT WATER SERVICE AT MAIN PER CITY STANDARDS DISCONNECT WATER SERVICE AT MAIN & REMOVE VALVE PER CITY STANDARDS PROTECT REMAINING WOOD RETAINING WALL FROM DAMAGE PROTECT REMAINING WOOD RETAINING WALL FROM DAMAGE N SCALE IN FEET 0 20 40 03/07/22 CITY SUBMITTAL 04/11/22 CITY SUBMITTAL 05/03/22 CITY RE-SUBMITTAL Review Date SHEET INDEX License No. Date I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota. PJ Disch - PE 49933 Project Lead Drawn By Checked By Loucks Project No.15577B PJD DDL PJD 05/03/22 - LOUCKS W:\2015\15577B\CADD DATA\CIVIL\_dwg Sheet Files\C1-1 Demo PlanPlotted: 05 /03 / 2022 2:32 PM7200 Hemlock Lane, Suite 300 Maple Grove, MN 55369 763.424.5505 www.loucksinc.com PLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL SUBMITTAL/REVISIONS PROFESSIONAL SIGNATURE QUALITY CONTROL CADD files prepared by the Consultant for this project are instruments of the Consultant professional services for use solely with respect to this project. These CADD files shall not be used on other projects, for additions to this project, or for completion of this project by others without written approval by the Consultant. With the Consultant's approval, others may be permitted to obtain copies of the CADD drawing files for information and reference only. All intentional or unintentional revisions, additions, or deletions to these CADD files shall be made at the full risk of that party making such revisions, additions or deletions and that party shall hold harmless and indemnify the Consultant from any & all responsibilities, claims, and liabilities. CADD QUALIFICATION XCHANGE II MEDICAL OFFICE BUILDING St. Louis Park, MN 33 SOUTH 6TH STREET, SUITE 4650 MINNEAPOLIS, MN 55402 C1-1 C2-1 C3-1 C3-2 C3-3 C4-1 C4-2 C8-1 C8-2 L1-1 L1-2 DEMOLITION PLAN SITE PLAN GRADING PLAN SWPPP SWPPP NOTES SANITARY & WATERMAIN STORM SEWER CITY DETAILS CIVIL DETAILS LANDSCAPE PLAN LANDSCAPE PLAN & DETAILS DEMOLITION PLAN C1-1 TOLL FREE: 1-800-252-1166 TWIN CITY AREA: 651-454-0002 Gopher State One Call CALL BEFORE YOU DIG! WARNING: THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND / OR RELOCATION OF LINES. THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. 1. CONTRACTOR SHALL REMOVE AND/OR RELOCATE EXISTING PRIVATE UTILITIES AS NECESSARY. CONTRACTOR TO COORDINATE ACTIVITIES WITH UTILITY COMPANIES. 2. CONTRACTOR SHALL PROTECT SURFACE AND SUBSURFACE FEATURES NOT NOTED FOR REMOVAL. 3. CONTRACTOR TO CLEAR AND GRUB EXISTING VEGETATION WITHIN CONSTRUCTION LIMITS, STRIP TOP SOIL, AND STOCKPILE ON-SITE. REFER TO GRADING PLAN AND SWPPP FOR SEDIMENT AND EROSION CONTROL REQUIREMENTS. 4. CLEAR AND GRUB AND REMOVE ALL TREES, VEGETATION AND SITE DEBRIS PRIOR TO GRADING. ALL REMOVED MATERIAL SHALL BE HAULED FROM THE SITE DAILY. EROSION CONTROL MEASURES SHALL BE IMMEDIATELY ESTABLISHED UPON REMOVAL. SEE THE STORMWATER POLLUTION PREVENTION PLAN (SWPPP). 5. CONTRACTOR SHALL REMOVE ALL SITE SURFACE FEATURES WITHIN REMOVAL LIMITS UNLESS OTHERWISE NOTED. 6. BITUMINOUS PAVEMENT REMOVALS ARE TO BE MADE TO A VERTICAL SAW CUT OR TO A NEAT MILLED EDGE. 7. CONCRETE PAVEMENT, SIDEWALK, CURB & GUTTER AND OTHER POURED CONCRETE ITEMS ARE TO BE REMOVED TO AN EXISTING EXPANSION OR CONTRACTION JOINT. SAW CUT AS NECESSARY FOR A NEAT EDGE OF REMOVAL. 8. ALL REMOVAL ITEMS SHALL BECOME THE PROPERTY OF THE CONTRACTOR UNLESS SPECIFIED OTHERWISE AND SHALL BE DISPOSED OF OFF-SITE IN A MANNER MEETING ALL APPLICABLE REGULATIONS. 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL AND REPLACEMENT OF ALL SIGNS, MAILBOXES, ETC. 10. ANY DAMAGE TO ITEMS NOT NOTED TO BE REMOVED SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND SHALL BE REPAIRED OR REPLACED TO ORIGINAL CONDITION WITH NO ADDITIONAL COMPENSATION. 11. INSTALL TREE PROTECTION FENCE PRIOR TO ALL SITE DEMOLITION ACTIVITIES. SEE CIVIL DETAILS SHEET FOR DETAIL. SITE DEMOLITION NOTES REMOVE EXISTING CURB & GUTTER, RETAINING WALLS, FENCE, ETC. REMOVE EXISTING CONCRETE PAVING, SIDEWALKS, ETC. DEMOLITION LEGEND: REMOVE EXISTING GRAVEL TREE INVENTORY: -THERE ARE NO SIGNIFICANT TREES BEING REMOVED ON THE PROPERTY TREE PROTECTION FENCE 20 NO PARKINGNO PARKING 10 9 28 6 FFE-887.08 GFE-876.2 PROPOSED BUILDING 5.0 12.8 23.5 SEE ARCH PLANS FOR STOOP INFORMATION GARAGE ENTRANCE 31.0 SEE ARCH PLANS FOR STOOP INFORMATION 10' CURB TAPER FLAT CURB (SEE DETAIL) 3' CURB TAPER SEE ARCH PLANS FOR STOOP INFORMATIONBENCHES (SEE DETAILS) CONCRETE APRON (SEE DETAIL) 5.0 24.0 24.024.0 18.0 24.0 18.0 24.0 CONCRETE APRON (SEE DETAIL) 24.0 9.0 9.0 9.0 9.0 7.0 CONCRETE PAD (TRASH/RECYCLING ENCLOSURE) B612 CURB/GUTTER-TYP (SEE DETAIL) HC SIGNAGE-TYP (SEE DETAIL) 5.3 SPECIALTY PAVEMENT (SEE LEGEND) OUTDOOR TABLE/CHAIRS-TYP (SEE DETAIL) BENCHES (SEE DETAIL) CURB/GUTTER STYLE TO MATCH EXISTING CURB/GUTTER STYLE TO MATCH EXISTING CONCRETE WALK (TO MATCH EXISTING PACEMENT SECTION) CURB/GUTTER STYLE TO MATCH EXISTING 5.0 5.3 5.0 25.6 5.0 HC RAMP (SEE DETAIL) SIGNAGE (PEDESTRIAN CROSSING) 5.0 CURB/GUTTER STYLE TO MATCH EXISTING R8.0 R8.0 R3.0 R4.5 R3.0 R3.0R4.5 R3.0 R3.0 R3.0 R10.0 R4.5 R8.0 R8.0R8.0 R3.0 CURB TAPERS FOR SIDEWALK LIGHT POLE-TYP R3.0 R4.5R3.0 R15.1 R10.0 PAVEMENT SECTION TO MATCH EXISTING MONUMENT SIGN (BY OTHERS) 15.0 20.0 11.5 125.7 125.7 CAR CHARGING STATION (SEE ARCH PLANS) 10.0 MODULAR BLOCK WALL W/ 42" HEIGHT BLACK PROTECTIVE FENCE BENCHES (SEE DETAIL) HC RAMP (SEE DETAIL) 5.0 5.0 5.0 5.0 PROTECT REMAINING WOOD WALL FROM DAMAGE PROTECT REMAINING WOOD WALL FROM DAMAGE N SCALE IN FEET 0 20 40 03/07/22 CITY SUBMITTAL 04/11/22 CITY SUBMITTAL 05/03/22 CITY RE-SUBMITTAL Review Date SHEET INDEX License No. Date I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota. PJ Disch - PE 49933 Project Lead Drawn By Checked By Loucks Project No.15577B PJD DDL PJD 05/03/22 - LOUCKS W:\2015\15577B\CADD DATA\CIVIL\_dwg Sheet Files\C2-1 Site PlanPlotted: 05 /03 / 2022 3:51 PM7200 Hemlock Lane, Suite 300 Maple Grove, MN 55369 763.424.5505 www.loucksinc.com PLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL SUBMITTAL/REVISIONS PROFESSIONAL SIGNATURE QUALITY CONTROL CADD files prepared by the Consultant for this project are instruments of the Consultant professional services for use solely with respect to this project. These CADD files shall not be used on other projects, for additions to this project, or for completion of this project by others without written approval by the Consultant. With the Consultant's approval, others may be permitted to obtain copies of the CADD drawing files for information and reference only. All intentional or unintentional revisions, additions, or deletions to these CADD files shall be made at the full risk of that party making such revisions, additions or deletions and that party shall hold harmless and indemnify the Consultant from any & all responsibilities, claims, and liabilities. CADD QUALIFICATION XCHANGE II MEDICAL OFFICE BUILDING St. Louis Park, MN 33 SOUTH 6TH STREET, SUITE 4650 MINNEAPOLIS, MN 55402 C1-1 C2-1 C3-1 C3-2 C3-3 C4-1 C4-2 C8-1 C8-2 L1-1 L1-2 DEMOLITION PLAN SITE PLAN GRADING PLAN SWPPP SWPPP NOTES SANITARY & WATERMAIN STORM SEWER CITY DETAILS CIVIL DETAILS LANDSCAPE PLAN LANDSCAPE PLAN & DETAILS SITE PLAN C2-1 PARKING STALL COUNT ACCESSIBLE PARKING STALL 2 LEGEND CATCH BASIN STORM SEWER SANITARY SEWER WATERMAIN STORM MANHOLE SANITARY MANHOLE HYDRANT GATE VALVE SPOT ELEVATION SIGN LIGHT POLE POWER POLE WATER MANHOLE / WELL CONTOUR CONCRETE CURB UNDERGROUND ELECTRIC CONCRETE TELEPHONE PEDESTAL UNDERGROUND TELEPHONE UNDERGROUND GAS OVERHEAD UTILITY CHAIN LINK FENCE BUILDING RETAINING WALL NO PARKING UNDERGROUND FIBER OPTIC SANITARY SEWER SERVICE WATER SERVICE ELECTRIC METER GAS METER TREE LINE EXISTING PROPOSED 972 DRAINTILE FORCEMAIN 373PARKING SETBACK LINE BUILDING SETBACK LINE 2 FENCE FLARED END SECTION POST INDICATOR VALVE BENCHMARK SOIL BORING 3DIRECTION OF FLOW 1.0% 972.5 TOLL FREE: 1-800-252-1166 TWIN CITY AREA: 651-454-0002 Gopher State One Call CALL BEFORE YOU DIG! WARNING: THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND / OR RELOCATION OF LINES. THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. DENOTES CONCRETE PAVEMENT DENOTES SPECIALTY PAVEMENT TBD DENOTES BITUMINOUS PAVEMENT PAVEMENT LEGEND CURRENT ZONING:O - OFFICE PROPERTY AREA:53,547 SF. EXISTING IMPERVIOUS AREA:23,456 SF. (43.8%) PROPOSED IMPERVIOUS AREA:40,347 SF. (75.3%) 1.ALL PAVING, CONCRETE CURB, GUTTER AND SIDEWALK SHALL BE FURNISHED AND INSTALLED IN ACCORDANCE WITH THE DETAILS SHOWN PER THE DETAIL SHEET(S) AND STATE/LOCAL JURISDICTION REQUIREMENTS. SEE ARCHITECTURAL ALTERNATE #10 FOR SITE CONCRETE SEAL COATING. 2.ACCESSIBLE PARKING AND ACCESSIBLE ROUTES SHALL BE PROVIDED PER CURRENT ADA STANDARDS AND LOCAL/STATE REQUIREMENTS. 3.ALL CURB DIMENSIONS SHOWN ARE TO THE FACE OF CURB UNLESS OTHERWISE NOTED. 4.ALL BUILDING DIMENSIONS ARE TO THE OUTSIDE FACE OF WALL UNLESS OTHERWISE NOTED. 5.TYPICAL FULL SIZED PARKING STALL IS 9' X 18' WITH A 24' WIDE TWO WAY DRIVE OR 9'X18' WITH CURB OVERHANG 6.ALL CURB RADII SHALL BE 3.0' UNLESS OTHERWISE NOTED. 7.BITUMINOUS IMPREGNATED FIBER BOARD TO BE PLACED AT FULL DEPTH OF CONCRETE ADJACENT TO EXISTING STRUCTURES AND BEHIND CURB ADJACENT TO DRIVEWAYS AND SIDEWALKS. 8.SEE SITE LIGHTING PLAN SL-1 FOR SITE LIGHTING AND STRUCTURAL 10/S301 FOR LIGHT POLE BASES. 9.ALL SIGN POSTS TO BE 2" x 2" SQUARE POSTS PAINTED DARK GREY OR GALVANIZED. 10.THE GAP BETWEEN THE SIDEWALK AND CONCRETE CURB (B612 OR FLUSH CURB) TO BE A MAXIMUM OF 1 4" WITH TYPICAL PRE-MOLDED EXPANSION JOINT MATERIAL - NO PLASTIC INSETS. 11. ALL DRIVE LANES TO BE HEAVY-DUTY BITUMINOUS PAVEMENT AND PARKING STALLS TO BE STANDARD DUTY BITUMINOUS. SEE DETAIL ON C8-2. OFF-STREET PARKING CALCULATIONS PROPOSED ACCESSIBLE SURFACE PARKING:4 STALLS REQUIRED ACCESSIBLE PARKING: 4 STALLS** **REQUIRED MINIMUM NUMBER OF ACCESSIBLE SPACES FOR 76 TO 100 STALLS ACCESSIBLE PARKING CITY PARKING REQUIREMENT: ONE STALLS PER 200 SF MINUS 10% REDUCTION ON TRANSIT LINE REQUIRED STALLS = 17,000 SF / 200 x 90% = 77 STALLS PROPOSED SURFACE STALLS = 53 PROPOSED GARAGE STALLS = 27 TOTAL STALLS = 80 SITE NOTES SITE DATA DENOTES HEAVY DUTY CONCRETE PAVEMENT DENOTES COLOR CONCRETE W/ SLATE STAMP CEMSTONE - HARBOR MIST - CP102L 21 NO PARKINGNO PARKING FFE-887.08 GFE-876.2 PROPOSED BUILDING 875.63 875.93 875.85 1.1%875.75 1.9%3.1%875.02 875.29 874.59 875.12 876.13 876.05 876.05876.10 876.17 876.39 876.46 875.17878.01 877.94878.16 877.89 877.60 877.50 877.52877.10 876.80 877.20 877.37 877.70 875.77875.83 875.91 876.20 876.20 876.20 876.20 875.75 875.30 875.27 875.05 875.10 875.30874.78 874.37 874.88 875.15 875876877876 875 88 0 87487 6 8 7 7 8 7 8 87 9 8 8 1 8 8 2 8 8 3 8 8 4 88 3 884 885.00 884.91 884.62 884.50 884.45 883.78 884.20 884.46 882.74 883.26 881.75 1.3%4.2%2.4% 2.9% 2.6%1.3%1.2%1.2%1.5%0.5%1.5%3.0% 3.0%1.3%1.5% 877.09 877.35 1.2%876876875880877878879881882883884876.20874.50 885.00 883.00 876.00 876.90 874.30 1.3%1.5% 1.6%1.0% 2.0% 1.6%877876875 8781.0%874.72 1.7% 875.37 876 877 876 878877878 884876.07 8 8 8 88888888 888876.24 8878.74 878.30 877.20 876.19 875.60 875.35 875.41 875.51 880.18 877.65 877.00 877.35 876.50 876.25 875.54 877.25876.55876.35876.40 876.43 876.55876.55 877.20 877.28 876.56 876.52 873.00 TW=884.00 GW=880.50 TW=884.00 GW=880.50 TW=881.00 GW=880.50TW=880.50 GW=880.50 TW=884.50 TW=884.50 MATCH EXISTING GRADES MATCH EXISTING GRADES MATCH EXISTING GRADES 876 FLOODPLAIN ELEVATION 878 REGULATORY FLOOD PROTECTION ELEVATION 878 REGULATORY FLOOD PROTECTION ELEVATION 876 FLOODPLAIN ELEVATION 876 FLOODPLAIN ELEVATION PROTECT REMAINING WOOD WALL FROM DAMAGE PROTECT REMAINING WOOD WALL FROM DAMAGE N SCALE IN FEET 0 20 40 03/07/22 CITY SUBMITTAL 04/11/22 CITY SUBMITTAL 05/03/22 CITY RE-SUBMITTAL Review Date SHEET INDEX License No. Date I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota. PJ Disch - PE 49933 Project Lead Drawn By Checked By Loucks Project No.15577B PJD DDL PJD 05/03/22 - LOUCKS W:\2015\15577B\CADD DATA\CIVIL\_dwg Sheet Files\C3-1 Grading PlanPlotted: 05 /03 / 2022 2:29 PM7200 Hemlock Lane, Suite 300 Maple Grove, MN 55369 763.424.5505 www.loucksinc.com PLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL SUBMITTAL/REVISIONS PROFESSIONAL SIGNATURE QUALITY CONTROL CADD files prepared by the Consultant for this project are instruments of the Consultant professional services for use solely with respect to this project. These CADD files shall not be used on other projects, for additions to this project, or for completion of this project by others without written approval by the Consultant. With the Consultant's approval, others may be permitted to obtain copies of the CADD drawing files for information and reference only. All intentional or unintentional revisions, additions, or deletions to these CADD files shall be made at the full risk of that party making such revisions, additions or deletions and that party shall hold harmless and indemnify the Consultant from any & all responsibilities, claims, and liabilities. CADD QUALIFICATION XCHANGE II MEDICAL OFFICE BUILDING St. Louis Park, MN 33 SOUTH 6TH STREET, SUITE 4650 MINNEAPOLIS, MN 55402 C1-1 C2-1 C3-1 C3-2 C3-3 C4-1 C4-2 C8-1 C8-2 L1-1 L1-2 DEMOLITION PLAN SITE PLAN GRADING PLAN SWPPP SWPPP NOTES SANITARY & WATERMAIN STORM SEWER CITY DETAILS CIVIL DETAILS LANDSCAPE PLAN LANDSCAPE PLAN & DETAILS GRADING PLAN C3-1 PARKING STALL COUNT ACCESSIBLE PARKING STALL 2 LEGEND CATCH BASIN STORM SEWER SANITARY SEWER WATERMAIN STORM MANHOLE SANITARY MANHOLE HYDRANT GATE VALVE SPOT ELEVATION SIGN LIGHT POLE POWER POLE WATER MANHOLE / WELL CONTOUR CONCRETE CURB UNDERGROUND ELECTRIC CONCRETE TELEPHONE PEDESTAL UNDERGROUND TELEPHONE UNDERGROUND GAS OVERHEAD UTILITY CHAIN LINK FENCE BUILDING RETAINING WALL NO PARKING UNDERGROUND FIBER OPTIC SANITARY SEWER SERVICE WATER SERVICE ELECTRIC METER GAS METER TREE LINE EXISTING PROPOSED 972 DRAINTILE FORCEMAIN 373PARKING SETBACK LINE BUILDING SETBACK LINE 2 FENCE FLARED END SECTION POST INDICATOR VALVE BENCHMARK SOIL BORING 3DIRECTION OF FLOW 1.0% 972.5 TOLL FREE: 1-800-252-1166 TWIN CITY AREA: 651-454-0002 Gopher State One Call CALL BEFORE YOU DIG! WARNING: THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND / OR RELOCATION OF LINES. THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. FLOOD ZONE VOLUME BELOW 876.0 EXISTING SITE = 865 CY PROPOSED SITE ABOVE GROUND 874.0 - 876.0 = 297 CY STORM VAULT 871.4- 876.0 = 594 CY PROPOSED SITE TOTAL = 891 CY FLOOD PLAIN DATA GRADING & DRAINAGE NOTES 1.SPOT ELEVATIONS REPRESENT FINISHED SURFACE GRADES, GUTTER/FLOW LINE, FACE OF BUILDING, OR EDGE OF PAVEMENT UNLESS OTHERWISE NOTED. 2.CATCH BASINS AND MANHOLES IN PAVED AREAS SHALL BE SUMPED 0.04 FEET. ALL CATCH BASINS IN GUTTERS SHALL BE SUMPED 0.16 FEET. RIM ELEVATIONS SHOWN ON PLANS DO NOT REFLECT SUMPED ELEVATIONS. 3.ALL DISTURBED UNPAVED AREAS ARE TO RECEIVE MINIMUM OF 4 INCHES OF TOP SOIL AND SEED/MULCH OR SOD. THESE AREAS SHALL BE WATERED/MAINTAINED BY THE CONTRACTOR UNTIL VEGETATION IS ESTABLISHED. 4.FOR SITE RETAINING WALLS "TW" EQUALS SURFACE GRADE AT TOP FACE OF WALL (NOT TOP OF WALL), AND "GW" EQUALS SURFACE GRADE AT BOTTOM FACE OF WALL (NOT BOTTOM OF BURIED WALL COURSES). 5.RETAINING WALLS OVER 4 FEET IN HEIGHT WILL REQUIRE A BUILDING PERMIT. 6.STREETS MUST BE CLEANED AND SWEPT WHENEVER TRACKING OF SEDIMENTS OCCURS AND BEFORE SITES ARE LEFT IDLE FOR WEEKENDS AND HOLIDAYS. A REGULAR SWEEPING SCHEDULE MUST BE ESTABLISHED. 7.DUST MUST BE ADEQUATELY CONTROLLED. 8.SEE SWPPP FOR ADDITIONAL EROSION CONTROL NOTES AND REQUIREMENTS. 9.SEE UTILITY PLANS FOR WATER, STORM AND SANITARY SEWER INFORMATION. 10.SEE SITE PLAN FOR CURB AND BITUMINOUS TAPER LOCATIONS 11.TEMPORARY OR PERMANENT MULCH BE UNIFORMLY APPLIED BY MECHANICAL OR HYDRAULIC MEANS AND STABILIZED BY DISC-ANCHORING OR THE USE OF HYDRAULIC SOIL STABILIZERS. 12.TEMPORARY VEGETATIVE COVER CONSISTING OF A SUITABLE, FAST-GROWING, DENSE GRASS SEED MIX SPREAD AT A MINIMUM AT THE MNDOT-SPECIFIED RATE PER ACRE. IF TEMPORARY COVER IS TO REMAIN IN PLACE BEYOND THE PRESENT GROWING SEASON, TWO-THIRDS OF THE SEED MIX SHALL BE COMPOSED OF PERENNIAL GRASSES. 22 NO PARKINGNO PARKING FFE-887.08 GFE-876.2 PROPOSED BUILDING 8 8 8 88888888 884 88SAN SERVICE INV=866.87± COORDINATE EXACT LOCATION AND INVERT WITH MECHANICAL. CORE DRILL INTO TO EXISTING SANITARY MANHOLE WITH 8" SERVICE PER CITY STANDARDS. EXISTING INV=865.95± 8" SERVICE INV=866.15 VERIFY EXACT LOCATION AND INVERT OF EXISTING SANITARY MAIN. 6" FIRE SERVICE. COORDINATE EXACT LOCATION AND INVERT WITH MECHANICAL. 6" DOMESTIC SERVICE. COORDINATE EXACT LOCATION AND INVERT WITH MECHANICAL. 36 LF - 8" PVC @2.00% CONNECT TO EXISTING WATERMAIN WITH 6" FIRE SERVICE AND GATE VALVE & 6" DOMESTIC SERVICE AND GATE VALVE PER CITY STANDARDS. VERIFY EXACT LOCATION AND INVERT OF EXISTING WATER MAIN. EXISTING FIRE HYDRANT EXISTING FIRE HYDRANT PROTECT REMAINING WOOD WALL FROM DAMAGE PROTECT REMAINING WOOD WALL FROM DAMAGE N SCALE IN FEET 0 20 40 03/07/22 CITY SUBMITTAL 04/11/22 CITY SUBMITTAL 05/03/22 CITY RE-SUBMITTAL Review Date SHEET INDEX License No. Date I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota. PJ Disch - PE 49933 Project Lead Drawn By Checked By Loucks Project No.15577B PJD DDL PJD 05/03/22 - LOUCKS W:\2015\15577B\CADD DATA\CIVIL\_dwg Sheet Files\C4-1 Sanitary & WatermainPlotted: 05 /03 / 2022 2:30 PM7200 Hemlock Lane, Suite 300 Maple Grove, MN 55369 763.424.5505 www.loucksinc.com PLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL SUBMITTAL/REVISIONS PROFESSIONAL SIGNATURE QUALITY CONTROL CADD files prepared by the Consultant for this project are instruments of the Consultant professional services for use solely with respect to this project. These CADD files shall not be used on other projects, for additions to this project, or for completion of this project by others without written approval by the Consultant. With the Consultant's approval, others may be permitted to obtain copies of the CADD drawing files for information and reference only. All intentional or unintentional revisions, additions, or deletions to these CADD files shall be made at the full risk of that party making such revisions, additions or deletions and that party shall hold harmless and indemnify the Consultant from any & all responsibilities, claims, and liabilities. CADD QUALIFICATION XCHANGE II MEDICAL OFFICE BUILDING St. Louis Park, MN 33 SOUTH 6TH STREET, SUITE 4650 MINNEAPOLIS, MN 55402 C1-1 C2-1 C3-1 C3-2 C3-3 C4-1 C4-2 C8-1 C8-2 L1-1 L1-2 DEMOLITION PLAN SITE PLAN GRADING PLAN SWPPP SWPPP NOTES SANITARY & WATERMAIN STORM SEWER CITY DETAILS CIVIL DETAILS LANDSCAPE PLAN LANDSCAPE PLAN & DETAILS SANITARY & WATERMAIN PLAN C4-1 PARKING STALL COUNT ACCESSIBLE PARKING STALL 2 LEGEND CATCH BASIN STORM SEWER SANITARY SEWER WATERMAIN STORM MANHOLE SANITARY MANHOLE HYDRANT GATE VALVE SPOT ELEVATION SIGN LIGHT POLE POWER POLE WATER MANHOLE / WELL CONTOUR CONCRETE CURB UNDERGROUND ELECTRIC CONCRETE TELEPHONE PEDESTAL UNDERGROUND TELEPHONE UNDERGROUND GAS OVERHEAD UTILITY CHAIN LINK FENCE BUILDING RETAINING WALL NO PARKING UNDERGROUND FIBER OPTIC SANITARY SEWER SERVICE WATER SERVICE ELECTRIC METER GAS METER TREE LINE EXISTING PROPOSED 972 DRAINTILE FORCEMAIN 373PARKING SETBACK LINE BUILDING SETBACK LINE 2 FENCE FLARED END SECTION POST INDICATOR VALVE BENCHMARK SOIL BORING 3DIRECTION OF FLOW 1.0% 972.5 TOLL FREE: 1-800-252-1166 TWIN CITY AREA: 651-454-0002 Gopher State One Call CALL BEFORE YOU DIG! WARNING: THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND / OR RELOCATION OF LINES. THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. 1. ALL SANITARY SEWER, STORM SEWER AND WATERMAIN UTILITIES SHALL BE FURNISHED AND INSTALLED PER THE REQUIREMENTS OF THE SPECIFICATIONS,THE MINNESOTA PLUMBING CODE, THE LOCAL GOVERNING UNIT , AND THE STANDARD UTILITIES SPECIFICATION OF THE CITY ENGINEERS ASSOCIATION OF MINNESOTA (CEAM), 2013 EDITION. 2. ALL UTILITY PIPE BEDDING SHALL BE COMPACTED SAND OR FINE GRANULAR MATERIAL. ALL COMPACTION SHALL BE PERFORMED PER THE REQUIREMENTS OF THE CEAM SPECIFICATION AND THE GEOTECHNICAL REPORT. 3. ALL CONNECTIONS TO EXISTING UTILITIES SHALL BE PERFORMED PER THE REQUIREMENTS OF THE STATE AND LOCAL JURISDICTIONS. THE CITY DEPARTMENT OF ENGINEERING AND BUILDING INSPECTIONS DEPARTMENT AND THE CONSTRUCTION ENGINEER MUST BE NOTIFIED AT LEAST 48 HOURS PRIOR TO ANY WORK WITHIN THE PUBLIC RIGHT OF WAY, OR WORK IMPACTING PUBLIC UTILITIES. 4. ALL STORM SEWER , SANITARY SEWER AND WATER SERVICES SHALL TERMINATE 5' FROM THE BUILDING FACE UNLESS OTHERWISE NOTED. 5. A MINIMUM OF 18 INCHES OF VERTICAL SEPARATION AND 10 FEET OF HORIZONTAL SEPARATION IS REQUIRED FOR ALL UTILITES UNLESS OTHERWISE NOTED. 6. ALL NEW WATERMAIN AND SERVICES MUST HAVE A MINIMUM OF 7.5 FEET OF COVER. EXTRA DEPTH MAY BE REQUIRED TO MAINTAIN A MINIMUM 18" VERTICAL SEPARATION TO SANITARY OR STORM SEWER LINES. THE CONTRACTOR SHALL FIELD ADJUST WATERMAIN TO AVOID CONFLICTS WITH SANITARY SEWER, STORM SEWER, AND SERVICES AS REQUIRED. INSULATION OF WATER AND SANITARY SEWER LINES SHALL BE PROVIDED WHERE 7.5 FEET MINIMUM DEPTH CAN NOT BE ATTAINED. 7. ALL FIRE HYDRANTS SHALL BE LOCATED 5 FEET BEHIND BACK OF CURB OR EDGE OF PAVEMENT UNLESS OTHERWISE NOTED. 8. PROPOSED PIPE MATERIALS: WATERMAIN CL 52 DIP 6" TO 8" DIAMETER SANITARY SEWER PVC SDR 35 & SCH 40 6" TO 8" DIAMETER 9. CONTRACTOR AND MANHOLE FABRICATOR SHALL SUMP (LOWER) ALL STORM SEWER CATCH BASIN CASTINGS WITHIN PAVED AREAS 0.16 FEET OR 2-INCHES BELOW THE RIM ELEVATION DEPICTED ON THE UTILITY PLAN. 10.ALL STREET REPAIRS AND PATCHING SHALL BE PERFORMED PER THE REQUIREMENTS OF THE CITY. ALL TRAFFIC CONTROL SHALL BE PROVIDED BY THE CONTRACTOR AND SHALL BE ESTABLISHED PER THE REQUIREMENTS OF THE MINNESOTA MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (MMUTCD) AND THE CITY. THIS SHALL INCLUDE ALL SIGNAGE, BARRICADES, FLASHERS AND FLAGGERS AS NEEDED. ALL PUBLIC STREETS SHALL BE OPEN TO TRAFFIC AT ALL TIMES. NO ROAD CLOSURES SHALL BE PERMITTED WITHOUT THE EXPRESSED AUTHORITY OF OF THE CITY. 11.CONNECTIONS TO EXISTING MANHOLES SHALL BE MADE BY CORE DRILLING THE MANHOLE AT THE PROPOSED INVERT ELEVATIONS AND INSTALLING A RUBBER BOOT. GROUT IN THE BOOT AND AN INVERT FOR THE NEW SEWER LINE. 12.WATERMAIN PIPE SHALL BE DIP CLASS 52, INSTALLED WITH 7.5 FEET OF COVER TO TOP PIPE. FITTINGS SHALL BE COMPACT TYPE. PIPE AND FITTINGS SHALL HAVE A CEMENT MORTAR LINING. CONDUCTIVITY SHALL BE PROVIDED BY WELDED STRAPS ACROSS EACH JOIN.T 13.TRENCH COMPACTION SHALL BE 95% STANDARD PROCTOR DENSITY IN THE AREA FROM THE PIPE ZONE TO WITHIN 3 FEET OF FINISHED GRADE AND 100% IN FINAL 3 FEET OF THE BACKFILL TO FINISH GRADE. 14. ALL WATER TEES, PLUGS, CAPS, BENDS AND HYDRANT BRANCHES SHALL BE RESTRAINED AGAINST MOVEMENT 15.VALVE ACCESS WILL BE REQUIRED AFTER FINAL LAYER OF BITUMINOUS IS INSTALLED UTILITY NOTES 23 NO PARKINGNO PARKING FFE-887.08 GFE-876.2 PROPOSED BUILDING 8 8 8 88888888 884 88A B C F D E G H I J RD INV=873.36 COORDINATE EXACT LOCATION AND INVERT WITH MECHANICAL 12" INV=872.90 CB 1 RIM=874.23 INV=872.00 3' SUMP=869.00 STMH 2 RIM=875.50 INV=869.90 (4") W INV=872.37 (12") W INV=869.90 (12") E SEE DETAIL 10 LF - 12" STORM @ 0.25% 30" FILTRATION VAULT (17) 100' - 00" PERFORATED HDPE @ 0.00% WITH (2) HEADERS INV=871.40 ROCK=871.40 SAND=869.90 4" DRAINTILE INV=869.90 (SEE DETAIL) 78 LF - 15" STORM @ 1.00% 15" INV=876.50 23 LF - 12" PVC @ 2.00% 12" INV=872.40 76 LF - 12" STORM @ 0.25% 146 LF - 12" STORM @ 0.25% 33 LF - 12" STORM @ 0.25% STMH 3 RIM=875.25 INV=869.71 (12") W INV=869.71 (12") N STMH 4 RIM=877.00 INV=869.34 (12") S INV=869.34 (12") E CORE DRILL 12" STORM INTO EXISTING STMH AT INV=869.25 FIELD VERIFY EXISTING MANHOLE AND INVERTS PER CITY STANDARDS 12" INV=872.90 12" INV=873.30 25 LF - 12" STORM @ 1.60% TOP 8" SANITARY PIPE INV=866.74 BOTTOM OF 12" STORM INV=869.27 SEPERATION = 2.53 FEET K PROTECT REMAINING WOOD WALL FROM DAMAGE PROTECT REMAINING WOOD WALL FROM DAMAGE N SCALE IN FEET 0 20 40 03/07/22 CITY SUBMITTAL 04/11/22 CITY SUBMITTAL 05/03/22 CITY RE-SUBMITTAL Review Date SHEET INDEX License No. Date I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota. PJ Disch - PE 49933 Project Lead Drawn By Checked By Loucks Project No.15577B PJD DDL PJD 05/03/22 - LOUCKS W:\2015\15577B\CADD DATA\CIVIL\_dwg Sheet Files\C4-2 Storm SewerPlotted: 05 /03 / 2022 2:31 PM7200 Hemlock Lane, Suite 300 Maple Grove, MN 55369 763.424.5505 www.loucksinc.com PLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL SUBMITTAL/REVISIONS PROFESSIONAL SIGNATURE QUALITY CONTROL CADD files prepared by the Consultant for this project are instruments of the Consultant professional services for use solely with respect to this project. These CADD files shall not be used on other projects, for additions to this project, or for completion of this project by others without written approval by the Consultant. With the Consultant's approval, others may be permitted to obtain copies of the CADD drawing files for information and reference only. All intentional or unintentional revisions, additions, or deletions to these CADD files shall be made at the full risk of that party making such revisions, additions or deletions and that party shall hold harmless and indemnify the Consultant from any & all responsibilities, claims, and liabilities. CADD QUALIFICATION XCHANGE II MEDICAL OFFICE BUILDING St. Louis Park, MN 33 SOUTH 6TH STREET, SUITE 4650 MINNEAPOLIS, MN 55402 C1-1 C2-1 C3-1 C3-2 C3-3 C4-1 C4-2 C8-1 C8-2 L1-1 L1-2 DEMOLITION PLAN SITE PLAN GRADING PLAN SWPPP SWPPP NOTES SANITARY & WATERMAIN STORM SEWER CITY DETAILS CIVIL DETAILS LANDSCAPE PLAN LANDSCAPE PLAN & DETAILS STORM SEWER PLAN C4-2 PARKING STALL COUNT ACCESSIBLE PARKING STALL 2 LEGEND CATCH BASIN STORM SEWER SANITARY SEWER WATERMAIN STORM MANHOLE SANITARY MANHOLE HYDRANT GATE VALVE SPOT ELEVATION SIGN LIGHT POLE POWER POLE WATER MANHOLE / WELL CONTOUR CONCRETE CURB UNDERGROUND ELECTRIC CONCRETE TELEPHONE PEDESTAL UNDERGROUND TELEPHONE UNDERGROUND GAS OVERHEAD UTILITY CHAIN LINK FENCE BUILDING RETAINING WALL NO PARKING UNDERGROUND FIBER OPTIC SANITARY SEWER SERVICE WATER SERVICE ELECTRIC METER GAS METER TREE LINE EXISTING PROPOSED 972 DRAINTILE FORCEMAIN 373PARKING SETBACK LINE BUILDING SETBACK LINE 2 FENCE FLARED END SECTION POST INDICATOR VALVE BENCHMARK SOIL BORING 3DIRECTION OF FLOW 1.0% 972.5 TOLL FREE: 1-800-252-1166 TWIN CITY AREA: 651-454-0002 Gopher State One Call CALL BEFORE YOU DIG! WARNING: THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND / OR RELOCATION OF LINES. THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. 1. ALL SANITARY SEWER, STORM SEWER AND WATERMAIN UTILITIES SHALL BE FURNISHED AND INSTALLED PER THE REQUIREMENTS OF THE SPECIFICATIONS,THE MINNESOTA PLUMBING CODE, THE LOCAL GOVERNING UNIT , AND THE STANDARD UTILITIES SPECIFICATION OF THE CITY ENGINEERS ASSOCIATION OF MINNESOTA (CEAM), 2013 EDITION. 2. ALL UTILITY PIPE BEDDING SHALL BE COMPACTED SAND OR FINE GRANULAR MATERIAL. ALL COMPACTION SHALL BE PERFORMED PER THE REQUIREMENTS OF THE CEAM SPECIFICATION AND THE GEOTECHNICAL REPORT. 3. ALL CONNECTIONS TO EXISTING UTILITIES SHALL BE PERFORMED PER THE REQUIREMENTS OF THE STATE AND LOCAL JURISDICTIONS. THE CITY DEPARTMENT OF ENGINEERING AND BUILDING INSPECTIONS DEPARTMENT AND THE CONSTRUCTION ENGINEER MUST BE NOTIFIED AT LEAST 48 HOURS PRIOR TO ANY WORK WITHIN THE PUBLIC RIGHT OF WAY, OR WORK IMPACTING PUBLIC UTILITIES. 4. ALL STORM SEWER , SANITARY SEWER AND WATER SERVICES SHALL TERMINATE 5' FROM THE BUILDING FACE UNLESS OTHERWISE NOTED. 5. A MINIMUM OF 18 INCHES OF VERTICAL SEPARATION AND 10 FEET OF HORIZONTAL SEPARATION IS REQUIRED FOR ALL UTILITES UNLESS OTHERWISE NOTED. 6. ALL NEW WATERMAIN AND SERVICES MUST HAVE A MINIMUM OF 7.5 FEET OF COVER. EXTRA DEPTH MAY BE REQUIRED TO MAINTAIN A MINIMUM 18" VERTICAL SEPARATION TO SANITARY OR STORM SEWER LINES. THE CONTRACTOR SHALL FIELD ADJUST WATERMAIN TO AVOID CONFLICTS WITH SANITARY SEWER, STORM SEWER, AND SERVICES AS REQUIRED. INSULATION OF WATER AND SANITARY SEWER LINES SHALL BE PROVIDED WHERE 7.5 FEET MINIMUM DEPTH CAN NOT BE ATTAINED. 7. ALL FIRE HYDRANTS SHALL BE LOCATED 5 FEET BEHIND BACK OF CURB OR EDGE OF PAVEMENT UNLESS OTHERWISE NOTED. 8. PROPOSED PIPE MATERIALS: WATERMAIN CL 52 DIP 6" TO 8" DIAMETER SANITARY SEWER PVC SDR 35 & SCH 40 6" TO 8" DIAMETER 9. CONTRACTOR AND MANHOLE FABRICATOR SHALL SUMP (LOWER) ALL STORM SEWER CATCH BASIN CASTINGS WITHIN PAVED AREAS 0.16 FEET OR 2-INCHES BELOW THE RIM ELEVATION DEPICTED ON THE UTILITY PLAN. 10.ALL STREET REPAIRS AND PATCHING SHALL BE PERFORMED PER THE REQUIREMENTS OF THE CITY. ALL TRAFFIC CONTROL SHALL BE PROVIDED BY THE CONTRACTOR AND SHALL BE ESTABLISHED PER THE REQUIREMENTS OF THE MINNESOTA MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (MMUTCD) AND THE CITY. THIS SHALL INCLUDE ALL SIGNAGE, BARRICADES, FLASHERS AND FLAGGERS AS NEEDED. ALL PUBLIC STREETS SHALL BE OPEN TO TRAFFIC AT ALL TIMES. NO ROAD CLOSURES SHALL BE PERMITTED WITHOUT THE EXPRESSED AUTHORITY OF OF THE CITY. 11.CONNECTIONS TO EXISTING MANHOLES SHALL BE MADE BY CORE DRILLING THE MANHOLE AT THE PROPOSED INVERT ELEVATIONS AND INSTALLING A RUBBER BOOT. GROUT IN THE BOOT AND AN INVERT FOR THE NEW SEWER LINE. 12.WATERMAIN PIPE SHALL BE DIP CLASS 52, INSTALLED WITH 7.5 FEET OF COVER TO TOP PIPE. FITTINGS SHALL BE COMPACT TYPE. PIPE AND FITTINGS SHALL HAVE A CEMENT MORTAR LINING. CONDUCTIVITY SHALL BE PROVIDED BY WELDED STRAPS ACROSS EACH JOIN.T 13.TRENCH COMPACTION SHALL BE 95% STANDARD PROCTOR DENSITY IN THE AREA FROM THE PIPE ZONE TO WITHIN 3 FEET OF FINISHED GRADE AND 100% IN FINAL 3 FEET OF THE BACKFILL TO FINISH GRADE. UTILITY NOTES STORM SEWER SCHEDULE STRUCTURE NO.CASTING MANHOLE SIZE CB 1 STMH 2 2 x 3 STMH 3 48" PRECAST STMH 4 R-3067 ACCESS RISER RIM ELEVATION RISER NO.ELEVATION A 876.24 B C D E F 876.20 876.24 875.90 876.28 875.97 G 876.04 H I J 875.75 875.61 875.56 R-1642 R-1642 R-1642 48" PRECAST 48" PRECAST K 876.00 24 5 4 5 876 FLOODPLAIN ELEVATION 876 FLOODPLAIN ELEVATION N SCALE IN FEET 0 20 40 03/07/22 CITY SUBMITTAL 04/11/22 CITY SUBMITTAL 05/03/22 CITY RE-SUBMITTAL Review Date SHEET INDEX License No. Date I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota. PJ Disch - PE 49933 Project Lead Drawn By Checked By Loucks Project No.15577B PJD DDL PJD 05/03/22 - LOUCKS W:\2015\15577B\CADD DATA\CIVIL\_dwg Sheet Files\Existing Flood PlainPlotted: 05 /03 / 2022 2:8 PM7200 Hemlock Lane, Suite 300 Maple Grove, MN 55369 763.424.5505 www.loucksinc.com PLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL SUBMITTAL/REVISIONS PROFESSIONAL SIGNATURE QUALITY CONTROL CADD files prepared by the Consultant for this project are instruments of the Consultant professional services for use solely with respect to this project. These CADD files shall not be used on other projects, for additions to this project, or for completion of this project by others without written approval by the Consultant. With the Consultant's approval, others may be permitted to obtain copies of the CADD drawing files for information and reference only. All intentional or unintentional revisions, additions, or deletions to these CADD files shall be made at the full risk of that party making such revisions, additions or deletions and that party shall hold harmless and indemnify the Consultant from any & all responsibilities, claims, and liabilities. CADD QUALIFICATION XCHANGE II MEDICAL OFFICE BUILDING St. Louis Park, MN 33 SOUTH 6TH STREET, SUITE 4650 MINNEAPOLIS, MN 55402 C1-1 C2-1 C3-1 C3-2 C3-3 C4-1 C4-2 C8-1 C8-2 L1-1 L1-2 DEMOLITION PLAN SITE PLAN GRADING PLAN SWPPP SWPPP NOTES SANITARY & WATERMAIN STORM SEWER CITY DETAILS CIVIL DETAILS LANDSCAPE PLAN LANDSCAPE PLAN & DETAILS EXISTING SITE FLOOD PLAIN EXH TOLL FREE: 1-800-252-1166 TWIN CITY AREA: 651-454-0002 Gopher State One Call CALL BEFORE YOU DIG! WARNING: THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND / OR RELOCATION OF LINES. THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. FLOOD ZONE VOLUME BELOW 876.00 EXISTING SITE TOTAL = 865 CY FLOODPLAIN AREA FLOOD PLAIN DATA 25 NO PARKINGNO PARKING FFE-887.08 GFE-876.2 PROPOSED BUILDING 875.63 875.93 875.85 1.1%875.75 1.9%3.1%875.02 875.29 874.59 875.12 876.13 876.05 876.05876.10 876.17 876.39 876.46 875.17878.01 877.94878.16 877.89 877.60 877.50 877.52877.10 876.80 877.20 877.37 877.70 875.77875.83 875.91 876.20 876.20 876.20 876.20 875.75 875.30 875.27 875.05 875.10 875.30874.78 874.37 874.88 875.15 875876877876 875 88 0 87487 6 8 7 7 8 7 8 87 9 8 8 1 8 8 2 8 8 3 8 8 4 88 3 884 885.00 884.91 884.62 884.50 884.45 883.78 884.20 884.46 882.74 883.26 881.75 1.3%4.2%2.4% 2.9% 2.6%1.3%1.2%1.2%1.5%0.5%1.5%3.0% 3.0%1.3%1.5% 877.09 877.35 1.2%876876875880877878879881882883884876.20874.50 885.00 883.00 876.00 876.90 874.30 1.3%1.5% 1.6%1.0% 2.0% 1.6%877876875 8781.0%874.72 1.7% 875.37 876 877 876 878877878 884876.07 8 8 8 88888888 888876.24 8878.74 878.30 877.20 876.19 875.60 875.35 875.41 875.51 880.18 877.65 877.00 877.35 876.50 876.25 875.54 877.25876.55876.35876.40 876.43 876.55876.55 877.20 877.28 876.56 876.52 873.00 TW=884.00 GW=880.50 TW=884.00 GW=880.50 TW=881.00 GW=880.50TW=880.50 GW=880.50 TW=884.50 TW=884.50 MATCH EXISTING GRADES MATCH EXISTING GRADES MATCH EXISTING GRADES MATCH EXISTING GRADES 876 FLOODPLAIN ELEVATION 878 REGULATORY FLOOD PROTECTION ELEVATION 878 REGULATORY FLOOD PROTECTION ELEVATION 876 FLOODPLAIN ELEVATION 876 FLOODPLAIN ELEVATION N SCALE IN FEET 0 20 40 03/07/22 CITY SUBMITTAL 04/11/22 CITY SUBMITTAL 05/03/22 CITY RE-SUBMITTAL Review Date SHEET INDEX License No. Date I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota. PJ Disch - PE 49933 Project Lead Drawn By Checked By Loucks Project No.15577B PJD DDL PJD 05/03/22 - LOUCKS W:\2015\15577B\CADD DATA\CIVIL\_dwg Sheet Files\Proposed Flood PlainPlotted: 05 /03 / 2022 2:1 PM7200 Hemlock Lane, Suite 300 Maple Grove, MN 55369 763.424.5505 www.loucksinc.com PLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL SUBMITTAL/REVISIONS PROFESSIONAL SIGNATURE QUALITY CONTROL CADD files prepared by the Consultant for this project are instruments of the Consultant professional services for use solely with respect to this project. These CADD files shall not be used on other projects, for additions to this project, or for completion of this project by others without written approval by the Consultant. With the Consultant's approval, others may be permitted to obtain copies of the CADD drawing files for information and reference only. All intentional or unintentional revisions, additions, or deletions to these CADD files shall be made at the full risk of that party making such revisions, additions or deletions and that party shall hold harmless and indemnify the Consultant from any & all responsibilities, claims, and liabilities. CADD QUALIFICATION XCHANGE II MEDICAL OFFICE BUILDING St. Louis Park, MN 33 SOUTH 6TH STREET, SUITE 4650 MINNEAPOLIS, MN 55402 C1-1 C2-1 C3-1 C3-2 C3-3 C4-1 C4-2 C8-1 C8-2 L1-1 L1-2 DEMOLITION PLAN SITE PLAN GRADING PLAN SWPPP SWPPP NOTES SANITARY & WATERMAIN STORM SEWER CITY DETAILS CIVIL DETAILS LANDSCAPE PLAN LANDSCAPE PLAN & DETAILS Review Date SHEET INDEX License No. Date I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Landscape Architect under the laws of the State of Minnesota. Douglas D. Loken - LA 45591 Project Lead Drawn By Checked By Loucks Project No.15577B PJD DDL DDL 05/03/22 - PROPOSED SITE FLOOD PLAIN EXH PARKING STALL COUNT ACCESSIBLE PARKING STALL 2 LEGEND CATCH BASIN STORM SEWER SANITARY SEWER WATERMAIN STORM MANHOLE SANITARY MANHOLE HYDRANT GATE VALVE SPOT ELEVATION SIGN LIGHT POLE POWER POLE WATER MANHOLE / WELL CONTOUR CONCRETE CURB UNDERGROUND ELECTRIC CONCRETE TELEPHONE PEDESTAL UNDERGROUND TELEPHONE UNDERGROUND GAS OVERHEAD UTILITY CHAIN LINK FENCE BUILDING RETAINING WALL NO PARKING UNDERGROUND FIBER OPTIC SANITARY SEWER SERVICE WATER SERVICE ELECTRIC METER GAS METER TREE LINE EXISTING PROPOSED 972 DRAINTILE FORCEMAIN 373PARKING SETBACK LINE BUILDING SETBACK LINE 2 FENCE FLARED END SECTION POST INDICATOR VALVE BENCHMARK SOIL BORING 3DIRECTION OF FLOW 1.0% 972.5 TOLL FREE: 1-800-252-1166 TWIN CITY AREA: 651-454-0002 Gopher State One Call CALL BEFORE YOU DIG! WARNING: THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND / OR RELOCATION OF LINES. THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. FLOOD ZONE VOLUME BELOW 876.0 EXISTING SITE = 865 CY PROPOSED SITE ABOVE GROUND 874.0 - 876.0 = 297 CY STORM VAULT 871.4- 876.0 = 594 CY PROPOSED SITE TOTAL = 891 CY FLOOD PLAIN DATA 26 NO PARKINGNO PARKING PROPOSED BUILDING 875876877876 875 8 8 0 87487 6 8 7 7 8 7 8 87 9 8 8 1 8 8 2 8 8 3 8 8 4 88 3 884 876876875880877878879881882883884877876875 878876 877 876 878877878 8848 8 8 88888888 884 881 SKH 1 CH 2 SP 2 BS 2 NM 2 SKH 2 SKH 1 AM 1 SKH 2 BS 1 RR 3 RC 4 TH 1 Jm 11 AUH 3 Jm 10 AUH 6 CV 5 PHO 7 AUH 7 NY 9 WPA 4 INH 5 TY 12 FG 14 PR 13 WC 5 AFS 19 PR 6 AFS 7 GAC 12 CV 7 GAC 3 Jm 5 MJJ 3 GS 3 ML 7 AUH 7 CV 12 GAC 7 CV 7 MJJ 1 AM 3 Jm 35 FG 14 FG 1 QB 1 QB 1 NM 1 CH 1 CH 18 FG 5 FG 15 LS 7 GC 5 MJJ 22 GC 5 MJJ 10 GC 4 GC 5 MJJ 5 GC ROCK MULCH OVER FABRIC IN ISLANDS EDGER-TYP EDGER EDGER-TYP EDGER OUTDOOR PATIO SPACE BENCH-TYP DORA SPACE (SEE NOTES) DORA SPACE (SEE NOTES) DECIDUOUS TREES QTY COMMON NAME BOTANICAL NAME CONT SIZE AM 2 ARMSTRONG MAPLE Acer freemanii `Armstrong`B & B 2.5"Cal CH 3 COMMON HACKBERRY Celtis occidentalis B & B 2.5"Cal NM 3 NORTHWOOD MAPLE Acer rubrum `Northwood`B & B 2.5"Cal RR 1 RENAISSANCE REFLECTION BIRCH Betula papyrifera `Renaissance Reflection`B & B 8` HGT SKH 6 SKYLINE HONEYLOCUST Gleditsia triacanthos `Skycole`B & B 2.5"Cal QB 2 SWAMP WHITE OAK Quercus bicolor B & B 2.5"Cal EVERGREEN TREES QTY COMMON NAME BOTANICAL NAME CONT SIZE BS 4 BLACK HILLS SPRUCE FULL FORM Picea glauca `Densata`B & B 6` HGT SP 2 SWISS PINE FULL FORM Pinus cembra B & B 6` HGT ORNAMENTAL TREES QTY COMMON NAME BOTANICAL NAME CONT SIZE RC 3 RED JEWEL CRABAPPLE Malus x `Jewelcole` TM B & B 1.5"Cal TH 4 THORNLESS HAWTHORN Crataegus crus-galli `Inermis`B & B 1.5"Cal SHRUBS QTY COMMON NAME BOTANICAL NAME MIN CONT MIN SIZE SPACING CV 32 COMPACT AMERICAN VIBURNUM Viburnum trilobum `Bailey Compact` 5 gal 24" HGT 60" o.c. GC 48 GLOSSY BLACK CHOKEBERRY Aronia melanocarpa elata 5 gal 24" HGT 48" o.c. GS 3 GOLDFLAME SPIREA Spirea x bumalda `Goldflame`5 gal 24" HGT 48" o.c. GAC 26 GREEN MOUND ALPINE CURRANT Ribes alpinum `Green Mound`5 gal 24" HGT 48" o.c. INH 4 INCREDIBALL HYDRANGEA Hydrangea arborescens `Incrediball` 5 gal 24" HGT 48" o.c. ML 3 MISS KIM LILAC Syringa patula `Miss Kim`5 gal 24" HGT 54" o.c. GRASSES QTY COMMON NAME BOTANICAL NAME MIN CONT MIN SIZE SPACING FG 84 FEATHER REED GRASS Calamagrostis x acutiflora `Karl Foerster` 1 gal 24" o.c. CONIFEROUS SHRUBS QTY COMMON NAME BOTANICAL NAME MIN CONT MIN SIZE SPACING Jm 10 MEDORA JUNIPER Juniperus scopulorum 'Medora'10 gal 6` HGT 48" o.c. MJJ 27 MINT JULEP JUNIPER Juniperus chinensis `Monlep`5 gal 18" SPRD 60" o.c. NY 7 NOVA YEW Taxus cuspidata `Nova`5 gal 18" SPRD 48" o.c. TY 5 TAUNTON YEW Taxus x media `Taunton`5 gal 18" SPRD 48" o.c. PERENNIALS QTY COMMON NAME BOTANICAL NAME MIN CONT MIN SIZE SPACING AUH 35 AUREOMARGINATA HOSTA Hosta montana `Aureomarginata`1 gal 36" o.c. AFS 11 AUTUMN FIRE SEDUM Sedum x `Autumn Fire`1 gal 24" o.c. LS 15 LITTLE SPIRE RUSSIAN SAGE Perovskia x `Little Spire`1 gal 24" o.c. PHO 5 PATRIOT HOSTA Hosta x `Patriot`1 gal 24" o.c. PR 33 POT OF GOLD RUDBECKIA Rudbeckia fulgida `Pot of Gold`1 gal 24" o.c. WC 13 WALKERS LOW CATMINT Nepeta x faassenii `Walkers Low`1 gal 24" o.c. WPA 9 WOODS PURPLE ASTER Aster x `Woods Purple`1 gal 18" o.c. GROUND COVERS CODE COMMON NAME BOTANICAL NAME SOD TURF SOD Wm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opher State One Call CALL BEFORE YOU DIG! WARNING: THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND / OR RELOCATION OF LINES. THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. 03/07/22 CITY SUBMITTAL 04/11/22 CITY SUBMITTAL 05/03/22 CITY RE-SUBMITTAL LOUCKS W:\2015\15577B\CADD DATA\LANDSCAPE\_dwg Sheet Files\L1-1-LANDSCAPE PLANPlotted: 05 /03 / 2022 11:25 AM7200 Hemlock Lane, Suite 300 Maple Grove, MN 55369 763.424.5505 www.loucksinc.com PLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL SUBMITTAL/REVISIONS PROFESSIONAL SIGNATURE QUALITY CONTROL CADD files prepared by the Consultant for this project are instruments of the Consultant professional services for use solely with respect to this project. These CADD files shall not be used on other projects, for additions to this project, or for completion of this project by others without written approval by the Consultant. With the Consultant's approval, others may be permitted to obtain copies of the CADD drawing files for information and reference only. All intentional or unintentional revisions, additions, or deletions to these CADD files shall be made at the full risk of that party making such revisions, additions or deletions and that party shall hold harmless and indemnify the Consultant from any & all responsibilities, claims, and liabilities. CADD QUALIFICATION XCHANGE II MEDICAL OFFICE BUILDING St. Louis Park, MN 33 SOUTH 6TH STREET, SUITE 4650 MINNEAPOLIS, MN 55402 C1-1 C2-1 C3-1 C3-2 C3-3 C4-1 C4-2 C8-1 C8-2 L1-1 L1-2 DEMOLITION PLAN SITE PLAN GRADING PLAN SWPPP SWPPP NOTES SANITARY & WATERMAIN STORM SEWER CITY DETAILS CIVIL DETAILS LANDSCAPE PLAN LANDSCAPE PLAN & DETAILS Review Date SHEET INDEX License No. Date I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Landscape Architect under the laws of the State of Minnesota. Douglas D. Loken - LA 45591 Project Lead Drawn By Checked By Loucks Project No.15577B PJD DDL DDL 05/03/22 - LANDSCAPE PLAN L1-1 27 PAGE 1 OF 1Drawn By: SANDYDate:3/4/2022Scale: AS NOTEDRevisions# Date CommentsGENERAL NOTES:A. PULSE PRODUCTS DOES NOT ASSUME RESPONSIBILITYFOR THE INTERPRETATION OF THIS CALCULATION ORCOMPLAINCE TO THE LOCAL, STATE, OR FEDERALLIGHTNG CODES OR ORDINANCES.B. LIGHTING LAYOUT IS NOT INTENDED FOR CONSTRUCTIONDOCUMENTS BUT ONLY TO ILLUSTRATE THE PERFORMANCEOF THE PRODUCT.C. ALL READINGS/CALCULATIONS SHOWN ARE SHOWN ONOBJECTS/SURFACES.XCHANGE 2ST. LOUIS PARK, MNChecked By: TRENTLuminaire ScheduleCalculation SummaryLabelCalcTypeUnitsAvgMaxSymbolQtyLabelArrangementLLFDescriptionArr. WattsLum. LumensMinAvg/MinMax/MinSITE GROUNDIlluminanceFc1.2323.00.0N.A.N.A.PARKINGIlluminanceFc2.434.80.92AA52Back-Back0.900NLS NV-1-T5-64L-1-40K MOUNT ON 25FT P0LE WITH 3FT BASE410254192.705.336BBSingle0.900ATLANTIC LED4-SYL20-35K-4LED10-HZ RECESSED AT APPROX 10FT1719171WPSingle0.900PIL_MIMIK_30_M_740_070022 WALL MOUNT AT 12FT362602Plan ViewScale: 1 inch= 30 Ft.UPUP624PROPERTY LINE15,273 RSF Office Level2,227 RSF Parking Level17,500 RSF TotalSITE:1.22 Acres (53,143 SF)25%%% Green Space (13,624 SF)82 Parking7471119OVERHEADDOORBUILDING OVER-HANGCOVERED DROP-OFFEXITTAA52AA52WPBBBBBBBBBBBB0.1 0.1 0.1 0.2 0.2 0.20.1 0.2 0.2 0.3 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.3 0.3 0.3 0.30.2 0.3 0.4 0.5 0.6 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.6 0.5 0.5 0.5 0.4 0.4 0.5 0.5 0.5 0.4 0.4 0.4 0.4 0.4 0.4 0.3 0.20.2 0.4 0.5 0.7 0.9 1.0 1.1 1.1 1.0 1.0 1.1 1.1 1.0 0.9 0.8 0.7 0.7 0.7 0.7 0.7 0.8 0.8 0.7 0.7 0.7 0.7 0.7 0.6 0.5 0.4 0.3 0.2 0.1 0.10.3 0.5 0.7 1.0 1.2 1.4 1.5 1.6 1.5 1.5 1.5 1.5 1.3 1.2 1.1 1.0 0.9 0.9 1.0 1.1 1.2 1.2 1.1 1.1 1.1 1.1 1.0 0.9 0.7 0.5 0.4 0.2 0.1 0.10.4 0.6 0.9 1.2 1.5 1.8 2.0 2.1 2.0 2.0 2.0 1.9 1.7 1.5 1.4 1.2 1.2 1.2 1.3 1.5 1.6 1.6 1.6 1.5 1.6 1.6 1.4 1.2 1.0 0.7 0.5 0.3 0.2 0.10.4 0.7 1.1 1.5 1.8 2.1 2.4 2.6 2.6 2.6 2.5 2.3 2.0 1.8 1.6 1.5 1.4 1.5 1.7 1.8 2.0 2.1 2.1 2.1 2.1 2.0 1.8 1.5 1.2 0.9 0.6 0.4 0.2 0.10.5 0.8 1.2 1.6 2.0 2.5 2.8 3.1 3.2 3.2 3.0 2.6 2.3 2.0 1.8 1.6 1.6 1.7 1.9 2.1 2.4 2.6 2.7 2.6 2.6 2.4 2.1 1.8 1.4 1.0 0.7 0.4 0.2 0.10.5 0.8 1.2 1.6 2.2 2.7 3.1 3.7 4.0 3.9 3.4 2.9 2.5 2.1 1.8 1.7 1.7 1.8 2.1 2.4 2.7 3.1 3.3 3.3 3.1 2.8 2.4 2.0 1.6 1.1 0.8 0.4 0.20.4 0.8 1.2 1.6 2.2 2.8 3.3 4.2 4.7 4.5 3.8 3.0 2.5 2.1 1.8 1.7 1.7 1.8 2.2 2.6 3.0 3.6 4.1 4.1 3.7 3.1 2.6 2.1 1.6 1.2 0.8 0.4 0.20.4 0.8 1.2 1.6 2.2 2.8 3.3 4.3 4.7 4.6 3.9 3.1 2.5 2.1 1.7 1.6 1.6 1.8 2.1 2.6 3.1 4.0 4.8 4.8 4.2 3.2 2.7 2.1 1.6 1.1 0.7 0.4 0.20.5 0.8 1.2 1.7 2.2 2.7 3.2 3.8 4.1 4.1 3.5 2.9 2.5 2.1 1.8 1.7 1.7 1.8 2.2 2.6 3.1 4.0 4.8 4.8 4.1 3.2 2.7 2.1 1.5 1.1 0.7 0.4 0.20.5 0.8 1.2 1.6 2.1 2.5 2.9 3.2 3.3 3.3 3.0 2.7 2.3 2.0 1.8 1.7 1.7 1.9 2.2 2.6 3.0 3.6 4.0 4.0 3.7 3.1 2.6 2.1 1.6 1.1 0.7 0.4 0.20.5 0.8 1.1 1.5 1.9 2.2 2.5 2.7 2.6 2.7 2.6 2.3 2.1 1.9 1.7 1.6 1.7 1.8 2.1 2.4 2.7 3.1 3.3 3.3 3.1 2.8 2.4 2.0 1.5 1.1 0.7 0.4 0.20.4 0.6 1.0 1.3 1.6 1.8 2.0 2.1 2.1 2.1 2.1 2.0 1.8 1.6 1.5 1.4 1.5 1.7 1.9 2.5 3.6 3.8 3.6 2.8 2.7 2.6 2.3 1.9 1.4 1.0 0.7 0.4 0.20.3 0.5 0.8 1.0 1.3 1.5 1.6 1.6 1.5 1.6 1.6 1.6 1.5 1.3 1.2 1.2 1.3 1.4 1.7 9.1 22.9 23.0 16.1 2.8 2.9 2.8 2.4 1.7 1.2 0.9 0.6 0.3 0.20.3 0.4 0.6 0.7 0.9 1.1 1.1 1.1 1.1 1.1 1.2 1.2 1.1 1.0 0.9 0.9 1.0 1.3 1.7 5.5 12.9 13.0 9.5 3.1 4.1 3.9 2.2 1.4 1.0 0.7 0.5 0.3 0.20.2 0.3 0.4 0.5 0.6 0.7 0.7 0.7 0.7 0.7 0.8 0.8 0.7 0.7 0.7 0.7 0.8 0.23.2 6.2 5.2 2.0 1.0 0.7 0.5 0.4 0.2 0.10.1 0.2 0.2 0.3 0.4 0.4 0.4 0.4 0.4 0.4 0.5 0.5 0.5 0.4 0.5 0.5 0.2 0.20.6 0.5 0.4 0.3 0.2 0.10.1 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.3 0.3 0.3 0.3 0.1 0.1 0.10.0 0.3 0.2 0.2 0.10.1 0.1 0.10.0 0.0 0.1 0.1 0.10.0 0.0 0.00.0 0.0 0.1 0.1 0.00.0 0.0 0.00.0 0.0 0.0 0.0 0.00.0 0.0 0.00.0 0.0 0.0 0.0 0.00.0 0.0 0.00.0 0.0 0.0 0.0 0.00.0 0.0 0.00.0 0.0 0.0 0.0 0.00.0 0.0 0.00.0 0.0 0.0 0.0 0.00.0 0.0 0.00.0 0.0 0.0 0.0 0.00.0 0.0 0.00.0 0.0 0.0 0.0 0.00.0 0.0 0.00.0 0.0 0.0 0.0 0.00.0 0.0 0.00.0 0.0 0.0 0.0 0.00.0 0.0 0.00.0 0.0 0.0 0.00.0 0.0 0.00.0 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 0.00.0 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 0.00.0 0.0 0.0 0.0 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 0.00.0 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 0.01 fc0.5 fc0.25 fcTYPE AATYPE BBTYPE WP28 PAGE 1 OF 1Drawn By: SANDYDate:5/3/2022Scale: AS NOTEDRevisions# Date CommentsGENERAL NOTES:A. PULSE PRODUCTS DOES NOT ASSUME RESPONSIBILITYFOR THE INTERPRETATION OF THIS CALCULATION ORCOMPLAINCE TO THE LOCAL, STATE, OR FEDERALLIGHTNG CODES OR ORDINANCES.B. LIGHTING LAYOUT IS NOT INTENDED FOR CONSTRUCTIONDOCUMENTS BUT ONLY TO ILLUSTRATE THE PERFORMANCEOF THE PRODUCT.C. ALL READINGS/CALCULATIONS SHOWN ARE SHOWN ONOBJECTS/SURFACES.D. MN ENERGY CODE MEET FOR LPD BUILDING METHOD OFFICE 0.9 LPW ALLOWED.MEETING MN ENERGY CODE WOULD REQUIRE:1. 0-10V DIM CONTROL FOR BI-LEVEL REQUIRED.2. SENSORS IN ALL PRIVATE OFFICES AND RESTROOMS3. AUTOMATIC OFF THROUGHOUT OPEN AREAS.XCHANGE 2ST. LOUIS PARK, MNChecked By: TRENTCalculation SummaryLuminaire ScheduleLabelCalcTypeUnitsAvgMaxMinAvg/MinSymbolQtyLabelArrangementLLFDescriptionArr. WattsLum. LumensMax/MinPARKING GARAGE_FloorIlluminanceFc5.229.51.24.357.9211L3Single0.900GARDCO SVPG-A05-840-5RD-SUR-UNV-BLBT-BZ SURFACE MOUNT ON DECK AT 13.5FT908168Plan ViewScale: 1 inch= 12 Ft.UPUPA300-P6A300-P2MECHANICALANDELECTRICALTENANTSTORAGERECEIVINGLOBBYVESTIBULEBUILDINGSTORAGESTAIR BSTAIR AL3L3L3L3L3L3L3L3L3L3L35.8 6.6 5.8 5.6 6.5 6.3 4.4 2.5 1.45.2 5.9 5.9 5.9 6.1 5.5 4.5 2.7 1.65.0 5.7 6.0 6.0 6.0 5.3 4.5 2.8 1.75.7 6.7 6.3 6.2 6.8 6.5 4.9 2.9 1.75.8 7.2 6.4 6.3 7.2 7.0 5.0 3.0 1.75.6 6.2 5.9 6.0 6.5 6.3 4.7 3.0 1.84.9 5.4 5.4 5.7 6.1 5.8 4.6 3.0 1.81.2 2.1 3.5 4.7 4.5 3.5 3.0 3.3 3.7 5.4 5.2 5.1 5.6 6.5 6.3 4.8 3.0 1.81.4 2.5 4.3 6.0 5.7 4.3 3.7 4.3 5.5 6.5 5.5 5.0 5.7 7.1 7.0 5.0 3.0 1.81.5 2.7 4.5 5.7 5.7 4.6 4.2 5.1 6.6 7.2 5.8 5.0 5.6 6.6 6.4 4.9 3.1 1.81.6 2.8 4.4 5.0 5.3 4.8 4.5 5.3 6.2 6.5 5.7 5.1 5.5 5.9 5.5 4.7 3.1 1.81.7 3.0 4.8 5.8 5.9 5.1 4.7 5.4 5.8 6.0 5.7 5.1 5.6 6.3 6.0 4.9 3.1 1.91.8 3.1 5.1 7.0 6.7 5.4 4.9 5.7 6.8 6.8 5.9 5.2 5.8 7.1 7.1 5.1 3.1 1.91.8 3.1 5.0 6.7 6.5 5.4 5.0 5.9 7.6 7.6 6.1 5.2 5.7 6.9 6.8 5.1 3.2 1.91.9 3.1 4.8 6.0 6.1 5.4 5.1 5.8 7.1 7.1 6.0 5.3 5.6 6.3 6.2 4.9 3.2 1.91.9 3.2 5.0 6.4 6.4 5.5 5.1 5.7 6.6 6.6 5.8 5.3 5.7 6.6 6.5 5.0 3.2 1.92.0 3.3 5.4 7.2 7.0 5.7 5.2 5.9 7.0 7.0 6.0 5.4 5.9 7.2 7.3 5.3 3.3 1.92.0 3.4 5.4 7.0 6.9 5.8 5.4 6.3 7.8 7.8 6.3 5.4 5.9 7.1 7.0 5.3 3.3 2.02.1 3.5 5.3 6.0 6.4 5.9 5.5 6.3 7.5 7.5 6.3 5.6 6.0 6.5 6.0 5.2 3.4 2.02.2 3.6 5.6 6.5 6.8 6.2 5.7 6.4 6.8 6.7 6.3 5.7 6.2 6.9 6.5 5.5 3.5 2.12.2 3.9 6.3 8.3 8.2 6.6 6.0 6.7 7.4 7.3 6.6 6.0 6.7 8.3 8.2 6.1 3.7 2.12.3 4.1 6.8 9.2 8.9 7.1 6.3 7.3 8.9 8.7 7.1 6.2 7.1 9.0 9.1 6.6 3.9 2.22.3 4.1 6.8 9.2 8.9 7.1 6.5 7.7 9.5 9.2 7.3 6.2 7.1 8.9 9.0 6.5 3.8 2.12.2 3.8 6.3 8.3 8.1 6.7 6.4 7.8 9.5 9.0 7.0 5.9 6.6 8.2 8.1 5.9 3.6 2.02.0 3.5 5.5 6.4 6.7 6.1 6.0 7.4 8.8 8.2 6.4 5.5 6.0 6.6 6.3 5.2 3.3 1.91.9 3.2 5.0 5.7 6.0 5.7 5.6 6.6 6.9 6.8 5.7 5.0 5.5 5.9 5.5 4.7 3.0 1.84.9 6.3 6.3 5.3 5.1 5.9 6.0 6.0 5.2 4.6 5.2 6.3 6.2 4.6 2.7 1.64.5 6.2 6.0 4.8 4.6 5.7 6.6 6.2 4.8 4.1 4.7 6.0 6.0 4.2 2.4 1.43.5 4.6 4.6 4.0 4.0 5.3 6.5 5.9 4.3 3.5 3.8 4.5 4.4 3.3 2.0 1.22.4 2.9 3.1 3.0 3.3 4.1 4.9 4.5 3.5 2.81.3TYPE L3SL-229 A300-P 3 A300-P 1 A300-P 6 A300-P2 P R O P E RTY L I N E PROPERTY LINEPROPERTY LINE94' - 4" 94' - 4"164' - 0"51' - 0"7' - 4"16' - 0"9' - 0" 5' - 0" 6' - 0" MECHANICAL AND ELECTRICAL TENANT STORAGE RECEIVING LOBBY VESTIBULE BUILDING STORAGE STAIR B STAIR A LEVEL 02 BUILDING OVERHANG LEVEL 02 BUILDING OVERHANG BUILDING CANOPY BUILDING SET-BACK LINEBU I DL IN G S E T -BA CK L I NE20' - 0"11' - 6"15' - 0"9' - 0"9' - 0" 60.00° 60.00°21' - 0"16' - 0"9 ' - 0 "60.00°(3) BIKE RACKS 20' - 0"16' - 0"20' - 0"16' - 0"20' - 0"9' - 0"16' - 3 1/8"6 0 .0 0 °TWO CAR ELECTRIC CAR CHARGING STATION CONDUIT FOR FUTURE CAR CHARGING STATIONS RUN TO ALL VEHICLE SPACES ALONG INTERIOR WALL CONDUIT FOR FUTURE CAR CHARGING STATIONS RUN TO ALL VEHICLE SPACES ALONG INTERIOR WALL 7 4 5 11 CONDUIT FOR FUTURE CAR CHARGING STATIONS RUN TO ALL VEHICLE SPACES ALONG INTERIOR WALL (2) BIKE RACKS 156' - 0"10' - 0"166' - 0"SEE CIVIL PLANS FOR WALK AND LANDSCAPE A300-P 3 A300-P 1 A300-P 6 A300-P2 49' - 4"3' - 0"43' - 0" 95' - 4"182' - 0"53' - 4"93' - 0"35' - 8"21' - 4"26' - 8"47' - 8" 95' - 8"15' - 10"164' - 0"179' - 10"TENANT STAIR B STAIR A Drawn By Checked By Project No ©2019 SYNERGY ARCHITECTURE STUDIO, LLC33 SOUTH 6TH STREET SUITE 4660 MINNEAPOLIS, MN 55402 612 . 383 . 2701 | SYNERGYARCHSTUDIO.COM 5/3/2022 2:24:24 PMA200-P PRELIMINARY FLOOR PLANS Xchange Medical II PJG EM/DB 00000 COLORADO AVE S & WAYZATA BLVD 1/8" = 1'-0"1 PRELIMINARY BUILDING PLAN - LEVEL 01 1/8" = 1'-0"2 PRELIMINARY BUILDING PLAN - LEVEL 02 N N No.Description Date CITY SUBMITTAL 04.11.2022 CITY SUBMITTAL 05.03.2022 30 A300-P 3 A300-P 1 A300-P 6 A300-P2 RTU 2 A201-P PRE-FORMED METAL FLASHING PARAPET CAP PRE-CAST ROOF DECK RTU SCREEN PRE-FORMED METAL FLASHING PARAPET CAP COMPOSITE METAL PANEL PARAPET CAP COMPOSITE METAL PANEL PARAPET CAP PRE-FORMED METAL FLASHING PARAPET CAP COMPOSITE METAL PANEL CANOOPY BALLASTED EPDM MEMBRANE OVER RIGID INSULATION AND METAL DECKING BALLASTED EPDM MEMBRANE OVER RIGID INSULATION AND METAL DECKING ROOF TOP UNIT 7' - 0".7' - 0".PAINTED CORRUGATGED METAL PANEL RTU SCREEN TO MATCH COMPOSITE METAL COLOR PAINTED GALVANIZED STRUCTURAL STEEL FRAME SECURED TO PRE- CAST DECK PRE-FORMED PAINTED CAP FLASHING RTU CURB2' - 0"6' - 0" MIN FINISHED ROOF TOP6' - 0".MIN1' - 0"Drawn By Checked By Project No ©2019 SYNERGY ARCHITECTURE STUDIO, LLC33 SOUTH 6TH STREET SUITE 4660 MINNEAPOLIS, MN 55402 612 . 383 . 2701 | SYNERGYARCHSTUDIO.COM 5/3/2022 2:24:28 PMA201-P PRELIMINARY ROOF PLAN Xchange Medical II PJG EM/DB 00000 COLORADO AVE S & WAYZATA BLVD 1/8" = 1'-0"1 PRELIMINARY BUILDING PLAN - ROOF N No.Description Date CITY SUBMITTAL 04.11.2022 CITY SUBMITTAL 05.03.2022 1/2" = 1'-0"2 SECTION - ROOF TOP UNIT SCREEN 31 LEVEL 01 100' - 0" LEVEL 02 114' - 0" PARAPET B 130' - 0" LVL 02 - TYP WDW SILL 117' - 8" LVL 02-TYP WDW HEAD 123' - 0" T.O. RTU SCREEN 134' - 7" PARAPET A 128' - 0" T.O. STEEL - LOW 126' - 0" GRADE - NORTH 108' - 0" 4" X 4" X 12" UTILITY BRICK WITH COLORED MORTAR BLACKANODIZED ALUMINUM THERMALLY BROKEN GLAZING FRAMES WITH DOUBLE PANE LOW-E GLAZING 4" X 4" X 12" UTILITY BRICK WITH COLORED MORTAR INSULATED COMPOSITE METAL PANELS CLEAR ANODIZED ALUMINUM THERMALLY BROKEN GLAZING FRAMES WITH DOUBLE PANE LOW-E GLAZING INTERNALLY LED LIT ANODIZED ALUMINUM FRAME BUILDING SIGNAGE: 25 SF INTERNALLY LED LIT ANODIZED ALUMINUM FRAME BUILDING SIGNAGE: 25 SF BLACKANODIZED ALUMINUM THERMALLY BROKEN GLAZING FRAMES WITH DOUBLE PANE LOW-E GLAZING PAINTED CORRUGATED METAL PANEL MECHANICAL SCREEN 4" H. PAINTED BREAK METAL PARAPET CAP FLASHING PARAPET BEYONDINTERNALLY LED LIT ANODIZED ALUMINUM FRAME BUILDING SIGNAGE: 25 SF 20' - 0"20' - 0"19' - 0".LEVEL 01 100' - 0" T.O. STEEL - HIGH 128' - 7" LEVEL 02 114' - 0" PARAPET B 130' - 0" PARAPET C 131' - 0" LVL 02 - TYP WDW SILL 117' - 8" LVL 02-TYP WDW HEAD 123' - 0" T.O. RTU SCREEN 134' - 7" PARAPET A 128' - 0" T.O. STEEL - LOW 126' - 0" GRADE - NORTH 108' - 0" 4" X 4" X 12" UTILITY BRICK WITH COLORED MORTAR BLACKANODIZED ALUMINUM THERMALLY BROKEN GLAZING FRAMES WITH DOUBLE PANE LOW-E GLAZING 4" X 4" X 12" UTILITY BRICK WITH COLORED MORTAR INSULATED COMPOSITE METAL PANELS CLEAR ANODIZED ALUMINUM THERMALLY BROKEN GLAZING FRAMES WITH DOUBLE PANE LOW-E GLAZING INTERNALLY LED LIT ANODIZED ALUMINUM FRAME BUILDING SIGNAGE: 50 SF BLACKANODIZED ALUMINUM THERMALLY BROKEN GLAZING FRAMES WITH DOUBLE PANE LOW-E GLAZING INSULATED COMPOSITE METAL PANELS CLEAR ANODIZED ALUMINUM THERMALLY BROKEN GLAZING FRAMES WITH DOUBLE PANE LOW-E GLAZING INTERNALLY LED LIT ANODIZED ALUMINUM FRAME BUILDING SIGNAGE: 25 SF PAINTED CORRUGATED METAL PANEL MECHANICAL SCREEN 4" H. PAINTED BREAK METAL PARAPET CAP FLASHING 20' - 0"8' - 0"12' - 0"19' - 0"31' - 0"30' - 0"LEVEL 01 100' - 0" T.O. STEEL - HIGH 128' - 7" LEVEL 02 114' - 0" PARAPET B 130' - 0" PARAPET C 131' - 0" LVL 01 - TYP WDW SILL 103' - 8" LVL 02 - TYP WDW SILL 117' - 8" LVL 01-TYP WDW HEAD 109' - 0" LVL 02-TYP WDW HEAD 123' - 0" B.O. CANOPY 112' - 0" T.O. RTU SCREEN 134' - 7" 4" X 4" X 12" UTILITY BRICK WITH COLORED MORTAR 4" X 4" X 12" UTILITY BRICK WITH COLORED MORTAR CLEAR ANODIZED ALUMINUM THERMALLY BROKEN GLAZING FRAMES WITH DOUBLE PANE LOW-E GLAZING CLEAR ANODIZED ALUMINUM THERMALLY BROKEN GLAZING FRAMES WITH DOUBLE PANE LOW-E GLAZING COMPOSITE METAL COVERED DRO-OFF CANOPY 4" H. PAINTED BREAK METAL PARAPET CAP FLASHING INSULATED AND PAINTED INDUSTRIAL OVERHEAD PARKING GARAGE DOOR WITH AUTO OPENER BLACK ANODIZED ALUMINUM THERMALLY BROKEN GLAZING FRAMES WITH DOUBLE PANE LOW-E GLAZING PAINTED CORRUGATED METAL PANEL MECHANICAL SCREEN INSULATED COMPOSITE METAL PANELS INTERNALLY LED LIT ANODIZED ALUMINUM FRAME BUILDING SIGNAGE: 30 SF CLEAR ANODIZED ALUMINUM THERMALLY BROKEN GLAZING FRAMES WITH DOUBLE PANE LOW-E GLAZING INTERNALLY LED LIT ANODIZED ALUMINUM FRAME BUILDING SIGNAGE: 50 SF 31' - 0"30' - 0"19' - 0"12' - 0"LEVEL 01 100' - 0" T.O. STEEL - HIGH 128' - 7" LEVEL 02 114' - 0" PARAPET B 130' - 0" PARAPET C 131' - 0" LVL 02 - TYP WDW SILL 117' - 8" LVL 02-TYP WDW HEAD 123' - 0" B.O. CANOPY 112' - 0" T.O. RTU SCREEN 134' - 7" PARAPET A 128' - 0" T.O. STEEL - LOW 126' - 0" GRADE - NORTH 108' - 0" 4" X 4" X 12" UTILITY BRICK WITH COLORED MORTAR BLACKANODIZED ALUMINUM THERMALLY BROKEN GLAZING FRAMES WITH DOUBLE PANE LOW-E GLAZING PAINTED CORRUGATED METAL PANEL MECHANICAL SCREEN CLEAR ANODIZED ALUMINUM THERMALLY BROKEN GLAZING FRAMES WITH DOUBLE PANE LOW-E GLAZING 4" H. PAINTED BREAK METAL PARAPET CAP FLASHING 30' - 0"20' - 0"BUILDING MATERIALS NORTH:72% CLASS I MATERIALS BRICK 934 SF 49% METAL PANEL 538 SF 28% GLASS 431 SF 23% TOTAL:1,903 SF EAST:74% CLASS I MATERIALS BRICK 2,624 SF 56% METAL PANEL 1,229 SF 26% GLASS 835 SF 18% TOTAL:4,688 SF SOUTH:72% CLASS I MATERIALS BRICK 1,070 SF 39% METAL PANEL 772 SF 28% GLASS 900 SF 33% TOTAL:2,742 SF WEST:93% CLASS I MATERIALS BRICK 3,480 SF 82% METAL PANEL 306 SF 7% GLASS 450 SF 11% TOTAL:4,236 SF BUILDING TOTAL: 81% CLASS I MATERIALS BRICK 8,108 SF 60% METAL PANEL 2,845 SF 21% GLASS 2,616 SF 19% TOTAL:13,569 SF PER SECTION 36-366 MIN 60% CLASS I BUILDING MATERIALS PER ELEVATION VISIBILE FROM OFF-SITE. BUILDING SIGN REVIEW PER SECTION 36-362, TABLE 36-362A USE DISTRICT "O" SITES 50,000 SF TO 100,000 SF MAX HEIGHT PERMITTED 25'-0" MAX TOTAL AREA PERMITTED :300 SF MAX INDIVIDUAL SIGN AREA PERMITTED: 150 SF PROPOSED: NORTH: 75 SF EAST:75 SF SOUTH:30 SF MONUMENT:60 SF PER SIDE - 120 SF TOTAL TOTAL:300 SF Medical Tenant Medical Tenant 12' - 4"1' - 10"SIGN BOX7' - 6"3' - 0"8' - 8"8" DOUBLE SIDED INTERNALLY LIT MONUMENT SIGN W/ PUSHED-THRU ALUMINUM LETTERS BRICK VENEER TO MATCH BUILDING PRE-FORMED METAL CAP FLASHING TO MATCH BUILDING SIGN BOX 8' - 0" PRE-CAST - PRE-COLORED STONE CAP BRICK VENEER TO MATCH BUILDING COMPOSITE WOOD SLAT DOORS WITH GUIDE SUPPORT WHEELS AND LOCKING CANE LATCH 7' - 0"CONCRETE FILLED PAINTED STEEL BOLLARDS 18' - 0" 3' - 0" 12' - 0" 3' - 0" Drawn By Checked By Project No ©2019 SYNERGY ARCHITECTURE STUDIO, LLC33 SOUTH 6TH STREET SUITE 4660 MINNEAPOLIS, MN 55402 612 . 383 . 2701 | SYNERGYARCHSTUDIO.COM 5/3/2022 2:24:32 PMA300-P PRELIMINARY ELEVATIONS Xchange Medical II PJG EM/DB 00000 COLORADO AVE S & WAYZATA BLVD 1/8" = 1'-0"1 ELEVATION - NORTH - PRELIMINARY 1/8" = 1'-0"2 ELEVATION - EAST - PRELIMINARY 1/8" = 1'-0"3 ELEVATION - SOUTH - PRELIMINARY 1/8" = 1'-0"6 ELEVATION - WEST - PRELIMINARY No.Description Date CITY SUBMITTAL 04.11.2022 CITY SUBMITTAL 05.03.2022 1/8" = 1'-0"4 ELEVATION - MONUMENT SIGN 1/8" = 1'-0"5 ELEVATION - TRASH ENCLOSURE 32 Drawn By Checked By Project No ©2019 SYNERGY ARCHITECTURE STUDIO, LLC33 SOUTH 6TH STREET SUITE 4660 MINNEAPOLIS, MN 55402 612 . 383 . 2701 | SYNERGYARCHSTUDIO.COM 5/3/2022 2:24:33 PMA900-P BUILDING RENDERINGS Xchange Medical II PJG EM/DB 00000 COLORADO AVE S & WAYZATA BLVD No.Description Date CITY SUBMITTAL 04.11.2022 33 Drawn By Checked By Project No ©2019 SYNERGY ARCHITECTURE STUDIO, LLC33 SOUTH 6TH STREET SUITE 4660 MINNEAPOLIS, MN 55402 612 . 383 . 2701 | SYNERGYARCHSTUDIO.COM 5/3/2022 2:24:33 PMA901-P BUILDING RENDERINGS Xchange Medical II PJG EM/DB 00000 COLORADO AVE S & WAYZATA BLVD No.Description Date CITY SUBMITTAL 04.11.2022 34 Drawn By Checked By Project No ©2019 SYNERGY ARCHITECTURE STUDIO, LLC33 SOUTH 6TH STREET SUITE 4660 MINNEAPOLIS, MN 55402 612 . 383 . 2701 | SYNERGYARCHSTUDIO.COM 5/3/2022 2:24:33 PMA902-P BUILDING RENDERINGS Xchange Medical II PJG EM/DB 00000 COLORADO AVE S & WAYZATA BLVD No.Description Date CITY SUBMITTAL 04.11.2022 35 36 From:Hoppe, Steve E To:Laura Chamberlain Cc:Hoppe, Steve E Subject:FW: City of St. Louis Park - Development Review Request: 6301 Wayzata Boulevard Date:Friday, April 15, 2022 11:22:00 AM Attachments:image001.png image006.png CAUTION: This email originated from outside of the organization. Do not click links or open attachments unless you recognize the sender and know the content is safe. Hi Laura, Lumen has facilities inside the buildings at 6311 Wayzata Blvd, 6301 Wayzata Blvd, and 1342 Colorado Ave that will have to be cut out prior to demolition. Normally, I would receive demo notices from the city that triggers action on my part to remove these facilities before permits can be signed off. The main feed for these buildings come from the cables that are on the Frontage Rd on the north side of the property. If the construction limits for this new project encroach into the ROW where these cables are and deemed to be then in conflict, any relocations are at the expense of the builder/contractor. Let me know if you have further questions. Steve Hoppe Network Implementation Engineer II 425 Monroe St., Anoka, MN 55303 Tel: 612-431-3489 | cell: 320-291-2852 steve.hoppe@lumen.com From: Olson, Randall <Randall.Olson@lumen.com> Sent: Friday, April 15, 2022 11:02 AM To: Hoppe, Steve E <Steve.Hoppe@lumen.com> Subject: FW: City of St. Louis Park - Development Review Request: 6301 Wayzata Boulevard WC=GLVYMNOR Rand Olson Sr Engineer 300 W 65th St, Richfield, MN, 55423 tel: 612-861-8702 | cell: 612-987-6852 randall.olson@lumen.com 37 From:Erick Francis To:Jim Herbert Cc:Laura Chamberlain; Laura Jester Subject:RE: City of St. Louis Park - Development Review Request: 6301 Wayzata Boulevard Date:Wednesday, April 20, 2022 11:41:55 AM Attachments:image001.png Hi Jim, Yes, this project is not along the BC trunk line. We can wait for the final review once the city has the approved plans. Thanks! Erick Francis 952.924.2690 From: Jim Herbert <JHerbert@barr.com> Sent: Wednesday, April 20, 2022 11:39 AM To: Erick Francis <efrancis@stlouispark.org> Cc: Laura Chamberlain <lchamberlain@stlouispark.org>; Laura Jester <laura.jester@keystonewaters.com> Subject: FW: City of St. Louis Park - Development Review Request: 6301 Wayzata Boulevard CAUTION: This email originated from outside of the organization. Do not click links or open attachments unless you recognize the sender and know the content is safe. Hi Erick, This site does not appear to impact the Bassett Creek trunk system. Is the City requesting preliminary BCWMC review of this site or should we wait for the formal BCWMC submittal? - Jim Jim Herbert, PE Vice President Senior Civil Engineer Minneapolis, MN office: 952.832.2784 cell: 612.834.1060 jherbert@barr.com www.barr.com If you no longer wish to receive marketing e-mails from Barr, respond to communications@barr.com and we willbe happy to honor your request. From: Laura Chamberlain <lchamberlain@stlouispark.org> Sent: Thursday, April 14, 2022 3:29 PM 38 From:Natalie Sanford To:Laura Chamberlain Cc:Dylan Osborn Subject:Re: City of St. Louis Park - Development Review Request: 6301 Wayzata Boulevard Date:Thursday, April 21, 2022 1:40:27 PM Attachments:USI_Asbuilt_6301WayzataBlvd_DevelopmentReview.pdf CAUTION: This email originated from outside of the organization. Do not click links or open attachments unless you recognize the sender and know the content is safe. Hi Laura, See attached US Internet asbuilt map and let us know if you need anything else. Thanks, Natalie Sanford GIS Technician (651) 336-9063 12450 Wayzata Blvd. Suite 320 | Minnetonka, MN 55305 [usinternet.com] cid:image002.jpg@01D5909F.B1405200 From: Dylan Osborn Sent: Tuesday, April 19, 2022 12:31:09 PM To: Natalie Sanford Subject: FW: City of St. Louis Park - Development Review Request: 6301 Wayzata Boulevard Can you check if we have things here? No rush From: Laura Chamberlain [mailto:lchamberlain@stlouispark.org] Sent: Thursday, April 14, 2022 3:29 PM To: Randall.Olson@centurylink.com; sean.w.lawler@xcelenergy.com; Cherie.Monson@CenterPointEnergy.com; Dylan Osborn <dosborn@usinternet.com>; jherbert@barr.com; Wes.Saunders-Pearce@state.mn.us Cc: Sean Walther <swalther@stlouispark.org>; Jeff Miller <Jeff.Miller@hkgi.com>; Natalie Brown <natalie.brown@hkgi.com> Subject: City of St. Louis Park - Development Review Request: 6301 Wayzata Boulevard Good afternoon, The City of St. Louis Park has received planning applications from Synergy Architecture Studio for the 39 redevelopment of 6301 Wayzata Boulevard, 1332, 1336, 1342 Colorado Avenue S, and 1343 Dakota Avenue S. The submitted applications include a preliminary and final plat, and a conditional use permit in the floodplain. They are proposing an 18,000 sf one-story medical office building with a tuck-under parking garage. The plans are available for download here: https://files.logis.org/public/8dec1e This item is scheduled to go to the Planning Commission for review on May 11. Please send any comments to me by email no later than Wednesday May 4, 2022. If you have any questions, please feel free to call me at 952.924.2573 or email lchamberlain@stlouispark.org. Even if you have no comments, please email a response. Thank you for your assistance! Sincerely, Laura Chamberlain (she/her/hers) Senior Planner | City of St. Louis Park 5005 Minnetonka Blvd, St. Louis Park, MN 55416 Office: 952-924-2573 www.stlouispark.org Experience LIFE in the Park. 40 "H "H "H "H DakotaAve SWayzata Blvd 14th St W Wayzata Blv d Interstate 394 14th St W Ramp Wayzata Blv d Colorado Ave SDakota Ave S6415 6465 6401 0 1345 6311 1343 1342 1336 1332 6301 1341 0 Date: 4/21/2022 The user of this information agrees that these data and maps have been created from various data sources at various levels of accuracy. The data is provided "as-is" with no claim made to its accuracy or its appropriateness to any intended use. It is the responsiblity of the user to be aware of these limitations and to utilize the data in an appropriate manner. US Internet is not liable or responsible for errors by other entities when using these data or maps. ¬ 0 40 8020Feet Development Review Request: 6301 Wayzata Boulevard Legend Project Area USI Existing HH "H Handhole USI Existing ConduitDistribution (1 2" Orange, 1 2" Black)House Drop 41 From: Jon Barnett Sent: Wednesday, April 27, 2022 7:40 AM To: Laura Chamberlain <lchamberlain@stlouispark.org> Subject: 6301 Wayzata Blvd Project: 5/11/22 Planning Commission CAUTION: This email originated from outside of the organization. Do not click links or open attachments unless you recognize the sender and know the content is safe. Hi Laura, I received a letter from your city notifying me of the project at 6301 Wayzata Blvd by the Davis Group. I'm writing in support of this project, this would be an excellent addition to our neighborhood. Please include my support in the packet for the planning commission. Kindest regards, Jon Barnett Owner: 6401 Wayzata Blvd, Real Estate Holdings Group LLC Jon Barnett President/Owner EdinAlarm, Inc. Since 1989 a: 6401 Wayzata Blvd St. Louis Park, MN 55426 w: edinalarm.com 42 Planning commission: Regular meeting Meeting date: May 11, 2022 Agenda item: 3b 3b 2220 Florida Ave. S. – plat and conditional use permit Location: 2211, 2221 and 2220 Florida Ave. S. and 6560 23rd St. W. Case Number: 22-15-S, 22-21-CUP Applicant: Martin Bell Owner: Martin Bell Properties, LLC Review Deadline: 60 days: June 10, 2022 120 days: August 9, 2022 Recommended motions: Chair to open the public hearing, take testimony and close the hearing. Motion to table the preliminary and final plat of Bellboy Addition to the June 1, 2022, planning commission as recommended by staff. Motion to table the conditional use permit to the June 1, 2022, planning commission meeting as recommended by staff. Summary of request: The applicant requests approval of a preliminary and final plat of Bellboy Addition to combine three existing platted lots into one lot to facilitate the construction of a warehouse building. The applicant also requests approval of a conditional use permit (CUP) to allow off-site parking on the new platted lot for the existing warehouse located at 2220 Florida Ave. S. Site information: The three properties proposed to be combined are located at 2211 Florida Ave. S., 2221 Florida Ave. S., and 6560 23rd St. W. All three lots are located on the east side of Florida Ave. S. and north side of 23rd St. W. The existing warehouse that would benefit from the off-site parking is at 2220 Florida Ave. S., on the west side of Florida Avenue South. Site area (acres): Bellboy plat: 1.56 acres 2220 Florida Ave. S.: 0.9 acres Current use: Bellboy plat: parking lot 2220 Florida Ave. S.: warehouse/office Surrounding land uses: North: Hockey training facility, industrial East: industrial South: industrial West: industrial, residential 2040 land use guidance: IND - industrial Zoning: I-P industrial park 43 Regular meeting meeting of May 11, 2022 (Item No. 3b) Title: 2220 Florida Avenue S - plat and conditional use permit Background: The three properties proposed to be platted are currently paved for parking purposes. The parking lot has historically been underutilized. The number of spaces used by the warehouse building located at 2220 Florida Ave. S. has varied depending on the tenants. A portion of the parking lot is striped for 23 parking spaces. Most of the parking lot is not striped and not utilized for parking or any other use. The warehouse located at 2220 Florida Ave. S. was constructed in 1976. It has been utilized for various warehouse and office uses. The building covers 68% of the lot. The remaining land is landscaped to the west north and east of the building. The south and a small portion of the east parts of the lot are paved and provide access to the docks. There are no on-site parking spaces. Present considerations: The applicant proposes to combine the three properties in preparation to construct a 15,000-square-foot warehouse/office building. The building cannot be constructed across property lines; therefore, the three existing lots must be combined into one lot as proposed by the plat. The applicant requests a CUP to allow the number of parking spaces required by code to be maintained on a different property. The existing warehouse building at 2220 Florida Ave. S. currently utilizes the parking spaces on 2211 and 2221 Florida Ave. S. since there are no parking spaces located on 2220 Florida Ave. S. This arrangement is referred to as “off-site parking”, which city code allows by CUP. One of the conditions of approval is that a permanent easement for parking and access be recorded on both properties to ensure the parking spaces will be available to 2220 Florida Ave. S. in the future without an expiration date. The current off-site parking arrangement was not approved by a CUP or other formal city approval and is not 44 Regular meeting meeting of May 11, 2022 (Item No. 3b) Title: 2220 Florida Avenue S - plat and conditional use permit protected by a parking and access easement. Analysis: The following is an analysis of the preliminary and final plat and CUP application: Preliminary and final plat. The preliminary and final plat proposes to combine three lots into one. City code allows staff to administratively combine two previously platted lots, however, combining three or more lots requires the property to be replatted. Lot size: The combined lot will be 68,296 square feet (1.56 acres). Street frontage: The lot will front on two streets. It will have 248 feet of frontage along Florida Avenue South to the west, and 127 feet of frontage along 23rd St. W. to the south. This lot is a corner lot even though it does not include the 15,000 square foot property at the corner of the two streets. For corner lots, the zoning ordinance considers the shortest of the two street frontages to be the front lot line and subject to the front yard requirements. The other is a side lot line and subject to the side yard abutting a street requirement. Easement: City code requires a ten-foot drainage and utility easement along all street frontages and a five-foot drainage and utility easement along all interior lot lines. The plat proposes a ten- foot drainage and utility easement along both Florida Avenue S and 23rd Street W, and a six- foot easement along the interior lot lines. The application includes plans for the development of the combined property to be used as a warehouse building with accessory parking lot. The subject property, along with the adjacent properties to the east and 23rd Street W to the south have a history of flooding resulting from significant rain events. The proposed development of the property must include stormwater control improvements to ensure that the flooding risk is not increased because of the development. As of the date of this report, the proposed stormwater improvements have not been approved by the city engineering department or the Minnehaha Creek Watershed District. Therefore, additional drainage and utility easements may be required beyond what is proposed to preserve existing and proposed stormwater control improvements. Sidewalks: The subdivision ordinance requires a sidewalk be installed along all street frontages. Additionally, the city code allowing off-site parking includes a condition that sidewalks be installed to provide pedestrian access from the parking facility to the warehouse building. The proposed plat does not show sidewalks, and staff has requested it be added, and is recommending it be added as a condition of approval. There are no sidewalks along Florida Ave. S. or 23rd St. W. A trail was constructed in 2021 along Edgewood Avenue South just 300 feet east of the subject property. Conditional use permit. The CUP is requested to allow the required parking spaces for the warehouse located at 2220 Florida Ave. S. to be located at 2211 and 2221 Florida Ave. S. Off- site parking is allowed with the following conditions: (1) Paved pedestrian access shall be provided and maintained between the off-site parking facility and the principal structure. The application does not currently propose sidewalks. Staff is working with the applicant to have pedestrian access included with 45 Regular meeting meeting of May 11, 2022 (Item No. 3b) Title: 2220 Florida Avenue S - plat and conditional use permit the plat and development plans. Staff recommends including a condition of approval requiring sidewalks along Florida Avenue South and 2220 Florida Ave. S. (2) The off-site parking facility shall be located no further than 300 feet from a residential structure and no further than 500 feet from a non-residential structure. Shuttle service may be provided as an alternative means of access for non-residential uses. The off-site parking facility is located approximately 60 feet from 2220 Florida Ave. S. This condition is met. (3) Off-site parking facilities shall be protected by an irrevocable covenant recorded by the county. A certified copy of the recorded document shall be provided to the Zoning Administrator within 60 days after approval of the agreement by the city council. Staff is recommending that a condition of approval be added that an irrevocable easement be recorded on 2220 Florida Ave. S. and the new parcel resulting from the plat. Proposed development. As noted above, a warehouse/office building is proposed to be constructed on the new platted parcel. The following is a summary of the proposal: Proposed building: One-story, 15,000 square foot warehouse/office building. Parking: The proposed warehouse/office building requires 12 parking spaces. The existing warehouse/office building at 2220 Florida Ave. S. requires 43 parking spaces Total required parking spaces: 55 Total provided parking spaces: 59 Grading/stormwater: The grading plan proposes to direct the runoff water to the west and south. Runoff to the west will go to the catch basins in Florida Ave. S. Runoff to the south will either drain to a proposed infiltration trench to be located under the south parking lot, or it will be directed to an infiltration swale along the east property line. Water that does not infiltrate will drain to a catch basin located along the south edge of the south parking lot. The grading and stormwater plans submitted with the proposal were insufficient for the city engineering department and Minnehaha Creek Watershed district to complete its review. Additional information has been requested. Due to the history of flooding on this property, adjacent properties and impacting 23rd St. W., staff is recommending the application be tabled to the June 1, 2022, meeting. A determination must be found that the proposed development does not increase the flooding risk, and ideally, reduces the flooding risk. Next steps: If the planning commission tables consideration for the plat and CUP, then it will be scheduled for the June 1 planning commission meeting. If the planning commission makes a 46 Regular meeting meeting of May 11, 2022 (Item No. 3b) Title: 2220 Florida Avenue S - plat and conditional use permit recommendation to the city council, then it will be scheduled for the June 6, 2022, city council meeting. Recommendation: Staff requested additional information pertaining to the stormwater plan that is required to complete city review. The stormwater plan may result in additional drainage and utility easements to be required as part of the plat. Therefore, staff recommend the applications for a preliminary and final plat of Bellboy Addition and the CUP for off-site parking be tabled to the June 1, 2022, planning commission meeting to allow staff time to complete its review of requested information. Supporting documents: Proposed development plans, preliminary plat, final plat. Prepared by: Gary Morrison, zoning administrator Reviewed by: Sean Walther, planning manager 47 48 49 50 51 52 53 54 55 56 57 58 59 60 Planning commission: Regular meeting Meeting date: May 11, 2022 Agenda item: 3c 3c Chick-fil-A planned unit development (PUD) amendment Location: 8020 Hwy 7 Case Number: 22-13-PUD Applicant: Todd Richards, HR Green, on behalf of Chick-fil-A Owner: Gateway Knollwood LLC Review Deadline: 60 days: May 21, 2022 120 days: July 20, 2022 Recommended motions: Chair to open the public hearing, take testimony, and close the public hearing. Motion to recommend approval of the PUD amendment as recommended by staff. Summary of request: Chick-fil-A requests city approval for an amendment to PUD-10 – Shoppes at Knollwood, to expand a portion of the existing drive-through lane to two lanes and add canopies over the drive-through lanes on the north and south sides of the building. Site location: Site area (acres): Property: 0.700 acres Building: 5,000 square feet Current use: Chick-fil-A drive-through restaurant Surrounding land uses: North: PUD- Commercial East: PUD- Commercial South: O- Office West: PUD- Commercial 61 Regular meeting of May 11, 2022 (Item No. 3c) Title: Chick-fil-A planned unit development (PUD) amendment Current 2040 land use guidance Current zoning COM - commercial PUD planned unit development Proposed 2040 land use guidance Proposed zoning COM - commercial PUD planned unit development Background: The Chick-fil-A restaurant was approved by the city council on May 15, 2017, for the property located at 8020 Hwy 7 zoned PUD 10. The restaurant was approved with a dual lane drive-through along the south and part of east side of the building. The drive-through, however, reduces to one lane on the east side and continues as one lane on the north side. While covid related dining restrictions were in place, Chick-fil-A utilized a large tent over the order taking portion of the drive-through to shelter staff as they took orders. The tent was removed when the covid related dining restrictions ended. Present considerations: The applicant proposes to amend the PUD to expand the one lane portion of the drive-through to two lanes, and to add canopies on the southern and northern sides of the existing building over the drive-through lanes. The purpose of the expanded drive-through lanes is to reduce waiting times in the drive- through lines. The purpose of the canopies is to provide shelter for their employees as they take and deliver orders. Zoning analysis: Section 36-268-PUD 10: PUD 10 (6) allows for in-vehicle sales or service as a permitted accessory use with the following conditions: 1. Is not located within 100 feet of any parcel that is zoned residential ((6)a.). The proposed drive-through will be located more than 120 feet from the closest parcel zoned residential. 2. Allows stacking for six cars per customer service point ((6)b.), Each lane provides space for ten vehicles to be stacked prior to the fixed ordering station. 3. Will not have significant adverse effects on existing level of service on adjacent streets ((6)c.), The drive-through entrance is from the large Shoppes at Knollwood parking lot, and does not impact adjacent streets and intersections. 4. Does not impede traffic or impair vehicular and pedestrian traffic movement ((6)d.), Pedestrian improvements were made when Chick-fil-A was constructed that includes a sidewalk from Texas Ave. S., across the Chick-fil-A property, then connecting to the mall. It is staff’s opinion that the modifications will not impede vehicular and pedestrian traffic movements. 5. Provides access from a collector or arterial roadway, or be otherwise located so that access can be provided without generating significant traffic on local residential streets ((6)e.) The drive-through property is accessed from the Shoppes at Knollwood parking lot, which is in turn accessed from Texas Ave. S., which is designated as a major collector. 6. Canopy is constructed in a way that is compatible with the architectural design and materials of the principle structure ((6)f.), The proposed canopy is consistent with the design of the existing building. 62 Regular meeting of May 11, 2022 (Item No. 3c) Title: Chick-fil-A planned unit development (PUD) amendment 7. Is in conformance with the comprehensive plan, including any provisions of the redevelopment chapter and the plan by neighborhood policies for the neighborhood in which it is located and conditions of approval may be added as a means of satisfying this requirement ((6)e.) The restaurant is consistent with the comprehensive plan. Staff find that the proposed two-lane drive-through configuration and addition of a canopy structure over the drive-through lanes are consistent with the above standards. The architectural design and materials of the canopy will match the existing design and materials of the building’s existing entrance canopies and drive-through order board structures. PUD 10 Special Performance Standards. PUD 10 requires that awnings be constructed of heavy canvas fabric, metal, and/or glass. Plastic, vinyl, and backlit awnings are prohibited. The Chick- fil-A proposed canopy will be constructed of prefinished metal. Landscaping. Chick-fil-A was approved with eight overstory trees. The proposed improvements will require the relocation of one tree on the east side of the building. Four additional trees will be planted along the north property line to provide a tree-lined parking lot entrance to the Shoppes at Knollwood. Next steps: Pending a recommendation from the planning commission, the council is scheduled to consider the application on June 6, 2022. Staff Recommendations: Staff recommend approval of the PUD amendment. Supporting documents: • Development plans Prepared by: Natalie Brown, planner at HKGi Reviewed by: Gary Morrison, zoning administrator Sean Walther, planning manager 63 64 Information contained on this drawing and in all digital files produced for above named project may not be reproduced in any manner without express written or verbal consent from authorized project representatives. ENGINEER'S PROJECT # PRINTED FOR DATE SHEET SHEET NUMBER DRAWN BY: Chick-fil-A 5200 Buffington Road Atlanta, Georgia 30349-2998 REVISION SCHEDULE FSR#CHICK-FIL-A211728 PRELIMINARY 03/01/2022KNOLLWOOD FSUPRELIMINARY03600 NO. DATE DESCRIPTION CHECKED BY: FDT JFV 8020 HIGHWAY 7ST. LOUIS PARK, MN 55426C-002 EXISTING CONDITIONS PLAN 65 DRIVETHRUDRIVETHRUInformation contained on this drawing and in all digital files produced for above named project may not be reproduced in any manner without express written or verbal consent from authorized project representatives. ENGINEER'S PROJECT # PRINTED FOR DATE SHEET SHEET NUMBER DRAWN BY: Chick-fil-A 5200 Buffington Road Atlanta, Georgia 30349-2998 REVISION SCHEDULE FSR#CHICK-FIL-A211728 PRELIMINARY 03/01/2022KNOLLWOOD FSUPRELIMINARY03600 NO. DATE DESCRIPTION CHECKED BY: FDT JFV 8020 HIGHWAY 7ST. 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ENGINEER'S PROJECT # PRINTED FOR DATE SHEET SHEET NUMBER DRAWN BY: Chick-fil-A 5200 Buffington Road Atlanta, Georgia 30349-2998 REVISION SCHEDULE FSR#CHICK-FIL-A211728 PRELIMINARY 03/01/2022KNOLLWOOD FSUPRELIMINARY03600 NO. DATE DESCRIPTION CHECKED BY: FDT JFV 8020 HIGHWAY 7ST. LOUIS PARK, MN 55426C-300 GRADING PLAN DIGGERS HOTLINE 67 Information contained on this drawing and in all digital files produced for above named project may not be reproduced in any manner without express written or verbal consent from authorized project representatives. ENGINEER'S PROJECT # PRINTED FOR DATE SHEET SHEET NUMBER DRAWN BY: Chick-fil-A 5200 Buffington Road Atlanta, Georgia 30349-2998 REVISION SCHEDULE FSR#CHICK-FIL-A211728 PRELIMINARY 03/01/2022KNOLLWOOD FSUPRELIMINARY03600 NO. DATE DESCRIPTION CHECKED BY: FDT JFV 8020 HIGHWAY 7ST. LOUIS PARK, MN 55426C-301 GRADING DETAILS & EROSION CONTROL PLAN DIGGERS HOTLINE 68 DRIVETHRUDRIVETHRUEX. TRANSFORMER EX. GREASE TRAP EX. LIGHT POLE (TYP.) COVERED STRUCTURE EX. TRASH ENCLOSURE PR. SIGN (TYP.) EX. CLEARANCE BAR (TYP.) EX. FLAG POLE EX. BIKE RACK EX. MENU BOARDS & ORDERING AREA CN 14 GG 27 SH 24 CA 7 JC 16 TEXAS AVENUE SOUTHCA 18 CN 15 TO 3 GT 1 GT 3 EXISTING TREE TO REMAIN CN 15 SH 11 GG 53 TO 5 GG 38 TO 6 CN 7 TO 3 JC 4 CA 8 CA 8 JC 4 CA 4 GG 28 JC 12 GG 28 JC 2 CA 13 HF 21 HF 18 CA 12 SH 16 TO 5 CN 11 CA 13 JC 7 SOD SOD SOD EXISTING SOD EXISTING SOD HM 6 HP 20 HE 26 HM 15 HP 18 HE 23 HE 22 EXISTING LANDSCAPE TO REMAIN EXISTING LANDSCAPE TO REMAIN EXISTING LANDSCAPE TO REMAIN EXISTING LANDSCAPE TO REMAIN EXISTING LANDSCAPE TO REMAIN CS 1 COVERED STRUCTURE EX. LIGHT POLE (TYP.) CA 14 SOD CA 19 KNOLLWOOD CHICK-FIL-A, ST. LOUIS PARK, MN March 11, 2022 MATERIALS SCHEDULE QTY KEY BOTANICAL NAME/ITEM COMMON NAME SIZE COND REMARKS MATURE SIZE DECIDUOUS TREES 6 GT GLEDITSIA TRIACANTHOS 'DRAVES'STREET KEEPER HONEYLOCUST 2.5" CAL. B&B CENTRAL LEADER; MATCHED 45'H X 18'W 2 CS MALUS 'SELECT A FIREBIRD'CRABAPPLE 1.5" CAL. B&B CENTRAL LEADER; MATCHED 50'H X 25'W 3 QR QUERCUS ROBUR ENGLISH OAK 2.5" CAL. B&B CENTRAL LEADER; MATCHED 40-70'H X 40-70'W DECIDUOUS SHRUBS 32 HM HYDRANGEA MACROPHYLLA 'BLUSHING BRIDE' ENDLESS SUMMER HYDRANGEA #5 CONT. 3' O.C.; MATCHED 3-4'H X 3-4'W 42 RA RHUS AROMATICA 'GROW-LOW'SUMAC #5 CONT. 3' O.C.; MATCHED 3-4'H X 6-8'W EVERGREEN SHRUBS 68 JC JUNIPER CHINENSIS 'GOLD LACE'JUNIPER #5 CONT. 4' O.C.; MATCHED 3-4'H X 4-6'W 36 TO THUJA OCCIDENTALIS 'BAILJOHN'TECHNITO ARBORVITAE #5 CONT. 3' O.C.; MATCHED 6-8'H X 24-36"W PERENNIALS, GRASSES & GROUNDCOVER 169 CA CALAMAGROSTIS X ACUTIFLORA 'KARL FOERSTER' FEATHER REED GRASS #1 CONT. 24" O.C.; MATCHED 4-6'H X 24-36"W 62 CN CALAMINTHA NEPETA LESSER CALAMINT #1 CONT. 18" O.C.; MATCHED 18-24"H X 18-24"W 177 GG GAILLARDIA X GRANDIFLORA 'ARIZONA SUN'BLANKET FLOWER #1 CONT. 12" O.C.; MATCHED 8-12"H X-8-12"W 71 HE HEUCHERA 'PALACE PURPLE'CORALBELLS #1 CONT. 18" O.C.; MATCHED 12-18"H X 12-18"W 102 HF HEMEROCALLIS 'FRAGRANT RETURNS'DAYLILY #1 CONT. 18" O.C.; MATCHED 18-24" H X 18-24"W 35 HP HOSTA 'FRANCEE'HOSTA #1 CONT. 24" O.C.; MATCHED 18-24"H X 24-36"W 77 SH SPOROBOLUS HETEROLEPIS PRAIRIE DROPSEED #1 CONT. 24" O.C.; MATCHED 24-36"H X 24-36"W MISCELLANEOUS 312 SOD SEE NOTE BELOW SY 26 MULCH 3" DEEP SHREDDED HARDWOOD MULCH CY 15 ROCK 3" DEEP 1-3" DIAMETER RIVER ROCK MULCH CY GENERAL NOTES: 1. PROVIDE STRONGLY ROOTED SOD, NOT LESS THAN 2 YEARS OLD AND FREE OF WEEDS AND UNDESIRABLE NATIVE GRASSES. PROVIDE ONLY SOD CAPABLE OF GROWTH AND DEVELOPMENT WHEN PLANTED (VIABLE, NOT DORMANT). PROVIDE SOD COMPOSED PRINCIPALLY OF AN APPROVED KENTUCKY BLUE GRASS BLEND CONTAINING A MINIMUM OF FOUR IMPROVED VARIETIES. Information contained on this drawing and in all digital files produced for above named project may not be reproduced in any manner without express written or verbal consent from authorized project representatives. ENGINEER'S PROJECT # PRINTED FOR DATE SHEET SHEET NUMBER DRAWN BY: Chick-fil-A 5200 Buffington Road Atlanta, Georgia 30349-2998 REVISION SCHEDULE FSR#CHICK-FIL-A211728 PRELIMINARY 03/01/2022 KNOLLWOOD FSUPRELIMINARY03600 NO. DATE DESCRIPTION CHECKED BY: FDT JFV 8020 HIGHWAY 7ST. LOUIS PARK, MN 55426JTK JFRSTATE O F MISSOU RI LANDS CAPE A R C H ITECT2010035717 NUMBER DAVID L. REITZ Landscape Plan L.01 03/21/2022 69 9'-8" 9'-8" 9'-8" 9'-8" 9'-8"9'-8" OP CANOPY FINISHES PREFINISHED METAL COLOR: DARK BRONZE M ETAL DECKING COLOR: WHITE CP-1 CP-2 E+H ARCHITECTS P.C. 750 OLD HICKORY BLVD. SUITE 250 BRENTWOOD, TN 37027 PHONE: 615.377.3111 FAX: 615.377.0978 EM AIL: CFATEAM@EANDHARCH.COM Chick-fil-A 5200 Buffington Road Atlanta, Georgia 30349-2998 Information contained on this drawing and in all digital files produced for above named project may not be reproduced in any manner without express written or verbal consent from authorized project representatives. CONSULTANT PROJECT # PRINTED FOR DATE SHEET SHEET NUMBER DRAWN BY REVISION SCHEDULE A 12 3 4 B C D E A B C D E 12 3 4 BUILDING TYPE / SIZE: RELEASE: #3/16/2022 3:34:45 PMC:\Users\Maria Hernandez\Documents\03600 MN KNOLLWOOD FSU_P12_SE_ARC_mariahWE8ZS.rvtD-001 COLOR CANOPY ELEVATIONS CANOPY APPROVALS 03/16/2022 DesignerKNOLLWOOD FSUCANOPY APPROVALS03600ST. LOUIS PARK, MN 55426P12 SE-03600-D-001-COLOR CANOPY ELEVATIONSP12 SE PROTOTYPICAL SET NOT FOR REGULATORY APPROVAL, BIDDING, OR CONSTRUCTION NO. DATE DESCRIPTION 3/16" = 1'-0" ELEVATION - ENTRY1 N.T.S. ELEVATION - DRIVE-THRU 2 N.T.S. ELEVATION - SIDE3 3/16" = 1'-0" ELEVATION - REAR4 8020 HIGHWAY 7FSR 70 E+H ARCHITECTS P.C. 750 OLD HICKORY BLVD. SUITE 250 BRENTWOOD, TN 37027 PHONE: 615.377.3111 FAX: 615.377.0978 EMAIL: CFATEAM@EANDHARCH.COM Chick-fil-A 5200 Buffington Road Atlanta, Georgia 30349-2998 Information contained on this drawing and in all digital files produced for above named project may not be reproduced in any manner without express written or verbal consent from authorized project representatives. CONSULTANT PROJECT # PRINTED FOR DATE SHEET SHEET NUMBER DRAWN BY REVISION SCHEDULE A 12 3 4 B C D E A B C D E 12 3 4 BUILDING TYPE / SIZE: RELEASE: #3/16/2022 3:34:49 PMC:\Users\Maria Hernandez\Documents\03600 MN KNOLLWOOD FSU_P12_SE_ARC_mariahWE8ZS.rvtD-002 CANOPY PERSPECTIVES CANOPY APPROVALS 03/16/2022 DesignerKNOLLWOOD FSUCANOPY APPROVALS03600ST. LOUIS PARK, MN 55426P12 SE-03600-D-002-CANOPY PERSPECTIVESP12 SE PROTOTYPICAL SET NOT FOR REGULATORY APPROVAL, BIDDING, OR CONSTRUCTION NO. DATE DESCRIPTION EXTERIOR PERSPECTIVE - NORTH WEST CORNER EXTERIOR PERSPECTIVE - SOUTH EAST CORNER EXTERIOR PERSPECTIVE - SOUTH WEST CORNER EXTERIOR PERSPECTIVE - NORTH EAST CORNER 8020 HIGHWAY 7FSR 71 72 Planning commission: Regular meeting Meeting date: May 11, 2022 Agenda item: 3d 3d Zoning ordinance amendment – electronic signs Case Number: 22-12-ZA Applicant: City of St. Louis Park – operations and recreation department Review Deadline: 60 days: May 2, 2022 120 days: July 1, 2022 Recommended motions: Chair to open the public hearing, take testimony and close the hearing. Motion to recommend approval of the zoning ordinance amendment pertaining to electronic signs as recommended by staff. Summary of request: The city proposes to amend the zoning ordinance to permit electronic signs up to 40 square feet in area on parcels over 20 acres and zoned residential or park and open space. Site information: The operations and recreation department would like to install two freestanding signs that each include double sided electronic signs at the rec center located at 3700 Monterey Dr. Site area (acres): 31.65 acres Current uses: Surrounding land uses: Parks/recreation, community center North: commercial/office East: multi-family residential South: multi-family residential West: multi-family residential Current 2040 land use guidance Current zoning PRK - park and open space POS park and open space 73 Regular meeting meeting of May 11, 2022 (Item No. 3d) Title: STEP Expansion preliminary and final plat Present considerations: The operations and recreation department conducts several recreational activities at the rec center both within the building and at Wolfe Park. The operations and recreation department would like to utilize two 40-square-foot double sided electronic signs (four sign faces) to advertise recreational and community activities. One sign would be placed at the driveway entrance located at the new roundabout on 36th St. W. and Beltline Blvd. The other sign would be placed at the Monterey Dr. entrance. The driveways are approximately 550 feet apart. City code, however, allows electronic signs up to 20 square feet in area and it does not allow two faces to be visible from the same spot off-site. Both provisions prevent the requested signs. Analysis: The zoning ordinance currently allows electronic signs as follows: a. The sign face shall not exceed: 1. 20 square feet in a residential district and the Park and Open Space District. 2. 40 square feet in all other districts. b. The maximum sign face established above shall not be in excess of the maximum sign area allowed in table 36-362A. c. No more than one sign face may be visible from any same location off-site. d. Messages and/or images must be displayed for at least three seconds. e. Electronic signs existing on May 28, 2010 must comply with this section, except that electronic signs that exceed the maximum size limit above may continue as a non- conforming sign as to size. f. Messages or displays must change instantaneously. Using any type of special effect to change from one message or display to another is prohibited. The city proposes the following amendment to allow the signs requested by the operations and recreation department: a. The sign face shall not exceed: 1. 20 square feet for properties less than 20 acres in area in a residential district and the Park and Open Space District. 2. 40 square feet for properties 20 acres or greater in area for properties zoned residential or Park and Open Space. 32. 40 square feet in all other districts. b. The maximum sign face established above shall not be in excess of the maximum sign area allowed in table 36-362A. c. No more than one sign face may be visible from any same location off-site unless the signs are more than 500 feet apart. d. Messages and/or images must be displayed for at least three seconds. e. Electronic signs existing on May 28, 2010 must comply with this section, except that electronic signs that exceed the maximum size limit above may continue as a non- conforming sign as to size. f. Messages or displays must change instantaneously. Using any type of special effect to change from one message or display to another is prohibited. 74 Regular meeting meeting of May 11, 2022 (Item No. 3d) Title: STEP Expansion preliminary and final plat The amendment proposes to allow properties 20 acres or larger and zoned residential and park and open space to have up to 40 square feet of electronic sign face area instead of 20 square feet currently allowed by code. The following properties would be eligible to utilize this provision: The Rec Center/Wolfe Park The Westwood Nature Center St. Louis Park High School Benilde-St. Margaret’s Jewish Community Center Methodist Hospital Dakota Park Twin Lakes Park Aquila Park Oak Hill Park Bass Lake Preserve The Minneapolis Golf Club Meadowbrook Golf Course The locations of these properties are shown on the attached city map. Electronic signs are subject to the same performance criteria as are required for standard signs. This includes setbacks and brightness standards. Signs in the residential and park and open space districts are required to be at least 10 feet from the property line. The distance from the street curb to the property line (boulevard) varies around the city but is typically approximately 14 feet. This distance could be less in some areas of the city. The 14-foot boulevard plus the 10- foot setback means the sign would typically be around 24 feet from the street curb. The existing Rec Center sign on Monterey Dr. is approximately 18 feet from the street curb, 10-13 feet from property line. The location for the proposed sign at the new roundabout has not been finalized at this time. Staff needs to determine where the sign can be located and maintain its effectiveness and meet sight triangle visibility and setback requirements. Next steps: City council is tentatively scheduled to consider the zoning ordinance amendment on June 6, 2022. Recommendation: Staff recommends approval of the proposed ordinance to increase the maximum area per sign face allowed for electronic signs on residential and park and open space zoned properties with the conditions listed in the proposed ordinance. Supporting documents: Map showing locations of eligible properties, proposed ordinance, proposed electronic signs for the Rec Center. Prepared by: Gary Morrison, zoning administrator Reviewed by: Sean Walther, planning and zoning manager 75 Regular meeting meeting of May 11, 2022 (Item No. 3d) Title: STEP Expansion preliminary and final plat 76 Regular meeting meeting of May 11, 2022 (Item No. 3d) Title: STEP Expansion preliminary and final plat Ordinance No. ____-22 Ordinance regarding electronic signs The City of St. Louis Park does ordain: Whereas, the planning commission conducted a public hearing on May 11, 2022 regarding the ordinance, and Whereas, the City Council has considered the advice and recommendation of the planning commission (case no. 22-12-ZA), and Now, therefore be it resolved that the following amendments shall be made to the City Code: Section 1. Chapter 36-362(h)(8) of the St. Louis Park City Code pertaining to electronic signage is hereby amended to delete the struck-out language and to add the following underlined text: a. The sign face shall not exceed: 1. 20 square feet for properties less than 20 acres in area in a residential district and the Park and Open Space District. 2. 40 square feet for properties 20 acres or greater in area for properties zoned residential or Park and Open Space. 32. 40 square feet in all other districts. b. The maximum sign face established above shall not be in excess of the maximum sign area allowed in table 36-362A. c. No more than one sign face may be visible from any same location off-site unless the signs are more than 500 feet apart. d. Messages and/or images must be displayed for at least three seconds. e. Electronic signs existing on May 28, 2010 must comply with this section, except that electronic signs that exceed the maximum size limit above may continue as a non- conforming sign as to size. f. Messages or displays must change instantaneously. Using any type of special effect to change from one message or display to another is prohibited. Section 2. This ordinance shall take effect 15 days after publication. Reviewed for administration: Adopted by the City Council _____ First reading June 6, 2022 Second reading June 20, 2022 Date of publication June 30, 2022 Date ordinance takes effect July 15, 2022 77 Regular meeting meeting of May 11, 2022 (Item No. 3d) Title: STEP Expansion preliminary and final plat Kim Keller, city manager Jake Spano, mayor Attest: Approved as to form and execution: Melissa Kennedy, city clerk Soren Mattick, city attorney 78 Mike Kasbohm 612-719-1990 ThinkDigitalSigns.com March - 2022 1 SLP Rec Center 3700 Monterey Drive St. Louis Park, MN 55416 Proposed Sign Plan 79 Mike Kasbohm 612-719-1990 ThinkDigitalSigns.com2 Free-Standing Sign Location 1: Existing Sign is Setback ~13’ 1 80 Mike Kasbohm 612-719-1990 ThinkDigitalSigns.com3 Free-Standing Sign Location 1: Remove Existing & Replace with New (Same Location) New -Side BExisting Monument Sign 40 SF Dynamic 29 SF Static 69 SF per Side = 138 SF 10’ + Setback from Property line 10'-0" 12'-3 1/2" 81 Mike Kasbohm 612-719-1990 ThinkDigitalSigns.com4 Free-Standing Monument Signs: Renderings Side A & B 82 Mike Kasbohm 612-719-1990 ThinkDigitalSigns.com5 Free-Standing Sign Location 2: 2 Showing new Roundabout Super Imposed over Property lines (need to establish setback). 2 83 84 Planning commission: Regular meeting Meeting date: May 11, 2022 Agenda item: 4a 4a Beltline Station Development economic development authority (EDA) land sale conformance with the comprehensive plan Location: 4725 Highway 7, 4601 Highway 7, 3130 Monterey Avenue S Applicant: Sherman Associates, Inc. Owner: Beltline Development, LLC, St. Louis Park Economic Development Authority, and City of St. Louis Park Recommended motions: Motion to adopt the Resolution finding the proposed EDA land sale for Beltline Station Development to be in conformance with the comprehensive plan of the City of St. Louis Park. Summary of request: Requested is an approval of the resolution finding that the proposed sale of EDA property for the proposed Beltline Station Development conforms to the City of St. Louis Park comprehensive plan. Sherman Associates proposes to construct the following building components on the 6.6-acre redevelopment site at the southeast corner of CSAH 25 and Beltline Blvd.: • Seven-story, mixed-use building with six 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. On March 7, 2022, city council approved a comprehensive plan amendment to reguide portions of the site from right-of-way to transit oriented development, from transit-oriented development to right-of way, and railroad to transit oriented development. On April 4, 2022, city council approved a preliminary and final plat for Beltline Station Development, and on April 18, 2022, city council approved a preliminary and final planned unit development zoning district to allow the construction of the proposed mixed-use, mixed income, transit-oriented development. The city’s EDA owns the majority of the property that is needed to construct the development and has an agreement to sell the property to Sherman Associates. To proceed with the EDA’s property sale, the planning commission is asked to make a finding that the proposed transit- oriented development on the southeast corner of CSAH 25 and Beltline Blvd. is in conformance with the transit-oriented development land use designation within the 2040 Comprehensive Plan and the PUD zoning for the site. Site information: The proposed redevelopment site is in the southeast quadrant of CSAH 25 and Beltline Blvd. The site is immediately north of the METRO Green Line Extension Beltline Boulevard Station. The site is comprised of four tracts of land totaling approximately seven acres in the Triangle neighborhood: 85 Regular meeting meeting of May 11, 2022 (Item No. 4a) Title: Beltline Station Development economic development authority (EDA) land sale conformance with the comprehensive plan • 4601 Highway 7 (owned by the EDA) • 3130 Monterey Ave. S. (owned by the EDA), • road right of way (owned by the EDA) • 4725 Highway 7 (owned by Beltline Development LLC an affiliate of Sherman Associates). Site area (acres): 6.6 acres Current use: Vacant land Surrounding land uses: North: CSAH25 East: General Office Products South: SWLRT Beltline Station West: Beltline Blvd. Current 2040 land use guidance Current zoning TOD - transit oriented development PUD planned unit development Beltline Blvd. Natchez Ave. S Monterey Ave. S 86 Regular meeting meeting of May 11, 2022 (Item No. 4a) Title: Beltline Station Development economic development authority (EDA) land sale conformance with the comprehensive plan Background: On Feb. 5, 2018, the 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 Associates proposes to construct the following building components on the 6.6-acre redevelopment site at the southeast corner of CSAH 25 and Beltline Blvd.: • 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. On March 7, 2022, city council approved a comprehensive plan amendment to reguide portions of the site from right-of-way to transit oriented development, from transit-oriented development to right-of way, and railroad to transit oriented development. On April 4, city council approved a preliminary and final plat for Beltline Station Development, and on April 18, city council approved a preliminary and final planned unit development zoning district to allow the proposed mixed-use, mixed income, transit-oriented development to occur. 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. Present considerations: The EDA and city council have expressed support for utilizing tax increment financing (TIF) for the development proposal to enable it to become financially feasible. Because the development includes the sale of EDA owned property, the planning commission is asked to find that the proposed development conforms to the city’s comprehensive plan. Comprehensive plan analysis: Staff identified the following goals in the St. Louis Park 2040 comprehensive plan that are applicable to the proposed application. These goals were reviewed by the planning commission on February 16, 2022, when the commission recommended city council reguide portions of the site from right-of-way to transit oriented development, from transit-oriented development to right-of way, and railroad to transit oriented development. City council approved the comprehensive plan amendment on March 7, 2022, based on the commission’s recommendation. Metropolitan Council administratively approved the changes on April 11, 2022, and authorized the city to place the amendments into effect. Livable communities goal #2: Promote building and site design that creates a connected, human scale, multi-modal, and safe environment for people who live and work here. A. Encourage quality design in new construction such as building orientation, scale, massing and pedestrian access. B. Encourage new buildings to orient to walkable streets with appropriate building height to street width ratios. 87 Regular meeting meeting of May 11, 2022 (Item No. 4a) Title: Beltline Station Development economic development authority (EDA) land sale conformance with the comprehensive plan 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. A. Ensure that new and redeveloped medium and high-density residential land uses are located within walking distance of transit and commercial services. B. Engage the community to explore how to increase the mix of housing types near transit corridors, parks and commercial nodes/corridors Mixed-use goal #2: Pursue redevelopment of future light rail transit station areas as transit- oriented, high density, well-connected, mixed-use centers. C. Require transit-oriented development on properties near future light rail transit stations consistent with station area framework plans. Economic development goal #1: Promote economic development and redevelopment activities that enhance the livability and vitality of the community. C. Encourage efficient, compact redevelopment that results in the highest and best land uses so as to minimize energy and infrastructure costs E. Promote the development of new market rate and affordable housing which will provide residents with additional housing options, assist in retaining and attracting talent for area employers, and further support local commercial businesses. F. Encourage redevelopment that incorporates efforts 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. 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. E. Use infill and redevelopment opportunities to assist in meeting housing goals. Housing goal #3 multi-family: 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. B. Promote high-quality architectural design in the construction of new multi-family developments. C. Be proactive in analyzing and guiding redevelopment opportunities for multi-family developments. D. Increase densities and housing options on high frequency transit routes and near rail stations. Housing goal #4 residential rental housing: The city is committed to creating, preserving and improving the city’s rental housing stock. B. Promote the inclusion of family-sized units (two and three bedroom) in newly constructed multi- family developments. 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. 88 Regular meeting meeting of May 11, 2022 (Item No. 4a) Title: Beltline Station Development economic development authority (EDA) land sale conformance with the comprehensive plan Housing goal #5 affordable housing: The city is committed to promoting affordable housing options for low- and moderate-income households. C. Promote the inclusion of affordable housing in new developments, including those located near the METRO Green Line Extension transit corridor and other transit nodes, retail and employment centers and commercial mixed-use districts. D. Pursue policies, tools and programs to ensure long-term housing affordability for households at or below 30, 50, 60 and 80% of AMI. 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 EDA-owned properties at the southeast corner of CSAH 25 and Beltline Blvd. conforms to the city’s comprehensive plan. Next steps: On June 6, 2022, the EDA is scheduled to hold a public hearing on the sale of the EDA properties to Sherman Associates. The same night, city council is scheduled to hold a public hearing on the establishment of the proposed Beltline Station 1 TIF District (a housing TIF district) and a public hearing on the establishment of the proposed Beltline Station 2 TIF District (a renewal and renovation TIF district), and the EDA and city council are scheduled to approve the TIF districts plans. 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, EDA land sale map Prepared by: Jennifer Monson, redevelopment administrator Reviewed by: Greg Hunt, economic development manager Sean Walther, planning manager 89 Regular meeting meeting of May 11, 2022 (Item No. 4a) Title: Beltline Station Development economic development authority (EDA) land sale conformance with the comprehensive plan Planning Commission Resolution No. 22-______ Resolution concerning the conveyance of property located within the district to Beltline Station Limited Partnership or another affiliate of Sherman Associates 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, on April 4, 2022, the City Council of the City approved the conveyance of title to a portion of certain real property located in the City and legally described in Exhibit A attached hereto (the “City Parcels”) to the Authority for conveyance of a portion of such property to Beltline Station Limited Partnership, a Minnesota limited partnership, Sherman Associates, Inc., a Minnesota corporation, or entity related to or affiliates with Sherman Associates, Inc. (the “Developer”) with a portion to be reconveyed back to the City for certain rights of ways; and Whereas, the Authority owns certain parcels located in the City and legally described in Exhibit A attached hereto (the “Authority Parcels” and together with the City Parcels, the “Development Property”) and is prepared to convey the Authority Parcels to the Developer; and Whereas, the Developer proposes to acquire a portion of the Development Property from the Authority for purposes of constructing a multiphase mixed-use development including commercial space, market-rate housing, and affordable housing on the Development Property and other property owned or to be acquired by the Developer; 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 Development Property to the Developer and the reconveyance of a portion of the City Property back to the City for rights of way all in accordance with the proposed plat for the Development Property, and has determined the proposed conveyance for the proposed development is consistent with the City’s comprehensive municipal plan; and Whereas, the Planning Commission’s review of the conveyance of the Development Property relates solely to compliance with Minnesota Statutes, Section 462.356; and 90 Regular meeting meeting of May 11, 2022 (Item No. 4a) Title: Beltline Station Development economic development authority (EDA) land sale conformance with the comprehensive plan 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 Development Property is consistent with the comprehensive plan for the City and conform to general plans for development or redevelopment of the City as a whole. Reviewed for Administration: Adopted by the Planning Commission May 11, 2022 Sean Walther, liaison Jim Beneke, chair member Attest _________________, secretary 91 Regular meeting meeting of May 11, 2022 (Item No. 4a) Title: Beltline Station Development economic development authority (EDA) land sale conformance with the comprehensive plan EDA land sale map 3130 Monterey Ave 4601 Highway 7 Vacated ROW 92