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HomeMy WebLinkAbout2020/05/20 - ADMIN - Agenda Packets - Planning Commission - RegularAGENDA PLANNING COMMISSION WEBEX VIDEOCONFERENCE 6:00 P.M. MAY 20, 2020 All meetings of the St. Louis Park Planning Commission will be conducted by telephone or other electronic means until further notice. This is in accordance with a local emergency declaration issued by Mayor Jake Spano March 16, 2020 in response to the coronavirus (COVID -19) pandemic. Additionally, city facilities are closed to the public through June 4 in keeping with the Executive Orders 20-20 and 20-33 issued by Gov. Tim Walz directing Minnesotans to Stay at Home March 28 through June 4, 2020. All members of the St. Louis Park Planning Commission will participate in the May 20, 2020 planning commission meeting by electronic device or telephone rather than by being personally present at the planning commission’s regular meeting place at 5005 Minnetonka Blvd. Cisco Webex will be used to conduct videoconference meetings of the planning commission, with planning commissioners and staff participating from multiple locations. Members of the public can monitor the commission meeting by linking to https://bit.ly/watchslppc and on local cable (Comcast SD channel 17, or CenturyLink SD channel 8117 and HD channel 8617) or calling 312.535.8110 and entering access code 359 770 50 when prompted to monitor the meeting (audio only). Those who wish to provide comments during the public hearing at this meeting can do so by calling 952.562.2888, and calls will be taken and heard by the commission in the order received. AGENDA 1. Call to order – Roll Call 2. Approval of minutes – April 15, 2020 3. Hearings 3a. Bremer Bank conditional use permit Applicant: David Anderson, Frauenshuh Inc. Case No.: 20-07-CUP 4. Other Business: None. 5. Communications 6. Adjournment STUDY SESSION 1. Background on Wooddale Avenue light rail transit station area planning Auxiliary aids for individuals with disabilities are available upon request. To make arrangements, please call the administration department at 952.924.2525 (TDD 952.924.2518) at least 96 hours in advance of meeting. 2 UNOFFICIAL MINUTES PLANNING COMMISSION ST. LOUIS PARK, MINNESOTA April 15, 2020 – 6:00 p.m. WEBEX VIDEOCONFERENCE MEMBERS PRESENT: Jim Beneke, Lynette Dumalag, Matt Eckholm, Courtney Erwin, Claudia Johnston-Madison, Jessica Kraft, Carl Robertson MEMBERS ABSENT: None STAFF PRESENT: Sean Walther, planning and zoning supervisor; Jennifer Monson, planner; Mara Strand, office assistance; and Clint Pires, Chief Information Officer 1.Call to Order – Roll Call 2.Approval of Minutes of February 19, 2020 and March 4, 2020 Commissioner Robertson made a motion to approve the minutes. Commissioner Johnston-Madison seconded the motion and the motion passed on a vote of 7-0. 3.Hearings A.Union Congregational Church affordable rehousing development Applicant: Project for Pride in Living (PPL) Case Nos: 20-03-CP, 20-04-S, 20-05-PUD Mr. Walther announced that the hearing had been postponed at the applicant’s request and the item would not be discussed at the meeting this evening. 4.Other Business - none 5.Communications A.Practice remote meeting Commissioner Eckholm asked how people will be able to give comment during a public hearing. Mr. Walther explained that the city will promote written comments and that the comments will be included in the planning commission packet. Comments the city receives between the distribution of the packet and the meeting will be given to commissioners prior to the start of the meeting. A call-in option will be available during the meeting. Staff from the information resources department are 3 Unofficial Minutes Planning Commission April 15, 2020 Page 2 present at meetings for technical support and to manage the incoming phone calls. Calls are placed on hold and into a queue and are taken in the order that they are received. In the case that a developer or applicant needs to be a part of a meeting, they will be included on the WebEx meeting invite. Commissioner Robertson asked about the internal discussions regarding returning to a physical meeting. Mr. Walther explained that there have not been conclusions made regarding procedures or the schedule for returning to in-person meetings. Discussions have taken place about separating seating at the dais, reducing the amount of seating in the audience, and continuing an online option for those who don’t feel comfortable attending. Mr. Pires added that there is a group of staff and department directors that will be looking at what a re-entry looks like. Mr. Pires explained what city council is doing regarding two-way communication. Commissioner Dumalag stated that two-way communication would be a good idea for the applicant. Commissioner Robertson is excited about the options for residents to be able to call in, zoom in, or come into city hall in the future. It is something we have discussed previously to expand participation. Commission Johnston-Madison agrees with Commissioner Robertson and the options to use technology in the future. Mr. Walther would like to have the ability for two-way communication during the public hearing and phone calls as commissioners routinely ask clarifying questions of speakers. Commission Johnston-Madison asked when Union Congregational Church affordable housing redevelopment project will be coming back. Mr. Walther stated that there is not a set date because a revised application has not been received. The applicant’s target date is May 20th. B.Coronavirus COVID-19 information Mr. Walther suggested people visit the city’s website for more information and resources regarding the city’s response to coronavirus. C.2020 Census 4 Unofficial Minutes Planning Commission April 15, 2020 Page 3 Mr. Walther stated that the city has been actively promoting the 2020 census. Nationally, the response rate is 49.1%. In Minnesota, the response rate is 58.8%. In St. Louis Park, the response rate is 64.5%. Residents can response now through a paper form, by phone or online at my2020census.gov. D. Next planning commission meeting Mr. Walther noted that the May 6, 2020 planning commission meeting has been cancelled. Chair Kraft asked if there will be any study sessions held via WebEx. Mr. Walther explained that city council has reserved their study sessions for essential business. He suggested that the planning commission follows suit until city council resumes study sessions as normal business. Commissioner Robertson asked how much internal business is happening that normally comes up during study sessions. Mr. Walther stated that staff that supports that planning commission is working from home and making progress on several items that are on the commission’s work plan. Staff will explore providing commissioners with written reports as a means to update the commissioners on staff’s progress. 6. Adjournment The meeting was adjourned at 6:27 p.m. 5 6 Planning commission: Regular meeting Meeting date: May 20, 2020 Agenda item: 3a 3a Bremer Bank conditional use permit Location: 7924 Highway 7 Case Number: 20-07-CUP Applicant: David Anderson, Frauenshuh Inc. Owner: Knollwood Properties Review Deadline: 60 days: June 19, 2020 120 days: August 18, 2020 Recommended motion: Motion to recommend approval of the conditional use permit (CUP) subject to the conditions recommended by staff. Summary of request: David Anderson, on behalf of Frauenshuh Inc, applied for a conditional use permit in order to construct a new bank building and drive-up ATM at the northeast corner of Texas Avenue South / 37th Street West. Site information: Texas Avenue South Existing retail building 37th Street West 17 Regular meeting meeting of May 20, 2020 (Item No. 3a) Title: Bremer Bank conditional use permit Site area (acres): 0.54 Current use: retail Surrounding land uses: North: single-family residential East: office; single-family residential South: right of way; park and ride West: retail Current 2040 land use guidance Current zoning COM - commercial C-1 neighborhood commercial Background: The existing retail building that currently contains Knollwood Liquor Store and Papa Murphy’s Pizza would be torn down and replaced with a new two-story building, and the existing retaining wall would be reconstructed. Bremer Bank would relocate to the site. Landscaping and site lighting will be improved as part of the project. Present considerations: The applicant requests a conditional use permit in order to construct a bank with two 24-hour drive-up ATMs. The bank will include a drive-up teller window that will operate during normal business hours. In-vehicle sales or service and 24-hour business operations are allowed with a conditional use permit in the C-1 neighborhood commercial zoning district. Zoning analysis: The following table provides zoning information on the project. Further details on some of the zoning requirements are provided below. Zoning compliance table Factor Required/existing Proposed Met? Use Retail Bank Yes Lot area 0.54 acres No change proposed Yes Sidewalks Required along all street frontages Existing sidewalk along Texas will be maintained; new sidewalk will be installed along 37th Street Yes Setbacks Front (37th St.): 5 feet Side (Texas Ave.): 5 feet Side (east): 5 feet Rear (north): 20 feet Front (37th St.): 29 feet Side (Texas Ave.): 17 feet Side (east): 16.5 feet Rear (north): 107.5 feet Yes Height 35 feet 34 feet Yes Building materials Minimum of 60% class I materials; maximum of 10% class 3 materials 70-99% class 1 materials (brick & glass); 0% class 3 materials Yes Floor area ratio Maximum 1.20 0.29 Yes Vehicular parking 21 spaces 22 spaces Yes Bicycle parking 4 spaces 4 spaces Yes EV charging infrastructure Two level-2 chargers; 2 spaces served by conduit Two level-2 chargers; 2 spaces served by conduit Yes Landscaping 13 trees, 78 shrubs 13 trees, 86 shrubs Yes 18 Regular meeting meeting of May 20, 2020 (Item No. 3a) Title: Bremer Bank conditional use permit Tree replacement None required – no existing trees on site Yes Refuse handling Full screening and compliance with city’s Solid Waste ordinance required Plan will comply with all solid waste handling and screening requirements Yes Stormwater management Meet city and state requirements Site will meet requirements; see conditions of approval Yes Mechanical equipment Full screening required. Full screening proposed. Yes Signage Total area: 200 square feet Maximum sign size: 150 square feet Total area: 190 square feet Maximum sign size: 100 square feet Yes Site circulation: The site will be accessed from a new two-way driveway on Texas Avenue, and the existing driveway on 37th would become exit only. Customers would enter the drive-up ATM queue from the northwest corner of the building, move counter-clockwise around the building to the ATMs, and exit onto 37th street. Based on city staff and neighborhood feedback, the applicant will explore options for adjusting circulation before the project goes before city council. 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. The building will comply with the city’s ground floor window transparency requirements. Lighting: The proposed lighting plan meets all city code requirements. The lighting plan shows 0.0 footcandles at all property lines that abut residential parcels, the average lighting level in the parking lot will not exceed 3 footcandles, and all exterior lights will be downcast 90 degrees in order to eliminate off-site glare. Conditional use permit analysis: In-vehicle sales or service require a CUP in the C-1 district, and must meet the following conditions: 1. Drive-through facilities and stacking areas shall not be within 100 feet of any parcel that is zoned residential and used or subdivided for residential use, or has an occupied institutional building, including but not limited to schools, religious institutions, and community centers unless the entire facility and stacking areas are separated from said parcel by a building wall. This condition is met. 2. Stacking shall be provided for six cars per customer service point and shall comply with all yard requirements. This condition is met. 3. This use shall only be permitted when it can be demonstrated that the operation will not have a significant adverse effect on the existing level of service of adjacent streets and intersections. This condition is met. Staff anticipate no significant negative impacts to the existing level of service to streets adjacent to the project site. 4. The drive-through facility shall be designed so it does not impede traffic or impair vehicular and pedestrian traffic movement, or exacerbate the potential for pedestrian or vehicular conflicts. This condition is met. A pedestrian crosswalk connects the public sidewalk and ADA parking to the building entrance. 19 Regular meeting meeting of May 20, 2020 (Item No. 3a) Title: Bremer Bank conditional use permit 5. Access shall be to a roadway identified in the comprehensive plan as a collector or arterial or shall be otherwise located so that access can be provided without generating significant traffic on local residential streets. This condition is met. The site is accessed from Texas Avenue. 6. Any canopy as part of this use shall be compatible with the architectural design and materials of the principal structure. This condition is met. The canopy uses the same materials and architectural style as the building. 7. The use 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. This condition is met. The proposed bank is in conformance with the land use guidance in the 2040 Comprehensive Plan. Uses in the C-1 district that operate 24 hours a day must also be located a minimum of 25 feet from any parcel that is zoned residential and used or subdivided for residential or has an occupied institutional building including but not limited to a school, religious institution or community center. The proposed site plan meets this condition. All CUP applications must meet the following general conditions: 1. Consistency with plans. It is consistent with and supportive of principles, goals, objectives, land use designations, redevelopment plans, neighborhood objectives, and implementation strategies of the comprehensive plan. The site is guided for commercial uses and the proposed bank presents no conflicts with city plans or policy goals. 2. Nuisance. It 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 in close proximity to the conditional use. Staff anticipate no adverse impacts on the neighborhood due to this project. 3. Compliance with code. It is consistent with the regulations, intent and purpose of City Code and the zoning district in which the conditional use is located. The proposed use and site work meet all zoning code requirements. 4. Consistency with service capacity. It will not have undue adverse impacts on governmental facilities, services or improvements which are either existing or proposed. Services will not be adversely impacted by the proposed building and site improvements. 5. Site design. It is 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 proposed site plan meets city requirements for landscaping, circulation, setbacks, and other zoning requirements. 6. Consistency with utilities. It is consistent with the City’s stormwater, sanitary sewer, and water plans. The proposed design is consistent with all city plans. Public outreach: The applicant held a videoconference with the neighborhood on May 13, 2020. Mailers advertising the meeting were sent to all properties within 350 feet of the project 20 Regular meeting meeting of May 20, 2020 (Item No. 3a) Title: Bremer Bank conditional use permit site, and city social media accounts and the city website publicized the meeting. Five residents attended the meeting. Items discussed are summarized below. • Residents asked about site lighting and building shadows. The development team and city staff explained that the plans meeting city lighting and shadowing requirements. • Meeting attendees discussed vehicular access to the site and the potential for u-turns from northbound to southbound Texas or undesired trips north and east through the neighborhood. • One resident had a question regarding the future of the current Bremer Bank site, as well as general development plans for the Knollwood area. The development team explained that Bremer Bank currently leases in a multi-tenant building and that building will remain as-is after Bremer Bank relocates to the project site. The owner of the existing site will seek a new tenant. Frauenshuh will own the new building and Bremer Bank will have a long-term lease. City staff explained there are presently no other developments proposed for the area at this time and staff do not anticipate any major redevelopment at the Knollwood shopping center due to recent renovations that occurred on the site. However, in general, any sites in the community with inefficiently used parking areas and one-story commercial or industrial areas have had increased development interest for more intense uses, taller buildings, housing and mixed-use buildings, and structured parking. • The development team has not finalized a construction start date, but construction would probably last for 7 months. Construction and staging information will be provided to city staff for review when building permits are received. City staff have received no further public input on the application. Next steps: City council will likely consider the CUP application on June 15, 2020. Recommendation: Staff recommend approval of the conditional use permit 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. More detailed stormwater plans shall be provided for review and approval by city engineering staff before building permits are issued. 3. Construction and staging information will be provided to staff for review and approval before building permits are issued. 4. All new utility service structures shall be buried. 5. Prior to starting any land disturbing activities, the following conditions shall be met: a. The developer shall sign the city's assent form and the official exhibits. b. A preconstruction meeting shall be held with the appropriate development, construction, private utility, and city representatives. c. All necessary permits shall be obtained. 6. Prior to issuance of building permits, the following conditions shall be met: a. The developer shall sign the City's assent form and the official exhibits. b. Final construction plans for all public improvements and private stormwater system shall be signed by a registered engineer and approved by the city Engineer. 21 Regular meeting meeting of May 20, 2020 (Item No. 3a) Title: Bremer Bank conditional use permit c. 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. 7. The developer shall comply with the following conditions during construction: a. All city noise ordinances shall be complied with, including that there be no construction activity between the hours of 10 p.m. and 7 a.m. Monday through Friday, and between 10 p.m. and 9 a.m. on weekends and holidays. b. The site shall be kept free of dust and debris that could blow onto neighboring properties. c. Public streets shall be maintained free of dirt and shall be cleaned as necessary. d. The City shall be contacted a minimum of 72 hours prior to any work in a public street. e. Work in a public street shall take place only upon the determination by the City Engineer (or designee) that appropriate safety measures have been taken to ensure motorist and pedestrian safety. f. The developer shall install and maintain chain link security fencing that is at least six feet tall along the perimeter of the site. All gates and access points shall be locked during non-working hours. g. Temporary electric power connections shall not adversely impact surrounding neighborhood service. 8. 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. 9. 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. 10. 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. 11. 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: development plans Prepared by: Jacquelyn Kramer, associate planner Reviewed by: Sean Walther, planning and zoning supervisor 22 25 26 27 28 29 30 31 32 TEXAS AVE. S.37TH STREET WEST ALLEYS89°07'51"W 130.00 N0°20'25"W 100.00S0°20'25"E 200.00N89°07'51"E 104.00 1 STATE HIGHWAY 7 N0°20'25"W 100.00N89°07'51"E 26.00 2 © 2020 Microsoft Corporation © 2019 HERE VICINITY MAP SUBJECT PROPERTy NOTES CORRESPONDING TO SCHEDULE B - 2 PROPERTY DESCRIPTION TABLE "A" OPTIONAL ITEMS GENERAL NOTES 1 STATEMENT OF POSSIBLE ENCROACHMENTS LEGEND CERTIFICATION 2 23 TEXAS AVE. S.37TH STREET WEST ALLEYREMOVE EXISTING SHRUBS-TYP REMOVE EXISTING BUILDING REMOVE EXISTING SHRUBS-TYP REMOVE ROCK MULCH REMOVE BLOCK RETAINING WALL-TYP REMOVE CONCRETE PAVEMENT-TYP REMOVE WOOD RETAINING WALL-TYP REMOVE FENCE-TYP PROTECT UTILITIES REMOVE FENCE-TYP REMOVE WOOD RETAINING WALL-TYP REMOVE FENCE-TYP PROTECT LIGHT POLE REMOVE CURB & GUTTER-TYP REMOVE CONCRETE SIDEWALK-TYP REMOVE BITUMINOUS PAVEMENT AS NEEDED FOR CURB REMOVAL REMOVE GAS SERVICE AND METER COORDINATE WITH UTILITY COMPANY REMOVE CURB & GUTTER-TYP REMOVE BLOCK RETAINING WALL-TYP REMOVE CONCRETE CURB & GUTTER-TYP REMOVE CONCRETE PAVEMENT REMOVE AND SALVAGE CASTING REMOVE EXISTING SHRUBS-TYP REMOVE ROCK MULCH REMOVE BITUMINOUS PAVEMENT-TYP REMOVE BITUMINOUS PAVEMENT-TYP PROTECT EXISTING UTILITY REMOVE CONCRETE PAVEMENT-TYP REMOVE CURB & GUTTER-TYP REMOVE CONCRETE PAVEMENT-TYP PROTECT EXISTING UTILITY 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: 04 /17 / 2020 3:6 PMW:\2020\20001\CADD DATA\CIVIL\_dwg Sheet Files\C1-2 DEMOLITION PLANOUCKSL QUALITY CONTROL PROFESSIONAL SIGNATURE SUBMITTAL/REVISIONS CADD QUALIFICATION HIGHWAY 7 FINANCIAL PLAZA ST. LOUIS PARK, MN RSP ARCHITECTS 1220 MARSHALL ST NE MINNEAPOLIS, MN 55413 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. Vicki J. Van Dell - PE Project Lead Drawn By Checked By Loucks Project No. 41352 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. Project Lead Drawn By Checked By Loucks Project No.20001.00 VJV MJS VJV NOT F O R CON S T R U C TI O N 04/20/2020 CITY SUBMITTAL C3-1 GRADING & EROSION C2-1 SITE PLAN L1-1 C8-1 CIVIL DETAILS C1-2 DEMOLITION PLAN C4-1 C8-2 CIVIL DETAILS L2-1 LANDSCAPE PLAN LANDSCAPE DETAILS C8-3 CIVIL DETAILS UTILITY PLAN PH-1 PHOTOMETRIC PLAN CONTROL PLAN SCALE IN FEET 0 20 40 DEMOLITION PLAN C1-2N TOLL FREE: 1-800-252-1166 TWIN CITY AREA: 651-454-0002 Gopher State One Call CALL BEFORE YOU DIG! DEMOLITION NOTES 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. CLEAR AND GRUB AND REMOVE ALL TREES, VEGETATION AND SITE DEBRIS PRIOR TO GRADING. TOPSOIL SHALL BE STOCKPILED ON-SITE AND ALL OTHER REMOVED MATERIAL SHALL BE HAULED FROM THE SITE DAILY. ALL CLEARING AND GRUBBING AND REMOVALS SHALL BE PERFORMED PER THE CONTRACT SPECIFICATIONS. EROSION CONTROL MEASURES SHALL BE IMMEDIATELY ESTABLISHED UPON REMOVAL. SEE GRADING AND EROSION CONTROL PLAN. 4. CONTRACTOR SHALL REMOVE ALL SITE SURFACE FEATURES WITHIN REMOVAL LIMITS UNLESS OTHERWISE NOTED. 5. REFER TO TREE INVENTORY AND TREE REPLACEMENT PLAN FOR REMOVAL AND REPLACEMENT OF ON SITE TREES. 6. CONTRACTOR TO VERIFY LOCATION OF SEPTIC FIELD(S) & WELL(S) ON SITE. COORDINATE REMOVAL WITH THE CITY. REMOVE EXISTING CURB & GUTTER, RETAINING WALLS, FENCE, ETC. REMOVE EXISTING MANHOLES, POWER POLES, LIGHT POLES, BOLLARDS, PARKING METERS, SIGNS, ETC. REMOVE EXISTING CONCRETE PAVING, SIDEWALKS, ETC. REMOVE EXISTING TREES, SHRUBS, ETC. REMOVE EXISTING UTILITIES REMOVE EXISTING BITUMINOUS PAVING DEMOLITION LEGEND: REMOVE EXISTING BUILDING 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. 24 NO PARKING EVCSEVCS 37TH STREET WESTTEXAS AVE. S.ALLEY24.00 18.00 9.00 5.00 12.00 5.00 8.00 24.00 5.00 DRIVE-THROUGH SETBACK LINE PROPOSED RETAINING WALL 18.00 18.00 9.00 24.00 6 11 5 67.73 12.00 8.00 7.4710.94 15.62 9.87 12.00 TRASH ENCLOSURE 12.00 3.00 1.50 PROPOSED RETAINING WALL 2.00 1.50MATCH INTO EXISTING RETAINING WALL MATCH INTO EXISTING RETAINING WALL FLAT CURB PYLON SIGN BIKE RACKS (4) ADA RAMP ADA PEDESTRIAN CROSSWALK FLAT CURB DRIVE-THROUGH CANOPY 2'R12'R 12'R 2'R 2'R 5'R 7'R 2'R 5'R 5'R 5'R 20'R 8'R 5'R 15'R 10'R 5'R 15'R B612 CURB & GUTTER TYP-SEE DETAIL CONCRETE APRON SEE DETAIL MATCH EXISTING CURB & GUTTER MATCH EXISTING CURB & GUTTER MATCH EXISTING CURB & GUTTERMATCH EXISTING CURB & GUTTER HEAVY DUTY BITUMINOUS PAVEMENT ADA PARKING SIGN/BOLLARD COMBO-TYP SEE DETAIL HEAVY DUTY BITUMINOUS PAVEMENT CONCRETE SIDEWALK TYP-SEE DETAIL B612 CURB & GUTTER TYP-SEE DETAIL MATCH EXISTING CURB & GUTTER 2.00 3.00 CONCRETE APRON SEE DETAIL CONCRETE PAVEMENT 15'R CONCRETE PAD 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 /12 / 2020 11:54 AMW:\2020\20001\CADD DATA\CIVIL\_dwg Sheet Files\C2-1 SITE PLANOUCKSL QUALITY CONTROL PROFESSIONAL SIGNATURE SUBMITTAL/REVISIONS CADD QUALIFICATION HIGHWAY 7 FINANCIAL PLAZA ST. LOUIS PARK, MN RSP ARCHITECTS 1220 MARSHALL ST NE MINNEAPOLIS, MN 55413 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. Vicki J. Van Dell - PE Project Lead Drawn By Checked By Loucks Project No. 41352 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. Project Lead Drawn By Checked By Loucks Project No.20001.00 VJV MJS VJV NOT F O R CON S T R U C TI O N 04/20/2020 CITY SUBMITTAL 05/12/2020 REVISED CITY SUBMITTAL C3-1 GRADING & EROSION C2-1 SITE PLAN L1-1 C8-1 CIVIL DETAILS C1-2 DEMOLITION PLAN C4-1 C8-2 CIVIL DETAILS L2-1 LANDSCAPE PLAN LANDSCAPE DETAILS C8-3 CIVIL DETAILS UTILITY PLAN PH-1 PHOTOMETRIC PLAN CONTROL PLAN SCALE IN FEET 0 20 40 SITE PLAN C2-1N 1. ALL PAVING, CONCRETE CURB, GUTTER AND SIDEWALK SHALL BE FURNISHED AND INSTALLED IN ACCORDANCE WITH THE DETAILS SHOWN PER THE DETAIL SHEET(S) AND STATE/LOCAL JURISDICTION REQUIREMENTS. 2. ACCESSIBLE PARKING AND ACCESSIBLE ROUTES SHALL BE PROVIDED PER CURRENT ADA STANDARDS AND LOCAL/STATE REQUIREMENTS. 3. ALL CURB DIMENSIONS SHOWN ARE TO THE FACE OF CURB UNLESS OTHERWISE NOTED. 4. ALL BUILDING DIMENSIONS ARE TO THE OUTSIDE FACE OF WALL UNLESS OTHERWISE NOTED. 5. TYPICAL FULL SIZED PARKING STALL IS 9' X 18' AND DRIVE AISLE IS 24 ' UNLESS OTHERWISE NOTED. 6. ALL CURB RADII SHALL BE 5.0' UNLESS OTHERWISE NOTED. 7. SEE SITE ELECTRICAL PLAN FOR SITE LIGHTING. 8. REFER TO ARCHITECTURAL SITE PLAN FOR BUILDING SETBACKS. CURRENT ZONING: C-2 GENERAL COMMERCIAL PROPOSED ZONING: C-1 NEIGHBORHOOD COMMERCIAL PROPERTY AREA:23,399 SF DISTURBED AREA:22,397 SF EXISTING IMPERVIOUS AREA: 20,052 SF (85.7%) PROPOSED IMPERVIOUS AREA: 19,280 (82.4%) TOTAL PARKING: 22 STALLS PROVIDED (1 ADA PARKING STALL, 1 EVCS STALL LEVEL 1 AND 1 EVCS STALL LEVEL 2. CONDUIT WILL BE PROVIDED FOR TWO ADDITIONAL EVCS STALLS.) 1. MINNESOTA STATE STATUTE REQUIRES NOTIFICATION PER "GOPHER STATE ONE CALL" PRIOR TO COMMENCING ANY GRADING, EXCAVATION OR UNDERGROUND WORK. 2. THE CONTRACTOR SHALL FIELD VERIFY LOCATIONS AND ELEVATIONS OF EXISTING UTILITIES AND TOPOGRAPHIC FEATURES PRIOR TO COMMENCEMENT OF CONSTRUCTION ACTIVITY. THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY DISCREPANCIES OR VARIATIONS FROM THE PLANS. 3. THE CONTRACTOR SHALL TAKE ALL PRECAUTIONS NECESSARY TO AVOID PROPERTY DAMAGE TO ADJACENT PROPERTIES DURING THE CONSTRUCTION PHASE OF THIS PROJECT. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR ANY DAMAGES TO ADJACENT PROPERTIES OCCURRING DURING THE CONSTRUCTION PHASE OF THIS PROJECT. 4. THE CONTRACTOR WILL BE RESPONSIBLE FOR PROVIDING AND MAINTAINING TRAFFIC CONTROL DEVICES SUCH AS BARRICADES, WARNING SIGNS, DIRECTIONAL SIGNS, FLAGMEN AND LIGHTS TO CONTROL THE MOVEMENT OF TRAFFIC WHERE NECESSARY. PLACEMENT OF THESE DEVICES SHALL BE APPROVED BY THE ENGINEER PRIOR TO PLACEMENT. TRAFFIC CONTROL DEVICES SHALL CONFORM TO THE APPROPRIATE MINNESOTA DEPARTMENT OF TRANSPORTATION STANDARDS. 5. IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, THE CONTRACTOR WILL BE SOLELY AND COMPLETELY RESPONSIBLE FOR CONDITIONS ON THE JOB SITE, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY DURING THE PERFORMANCE OF THE WORK. THIS REQUIREMENT WILL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. 6. THE DUTY OF THE ENGINEER OR THE DEVELOPER TO CONDUCT CONSTRUCTION REVIEW OF THE CONTRACTORS PERFORMANCE IS NOT INTENDED TO INCLUDE REVIEW OF THE ADEQUACY OF THE CONTRACTORS SAFETY MEASURES IN, OR NEAR THE CONSTRUCTION SITE. 7. BEFORE BEGINNING CONSTRUCTION THE CONTRACTOR SHALL INSTALL EROSION AND SEDIMENTATION CONTROL MEASURES IN ACCORDANCE WITH NPDES PERMIT REQUIREMENTS, BEST MANAGEMENT PRACTICES, STATE AND LOCAL REQUIREMENTS AND THE DETAILS SHOWN ON THE DETAIL SHEET(S) OF THE PROJECT PLANS. 8. ALL CONSTRUCTION PERMITS, APPLICATIONS AND FEES ARE THE RESPONSIBILITY OF THE CONTRACTOR. 9. ALL ENTRANCES AND CONNECTIONS TO CITY STREETS SHALL BE CONSTRUCTED PER THE REQUIREMENTS OF THE STATE AND LOCAL JURISDICTIONS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL PERMITS AND NOTIFICATIONS AS REQUIRED. 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 (MUTCD) AND THE CITY. THIS SHALL INCLUDE ALL SIGNAGE, BARRICADES, FLASHERS AND FLAGGERS AS NEEDED. ALL PUBLIC STREETS SHALL BE OPEN TO TRAFFIC AT ALL TIMES. 11.ADJUST ALL EXISTING STRUCTURES, BOTH PUBLIC AND PRIVATE TO THE PROPOSED GRADES WHERE DISTURBED AND COMPLY WITH ALL REQUIREMENTS OF THE UTILITY OWNERS. STRUCTURES BEING RESET TO PAVED AREAS MUST MEET OWNERS REQUIREMENTS FOR TRAFFIC LOADING. 12.EXISTING TOPOGRAPHY PROVIDED BY WENCK ASSOCIATES, TOPOGRAPHIC SURVEY DATED 02/05/2020. 13.SUBGRADE PREPARATION SHALL BE PERFORMED IN ACCORDANCE WITH MNDOT 2112. THE TOP 3 FEET SHALL BE COMPACTED TO 100% OF THE STANDARD PROCTOR DENSITY. 14.AGGREGATE BASE SHALL BE MNDOT 2211 CLASS 5. COMPACTION SHALL BE BY THE QUALITY COMPACTION METHOD. 15.PLANT MIXED BITUMINOUS PAVEMENT SHALL BE CONSTRUCTED IN ACCORDANCE WITH MNDOT 2360 WITH MIX DESIGN AS SHOWN ON THE DETAILS. COMPACTION SHALL BE BY THE ORDINARY COMPACTION METHOD. 16.CONCRETE CURB & GUTTER SHALL BE PERFORMED IN ACCORDANCE WITH MNDOT 2531. CURING SHALL BE BY THE MEMBRANE CURING METHOD. EXPANSION JOINTS EVERY 200 FEET AT ALL FIXED OBJECTS. CONTRACTIONS JOINTS EVERY 10 FEET. 17.CONCRETE WALK SHALL BE PERFORMED IN ACCORDANCE WITH MNDOT 2521. CURING SHALL BE BY THE MEMBRANE CURING METHOD. EXPANSION JOINTS AT ALL FIVES OBJECTS. CONTRACTION JLINTS EVERY 5 FEET. 18. WORKING HOURS ARE 7 AM - 7 PM (MONDAY - FRIDAY) AND 9 AM - 7 PM ( SATURDAY.) A 48 HOUR NOTICE IS REQUIRED FOR SATURDAY WORK. 19.THE CONTRACTOR MUST HAVE A CITY LICENSE. 20.A CITY RIGHT-OF-WAY PERMIT IS REQUIRED TO WORKING WITHIN CITY ROW. SITE NOTES SITE DATA GENERAL NOTES PAVEMENT LEGEND TOLL FREE: 1-800-252-1166 TWIN CITY AREA: 651-454-0002 Gopher State One Call CALL BEFORE YOU DIG! CONCRETE SIDEWALK/PAVEMENT STANDARD DUTY BITUMINOUS PAVEMENT HEAVY DUTY BITUMINOUS PAVEMENT 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. 25 NO PARKING EVCSEVCS 916 916 917 917 918 918 919 915 916 915916915915 91 5 9159 1 5 9169 1 5 9149 1 4 9 1 4 914 915914915.00 915.20 915.02 914.00 914.32 915.20 915.20 915.20 917.90±EX 915.60±EX 915.37 918.10 917.40 917.80 916.41 915.27 915.41 915.96 913.95 912.90±EX 913.97±EX 913.70 914.38 914.50 914.15 914.15 915.20 915.20 914.71 914.59 915.02 914.88 915.18 914.72 TW=922.80 GW=920.00 TW=930.83 GW=919.02 GW=917.45 TW=924.10 GW=915.49 GW=916.62 TW=920.00 TW=916.20 TW=923.80 GW=919.26 EOF 914.20 913.314.7%4.9%1.8%2.8%4.8%1.1%1.5%1.6%1.1%3.4%3.1%914.70 EOF 914.20 37TH STREET WESTTEXAS AVE. S.ALLEYEOF 914.20 EOF 914.20 915TW=930.00 GW=918.56 TW=927.71 GW=917.57 TW=921.87 GW=915.65 TW=926.33 GW=917.52 TW=929.10 GW=917.79 914.00 914.14 914 PROPOSED RETAINING WALL PROPOSED RETAINING WALL MATCH INTO EXISTING RETAINING WALL MATCH INTO EXISTING RETAINING WALL PROPOSED BUILDING FFE = 915.2 SILT FENCE TYP-SEE DETAIL ROCK CONST. ENTRANCE TYP-SEE DETAIL SILT FENCE TYP-SEE DETAIL ROCK CONST. ENTRANCE TYP-SEE DETAIL INLET PROTECTION TYP-SEE DETAIL INLET PROTECTION TYP-SEE DETAIL INLET PROTECTION TYP-SEE DETAIL INLET PROTECTION TYP-SEE DETAIL EROSION CONTROL BLANKET TYP-SEE DETAIL EROSION CONTROL BLANKET TYP-SEE DETAIL INLET PROTECTION TYP-SEE DETAIL 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: 04 /17 / 2020 3:7 PMW:\2020\20001\CADD DATA\CIVIL\_dwg Sheet Files\C3-1 GRADING PLANOUCKSL QUALITY CONTROL PROFESSIONAL SIGNATURE SUBMITTAL/REVISIONS CADD QUALIFICATION HIGHWAY 7 FINANCIAL PLAZA ST. LOUIS PARK, MN RSP ARCHITECTS 1220 MARSHALL ST NE MINNEAPOLIS, MN 55413 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. Vicki J. Van Dell - PE Project Lead Drawn By Checked By Loucks Project No. 41352 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. Project Lead Drawn By Checked By Loucks Project No.20001.00 VJV MJS VJV NOT F O R CON S T R U C TI O N 04/20/2020 CITY SUBMITTAL C3-1 GRADING & EROSION C2-1 SITE PLAN L1-1 C8-1 CIVIL DETAILS C1-2 DEMOLITION PLAN C4-1 C8-2 CIVIL DETAILS L2-1 LANDSCAPE PLAN LANDSCAPE DETAILS C8-3 CIVIL DETAILS UTILITY PLAN PH-1 PHOTOMETRIC PLAN CONTROL PLAN SCALE IN FEET 0 20 40 GRADING & EROSION CONTROL PLAN C3-1N TOLL FREE: 1-800-252-1166 TWIN CITY AREA: 651-454-0002 Gopher State One Call CALL BEFORE YOU DIG! EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE ESTABLISHED AROUND THE ENTIRE SITE PERIMETER AND IN ACCORDANCE WITH NPDES PERMIT REQUIREMENTS, BEST MANAGEMENT PRACTICES, CITY REQUIREMENTS AND THE DETAILS SHOWN ON THE CIVIL DETAILS SHEETS OF THESE PLANS. ALL CURB SPOT ELEVATIONS ARE TO GUTTER LINE-UNLESS NOTED OTHERWISE. 1. SPOT ELEVATIONS REPRESENT FINISHED SURFACE GRADES, GUTTER/FLOW LINE, FACE OF BUILDING, OR EDGE OF PAVEMENT UNLESS OTHERWISE NOTED. 2. CATCH BASINS AND MANHOLES IN PAVED AREAS SHALL BE SUMPED 0.04 FEET. ALL CATCH BASINS IN GUTTERS SHALL BE SUMPED 0.10 FEET. RIM ELEVATIONS SHOWN ON PLANS DO NOT REFLECT SUMPED ELEVATIONS. 3. ALL DISTURBED UNPAVED AREAS ARE TO RECEIVE MINIMUM OF 4 INCHES OF PREMIUM TOP SOIL AND SEED/MULCH OR SOD. THESE AREAS SHALL BE WATERED/MAINTAINED BY THE CONTRACTOR UNTIL VEGETATION IS ESTABLISHED. VERIFY WITH LANDSCAPE PLAN. 4. FOR SITE RETAINING WALLS "TW" EQUALS SURFACE GRADE AT TOP FACE OF WALL (NOT TOP OF WALL), "GW" EQUALS SURFACE GRADE AT BOTTOM FACE OF WALL (NOT BOTTOM OF BURIED WALL COURSES). 5. STREETS MUST BE CLEANED AND SWEPT WHENEVER TRACKING OF SEDIMENTS OCCURS AND BEFORE SITES ARE LEFT IDLE FOR WEEKENDS AND HOLIDAYS, OR AS DIRECTED BY CITY. A REGULAR SWEEPING SCHEDULE MUST BE ESTABLISHED. 6. DUST MUST BE ADEQUATELY CONTROLLED. 7. SEE UTILITY PLAN FOR WATER, STORM AND SANITARY SEWER INFORMATION. 8. SEE SITE PLAN FOR CURB AND BITUMINOUS TAPER LOCATIONS. 9. A STREET SWEEPER MUST BE AVAILABLE WITHIN 3 HOURS UPON NOTICE FROM THE CITY THAT THE STREETS NEED TO BE SWEPT. 10. THE CONTRACTOR ALONG WITH THE OWNER SHALL OBTAIN ALL NECESSARY PERMITS AND APPROVALS FROM GOVERNING AUTHORITIES, INCLUDING ANY CITY PERMITS AND THE NPDES PERMIT FROM THE MPCA. 11. INSTALL EROSION CONTROL AND TREE PROTECTION MEASURES BEFORE BEGINNING SITE GRADING ACTIVITIES. SOME EROSION CONTROLS SUCH AS BALE CHECKS AND TEMPORARY SILT PONDS MAY BE INSTALLED AS GRADING OCCURS IN SPECIFIC AREAS. MAINTAIN EROSION CONTROLS THROUGHOUT THE GRADING PROCESS AND REMOVE WHEN TURF HAS BEEN ESTABLISHED. 12. THE CONTRACTOR SHALL ADHERE TO ALL REQUIREMENTS OF THE MPCA NPDES PERMIT. THE AREA TO BE DISTURBED SHALL BE MINIMIZED AND TURF SHALL BE ESTABLISHED WITHIN THE TIME REQUIRED. 13. GRADES SHOWN ARE FINISHED GRADES. 14. FINAL GRADING TOLERANCES ARE +/-0.1 FEET TO FINISH GRADES. 15. UNDER PAVEMENTS COMPACT THE UPPER 3 FEET OF SUBGRADE TO 100% STANDARD PROCTOR DENSITY AT OPTIMUM MOISTURE CONTENT AND 95% STANDARD PROCTOR DENSITY BLOW THE UPPER 3 FEET OF SUBGRADE. OUTSIDE PAVEMENT AREAS COMPACT EMBANKMENTS TO 95% STANDARD PROCTOR DENSITY. 16. WORKING HOURS ARE 7:00 AM - 10:00 PM, MONDAY - SATURDAY. A 48 HOUR NOTICED IS REQUIRED FOR SATURDAY WORK. 17. THE CONTRACTOR MUST HAVE A CITY LICENSE. 18. A CITY RIGHT-OF-WAY PERMIT IS REQUIRED PRIOR TO WORKING WITHIN CITY ROW. 19. TURF REINFORCEMENT MAT (TRM) SHALL BE LANDLOK 450, AS MANUFACTURED BY PROPEX GEOSOLUTIONS, OR APPROVED EQUAL. THE CONTRACTOR SHALL FOLLOW ALL OF THE MANUFACTURERS INSTRUCTIONS FOR INSTALLATION. 20. STRUCTURAL RETAINING WALL, FENCING AND HANDRAIL DESIGN BY OTHERS. REFER TO ARCHITECTURAL PLANS. GRADING & DRAINAGE NOTES GRADING, DRAINAGE & EROSION CONTROL SPECIFICATIONS SWPPP LEGEND INLET PROTECTION SILT FENCE BIO ROLLS EROSION CONTROL BLANKET ROCK CONSTRUCTION ENTRANCE ESTIMATED QUANTITIES DESCRIPTION UNIT TEMPORARY ROCK CONSTRUCTION ENTRANCE EA SILT FENCE LF LF QUANTITY 2 255 NA EROSION CONTROL BLANKET SF 637 INLET PROTECTION EA 8 BIOROLLS 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. 26 NO PARKING EVCSEVCS 88888888888837TH STREET WESTTEXAS AVE. S.ALLEY444443 LF - 12" SCH 40 PVC @ 0.5% CBMH 104 RIM=913.95 INV=909.95 (WATERTIGHT CONNECTION TO MH) TIE INTO EXISTING CBMH ADJUST RIM ELEVATION & CHANGE CASTING RIM=913.70 INV (W)=908.80 EX INV (S)=908.80 67 LF - 12" HDPE @ 0.5% STMH 100 RIM=913.81 INV=908.93 CBMH 103 RIM=914.00 INV=909.74 25 LF - 12" HDPE @ 0.5% CBMH 101 RIM=914.40 INV=909.26 CBMH 105 RIM=915.37 INV=909.67 72 LF - 12" HDPE @ 0.5% 8" PVC WATERMAIN 6" SANITARY SERVICE INV = 907.94 (VERIFY LOCATION, INVERT & SIZE W/ MECHANICAL) SANMH 100 BUILD MH OVER EXISTING SERVICE LINE INV(N) =906.7 EX INV(S)=906.6± FIELD VERIFY LOCATION, INVERT, SIZE AND MATERIAL 52 LF - 6" PVC @ 2.0% SANMH 101 INV(W)=907.84 INV(S)907.74 5 LF - 6" PVC @ 2.0% 8" COMBINED DOMESTIC/FIRE WATER SERVICE (VERIFY LOCATION, INVERT & SIZE W/ MECHANICAL (2) 45° BENDS CONNECT TO EXISTING WATER SERVICE FIELD VERIFY SIZE, LOCATION, INVERT, SIZE, & MATERIAL ROOF DRAIN INV=910.00 VERIFY LOCATION, INVERT,& SIZE W/ MECHANICAL TERMINATE STUB 3' FROM BUILDING (MECHANICAL TO MAKE STUB CONNECTION) 24 LF - 12" HDPE @ 0.5% CBMH 102 RIM=914.00 INV=909.38 57 LF - 12" HDPE @ 0.5% 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: 04 /17 / 2020 3:8 PMW:\2020\20001\CADD DATA\CIVIL\_dwg Sheet Files\C4-1 UTILITY PLANOUCKSL QUALITY CONTROL PROFESSIONAL SIGNATURE SUBMITTAL/REVISIONS CADD QUALIFICATION HIGHWAY 7 FINANCIAL PLAZA ST. LOUIS PARK, MN RSP ARCHITECTS 1220 MARSHALL ST NE MINNEAPOLIS, MN 55413 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. Vicki J. Van Dell - PE Project Lead Drawn By Checked By Loucks Project No. 41352 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. Project Lead Drawn By Checked By Loucks Project No.20001.00 VJV MJS VJV NOT F O R CON S T R U C TI O N 04/20/2020 CITY SUBMITTAL C3-1 GRADING & EROSION C2-1 SITE PLAN L1-1 C8-1 CIVIL DETAILS C1-2 DEMOLITION PLAN C4-1 C8-2 CIVIL DETAILS L2-1 LANDSCAPE PLAN LANDSCAPE DETAILS C8-3 CIVIL DETAILS UTILITY PLAN PH-1 PHOTOMETRIC PLAN CONTROL PLAN SCALE IN FEET 0 20 40 UTILITY PLAN C4-1N TOLL FREE: 1-800-252-1166 TWIN CITY AREA: 651-454-0002 Gopher State One Call CALL BEFORE YOU DIG! UTILITY NOTES 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), LATEST 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. 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 BETWEEN WATERMAIN AND ALL OTHER UTILITIES UNLESS OTHERWISE NOTED. 6. ALL NEW WATERMAIN AND SERVICES MUST HAVE A MINIMUM OF 8.0 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 8.0 FEET MINIMUM DEPTH CAN NOT BE ATTAINED. 7. ALL SANITARY SEWER WYES, TEES AND SERVICES SHALL BE SCH. 40 PVC. 8. ALL PORTIONS OF THE STORM SEWER SYSTEM, INCLUDING CATCH BASINS, LOCATED WITHIN 10 FEET OF THE BUILDING OR WATER SERVICE LINE MUST BE TESTED ACCORDANCE WITH MINNESOTA RULES, CHAPTER 4714. 9. ALL JOINTS AND CONNECTIONS IN THE STORM SEWER SYSTEM SHALL BE GASTIGHT OR WATERTIGHT (SEE MINNESOTA RULES, CHAPTER 4714). APPROVED RESILIENT RUBBER JOINTS MUST BE USED TO MAKE WATERTIGHT CONNECTIONS TO MANHOLES, CATCHBASINS, AND OTHER STRUCTURES. 10. HIGH-DENSITY POLYETHYLENE (HDPE) STORM DRAINS MUST COMPLY WITH MINNESOTA RULES, CHAPTER 4714: a. PIPES 4-INCH TO 10-INCH IN SIZE MUST COMPLY WITH AASHTO M252. b. PIPES 12-INCH TO 60-INCH IN SIZE MUST COMPLY WITH ASTM F2306. c. ALL FITTINGS MUST COMPLY WITH ASTM D3212. d. WATER-TIGHT JOINTS MUST BE USED AT ALL CONNECTIONS INCLUDING STRUCTURES. 11. SANITARY SEWER MATERIAL: PVC SDR 26 12. WATERMAIN MATERIAL: C900 PVC 13. STORM SEWER MATERIALS: HDPE, UNLESS NOTED AS SCH. 40 PVC 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. 27 NO PARKING EVCSEVCS 916 916 917 917 918 918 919 915 916 915916915915 91 5 9159 1 5 9169 1 5 9149 1 4 9 1 4 914 91591488888888888837TH STREET WESTTEXAS AVE. S.ALLEY4444915914 PROPOSED RETAINING WALL TRASH ENCLOSURE PROPOSED RETAINING WALL 5 PES 8 NFS 1 QB 6 PR2 2 SGM 8 PR2 2 AFS 7 MIW 10 SM 1 QB 12 BBL 4 AD 5 AD 10 AFS 5 BBL 6 PES 4 AD 3 SSG 4 NFS 6 BE 1 BW2 1 BW2 4 NFS 1 BW2 4 SSG 12 AD 2 NP 1 QB 11 CT 4 CT 10 CT 3 QA 18" ROCK MULCH ABOVE RETAINING WALL FOR MAINTENANCE. SOD DISTURBED AREA SOD CANOPY TREES SIGN ROCK MULCH & VINES ALONG WALL EXISTING TREE ON ADJACENT PARCEL PROPOSED SITE LIGHTING EX. LIGHT POLE DECIDUOUS TREES CODE QTY COMMON NAME BOTANICAL NAME CONT SIZE NP 2 NORTHERN PIN OAK Quercus ellipsoidalis B & B 2.5"Cal QA 3 QUAKING ASPEN Populus tremuloides B & B 2.5"Cal SGM 2 SIENNA GLEN MAPLE Acer freemanii `Sienna Glen`B & B 2.5"Cal QB 3 SWAMP WHITE OAK Quercus bicolor B & B 2.5"Cal BW2 3 WHITESPIRE BIRCH Betula populifolia `Whitespire`B & B 2.5"Cal SHRUBS CODE QTY COMMON NAME BOTANICAL NAME MIN CONT MIN SIZE SPACING AD 25 ARCTIC FIRE DOGWOOD Cornus sericea `Artic Fire`5 gal 24" HGT 48" o.c. SM 10 FIRE LIGHT SPIREA Spiraea x `Fire Light`5 gal 24" HGT 24" o.c. MIW 7 MINUET WEIGELA Weigela florida `Minuet`5 gal 18" HGT 36" o.c. NFS 16 NEON FLASH SPIREA Spirea japonica `Neon Flash`5 gal 24" HGT 36" o.c. CT 25 TOM THUMB COTONEASTER Cotoneaster apiculatus `Tom Thumb` 5 gal 24" SPRD 42" o.c. GRASSES CODE QTY COMMON NAME BOTANICAL NAME MIN CONT MIN SIZE SPACING BBL 17 BIG BLUESTEM Andropogon gerardii 1 gal 30" o.c. SSG 7 SHENANDOAH SWITCH GRASS Panicum virgatum `Shenendoah` 1 gal 36" o.c. VINE/ESPALIER CODE QTY COMMON NAME BOTANICAL NAME MIN CONT MIN SIZE SPACING PR2 14 BOSTON IVY Parthenocissus tricuspidata `Robusta` 3 gal 24" HGT 96" o.c. PERENNIALS CODE QTY COMMON NAME BOTANICAL NAME MIN CONT MIN SIZE SPACING AFS 12 AUTUMN FIRE SEDUM Sedum x `Autumn Fire`1 gal 24" o.c. BE 6 BLACK EYED SUSAN Rudbeckia fulgida `Goldstrum` 1 gal 24" o.c. PES 11 PURPLE EMPEROR SEDUM Sedum `Purple Emperor`1 gal 24" o.c. GROUND COVERS CODE COMMON NAME BOTANICAL NAME SM 1 STONE MULCH CRUSHED GRAY ROCK 1/4" MINUS 3" DEPTH SOD TURF SOD PLANT SCHEDULE 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 /12 / 2020 12:16 PMW:\2020\20001\CADD DATA\LANDSCAPE\_dwg Sheet Files\L1-1 LANDSCAPE PLANOUCKSL QUALITY CONTROL PROFESSIONAL SIGNATURE SUBMITTAL/REVISIONS CADD QUALIFICATION HIGHWAY 7 FINANCIAL PLAZA ST. LOUIS PARK, MN RSP ARCHITECTS 1220 MARSHALL ST NE MINNEAPOLIS, MN 55413 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. Vicki J. Van Dell - PE Project Lead Drawn By Checked By Loucks Project No. 41352 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. Project Lead Drawn By Checked By Loucks Project No.20001.00 VJV MJS VJV NOT F O R CON S T R U C TI O N 04/20/2020 CITY SUBMITTAL 05/12/2020 REVISED CITY SUBMITTAL C3-1 GRADING & EROSION C2-1 SITE PLAN L1-1 C8-1 CIVIL DETAILS C1-2 DEMOLITION PLAN C4-1 C8-2 CIVIL DETAILS L2-1 LANDSCAPE PLAN LANDSCAPE DETAILS C8-3 CIVIL DETAILS UTILITY PLAN PH-1 PHOTOMETRIC PLAN CONTROL PLAN SCALE IN FEET 0 20 40 LANDSCAPE PLAN L1-1N TOLL FREE: 1-800-252-1166 TWIN CITY AREA: 651-454-0002 Gopher State One Call CALL BEFORE YOU DIG! GENERAL NOTES: CONTRACTOR SHALL VISIT SITE PRIOR TO SUBMITTING BID. HE SHALL INSPECT SITE AND BECOME FAMILIAR WITH EXISTING CONDITIONS RELATING TO THE NATURE AND SCOPE OF WORK. VERIFY LAYOUT AND ANY DIMENSIONS SHOWN AND BRING TO THE ATTENTION OF THE LANDSCAPE ARCHITECT ANY DISCREPANCIES WHICH MAY COMPROMISE THE DESIGN AND/OR INTENT OF THE PROJECT'S LAYOUT. ASSURE COMPLIANCE WITH ALL APPLICABLE CODES AND REGULATIONS GOVERNING THE WORK OR MATERIALS SUPPLIED. CONTRACTOR SHALL PROTECT ALL EXISTING ROADS, CURBS/GUTTERS, TRAILS, TREES, LAWNS AND SITE ELEMENTS DURING PLANTING OPERATIONS. ANY DAMAGE TO SAME SHALL BE REPAIRED AT NO COST TO THE OWNER. CONTRACTOR SHALL VERIFY ALIGNMENT AND LOCATION OF ALL UNDERGROUND AND ABOVE GRADE UTILITIES AND PROVIDE THE NECESSARY PROTECTION FOR SAME BEFORE CONSTRUCTION / MATERIAL INSTALLATION BEGINS (MINIMUM 10' - 0" CLEARANCE). ALL UNDERGROUND UTILITIES SHALL BE LAID SO THAT TRENCHES DO NOT CUT THROUGH ROOT SYSTEMS OF ANY EXISTING TREES TO REMAIN. EXISTING CONTOURS, TRAILS, VEGETATION, CURB/GUTTER AND OTHER EXISTING ELEMENTS BASED UPON INFORMATION SUPPLIED TO LANDSCAPE ARCHITECT BY OTHERS. CONTRACTOR SHALL VERIFY ANY AND ALL DISCREPANCIES PRIOR TO CONSTRUCTION AND NOTIFY LANDSCAPE ARCHITECT OF SAME. THE ALIGNMENT AND GRADES OF THE PROPOSED WALKS, TRAILS AND/OR ROADWAYS ARE SUBJECT TO FIELD ADJUSTMENT REQUIRED TO CONFORM TO LOCALIZED TOPOGRAPHIC CONDITIONS AND TO MINIMIZE TREE REMOVAL AND GRADING. ANY CHANGE IN ALIGNMENT MUST BE APPROVED BY LANDSCAPE ARCHITECT. REFER TO SHEET L2-1 FOR PLANTING NOTES, PLANTING DETAILS, AND IRRIGATION NOTES. REFER TO SHEET L3-1 FOR ALTERNATIVE LANDSCAPE PLAN INFORMATION. LANDSCAPE DATA: CITY REQUIREMENTS: CANOPY OR EVERGREEN TREES - GREATER OF: 1 TREE PER 1,000 SF. OF GROSS BUILDING AREA (5,850 SF. / 1,000 SF. = 6 TREES) OR 1 TREE PER 50 LF. OF SITE PERIMETER (660 LF. / 50 LF. = 13 TREES) * UP TO 25% OF REQUIRED CANOPY TREES MAY BE SUBSTITUTED WITH ORNAMENTAL TREES. SHRUBS - GREATER OF: 6 SHRUBS PER 1,000 SF. GROSS BUILDING AREA (5,850 SF. / 1,000 SF. = 5.8 6 x 6 = 36 SHRUBS) OR 6 SHURBS PER 50 LF. OF SITE PERIMETER (660 LF. / 50 LF. = 13.2 13 X 6 = 78 SHRUBS) SCREENING OF PARKING LOTS & DRIVE LANES - ALL OFF STREET PARKING AND DRIVE LANES LOCATED WITHIN 30 FEET OF ANY PARCEL THAT IS ZONED RESIDENTIAL AND USED FOR RESIDENTIAL SHALL BE SCREENED WITH LANDSCAPING AND A SOLID FENCE OR WALL A MINIMUM OF 8 FEET IN HEIGHT IN THE SIDE AND REAR. SCREENING OF REFUSE HANDLING - SHALL BE SCREENED 100% FROM ALL OFF-SITE VIEWS YEAR ROUND. IN ADDITION TO LANDSCAPING, EXTERIOR REFUSE HANDLING SHALL BE SCREENED WITH A 6 FOOT WALL OR PRIVACY FENCE. PARKING AREAS & ISLANDS: LANDSCAPE ISLANDS ARE REQUIRED AT THE END OF EACH ROW OF CARS, WITH A MINIMUM OF 180 SF. IN SIZE AND MINIMUM WIDTH OF 5 FEET. A MINIMUM OF 2 CANOPY TREES PER ISLAND AND A COMPLIMENT OF SHRUBS, PERENNIALS, OR ORNAMENTAL GRASSES. LANDSCAPE SUMMARY: TREES: REQUIRED - 13 CANOPY OR EVERGREEN PROVIDED - 13 CANOPY SHRUBS: REQUIRED -78 SHRUBS PROVIDED - 83 SHRUBS 28 Luminaire Schedule Symbol Qty Label Arrangement LLF Description Lum. Watts Lum. Lumens BUG Rating 1 AA-2 BACK-BACK 0.810 Leotek #AR13-48N-MV-NW-5-XX-080 Back to Back At 30' Height On A Square Steel Pole 52.8126 7905 B3-U0-G1 8 DD SINGLE 0.810 Atlantic #LRF12X12-SYL44-40K-SQ12PR-GS 39.7 2634 B1-U0-G1 4 WW SINGLE 0.810 Cooper Invue #ENC-E01-LED-E1-BL2 Wall Mounted At 10'24.7 2738 B1-U0-G1 Calculation Summary Label CalcType Units Avg Max Min Avg/Min Max/Min Parking Surface Illuminance Fc 1.01 2.5 0.3 3.37 8.33 Property Line Illuminance Fc 0.27 1.6 0.0 N.A.N.A. Spill Plotted To Zero Illuminance Fc 0.06 0.9 0.0 N.A.N.A. Under Drive Thru Canopy Illuminance Fc 13.08 15.9 9.1 1.44 1.75 WW MH: 12 WW MH: 12 WW MH: 10 WW MH: 10 DD MH: 9 DD MH: 9 DD MH: 9 DD MH: 9 DD MH: 9 DD MH: 9 DD MH: 9 DD MH: 9 0.8 0.6 0.3 0.6 0.7 1.3 1.6 0.8 1.1 1.3 1.2 2.5 1.5 1.6 1.6 1.9 1.8 1.3 1.7 2.0 1.0 1.1 2.0 0.6 0.9 2.1 1.1 1.3 1.9 1.5 2.1 1.7 1.8 2.3 1.3 1.4 0.5 0.5 0.6 0.4 0.6 0.5 2.4 1.6 0.8 0.9 0.6 0.8 0.9 0.7 0.8 0.8 1.6 1.0 0.5 0.3 0.7 0.8 1.1 1.3 1.1 1.2 1.0 0.9 0.7 0.4 0.3 0.6 0.9 1.3 1.7 1.7 1.6 1.1 0.8 0.6 0.4 0.3 1.4 1.9 2.0 1.7 1.2 0.8 0.5 0.4 0.3 0.4 0.6 0.9 1.3 1.7 1.7 1.6 1.1 0.8 0.5 0.4 0.6 0.8 1.1 1.3 1.1 1.2 0.9 0.7 0.5 0.4 0.4 0.5 0.6 0.8 0.9 0.7 0.8 0.7 0.6 0.5 0.4 0.5 0.6 0.6 0.7 0.5 0.7 0.6 0.6 0.5 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.10.20.61.41.61.51.20.40.10.10.1 0.2 0.3 0.5 0.8 0.9 0.8 0.8 1.0 1.0 0.8 0.6 0.5 0.4 0.4 0.3 0.3 0.3 0.3 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.3 0.3 0.3 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.3 0.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.5 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.7 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.8 0.0 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.7 0.0 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.3 0.8 0.0 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.3 0.9 0.0 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.3 0.9 0.0 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.3 0.7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.3 0.5 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.3 0.4 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.3 0.4 0.5 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.3 0.4 0.5 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.2 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.2 0.3 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.2 0.3 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.3 0.4 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.3 0.4 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.2 0.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.1 0.1 0.2 0.2 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 9.9 11.0 10.9 9.1 14.3 15.9 15.9 13.3 13.8 15.1 14.9 12.8 All Luminaires Are Flat Lens, Full Cut-Off Type B-U-G Uplight Rating (U) = 0 Lighting by: Charlie Lesvitt, LC, MIES Lighting Fundamentals, LLC PO Box 50827 Mendota, MN 55150-0877 charlie@lightingfundamentalsllc.net 651-399-7768 AA-2 MH: 30 NO PARKING EVCS 12 EVCS 37TH STREET WESTTEXAS AVE. S.ALLEYCADD 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 /12 / 2020 11:49 AMW:\2020\20001\CADD DATA\CIVIL\_dwg Sheet Files\PH-1 PHOTOMETRIC PLANOUCKSL QUALITY CONTROL PROFESSIONAL SIGNATURE SUBMITTAL/REVISIONS CADD QUALIFICATION HIGHWAY 7 FINANCIAL PLAZA ST. LOUIS PARK, MN RSP ARCHITECTS 1220 MARSHALL ST NE MINNEAPOLIS, MN 55413 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. Vicki J. Van Dell - PE Project Lead Drawn By Checked By Loucks Project No. 41352 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. Project Lead Drawn By Checked By Loucks Project No.20001.00 VJV MJS VJV NOT F O R CON S T R U C TI O N 04/20/2020 CITY SUBMITTAL 05/12/2020 REVISED CITY SUBMITTAL C3-1 GRADING & EROSION C2-1 SITE PLAN L1-1 C8-1 CIVIL DETAILS C1-2 DEMOLITION PLAN C4-1 C8-2 CIVIL DETAILS L2-1 LANDSCAPE PLAN LANDSCAPE DETAILS C8-3 CIVIL DETAILS UTILITY PLAN PH-1 PHOTOMETRIC PLAN CONTROL PLAN SCALE IN FEET 0 20 40 PHOTOMETRIC PLAN PH-1N 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. 29 UP 1 A402 2 A401 1 A401 2 A402 111 SF VESTIBULE 109 SF MAIL / WORK149 SF DRIVE UP AREA 78 SF OFFICE 78 SF OFFICE 78 SF OFFICE 78 SF OFFICE 78 SF OFFICE 53 SF WOMEN'S RESTROOM 54 SF MEN'S RESTROOM 199 SF CONFERENCE 98 SF SPRINKLER/ELEC/MECH 48 SF ELEV. 76 SF OFFICE 36 SF OFFICE 39 SF OFFICE 75 SF OFFICE 72 SF NIGHT DROP / SAFE 60 SF DATA/ I.T. 22 SF JANITOR 75 SF COPY / WORK 1019 SF PLAZA 2 3 4 5 76 A B C D 1 E F G 1' - 0"15' - 9"8' - 8 1/4"27' - 4 1/4"5' - 8"7' - 10"3' - 5 3/4"2' - 6"11' - 5"34' - 7 3/4"3' - 11 1/2"5' - 0"66' - 3 1/2"61' - 0"Project For Sheet Issues / Revisions Certification Project No. Drawn By Checked By Date NOTICE: The designs shown and described herein including all technical drawings, graphics, and models thereof, are proprietary and cannot be copied, duplicated or commercially exploited, in whole or in part, without express written permission of RSP Architects. These are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors and office personnel only in accordance with this Notice. © Copyright RSP Architects 2020. All rights reserved. Consultants 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 Architect under the laws of the state of Minnesota. Date Signed License Number Name N O T F O R C O N S T R U C T IO N 1220 Marshall Street NE Minneapolis Minnesota 55413-1036 612.677.7100 612.677.7499 fax www.rsparch.com RSP Architects 4/20/2020 12:19:04 PM C:\Revit Projects\A_20 Bremer_St.Louis Park MN_A8_zach.kern@rsparch.com.rvt FLOOR PLANS 305.800.100 ZDK JKM 04/20/20 HIGHWAY 7 FINANCIAL PLAZA A1013/16" = 1'-0" FIRST FLOOR PLAN1 No. Date Description 30 1 A402 2 A401 1 A401 2 A402 OPEN TO BELOW 100 SF OFFICE 78 SF OFFICE 78 SF OFFICE 78 SF OFFICE 78 SF OFFICE 100 SF OFFICE 124 SF SHAFT/ROOF ACCESS/ ELEC 112 SF STORAGE / FILE 48 SF ELEV. 54 SF MEN'S RESTROOM 80 SF OFFICE 45 SF COPY / WORK 60 SF MOTHER'S ROOM 53 SF WOMEN'S RESTROOM 2 3 4 5 76 A B C D 1 E F G 1' - 0"15' - 9"8' - 8 1/4"27' - 4 1/4"5' - 8"7' - 10"3' - 5 3/4"2' - 6"11' - 5"34' - 7 3/4"3' - 11 1/2"5' - 0"DOWN 61' - 0"66' - 3 1/2" Project For Sheet Issues / Revisions Certification Project No. Drawn By Checked By Date NOTICE: The designs shown and described herein including all technical drawings, graphics, and models thereof, are proprietary and cannot be copied, duplicated or commercially exploited, in whole or in part, without express written permission of RSP Architects. These are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors and office personnel only in accordance with this Notice. © Copyright RSP Architects 2020. All rights reserved. Consultants 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 Architect under the laws of the state of Minnesota. Date Signed License Number Name N O T F O R C O N S T R U C T IO N 1220 Marshall Street NE Minneapolis Minnesota 55413-1036 612.677.7100 612.677.7499 fax www.rsparch.com RSP Architects 4/20/2020 12:19:05 PM C:\Revit Projects\A_20 Bremer_St.Louis Park MN_A8_zach.kern@rsparch.com.rvt FLOOR PLANS 305.800.100 ZDK JKM 04/20/20 HIGHWAY 7 FINANCIAL PLAZA A101.2 3/16" = 1'-0" SECOND FLOOR PLAN1 No. Date Description 31 FIRST FLOOR 100' -0" T.O. STRUCTURE 128' -5" SECOND FLOOR 114' -5" T.O. PARAPET 131' -6" T.O. PARAPET 2 134' -0" 234576 1 SIGNAGE WALL SCONCE BACK LIT METAL SCREEN ENTRY CANOPY DOWN LIGHT BRK-1 BRK-1MTL-4 MTL-3 MTL-3 GLS-1 GLS-1 GLS-2 ALUMINUM VERTICAL FIN MTL-2 MTL-1 6' - 6" FIRST FLOOR 100' -0" T.O. STRUCTURE 128' -5" SECOND FLOOR 114' -5" T.O. PARAPET 131' -6" T.O. PARAPET 2 134' -0" ABCDEFG WALL SCONCE CANOPY DOWN LIGHTING MTL-1 BRK-1 BRK-1 BRK-1 GLS-1 GLS-1 MATERIALS North Ele. Class I 56% Brick 35% Glass Class II 9% Metal Panel East Ele. Class I 95% Brick 4% Glass Class II 1% Metal Panel South Ele. Class I 37% Glass 33%Brick Class II 30% Metal Panel West Ele. Class I 60% Glass 12% Brick Class II 28% Metal Panel SIGNAGE S. Ele.: 100 sqft N. Ele.: 50 sqft Monumental Sign: 40 sqft Total = 190 sqft 50% Ground Floor Transparency Achieved on Front Yard South Elevation (GLS-1) Less Than 10% Opaque Glazing Overall (GLS-2,GLS-3) MATERIAL KEY BRK-1: BRICK,BLACK GLS-1: GLASS,TRANSPARENT GLS-2: GLASS,SPANDREL GLS-3: GLASS,OPAQUE SAFTEY MTL-1: METAL PANEL,LIGHTGREY MTL-2: METAL PANEL,DARK BLUE MTL-3: METAL PANEL, LIGHT BLUE Project For Sheet Issues / Revisions Certification Project No. Drawn By Checked By Date NOTICE: The designs shown and described herein including all technical drawings, graphics, and models thereof, are proprietary and cannot be copied, duplicated or commercially exploited, in whole or in part, without express written permission of RSP Architects. These are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors and office personnel only in accordance with this Notice. © Copyright RSP Architects 2020. All rights reserved. Consultants 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 Architect under the laws of the state of Minnesota. Date Signed License Number Name N O T F O R C O N S T R U C T IO N 1220 Marshall Street NE Minneapolis Minnesota 55413-1036 612.677.7100 612.677.7499 fax www.rsparch.com RSP Architects 4/17/2020 11:51:01 AM C:\Revit Projects\A_20 Bremer_St.Louis Park MN_A8_zach.kern@rsparch.com.rvt EXTERIOR ELEVATIONS 305.800.100 ZDK JKM 04/20/20 HIGHWAY 7 FINANCIAL PLAZA A401 1/8" = 1'-0" NORTH ELEVATION1 1/8" = 1'-0" EAST ELEVATION2 No. Date Description 32 FIRST FLOOR 100' -0" T.O. STRUCTURE 128' -5" SECOND FLOOR 114' -5" T.O. PARAPET 131' -6" T.O. PARAPET 2 134' -0" SIGNAGE 2 3 4 5 761 WALL SCONCE ILLUMINATED SIGNAGE 16' - 9"6' - 6"BRK-1 MTL-1 GLS-1 GLS-1GLS-1 MTL-1 GLS-1 GLS-1 GLS-2 MTL-1 GLS-3 VERTICAL FIN FIRST FLOOR 100' -0" T.O. STRUCTURE 128' -5" SECOND FLOOR 114' -5" T.O. PARAPET 131' -6" T.O. PARAPET 2 134' -0" A B C D E F G CANOPY DOWN LIGHTING STRIP LIGHTING BRK-1 GLS-2 GLS-1 GLS-1 BRK-1 MTL-1 MTL-2 MTL-2 MTL-3 MTL-2 BRK-1 MATERIALS North Ele. Class I 56% Brick 35% Glass Class II 9% Metal Panel East Ele. Class I 95% Brick 4% Glass Class II 1% Metal Panel South Ele. Class I 37% Glass 33%Brick Class II 30% Metal Panel West Ele. Class I 60% Glass 12% Brick Class II 28% Metal Panel SIGNAGE S. Ele.: 100 sqft N. Ele.: 50 sqft Monumental Sign: 40 sqft Total = 190 sqft 50% Ground Floor Transparency Achieved on Front Yard South Elevation (GLS-1) Less Than 10% Opaque Glazing Overall (GLS-2,GLS-3) MATERIAL KEY BRK-1: BRICK,BLACK GLS-1: GLASS,TRANSPARENT GLS-2: GLASS,SPANDREL GLS-3: GLASS,OPAQUE SAFTEY MTL-1: METAL PANEL,LIGHTGREY MTL-2: METAL PANEL,DARK BLUE MTL-3: METAL PANEL, LIGHT BLUE Project For Sheet Issues / Revisions Certification Project No. Drawn By Checked By Date NOTICE: The designs shown and described herein including all technical drawings, graphics, and models thereof, are proprietary and cannot be copied, duplicated or commercially exploited, in whole or in part, without express written permission of RSP Architects. These are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors and office personnel only in accordance with this Notice. © Copyright RSP Architects 2020. All rights reserved. Consultants 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 Architect under the laws of the state of Minnesota. Date Signed License Number Name N O T F O R C O N S T R U C T IO N 1220 Marshall Street NE Minneapolis Minnesota 55413-1036 612.677.7100 612.677.7499 fax www.rsparch.com RSP Architects 4/17/2020 11:51:03 AM C:\Revit Projects\A_20 Bremer_St.Louis Park MN_A8_zach.kern@rsparch.com.rvt EXTERIOR ELEVATIONS 305.800.100 ZDK JKM 04/20/20 HIGHWAY 7 FINANCIAL PLAZA A402 1/8" = 1'-0" SOUTH ELEVATION1 1/8" = 1'-0" WEST ELEVATION2 No. Date Description 33 ST. LOUIS PARK SITE PLAN AND EXTERIOR CONCEPTST. LOUIS PARK, MN 04.20.20 1PG Front Perspective from Highway 7 and Texas Ave 34 ST. LOUIS PARK SITE PLAN AND EXTERIOR CONCEPTST. LOUIS PARK, MN 04.20.20 2PG Entry Perspective from Texas Ave. 35 2 Planning commission: Study session Meeting date: May 20, 2020 Study session item: 1 1 Background on Wooddale Avenue light rail transit station area planning Recommended Action: No action. Provide questions or feedback to staff on previous planning studies around the station area planning and transit-oriented development parking best practices. Background: The City of St. Louis Park region has been planning for light rail for nearly three decades. The Southwest Light Rail Transit / Green Line Extension Wooddale Avenue Station (Wooddale station) is in the Elmwood neighborhood at the northeast corner of Wooddale Avenue South and 36th Street West. In anticipation of LRT, the Wooddale station area has already been redeveloping into a more transit-supportive urban village, with medium to high density residential development, a walkable street and block pattern, and active uses lining the ground floor along West 36th Street. That development was guided by the city’s planning as well as market forces. The city’s vision for the character of the area is an urban village with predominantly residential development and neighborhood services and retail. City plans also suggest it should continue to include employment opportunities and anticipate the nature of those jobs to shift from industrial/commercial to office uses. This report provides an overview of several planning efforts that have been completed for the Wooddale station area and presents them in chronological order from oldest to newest. The St. Louis Park 2040 comprehensive plan carries the most weight of the planning documents as it is the overarching guiding document for the city and it is the most recent, and it was formally adopted by the city council and authorized to be placed into effect by the Metropolitan Council. The other planning done for LRT and the Wooddale station area in particular are also advisory documents that have contributed to the 2040 comprehensive plan and provide additional strategic planning information useful for implementing the comprehensive plan. In the case of the Wooddale station area, the 2003 Elmwood Area Land Use, Transit and Transportation Study has been a foundational document for city staff. The city has made adjustments to changing conditions and priorities and in response to specific development proposals. Staff believes the basic elements of the plan are evident in the area today. Remarkable collaboration between Hennepin County and cities along Southwest LRT provided pooled resources to generate additional planning and analysis to inform the LRT design, identify housing supply and needs, and create an investment framework for communities all along the line, and including the Wooddale station area. These efforts allowed the city to explore how to implement its plans for the area in the regional context. 7 Regular meeting of May 20, 2020 (Item No. 1) Title: Background on Wooddale Avenue light rail transit station area planning Although we always want to focus on people, and businesses and buildings and places, so often our conversations about development spend an inordinate amount of time talking about parking. The city regularly recalibrates its parking requirements and this will need to be discussed again as we seek to implement the city’s goals to prioritize pedestrians, bicycles and transit in our mobility plans and as the influence of LRT is realized in the development of the community. The city has already started to make adjustments to parking requirements on a case by case basis for developments based on close proximity to goods and services, access to transit, shared parking, and bicycle accommodations. This report provides a very brief primer on the influence of LRT and transit-oriented development will likely have on parking demand and the city’s parking regulations. Previous planning studies: Over the last two decades, the various planning studies for the Elmwood station area have emphasized the desire to create a well-connected transit village with higher density, mixed-use developments closer to the station, and medium-density residential developments provided as a transition to the surrounding single-family neighborhoods. These studies are summarized below. In 2003, Hennepin County and the City of St. Louis Park conducted the Elmwood Area Land Use, Transit and Transportation Study. The study developed a thirty-year vision for the neighborhood and acts as a tool for guiding decisions on future redevelopment, infill development and infrastructure changes in the Elmwood area. The study area is generally bounded by Highway 7, Highway 100, Wooddale Avenue and Brunswick Avenue in southeast St. Louis Park. The study process included participation from public agencies, local businesses, property owners, neighborhood residents, and developers. The public process for this study included three community meetings, a community advisory committee, and a technical advisory committee. Additional methods were used to disseminate information to the public and collect data, including newsletters, websites, cable TV, property and business owner interviews, and neighborhood association meetings. The study takes into consideration anticipated changes that will be affecting the future of the Elmwood area, including redevelopment of key parcels, the reconstruction of Highway 100, implementation of Southwest LRT, redevelopment of nearby sites like Excelsior and Grand, and expansion of the Park Nicollet and Methodist medical facilities. It also includes planning principles developed as part of the study process and in the 2000-2020 St. Louis Park Comprehensive Plan. The study process generated planning principles for the Elmwood neighborhood around land use and development, circulation, and open space and stormwater. The study includes the following findings for the future vision of land use in the Elmwood study area: •North of the Southwest Corridor and east of Wooddale, the current McGarvey Coffee (now PLACE Via Sol) site should be redeveloped for high-density residential. 8 Regular meeting of May 20, 2020 (Item No. 1) Title: Background on Wooddale Avenue light rail transit station area planning • Properties in the southwest and southeast quadrants of Wooddale Avenue and TH 7 should be redeveloped for low-density office space with onsite parking, keeping in mind the gateway nature of the parcels. • South of the Southwest Corridor, north of 36th Street, Hoigaard’s (now Hoigaard Village) should remain as is with potential for office campus development should retail operations change. • Parcels fronting the north side of West 36th Street should continue as industrial uses in the near-term, but eventually become part of mixed-use development with retail/service on the first floor and housing above, establishing West 36th Street as a “main street”. • Current Quadion-owned parcels west of Wooddale Avenue should be redeveloped for residential use, progressively increasing in density from Oxford Street north to West 36th Street (now Village in the Park). • The Pechiney Plastics (now JonnyPops / Nordic Ware warehouse) site should continue as an industrial use; should there be an opportunity to redevelop, medium-density residential use should be considered. • Parcels adjacent to the south side of the West 36th Street should be redeveloped for mixed use with retail/service on the first floor and residential or professional offices above. • The current site of Micro Center/Burlington Coat Factory and the VFW should be redeveloped for high-end (Class A) high-density office potentially connected with medical services. The study assumed the eventual construction of the Wooddale LRT station, and based the transportation recommendations around future LRT access. • Wooddale Avenue should be extended south and east, implementing a new crossing over TH 100. • Xenwood Avenue should be extended from Wooddale Avenue north to the TH 7 South Frontage Road, and a four-way signal control should be implemented at the Xenwood/Wooddale intersection. • Reconstruct Wooddale Avenue as a boulevard. • Realign the TH 7 South Frontage Road to increase space between the frontage road and TH 7 near the Wooddale Avenue/TH 7 intersection. • Improve pedestrian/bicycle accommodations throughout study area to serve transit, parks, retail areas, and regional pedestrian/bicycle connections. • Improve streetscape of West 36th Street. 9 Regular meeting of May 20, 2020 (Item No. 1) Title: Background on Wooddale Avenue light rail transit station area planning Future land use and circulation plan – 2003 Elmwood area study In 2009, a Station Area Plan was completed for the Wooddale Station which envisioned the Wooddale area as mixed-use transit village with an intensified urban, dense, and walkable pedestrian-oriented environment. The plans anticipate mixed-use development with ground 10 Regular meeting of May 20, 2020 (Item No. 1) Title: Background on Wooddale Avenue light rail transit station area planning floor retail and housing above as the dominant building type along major streets. Additional plan recommendations included: • Continue to expand on the mixed-use and residential uses surrounding the station that have been developed. • Focus the highest intensity development on Wooddale Avenue and W. 36th street. • Introduce mixed-use development with ground floor retail and upper floor housing and office space along W. 36th Street in order to create better cohesion with the Beltline station area to the east of Highway 100. • Enhance the connections to the existing city grid and sidewalk network. • Respect the adjacent established residential neighborhoods and design redevelopment projects to transition in scale and pattern from higher density near the LRT station to a lower scale adjacent the existing single-family housing. • The streetscape should be robust and should include sidewalks, pedestrian scaled lighting, street trees and plantings, street furnishings, bike racks and public art. 11 Regular meeting of May 20, 2020 (Item No. 1) Title: Background on Wooddale Avenue light rail transit station area planning 2040 Comprehensive Plan: The Land Use Plan envisions the Wooddale Avenue Station Area as a transit-oriented development (TOD) neighborhood, particularly south of the future transit line. The 2040 land use plan reguides much of the land in the core of the station area to the new Transit Oriented Development land use designation. The TOD land use promotes a mix of uses including commercial, office, residential, civic, and parks/open space. This mix of uses should be oriented toward the station along the SWLRT line, and the urban design of the neighborhood should promote a pedestrian-rich environment through block size, lot size, and building form. The TOD land use designation allows residential densities between 50 to 125 units per acre. Around the Wooddale Avenue Station Area in particular, the 2040 plan recommends that any redevelopment should support the city’s long-term goals and vision for mixed-use transit-oriented development. Those goals include: • Provide human-scale developments that create connections and a strong sense of community and place. • Create a mix of housing opportunities including affordable housing and increased viability of neighborhood services 12 Regular meeting of May 20, 2020 (Item No. 1) Title: Background on Wooddale Avenue light rail transit station area planning • Pursue transit-oriented, high-density, well-connected, mixed-use centers at future light rail transit station areas. The remaining land is primarily guided for medium- and high-density residential. The medium- density residential designation is intended for residential areas next to commercial centers, corridors and nodes, and allows a variety of low to medium housing types such as single-family homes, duplexes, townhomes, and small two- or three-story apartment buildings. The high- density residential designation is intended for higher intensity residential uses with convenient access to major transportation corridors and commercial centers. The southeast quadrant of the Wooddale Station Area neighborhood has the most potential for land use change and transit-oriented development both north and south of West 36th Street. The 2040 plan recommends updating the existing Elmwood Area Plan (2003) to address this area in particular. The northern portion is more challenging for transit access and redevelopment opportunities due to the close proximity of Highway 7 and Wooddale Avenue interchange. The 2040 plan calls out both the transit-oriented development and high-density residential land use designations as land uses that can address the city’s Livable Communities Principles. These principles include structured parking, affordable housing, sustainable site and building design elements, and high quality attractive indoor/outdoor recreation and amenity areas. The 2040 plan builds on the Vision 3.0 foundation and integrates it into plan elements. Both Vision 3.0 and the 2040 plan included a robust public process that engaged over 1,500 residents through a variety of in-person and online activities, including town hall meetings, Facebook live meetings, small group community conversations, pop-up events, neighborhood planning workshops, online community surveys, and an online mapping tool. A steering committee of community members was selected to shepherd the Vision 3.0 public engagement process. Parking in transit-oriented development: One component of providing a well-connected transit village is right sizing the parking requirements. Requiring parking above and beyond what is needed for a transit-oriented development has unintended consequences of reducing the walkability of an area by underutilizing space, places a higher cost on construction which may be then passed on to tenants, and causes the development to be designed around parking rather than be designed for people. Most of the developments around the Wooddale Station were constructed with approximately 1.5 parking spaces provided per residential unit. The highest amount of parking provided was for the Village in the Park development, located between Wooddale Avenue and Alabama Ave south of West 36th Street, which provided approximately 2 parking spaces per residential unit. This development was a combination of condos, senior apartments, and townhomes. Towerlight, a senior and memory care development, was approved in 2008 with only 0.74 spaces per unit. The most recently approved developments in the area include the Elmwood and Via Sol, which provided 1.52 spaces per unit and 1.3 spaces per unit, respectively. 13 Regular meeting of May 20, 2020 (Item No. 1) Title: Background on Wooddale Avenue light rail transit station area planning Development Total units Parking provided for residential uses Parking per unit Year approved Village in the Park (senior development) 60 constructed 80 approved Total approved = 438 ~2 2004 Village in the Park (Townhome) 78 ~2 2004 Village in the Park (Lofts) 60 constructed 66 approved ~2 2004 Hoigaard Village Harmony Vista 66 100 1.52 2006 Hoigaard Village Camarata 204 316 1.52 2006 Towerlight (senior development) 33 memory care 82 Senior units 85 0.74 2008 Hoigaard Village Adagio 75 114 1.52 2011 Hoigaard Village Medley Row (townhome) 24 28 2 2011 The Elmwood (55+ development) 70 107 1.52 2017 Place (Via Sol) 218 158 (60 units car free) 1.3 2017 St. Louis Park has not amended the parking ordinance to allow for greater reductions of parking for developments near SWLRT, though an amendment to the code is anticipated prior to the opening of the light rail in 2023. In the meantime, the city is looking at the parking required within transit-oriented districts on a project-by-project basis. Via Sol was approved through a planned unit development zoning and the city had the ability to right-size the parking for the mix of uses provided. The development was granted a 30% parking reduction based on best practices locally and around the country for developments located in transit-oriented areas adjacent to high-frequency transit. Examples of local and national best practices regarding TOD parking codes are found below: Minneapolis requires one space per residential dwelling unit, however that requirement is reduced by 50% for developments with more than 51 units located in a TOD zone. If there are less than 50 units, no parking spaces are required. Denver requires one space per studio or 1 bedroom, 1.5 spaces per 2-bedroom, and 2 spaces per 3-bedroom+. They also offer a 25% discount if the development is located within a TOD district, an additional 25% if the area is served by more than one rail line, and an additional 25% if there is a trip reduction strategy approved by city council and a neighborhood organization. 14 Regular meeting of May 20, 2020 (Item No. 1) Title: Background on Wooddale Avenue light rail transit station area planning Portland requires 0.33 spaces per unit when there are more than 51 units in a development. Salt Lake City has two different categories for TOD; the urban center and neighborhood center. The requirements for multi-family residential are the same for both districts and require one parking space per dwelling unit. Reductions of 25% are granted if the development is located within ¼ mile of a fixed transit station, and an additional 25% reduction is granted if a portion of the development is considered affordable at either 60% or 80% area median income (AMI). Best practices per the Metropolitan Council and Metro Transit’s TOD Spring 2019 forum recommend reducing parking minimums required for development and recommend letting the market decide how much parking is needed. A brief video of the Spring 2019 forum is found online. Brooklyn Park adopted a form-based type of parking regulation in 2017 and has removed parking minimums from TOD districts in anticipation of the Blue Line expansion. In Brooklyn Park TOD areas, the focus is on the design of the building, and the code allows the market to dictate the amount of parking provided for each development. Prepared by: Jacquelyn Kramer, associate planner Jennifer Monson, planner Reviewed by: Sean Walther, planning and zoning supervisor 15