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HomeMy WebLinkAbout2021/01/06 - ADMIN - Agenda Packets - Planning Commission - RegularAGENDA BOARD OF ZONING APPEALS AND PLANNING COMMISSION WEBEX VIDEOCONFERENCE 6:00 P.M. JANUARY 6, 2021 All meetings of the St. Louis Park board of z oning appeals and 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. This is in accordance with the local emergency declaration issued by the city council, in response to the coronavirus (COVID -19) pandemic and Governor Walz's “Stay Safe MN” executive order 20-056. All members of the St. Louis Park board of zoning appeals and planning commission will participate in the January 6, 2021 board of zoning appeals and planning commission meeting by electronic device or telephone rather than by being personally present at the board of zoning appeals and planning commission’s regular meeting place at 5005 Minnetonka Blvd. Members of the public can monitor this meeting by video and audio at https://bit.ly/watchslppc and on local cable (Comcast SD channel 17 and HD channel 859) or by calling +1-312-535-8110 meeting number (access code): 359 770 50 for audio only. Cisco Webex will be used to conduct videoconference meetings of the board of zoning appeals and planning commission with commissioners and staff participating from multiple locations. Those who wish to provide comments during the public hearing for: • Variance to allow more than 10% class 3 architectural materials on building façade , call 952-562-2886 • Texa-Tonka Apartments , call 952-562-2887 • SLP Living , call 952-562-2888 Calls will be taken and heard by the commission in the order received. AGENDA BOARD OF ZONING APPEALS (BOZA) 1. Call to order – Roll Call 2. Approval of minutes – October 21, 2020 3. Hearings 3a. Variance to allow more than 10% class 3 architectural materials on building façade Applicant: Patrick Juetten, on behalf of Waypoint Development LLC Case No.: 20-31-VAR 4. Other Business – None. 1 Meeting of January 6, 2021 Board of zoning appeals and planning commission agenda 5. Communications 6. Adjournment PLANNING COMMISSION 1. Call to order – Roll Call 2. Approval of minutes – December 2, 2020 3. Hearings 3a. Texa-Tonka Apartments Applicant: Texa-Tonka Apartments LLC / Paster Properties Case No.: 20-26-CP, 20-27-S, 20-28-PUD 3b. SLP Living Applicant: Mortenson Development, Inc. Case No.: 20-32-CP, 20-33-S, 20-34-PUD 4. Other Business 4a. Election of officers 4b. Annual report and 2021 work plan 5. Communications 6. Adjournment 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 BOARD OF ZONING APPEALS ST. LOUIS PARK, MINNESOTA OCTOBER 21, 2020 – 6:00 p.m. WEBEX Members Present: Jim Beneke, Lynette Dumalag, Imran Dagane, Matt Eckholm, Courtney Erwin, Jessica Kraft, Tom Weber Members Absent: None Staff Present: Gary Morrison, Jennifer Monson, Sean Walther 1. Call to Order – Roll Call 2. Approval of Minutes of October 7, 2020 Commissioner Dumalag made a motion, seconded by Commissioner Beneke to approve the minutes of October 7, 2020, with minor edits . The motion passed on a vote of 7-0. 3. Public He arings A. Variance for fence height in front yard Applicant: Jeb A. Myers Case No.: 20-22-VAR Gary Morrison, assistant zoning administrator, presented the staff report. He noted staff will pursue a code amendment for this variance and confident this can be considered by the planning commission. He noted the applicant has withdrawn the application pursuant to the code amendment and this matter is closed for now . No action is to be taken. 4. Other business – none 5. Communications – none 6. Adjournment The meeting was adjourned at 6:05 p.m. 3 4 Board of zoning appeals: Regular meeting Meeting date: January 6, 2021 Agenda item: 3a 3a Variance to allow more than 10% class 3 architectural materials on building façade Location: 1349 & 1357 Pennsylvania Avenue South Case Number: 20-31-VAR Applicant/Owner: Patrick Juetten, on behalf of Waypoint Development LLC Review Deadline: 60 days: February 5, 2021 120 days: April 6, 2021 Recommended motions: 1. Chair to o pen the public hearing, take testimony, then close the public hearing. 2. Motion to adopt Resolution d enying the variance request to allow more than 10% class 3 architectural materials on building facades. Summary of request: Patrick Juetten of Waypoint Management requests a variance to allow more than 10% of a building façade to be class 3 materials at the properties located at 1349 and 1357 Pennsylvania Avenue South. Site information: Interstate 394 Project site Pennsylvania Park 5 Regular meeting of January 6, 2021 (Item No. 3a) Title: Variance to allow more than 10% class 3 architectural materials Site area (acres): 0.69 Current use: Multi-family residential Surrounding land uses: North: single -family residential East: park/open space South: park/open space West: single -family residential Current & proposed 2040 land use guidance Current & proposed zoning RM - medium density residential R-4 multiple -family residence Background: The two properties included in the application are owned by the same entity and share a drive aisle, surface parking lot, and outdoor recreation space. The apartment buildings on the subject properties were originally constructed with brick facades in 1962. On December 7, 2020 city council approved a conditional use permit (CUP) to convert storage space to a dwelling unit in the existing building at 1349 Pennsylvania Avenue. In June 2020 the property owner painted the western brick elevations of both buildings. Once city staff learned the brick had been painted, they informed the applicant the painted brick did not meet zoning code requirements for architectural materials and the paint would have to be removed. The applicant tested two paint removal methods and estimated the cost for removing the paint from both building facades to be approximately $7,500. Please see the attached letter and photos from the applicant detailing the paint removal tests and results. Present considerations: Painted brick is classified as a class 3 material according to the zoning code, which only allows up to 10% class 3 materials on each building elevation. The applicant requests a variance in order to retain the painted brick as-is. Currently, brick makes up 61.1% of the western elevation of the 1349 building and 61.8% of the western elevation of the 1357 building. Applicable zoning code : The section of city code that is the subject of the variance is as follows: City code section 36-366(2)(b) Minimum class I materials . At least 60 percent of each building face visible from off the site must be of class I materials except as permitted by subsection (b)(6)c. of this section. Not more than 10 percent of each building face visible from off the site may be of class III materials. Portions of buildings not visible from off the site may be constructed of greater percentages of class II or class III materials if the structure otherwise conforms to all city ordinances. The mixture of building materials must be compatible and integrated. Zoning analysis: As required by City Code, the Board of Zoning Appeals (BOZA) considers the following prior to ruling on a variance. Staff provided an analysis of each point below, and the applicant also provided an analysis of each point in the attached letter. 6 Regular meeting of January 6, 2021 (Item No. 3a) Title: Variance to allow more than 10% class 3 architectural materials 1. The effect of the proposed variance upon the health, safety and welfare of the community. Granting the variance request would have no impact on the community’s health, safety or welfare. 2. Whether or not the request is in harmony with the general purposes and intent of the ordinance. Allowing more than 10% painted brick is contrary to the intent of the ordinance to preserve the natural finish of the class 1 materials. City council, on October 19, 2020, approved a zoning cod e text amendment that re -affirmed painted brick as a class 3 material. 3. Whether or not the request is consistent with the comprehensive plan. The properties are guided for medium density residential use, and the current use on the properties is multi-family residential. The comprehensive plan has established goals and strategies to encourage high quality materials and design for residential buildings. 4. Whether or not the applicant for the variance establishes that there are practical difficulties in comply ing with the zoning ordinance. As noted below, staff believes a practical difficulty has not been established. “Practical difficulties,” as used in connection with the granting of a variance, means that: a. The property owner proposes to use the property for a land use permitted in the zoning district in which the land is located. Multi-family residential uses are permitted in the R-4 zoning district via conditional use permit. b. The plight of the landowner is due to circumstances unique to the property not created by the landowner. Prior to painting the buildings, the property already met city code pertaining to architectural materials with the unpainted brick facade. The property owner created the circumstance necessitating the variance by pain ting the brick facades in summer of 2020 prior to requesting the variance. c. The variance, if granted, will not alter the essential character of the locality. Painted brick is a class 3 material and is limited to no more than 10% of building facades. The city code requiring a 10% maximum is applied both in the neighborhood and throughout the city. Staff find granting this variance has the potential to alter the essential character of the locality. d. Economic considerations alone do not constitute practical difficulties . There were no practical difficulties to consider prior to painting the brick. The cost of removing the paint is reasonable and does not qualify as a practical difficulty. e. Practical difficulties include inadequate access to direct sunlight for solar energy systems. Not applicable. 5. Whether or not there are circumstances unique to the property include the shape, topography, water conditions, or other physical conditions unique to the property. There are no unique circumstances to the properties that necessitate painting the brick. 7 Regular meeting of January 6, 2021 (Item No. 3a) Title: Variance to allow more than 10% class 3 architectural materials 6. Whether or not the granting of the variance is necessary for the preservation and enjoyment of a substantial property right of the applicant. The apartment buildings were constructed with brick, which is a class 1 material per the city zoning. The brick material meets the city code section 36-366(c)(2) which requires at least 60% class 1 materials on each building elevation. Painted brick is a class 3 material which cannot exceed more than 10% of each building elevation. These requirements are applied to all multi-family buildings citywide. Painting more than 10% of the brick is contrary to the zoning ordinance and is not a substantial property right. 7. Whether or not the granting of the variance will impair an adequate supply of light and air to the adjacent property, unreasonably increase the congestion in the public streets, increase the danger of fire, or endanger public safety. Granting the variance would not have an impact on the supply of light and air to an adjacent property, no impact on traffic, the danger of fire, nor endanger public safety. 8. Whether or not the granting of the variance will not merely serve as a convenience to the applicant but is necessary to alleviate a practical difficulty. The apartment buildings were constructed to meet code with the brick façade. Painting the brick façade is a personal preference, not a practical difficulty. A practical difficulty has not been demonstrated for painting the brick façade, or for removing the paint. Public feedback on variance request: Staff has received one email in support of the variance request. Please see the attached email. Recommendation: Staff finds the proposed variance to allow more than 10% class 3 materials on building facades does not meet the criteria for granting a variance. Therefore, staff recommends adoption of the attached Resolution denying the variance. Supporting documents: proposed resolution, applicant letter, site photos, resident email Prepared by: Jacquelyn Kramer, associate planner Reviewed by: Gary Morrison, assistant zoning administrator 8 Regular meeting of January 6, 2021 (Item No. 3a) Title: Variance to allow more than 10% class 3 architectural materials BOZA Resolution No. 20-____ A resolution denying a variance request to allow more than ten percent class 3 architectural materials on building facades for properties located at 1349 & 1357 Pennsylvania Avenue South Whereas, on December 7, 2020, Patrick Juetten on behalf of Waypoint Development LLC applied for a variance from the requirements of the Zoning Ordinance Section 36-366(2)(b) to allow more than 10% class 3 architectural materials, specifically painted brick, on building facades. Whereas, the properties are located at 1349 & 1357 Pennsylvania Avenue South and described as follows, to wit: Lots 1 and 2, Block 1, Bar-Ett Addition, Hennepin County, Minnesota Whereas, the properties are guided medium density residential and zoned R-4 multiple - family residence. The current use of the properties is multi-family residential. Whereas, the buildings were painted in June 2020, prior to requesting a variance. Whereas, The Board of Zoning Appeals conducted a public hearing for the application for variance Case No. 20-31-VAR on January 6, 2021. Whereas, based on the testimony, evidence presented, and files and records, the Board of Zoning Appeals has determined that the requested variance does not meet the requirements of Section 36-34(a)(2) of the Zoning Ordinance necessary to be met for the Board of Zoning Appeals to grant variances, and makes the following findings: 1. There are no factors related to the shape, size or other extraordinary conditions on the lots which prevent a reasonable use. The property is being used as apartment buildings, and has been since 1962, and the use is not proposed to change. 2. Granting of the requested variance is not necessary for the preservation and enjoyment of a substantial property right. The apartment buildings were constructed with brick, which is a class 1 material per the city zoning. The brick material meets the city code section 36-366(c)(2) which requires at least 60% class 1 materials on each building elevation. Painted brick is a class 3 material which cannot exceed more than 10% of each building elevation. Painting more than 10% of the brick is not a substantial property right. 3. Granting the requested variance would be contrary to the intent and provisions of the Zoning Ordinance since, if granted, it would allow more than 10% class 3 architectural materials on the building facades. Allowing more than 10% painted brick or stone is contrary to the intent of the ordinance to preserve the natural finish of the class 1 materials. City council, on October 19, 2020, approved a zoning code text amendment 9 Regular meeting of January 6, 2021 (Item No. 3a) Title: Variance to allow more than 10% class 3 architectural materials that re -affirmed painted brick as a class 3 material. This zoning code amendment went into effect November 13, 2020. 4. The applicant for the variance has not established that there are practical difficulties in complying with the zoning ordinance. a. The plight of the landowner is not due to circumstances unique to the property or circumstances not created by the property owner. Prior to painting the buildings, the property already met city code pertaining to architectural materials with the unpainted brick facade. The property owner painted the brick facades in summer 2020 prior to requesting the variance. b. Granting the variance would alter the essential character of the locality. Painted brick is a class 3 material and is limited to no more than 10% of building facades. The city code requiring a 10% maximum is applied both in the neighborhood and throughout the city. c. Economic considerations alone do not constitute practical difficulties. There were no practical difficulties to consider prior to painting the brick. The cost of removing the paint is reasonable and does not qualify as a practical difficulty. 5. The granting of the variance cannot merely serve as a convenience to the applicant but must be necessary to alleviate a practical difficulty. A practical difficulty has not been demonstrating for painting the brick façade, or for removing the paint. 6. There are no demonstratable or undue hardships under the terms of the Zoning Ordinance or Minnesota Statue, that necessitate painting the brick, or that prevent the paint from being removed. 7. The contents of the Board of Zoning Appeals Case No. 20-31-VAR are hereby entered into and made part of the public hearing record and the record of decision for this case. Now therefore be it resolved the Board of Zoning Appeals hereby denies the requested variance to allow more than ten percent class 3 architectural materials on building facades located at 1349 and 1357 Pennsylvania Avenue South. Adopted by the Board of Zoning Appeals: January 6, 2021 Effective Date: January 16, 2021 ______________________________ Jessica Kraft, Chair ATTEST: _______________________________________ Gary Morrison, Assistant Zoning Administrator 10 December 2, 2020 Board of Zoning Appeals St.Louis Park Community Development Department 5005 Minnetonka Boulevard St. Louis Park, MN 55416 RE: 1349 & 1357 Pennsylvania Avenue South –Variance Request for Painted Brick Dear Members of Board of Zoning Appeals: My name is Patrick Juetten, and as the Chief Manager of Waypoint Development, I am writing to address the request for a variance of the street facing painted brick front façades of 1349 and 1357 Pennsylvania Avenue South, St. Louis Park.Below are responses to the City outlined requirements in order for the variance to granted: 1.The effect of the proposed variance of the health, safety and welfare of the community. a.The variance request proposes no adverse effect to health, safety and welfare of the community. 2.The request is in harmony with the general purposes and intent of the zoning ordinance. a.The variance request is being sought to allow the painted brick facade of each building. The brick was painted in June 2020 as part of a full property repair and remodel. The paint was intended to enhance the curb appeal of the neglected and dated facades with a durable,contemporary and sophisticated finish. Feedback from new tenants, tenant prospects and venders has been overwhelmingly positive. b.The total area (sq.ft.) of 1349 Pennsylvania façade is 1,339.8 sq.ft.Brick makes up 61.1% of that area or 818.7 sq.ft. Class 1 materials are 38.9% of the area or 521 sq.ft. Code allows for 10% of class 3 materials or painted brick in this case. 10% would be 133.9 sq. ft. The amount painted in excess of the code is 684.8 sq.ft. Total area of 1357 Pennsylvania façade is 766.5 sq.ft. Brick is 473.5 sq.ft.or 61.8%of the total facade. Class 1 materials are 292.9 sq ft or 38.2%of the facade. Code allows for 10% of class 3 materials which would be 76.6 sq.ft.The amount painted in excess of the code is 397 sq.ft. c.The applicant was not aware of the zoning restriction on painting more than 10 percent of the street facing brick on multi-family buildings with 5 or more units. The preparation 11 and application of the paint was applied in a manner to provide durable finish to the cyclical freeze thaw cycle and the façade’s western exposure. 3.The request is consistent with comprehensive plan. a.1349 and 1357 Pennsylvania are the only multifamily apartment structures in the immediate neighborhood. Therefore,there is no contrast to other buildings of similar age or size, e.g., a street lined with 1920s brownstone multifamily apartments.The buildings were repaired and upgraded in a manner that complements the quality of the nearby commercial and residential structures. 4.There are practical difficulties in complying with the zoning ordinance are: a.In responding to Community Development request to remove the paint, both sandblasting and chemical stripping were evaluated. i.Sandblasting.Sandblasting was deemed unsuitable due to age and condition brick.The brick was originally installed in 1962.The brick is older than 50 years (almost 60). At this age or older brick manufactures warn that brick become brittle and prone to flaking, cracking and splitting.After speaking with several mason installers and brick suppliers, they all warned that using high pressure sand blasting would be ruinous. The brick would be damaged,likely,severely enough to warranty tear off.The same brick used on the chimney of 1349 Pennsylvania is showing signs of heavy flaking and cracking due to its age. It will have to be rebuilt. Due to the evidence of the poor chimney brick composition condition and the age of the bricks on the building the sandblasting option was deemed not feasible. ii.Chemical Stripping. An onsite meeting was scheduled with Sherwin Williams paint representative to review options on how to best remove the paint. The paint used was Loxon which is specially formulated for masonry applications. The pre-paint preparation process for the facades started with a light pressure wash with a wide spray tip to remove surface grime and effervescences.Next a Loxon primer coat was sprayed and back rolled. Finally,two finish coats of Loxon were sprayed and back rolled.The brick surface texture has a tight grooved channels pattern with random swirls.After evaluating the surface texture and paint application process, the Sherwin Williams representative recommended a product called Jasco Premium Paint and Epoxy remover which is the heaviest duty stripper he was aware.This stripper is acid based and a jelly like consistency. It is recommended to be applied for 15 minutes then removed. It is toxic due to it being an acid. 12 1.A stripping test was set up for November 6, 2020. An approximately 5’ x 5’ area had the stripper applied and left on for 20 minutes –5 minutes longer than recommended to increase the stripping potency.A 2,500 PSI pressure washer was used with a narrow band tip to focus the intensity of the water pressure to a smaller area. 2.The results were disappointing.Due to the grooving surface texture of the brick the paint remained in the groove channels. Some also remained on the top or flat part of the groove. The acid damaged some of the bricks causing white veining in areas.The pressure of the water also damaged the grout/mortar resulting in splits, cracking and pocking. This small test area results indicated that there will be wide ranging damage in trying to remove the paint that would likely result in full loss of the brick façade. 3.Other side effects from the acid stripper would be long term damage to property and neighboring shrubs, trees and soil from the acid being removed with pressurized water. 5.There are circumstances unique to the physical conditions of the property. a.The brick is nearly 60 years old. In answer 4(a)(i)above,the brick is not strong enough to withstand sandblasting pressure. Grout shows evidence of damage in answer 4(b) of being damaged from water pressure.Brick as well shows damage from the acid. b.Due to being adjacent to Pennsylvania Park playground, pressure washing acid stripper would damage landscaping and could likely damage playground equipment paint finished which was just installed this past month. 6.The granting of the variance is necessary for the preservation and enjoyment of a substantial property right. a.In order to preserve the brick façade in its current painted state rather than potential total loss of façade due to damage from stripping paint. 7.The granting of the variance request will not impair light and air of to the surrounding properties,unreasonably increase congestion,increase danger of fire, or endanger public safety as the there is no physical change, excepting the paint coating, to the structures or properties. 8.The granting of the variance will not serve merely as a convenience but is necessary to alleviate a practical difficulty. a.The request alleviates the difficulty of the very likely outcome that stripping the paint off the brick will create damage to the brick and/or mortar grout to be extensive. 13 If you questions have additional questions or concerns to discuss before the upcoming hearing, please reach out to me. I thank you for your consideration of this variance request. Sincerely, Patrick Juetten Chief Manager Waypoint Development, LLC 14 1349 building before painting brick 1357 building before painting brick 15 1349 building after painting brick 1357 building after painting brick 16 Paint removal test 17 18 19 20 21 22 From:Kathy To:Jacquelyn Kramer Subject:Pennsylvania Park Variance Date:Tuesday, December 15, 2020 11:52:12 AM 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. Hello Jacqueline, I am a neighbor of these two apartment buildings and frequently walk by on my way to Lamplighter Park. I am writing to register my delight at seeing the upgrades to these buildings over the past couple of months. The black facades and planters look so nice. I welcome the new look. Without knowing the background of no paint on brick I am fine with a variance if this is necessary. Kathy McKay 1346 Westwood Hills Road (or 30+years...first owner of my unit) SLP, MN 23 24 UNOFFICIAL MINUTES PLANNING COMMISSION ST. LOUIS PARK, MINNESOTA Dec. 2, 2020 – 6:00 p.m. COUNCIL CHAMBERS MEMBERS PRESENT: Imran Dagane, Matt Eckholm, Courtney Erwin, Jessica Kraft, Tom Weber. MEMBERS ABSENT: Jim Beneke STAFF PRESENT: Gary Morrison, Sean Walther 1. Call to Order – Roll Call 2. Approval of Minutes of Nov. 18, 2020 Commissioner Weber made a motion to approve the minutes. Commissioner Erwin seconded the motion, and the motion passed on a vote of 6-0 (Commissioner Beneke absent). 3. Public Hearings A. Miscellaneous code amendments Applicant: City of St. Louis Park Case No.: 20-29-ZA Mr. Morrison, assistant zoning administrator, presented the staff report. He noted there are planned unit development procedural amendments, several corrections to code references in the special permits section of the code, a redundancy related to conditional use permits for import and export of soil, a change to allow temporary agricultural sales in an office district, the addition of a land use description for marijuana dispensary, clarification for how dormers are treated when building height is measured for accessory buildings, amend bright accent color limitations and better describe bright accent colors, and clarify how window transparency rules are applied to existing commercial buildings. 25 Unofficial Minutes Planning Commis sion Dec. 2, 2020 Page 2 Chair Kraft opened the public hearing. There were no callers. The Chair closed the public hearing. Commissioner Weber made a motion recommending approval of the miscellaneous code amendments as presented and forward this to the city council. Commissioner Eckholm seconded the motion. The motion passed on a vote of 6-0 (Commissioner Beneke absent). 4. Other Business-none 5. Communications Mr. Walther stated there will be a study session immediately following the meeting where proposed changes to home occupation regulations will be discussed. He also noted that the planning commission meeting and study session on December 16 will be cancelled due to the Hanukkah holiday . 6. Adjournment The meeting was adjourned at 6:15 p.m. STUDY SESSION The study session commenced at 6:16 p.m. 1. Home Occupations Ordinance Gary Morrison, assistant zoning administrator, provided the report. He noted proposed changes such as allowing land uses the commission discussed at the last meeting, including barbers and hairdressers, allowing one outside employee, allowing home occupations in accessory buildings, allowing the home occupation to occupy more than 10% of the dwelling area, and allo wing residents of accessory dwelling units to have home occupations. He also noted changes proposed to the conditions noted in the staff report. 26 Unofficial Minutes Planning Commis sion Dec. 2, 2020 Page 3 Commissioner Weber asked about the restaurant example and that was okay because the occupation was not happening within a residence. Mr. Morrison stated the ordinance allows for office space and catering to a point, but not restaurant se rvice to customers on site. Commissioner Erwin asked related to Covid and if the wording is acceptable for licensed barber or beauticians within a residential area and as a home occupation. Mr. Morrison stated that barbers and beauticians are required to be licensed by the city and state, and if they pass this licensing requirement, they are allowed within a home occupation. Commissioner Weber asked what the reason is for banning a massage business. Mr. Morrison stated massage, medical and dental typically occur in a more professional office setting in the city for the protection of the clients. Chair Kraft stated with Covid there seems to be more mobile businesses and if that is related to home occupations or handled differently. Mr. Morrison stated it is the same if the office portion is located within the home, however with trucks or van, they must meet size limitations to be parked in a home driveway. Mr. Walther added mobile uses are also regulated, such as a food truck must receive permit s. Additionally, mobile services that go to another person’s home to conduct services and leave within a certain timeframe are treated differently than a home occupation where the vehicle is parked or stored. Commissioner Eckholm stated the draft reflects the commissions feelings on the ordinance and is a marked improvement. Mr. Walther stated the proposed ordinance will be shared with council as a written report before staff initiate s the formal public process . 2. Discussion of items that were planned for Dec. 16 meeting Mr. Walther stated a proposal from an applicant has asked to change zoning code to allow a rooftop-type sign that is currently prohibited. He noted staff is uncomfortable with the proposed application language and third -party requests to change the rules in the city are relatively rare. He stated staff would like get some planning commission input on the matter before proceeding. Mr. Morris on stated the city allowed rooftop signs at one time, but ultimately changed the code to prohibit them as they can be a safety hazard and they also result in a 27 Unofficial Minutes Planning Commis sion Dec. 2, 2020 Page 4 cluttered appearance . This request comes from a large office building, and they would like to pu t signage on a fence that screens mechanical equipment on the roof. Staff has concerns with the wording of the proposed amendment. He asked for the commission’s feedback. Mr. Walther stated staff has not seen the actual signs that are proposed but assumed it will be professional looking given the high quality of the development. Commissioner Weber asked if this sign is the name of the business, or if this is a billboard . Mr. Walther stated it is not a billboard and would only identifies tenants in the building or the name of the building. He did not see an immediate need to change the code. He assumes there is sufficient space to place a sign on the wall of the building like all the others in the city . Commissioner Eckholm agreed with Commissioner Webe r that it does not seem to be needed. Chair Kraft stated the city does not allow signs on the roof and that the applicant should stay within the city parameters. Commissioner Weber agreed. Mr. Walther stated staff will advise the applicant based on the comments from the planning commission and see how they want to proceed. Mr. Walther stated there are two development projects coming to the commission in January 2021 and added the December 16th meeting will not be rescheduled. Mr. Walther also noted the former Platia development that was approved by the commission a while ago will be brought forward again with a revised proposal to build multi-family housing on the property, without the previously approved hotel. This change has come about in part due to Covid and market changes related to hotels. He added a neighborhood meeting will be scheduled soon. The meeting was adjourned at 6:52 p.m. 28 Planning commission: Regular meeting Meeting date: January 6, 2021 Agenda item: 3a 3a Texa-Tonka Apartments Location: 7916 Minnetonka Boulevard, 2901-2939 Texas Avenue S outh Case Number: 20-26-CP, 20-27-S, 20-28-PUD Applicant: Texa-Tonka Apartments LLC / Paster Properties Owner: Fine Properties of MN, LLP Review Deadline: 60 days: January 1, 2021 120 days: March 2, 2021 Recommended motions: Chair to open the public hearing, take testimony and close the hearing. Motion to recommend approval of the comprehensive plan amendment, preliminary and final plat, and preliminary and final planned unit development (PUD) subject to the conditions recommended by staff. Summary of request: Paster Properties propose s Texa-Tonka Apartments, a new 101-unit, 3 to 5-story multi-family building on the northeast corner of Texas Ave nue and Minnetonka Boulevard , and an 11-unit, 2-story townhouse building south of 29th Street West. Both buildings are proposed to be on the same lot and all units will be rentals. The apartment building includes amenity spaces, underground parking, enclosed parking at the first floor and surface parking on site with other site amenities. Both buildings include walk -up units for future residents. Tuck - under garages are provided within the townhomes. The developer also proposes a privately owned and privately maintained but publicly accessible trail connection through the site connecting Texas Avenue to Rainbow Park. The development includes 20% of the u nits that will be affordable at 50% of area median income. The applicant submitted three applications. They request a comprehensive plan amendment to change the future land use designation of the site from commercial and medium density residential to high density residential. They propose a preliminary and final plat approval that combines nine parcels into one lot and dedicate s additional public right-of-way. They also request approvals of a preliminary and final planned unit development (PUD), which is a zoning map and zoning text amendment to create a new PUD zoning district specific to the property and proposed uses. 29 Regular meeting of January 6, 2021 (Item No. 3a) Title: Texa-Tonka Apartments Site information: Site area (acres): 1.86 acres Current use: Surrounding land uses: vacant 4,500-square foot commercial building, vacant parking lot, vacant residential lot North: 29th Street and single -family residential East: Rainbow Park and single -family residential South: Minnetonka Boulevard and commercial uses West: Texa-Tonka Shopping Center and single -family residential Current 2040 land use guidance Current zoning COM - commercial C-1 neighborhood commercial RM - medium density residential R-3 two -family residence Proposed 2040 land use guidance Proposed zoning RH - high density residential PUD planned unit development 30 Regular meeting of January 6, 2021 (Item No. 3a) Title: Texa-Tonka Apartments Background: The vacant parking lot located on the east side of Texas Avenue was constructed in the 1950s to provide overflow parking for the Texa-Tonka Shopping Center. The parking lot has been unused for several decades and has fallen into disrepair. The vacant 1-story commercial building on the northeast corner of Minnetonka Boulevard and Texas Avenue has also been vacant or underutilized for many years. Present considerations: The applicant requests that the city: 1. Amend the comprehensive plan 2040 land use map to change the future land use designation from commercial and medium density residential to high density residential 2. Approve a preliminary and final plat to combine nine parcels into one lot and dedicate additional right-of-way. 3. Amend the zoning map and zoning ordinance to rezone the subject properties from C-1 neighborhood commercial and R-3 two -family residence to PUD - planned unit development. Zoning analysis: Comprehensive plan amendment: The applicant requests a change to the future land use designation of portions of the development site from COM – commercial and RM – medium density residential to RH – high density residential. Below is an excerpt from the comprehensive plan future land use map. 31 Regular meeting of January 6, 2021 (Item No. 3a) Title: Texa-Tonka Apartments A request for amending the city’s land use plan and zoning map should be evaluated from the perspective of land use planning principles and community goals. These reflect the community’s long-range vision and broad goals about what kind of community it wants to be and what makes strong neighborhoods. This amendment request is driven by a specific proposal for development. The request is for residential development at a density of approximately 61 units per acre, which is considered high density (RH) in the comprehensive plan. The amendment may be evaluated independently of the development proposal against the goals of the comprehensive plan for the subject properties. The amendment itself does not permit the proposed development but is one step in the approvals process. General consistency with the comprehensive plan The city’s land use plan should reflect the broad goals, policies and implementation strategies incorporated in the comprehensive plan. These elements are the basis for evaluating the requested change. 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. 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. Engage the community to determine how to allow a broader range of housing types and densities within and adjacent to existing low-density residential neighborhoods that are complementary and compatible with the existing neighborhood character. B. Promote and support the development of medium and high-density residential land uses near commercial centers and nodes. C. Ensure that new and redeveloped medium and high-density residential land uses are located within walking distance of transit and commercial services. D. Engage the community to explore how to increase the mix of housing types near transit corridors, parks and commercial nodes/corridors Residential land use goal #2: Preserve and enhance the livability and unique character of each neighborhood’s residential areas. A. Promote maintenance and reinvestment of existing residential land uses that have experienced deferred maintenance, deteriorating property values, high vacancy rates, or reuse opportunities. B. Require the creation of appropriate and effective buffer or transition areas between different land use types. 32 Regular meeting of January 6, 2021 (Item No. 3a) Title: Texa-Tonka Apartments Commercial and office land use goal #3. Preserve, revitalize and foster neighborhood commercial nodes that provide essential neighborhood commercial services, unique neighborhood identity, and neighborhood gathering opportunities. B. Implement convenient pedestrian access to and within the neighborhood commercial nodes from adjacent neighborhoods and transit stops. E. Re -guide under-performing commercial nodes to medium or high density residential to encourage redevelopment. F. Prepare small area plans for commercial nodes and corridors where the appropriate future land uses are unclear, where significant changes are anticipated, and where additional guidance is needed. 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 r 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 (2 and 3 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. Availability of infrastructure • Water and sewer: City engineering and operations staff reviewed the proposed development and find the public water and sewer infrastructure in the area to be adequate to serve the proposed development. • Traffic: The city completed a traffic study in 2019 as part of the small area planning for the Texa-Tonka commercial node which is attached to this re port. The study analyzed the traffic impacts if all of Texa-Tonka were redeveloped with higher intensity commercial use s and 250 residential units. The study found that the full redevelopment of the commercial node would have little impact to the roadway operations and all 33 Regular meeting of January 6, 2021 (Item No. 3a) Title: Texa-Tonka Apartments intersections would all operate at a level of service B or better during peak hours of the day. A separate traffic study was not needed for the proposed Texa-Tonka Apartment development due to the minimal effects shown to the network even if all of the Texa- Tonka commercial node was to be redevelopment. This development proposal includes less than half the amount of the multi-family units that was studied in 2019. No changes will be necessary to the surrounding street network due to the proposed development. However, the city and county are planning to lower the Minnetonka Boulevard and Texas Avenue intersection approximately four feet to improve the sightlines at the intersection . The timeline of these improvements is to be determined as they are not yet included in the county’s five -year capital improvement plan. The development has been designed to respond to these planned improvements and right- of-way will be dedicated to accommodate the future intersection design adjacent to this property. • Stormwater: City engineering staff finds that the development complies with stormwater requirements. The applicant will be required to obtain both city and Minnehaha Creek Watershed District permits prior to construction. Other relevant guidance documents: In 2019 the city completed a small area plan for the Texa- Tonka commercial area which anticipated redevelopment for this site to help guide development proposals and land use decisions. The plan is not a mandated design, rather it offers guidance and one example illustration to communicate building design , massing and community preferences to potential developers and city officials . The vision for the Texa-Tonka area, which was developed during a community workshop, states that “The Texa-Tonka commercial node is a vibrant, welcoming place that offers a mix of small, local, useful shops, restaurants, services, and housing options. Its attractive places and spaces are connected by a safe, accessible network of landscaped streets, sidewalks and plazas where people of all ages and abilities can meet their daily needs by foot, bicycle transit and auto.” The plan examined development scenarios for this development site including multi-family residential on the corner, and townhomes on the northern portion of the site. A survey was conducted to get reactions to the development scenarios, and most survey respondents were in favor of this type of development at this location. One of the scenarios for the northeast corner looked at a mixed -use building with approximately 3,000 square feet of commercial and 34 residential units in a building that was two stories tall near Minnetonka, and three stories tall to the north to take advantage of the grade of the site. This scenario anticipated a curb cut on Minnetonka being used to access the site. 58% percent of survey responses (page 37) showed support for this development scenario. Those that opposed this option were concerned about more multi-family units and more traffic. Some people also opposed this option because they thought it was not dense enough. 34 Regular meeting of January 6, 2021 (Item No. 3a) Title: Texa-Tonka Apartments The plan also looked at a 10-unit townhome development on the northern end of the site. This development scenario was included in a community-wide survey (page 24), where 70.5% of respondents showed support for this type of development on the site. Of the 29% of people who were against it, only 8% explained why, and answers ranged between being too dense or not dense enough. The Texa-Tonka Small Area Plan also provides guidance on the design of future buildings with specifications for building form and character, building façade design, street frontage design, and site design. Typical characteristics of a Texa-Tonka building include interlocking or distinct volumes to break down the scale of longer buildings, celebrated entrances with plazas and porticos, ribbon and corner windows to express horizontality, simple and few materials, and modest setbacks that are enhanced with planters, landscaping or plazas. In addition, a traffic study (noted above) and market study were completed as part of the small area plan which both support a proposal of this scale. The market study said there is a high demand for both owner and renter occupied units in the Texa-Tonka market area. Impacts to surrounding properties and the physical character of the neighborhood Removal of the existing vacant buildings and vacant parking lot will change the character of the area that has been the same since the 1950s. However, the architect indicates the buildings’ design s were influenced by the recommendations of the city’s small area plan, including the massing of the proposed buildings with the lower height along Min netonka Boulevard and near the single -family uses to the north, as well as the building’s mid-century modern architecture. Some of the building’s brick details mimic other buildings within the Texa-Tonka area. Additionally, ground floor units along Minnetonka Boulevard and Texas Avenue will have individual entrances that are designed and landscaped to create a more walkable , comfortable, and active street front. Approving the comprehensive plan 2040 land use map amendment will allow for additional housing units, including affordable units, in an area that is well served by transit along Minnetonka Boulevard. The general area of the development proposal provides a mix of goods and services. Uses in the area include a commercial shopping center, a dentist office, and 35 Regular meeting of January 6, 2021 (Item No. 3a) Title: Texa-Tonka Apartments duplex uses to the west, single-family uses north of 29th Street, Rainbow Park and single -family uses to the east, and neighborhood commercial on the south side of Minnetonka Boulevard. The proposed development would provide a higher density apartment building at the northeast corner of Texas Avenue and Minnetonka Boulevard across from the commercial uses, and two- story townhome uses, including affordable units to the north. The buildings are scaled to step- down as they approach nearby single -family and two -family properties to the north and east. The redevelopment would also help achieve the vision for the area as specified in the small area plan by reconstructing sidewalks along Texas Avenue , enhancing landscaping, providing active uses on the ground floor to activate the street frontages, and providing better access to public spaces including dedicated access from Texas Avenue to Rainbow Park via a trail connection. Staff finds the goals and policies of the 2040 comprehensive plan support guiding these properties for RH – high density residential land use. Preliminary and final plat analysis: Paster Properties seeks preliminary and final plat approval to combine nine lots into one lot for the proposed redevelopment of a 101-unit multi-family building on the south side of the lot and 11 townhome units on the northern half of the lot. Lots: Lot 1, Block 1, Edith Addition will have a lot area of 79,061 square feet or 1.81 acres. The proposed residential density for the site is 61.9 units per acre. Easements: Drainage and utility easements are provided along all property lines as per the requirements of the city’s subdivision ordinance. There is an existing six -foot utility easement along the eastern property line, and no changes are proposed to that easement. All additional easements abutting city right-of -way are ten feet in width. Right-of-way dedication: The city and county intend to lower the Texas Avenue and Minnetonka Boulevard intersection approximately three to four feet. The timeline of these improvements is to be determined as it is not yet included in the county’s five -year capital improvement plan. The development has been designed to accommodate these improvements, and 1,152 square feet right-of-way will be dedicated facilitating the future intersection design. Park dedication: The parks and recreation advisory commission (PRAC) reviewed the park and trail dedications for the proposed development on December 2, 2020. PRAC recommended park dedication fees in lieu of land for all new residential units and constructing a publicly accessible trail connection to Rainbow Park in lieu of the trail fee . The 2020 fee schedule sets the residential park dedication fee at $1,500 per dwelling unit. At 112 units the fee totals $168,000. Staff finds the preliminary and final plat meet city requirements. PUD analysis: Description: The developer requests approval of a preliminary and final planned unit development (PUD). A PUD is a rezoning and zoning text amendment that establishes the 36 Regular meeting of January 6, 2021 (Item No. 3a) Title: Texa-Tonka Apartments regulations for a specific property. The site is currently zoned C-1 neighborhood commercial and R-3 two-family residential. The 1.86-acre site is smaller than the required two acres for a PUD. City council has the authority to waive this requirement. City council indicated support for a PUD approach for this property in January 2020 because it allows for conditions and requirements that fit the context and character of the individual site and the area. Building and site design analysis: Texa-Tonka Apartments meets the PUD ordinance goals for building and site design. The ordinance requires the city to find that the quality of building and site design proposed will substantially enhance aesthetics of the site and implement relevant goals and policies of t he Comprehensive Plan. In addition, the following criteria shall be satisfied: (1) The design shall consider the project as a whole and shall create a unified environment within project boundaries by ensuring architectural compatibility of all structures, efficient vehicular and pedestrian circulation, aesthetically pleasing landscape and site features, and design and efficient use of utilities. Staff finds the plan meets this requirement. (2) The design of a PUD shall achieve compatibility of the project with surrounding land uses, both existing and proposed, and shall minimize the potential adverse impacts of the PUD on 37 Regular meeting of January 6, 2021 (Item No. 3a) Title: Texa-Tonka Apartments surrounding land uses and the potential adverse effects of the surrounding land uses on the PUD. Staff finds this criteria will be met. (3) A PUD shall comply with the City’s Green Building Policy. This criteria will be met. The development intends to use MN Green Communities criteria and use the Energy Design Assistance program to meet the requirements of the policy. (4) The use of green roofs or white roofs and on-site renewable energy is encouraged. The multi-family building includes rooftop solar energy installation generating a minimum 26 KW. This criteria will be met. (5) A PUD shall comply with the city’s Inclusionary Housing Policy. The development will include 20 percent of the units available at 50 percent area median income. This is more than double the number of affordable units required by the city’s inclusionary housing policy. This criteria will be met . Zoning analysis: The following table provides the development metrics. The property will be rezoned to a Planned Unit Development (PUD). The proposed performance and development standards, as indicated in the development plans, establish the development requirements for this property if approved. Zoning Compliance Table. Factor Required Proposed Met? Use Residential Residential Yes Lot Area 2.0 acres required unless supported by council 1.86 acres. Council voiced support Jan 2020 Yes Height When adjacent to single-family lots the portion of the building within 15 feet of a side or rear yard is limited to 40 feet in height . The height may begin to exceed 40 feet tall if thos e portions of the building over 40 feet tall are stepped back and away from the side and rear property line s a distance equal to the additional height. The minimum setback at the tallest point of the apartment building adjacent to single family is 35’. (min 15’+ additional 20’ over 40’) = 35’ There is no minimum or maximum height adjacent to other uses. Apartment east façade Shortest part of the building is 33 feet tall and is 15.9 feet away from the side lot lines . Tallest part of the building Is 60 feet tall and 61.2 feet away from the side lot lines Townhome east facade: 24 feet tall and 23 feet from the side lot lines Yes 38 Regular meeting of January 6, 2021 (Item No. 3a) Title: Texa-Tonka Apartments Building Materials Minimum 60% Class I materials on all facades. 10% of fiber cement siding can be counted toward the C lass I requirements. Apartment East: 68% West: 61% South: 71% North: 60% Townhome East: % 64% West: 73% South: 69% North: 77% Yes Dwelling Units No requirement. Affordable housing: 10% of the units affordable at 50% area median income Housing TIF district: 20% of the units affordable at 50% area median income Proposed 112 20% of the units affordable at 50% area median income Yes Density (units per acre High Density Residential Max allowed: 75 per acre 61.9 units per acre Yes Floor Area Ratio None with PUD 1.12 Yes Off-Street Parking 1 space per bedroom Total required: 134 Total provided: 138 Surface: 42 Interior garage: 73 Townhome garage: 18 On-Street: 5 Yes EV charging Stations 10% level 1 EVSE (14 stalls) 1 level 2 EVSE Conduit for 10% future level 2 EVSE Provided: 9 level 1 spaces 12 level 2 spaces Conduit for 7 additional level 2 spaces Yes Bicycle Parking 1 per dwelling unit plus 1 per 10 automobile spaces . Total required: 126 Total Provided: 126 Yes Open Area/ DORA No specific percentage with PUD 17.1% Yes Landscaping See Landscaping section Replacement diameter: 339.6 caliper inches New required: Trees: 112 Shrubs: 653 Replacement provided: 120 caliper inches plus fee payment to city tree fund. Provided: Trees: 46.5 Shrubs: 253 Yes 39 Regular meeting of January 6, 2021 (Item No. 3a) Title: Texa-Tonka Apartments Alternat ive landscaping will be pursued, such as public art to satisfy this requirement. Setbacks When adjacent to single-family the side and rear setback is 15 feet, plus 1 foot for every foot of building height over 40 feet. The minimum setback at the tallest point of the apartment building adjacent to single family is 34’ No additional required front, rear, or side setbacks. Apartment: East (adjacent to single - family): 15.9’ and 59.6’ West: 10’ South: 10.3’ North: NA Townhome: East: 22.8’ West: 23’ South: NA North: 10’ Yes Mechanical Equipment Full screening required Yes Sidewalks Required along all street frontages Yes Refuse handling Full screening required Yes Transit service None required. The proposed development is on Metro Transit Route 17 and Rout e 667 Express Yes Stormwater Management Meet state and city requirements Yes Uses: Texa-Tonka Apartments is a single -phased residential development with a multi-family building and 11 townhome units. The units include a combination of studio, alcove, 1 bedroom, 1 bedroom + den, 2 bedroom, and 2 bedroom + den uses. The breakdown of unit type by building is as follows: Unit Type Summary Building Studio Alcove 1 bed 1bed+ 2bed 2bed+ TOTALS Multifamily 10 26 50 2 11 2 101 Townhomes 1 10 11 Total 10 26 51 2 21 2 112 Inclusionary housing policy: In 2019, city council amended the inclusionary housing policy to require any residential development that requires a comprehensive plan amendment or a planned unit development rezoning, adhere to the city’s inclusionary housing policy. The required breakdown is 20 percent of units at 60 percent area median income (AMI), 10 percent of units at 50 percent AMI, or 5 percent of units at 30 percent AMI. The developer can choose what percentage of affordability they would like to provide. The developer has also applied for city financial assistance through the utilization of a housing Tax Increment Financing (TIF) district. A housing TIF district requires at least 20 percent of the units be available at 50 percent AMI per Minnesota state statute . The proposed development will exceed the requirements of the city’s inclusionary housing 40 Regular meeting of January 6, 2021 (Item No. 3a) Title: Texa-Tonka Apartments policy and will meet the requirements for a Housing TIF district with 20 percent of the units available at 50 percent AMI. These units will be spread evenly through all the units in both buildings. Architectural design: The buildings have been designed to adhere to the city’s Texa-Tonka Small Area Plan design guidelines which states the following: • Building character: buildings in Texa-Tonka should complement, but not mimic, mid- century modern design traditions in terms of building and roof forms, materials, clean lines, and minimal ornamentation • Transitions: buildings and sites in Texa-Tonka should carefully address their transition to nearby residential buildings or other sensitive edges. Building should position taller portions of a structure away from neighboring buildings of lower scale, step back to align building setbacks of neighboring buildings, and provide appropriate buffering. • Massing: building massing in Texa-Tonka should vary across the district with each block supporting architectural variety. Typical buildings should be simple volumes, or interlocking volumes if they exceed 80’ in length to reduce the overall scale of the building massing from the street. • Scale: buildings in Texa-Tonka should establish a sense of human scale. Vertical and horizontal articulation can be used to reduce the apparent scale of larger buildings and create visual interest. Adjacent buildings of varying heights and styles should align design features to express a scale relationship between the two buildings. Additionally, the applicant complies with the city’s architectural material standards with a minimum of 60% class I materials on all facades of the building including brick, glass and fiber cement siding. Per code fiber cement siding is allowed to be counted up to 10% as a class I material on each facade . Height: The buildings range in height from three stories (33’) to five stories (60’) for the multi- family structure and two story (24’) townhomes. The multi-family building’s height has been designed to be three stories facing Minnetonka Boulevard and the neighboring single -family homes to the east with a fourth story stepped back to reduce the building massing. Due to significant grade changes on the site, the four-story building becomes a five-story building to the north. The uppermost story of the building is stepped back further along the south and west facades to reduce the visual scale of the building. The two-story townhomes have been designed to be similar to the scale and setbacks of the surrounding single-family and two -family h omes along Texas Avenue and 29th Street, and to provide a transitional buffer between the apartment building and the single -family uses to the north. Lighting: Lighting around the site is minimal and is focused toward the main entrances of the buildings and the surface parking lots. All lighting will meet the requirements of the zoning ordinance. The existing streetlights will remain along Texas Avenue. Access: All v ehicular access is provided off Texas Avenue. The proposed redevelopment removes a large curb cut along Minnetonka Boulevard, and combines five curb cuts on Texas Avenue into one driveway for the development. This driveway is used to access the 41 Regular meeting of January 6, 2021 (Item No. 3a) Title: Texa-Tonka Apartments development’s surface and structured parking. Pedestrian access is provided via 6-foot-wide sidewalks along all public rights-of-way. There is a 6-foot wide boulevard between the sidewalk and the street along most of Texas Avenue and along 29th Street. An 8-foot wide, privately owned and maintained, but publicly accessible trail connection is also provided through the middle of the site to Rainbow Park, linking the neighborhood with the Texa-Tonka commercial node. No changes are proposed to the on-street bike lane along Texas Avenue. Parking: City code requires 134 parking spaces based on one parking space per bedroom. A total of 138 parking spaces are provided on-street along 29th Street West, in surface lots, and in parking garages. No on-street parking will be permitted on Texas Avenue. The development will also adhere to the city’s Readiness Ordinance, which requires 800 mhz radios and security cameras in the parking garages. Electric vehicle parking: The development exceeds the city’s electric vehicle parking ordinance. A total of nine level 1 spaces and 12 level 2 spaces will be provided. Additional conduit will be provided for seven future level 2 spaces. Bicycle parking: 126 bicycle parking spaces are required, and 126 spaces are provided. Bicycle parking is located near building entrances, in a bicycle storage room within the structured parking, and near the dog run located along the eastern property line. Landscaping: A total of 339.6 caliper inches of significant trees are being removed from the site. 120 caliper inches will be replanted as part of the development. The developer will be required to pay the difference of 219.6 caliper inches into the city’s tree fund at a rate of $140 per caliper inch ($30,744). The landscape plan indicates 41 new canopy trees, 3 new ornamental trees, 4 new evergreen trees, 253 new shrubs, and new perennials throughout the site. The project does not meet the city’s planting and tree replacement requirements. Code allows for alternative landscaping measures in order to meet the intent of the landscape ordinance including but not limited to outdoor fireplaces, outdoor space located on the roof and public art. Staff will work with the developer to ensure the development meets the intent of the ordinance as the outdoor spaces are further refined. Designed outdoor recreation area (DORA): There is no minimum DORA requirement for planned unit developments, but 17.1% of the site is designed as DORA. This includes outdoor gathering spots, a dog run, yards located in front of the walk-up units, and rooftop amenity space. Signs: A sign plan was not submitted for review. The site will be required to adhere to the sign requirements for the R-C High Density Multiple Family Residence Zoning District. However, pylon signs will be prohibited. Utilities: All utilit y services to the building will be placed underground. Utility service structures, 42 Regular meeting of January 6, 2021 (Item No. 3a) Title: Texa-Tonka Apartments such as a generator or transformer, will be screened completely from off-site with materials consistent with the main building facade. Per the development agreement, buildings will provide the necessary infrastructure to take advantage of fiber-optic service lines in the vicinity of the development. Climate Action Plan: The buildings will adhe re to the city’s Green Building Policy and will be designed to Green Communities criteria. Sustainability features include: a solar panel installation generating a minimum of 26 KW, enhanced insulation and air tightness for energy efficiency, Energy Star appliances and energy efficient mechanical systems, water sense fixtures, drought tolerant plantings and efficient irrigation, and low VOC paints and materials. Additionally the development exceeds the city’s requirements for electric vehicle charging stations by providing 12 level 2 charging stations and conduit for an additional 7 level 2 stations. The development is located on Metro Transit’s high frequency bus Route 17 and Route 667 Express. The site is also located near the North Cedar Lake Regional Multi-Use Trail. These amenities reduce the need for single -occupancy vehicles and vehicle miles traveled to reduce vehicle emissions. Neighborhood meeting: A virtual neighborhood meeting was held on November 19, 2020. Approximately 35 people attended the meeting. Concerns were expressed over the proposed height and density, as people preferred a three-story building, similar to what was shown in the small area plan. There were some concerns about increased traffic, and questions about site lighting and safety for future residents. Some folks did not like the architecture and would like to see the townhomes with a pitched roof design. Questions were asked about road closures during construction and making sure that Texas Avenue remains accessible. There were some questions about the approval process, with some people under the impression that the development was already approved. There were also comments from people stating that they support the development, and many comments applauding the developer’s improvements to the Texa-Tonka Shopping Center. The meeting was recorded and posted to the city’s website . At the time of this report the meeting was viewed 45 times. In addition, staff received several emails and phone call both in support and opposed to the development. None of the commenters wished to make their comments a part of the official record. Next steps: City council will consider the requested comprehensive plan amendment, preliminary and final plat, and preliminary and final planned unit development on January 19, 2021. Recommendations: Staff recommends approval of the Texa-Tonka Apartments Comprehensive Plan Amendment. Staff recommends approval of the requested Comprehensive Plan Amendment changing the land use designation of the future land use map from RM – medium density residential and COM – commercial to RH – high density residential. 43 Regular meeting of January 6, 2021 (Item No. 3a) Title: Texa-Tonka Apartments Staff recommends approval of the Edith Addition 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. 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, trail 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. The developer shall pay to the city the park dedication fee of $156,000 for residential uses and a contract shall be executed allowing permanent public ingress and egress to Rainbow Park via a trail connection through the site in lieu of a trail dedication fee . b. Proof of recording the final plat shall be submitted to the City. c. Assent Form and Official Exhibits shall be signed by the applicant and property owner. d. A preconstruction meeting shall be held with the appropriate development, construction, private utility, and city representatives. e. All necessary permits shall be obtained. 44 Regular meeting of January 6, 2021 (Item No. 3a) Title: Texa-Tonka Apartments f. A performance guarantee in the form of cash escrow or irrevocable letter of credit shall be provided to the City of St. Louis Park for all public improvements (street, sidewalks, boulevards, utility, streetlights, landscaping, 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. Access points shall be covered by a drainage and utility easement, as provided on the final plat. Staff recommends approval of the Texa-Tonka Apartments Preliminary and Final Planned Unit Development subject to the following conditions: 1. The site shall be developed, used and maintained in accordance with the conditions of this ordinance, approved Official Exhibits, and City Code. 2. All utility service structures shall be buried. If any utility service structure cannot be buried (i.e. electric transformer), it shall be integrated into the building design and 100% screened from off-site with materials consistent with the primary façade materials. 3. Prior to starting any land disturbing activities, the following conditions shall be met: a. Assent Form and Official Exhibits shall be signed by the applicant and property owner. b. A preconstruction meeting shall be held with the appropriate development, construction, private utility, and City representatives. c. All necessary permits shall be obtained. 4. Prior to issuance of building permits, the following conditions shall be met: a. The developer shall sign the City's Assent Form and the Official Exhibits. b. A Planning Development Contract shall be executed between the Developer and City that addresses, at a minimum: i. The conditions of PUD approval as applicable or appropriate. ii. Alternative landscaping requirements. iii. The installation of all public improvements including, but not limited to: sidewalks, boulevards, trail and the execution of necessary easements related to such improvements. iv. Easements related to electronic communication and fiber infrastructure. v. A performance guarantee in the form of cash escrow or irrevocable letter of credit shall be provided to the City of St. Louis Park in the amount of 1.25 times of the costs of all public improvements (sidewalks and boulevards), and the private site stormwater management system and landscaping. vi. Access agreement providing permanent public ingress and egress to Rainbow Park via a trail connection. vii. The developer shall reimburse City attorney’s fees in drafting/reviewing such documents as required in the final PUD approval. i. The Mayor and City Manager are authorized to execute said Planning Development Contract. 45 Regular meeting of January 6, 2021 (Item No. 3a) Title: Texa-Tonka Apartments c. Final construction plans for all public improvements and private stormwater system shall be signed by a registered engineer and submitte d to the City Engineer for review and approval. d. Building material samples and colors shall be submitted to the City for review and approval. 5. The developer shall comply with the following conditions during construction: a. All City noise ordinances shall be complied with, including that there be no construction activity between the hours of 10 p.m. and 7 a.m. Monday through Friday, and between 10 p.m. and 9 a.m. on weekends and holidays. b. The site shall be kept free of dust and debris that could blow onto neighboring properties. c. Public streets shall be maintained free of dirt and shall be cleaned as necessary. d. The City shall be contacted a minimum of 72 hours prior to any work in a public street. e. Work in a public street shall take place only upon the determination by the City Engineer (or designee) that appropriate safety measures have been taken to ensure motorist and pedestrian safety. f. The developer shall install and maintain chain link security fencing that is at least six feet tall along the perimeter of the site. All gates and access points shall be locked during non-working hours. g. Temporary electric power connections shall not adversely impact surrounding neighborhood service. 6. Prior to the issuance of any permanent certificate of occupancy permit the following shall be completed: a. Public improvements, private utilities, site landscaping and irrigation, and storm water management system shall be installed in accordance with the Official Exhibits. 7. All mechanical equipment shall be fully screened. Rooftop equipment may be located as indicated in the Official Exhibits so as not to be visible from off -site. 8. The materials used in, and placement of, all signs shall be integrated with the building design and architecture. Supporting documents: Comprehensive plan map amendment exhibit; zoning map amendment exhibit; draft PUD ordinance; official e xhibits ; site renderings; Texa-Tonka Small Area Plan; traffic capacity analysis; market overview Prepared by: Jennifer Monson, Planner Reviewed by: Sean Walther, Planning and Zoning Supervisor 46 Regular meeting of January 6, 2021 (Item No. 3a) Title: Texa-Tonka Apartments Comprehensive plan amendment exhibit 47 Regular meeting of January 6, 2021 (Item No. 3a) Title: Texa-Tonka Apartments Zoning map amendment exhibit 48 Regular meeting of January 6, 2021 (Item No. 3a) Title: Texa-Tonka Apartments Ordinance No. ___-21 Ordinance amending the St. Louis Park City Code relating to zoning by creating Section 36-268-PUD 18 as a Planned Unit Development Zoning District f or the property located at 7916 Minnetonka Boulevard, 2901, 2907, 2913, 2917, 2921, 2925, 2929, and 2939 Texas Avenue South. The City of St. Louis Park does ordain: Section 1. The city council has considered the advice and recommendation of the planning commission (Case No. 20-28-PUD) for amending the Zoning Ordinance Section 36-268-PUD 18. Section 2. The city council voted on January 19, 20201 to approve Resolution No____ amending the 2040 Comprehensive Plan and the future land use designation for the subject property located at 2901, 2907, 2913, 2917, and 2921 from Medium Density Residential to High Density Residential and amending 2925, 2929, 2939 Texas Avenue S and 7916 Minnetonka Boulevard from Commercial to High Density Residential. Said comprehensive plan amendments are associated with this ordinance and require Metropolitan Council review and authorization to put it into effect. Section 3. The Zoning Map shall be amended by reclassifying the following described lands from R-3 Two -Family Residence and C-2 Neighborhood Commercial to PUD 18: Lot 1, Block 1, Edith Addition, Hennepin County, Minnesota Section 4. The St. Louis Park Ordinance Code Section 26-268 is hereby amended to add the following Planned Unit Development Zoning District: Section 26-268-PUD 18 (a) Development Plans The site located on property legally described as Lot 1, Block 1, Edith Addition, Hennepin County, Minnesota, shall be developed, used and maintained in conformance with the following Final PUD signed Official Exhibits: 1. Preliminary Plat 2. Final Plat 3. C000 Cover sheet 4. V100 Survey 5. C100 General notes 6. C200 Tree inventory and preservation plan 7. C201 Demo plan 8. C300 Erosion and sediment control plan – phase 1 9. C301 Erosion and sediment control plan – phase 2 10. C302 Erosion and sediment control details 11. C303 SWPPP 49 Regular meeting of January 6, 2021 (Item No. 3a) Title: Texa-Tonka Apartments 12. C400 Site plan 13. C600 Storm sewer plan 14. C700 Utility plan 15. C800 Construction details 16. C801 Construction details 17. C802 Construction details 18. C803 Construction details 19. L100 Landscape plan 20. L101 Landscape enlargement – north 21. L102 Landscape enlargement – south 22. L103 Landscape schedule 23. L104 Landscape details 24. L105 DORA plan 25. Photometric plan 26. Shadow study 27. Townhome floor plans – Levels 1 & 2 28. Townhome elevations 29. South building floor plans – Level -1 30. South building floor plans – Level 1 31. South building floor plans – Level 2-3 32. South building floor plans – Level 4 33. Building elevations 34. Renders – corner view 35. Renders – driveway view 36. Renders – townhome view The Site shall also conform to the following requirements: 1. The property shall be developed with 112 residential units a. 101 units shall be provided in a multi-family building on the south side of the site. b. 11 townhome units shall be provided on the north side of the site. 2. At least 134 off street -parking spaces shall be constructed and at least 4 on- street parallel parking spaces shall be provided on 29th Street West. 3. The maximum height shall be as follows: a. The height adjacent to single-family residential shall adhere to Section 36- 32(c)(3)a. b. The height of the multi-family building shall not exceed 62 feet and five stories (5) stories. c. The height of the townhome buildings shall not exceed 25’ feet and two (2) stories. 4. The site shall contain a minimum of 12 percent designed outdoor recreation area. (b) Uses 1. Permitted uses. The following uses are permitted in PUD 18: 50 Regular meeting of January 6, 2021 (Item No. 3a) Title: Texa-Tonka Apartments a. Multiple-family dwellings. Uses associated with the multiple -family dwellings, including but not limited to, the residential office, fitness facility, mail room, assembly room or general amenity space. 2. Accessory uses: Accessory uses are as follows: a. Home occupations complying with all of the conditions in the R-C district. b. Gardens. c. Parking lots. d. Public transit stops/shelters. e. Outdoor seating, public address (PA) systems are prohibited. f. Outdoor uses and outdoor storage are prohibited. g. Accessory utility structures including: i. Small wind energy conversion system as defined in 36-4 Definitions. ii. Solar energy systems. A solar energy system with a supporting framework that is either place on, or anchored in, the ground and that is independent of any building or other structure; or that is affixed to or an integral part of a principal or accessory building, including but not limited to photovoltaic or hot water solar energy systems which are contained within roofing materials, windows, skylights, and awnings. iii. Cisterns and rainwater collection systems. (c) Special Performance Standards 1. All general zoning requirements not specifically addressed in this ordinance shall be met, including but not limited to: outdoor lighting, architectural design, landscaping, parking, and screening requirements. 2. All trash, garbage, waste materials, trash containers, and recycling containers shall be kept in the manner required by this Code. All trash handling and loading areas shall be screened from view within a waste enclosure. 3. Signage shall be allowed in conformance with the R-C High Density Multiple - Family Residence Zoning District and shall comply with the following: a. Pylon signs shall be prohibited. 4. Awnings. a. Awnings shall be constructed of heavy canvas fabric, metal and/or glass. Plastic and vinyl awnings are prohibited. b. Backlit awnings shall be prohibited. Section 5. The contents of Planning Case File 20-26-CP, 20-27-S, 20-28-PUD are hereby entered into and made part of the public hearing record and the record of decision for this case. Section 6. This ordinance shall take effect upon Metropolitan Council authorization of the associated comprehensive plan amendment approved by City Council resolution ___ and not sooner than 10 days after publication. First reading January 19, 2021 51 Regular meeting of January 6, 2021 (Item No. 3a) Title: Texa-Tonka Apartments Reviewed for administration: Adopted by the City Council February 1, 2021 Thomas K. Harmening, city manager Jake Spano, mayor Attest: Approved as to form and execution: Melissa Kennedy, city clerk Soren Mattick, city attorney Second reading February 1, 2021 Date of publication February 11, 2021 Date ordinance takes effect Upon Metropolitan Council Authorization of the associated comprehensive plan amendment and no sooner than February 21, 2021. 52 MINNETONKA BOULEVARD(COUNTY ROAD NO. 5)TEXAS AVENUE SOUTHWEST 29TH STREETAAB999a9a99992901 TEXAS AVE SOUTHPID: 08117213301652907 TEXAS AVE SOUTHPID: 08117213301662913 TEXAS AVE SOUTHPID: 08117213301672917 TEXAS AVE SOUTHPID: 08117213301682921 TEXAS AVE SOUTHPID: 08117213301692927 TEXAS AVE SOUTHPID: 08117213301712929 TEXAS AVE SOUTHPID: 08117213301702939 TEXAS AVE SOUTHPID: 08117213301727916 MINNETONKA BLVDPID: 0811721330173SUMTER AVENUE SOUTH15.54S52°15'07"E33.18S87°48'31"E38.775.04124.98 562.50 Δ=2°22'29"R=929.67L=38.53PRELIMINARY PLAT PID# SHOWN ON SURVEY 2901-2939 TEXAS AVENUE SOUTH A 9 UNDERGROUND ELECTRIC UNDERGROUND CABLE TV UNDERGROUND FIBER OPTIC UNDERGROUND TELEPHONE OVERHEAD UTILITY UNDERGROUND GAS SANITARY SEWER STORM SEWER WATERMAIN FENCE CURB [TYPICAL] BITUMINOUS SURFACE CONCRETE SURFACE FOUND MONUMENT SET MONUMENT CABLE TV PEDESTAL AIR CONDITIONER ELECTRIC MANHOLE ELECTRIC METER ELECTRIC PEDESTAL ELECTRIC TRANSFORMER LIGHT POLE GUY WIRE POWER POLE GAS MANHOLE GAS METER TELEPHONE MANHOLE TELEPHONE PEDESTAL SANITARY CLEANOUT SANITARY MANHOLE CATCH BASIN STORM DRAIN FLARED END SECTION STORM MANHOLE FIRE DEPT. CONNECTION HYDRANT CURB STOP WATER WELL WATER MANHOLE WATER METER POST INDICATOR VALVE WATER VALVE BOLLARD FLAG POLE MAIL BOX TRAFFIC SIGN UNKNOWN MANHOLE SOIL BORING PLAT DISTANCE MEASURED DISTANCE TRAFFIC SIGNAL CONIFEROUS TREE DECIDUOUS TREE LEGEND: B 9a PID#0811721330173 CONTACT: PASTER PROPERTIES Mike Sturdivant Director of Real Estate Developement 5320 West 23rd Street Suite 205 St. Louis Park, MN 55416 651-265-7871 VICINITY MAP PAS19013 SURVPAS13 PRELIMINARY PLAT COUNTY/CITY: REVISIONS: PROJECT LOCATION: LAND SURVEYING, INC. CORNERSTONE Suite #200 1970 Northwestern Ave Stillwater, MN 55082 Phone 651.275.8969 Fax 651.275.8976 dan@ cssurvey .net DATE REVISION PROJECT NO. FILE NAME 7916 MINNETONKA BLVD. CITY OF ST. LOUIS PARK HENNEPIN COUNTY NORTH(NOT TO SCALE) 04-17-19 INITIAL ISSUE 10-13-20 ADDITIONAL INFO 10-21-20 PRELIMINARY PLAT 12-15-20 BUILDING, R/W 12-29-20 EASEMENTS SEC. 08, TWP. 117, RNG. 21,CITY OF ST. LOUIS PARK, HENNEPIN COUNTY,MINNESOTA EDITH ADDITION UNDERGROUND UTILITIES NOTES: THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY INFORMATION AND EXISTING DRAWINGS. THE SURVEYOR MAKES NO GUARANTEE THAT THE UNDERGROUND UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN SERVICE OR ABANDONED. THE SURVEYOR FURTHER DOES NOT WARRANT THAT THE UNDERGROUND UTILITIES SHOWN ARE IN THE EXACT LOCATION INDICATED ALTHOUGH HE DOES CERTIFY THAT THEY ARE LOCATED AS ACCURATELY AS POSSIBLE FROM THE INFORMATION AVAILABLE. THE SURVEYOR HAS NOT PHYSICALLY LOCATED THE UNDERGROUND UTILITIES. GOPHER STATE ONE CALL LOCATE TICKET NUMBER(S) 190981618. SOME MAPS WERE RECEIVED, WHILE OTHER UTILITIES DID NOT RESPOND TO THE LOCATE REQUEST. ADDITIONAL UTILITIES OF WHICH WE ARE UNAWARE MAY EXIST. OTHER UTILITIES MAY EXIST ON THIS SITE THAT WERE NOT MARKED UP. CALL BEFORE YOU DIG! TWIN CITY AREA:TOLL FREE:1-800-252-1166651-454-0002 Gopher State One Call THIS PROPERTY LIES WITHIN THE UNSHADED ZONE X, AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN, AS SHOWN ON FEMA FLOOD INSURANCE RATE MAP NUMBER 27053C0334F HAVING AN EFFECTIVE DATE OF NOVEMBER 4, 2016. FLOOD INFORMATION: LEGAL DESCRIPTION:EASEMENT NOTES: 1. BEARINGS ARE BASED ON COORDINATES SUPPLIED BY THE HENNEPIN COUNTY SURVEYORS OFFICE. 2. UNDERGROUND UTILITIES SHOWN PER GOPHER STATE ONE CALL LOCATES AND AS-BUILTS PLANS PROVIDED BY THE CITY OF ST. LOUIS PARK ENGINEERING DEPARTMENT. 3. THERE MAY BE SOME UNDERGROUND UTILITIES; GAS, ELECTRIC, ETC. NOT SHOWN OR LOCATED. SURVEY NOTES: PROPOSED AREAS: TOTAL EXISTING AREA = 80,213 SQ.FT., BEING 1.84 ACRES, MORE OR LESS PROPOSED LOT 1, BLOCK 1 = 79,061 SQ.FT. / 1.81 ACRES PROPOSED DEDICATED RIGHT OF WAY = 1,152 SQ. FT. / 0.03 ACRES The following Legal Description is as shown on the Commercial Partners Title, LLC as agent for Stewart Title Guaranty Company Title Commitment No. 55396 First Supplemental, dated April 11, 2019: PARCEL 1: Lots 1, 2, 3, 4 and 5, Block 1, Texa-Tonka 5th Addition, Hennepin County, Minnesota. AND Lot 6, Block 1, Texa-Tonka 5th Addition, except that part included within the North 120 feet of the South 283 feet of that part of the South one-half of the Southwest one-quarter of the Southwest one-quarter of Section 8, Township 117, Range 21, lying West of the West line of East Texa-Tonka Addition. AND That part of Lot 6, Block 1, Texa-Tonka 5th Addition included within the North 120 feet of the South 283 feet of that part of the South one-half of the Southwest one-quarter of the Southwest one-quarter of Section 8, Township 117, Range 21, lying West of the West line of East Texa-Tonka Addition. Hennepin County, Minnesota Abstract Property PARCEL 2: Commencing at the Southwest corner of Lot 7 then East to the Southeast corner thereof, then North 89.5 feet, then West 47 feet, then North 26.5 feet, then West 20.5 feet, then South 13 feet, then West 16.5 feet, then South 30 feet, then West 46 feet, then South 73.5 feet to beginning, Lot 7, Block 1, Texa-Tonka 5th Addition, excepting therefrom: All that part of Lot 7, Block 1, Texa-Tonka 5th Addition, lying Southwesterly of a line drawn from a point on the South line of said lot distant 15 feet East of the Southwest corner of said lot, to a point on the West line of said lot distant 15 feet North of said Southwest corner. AND Commencing at the Northwest corner of Lot 7, then South 56.5 feet, then East 46 feet, then North 30 feet, then East 16.5 feet, then North 13 feet, then East 20.5 feet, then South 26.5 feet, then East 47 feet, then North 40.5 feet to the Northeast corner of Lot 7, then West to beginning, Lot 7, Block 1, Texa-Tonka 5th Addition. Hennepin County, Minnesota Abstract Property The following survey related exceptions appear on the Commercial Partners Title, LLC as agent for Stewart Title Guaranty Company Title Commitment No. 55396 First Supplemental, dated April 11, 2019: 9. Utility easement dedicated on the plat of Texa-Tonka 5th Addition filed November 14, 1960, as Document No. 3261960. (SHOWN ON SURVEY) The sewer easement dedicated on the plat was vacated by Ordinance No. 930 of the City Council of the City of St. Louis Park filed on May 12, 1965, as Document No. 3540548. (SHOWN ON SURVEY) 10. Conditions contained in Resolution No. 84-15 by the City Council of the City of St. Louis Park filed February 15, 1984, as Document No. 4867901. (AFFECTS A PORTION OF PARCEL 2. NOT ABLE TO BE SHOWN GRAPHICALLY.) 11. Resolution No. 3-99, by the Board of Zoning Appeals of St. Louis Park, Minnesota, filed July 23, 1999, as Document No. 7151194. (AFFECTS ALL OF PARCEL 2 AND A PORTION OF PARCEL 1. NOT ABLE TO BE SHOWN GRAPHICALLY.) 12. Terms and conditions of Right of First Offer Agreement dated January 23, 2019, filed January 30, 2019, as Document No. A10631690. (NOT SURVEY RELATED) CERTIFICATION: I hereby certify that this plan 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 Minnesota. Daniel L. Thurmes Registration Number: 25718 Date:__________________4-17-19 0 NORTH 30 60 LOT 1 BLOCK 1 PROPOSED 10' D+U EASEMENT PROPOSED 10' D+U EASEMENT PROPOSED 10' D+U EASEMENTPROPOSED 10' D+U EASEMENTPROPOSED R/WPROPOSED 10' TRAIL AND SIDEWALK EASEMENT BY SEPARATE DOCUMENT 53 1 5 . 5 4 S 5 2 ° 1 5 ' 0 7 " E 3 3 . 1 8 S87°48'31"E 38.77 5.04124.98562.50Δ=2°22'29" R=929.67 L=38.53 Being 10.00 feet in width and adjoiningpublic ways and 6.00 feet in width andadjoining plat lines, unless otherwise shownon this plat.For the purposes of this survey the westline of Block 1, TEXA-TONKA 5THADDITION, Hennepin County, Minnesotais assumed to bear N01°37'26"W.EDITH ADDITIONSHEET 2 OF 2 SHEETSLEGENDDenotes monument found (as noted)Denotes 12 inch x 14 inch iron pipe set and marked withMinnesota License No. 25718 (monuments to be setwithin one year after recording of the plat)DRAINAGE AND UTILITYEASEMENTS ARE SHOWN THUS:C.R. DOC. NO.LAND SURVEYING, INC.CORNERSTONE0NORTH30 60KNOW ALL PERSONS BY THESE PRESENTS: That Texa Tonka Apartments, LLC, aMinnesota limited liability company, owner of the following described propertysituated in County of Hennepin, State of Minnesota to wit:Lots 1, 2, 3, 4 and 5, Block 1, TEXA-TONKA 5TH ADDITION;Lot 6, Block 1, TEXA-TONKA 5TH ADDITION, except that part includedwithin the North 120 feet of the South 283 feet of that part of the Southone-half of the Southwest one-quarter of the Southwest one-quarter ofSection 8, Township 117, Range 21, lying West of the West line of EASTTEXA-TONKA ADDITION;That part of Lot 6, Block 1, TEXA-TONKA 5TH ADDITION includedwithin the North 120 feet of the South 283 feet of that part of the Southone-half of the Southwest one-quarter of the Southwest one-quarter ofSection 8, Township 117, Range 21, lying West of the West line of EASTTEXA-TONKA ADDITION;Commencing at the Southwest corner of Lot 7 then East to theSoutheast corner thereof, then North 89.5 feet, then West 47 feet, thenNorth 26.5 feet, then West 20.5 feet, then South 13 feet, then West 16.5feet, then South 30 feet, then West 46 feet, then South 73.5 feet tobeginning, Lot 7, Block 1, TEXA-TONKA 5TH ADDITION, exceptingtherefrom: All that part of Lot 7, Block 1, TEXA-TONKA 5TH ADDITION,lying Southwesterly of a line drawn from a point on the South line ofsaid lot distant 15 feet East of the Southwest corner of said lot, to apoint on the West line of said lot distant 15 feet North of saidSouthwest corner;Commencing at the Northwest corner of Lot 7, then South 56.5 feet,then East 46 feet, then North 30 feet, then East 16.5 feet, then North 13feet, then East 20.5 feet, then South 26.5 feet, then East 47 feet, thenNorth 40.5 feet to the Northeast corner of Lot 7, then West tobeginning, Lot 7, Block 1, TEXA-TONKA 5TH ADDITION.Has caused the same to be surveyed and platted as EDITH ADDITION anddoes hereby dedicate to the public for public use forever the public waysand the drainage and utility easements as created by this plat.I, Daniel L. Thurmes, do hereby certify that I have surveyed andplatted or directly supervised the surveying and platting of theproperty described on this plat as EDITH ADDITION; that I am aduly Licensed Land Surveyor in the State of Minnesota; that thisplat is a correct representation of the boundary survey; that allmathematical data and labels are correctly designated on thisplat; that all monuments depicted on the plat have beencorrectly set; that all water boundaries and wet lands as of thisdate, as defined in Minnesota Statutes Section 505.01, Subd. 3,are shown and labeled; and all public ways are shown andlabeled on this plat.Dated this _________ day of ___________________, 202___.____________________________________________Daniel L. Thurmes, Licensed Land Surveyor,Minnesota License No. 25718STATE OF MINNESOTACOUNTY OF WASHINGTONThe foregoing Surveyor's Certificate was acknowledged beforeme on this _________ day of ___________________, 202___, byDaniel L. Thurmes, Licensed Land Surveyor._________________________________ (SIGNATURE)__________________________________ (PRINT)Notary Public,Dakota County, MinnesotaMy Commission Expires January 31, 2025CITY COUNCIL, CITY OF ST. LOUIS PARK, MINNESOTAThis plat of EDITH ADDITION was approved and accepted by the City Council of the City of St. Louis Park,Minnesota, at a regular meeting thereof held this _______ day of ___________________ , 20_____, and is incompliance with the provisions of Minnesota Statutes, Section 505.03, Subd. 2.CITY COUNCIL OF THE CITY OF ST. LOUIS PARK, MINNESOTABy: _____________________________________, MayorBy:___________________________________ , ClerkRESIDENTIAL AND REAL ESTATE SERVICESI hereby certify that taxes payable in 20___ and prior years have been paid for land described on this Plat, datedthis _______ day of _______________________, 20___.Mark V. Chapin, County Auditorby____________________________________ DeputySURVEY DIVISION, Hennepin County, MinnesotaPursuant to MN. STAT. Sec. 383B.565 (1969), this plat has been approved this _________ day of ______________,20___.Chris F. Mavis, County Surveyorby____________________________________COUNTY RECORDER, Hennepin County, MinnesotaI hereby certify that the within plat of EDITH ADDITION was recorded in this office this ______ day of______________, 20___, at _____ o'clock _____.m.Martin McCormick, County Recorderby___________________________________ DeputyIn witness whereof said Texa Tonka Apartments, LLC,a Minnesota limited liability company, has causedthese presents to be signed this ________day of___________________, 20___.SIGNED: Howard Paster, PresidentBy ____________________________________________,its PresidentSTATE OF _________________________COUNTY OF _______________________The foregoing instrument was acknowledged beforeme this _______day of __________________________,20____, by Howard Paster, President of Texa TonkaApartments, LLC, a Minnesota limited liabilitycompany, on behalf of said company.______________________________________(SIGNATURE)_____________________________________ (PRINT)Notary Public____________________________My CommissionExpires____________________1 INCH = 30 FEETLOT 1BLOCK 1MINNETONKA BOULEVARD 54 55 NO PARKING NO PARKING G G PROPOSED MULTI-FAMILY RESIDENTIAL BUILDING 5-STORY BUILDING AREA 99,606± S.F. BUILDING FOOTPRINT AREA 21,087± S.F GARAGE FFE: 917.66 MAIN FLOOR FFE: 929.00 WALK OUTS FFE: 929.50 WALK OUTS FFE: 917.66 PR. TOWNHOMES BLDG FOOTPRINT AREA 2,923± S.F GARAGE FFE:917.80 FIRST FLOOR FFE:918.30 PROPOSED TOWNHOMES BLDG FOOTPRINT AREA 6,161± S.F GARAGE FFE:917.80 FIRST FLOOR FFE: 918.30 TEXAS AVENUE SOUTH MINNETONKA BOULEVARD(COUNTY ROAD NO. 5)WEST 29TH STREETA A A A A A AAA A AA AA A A A This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc. 2020 KIMLEY-HORN AND ASSOCIATES, INC.767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY-HORN.COMK:\Texas-Tonka Ave, St Louis Park, MN\3 Design\CAD\PlanSheets\L1-TREE INVENTORY AND PRESERVATION PLAN.dwg December 29, 2020 - 10:20pmSHEET NUMBER PRELIMINARY-NOT FOR CONSTRUCTIONPRELIMINARYBYREVISIONSNo.DATE1CITY COMMENTS11/23/2020 EIS2CITY COMMENTS12/18/2020 EIS3CITY COMMENTS12/29/2020 EIS LIMITS OF CONSTRUCTION (OFFSET 3' FOR CLARITY) TREE TO BE REMOVED PROPERTY LINE TREE TO REMAIN LEGEND TREE PROTECTION SIGN FURNISH AND INSTALL TEMPORARY FENCE AT THE TREE'S DRIPLINE OR CONSTRUCTION LIMITS AS SPECIFIED, PRIOR TO ANY CONSTRUCTION. WHEN POSSIBLE PLACE FENCE 25 FEET BEYOND THE DRIP LINE. PLACE PROTECTION SIGNS ALONG FENCE AT 20' INTERVALS. CONSTRUCTION LIMITS DRIP LINE 1. PRUNING WILL BE DONE BY PROFESSIONALS DURING APPROPRIATE PRUNING SEASON. 2. NO STORAGE OF MATERIALS, OPERATION OF MACHINERY, OR DEVELOPMENT OF ANY SORT WILL OCCUR WITHIN THE FENCE-LINE WITHOUT APPROVAL IN WRITING FROM CITY. 3. SITE GRADING TO BE DONE ONLY AFTER PROTECTIVE MEASURES HAVE BEEN TAKEN, CITY HAS APPROVED FENCING LOCATIONS, AND ALL CONTRACTORS HAVE BEEN BREIFED ON TREE PRESERVATION TECHNIQUES. 4. EXISTING TREES TO REMAIN OR REMOVED TO BE CLEARLY IDENTIFIED, WITHIN DISTURBANCE LIMITS AND 10' OUTSIDE OF THE DISTURBANCE LIMITS. 5. TREE PRESERVATION TO BE APPROVED BY OWNER AND PER LOCAL GOVERNMENTAL AUTHORITY. TREE PROTECTION NOTES TEMPORARY TREE PROTECTION FENCE PLACEMENT SCALE: N.T.S.C2001 KEYNOTE LEGEND EXISTING TREE TO BE REMOVED (TYP.)A DATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION ANDTHAT I AM A DULY LICENSED PROFESSIONALLANDSCAPE ARCHITECT UNDER THE LAWS OFTHE STATE OF MINNESOTA.MNLIC. NO.RYAN A. HYLLESTED, PLA12/29/202053832PREPARED FORTREE INVENTORYAND PRESERVATIONPLANC200TEXAS-TONKAREDEVELOPMENTTEXA TONKAAPARTMENTS LLCST. LOUIS PARKMNDATECHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECT16085200312/29/2020AS SHOWNSJBSJBRAHNORTH((A/B)-0.20) x C x A = D ((283/283)-0.20) x 1.5 x 283= 339.6 DIAMETER INCHES A = TOTAL DIAMETER INCHES OF SIGNIFICANT TREES LOST AS A RESULT OF LAND ALTERATION OR REMOVAL. (283 DIAMETER INCHES) B = TOTAL DIAMETER INCHES OF SIGNIFICANT TREES SITUATED ON THE LAND. (283 DIAMETER INCHES) C = TREE REPLACEMENT CONSTANT (1.5). D = REPLACEMENT TREES REQUIRED (NUMBER OF CALIPER INCHES). (339.6 DIAMETER INCHES) TREE REPLACEMENT PROVIDED: 80 DIAMETER INCHES= (4 CONIFEROUS TREES (6' HT.)* 2.5 CALIPER INCHES) + (3 ORNAMENTAL TREES (6' HT.)* 2.5 CALIPER INCHES ) + (25 OVERSTORY TREES * 2.5 CALIPER INCHES) (SEE LANDSCAPE PLAN) TREE MITIGATION DATA- PRIVATE TREE REMOVAL/ TREE REPLACEMENT REQUIRED: 109 DIAMETER INCHES TREE REPLACEMENT PROVIDED:25 DIAMETER INCHES= 10 PROPOSED STREET TRESS * 2.5 CALIPER INCHES (SEE LANDSCAPE PLAN) TREE MITIGATION DATA- PUBLIC 56 18"12"13"8"MINNETONKA BOULEVARD(COUNTY ROAD NO. 5)TEXAS AVENUE SOUTH WEST 29TH STREETTEXAS AVENUE SOUTHWEST 29TH STREETA A B B B B B B B C C CE M MJ J E JD D D M J MM G I F F F F F F F K K K KK O G G G E G M M J P F PROTECT IN PLACE ELECTRIC POLES, AND OVERHEAD WIRING TYP. D Q R N N S DO NOT DISTURB OVHD ELECTRICAL LINE Q Q HHH C C C C C D D D D DD D Q E D E J E J J H T P G GG J J D CONTRACTOR TO ABANDON EXISTING SEWER LINE FROM MH IN TEXAS AVENUE AND PLUG AT EAST PROPERTY LINE BULKHEAD EAST SANITARY LINE INTO MANHOLE D D This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc. 2020 KIMLEY-HORN AND ASSOCIATES, INC.767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY-HORN.COMK:\Texas-Tonka Ave, St Louis Park, MN\3 Design\CAD\PlanSheets\C2-DEMO PLAN.dwg December 29, 2020 - 10:20pmSHEET NUMBER PRELIMINARY-NOT FOR CONSTRUCTIONPRELIMINARYBYREVISIONSNo.DATE1CITY COMMENTS11/23/2020 EIS2CITY COMMENTS12/18/2020 EIS3CITY COMMENTS12/29/2020 EIS 1. THE CONTRACTOR IS RESPONSIBLE FOR THE DEMOLITION, REMOVAL, AND DISPOSAL (IN A LOCATION APPROVED BY ALL GOVERNING AUTHORITIES) ALL STRUCTURES, PADS, WALLS, FLUMES, FOUNDATIONS, PARKING, DRIVES, DRAINAGE STRUCTURES, UTILITIES, ETC. SUCH THAT THE IMPROVEMENTS ON THE PLANS CAN BE CONSTRUCTED. ALL FACILITIES TO BE REMOVED SHALL BE UNDERCUT TO SUITABLE MATERIAL AND BROUGHT TO GRADE WITH SUITABLE COMPACTED FILL MATERIAL PER THE PROJECT DOCUMENTS. 2. THE CONTRACTOR IS RESPONSIBLE FOR REMOVING ALL DEBRIS FROM THE SITE AND DISPOSING THE DEBRIS IN A LAWFUL MANNER. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL PERMITS REQUIRED FOR DEMOLITION AND DISPOSAL. CONTRACTOR SHALL PROVIDE COPIES OF THE PERMIT AND RECEIPTS OF DISPOSAL OF MATERIALS TO THE OWNER AND OWNERS REPRESENTATIVE. 3. THE CONTRACTOR SHALL MAINTAIN ALL UTILITY SERVICES TO ADJACENT PROPERTIES AT ALL TIMES. UTILITY SERVICES SHALL NOT BE INTERRUPTED WITHOUT APPROVAL FROM THE CONSTRUCTION MANAGER AND COORDINATION WITH THE ADJACENT PROPERTIES AND/OR THE CITY. 4. THE CONTRACTOR SHALL COORDINATE WITH RESPECTIVE UTILITY COMPANIES PRIOR TO THE REMOVAL AND/OR RELOCATION OF UTILITIES. THE CONTRACTOR SHALL COORDINATE WITH THE UTILITY COMPANY CONCERNING PORTIONS OF WORK WHICH MAY BE PERFORMED BY THE UTILITY COMPANY'S FORCES AND ANY FEES WHICH ARE TO BE PAID TO THE UTILITY COMPANY FOR THEIR SERVICES. THE CONTRACTOR IS RESPONSIBLE FOR PAYING ALL FEES AND CHARGES. 5. THE LOCATIONS OF ALL EXISTING UTILITIES SHOWN ON THE PLAN HAVE BEEN DETERMINED FROM THE BEST INFORMATION AVAILABLE AND ARE GIVEN FOR THE CONVENIENCE OF THE CONTRACTOR. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR THEIR ACCURACY. PRIOR TO THE START OF ANY DEMOLITION ACTIVITY, THE CONTRACTOR SHALL NOTIFY THE UTILITY COMPANIES FOR LOCATIONS OF EXISTING UTILITIES WITHIN ALL AREAS OF PROPOSED WORK. 6. ALL EXISTING SEWERS, PIPING AND UTILITIES SHOWN ARE NOT TO BE INTERPRETED AS THE EXACT LOCATION, OR AS ANY OBSTACLES THAT MAY OCCUR ON THE SITE. VERIFY EXISTING CONDITIONS AND PROCEED WITH CAUTION AROUND ANY ANTICIPATED FEATURES. GIVE NOTICE TO ALL UTILITY COMPANIES REGARDING DESTRUCTION AND REMOVAL OF ALL SERVICE LINES AND CAP ALL LINES BEFORE PRECEDING WITH THE WORK. 7. ELECTRICAL, TELEPHONE, CABLE, WATER, FIBER OPTIC, AND/OR GAS LINES NEEDING TO BE REMOVED OR RELOCATED SHALL BE COORDINATED WITH THE AFFECTED UTILITY COMPANY. ADEQUATE TIME SHALL BE PROVIDED FOR RELOCATION AND CLOSE COORDINATION WITH THE UTILITY COMPANY IS NECESSARY TO PROVIDE A SMOOTH TRANSITION IN UTILITY SERVICE. CONTRACTOR SHALL PAY CLOSE ATTENTION TO EXISTING UTILITIES WITHIN ANY ROAD RIGHT-OF-WAY DURING CONSTRUCTION. 8. CONTRACTOR MUST PROTECT THE PUBLIC AT ALL TIMES WITH FENCING, BARRICADES, ENCLOSURES, ETC. (AND OTHER APPROPRIATE BEST MANAGEMENT PRACTICES) AS APPROVED BY THE CONSTRUCTION MANAGER. MAINTENANCE OF TRAFFIC CONTROL SHALL BE COORDINATED IN ACCORDANCE WITH ST. LOUIS PARK, HENNEPIN COUNTY AND MN/DOT. 9. CONTRACTOR SHALL MAINTAIN ACCESS TO ALL ADJACENT PROPERTIES DURING CONSTRUCTION, AND SHALL NOTIFY ALL PROPERTIES IF ACCESS WILL BE INTERRUPTED OR ALTERED AT ANY TIME DURING CONSTRUCTION. 10. PRIOR TO DEMOLITION OCCURRING, ALL EROSION CONTROL DEVICES ARE TO BE INSTALLED. 11. CONTRACTOR MAY LIMIT SAW-CUT AND PAVEMENT REMOVAL TO ONLY THOSE AREAS WHERE IT IS REQUIRED AS SHOWN ON THESE CONSTRUCTION PLANS BUT IF ANY DAMAGE IS INCURRED ON ANY OF THE SURROUNDING PAVEMENT, ETC. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ITS REMOVAL AND REPAIR. 12. THE CONTRACTOR SHALL COORDINATE WATER MAIN WORK WITH THE FIRE DEPT. AND THE CITY WATER DEPARTMENT TO PLAN PROPOSED IMPROVEMENTS AND TO ENSURE ADEQUATE FIRE PROTECTION IS CONSTANTLY AVAILABLE TO THE SITE THROUGHOUT THIS SPECIFIC WORK AND THROUGH ALL PHASES OF CONSTRUCTION. CONTRACTOR WILL BE RESPONSIBLE FOR ARRANGING/PROVIDING ANY REQUIRED WATER MAIN SHUT OFFS WITH THE CITY OF ST. LOUIS PARK DURING CONSTRUCTION. ANY COSTS ASSOCIATED WITH WATER MAIN SHUT OFFS WILL BE THE RESPONSIBILITY OF THE CONTRACTOR AND NO EXTRA COMPENSATION WILL BE PROVIDED. 13. REFER TO SURVEY FOR ALL EXISTING INVERT AND RIM ELEVATIONS. 14. ALL UTILITIES SHOWN ARE EXISTING UTILITIES. 15. IN THE EVENT A WELL IS FOUND, THE CONTRACTOR SHALL CONTACT THE ENGINEER AND OWNER IMMEDIATELY. ALL WELLS SHALL BE SEALED BY A LICENSED WELL CONTRACTOR IN ACCORDANCE WITH ALL STATE OF MN REQUIREMENTS. 16. IN THE EVENT THAT UNKNOWN CONTAINERS OR TANKS ARE ENCOUNTERED, THE CONTRACTOR SHALL CONTACT THE OWNER AND/OR OWNERS REPRESENTATIVE IMMEDIATELY. ALL CONTAINERS SHALL BE DISPOSED OF AT A PERMITTED LANDFILL PER THE PROJECT DOCUMENTS. 17. CONTRACTOR SHALL NOTIFY THE ENGINEER IF ANY EXISTING DRAINTILE IS ENCOUNTERED ON SITE. NO ACTIVE DRAINTILE SHALL BE REMOVED WITHOUT APPROVAL FROM THE ENGINEER. 18. THERE ARE A NUMBER OF UNKNOWN WATER SERVICE STUBS AND POTENTIAL SEWER STUBS GOING INTO THE VACANT LOTS. THESE STUBS ARE NOT DEPICTED ON THE PLANS HOWEVER, IF DISCOVERED, THEY NEED TO BE ABANDONED AT THE WATER MAIN. 19. EXISTING STREETLIGHTS WILL BE THE RESPONSIBILITY OF THE CONTRACTOR DURING CONSTRUCTION. IF THEY NEED TO BE REMOVED DURING CONSTRUCTION, THE CONTRACTOR WILL NEED TO REMOVE, STORE AND REINSTALL THEM IN THE LOCATION DEPICTED ON THE SITE PLAN WITH A NEW BASE. DEMOLITION PLAN NOTES LIMITS OF CONSTRUCTION REMOVE BITUMINOUS SURFACE REMOVE CONCRETE SURFACE REMOVE BUILDING REMOVE TREE REMOVE CONCRETE CURB & GUTTER REMOVE UTILITY LINES PROPERTY LINE EXISTING OVERHEAD POWER LINE EXISTING CHAINLINK FENCE EXISTING J-BARRIER EXISTING RETAINING WALL EXISTING SANITARY SEWER EXISTING STORM SEWER EXISTING WATERMAIN EXISTING GAS MAIN EXISTING UNDERGROUND TELEPHONE EXISTING UNDERGROUND CABLE EXISTING CONTOUR EXISTING SIGN EXISTING FLARED END SECTION EXISTING STORM MANHOLE EXISTING STORM CATCHBASIN EXISTING GAS METER EXISTING POST INDICATOR VALVE EXISTING WELL EXISTING AUTOMATIC SPRINKLER EXISTING ROOF DRAIN EXISTING GATE VALVE EXISTING HYDRANT EXISTING METAL COVER EXISTING ELECTRICAL METER EXISTING AIR CONDITIONER EXISTING TELEPHONE MANHOLE EXISTING CABLE BOX EXISTING GUY WIRE EXISTING POWER POLE EXISTING LIGHT POLE EXISTING TREE CLEARING & GRUBBING FILL & ABANDON UTILITY LINES EXISTING TREE LINE EXISTING CURB & GUTTER LEGEND FULL DEPTH SAWCUT NORTHDATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION ANDTHAT I AM A DULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THE STATE OFMINNESOTA.MNLIC. NO.ALAN L. CATCHPOOL12/29/202047969DATECHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECT16085200312/29/2020AS SHOWNEISEISALCPREPARED FORDEMO PLANC201TEXAS-TONKAREDEVELOPMENTTEXA TONKAAPARTMENTS LLCST. LOUIS PARKMNKEYNOTE LEGEND REMOVE EXISTING BUILDING, FOOTINGS, FOUNDATIONS & ASSOCIATED SERVICES REMOVE BITUMINOUS SURFACE REMOVE CONCRETE SURFACE REMOVE EXISTING TREE REMOVE EXISTING UTILITY REMOVE CONCRETE WHEEL STOPS (TYP.) REMOVE EXISTING STRUCTURE PROTECT EXISTING STRUCTURE REMOVE EXISTING SIGN PROTECT EXISTING UTILITY PROTECT EXISTING CURB & GUTTER PROTECT EXISTING HYDRANT REMOVE EXISTING CONCRETE CURB & GUTTER REMOVE, SALVAGE & REINSTALL EXISTING LIGHT POLE, SEE SITE PLAN FOR RELOCATION REMOVE EXISTING BOLLARD REMOVE EXISTING BLOCK RETAINING WALL -NOT USED- PROTECT EXISTING BENCH REMOVE CONCRETE STAIRS REMOVE, SALVAGE & REINSTALL CITY SIGNS, SEE SITE PLAN FOR RELOCATION A B C D E F G H I J K L M N O P Q R S T HOUSE AND CONCRETE FENCEPOWER POLE & LINES POWER POLE "BIKE LANE/NO PARKING" SIGN BOLLARD/STEEL CABLE BOLLARD/STEEL CABLE BOLLARD/STEEL CABLE SIGNAL POLE 3 3 57 1514 13 TEXAS AVENUE SOUTH MINNETONKA BOULEVARD(COUNTY ROAD NO. 5)WEST 29TH STREETNO PARKING NO PARKING G G PROPOSED MULTI-FAMILY RESIDENTIAL BUILDING 5-STORY BUILDING AREA 99,606± S.F. BUILDING FOOTPRINT AREA 21,087± S.F GARAGE FFE: 917.66 MAIN FLOOR FFE: 929.00 WALK OUTS FFE: 929.50 WALK OUTS FFE: 917.66 PR. TOWNHOMES BLDG FOOTPRINT AREA 2,923± S.F GARAGE FFE:917.80 FIRST FLOOR FFE:918.30 PROPOSED TOWNHOMES BLDG FOOTPRINT AREA 6,161± S.F GARAGE FFE:917.80 FIRST FLOOR FFE: 918.30 61.8'9.5'24.0'TYP.9.7'23.0'R5.0' R 5 . 0 'R8.0 '5.0'6.5'TYP.6.0'TYP.8.5' 2.0' 6.0' TYP. R50.0'R56.0' R44.0' R50.0' "BIKE LANE/NO PARKING" SIGN R5.0'24.0'TYP.29.0'TYP.28.0' TYP. 8.5'18.0'TYP.9.5'18.0'TYP.10.4'18.0'TYP.8.5'18.0'TYP.4.0' TYP.5.0'14.0'18.0'TYP.26.9'40.0'6.0' 12.8'10.0'6.0' TYP.16.0'8.0' 8.0'6.0'TYP.6.0' TYP.6.5'TYP.7.4'14.0'8.7'10.0'48.0' 60.0'18.5'9.5' 4.0' TYP.14.0'10.0'4.0'18.0'10.0'6.0' TYP. 12.6' 6.0' TYP. 0.5 6.0' 6.0'15.0'10.0' 1.5'15.9'31.9'6.4'8.4' 36.8' 1 0 . 3 '7.9'10.0'6.0'8.0'15.0'17.0' 6.0'10.0'10.0'22.8'PROPERTY LINE PROPERTY LINE PROPERTY LINE A A A A A R A A A B B B B BC C EE E E E EE G HH H H H I I K K K K K KKKKKKKK K K K K K LL M A B B B B B K A S T T U V W AX YY Z DEDICATED ROW K DOG RUN C EX. TRAFFIC SIGNAL AA C C EX. ELECTRIC POLE TO REMAIN 10' DRAINAGE & UTILITY EASEMENT BUS STOP WAITING AREA K DRAINAGE SWALE CENTERLINE SIGHT TRIANGLE 10' DRAINAGE & UTILITY EASEMENT 10' DRAINAGE & UTILITY EASEMENT BB BB BB BBBB BB BBBBBBBBBBBBBB BB BB BB SS CC CC EXPOSED FOUNDATION WITH FUTURE ADDITIONAL EXPOSURE EXPOSED FOUNDATION WITH FUTURE ADDITIONAL EXPOSURE BB O FF O DD DD DD EE EE EE EE C EE EE AA J PRIVATELY OWNED, BUT PUBLIC ACCESSED TRAIL EE DD GG GG DATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION ANDTHAT I AM A DULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THE STATE OFMINNESOTA.MNLIC. NO.ALAN L. CATCHPOOL12/29/202047969This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc. 2020 KIMLEY-HORN AND ASSOCIATES, INC.767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY-HORN.COMK:\Texas-Tonka Ave, St Louis Park, MN\3 Design\CAD\PlanSheets\C4-SITE PLAN.dwg December 29, 2020 - 10:21pm©SHEET NUMBER PRELIMINARY-NOT FOR CONSTRUCTIONPRELIMINARYBYREVISIONSNo.DATE1CITY COMMENTS11/23/2020 EIS2CITY COMMENTS12/18/2020 EIS3CITY COMMENTS12/29/2020 EIS BUILDING DATA SUMMARY AREAS PROPOSED PROPERTY 1.81 AC PR. IMPERVIOUS AREA 1.39 AC PR. PERVIOUS AREA 0.42 AC BUILDING AREA 118,444 GFA PARKING REQUIRED PARKING 134 SPACES PROPOSED PARKING 138 SPACES, 42 EXTERIOR SPACES/ 91 INTERIOR SPACES, 5 STREET(29TH ST) SPACES ADA STALLS REQ'D / PROVIDED 5 STALLS / 5 STALLS BICYCLE SPACES 126 SPACES (112 INTERIOR & 14 EXTERIOR) PROPERTY SUMMARY TEXAS & MINNETONKA RESIDENTIAL TOTAL PROPERTY AREA 1.81 AC ZONING SUMMARY EXISTING ZONING R-3 (RESIDENTIAL 3) & C-1 (GENERAL COMMERCIAL) PROPOSED ZONING PUD BUILDING SETBACKS FRONT = 0' SIDE = 0' REAR = 0' PROPOSED CURB AND GUTTER PROPERTY LINE RETAINING WALL PROPOSED CONCRETE SIDEWALK LEGEND SITE PLAN NOTES 1. ALL WORK AND MATERIALS SHALL COMPLY WITH ALL CITY/COUNTY REGULATIONS AND CODES AND O.S.H.A. STANDARDS. 2. CONTRACTOR SHALL REFER TO THE ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONS OF VESTIBULES, SLOPE PAVING, SIDEWALKS, EXIT PORCHES, TRUCK DOCKS, PRECISE BUILDING DIMENSIONS AND EXACT BUILDING UTILITY ENTRANCE LOCATIONS. 3. ALL INNER CURBED RADII ARE TO BE 3' AND OUTER CURBED RADII ARE TO BE 10' UNLESS OTHERWISE NOTED. STRIPED RADII ARE TO BE 5'. 4. ALL DIMENSIONS AND RADII ARE TO THE FACE OF CURB UNLESS OTHERWISE NOTED. 5. EXISTING STRUCTURES WITHIN CONSTRUCTION LIMITS ARE TO BE ABANDONED, REMOVED OR RELOCATED AS NECESSARY. ALL COST SHALL BE INCLUDED IN BASE BID. 6. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL RELOCATIONS, (UNLESS OTHERWISE NOTED ON PLANS) INCLUDING BUT NOT LIMITED TO, ALL UTILITIES, STORM DRAINAGE, SIGNS, TRAFFIC SIGNALS & POLES, ETC. AS REQUIRED. ALL WORK SHALL BE IN ACCORDANCE WITH GOVERNING AUTHORITIES REQUIREMENTS AND PROJECT SITE WORK SPECIFICATIONS AND SHALL BE APPROVED BY SUCH. ALL COST SHALL BE INCLUDED IN BASE BID. 7. SITE BOUNDARY, TOPOGRAPHY, UTILITY AND ROAD INFORMATION TAKEN FROM A SURVEY BY CORNERSTONE LAND SURVEYING, INC., DATED 04/17/2019. KIMLEY-HORN ASSUMES NO LIABILITY FOR ANY ERRORS, INACCURACIES, OR OMISSIONS CONTAINED THEREIN. 8. TOTAL LAND AREA IS 1.84 ACRES. 9. CONTRACTOR SHALL REFERENCE ARCH / MEP PLANS FOR SITE LIGHTING AND ELECTRICAL PLAN. 10. NO PROPOSED LANDSCAPING SUCH AS TREES OR SHRUBS, ABOVE AND UNDERGROUND STRUCTURES, OR OTHER OBSTRUCTIONS SHALL BE LOCATED WITHIN EXISTING OR PROPOSED UTILITY EASEMENTS AND RIGHTS OF WAY UNLESS SPECIFICALLY NOTED ON PLANS OTHERWISE. 11. REFERENCE ARCHITECTURAL PLANS FOR DUMPSTER ENCLOSURE DETAILS. 12. REFER TO FINAL PLAT OR ALTA SURVEY FOR EXACT LOT AND PROPERTY BOUNDARY DIMENSIONS. 13. ALL AREAS ARE ROUNDED TO THE NEAREST SQUARE FOOT. 14. ALL DIMENSIONS ARE ROUNDED TO THE NEAREST TENTH FOOT. 15. ALL PARKING STALLS TO BE 8.5' IN WIDTH AND 18' IN LENGTH UNLESS OTHERWISE INDICATED.NORTHKEYNOTE LEGEND CONCRETE SIDEWALK B612 CURB & GUTTER (TYP.) TRANSITION CURB AREA STRIPED WITH 4" SYSL @ 45° 2' O.C. ASPHALT PAVEMENT CONCRETE PAVEMENT COMMERCIAL DRIVEWAY APRON - PER CITY OF ST. PAUL CONCRETE DRIVEWAY #4 STANDARD DETAIL PAVEMENT STRIPING PROPOSED SEGMENTAL RETAINING WALL (DESIGN BY OTHERS) STOP SIGN - MUTCD R1-1 LANDSCAPE AREA - SEE LANDSCAPE PLANS 4' DECORATIVE FENCE - SEE CIVIL DETAILS MATCH EXISTING PAVEMENT SECTION IN TEXAS AVENUE SOUTH. CONCRETE TRANSFORMER PAD BIKE RACK: (2) RACKS/(4) STALLS - SEE CIVIL DETAILS "NO PARKING" SIGN - MUTCD R7-1 HANDICAP PARKING SIGN AND ACCESSIBLE PARKING SYMBOL LIGHT BOLLARD 6 FT CEDAR FENCE TRANSFORMER PAD DECORATIVE COLORED CONCRETE AMENITY AREA (SEE LANDSCAPE PLANS) 4' BLACK VINYL CHAIN LINK FENCE TRASH ENCLOSURE REINSTALL SALVAGED LIGHT POLE ON NEW BASE REINSTALL SALVAGE STREET SIGN DETECTABLE WARNING STAIRS/RISERS/PATIO/RAILING, SEE ARCH PLANS "NO PARKING IN FIRE LANE" SIGN, MUTCD R8-31 HANDRAILS FOR STEPS FLAT CURB BIKE RACK: (3) RACKS/(6) STALLS - SEE CIVIL DETAILS APS PUSH BUTTONS, CONTRACTOR TO COORDINATE WITH CITY A B C D E F G H I J K L M N O P Q R S T U V W X Y Z AA BB CC DD EE FF GG PROPOSED HEAVY DUTY ASPHALT PAVEMENT PROPOSED ASPHALT PAVEMENT PREPARED FORSITE PLANC400TEXAS-TONKAREDEVELOPMENTTEXA TONKAAPARTMENTS LLCST. LOUIS PARKMNDATECHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECT16085200312/29/2020AS SHOWNEISEISALCPROPOSED HEAVY DUTY CONCRETE INTEGRALLY COLORED CONCRETE PAVEMENT- CEMSTONE COLOR IRONWOOD - CPC106L LIGHT BOLLARD COLOR-BLACK SNOW REMOVAL SHALL BE TEMPORARILY STORED IN LANDSCAPE AREAS FOR REMOVAL OFF-SITE. 5 PARKING STALLS TO BE INCLUDED ALONG 29TH STREET (ACCOUNTED FOR IN OVERALL PARKING COUNT, THIS PAGE) 3 3 3 3 3 CROSSWALK REALIGNMENT, RESTRIPING AND NEW APS PUSH BUTTONS AT THE CORNER OF MINNETONKA BLVD AND TEXAS AVENUE SOUTH WILL BE INSTALLED AFTER THE STREET RECONSTRUCTION PROJECT. 3 58 TEXAS AVENUE SOUTH MINNETONKA BOULEVARD(COUNTY ROAD NO. 5)WEST 29TH STREETG G PROPOSED MULTI-FAMILY RESIDENTIAL BUILDING 5-STORY BUILDING AREA 99,606± S.F. BUILDING FOOTPRINT AREA 21,087± S.F GARAGE FFE: 917.66 MAIN FLOOR FFE: 929.00 WALK OUTS FFE: 929.50 WALK OUTS FFE: 917.66 PR. TOWNHOMES BLDG FOOTPRINT AREA 2,923± S.F GARAGE FFE:917.80 FIRST FLOOR FFE:918.30 PROPOSED TOWNHOMES BLDG FOOTPRINT AREA 6,161± S.F GARAGE FFE:917.80 FIRST FLOOR FFE: 918.30 928916 917 916 916 917 918 924923922 920 921 922 919 916917918 COCOD D D DD1.59%1.35%1.49%8.13%3.09%1.20%1.41%1.67%2.06%15.92%7.71%3:11.69%4.51% 0. 9 6 %6:13:11.83%5.95%3:15:16.85%3.91% 14.64%1.00%5.40% 4.59% 7.32%3.18%3.34%1.72%2.29%0.38%0.36%0.62% 1 . 4 1%1.79%0 . 6 2% 5.62%1.33%0.02%11.94%7.47%0.94%0.14%1.51%920925917 918919921922923924926927928916 9179189150.61%4.01%3.15%7.89%1.18% 5.19%5.16%9309319 3 0 928929ME:929.71 ME:915.91 ME:916.18 ME:918.23 ME:919.58 ME:930.65 ME:917.05ME:916.23 ME:921.62 ME:929.79 917.82 918.23 HP:917.19 LP:916.65 917.80 918.30 918.30 918.45 ME:914.76 FFE:918.30 ME:914.82 918.22 ME:914.84 FFE:918.30ME:914.86 917.67 ME:915.50 ME:917.03 918.24 ME:915.49 918.21 ME:915.39 918.24 ME:914.86 ME:915.14 918.12 FFE:918.33 918.91 FFE:922.28 928.94 FFE:929.00 FFE:929.00 929.38 917.52 FFE:917.66 T/G:916.32 926.74 ME:915.88 917.98 920.27 BW:920.29 BW:928.24 927.93 921.59 BW:919.65 924.86 BW:919.06 926.46 BW:920.97 928.66 FFE:929.50 931.71 T:919.66 927.72 930.68 FFE:929.00 ME:924.61ME:915.43 ME:916.72 ME:925.16 BW:926.26 928.78 LP:928.71 LP:928.95 LP:929.13 ME:931.30 930.44 FFE:917.66FFE:917.66 917.56 916.32 917.62 916.43 917.58 917.22 916.23 ME:923.33 T/G:930.80 918.10 917.94 917.59 T/G:917.38 928.91 917.66 917.78 T/G:916.23 918.52 919.03 ME:916.92 917.50 917.59 917.67 917.30 T/G:915.85 T/G:915.76 918.21 918.18 FFE:918.30 FFE:918.30 915.30 915.34 915.41 915.58 915.73 914.94 918.30 LP:917.00 917.81 917.79 ME:914.85 ME:914.70 FFE:918.30 ME:914.45 ME:914.96 ME:915.16 915.02 914.98 914.96 914.93 915.11 915.07 915.05 915.03 918.45 T/G:917.24 917.34 T/G:917.33 917.44917.90 917.80 916.63 929.00 929.38 ME:930.08 917.84 917.58 917.75 917.40 917.46 ME:917.10 917.63 916.97 917.03 T/G:915.89 915.79 915.95 915.92 918.24 929.00 919.93 921.70 923.40 928.91 925.79 ME:925.71 929.00 926.30 FFE:929.00 929.00 929.00 FFE:929.50 FFE:929.50 931.05 931.58 930.66 T/G:928.67 931.74 931.68 929.41 930.65 ME:930.26 930.40 930.50 FFE:929.00 FFE:918.33 928.78 928.07 918.61 918.61 918.55 918.63 919.13 ME:915.28 917.49 917.83 917.12 917.02 915.04 915.14 917.49 T/G:917.72 929.68 929.72 929.50 929.34 928.89 917.33 927.42 927.50 931.59 929.20 BEGIN VARIABLE HEIGHT WALL (5) 6-INCH STAIRS (6) 6-INCH STAIRS (6) 6-INCH STAIRS (6) 6-INCH STAIRS (6) 6-INCH STAIRS GRADE BREAK (3) 6-INCH STAIRS (4) 5-INCH STAIRS GRADE CHANG ALONG BUILDING GRADE CHANG ALONG BUILDING (5) 6-INCH STAIRS LP:929.06 T/G:931.11 929.63 929.69 T/G:928.188.00%928.96 928.90 928.60 7.33% (2) 5-INCH STAIRS ME:931.71 1.50%This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc. 2020 KIMLEY-HORN AND ASSOCIATES, INC.767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY-HORN.COMK:\Texas-Tonka Ave, St Louis Park, MN\3 Design\CAD\PlanSheets\C5-GRADING PLAN.dwg December 29, 2020 - 10:21pm©SHEET NUMBER PRELIMINARY-NOT FOR CONSTRUCTIONPRELIMINARYBYREVISIONSNo.DATE1CITY COMMENTS11/23/2020 EIS2CITY COMMENTS12/18/2020 EIS3CITY COMMENTS12/29/2020 EIS GRADING PLAN NOTES 1. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE CITY OF ST. LOUIS PARK, SPECIFICATIONS AND BUILDING PERMIT REQUIREMENTS. 2. CONTRACTOR TO CALL GOPHER STATE CALL ONE @ <1-800-252-1166> AT LEAST TWO WORKING DAYS PRIOR TO EXCAVATION/CONSTRUCTION FOR UTILITY LOCATIONS. 3. STORM SEWER PIPE SHALL BE AS FOLLOWS: RCP PER ASTM C-76 HDPE: 0" - 10" PER AASHTO M-252 HDPE: 12" OR GREATER PER ASTM F-2306 PVC SCH. 40 PER ASTM D-3034 STORM SEWER FITTINGS SHALL BE AS FOLLOWS: RCP PER ASTM C-76, JOINTS PER ASTM C-361, C-990, AND C-443 HDPE PER ASTM 3212 PVC PER ASTM D-3034, JOINTS PER ASTM D-3212 4. CONTRACTOR TO FIELD VERIFY THE LOCATIONS AND ELEVATIONS OR EXISTING UTILITIES AND TOPOGRAPHIC FEATURES PRIOR TO THE START OF SITE GRADING. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE PROJECT ENGINEER OF ANY DISCREPANCIES OR VARIATIONS. 5. SUBGRADE EXCAVATION SHALL BE BACKFILLED IMMEDIATELY AFTER EXCAVATION TO HELP OFFSET ANY STABILITY PROBLEMS DUE TO WATER SEEPAGE OR STEEP SLOPES. WHEN PLACING NEW SURFACE MATERIAL ADJACENT TO EXISTING PAVEMENT, THE EXCAVATION SHALL BE BACKFILLED PROMPTLY TO AVOID UNDERMINING OF EXISTING PAVEMENT. 6. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL HORIZONTAL AND VERTICAL CONTROL. 7. CONTRACTOR SHALL EXCAVATE DRAINAGE TRENCHES TO FOLLOW PROPOSED STORM SEWER ALIGNMENTS. 8. GRADES SHOWN ARE FINISHED GRADES. CONTRACTOR SHALL ROUGH GRADE TO SUBGRADE ELEVATION AND LEAVE STREET READY FOR SUBBASE. 9. ALL EXCESS MATERIAL, BITUMINOUS SURFACING, CONCRETE ITEMS, ANY ABANDONED UTILITY ITEMS, AND OTHER UNSTABLE MATERIALS SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE DISPOSED OF OFF THE CONSTRUCTION SITE. 10. REFER TO THE UTILITY PLAN FOR SANITARY SEWER MAIN, WATER MAIN SERVICE LAYOUT AND ELEVATIONS AND CASTING / STRUCTURE NOTATION. 11. CONTRACTOR IS RESPONSIBLE FOR CONSTRUCTION OF PAVEMENTS AND CURB AND GUTTER WITH SMOOTH UNIFORM SLOPES TO PROVIDE POSITIVE DRAINAGE. 12. INSTALL A MINIMUM OF 4" CLASS 5 AGGREGATE BASE UNDER CURB AND GUTTER AND CONCRETE SIDEWALKS. 13. UPON COMPLETION OF EXCAVATION AND FILLING, CONTRACTOR SHALL RESTORE ALL STREETS AND DISTURBED AREAS ON SITE. ALL DISTURBED AREAS SHALL BE RE-VEGETATED WITH A MINIMUM OF 4" OF TOPSOIL. 14. ALL SPOT ELEVATIONS/CONTOURS ARE TO GUTTER / FLOW LINE UNLESS OTHERWISE NOTED. 15. GRADING FOR ALL SIDEWALKS AND ACCESSIBLE ROUTES INCLUDING CROSSING DRIVEWAYS SHALL CONFORM TO CURRENT ADA STATE/NATIONAL STANDARDS. IN NO CASE SHALL ACCESSIBLE RAMP SLOPES EXCEED 1 VERTICAL TO 12 HORIZONTAL. IN NO CASE SHALL SIDEWALK CROSS SLOPES EXCEED 2% . IN NO CASE SHALL LONGITUDINAL SIDEWALK SLOPES EXCEED 5%. IN NO CASE SHALL ACCESSIBLE PARKING STALLS OR AISLES EXCEED 2% (1.5% TARGET) IN ALL DIRECTIONS. SIDEWALK ACCESS TO EXTERNAL BUILDING DOORS AND GATES SHALL BE ADA COMPLIANT. CONTRACTOR SHALL NOTIFY ENGINEER IMMEDIATELY IF ADA CRITERIA CANNOT BE MET IN ANY LOCATION PRIOR TO PAVING. NO CONTRACTOR CHANGE ORDERS WILL BE ACCEPTED FOR A.D.A COMPLIANCE ISSUES. 16. MAINTAIN A MINIMUM OF 0.5% GUTTER SLOPE TOWARDS LOW POINTS. 17. CONTRACTOR TO PROVIDE 3" INSULATION BY 5' WIDE CENTERED ON STORM PIPE IF LESS THAN 4' OF COVER IN PAVEMENT AREAS AND LESS THAN 3' OF COVER IN LANDSCAPE AREAS. 18. ROOF DRAIN INVERT CONNECTIONS AT THE BUILDING SHALL BE AT ELEVATION <XXX.XX> OR LOWER UNLESS NOTED OTHERWISE. REFERENCE MEP PLANS FOR ROOF DRAIN CONNECTION. 19. ALL STORM SEWER CONNECTIONS SHALL BE GASKETED AND WATER TIGHT INCLUDING MANHOLE CONNECTIONS. 20. ALL STORM SEWER PIPE SHALL BE AIR TESTED IN ACCORDANCE WITH THE CURRENT PLUMBING CODE. 21. MAINTAIN A MINIMUM OF 1.25% SLOPE IN BITUMINOUS PAVEMENT AREAS, 0.5% SLOPE IN CONCRETE PAVEMENT AREAS. 22. CONTRACTOR SHALL REVIEW PAVEMENT GRADIENT AND CONSTRUCT "INFALL CURB" WHERE PAVEMENT DRAINS TOWARD GUTTER, AND "OUTFALL" CURB WHERE PAVEMENT DRAINS AWAY FROM GUTTER. PROPOSED STORM SEWER PROPOSED STORM SEWER PROPERTY LINE EXISTING CONTOUR PROPOSED CONTOUR925 PROPOSED SPOT ELEVATION100.00 LEGEND PROPOSED HIGH POINT ELEVATION HP:0.0 PROPOSED LOW POINT ELEVATION PROPOSED GUTTER ELEVATION PROPOSED TOP OF CURB ELEVATION PROPOSED FLUSH PAVEMENT ELEVATION LP:0.0 G:0.00 T:0.00 PROPOSED EMERGENCY OVERFLOW T/G:0.0 EOF:0.0 0.0%PROPOSED DRAINAGE DIRECTION 0.00%PROPOSED ADA SLOPE ME:0.0 MATCH EXISTING ELEVATION PROPOSED STORM MANHOLE (SOLID CASTING) PROPOSED STORM MANHOLE (ROUND INLET CASTING) PROPOSED STORM MANHOLE/ CATCH BASIN (CURB INLET CASTING) PROPOSED STORM SEWER CLENOUT PROPOSED RIPRAP PROPOSED FLARED END SECTION CO D DATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION ANDTHAT I AM A DULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THE STATE OFMINNESOTA.MNLIC. NO.ALAN L. CATCHPOOL12/29/202047969PREPARED FORGRADING PLANC500TEXAS-TONKAREDEVELOPMENTTEXA TONKAAPARTMENTS LLCST. LOUIS PARKMNDATECHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECT16085200312/29/2020AS SHOWNEISEISALCNORTH3 59 TEXAS AVENUE SOUTH MINNETONKA BOULEVARD(COUNTY ROAD NO. 5)WEST 29TH STREETG G PROPOSED MULTI-FAMILY RESIDENTIAL BUILDING 5-STORY BUILDING AREA 99,606± S.F. BUILDING FOOTPRINT AREA 21,087± S.F GARAGE FFE: 917.66 MAIN FLOOR FFE: 929.00 WALK OUTS FFE: 929.50 WALK OUTS FFE: 917.66 PR. TOWNHOMES BLDG FOOTPRINT AREA 2,923± S.F GARAGE FFE:917.80 FIRST FLOOR FFE:918.30 PROPOSED TOWNHOMES BLDG FOOTPRINT AREA 6,161± S.F GARAGE FFE:917.80 FIRST FLOOR FFE: 918.30 DDD DDCOCO920925919921922923924926927928920 925 916 917 91 8 919 921 922 923 924 926 9 3 0 930 92992992 9915 915916916 916 916917917917 91 7 918 9 1 8 918 STORMWATER DETENTION SYSTEM - (6) 100' - 48" HDPE PIPES PIPE INVERTS: VAIRES (911.62 - 910.58) TOTAL SYSTEM VOLUME: 6,570 CF BIO CLEAN KRAKEN FILTER SYSTEM APPROX. SYSTEM FOOTPRINT 11'X17' IE:910.50 (E) IE: 907.50 (W) EX. STRM PIPE - 30" RCP STRM-105 CBMH 48" DIA. (CIR.) WITH 4' SUMP RE:916.65 IE:912.60 N IE:912.60 S IE:912.60 W STRM-107 CBMH 48" DIA. (CIR.) WITH 4' SUMP RE:917.50 IE:912.15 S IE:912.15 N STRM-104 STMH 48" DIA. CONNECT TO DENTNETION SYSTEM RE:916.91 IE:912.46 E IE:911.62 S IE:911.62 W IE:911.62 N STRM-106 CB 24"X36" RE:917.00 IE:913.74 S STRM-102 FILTER ACCESS MANHOLE, DESIGNED BY OTHERS RE:917.43 IE:907.50 E STRM-103 FILTER PRETREATMENT CHAMBER ACCESS, DESIGNED BY OTHERS RE:917.42 IE:910.50 S OCS-100 OTLET CONTROL STRUCTURE RE:917.44 IE:910.58 S IE:910.58 W IE:910.58 N CONNECT TO PR. ROOF DRAIN IE:910.93 E 12"x12"x12' WYE CONNECTION IE:912.79 N IE:910.79 W IE:910.79 E CONNECT TO PR. ROOF DRAIN IE:913.70 S STRM-101 STMH 48" DIA. RE:917.44 IE:907.24 W IE:907.24 N STRM-100 CORE DRILL AND CONNECT TO EX. CATCH BASIN MH RE:908.14 IE:906.50 SW IE: 906.40 - (EX. 18" RCP) 45° PIPE BEND IE:906.60 S IE:906.60 NE CONENCT TO PR. ROOF DRAIN IE:912.60 N 16 LF - 12" PVC @ 3.33% 7 LF - 12" PVC @ 2.00% 114 LF - 12" PVC @ 1.00% 45 LF - 12" HDPE @ 2.00% 11 LF - 12" HDPE @ 2.00% 34 LF - 18" HDPE @ 0.77% 83 LF - 18" HDPE @ 0.77% 13 LF - 18" HDPE @ 0.77% 45 LF - 12" PVC @ 1.00% STRM-200 STRM CO RE:917.85 IE:912.81 S IE:912.81 N 177 LF - 12" HDPE @ 3.34%STRM-201 STRM CO RE:926.10 IE:918.71 S IE:918.71 N STRM-202 12" NYLOPLAST INLINE DRAIN RE:924.80 IE:923.69 SW IE:923.69 N 149 LF - 12" HDPE @ 3.34% STRM-203 12" NYLOPLAST INLINE DRAIN RE:928.95 IE:924.90 W IE:924.24 E 21 LF - 12" HDPE @ 1.00% STRM-205 12" NYLOPLAST INLINE DRAIN RE:929.13 IE:925.53 E This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc. 2020 KIMLEY-HORN AND ASSOCIATES, INC.767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY-HORN.COMK:\Texas-Tonka Ave, St Louis Park, MN\3 Design\CAD\PlanSheets\C6-STRM SEWER PLAN.dwg December 29, 2020 - 10:22pm©SHEET NUMBER PRELIMINARY-NOT FOR CONSTRUCTIONPRELIMINARYBYREVISIONSNo.DATE1CITY COMMENTS11/23/2020 EIS2CITY COMMENTS12/18/2020 EIS3CITY COMMENTS12/29/2020 EIS GRADING PLAN NOTES 1. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE CITY OF ST. LOUIS PARK, SPECIFICATIONS AND BUILDING PERMIT REQUIREMENTS. 2. CONTRACTOR TO CALL GOPHER STATE CALL ONE @ <1-800-252-1166> AT LEAST TWO WORKING DAYS PRIOR TO EXCAVATION/CONSTRUCTION FOR UTILITY LOCATIONS. 3. STORM SEWER PIPE SHALL BE AS FOLLOWS: RCP PER ASTM C-76 HDPE: 0" - 10" PER AASHTO M-252 HDPE: 12" OR GREATER PER ASTM F-2306 PVC SCH. 40 PER ASTM D-3034 STORM SEWER FITTINGS SHALL BE AS FOLLOWS: RCP PER ASTM C-76, JOINTS PER ASTM C-361, C-990, AND C-443 HDPE PER ASTM 3212 PVC PER ASTM D-3034, JOINTS PER ASTM D-3212 4. CONTRACTOR TO FIELD VERIFY THE LOCATIONS AND ELEVATIONS OR EXISTING UTILITIES AND TOPOGRAPHIC FEATURES PRIOR TO THE START OF SITE GRADING. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE PROJECT ENGINEER OF ANY DISCREPANCIES OR VARIATIONS. 5. SUBGRADE EXCAVATION SHALL BE BACKFILLED IMMEDIATELY AFTER EXCAVATION TO HELP OFFSET ANY STABILITY PROBLEMS DUE TO WATER SEEPAGE OR STEEP SLOPES. WHEN PLACING NEW SURFACE MATERIAL ADJACENT TO EXISTING PAVEMENT, THE EXCAVATION SHALL BE BACKFILLED PROMPTLY TO AVOID UNDERMINING OF EXISTING PAVEMENT. 6. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL HORIZONTAL AND VERTICAL CONTROL. 7. CONTRACTOR SHALL EXCAVATE DRAINAGE TRENCHES TO FOLLOW PROPOSED STORM SEWER ALIGNMENTS. 8. GRADES SHOWN ARE FINISHED GRADES. CONTRACTOR SHALL ROUGH GRADE TO SUBGRADE ELEVATION AND LEAVE STREET READY FOR SUBBASE. 9. ALL EXCESS MATERIAL, BITUMINOUS SURFACING, CONCRETE ITEMS, ANY ABANDONED UTILITY ITEMS, AND OTHER UNSTABLE MATERIALS SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE DISPOSED OF OFF THE CONSTRUCTION SITE. 10. REFER TO THE UTILITY PLAN FOR SANITARY SEWER MAIN, WATER MAIN SERVICE LAYOUT AND ELEVATIONS AND CASTING / STRUCTURE NOTATION. 11. CONTRACTOR IS RESPONSIBLE FOR CONSTRUCTION OF PAVEMENTS AND CURB AND GUTTER WITH SMOOTH UNIFORM SLOPES TO PROVIDE POSITIVE DRAINAGE. 12. INSTALL A MINIMUM OF 4" CLASS 5 AGGREGATE BASE UNDER CURB AND GUTTER AND CONCRETE SIDEWALKS. 13. UPON COMPLETION OF EXCAVATION AND FILLING, CONTRACTOR SHALL RESTORE ALL STREETS AND DISTURBED AREAS ON SITE. ALL DISTURBED AREAS SHALL BE RE-VEGETATED WITH A MINIMUM OF 4" OF TOPSOIL. 14. ALL SPOT ELEVATIONS/CONTOURS ARE TO GUTTER / FLOW LINE UNLESS OTHERWISE NOTED. 15. GRADING FOR ALL SIDEWALKS AND ACCESSIBLE ROUTES INCLUDING CROSSING DRIVEWAYS SHALL CONFORM TO CURRENT ADA STATE/NATIONAL STANDARDS. IN NO CASE SHALL ACCESSIBLE RAMP SLOPES EXCEED 1 VERTICAL TO 12 HORIZONTAL. IN NO CASE SHALL SIDEWALK CROSS SLOPES EXCEED 2% . IN NO CASE SHALL LONGITUDINAL SIDEWALK SLOPES EXCEED 5%. IN NO CASE SHALL ACCESSIBLE PARKING STALLS OR AISLES EXCEED 2% (1.5% TARGET) IN ALL DIRECTIONS. SIDEWALK ACCESS TO EXTERNAL BUILDING DOORS AND GATES SHALL BE ADA COMPLIANT. CONTRACTOR SHALL NOTIFY ENGINEER IMMEDIATELY IF ADA CRITERIA CANNOT BE MET IN ANY LOCATION PRIOR TO PAVING. NO CONTRACTOR CHANGE ORDERS WILL BE ACCEPTED FOR A.D.A COMPLIANCE ISSUES. 16. MAINTAIN A MINIMUM OF 0.5% GUTTER SLOPE TOWARDS LOW POINTS. 17. CONTRACTOR TO PROVIDE 3" INSULATION BY 5' WIDE CENTERED ON STORM PIPE IF LESS THAN 4' OF COVER IN PAVEMENT AREAS AND LESS THAN 3' OF COVER IN LANDSCAPE AREAS. 18. REFERENCE MEP PLANS FOR ROOF DRAIN CONNECTION. 19. ALL STORM SEWER CONNECTIONS SHALL BE GASKETED AND WATER TIGHT INCLUDING MANHOLE CONNECTIONS. 20. ALL STORM SEWER PIPE SHALL BE AIR TESTED IN ACCORDANCE WITH THE CURRENT PLUMBING CODE. 21. MAINTAIN A MINIMUM OF 1.25% SLOPE IN BITUMINOUS PAVEMENT AREAS, 0.5% SLOPE IN CONCRETE PAVEMENT AREAS. 22. CONTRACTOR SHALL REVIEW PAVEMENT GRADIENT AND CONSTRUCT "INFALL CURB" WHERE PAVEMENT DRAINS TOWARD GUTTER, AND "OUTFALL" CURB WHERE PAVEMENT DRAINS AWAY FROM GUTTER. PROPERTY LINE EXISTING CONTOUR PROPOSED CONTOUR925 LEGEND DATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION ANDTHAT I AM A DULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THE STATE OFMINNESOTA.MNLIC. NO.ALAN M. CATCHPOOL12/29/202047969DATECHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECT16085200312/29/2020AS SHOWNEISEISALCNORTHPROPOSED STORM MANHOLE (SOLID CASTING) PROPOSED STORM SEWER PROPOSED STORM MANHOLE (ROUND INLET CASTING) PROPOSED STORM SEWER PROPOSED SANITARY SEWER PROPOSED WATERMAIN CO PROPOSED STORM MANHOLE/ CATCH BASIN (CURB INLET CASTING) PROPOSED STORM SEWER CLENOUT PROPOSED RIPRAP PROPOSED FLARED END SECTION D PREPARED FORSTORM SEWERPLANC600TEXAS-TONKAREDEVELOPMENTTEXA TONKAAPARTMENTS LLCST. LOUIS PARKMNSTORMWATER SUMMARY STORM EVENT PRE-DEVELOPED Q (CFS) POST- CONSTRUCTION Q (CFS) 2 YEAR 5.99 4.44 10 YEAR 9.63 6.22 100 YEAR 17.80 9.54 60 TEXAS AVENUE SOUTH MINNETONKA BOULEVARD(COUNTY ROAD NO. 5)WEST 29TH STREETG G PROPOSED MULTI-FAMILY RESIDENTIAL BUILDING 5-STORY BUILDING AREA 99,606± S.F. BUILDING FOOTPRINT AREA 21,087± S.F GARAGE FFE: 917.66 MAIN FLOOR FFE: 929.00 WALK OUTS FFE: 929.50 WALK OUTS FFE: 917.66 PR. TOWNHOMES BLDG FOOTPRINT AREA 2,923± S.F GARAGE FFE:917.80 FIRST FLOOR FFE:918.30 PROPOSED TOWNHOMES BLDG FOOTPRINT AREA 6,161± S.F GARAGE FFE:917.80 FIRST FLOOR FFE: 918.30 COCOCOCOCOCOCO SS-2 SS-3SS-4SS-6 SS-5SS-7SS-8 SS-7A SS-6A SS-5A SS-4A SS-2ASS-3A SS-12 SS-8A SS-9 PROPOSED 6"WATERLINESS-10 PR. STORM SYSTEM SEE SHEET C600 PR. 6" TAPPING SLEEVE AND VALVE PR. BLDG. CONNECTION (REF. MEP/ARCH PLANS) (TYP.) PR. 6" X 6" TEE 6" VALVE 6" VALVE F.H. ASSEMBLY PR. FIRE DEPARTMENT CONNECTION & 6" & 4" BLDG. CONNECTIONS (REF. MEP/ARCH PLANS) (TYP) PR. 6" 45° BEND 6" VALVE F.H. ASSEMBLY EXISTING FIRE HYDRANT 12.0' PR. 3" TAPPING SLEEVE AND VALVE PR. 4" TAPPING SLEEVE AND VALVE PR. 6" TAPPING SLEEVE AND VALVE 6" FIRE WTR LINE 20.0' PR. 3" DOMESTIC WTR LINE 9" VSP 12" WTR LINE SS-11 SS-13 PR. 4" FIRE WTR LINE PR. 4" TAPPING SLEEVE AND VALVE 12.4'7.0' 4" DOMESTIC WTR LINE 5.0' SANITARY SEWER SCHEDULE STRUCTURE NO. SS-2 SS-2A SS-3 SS-3A SS-4 SS-4A SS-5 SS-5A SS-6 SS-6A SS-7 SS-7A SS-8 SS-8A SS-9 SS-10 SS-11 SS-12 SS-13 STRUCTURE/ CASTING TYPE PROPOSED 6" x 4" - 45° WYE CONNECTION PROPOSED BUILD CONNECTION (REF MEP / ARCH PLANS) PROPOSED 6" x 4" - 45° WYE CONNECTION PROPOSED BUILD CONNECTION (REF MEP / ARCH PLANS) PROPOSED 6" x 4" - 45° WYE CONNECTION PROPOSED BUILD CONNECTION (REF MEP / ARCH PLANS) PROPOSED 6" x 4" - 45° WYE CONNECTION PROPOSED BUILD CONNECTION (REF MEP / ARCH PLANS) PROPOSED 6" x 4" - 45° WYE CONNECTION PROPOSED BUILD CONNECTION (REF MEP / ARCH PLANS) PROPOSED 6" x 4" - 45° WYE CONNECTION PROPOSED BUILD CONNECTION (REF MEP / ARCH PLANS) PROPOSED 6" x 6" - 45° WYE CONNECTION PROPOSED BUILD CONNECTION (REF MEP / ARCH PLANS) 48" SSWR MH CONNECT TO SANITARY SEWER 5' FROM BLDG. SEE MEP FOR CONTINUATION. CONNECT TO SANITARY SEWER 5' FROM BLDG. SEE MEP FOR CONTINUATION. PROPOSED 48" SSWR MH OVER EXISTING 9" VSP LINE PROPOSED 48" SSWR MH OVER EXISTING 9" VSP LINE RIM/GRATE ELEVATION 916.62 918.30 916.09 910.53 915.90 910.20 915.91 909.86 915.91 909.53 915.81 909.20 916.33 918.30 916.33 918.29 907.35 907.35 905.82 INVERT ELEVATION IN E 910.30 S 909.96 E 909.96 S 909.63 E 909.63 S 909.29 E 909.29 S 908.96 E 908.96 S 908.63 E 908.63 S 908.09 E 908.09 S 907.66 E 909.39 E 905.83 E 904.47 PIPE SIZE IN 4" 6" 4" 6" 4" 6" 4" 6" 4" 6" 4" 6" 4" 6" 6" 8" 6" PIPE SLOPE IN 2.00% 1.50% 2.00% 1.50% 2.00% 1.50% 2.00% 1.50% 2.00% 1.50% 2.00% 1.50% 2.00% 1.50% 2.00% 2.00% 2.00% INVERT ELEVATION OUT N 910.30 W 910.52 N 909.96 W 910.18 N 909.63 W 909.85 N 909.29 W 909.51 N 908.96 W 909.18 N 908.63 W 908.85 N 908.09 W 908.31 W 905.40 W 909.80 W 906.62 PIPE SIZE OUT 6" 4" 6" 4" 6" 4" 6" 4" 6" 4" 6" 4" 6" 4" 6" 6" 8" PIPE SLOPE OUT 1.50% 2.00% 1.50% 2.00% 1.50% 2.00% 1.50% 2.00% 1.50% 2.00% 1.50% 2.00% 1.50% 2.00% 2.00% 2.00% 2.00% PIPE MATERIAL PVC PVC PVC PVC PVC PVC PVC PVC PVC PVC PVC PVC PVC PVC PVC PVC PVC This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc. 2020 KIMLEY-HORN AND ASSOCIATES, INC.767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY-HORN.COMK:\Texas-Tonka Ave, St Louis Park, MN\3 Design\CAD\PlanSheets\C6-UTILITY PLAN.dwg December 29, 2020 - 10:22pmSHEET NUMBER PRELIMINARY-NOT FOR CONSTRUCTIONPRELIMINARYBYREVISIONSNo.DATE1CITY COMMENTS11/23/2020 EIS2CITY COMMENTS12/18/2020 EIS3CITY COMMENTS12/29/2020 EIS UTILITY PLAN NOTES 1. ALL FILL MATERIAL IS TO BE IN PLACE, AND COMPACTED BEFORE INSTALLATION OF PROPOSED UTILITIES. 2. SANITARY SEWER PIPE SHALL BE AS FOLLOWS: 8" PVC SDR35 PER ASTM D-3034, FOR PIPES LESS THAN 12' DEEP 8" PVC SDR26 PER ASTM D-3034, FOR PIPES MORE THAN 12' DEEP 6" PVC SCHEDULE 40 PER ASTM D-3034 DUCTILE IRON PIPE PER AWWA C150 3. WATER LINES SHALL BE AS FOLLOWS: 6" AND LARGER, PVC C-900 PER ASTM D 2241 CLASS 200 UNDER COUNTY ROADS, OTHERWISE CLASS 150 4" AND LARGER DUCTILE IRON PIPE PER AWWA C150 SMALLER THAN 3" PIPING SHALL BE COPPER TUBE TYPE "K" PER ANSI 816.22 OR PVC, 200 P.S.I., PER ASTM D1784 AND D2241. 4. MINIMUM TRENCH WIDTH SHALL BE 2 FEET. 5. ALL WATER JOINTS ARE TO BE MECHANICAL JOINTS WITH RESTRAINTS SUCH AS THRUST BLOCKING, WITH STAINLESS STEEL OR COBALT BLUE BOLTS, OR AS INDICATED IN THE CITY SPECIFICATIONS AND PROJECT DOCUMENTS. 6. ALL UTILITIES SHOULD BE KEPT TEN (10') APART (PARALLEL) OR WHEN CROSSING 18" VERTICAL CLEARANCE (OUTSIDE EDGE OF PIPE TO OUTSIDE EDGE OF PIPE OR STRUCTURE). 7. CONTRACTOR SHALL MAINTAIN A MINIMUM OF 7'-5" COVER ON ALL WATERLINES. 8.IN THE EVENT OF A VERTICAL CONFLICT BETWEEN WATER LINES, SANITARY LINES, STORM LINES AND GAS LINES, OR ANY OBSTRUCTION (EXISTING AND PROPOSED), THE SANITARY LINE SHALL BE SCH. 40 OR C900 WITH MECHANICAL JOINTS AT LEAST 10 FEET ON EITHER SIDE OF THE CENTER LINE OF THE CROSSING. THE WATER LINE SHALL HAVE MECHANICAL JOINTS WITH APPROPRIATE FASTENERS AS REQUIRED TO PROVIDE A MINIMUM OF 18" VERTICAL SEPARATION. MEETING REQUIREMENTS OF ANSI A21.10 OR ANSI 21.11 (AWWA C-151) (CLASS 50). 9. LINES UNDERGROUND SHALL BE INSTALLED, INSPECTED AND APPROVED BEFORE BACKFILLING. 10. TOPS OF MANHOLES SHALL BE RAISED AS NECESSARY TO BE FLUSH WITH PROPOSED PAVEMENT ELEVATIONS, AND TO BE ONE FOOT ABOVE FINISHED GROUND ELEVATIONS, IN GREEN AREAS, WITH WATERTIGHT LIDS. 11. ALL CONCRETE FOR ENCASEMENTS SHALL HAVE A MINIMUM 28 DAY COMPRESSION STRENGTH AT 3000 P.S.I. 12. EXISTING UTILITIES SHALL BE VERIFIED IN FIELD PRIOR TO INSTALLATION OF ANY NEW LINES. 13. REFER TO INTERIOR PLUMBING DRAWINGS FOR TIE-IN OF ALL UTILITIES. 14. CONTRACTOR IS RESPONSIBLE FOR COMPLYING TO THE SPECIFICATIONS OF THE CITY OF ST. LOUIS PARK AND/OR STATE OF MN WITH REGARDS TO MATERIALS AND INSTALLATION OF THE WATER AND SEWER LINES. 15. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES, AND WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANIES AT LEAST 72 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. 16. CONTRACTOR IS RESPONSIBLE FOR ALL NECESSARY INSPECTIONS AND/OR CERTIFICATIONS REQUIRED BY CODES AND/OR UTILITY SERVICE COMPANIES. 17. CONTRACTOR SHALL COORDINATE WITH ALL UTILITY COMPANIES FOR INSTALLATION REQUIREMENTS AND SPECIFICATIONS. 18. CONTRACTOR SHALL REFERENCE ARCH / MEP PLANS FOR SITE LIGHTING AND ELECTRICAL PLAN. 19. BACKFLOW DEVICES (DDCV AND PRZ ASSEMBLIES) AND METERS ARE LOCATED IN THE INTERIOR OF THE BUILDING. REF. ARCH / MEP PLANS. 20. ALL ONSITE WATERMAINS AND SANITARY SEWERS SHALL BE PRIVATELY OWNED AND MAINTAINED. 21. ALL WATERMAIN STUBOUTS SHALL BE MECHANICALLY RESTRAINED WITH REACTION BLOCKING. 22. A PERMIT IS REQUIRED FOR ALL UTILITIES TO WORK IN THE RIGHT OF WAY. CONTACT KAREN WALL AT 952-924-2548 TO OBTAIN A RIGHT OF WAY PERMIT. 23. CITY OF ST. LOUIS PARK UTILITIES DIVISION (952-924-2562) SHALL BE CONTACTED AT LEAST 48-HOURS PRIOR TO ANY WATER-SHUT OFFS, SEWER CONNECTIONS, EXCAVATIONS, OR ANY OTHER WORK RELATED TO THE CITY’S UTILITY SYSTEM. THE CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR PROTECTING THE EXISTING SANITARY SEWER AND STORM SEWER SYSTEM DURING CONSTRUCTION, INCLUDING THE COST OF REMOVING AND CLEANING OF ANY DEBRIS IN THE LINES BOTH DURING AND AFTER COMPLETION OF CONSTRUCTION. 24. THERE ARE A NUMBER OF UNKNOWN WATER SERVICE STUBS AND POTENTIAL SEWER STUBS GOING INTO THE VACANT LOTS. THESE STUBS ARE NOT DEPICTED ON THE PLANS HOWEVER, IF DISCOVERED, THEY NEED TO BE ABANDONED AT THE WATER MAIN. 25. EXISTING STREETLIGHTS WILL BE THE RESPONSIBILITY OF THE CONTRACTOR DURING CONSTRUCTION. IF THEY NEED TO BE REMOVED DURING CONSTRUCTION, THE CONTRACTOR WILL NEED TO REMOVE, STORE AND REINSTALL THEM IN THE LOCATION DEPICTED ON THE SITE PLAN WITH A NEW BASE. KEYNOTE LEGEND CONNECT TO EXISTING WATERMAIN WITH TAPPING SLEEVE AND VALVE PROPOSED 48" SSWR MH OVER EXISTING 9" VSP LINE NEW CONDUIT & WIRING FOR STREET LIGHTS (PER CITY SPECIFICATIONS) PROPOSED FIRE HYDRANT A B C D SANITARY SEWER MANHOLE STORM SEWER SANITARY SEWER WATERMAIN GATE VALVE HYDRANT TEE REDUCER UNDERGROUND ELECTRIC TELEPHONE GAS MAIN STORM SEWER LEGEND CO SANITARY CLEANOUTCO EXISTING PROPOSED NORTHDATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION ANDTHAT I AM A DULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THE STATE OFMINNESOTA.MNLIC. NO.ALAN L. CATCHPOOL12/29/202047969DATECHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECT16085200312/29/2020AS SHOWNEISEISALCPREPARED FORUTILITY PLANC700TEXAS-TONKAREDEVELOPMENTTEXA TONKAAPARTMENTS LLCST. LOUIS PARKMNA C B C C D D A A 3 3 61 LANDSCAPE LEGEND EXISTING DECIDUOUS TREE (TYP.) EXISTING CONIFEROUS TREE (TYP.) EXISTING SHRUB (TYP.) 6' HEIGHT WOOD FENCE (TYP.) ORNAMENTAL METAL FENCE (TYP.) EDGER (TYP.) APPROXIMATE LIMITS OF SOD / IRRIGATION, SOD ALL DISTURBED AREAS (TYP.) DECOMPOSED GRANITE (TYP.) GAS GRILL - INCLUDES SUPPLY LINE AND GAS TIMERS (TYP.) PICNIC TABLE (TYP.)MINNETONKA BOULEVARD(COUNTY ROAD NO. 5)TEXAS AVENUE SOUTH WEST 29TH STREETNO PARKING NO PARKING G G PROPOSED MULTI-FAMILY RESIDENTIAL BUILDING 5-STORY BUILDING AREA 99,606± S.F. BUILDING FOOTPRINT AREA 21,087± S.F GARAGE FFE: 917.66 MAIN FLOOR FFE: 929.00 WALK OUTS FFE: 929.50 WALK OUTS FFE: 917.66 PR. TOWNHOMES BLDG FOOTPRINT AREA 2,923± S.F GARAGE FFE:917.80 FIRST FLOOR FFE:918.30 PROPOSED TOWNHOMES BLDG FOOTPRINT AREA 6,161± S.F GARAGE FFE:917.80 FIRST FLOOR FFE: 918.30 3 - GNK2 - QUR1 - QUR 3 - SKY 2 - QUR 4 - SWS 1 - QUC 2 - RDL 2 - ALS 7 - SGM B A B A B A B A B A B A B B B A B A B A B A B B A C C C CC C C C C C C C C 3 - HCK 5 - SWO 6 - BOL LANDSCAPE ENLARGEMENT SOUTH1 L102 LANDSCAPE ENLARGEMENT NORTH1 L101 B C B C C CCCC B C B 4 - HCK 3 - TRI A LANDSCAPE KEYNOTES EDGER (TYP.) DOUBLE SHREDDED HARDWOOD MULCH (TYP.) SOD (TYP.) MAINTENANCE STRIP (TYP.) ANNUALS BY OWNER (TYP.) A B C D E OVERSTORY TREES CODE QTY BOTANICAL NAME COMMON NAME CONT CAL SIZE QUR 5 QUERCUS ROBUR X ALBA `JFS-KW2QX`SKINNY GENES OAK #10 CONT.2.5" CAL. CONIFEROUS TREE CODE QTY BOTANICAL NAME COMMON NAME CONT CAL SIZE SWS 4 PINUS CEMBRA SWISS STONE PINE B & B 6` HT. ORNAMENTAL TREE CODE QTY BOTANICAL NAME COMMON NAME CONT CAL SIZE ALS 2 AMELANCHIER X GRANDIFLORA `AUTUMN BRILLANCE`AUTUMN BRILLANCE SERVICEBERRY CLUMP B & B 6` HT. QUC 1 POPULUS TREMULOIDES QUAKING ASPEN CLUMP B & B 6` HT. OVERSTORY TREE CODE QTY BOTANICAL NAME COMMON NAME CONT CAL SIZE BOL 6 TILIA AMERICANA `BOULEVARD`BOULEVARD LINDEN B & B 2.5" CAL. GNK 3 GINKGO BILOBA `THE PRESIDENT` TM PRESIDENTIAL GOLD MAIDENHAIR B & B 2.5" CAL. HCK 7 CELTIS OCCIDENTALIS COMMON HACKBERRY B & B 2.5" CAL. RDL 2 TILIA AMERICANA `REDMOND`REDMOND AMERICAN LINDEN B & B 2.5" CAL. SGM 7 ACER X FREEMANII `SIENNA`SIENNA GLEN MAPLE B & B 2.5" CAL. SKY 3 GLEDITSIA TRIACANTHOS INERMIS `SKYCOLE` TM SKYLINE THORNLESS HONEY LOCUST B & B 2.5" CAL. SWO 5 QUERCUS BICOLOR SWAMP WHITE OAK B & B 2.5" CAL. TRI 3 ULMUS `MORTON GLOSSY`TRIUMPH ELM B & B 2.5" CAL. PERENNIALS CODE QTY BOTANICAL NAME COMMON NAME CONT SPACING SIZE KFG 32 CALAMAGROSTIS X ACUTIFLORA `KARL FOERSTER`KARL FOERSTER FEATHER REED GRASS #1 CONT 30" OC MSG 31 MISCANTHUS SINENSIS `SILBERFEDER`MISCANTHUS SILVER FEATHER GRASS #1 CONT 36" OC CONIFEROUS SHRUBS CODE QTY BOTANICAL NAME COMMON NAME CONT SPACING SIZE GOJ 16 JUNIPERUS VIRGINIANA `GREY OWL`GREY OWL JUNIPER #5 CONT.4` O.C. MDJ 8 JUNIPERUS SCOPULORUM `MEDORA`MEDORA JUNIPER #5 CONT.4` O.C. NOV 12 TAXUS CUSPIDATA `NOVA`NOVA YEW #5 CONT.4` O.C. SGJ 41 JUNIPERUS CHINENSIS `SEA GREEN`SEA GREEN JUNIPER #5 CONT.5` O.C. TAU 11 TAXUS X MEDIA `TAUNTONII`TAUTON YEW #5 CONT.5` O.C. WBM 9 PINUS MUGO `WHITE BUD`MUGO WHITE BUD PINE #5 CONT.3` O.C. DECIDUOUS SHRUBS CODE QTY BOTANICAL NAME COMMON NAME CONT SPACING SIZE ANH 17 HYDRANGEA ARBORESCENS `ANNABELLE`ANNABELLE HYDRANGEA #5 CONT.4` O.C. DOG 21 CORNUS SERICEA `CARDINAL`CARDINAL RED-TWIG DOGWOOD #5 CONT.5` O.C. GGD 9 CORNUS HESSEI `GARDEN GLOW`GARDEN GLOW DOGWOOD #5 CONT.5` O.C. JWS 6 SPIRAEA ALBIFLORA JAPANESE WHITE SPIREA #2 CONT.3` O.C. LDN 2 PHYSOCARPUS OPULIFOLIUS `DONNA MAY` TM LITTLE DEVIL NINEBARK #5 CONT.4` O.C. MOV 6 VIBURNUM LANTANA `MOHICAN`MOHICAN VIBURNUM #5 CONT.5` O.C. PJM 22 RHODODENDRON X `P.J.M. COMPACT`PJM COMPACT RHODODENDRON #5 CONT.4` O.C. RGD 9 CORNUS ALBA SIBIRICA `RED GNOME`RED GNOME DOGWOOD #5 CONT.4` O.C. PLANT SCHEDULE GROUND COVERS CODE QTY BOTANICAL NAME COMMON NAME CONT SIZE SPACING SPACING ALM 37 ALLIUM `MILLENIUM`MILLENIUM ALLIUM #1 CONT.14" O.C. 14" o.c. MNS 14 COREOPSIS VERTICILLATA `MOONBEAM`MOONBEAM COREOPSIS #1 CONT.18" O.C. 18" o.c. SWG 150 PANICUM VIRGATUM `HEAVY METAL`HEAVY METAL SWITCH GRASS #1 CONT.24" O.C. 24" o.c. PERENNIALS CODE QTY BOTANICAL NAME COMMON NAME CONT SIZE SPACING SPACING BES 28 RUDBECKIA FULGIDA `GOLDSTURM`BLACK-EYED SUSAN #1 CONT 18" OC 18" o.c. DAY 162 HEMEROCALLIS X `APRICOT SPARKLES`APRICOT SPARKLES DAYLILY #1 CONT.15" OC 15" o.c. FAS 40 ASTILBE X ARENDSII `FANAL`FANAL ASTILBE #1 CONT 15" OC 15" o.c. GVH 94 HAKONECHLOA MACRA `AUREOLA`GOLDEN VARIEGATED HAKONECHLOA #1 CONT 16" OC 16" o.c. MFG 12 MISCANTHUS SINENSIS `PURPURESCENS`MISCANTHUS FLAME GRASS #1 CONT 48" o.c. PDS 41 SPOROBOLUS HETEROLEPIS PRAIRIE DROPSEED #1 CONT 24" OC 24" o.c. PWW 47 ECHINACEA X `POW WOW WILDBERRY`POW WOW WILDBERRY CONEFLOWER #1 CONT 24" OC 24" o.c. RAS 46 ASTILBE JAPONICA `RHINELAND`RHINELAND ASTIBLE #1 CONT 15" OC 15" o.c. WBA 64 ASTER DUMOSUS `WOOD`S BLUE`WOOD`S BLUE ASTER #1 CONT 12" OC 12" o.c. WGB 42 BERGENIA CORDIFOLIA `WINTER GLOW`WINTER GLOW BERGENIA #1 CONT 18" OC 18" o.c. WLC 44 NEPETA X FAASSENII `WALKERS LOW`WALKERS LOW CATMINT #1 CONT 30" OC 30" o.c. ARTIFICAL TURF CODE QTY BOTANICAL NAME COMMON NAME CONT SIZE SPACING SPACING K9 715 SF ARTIFICAL TURF .K9 GRASS SYSTEM- CLASSIC ARTIFICAL TURF This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc. 2020 KIMLEY-HORN AND ASSOCIATES, INC.767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY-HORN.COMK:\Texas-Tonka Ave, St Louis Park, MN\3 Design\CAD\PlanSheets\L1-LANDSCAPE PLAN.dwg December 29, 2020 - 10:23pmSHEET NUMBER PRELIMINARY-NOT FOR CONSTRUCTIONPRELIMINARYBYREVISIONSNo.DATE1CITY COMMENTS11/23/2020 EIS2CITY COMMENTS12/18/2020 EIS3CITY COMMENTS12/29/2020 EISNORTHDATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION ANDTHAT I AM A DULY LICENSED PROFESSIONALLANDSCAPE ARCHITECT UNDER THE LAWS OFTHE STATE OF MINNESOTA.MNLIC. NO.RYAN A. HYLLESTED, PLA12/29/202053828PREPARED FORLANDSCAPE PLANL100TEXAS-TONKAREDEVELOPMENTTEXA TONKAAPARTMENTS LLCST. LOUIS PARKMNDATECHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECT16085200312/29/2020AS SHOWNSJBSJBRAHNORTHLANDSCAPE SUMMARY REQUIRED TREES-MULTIFAMILY: 119 TREES* = (100,232 GROSS FLOOR AREA APARTMENTS + 18,212 GROSS FLOOR AREA TOWNHOMES) / 1000 OR (WHICHEVER IS GREATER) 30 TREES*=1,451 L.F. SITE PERIMETER/50 PROVIDED TREES-MULTIFAMILY: 48 TREES *MINIMUM 25% DECIDUOUS & 25% CONIFEROUS, NO MORE THAN 30% ONE SPECIES. REQUIRED SHRUBS-MULTIFAMILY: 711 SHRUBS = ((100,232 GROSS FLOOR AREA APARTMENTS + 18,212 GROSS FLOOR AREA TOWNHOMES) / 1000) * 6 OR (WHICHEVER IS GREATER) 175 SHRUBS = (1451 L.F. SITE PERIMETER/50) *6 PROVIDED SHRUBS-MULTIFAMILY: 1,073 SHRUBS = 189 SHRUBS + 884 PERENNIALS REQUIRED SCREENING: BUILDINGS/ACCESSORY STRUCTURES TO RESIDENTIAL USES. OFF-STREET PARKING WITHIN 30' OF RESIDENTIAL & R.O.W. LOADING AND SERVICE AREA. OUTSIDE STORAGE & REFUSE HANDLING. MECHANICAL AND ANCILLARY EQUIPMENT. UTILITY SERVICE AND MAINTENANCE STRUCTURES. SCREENING-VEGETATION, FENCES, WALLS, BERMS, HEDGES, LANDSCAPE MATERIAL, OR A COMBINATION. PROVIDED SCREENING: BUILDINGS/ACCESSORY STRUCTURES TO RESIDENTIAL USES OFF-STREET PARKING WITHIN 30' OF RESIDENTIAL & R.O.W. LOADING AND SERVICE AREAS. OUTSIDE STORAGE & REFUSE HANDLING. MECHANICAL AND ANCILLARY EQUIPMENT. UTILITY SERVICE AND MAINTENANCE STRUCTURES. SCREENING- VEGETATION, FENCES, WALLS, BERMS, HEDGES, LANDSCAPE MATERIAL, OR A COMBINATION OF. ((A/B)-0.20) x C x A = D ((283/283)-0.20) x 1.5 x 283= 339.6 DIAMETER INCHES A = TOTAL DIAMETER INCHES OF SIGNIFICANT TREES LOST AS A RESULT OF LAND ALTERATION OR REMOVAL. (283 DIAMETER INCHES) B = TOTAL DIAMETER INCHES OF SIGNIFICANT TREES SITUATED ON THE LAND. (283 DIAMETER INCHES) C = TREE REPLACEMENT CONSTANT (1.5). D = REPLACEMENT TREES REQUIRED (NUMBER OF CALIPER INCHES). (339.6 DIAMETER INCHES) TREE REPLACEMENT PROVIDED: 85 DIAMETER INCHES= (4 CONIFEROUS TREES (6' HT.)* 2.5 CALIPER INCHES) + (3 ORNAMENTAL TREES (6' HT.)* 2.5 CALIPER INCHES ) + (27 OVERSTORY TREES * 2.5 CALIPER INCHES) (SEE LANDSCAPE PLAN) TREE MITIGATION DATA- PRIVATE TREE REMOVAL/ TREE REPLACEMENT REQUIRED: 109 DIAMETER INCHES TREE REPLACEMENT PROVIDED:35 DIAMETER INCHES= 14 PROPOSED STREET TRESS * 2.5 CALIPER INCHES (SEE LANDSCAPE PLAN) TREE MITIGATION DATA- PUBLIC 62 TEXAS AVENUE SOUTH MINNETONKA BOULEVARD(COUNTY ROAD NO. 5)WEST 29TH STREETNO PARKING NO PARKING G G PROPOSED MULTI-FAMILY RESIDENTIAL BUILDING 5-STORY BUILDING AREA 99,606± S.F. BUILDING FOOTPRINT AREA 21,087± S.F GARAGE FFE: 917.66 MAIN FLOOR FFE: 929.00 WALK OUTS FFE: 929.50 WALK OUTS FFE: 917.66 PR. TOWNHOMES BLDG FOOTPRINT AREA 2,923± S.F GARAGE FFE:917.80 FIRST FLOOR FFE:918.30 PROPOSED TOWNHOMES BLDG FOOTPRINT AREA 6,161± S.F GARAGE FFE:917.80 FIRST FLOOR FFE: 918.30 DORA - ROOF DECK DATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION ANDTHAT I AM A DULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THE STATE OFMINNESOTA.MNLIC. NO.------------This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc. 2020 KIMLEY-HORN AND ASSOCIATES, INC.767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY-HORN.COMK:\Texas-Tonka Ave, St Louis Park, MN\3 Design\CAD\Exhibits\DORA Exhibit.dwg December 29, 2020 - 10:23pm©SHEET NUMBER PRELIMINARY-NOT FOR CONSTRUCTIONPRELIMINARYBYREVISIONSNo.DATE1CITY COMMENTS11/23/2020 EIS2CITY COMMENTS12/18/2020 EIS3CITY COMMENTS12/29/2020 EISNORTHPREPARED FORDORA PLANL105TEXAS-TONKAREDEVELOPMENTTEXA TONKAAPARTMENTS LLCST. LOUIS PARKMNDATECHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECT16085200312/29/2020AS SHOWNEISEISALCDESIGNED OUTDOOR RECREATION AREA (DORA) LEGEND DATA TABLE PROPOSED DORA AREAS TOTAL LOT AREA: 79,060 SF DORA REQUIRED (12% LOT AREA): 9,487 SF DORA PROVIDED (17.1% GROSS BUILDING AREA): 13,550 SF= 12,785 SF+765 SF ROOF DECK (NOT SHOWN) 63 © 2020 DJR Architecture Minnetonka and Texas 19 -047.00 St. Louis Park, Minnesota 12.29.2020 14 9:00 AM SPRING/FALL EQUINOX MARCH 21 SUMMER SOLSTICE JUNE 21 WINTER SOLSTICE DECEMBER 22 12:00 PM 3:00 PM SHADOW STUDY SHADOW STUDY 64 © 2020 DJR Architecture Minnetonka and Texas 19 -047.00 St. Louis Park, Minnesota 12.29.2020 13 Checked By:Revisions# Date CommentsDate:12/15/202036x44 Drawn By: KFScale:1" = 40'These drawings are for conceptual use only and are not intended for construction. Fixture runs and quantities should be verified prior to order. Values represented are an approximation generated from manufacturers photometric inhouse or independent lab tests with data supplied by lamp manufacturers.Sales Agent:Texa TonkaSt Lois Park, MNLS952-3674-3 Scale: 1 inch= 16 Ft. MH: 107.943UDMH: 107.943UD MH: 122.397UDMH: 105.692UDMH: 105.692UDMH: 105.692UD MH: 120.833DDMH: 131.355DMH: 141.963DMH: 141.963MH: 131.355DMH: 120.833DMH: 141.963DMH: 131.441DDMH: 120.919MH: 141.963DMH: 131.441DDMH: 120.919MH: 105.692UDMH: 105.692UDMH: 105.606UDDMH: 141.963MH: 131.441DMH: 121.004D DMH: 97.459MH: 97.459DMH: 97.459D MH: 120.742DMH: 131.966DMH: 120.742DMH: 131.966DMH: 117.403UD MH: 117.403UDMH: 131.285DDMH: 120.794 MH: 117.215UD MH: 117.215UD MH: 96.197D MH: 108.299DMH: 107.879D MH: 141.734DDMH: 131.312MH: 120.889D MH: 121.869UDMH: 121.869UDMH: 110.397UDMH: 121.939UDMH: 141.874DDMH: 131.382MH: 120.819DMH: 141.804DMH: 131.312DMH: 120.959DMH: 109.348D MH: 109.348DMH: 121.939UDMH: 110.467UDMH: 131.382DDMH: 120.819DMH: 109.348MH: 109.348DMH: 120.819DMH: 131.382D MH: 97.946D DMH: 107.879 MH: 121.869UD MH: 121.869UD MH: 121.869UD DMH: 131.537 MH: 131.537D MH: 122.808UD MH: 107.397D MH: 107.397D MH: 107.397D UDMH: 122.338 MH: 122.338UDMH: 107.929D MH: 107.929D MH: 95.651DMH: 95.651DMH: 95.651D MH: 108.858DMH: 108.712DMH: 108.761DMH: 95.7DMH: 95.7D MH: 108.761D MH: 108.761DMH: 108.76DDMH: 108.76 MH: 95.699 D DMH: 95.699 MH: 95.381UD MH: 95.381UD MH: 95.381UD MH: 95.337UD MH: 95.294UD MH: 95.294UD MH: 95.294UDMH: 105.399UD MH: 105.355UD MH: 105.355UD MH: 95.705UD UDMH: 95.645 MH: 95.7UD MH: 105.361UD MH: 95.667UD MH: 95.607D DMH: 95.607 MH: 95.607UD MH: 108.938UD MH: 108.938UD MH: 108.938UD DMH: 95.567 DMH: 95.567 MH: 95.567D MH: 95.567D MH: 126.125P1MH: 120P1MH: 115P1 P1MH: 115MH: 115P1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 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 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.2 0.1 0.2 0.2 0.1 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.1 0.2 0.2 0.1 0.2 0.1 0.2 0.1 0.2 0.3 0.3 0.2 0.1 0.2 0.1 0.2 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 0.2 0.4 0.3 0.3 0.2 0.1 0.1 0.1 0.3 0.1 0.1 0.2 0.2 0.2 0.2 0.1 0.1 0.5 0.1 0.2 0.2 0.4 0.3 0.2 0.2 0.3 0.4 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.2 0.1 0.1 0.2 0.5 1.7 0.9 0.4 0.2 0.2 0.2 0.1 0.7 0.4 0.2 0.4 0.3 0.3 0.3 0.3 0.1 0.8 0.3 0.3 0.5 1.6 0.8 0.4 0.4 0.9 1.3 0.4 0.2 0.1 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 0.1 0.1 0.1 0.2 1.1 45.6 2.7 0.2 0.2 0.1 0.3 0.1 0.1 0.2 0.2 0.1 0.2 0.2 0.3 0.3 0.1 0.5 0.1 0.2 0.9 39.1 3.0 0.3 0.4 6.8 15.6 0.5 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.3 0.5 0.4 0.2 0.1 0.1 0.0 0.0 0.0 0.1 0.1 0.1 0.0 0.1 0.2 0.6 2.4 1.3 0.4 0.1 0.1 0.0 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.1 0.1 0.1 0.2 0.2 0.1 0.0 0.1 0.1 0.2 0.3 1.3 0.1 0.0 0.1 0.1 0.4 0.5 4.3 0.3 0.0 0.1 0.2 0.5 0.6 1.7 0.5 0.0 0.1 0.2 0.3 0.6 4.3 0.6 0.1 0.2 0.4 0.5 1.6 0.1 0.1 0.2 0.5 2.5 0.1 0.2 0.4 0.5 2.7 0.1 0.2 0.2 0.3 0.5 0.1 0.2 0.4 0.3 0.4 0.1 0.1 0.4 0.3 0.8 0.1 0.1 0.2 0.6 4.6 0.1 0.1 0.3 0.3 1.0 0.1 0.1 0.4 0.2 0.3 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.1 0.1 0.0 0.0 0.1 0.5 4.4 5.0 0.6 0.2 1.3 0.8 0.5 0.3 0.2 0.2 0.3 0.3 0.3 0.3 0.2 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.1 0.2 0.3 0.3 0.3 0.3 0.3 0.4 0.6 0.8 1.0 0.1 0.1 0.1 0.0 0.3 0.0 0.0 0.1 0.3 0.6 0.7 0.3 0.1 0.2 0.3 0.2 0.2 0.2 0.1 0.1 0.2 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 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.3 0.5 0.6 0.8 0.0 0.1 0.1 0.1 0.1 0.1 0.0 0.1 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.1 0.1 0.0 0.0 0.0 0.1 0.1 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.3 0.5 0.6 0.0 0.0 0.1 0.1 0.1 0.1 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 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 0.1 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 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.3 0.4 0.3 0.3 0.3 0.4 0.6 0.7 3.4 0.6 0.4 0.5 0.6 0.9 0.9 13.4 0.8 0.6 0.6 0.8 1.1 0.6 0.9 1.0 0.8 0.8 1.0 1.3 0.5 0.5 1.2 1.1 1.1 1.2 1.5 0.7 0.6 1.5 1.4 1.4 1.5 1.7 2.1 2.6 2.0 2.0 3.2 25.1 4.2 7.5 9.3 8.9 10.5 2.4 2.1 3.3 25.1 3.9 6.8 10.3 11.1 8.8 2.4 2.1 3.8 23.2 3.5 6.4 10.7 15.2 6.9 2.3 2.2 6.2 1.9 1.8 1.7 1.8 1.9 45.3 2.4 2.3 2.3 2.7 3.2 3.2 4.0 4.5 3.5 3.0 2.5 2.3 2.6 3.0 3.0 3.8 4.6 3.7 3.1 2.4 2.3 2.6 2.9 3.0 3.8 4.8 4.0 3.3 2.6 2.5 2.9 2.9 2.5 2.2 2.1 2.1 2.1 2.1 3.4 3.3 2.5 2.4 2.5 2.6 2.7 2.8 2.9 2.7 2.6 2.4 2.3 2.3 2.3 2.4 2.6 2.8 2.7 2.5 2.3 2.2 2.2 2.3 2.5 2.7 2.9 2.9 2.7 2.6 2.5 2.6 2.6 2.5 2.5 2.4 2.4 2.4 2.3 9.8 5.1 2.6 2.2 2.2 2.2 2.3 2.3 2.3 2.3 2.2 2.1 2.0 2.0 2.0 2.1 2.2 2.3 2.4 2.3 2.1 2.0 2.0 2.0 2.1 2.2 2.3 2.3 2.4 2.3 2.3 2.3 2.4 2.4 2.5 2.5 2.6 2.6 2.5 6.9 4.2 2.5 2.1 2.0 2.1 2.2 2.3 2.3 2.2 2.0 1.9 1.8 1.8 1.8 1.9 2.0 2.1 2.2 2.1 1.9 1.8 1.8 1.8 1.9 2.0 2.1 2.2 2.4 2.4 2.3 2.2 2.3 2.4 2.5 2.6 2.6 2.7 2.6 2.6 2.4 2.3 2.2 30.9 3.3 2.2 2.1 2.1 2.3 2.5 2.6 2.6 2.5 2.3 2.0 1.9 1.7 1.6 1.7 1.8 1.9 2.0 1.9 1.8 1.6 1.6 1.7 1.9 2.0 2.3 2.5 2.6 2.7 2.6 2.5 2.4 2.4 2.5 2.5 2.6 2.7 2.6 2.7 2.5 2.6 2.6 5.1 2.5 2.0 2.1 2.8 2.9 2.9 2.8 2.6 2.3 0.2 1.7 1.5 1.5 1.6 1.7 0.9 1.7 1.6 1.7 1.8 2.3 2.6 2.8 2.9 3.0 2.9 2.8 0.0 2.5 2.5 2.5 2.6 2.6 2.5 2.4 2.4 0.0 1.6 1.8 1.8 2.0 3.0 2.9 2.9 2.9 2.8 2.3 0.2 1.6 1.4 1.3 1.4 1.5 0.8 1.5 1.4 1.5 1.8 2.3 2.8 2.9 2.9 3.0 3.0 3.0 0.0 2.4 2.4 2.4 2.4 2.4 2.3 2.2 2.2 0.0 1.7 1.7 1.6 1.7 2.2 2.0 2.0 2.2 2.3 2.0 0.1 1.3 1.2 1.1 1.2 1.3 0.7 1.3 1.2 1.3 1.5 2.0 2.3 2.2 2.0 2.0 2.3 2.4 2.1 2.1 2.2 2.2 2.1 2.1 2.1 2.2 0.0 23.0 1.9 1.2 1.1 1.4 1.2 1.2 1.3 1.3 1.1 1.0 0.8 0.8 0.8 0.9 0.9 0.9 0.9 0.9 0.8 1.0 1.1 1.3 1.3 1.2 1.3 1.4 1.5 1.8 1.8 1.8 1.9 2.0 2.2 2.4 0.0 1.2 1.3 1.4 1.6 1.8 2.2 2.6 0.0 1.0 1.0 1.1 1.3 1.6 2.0 2.5 0.1 0.8 0.8 0.9 1.0 1.2 1.5 1.8 0.1 1.8 2.6 2.8 2.6 2.4 2.3 2.3 2.3 2.01.9 2.8 3.0 2.8 2.5 2.4 2.5 2.3 2.12.2 3.0 3.1 2.8 2.5 2.5 2.6 2.5 2.12.4 3.1 3.1 2.7 2.5 2.6 2.7 2.6 2.32.2 2.8 2.8 2.6 2.5 2.7 2.8 2.8 2.51.9 2.4 2.5 2.5 2.6 2.8 2.9 2.8 2.51.8 2.2 2.4 2.5 2.7 2.9 3.0 2.8 2.71.8 2.1 2.4 2.6 2.8 3.0 3.1 3.0 3.31.8 2.1 2.4 2.6 2.9 3.1 3.2 3.2 3.61.8 2.1 2.4 2.7 2.9 3.1 3.2 3.3 3.61.6 1.9 2.2 2.5 2.7 2.9 3.1 3.5 4.31.4 1.7 1.9 2.2 2.4 2.6 2.9 3.5 5.31.2 1.5 1.7 1.9 2.1 2.4 2.6 3.1 4.61.3 1.6 1.8 1.9 2.0 2.2 2.5 2.7 3.21.5 1.9 2.0 2.0 2.0 2.2 2.5 2.6 2.61.9 2.4 2.4 2.3 2.1 2.2 2.5 2.5 2.32.1 2.8 2.8 2.5 2.3 2.3 2.5 2.4 2.12.1 2.9 3.1 2.7 2.5 2.4 2.5 2.3 2.02.1 3.0 3.2 2.9 2.6 2.5 2.5 2.3 2.02.2 3.1 3.3 3.0 2.6 2.5 2.6 2.4 2.02.5 3.3 3.3 2.9 2.6 2.6 2.8 2.5 2.12.4 3.0 3.0 2.7 2.6 2.8 2.9 2.7 2.42.1 2.6 2.7 2.6 2.6 2.9 3.0 2.8 2.51.8 2.3 2.5 2.6 2.7 3.0 3.0 2.8 2.41.8 2.1 2.4 2.6 2.8 3.0 3.0 2.8 2.51.7 2.1 2.3 2.6 2.9 3.0 3.0 2.9 3.21.7 2.1 2.3 2.6 2.9 3.0 3.0 3.1 3.81.6 2.0 2.2 2.5 2.6 2.8 2.8 2.9 3.11.3 1.6 1.8 2.1 2.3 2.5 2.6 2.6 2.51.1 1.4 1.6 1.8 1.9 2.1 2.3 2.4 2.61.1 1.4 1.6 1.7 1.8 2.0 2.2 2.6 3.51.3 1.6 1.7 1.7 1.7 1.9 2.3 2.7 4.51.5 1.8 1.9 1.8 1.7 1.9 2.3 2.7 3.71.9 2.5 2.5 2.2 2.1 2.1 2.4 2.6 3.22.0 2.8 2.8 2.5 2.3 2.3 2.6 2.6 2.82.0 2.8 3.0 2.7 2.4 2.4 2.7 2.7 2.22.0 2.9 3.1 2.8 2.5 2.5 2.8 2.7 2.1 1.5 1.8 3.1 7.1 20.2 5.1 2.0 1.6 1.9 2.1 2.8 3.7 3.9 2.7 2.1 1.8 2.7 2.6 2.6 2.7 2.7 2.5 2.7 4.6 2.7 2.6 2.6 2.5 2.4 2.5 2.8 4.5 2.5 2.4 2.3 2.2 2.2 2.2 2.4 2.8 2.4 2.3 2.1 2.0 2.0 2.0 2.0 2.2 2.8 2.6 2.3 2.1 1.9 1.8 1.8 1.8 3.2 3.0 2.7 2.2 1.9 1.7 1.6 1.5 3.1 3.1 2.7 2.2 1.7 1.5 1.4 1.3 1.2 1.3 2.1 2.3 2.1 1.7 1.4 1.2 1.1 1.1 1.0 0.9 0.6 1.3 2.0 1.0 0.5 0.2 0.3 0.5 1.2 2.1 1.2 0.5 0.2 0.1 0.0 0.7 3.6 41.0 1.7 0.5 0.2 0.1 0.6 2.4 50.5 2.7 0.6 0.3 0.2 0.1 0.1 0.2 0.2 0.1 0.1 0.1 0.8 0.5 0.2 0.1 0.2 20.3 1.0 0.3 0.1 0.2 4.1 0.9 0.4 0.2 0.1 1.6 0.8 0.4 0.2 0.2 33.8 1.2 0.3 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.3 0.2 0.3 0.2 0.1 0.1 4.2 0.6 0.4 0.2 0.1 0.1 13.3 0.8 0.3 0.2 0.1 0.1 0.6 0.4 0.3 0.2 0.1 0.1 0.4 0.3 0.4 0.2 0.1 0.1 5.7 0.7 0.3 0.3 0.1 0.1 9.7 0.7 0.2 0.2 0.1 0.1 0.6 0.3 0.3 0.2 0.1 0.1 0.1 0.1 0.2 0.1 0.1 0.1 0.2 0.2 0.2 0.1 0.1 0.1 1.0 0.4 0.2 0.1 0.1 0.1 30.9 0.8 0.3 0.1 0.1 0.1 1.7 0.5 0.2 0.1 0.1 0.0 4.3 4.4 1.5 0.8 1.3 4.0 4.1 1.2 0.4 0.2 0.3 0.2 0.1 0.1 0.0 0.0 1.6 1.5 0.8 0.6 0.7 1.3 1.3 0.6 0.3 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.7 0.6 0.5 0.4 0.4 0.5 0.5 0.3 0.2 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.3 0.3 0.3 0.2 0.2 0.3 0.2 0.2 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.2 0.2 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.1 0.1 0.0 0.1 0.1 0.1 0.2 0.0 0.0 0.30.0 0.30.0 0.20.0 0.20.0 0.20.0 0.20.0 0.20.0 0.10.0 0.10.0 0.00.0 0.00.0 0.00.7 0.5 0.6 0.41.7 0.7 0.6 0.32.9 0.8 0.6 0.31.2 0.6 0.6 0.30.4 0.4 0.5 0.20.2 0.2 0.3 0.20.1 0.2 0.2 0.20.1 0.10.0 0.20.0 0.20.0 0.32.3 1.6 0.8 0.4 0.22.9 2.1 1.0 0.5 0.31.8 1.4 0.8 0.4 0.30.1 0.1 0.2 0.3 0.30.0 0.1 0.4 0.4 0.30.3 0.4 0.6 0.4 0.31.9 1.4 0.8 0.4 0.33.0 2.1 0.9 0.5 0.32.5 1.8 0.9 0.5 0.30.5 0.7 0.7 0.40.0 0.2 0.5 0.40.0 0.1 0.3 0.30.2 0.2 0.2 0.30.3 0.3 0.3 0.30.5 0.4 0.3 0.31.5 0.8 0.5 0.44.6 1.1 0.5 0.41.8 1.0 0.5 0.41.6 0.9 0.5 0.42.5 1.1 0.5 0.42.0 1.0 0.5 0.41.0 0.7 0.5 0.41.3 0.8 0.5 0.42.4 1.0 0.5 0.41.7 0.9 0.5 0.40.9 0.7 0.5 0.41.0 0.7 0.5 0.42.2 1.0 0.6 0.42.1 1.0 0.6 0.40.9 0.7 0.5 0.40.7 0.5 0.5 0.41.4 0.7 0.5 0.42.4 1.0 0.6 0.41.5 0.8 0.6 0.40.7 0.6 0.6 0.40.0 0.0 0.2 0.1 0.20.0 0.0 0.3 0.2 0.20.0 0.0 0.0 0.0 0.20.1 0.2 0.3 0.2 0.20.2 0.4 0.3 0.2 0.20.5 0.6 0.4 0.3 0.21.6 1.3 0.7 0.4 0.2 3.0 6.2 6.2 3.1 6.4 21.8 22.3 6.6 Arrangement Luminaire Schedule Symbol Qty Total WattsLum. Lumens LLF Description Lum. WattsLabel SLM-LED-18L-SIL-FT-40-70CRI-IL5P1 SINGLE 12044 148.5 742.50.900 0.90073DSINGLE C06-S-12W-Down 12.1 883.3972 0.950 C06-S-12W-Down-C06-S-12W-Up N.A.1064.8GROUPUD44N.A.Site 50.5 7.433.15 1.48 3.0 0.0Illuminance Calculation Summary N.A.N.A. Avg/Min 22.39.45 Max Typical Deck_Surface_1 FcIlluminance Max/MinLabelMin Fc Units AvgCalcType Checked By:Revisions# Date CommentsDate:12/22/202036x44 Drawn By: KFScale:1" = 40'These drawings are for conceptual use only and are not intended for construction. Fixture runs and quantities should be verified prior to order. Values represented are an approximation generated from manufacturers photometric inhouse or independent lab tests with data supplied by lamp manufacturers.Sales Agent:Texa TonkaSt Lois Park, MNLS952-3674-4 Scale: 1 inch= 16 Ft. MH: 107.943UDMH: 107.943UDMH: 122.397UDMH: 105.692UDMH: 105.692UDMH: 105.692UD DMH: 120.833DMH: 131.355DMH: 141.963DMH: 141.963MH: 131.355DMH: 120.833DMH: 141.963DDMH: 131.441MH: 120.919DMH: 141.963DDMH: 131.441MH: 120.919DMH: 105.692UDMH: 105.692UDMH: 105.606UDDMH: 141.963MH: 131.441DMH: 121.004D MH: 97.459DMH: 97.459DMH: 97.459D MH: 120.742DDMH: 131.966MH: 120.742DDMH: 131.966MH: 117.403UD MH: 117.403UDMH: 131.285DDMH: 120.794 MH: 117.215UD MH: 117.215UD MH: 96.197D MH: 108.299DMH: 107.879D MH: 141.734DMH: 131.312DMH: 120.889D MH: 121.869UDMH: 121.869UDMH: 110.397UDMH: 121.939UDMH: 141.874DMH: 131.382DMH: 120.819DMH: 141.804DMH: 131.312DMH: 120.959DMH: 109.348D MH: 109.348DMH: 121.939UDMH: 110.467UDMH: 131.382DMH: 120.819DDMH: 109.348MH: 109.348DMH: 120.819DMH: 131.382D MH: 97.946D DMH: 107.879 MH: 121.869UD MH: 121.869UD MH: 121.869UD MH: 131.537D MH: 131.537D MH: 122.808UD MH: 107.397D MH: 107.397D MH: 107.397D UDMH: 122.338 MH: 122.338UDMH: 107.929D MH: 107.929D MH: 95.651DMH: 95.651DDMH: 95.651 MH: 108.858DDMH: 108.712MH: 108.761DDMH: 95.7MH: 95.7D MH: 108.761D MH: 108.761DMH: 108.76DMH: 108.76D MH: 95.699D DMH: 95.699 MH: 95.381UD MH: 95.381UD MH: 95.337UD MH: 95.294UD UDMH: 95.294MH: 105.399UD MH: 105.355UD UDMH: 105.355 MH: 95.705UD MH: 95.645UD MH: 95.7UD UDMH: 105.361 MH: 95.667UD DMH: 95.607 DMH: 95.607 UDMH: 95.607 MH: 108.938UD MH: 108.938UD MH: 108.938UD DMH: 95.567 MH: 95.567D DMH: 95.567 MH: 95.567D MH: 126.125P1MH: 120P1MH: 115P1 MH: 115P1P1MH: 115 MH: 131.355D DMH: 131.355 MH: 95.294UD MH: 95.381UD 0.0 0.0 0.0 0.1 0.0 0.1 0.1 0.0 0.1 0.1 0.1 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.1 0.2 0.2 0.4 0.4 3.1 0.3 0.2 0.3 0.4 0.7 0.6 13.0 0.4 0.4 0.4 0.6 0.9 0.4 0.8 0.7 0.6 0.7 0.8 1.1 0.4 0.4 0.9 0.9 1.0 1.1 1.4 0.6 0.5 1.3 1.3 1.3 1.4 1.6 8.2 2.0 1.6 1.7 3.9 18.7 3.1 6.9 8.6 7.9 9.8 2.0 1.8 2.9 23.3 3.7 6.4 9.7 10.2 8.0 2.1 1.9 3.4 22.0 3.2 6.1 9.8 24.1 7.3 2.0 1.9 5.5 1.8 1.7 1.6 1.7 1.8 40.7 2.6 1.9 1.9 2.1 2.4 2.5 3.6 4.0 2.9 2.5 2.1 1.9 2.1 2.3 2.5 3.5 4.2 3.2 2.6 2.1 1.9 2.1 2.4 2.5 3.4 4.3 3.6 2.8 2.2 2.2 2.4 2.5 2.2 2.1 2.0 2.0 1.9 2.0 4.5 2.8 2.1 1.9 2.0 2.1 2.2 2.4 2.4 2.3 2.1 2.1 1.9 1.9 1.9 2.0 2.3 2.5 2.4 2.2 2.0 1.9 1.9 2.0 2.1 2.4 2.5 2.4 2.3 2.2 2.3 2.3 2.4 2.4 2.4 2.3 2.3 2.4 2.4 9.2 4.7 2.1 1.8 1.8 1.8 1.9 2.0 2.0 1.9 1.8 1.8 1.7 1.7 1.7 1.8 2.0 2.1 2.1 2.1 1.9 1.8 1.7 1.7 1.8 1.9 1.9 2.0 2.1 2.1 2.1 2.1 2.2 2.3 2.4 2.5 2.5 2.6 2.6 6.5 3.6 2.0 1.7 1.7 1.8 1.9 2.0 2.0 2.0 1.8 1.7 1.6 1.6 1.6 1.7 1.8 1.9 2.0 1.9 1.8 1.7 1.6 1.6 1.7 1.7 1.9 2.0 2.1 2.2 2.2 2.1 2.2 2.3 2.4 2.5 2.5 2.7 2.6 2.6 2.3 2.1 2.1 28.0 2.6 1.8 1.7 1.8 2.0 2.3 2.4 2.4 2.3 2.1 1.9 1.7 1.6 1.5 1.5 1.6 1.7 1.8 1.7 1.6 1.5 1.5 1.6 1.7 1.9 2.1 2.4 2.5 2.5 2.5 2.4 2.3 2.4 2.4 2.5 2.5 2.6 2.6 2.5 2.4 2.3 2.3 4.5 1.8 1.6 1.7 2.6 2.7 2.7 2.6 2.4 2.1 0.1 1.5 1.4 1.4 1.5 1.6 0.8 1.6 1.5 1.5 1.7 2.1 2.5 2.7 2.8 2.8 2.8 2.7 0.0 2.5 2.5 2.5 2.5 2.5 2.4 2.2 2.3 0.0 1.4 1.4 1.5 1.7 2.8 2.7 2.7 2.7 2.6 2.2 0.1 1.5 1.3 1.2 1.3 1.4 0.7 1.4 1.3 1.5 1.7 2.2 2.7 2.8 2.8 2.8 2.9 2.9 0.0 2.3 2.3 2.3 2.3 2.3 2.2 2.1 2.0 0.0 1.6 1.2 1.2 1.4 2.1 1.9 1.8 2.0 2.1 1.9 0.0 1.2 1.1 1.0 1.1 1.2 0.6 1.2 1.1 1.2 1.5 1.9 2.1 2.1 1.9 1.9 2.2 2.4 2.1 2.1 2.1 2.1 2.1 2.0 2.1 2.1 0.0 21.6 1.4 0.8 0.9 1.2 1.1 1.1 1.2 1.3 1.1 0.9 0.8 0.7 0.7 0.7 0.8 0.8 0.8 0.7 0.8 0.9 1.1 1.3 1.3 1.2 1.2 1.3 1.4 1.7 1.7 1.8 1.8 2.0 2.1 2.3 0.0 1.2 1.2 1.3 1.4 1.7 2.1 2.6 0.0 0.9 1.0 1.1 1.3 1.6 2.0 2.4 0.0 0.7 0.8 0.8 0.9 1.1 1.4 1.7 0.0 1.8 2.7 2.9 2.6 2.3 2.3 2.4 2.2 1.81.8 2.8 3.0 2.7 2.4 2.4 2.5 2.3 1.82.1 3.0 3.1 2.7 2.4 2.2 2.6 2.4 1.82.4 3.2 3.0 2.6 2.4 2.5 2.6 2.6 2.02.2 2.8 2.8 2.4 2.3 2.5 2.9 2.4 2.11.9 2.4 2.5 2.4 2.4 2.6 2.9 2.5 2.21.7 2.1 2.3 2.4 2.5 2.7 2.9 2.7 2.51.7 2.0 2.2 2.4 2.7 2.8 2.9 2.8 2.71.7 2.0 2.3 2.5 2.7 2.9 3.0 2.9 2.91.7 2.0 2.3 2.5 2.7 2.9 3.0 3.0 3.01.5 1.9 2.1 2.3 2.6 2.7 2.9 3.1 3.71.3 1.6 1.8 2.0 2.3 2.4 2.6 3.1 4.71.2 1.5 1.6 1.8 2.0 2.1 2.4 2.7 4.11.2 1.6 1.7 1.7 1.8 1.9 2.3 2.4 3.11.5 1.9 1.9 1.9 1.9 1.9 2.3 2.4 3.01.8 2.4 2.3 2.1 1.9 2.0 2.3 2.3 1.92.1 2.8 2.7 2.4 2.1 2.0 2.3 2.2 2.22.0 2.9 3.0 2.7 2.3 2.1 2.3 2.1 1.71.9 3.0 3.1 2.8 2.4 2.3 2.4 2.2 2.02.1 3.2 3.2 2.9 2.4 2.4 2.5 2.2 1.92.5 3.4 3.2 2.8 2.5 2.4 2.6 2.4 2.12.4 3.1 3.0 2.6 2.4 2.7 2.8 2.5 2.92.1 2.6 2.6 2.5 2.5 2.8 2.9 2.6 3.01.8 2.2 2.4 2.5 2.5 2.8 3.0 3.0 2.61.7 2.1 2.3 2.5 2.7 2.9 3.0 3.0 2.71.7 2.1 2.3 2.5 2.8 3.0 3.1 3.1 3.71.8 2.1 2.4 2.6 2.8 3.0 3.0 3.2 4.81.6 1.9 2.2 2.4 2.6 2.7 2.9 3.1 4.01.3 1.6 1.8 2.0 2.2 2.4 2.5 2.6 2.71.1 1.4 1.5 1.7 1.8 2.0 2.2 2.4 2.51.1 1.3 1.5 1.6 1.7 1.8 2.0 2.4 3.11.2 1.6 1.6 1.6 1.6 1.8 2.1 2.4 3.91.5 2.0 2.0 1.8 1.7 1.8 2.1 2.4 3.11.9 2.4 2.4 2.1 1.9 1.9 2.3 2.4 2.42.0 2.8 2.7 2.4 2.1 2.1 2.4 2.6 2.11.9 2.8 2.9 2.6 2.3 2.2 2.5 2.8 1.81.9 2.9 3.0 2.7 2.4 2.2 2.6 2.8 1.7 1.3 1.5 2.8 6.2 17.4 3.9 1.6 1.1 1.7 1.8 2.5 3.1 3.2 2.2 1.6 1.3 2.7 2.4 2.4 2.4 2.3 2.1 2.3 4.5 2.5 2.3 2.3 2.2 2.1 2.0 2.3 3.9 2.2 2.1 2.0 1.9 1.9 1.8 1.9 2.2 2.3 2.1 1.9 1.8 1.7 1.7 1.6 1.6 2.7 2.5 2.2 1.9 1.7 1.5 1.4 1.3 3.0 2.9 2.5 2.1 1.7 1.5 1.3 1.2 3.0 3.0 2.6 2.1 1.6 1.4 1.2 1.1 1.1 1.1 2.0 2.2 2.0 1.6 1.3 1.1 1.0 0.9 0.9 0.8 0.2 0.4 0.9 0.3 0.1 0.1 0.1 0.1 0.3 0.9 0.4 0.1 0.0 0.0 0.0 0.3 2.6 34.9 0.9 0.1 0.0 0.0 0.1 1.4 42.3 1.6 0.2 0.1 0.0 0.0 0.0 0.1 0.1 0.0 0.0 0.0 0.6 0.2 0.1 0.0 0.0 19.0 0.6 0.1 0.0 0.0 3.5 0.4 0.1 0.0 0.0 1.2 0.3 0.1 0.0 0.0 30.0 0.6 0.1 0.1 0.0 0.0 0.0 0.0 0.1 0.0 0.0 0.2 0.1 0.2 0.1 0.0 0.0 4.0 0.3 0.2 0.1 0.0 0.0 13.0 0.4 0.1 0.1 0.0 0.0 0.5 0.2 0.2 0.1 0.0 0.0 0.3 0.2 0.2 0.1 0.0 0.0 5.2 0.4 0.2 0.1 0.0 0.0 9.7 0.4 0.1 0.1 0.0 0.0 0.3 0.1 0.2 0.1 0.0 0.0 0.1 0.1 0.2 0.1 0.0 0.0 0.1 0.1 0.1 0.0 0.0 0.0 0.8 0.2 0.1 0.1 0.0 0.0 28.7 0.6 0.1 0.0 0.0 0.0 1.5 0.3 0.1 0.0 0.0 0.0 4.1 4.2 1.4 0.7 1.2 3.8 3.9 1.1 0.3 0.1 0.2 0.1 0.0 0.0 0.0 0.0 1.4 1.4 0.7 0.5 0.6 1.1 1.1 0.5 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.6 0.5 0.3 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 0.1 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 0.1 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 0.1 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.0 0.0 0.1 0.1 0.1 0.1 0.0 0.0 0.1 0.0 0.0 0.1 0.0 0.0 0.1 0.1 0.0 0.0 0.1 0.0 0.0 0.0 0.0 0.1 0.0 0.0 0.20.0 0.20.0 0.20.0 0.10.0 0.10.0 0.10.0 0.10.0 0.00.0 0.20.0 0.10.0 0.10.1 0.00.5 0.3 0.4 0.11.7 0.4 0.4 0.14.0 0.5 0.4 0.31.2 0.4 0.4 0.30.2 0.2 0.3 0.20.1 0.1 0.1 0.20.0 0.1 0.0 0.20.0 0.10.0 0.10.0 0.10.0 0.22.0 1.5 0.6 0.3 0.23.0 2.2 0.9 0.4 0.22.6 1.6 0.7 0.3 0.20.0 0.0 0.0 0.3 0.10.0 0.0 0.2 0.2 0.30.0 0.0 0.4 0.2 0.21.9 1.4 0.6 0.3 0.33.0 2.1 0.8 0.3 0.32.4 1.7 0.6 0.3 0.30.0 0.0 0.6 0.30.0 0.0 0.2 0.20.0 0.0 0.2 0.10.2 0.1 0.1 0.20.1 0.1 0.1 0.10.4 0.2 0.1 0.21.6 0.6 0.3 0.44.3 0.8 0.3 0.22.0 0.7 0.2 0.21.4 0.6 0.3 0.23.9 0.8 0.2 0.22.4 0.7 0.3 0.20.9 0.4 0.3 0.31.2 0.5 0.3 0.24.1 0.7 0.2 0.21.9 0.5 0.2 0.20.6 0.4 0.2 0.10.7 0.4 0.2 0.23.2 0.7 0.3 0.32.9 0.6 0.2 0.10.8 0.4 0.2 0.20.4 0.3 0.3 0.11.4 0.4 0.3 0.24.3 0.6 0.4 0.11.6 0.5 0.5 0.10.5 0.3 0.4 0.10.0 0.0 0.1 0.1 0.20.0 0.0 0.2 0.1 0.20.0 0.0 0.0 0.0 0.20.0 0.1 0.2 0.1 0.10.1 0.3 0.2 0.1 0.10.6 0.6 0.4 0.2 0.11.6 1.2 0.6 0.3 0.1 3.0 6.2 6.2 3.0 6.4 20.2 20.5 6.5 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 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 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 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.0 0.0 0.0 0.1 0.0 0.1 0.1 0.1 0.0 0.0 0.1 0.1 0.1 0.0 0.1 0.1 0.1 0.0 0.0 0.1 0.1 0.1 0.0 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.4 0.5 0.4 0.2 0.2 0.1 0.1 0.5 0.5 0.4 0.2 0.1 0.6 0.5 0.1 0.3 0.5 0.5 0.4 0.4 0.5 0.6 0.1 0.2 0.1 0.5 0.5 0.4 0.2 0.1 0.5 0.4 0.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.0 0.0 0.0 0.1 0.2 1.0 0.6 0.7 0.5 0.2 0.1 0.4 1.2 0.3 0.2 0.3 1.1 0.4 0.1 0.1 0.5 1.2 0.3 0.2 0.3 0.9 0.4 0.1 0.2 0.6 0.7 0.2 0.1 0.0 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 0.0 0.0 0.0 0.1 0.7 56.2 2.0 16.7 5.3 0.3 0.2 1.8 52.1 0.7 0.1 0.4 30.0 3.4 0.2 0.2 3.1 31.9 0.5 0.1 0.6 45.5 2.2 0.2 0.2 5.7 14.5 0.3 0.0 0.0 0.4 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.3 1.4 0.7 0.1 0.0 0.0 0.1 0.0 0.0 0.0 0.0 0.1 0.0 0.1 0.0 0.0 0.1 0.1 0.2 0.0 0.6 0.0 0.1 0.0 0.1 0.8 0.0 1.7 0.0 0.1 0.2 0.2 2.8 0.1 0.8 0.0 0.1 0.3 0.2 0.8 0.4 0.9 0.0 0.1 0.1 0.2 2.8 1.8 0.0 0.1 0.2 0.5 1.4 0.0 0.1 0.0 0.2 1.4 0.0 0.1 0.2 0.5 2.1 0.0 0.1 0.1 0.1 0.3 0.1 0.1 0.3 0.1 0.2 0.1 0.1 0.2 0.2 0.5 0.1 0.1 0.0 0.3 3.2 0.0 0.1 0.2 0.2 0.6 0.0 0.1 0.2 0.1 0.1 0.0 0.1 0.0 0.0 0.0 0.0 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.2 3.2 3.7 0.3 0.1 1.0 0.4 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0.1 0.1 0.0 0.1 0.1 0.1 0.0 0.0 0.0 0.1 0.1 0.1 0.0 0.1 0.1 0.2 0.2 0.3 0.3 0.3 0.3 0.3 0.5 0.7 0.9 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.2 0.1 0.0 0.1 0.1 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 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.3 0.6 0.8 0.0 0.0 0.0 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 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 0.4 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 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.2 0.3 0.4 0.4 0.5 0.4 0.4 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.4 0.4 0.4 0.5 0.5 0.4 0.4 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.4 0.4 0.4 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 0.3 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.1 0.1 0.1 0.1 0.0 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 0.0 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 0.0 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 0.0 0.0 0.0 0.0 0.0 0.0 0.0 44 1064.8GROUPN.A.0.950 C06-S-12W-Down-C06-S-12W-UpUD N.A. 5 Luminaire Schedule Symbol Qty Label Arrangement Lum. Lumens LLF Description Lum. Watts Total Watts 742.5SINGLE120440.900 SLM-LED-18L-SIL-FT-40-70CRI-ILP1 148.5 0.90075DSINGLE C06-S-12W-Down 12.1 907.5972 Max/Min N.A.N.A.0.0 Avg/MinMin Calculation Summary 56.2FcIlluminance UnitsLabel Site Avg 3.0 3.00 CalcType 6.83Typical Deck_Surface_1 1.32 Illuminance Fc 9.00 20.5 Max PHONOMETRIC PLAN PHOTOMETRIC PLANS - LUMA SALES 65 © 2020 DJR Architecture Minnetonka and Texas 19 -047.00 St. Louis Park, Minnesota 12.29.2020 16 TOWNHOMES- FLOOR PLANS (TOWNHOMES) FLOOR PLANS - LEVELS 1& 2 22BBRR 22BBRR GGAARRAAGGEE GGAARRAAGGEE 11BBRR FFLLAATT GGAARRAAGGEE GGAARRAAGGEE GGAARRAAGGEE GGAARRAAGGEE GGAARRAAGGEE GGAARRAAGGEE GGAARRAAGGEE 22BBRR22BBRR22BBRR22BBRR22BBRR22BBRR22BBRR CCIIRRCCUULLAATTIIOONN77'-0"157'-0"26'-0"5'-10 1/2"22'-3"22'-10 1/2"22'-10"22'-3"22'-3"22'-3"22'-3"22'-3"22'-11" 1 2 3 4 56789 10 40'-0" MIN 18'-0"38'-0"20'-0"TYP 21'-4 1/2" 6'-0"TYP21'-4 1/2"EVC 9 ELECTRIC VEHICLE CHARGING -LEVEL 1 EVC EVC EVC EVC EVC EVC EVC EVC Copyright 2020 DJR Architecture, Inc. ARCHITECTURAL FLOOR PLANS Minnetonka & Texas, St. Louis Park, MN Texa Tonka 19-047 10/04/17 RReennttaabbllee AArreeaa LLeeggeenndd 1 BR FLAT 2 BR FLAT 2 BR TNHM 2BR CIRCULATION GARAGE 395 SF 2BR 400 SF 2BR 400 SF 2BR 390 SF 2BR 390 SF 2BR 400 SF 2BR 485 SF GARAGE 430 SF GARAGE 425 SF GARAGE 395 SF 2BR 475 SF GARAGE 475 SF GARAGE 465 SF GARAGE 465 SF GARAGE 465 SF GARAGE 480 SF GARAGE 450 SF 2BR 440 SF 2BR 945 SF 1 BR FLAT 1 2 45 67 8 9 10 3 215 SF CIRCULATION 875 SF 2 BR TNHM 895 SF 2 BR TNHM 890 SF 2 BR TNHM 890 SF 2 BR TNHM 890 SF 2 BR TNHM 895 SF 2 BR TNHM 880 SF 2 BR TNHM 1 880 SF 2 BR TNHM 900 SF 2 BR TNHM 2 11 45 6 7 8 9 10 950 SF 2BR RReennttaabbllee AArreeaa LLeeggeenndd 1 BR FLAT 2 BR FLAT 2 BR TNHM 2BR CIRCULATION GARAGE 220 SF CIRCULATION Copyright 2020 DJR Architecture, Inc. PLANS AND MATRIX Minnetonka & Texas, St. Louis Park, MN Texa Tonka 19-047 01/17/20 1" = 20'-0" FFLLOOOORR PPLLAANN --LLEEVVEELL 11 1" = 20'-0" FFLLOOOORR PPLLAANN --LLEEVVEELL 22 Typical Townhome Square footage Garage 460 sf 1st floor 400 sf 2nd floor 890 sf Total 1,750 sf w/o garage 1,290 sf Total 18 stalls Townhome Parking AARREEAA SSCCHHEEDDUULLEE ((GGRROOSSSS)) NNaammee LLeevveell AArreeaa 1 BR FLAT LEVEL 1 948 SF 2BR LEVEL 1 3,674 SF CIRCULATION LEVEL 1 220 SF GARAGE LEVEL 1 4,183 SF LLEEVVEELL 11 99,,002255 SSFF 2 BR TNHM LEVEL 2 8,013 SF 2BR LEVEL 2 953 SF CIRCULATION LEVEL 2 222 SF LLEEVVEELL 22 99,,118877 SSFF GGrraanndd ttoottaall 1188,,221122 SSFF AARREEAA SSCCHHEEDDUULLEE ((RREENNTTAABBLLEE)) NNaammee LLeevveell AArreeaa CCoouunntt 1 BR FLAT LEVEL 1 948 SF 11 2BR LEVEL 1 3,674 SF 99 LLEEVVEELL 11:: 1100 44,,662222 SSFF 2BR LEVEL 2 953 SF 11 LLEEVVEELL 22:: 11 995533 SSFF GGrraanndd ttoottaall:: 1111 55,,557755 SSFF AARREEAA SSCCHHEEDDUULLEE ((UUnniitt CCoouunntt)) NNaammee AArreeaa CCoouunntt 1 BR FLAT 948 SF 11 11 994488 SSFF 2BR 4,628 SF 1100 1100 44,,662288 SSFF GGrraanndd ttoottaall:: 1111 55,,557755 SSFF 10 11 12 13 14 15 16 17 18 19 20 21 22 66 © 2020 DJR Architecture Minnetonka and Texas 19 -047.00 St. Louis Park, Minnesota 12.29.2020 17 TOWNHOMES- FLOOR PLANS (TOWNHOMES) FLOOR PLANS - LEVELS 1& 2 22BBRR 22BBRR 22BBRR--FFLLAATT 22BBRR 22BBRR 22BBRR 22BBRR 22BBRR 22BBRR 22BBRR 1 2 3 4 56789 1077'-0"157'-0"26'-0"5'-10 1/2"22'-3"22'-10 1/2"22'-10"22'-3"22'-3"22'-3"22'-3"22'-3"22'-11" CCIIRRCCUULLAATTIIOONN Copyright 2020 DJR Architecture, Inc. ARCHITECTURAL FLOOR PLANS Minnetonka & Texas, St. Louis Park, MN Texa Tonka 19-047 02/15/20 67 © 2020 DJR Architecture Minnetonka and Texas 19 -047.00 St. Louis Park, Minnesota 12.29.2020 18 LEVEL 1 100' -0" LEVEL 2 110' -9 7/8" TRUSS BEARING 119' -11" TOP OF PARAPET 123' -8"23'-8"10'-9 7/8"9'-1 1/8" 3'-9" CLASS II-PRE-FINISHED MTL SIDING CLASS I-GLASS CLASS I-BRICK CLASS II-FIBER CEMENT SIDING MTL OVERHEAD DOOR CLASS II-PRE-FINISHED METAL LEVEL 1 100' -0" LEVEL 2 110' -9 7/8" TRUSS BEARING 119' -11" TOP OF PARAPET 123' -8"23'-8"3'-9"9'-1 1/8"10'-9 7/8"CLASS II: PRE-FINISHED METAL CLASS I: BRICK CLASS II: PRE-FINISHED MTL SIDING CLASS I: GLASS METAL BALCONY LEVEL 1 100' -0" LEVEL 2 110' -9 7/8" TOP OF PARAPET 123' -8"23'-8"12'-10 1/8"10'-9 7/8"METAL CANOPY CLASS I: BRICK METAL BALCONY CLASS II-PRE-FINISHED MTL SIDING CLASS II-FIBER CEMENT SIDING LEVEL 1 100' -0" LEVEL 2 110' -9 7/8" TRUSS BEARING 119' -11" TOP OF PARAPET 123' -8"23'-8"3'-9"9'-1 1/8"10'-9 7/8"CLASS I -BRICK CLASS I -GLASS METAL BALCONY CLASS II-PRE-FINISHED METAL CLASS II -PRE-FINISHED MTL SIDING CLASS II-FIBER CEMENT SIDING LEVEL 1 100' -0" LEVEL 2 110' -9 7/8" TRUSS BEARING 119' -11" TOP OF PARAPET 123' -8"23'-8"3'-9"9'-1 1/8"10'-9 7/8"CLASS II -PREFINISHED MTL SIDING CLASS I-BRICK CLASS I-GLASS CLASS II-FIBER CEMENT SIDING WALKWAY A B D E F G LEVEL 1 100' -0" LEVEL 2 110' -9 7/8" TRUSS BEARING 119' -11" TOP OF PARAPET 123' -8"23'-8"3'-9"9'-1 1/8"10'-9 7/8"CLASS I-BRICK CLASS I-GLASS WALKWAY Copyright 2019 DJR Architecture, Inc.CC BB AADD 44 33 22 11 333 Washington Ave N, Suite 210 Minneapolis, Minnesota 55401 612.676.2700 www.djr-inc.com Issue:Date: Project #: Date: Drawn by: Checked by: NOT FOR CONSTRUCTION NOT FOR CONSTRUCTIONEEFF 55 A200EXTERIOR ELEVATIONSMinnetonka & Texas, St. Louis Park, MN19-047 01/28/15 Author Checker Texa Tonka1/8" = 1'-0"D4 EEXXTTEERRIIOORR EELLEEVVAATTIIOONN EE 1/8" = 1'-0"F4 EEXXTTEERRIIOORR EELLEEVVAATTIIOONN FF 1/8" = 1'-0"E3 EEXXTTEERRIIOORR EELLEEVVAATTIIOONN AA 1/8" = 1'-0"C1 EEXXTTEERRIIOORR EELLEEVVAATTIIOONN BB 1/8" = 1'-0"C2 EEXXTTEERRIIOORR EELLEEVVAATTIIOONN DD MATERIAL CALC- EXTERIOR ELEVATION E MATERIAL AREA PERCENTAGE CLASS I: BRICK 1,706.4 41% CLASS I: GLASS 562.81 13% CLASS II: FIBER CEMENT SIDING 1,430.46 34% CLASS II: PRE-FINISHED MTL SIDING 490.8 12% Grand total MATERIAL CALC- EXTERIOR ELEVATION A MATERIAL AREA PERCENTAGE CLASS I: BRICK 1,501.57 34% CLASS I: GLASS 1,284.89 29% CLASS II: FIBER CEMENT SIDING 667.93 15% CLASS II: PRE-FINISHED METAL 193.28 4% CLASS II: PRE-FINISHED MTL SIDING 784.14 18% Grand total MATERIAL CALC- EXTERIOR ELEVATION B MATERIAL AREA PERCENTAGE CLASS I: BRICK 613.97 35% CLASS I: GLASS 563.64 32% CLASS II: FIBER CEMENT SIDING 349.22 20% CLASS II: PRE-FINISHED METAL 78.13 4% CLASS II: PRE-FINISHED MTL SIDING 160.77 9% Grand total MATERIAL CALC- EXTERIOR ELEVATION F MATERIAL AREA PERCENTAGE CLASS I: BRICK 528.23 58% CLASS I: GLASS 100 11% CLASS II: PRE-FINISHED METAL 30 3% CLASS II: PRE-FINISHED MTL SIDING 255.25 28% Grand total MATERIAL CALC- EXTERIOR ELEVATION D MATERIAL AREA PERCENTAGE CLASS I: BRICK 582.62 38% CLASS I: GLASS 223.89 15% CLASS II: FIBER CEMENT SIDING 275.79 18% CLASS II: PRE-FINISHED MTL SIDING 457.59 30% Grand total 54%CLASS I: 46%CLASS II: 63 %CLASS I: 37 %CLASS II: 53 %CLASS I: 47 %CLASS II: 67 %CLASS I: 33 %CLASS II: 68 %CLASS I: 32 %CLASS II: 65 %CLASS I: 35 %CLASS II: 1" = 30'-0"1 KKeeyy PPllaann--EElleevvaattiioonnss 1/8" = 1'-0"2 EEXXTTEERRIIOORR EELLEEVVAATTIIOONN GG MATERIAL CALC- EXTERIOR ELEVATION G MATERIAL AREA PERCENTAGE CLASS I: BRICK 540.49 60% CLASS I: GLASS 70 8% CLASS II: PRE-FINISHED METAL 29.93 3% CLASS II: PRE-FINISHED MTL SIDING 267.39 29% Grand total (TOWNHOMES) ELEVATIONS EXTERIOR ELEVATION E EXTERIOR ELEVATION A LEVEL 1 100' -0" LEVEL 2 110' -9 7/8" TRUSS BEARING 119' -11" TOP OF PARAPET 123' -8"23'-8"10'-9 7/8"9'-1 1/8"3'-9"CLASS II-PRE-FINISHED MTL SIDING CLASS I-GLASS CLASS I-BRICK CLASS II-FIBER CEMENT SIDING MTL OVERHEAD DOOR CLASS II-PRE-FINISHED METAL LEVEL 1 100' -0" LEVEL 2 110' -9 7/8" TRUSS BEARING 119' -11" TOP OF PARAPET 123' -8"23'-8"3'-9"9'-1 1/8"10'-9 7/8"CLASS II: PRE-FINISHED METAL CLASS I: BRICK CLASS II: PRE-FINISHED MTL SIDING CLASS I: GLASS METAL BALCONY LEVEL 1 100' -0" LEVEL 2 110' -9 7/8" TOP OF PARAPET 123' -8"23'-8"12'-10 1/8"10'-9 7/8"METAL CANOPY CLASS I: BRICK METAL BALCONY CLASS II-PRE-FINISHED MTL SIDING CLASS II-FIBER CEMENT SIDING LEVEL 1 100' -0" LEVEL 2 110' -9 7/8" TRUSS BEARING 119' -11" TOP OF PARAPET 123' -8"23'-8"3'-9"9'-1 1/8"10'-9 7/8"CLASS I -BRICK CLASS I -GLASS METAL BALCONY CLASS II-PRE-FINISHED METAL CLASS II -PRE-FINISHED MTL SIDING CLASS II-FIBER CEMENT SIDING LEVEL 1 100' -0" LEVEL 2 110' -9 7/8" TRUSS BEARING 119' -11" TOP OF PARAPET 123' -8"23'-8"3'-9"9'-1 1/8"10'-9 7/8"CLASS II -PREFINISHED MTL SIDING CLASS I-BRICK CLASS I-GLASS CLASS II-FIBER CEMENT SIDING WALKWAY A B D E F G LEVEL 1 100' -0" LEVEL 2 110' -9 7/8" TRUSS BEARING 119' -11" TOP OF PARAPET 123' -8"23'-8"3'-9"9'-1 1/8"10'-9 7/8"CLASS I-BRICK CLASS I-GLASS WALKWAY Copyright 2019 DJR Architecture, Inc.CC BB AADD 44 33 22 11 333 Washington Ave N, Suite 210 Minneapolis, Minnesota 55401 612.676.2700 www.djr-inc.com Issue:Date: Project #: Date: Drawn by: Checked by: NOT FOR CONSTRUCTION NOT FOR CONSTRUCTIONEEFF 55 A200EXTERIOR ELEVATIONSMinnetonka & Texas, St. Louis Park, MN19-047 01/28/15 Author Checker Texa Tonka1/8" = 1'-0"D4 EEXXTTEERRIIOORR EELLEEVVAATTIIOONN EE 1/8" = 1'-0"F4 EEXXTTEERRIIOORR EELLEEVVAATTIIOONN FF 1/8" = 1'-0"E3 EEXXTTEERRIIOORR EELLEEVVAATTIIOONN AA 1/8" = 1'-0"C1 EEXXTTEERRIIOORR EELLEEVVAATTIIOONN BB 1/8" = 1'-0"C2 EEXXTTEERRIIOORR EELLEEVVAATTIIOONN DD MATERIAL CALC- EXTERIOR ELEVATION E MATERIAL AREA PERCENTAGE CLASS I: BRICK 1,706.4 41% CLASS I: GLASS 562.81 13% CLASS II: FIBER CEMENT SIDING 1,430.46 34% CLASS II: PRE-FINISHED MTL SIDING 490.8 12% Grand total MATERIAL CALC- EXTERIOR ELEVATION A MATERIAL AREA PERCENTAGE CLASS I: BRICK 1,501.57 34% CLASS I: GLASS 1,284.89 29% CLASS II: FIBER CEMENT SIDING 667.93 15% CLASS II: PRE-FINISHED METAL 193.28 4% CLASS II: PRE-FINISHED MTL SIDING 784.14 18% Grand total MATERIAL CALC- EXTERIOR ELEVATION B MATERIAL AREA PERCENTAGE CLASS I: BRICK 613.97 35% CLASS I: GLASS 563.64 32% CLASS II: FIBER CEMENT SIDING 349.22 20% CLASS II: PRE-FINISHED METAL 78.13 4% CLASS II: PRE-FINISHED MTL SIDING 160.77 9% Grand total MATERIAL CALC- EXTERIOR ELEVATION F MATERIAL AREA PERCENTAGE CLASS I: BRICK 528.23 58% CLASS I: GLASS 100 11% CLASS II: PRE-FINISHED METAL 30 3% CLASS II: PRE-FINISHED MTL SIDING 255.25 28% Grand total MATERIAL CALC- EXTERIOR ELEVATION D MATERIAL AREA PERCENTAGE CLASS I: BRICK 582.62 38% CLASS I: GLASS 223.89 15% CLASS II: FIBER CEMENT SIDING 275.79 18% CLASS II: PRE-FINISHED MTL SIDING 457.59 30% Grand total 54%CLASS I: 46%CLASS II: 63 %CLASS I: 37 %CLASS II: 53 %CLASS I: 47 %CLASS II: 67 %CLASS I: 33 %CLASS II: 68 %CLASS I: 32 %CLASS II: 65 %CLASS I: 35 %CLASS II: 1" = 30'-0"1KKeeyy PPllaann--EElleevvaattiioonnss 1/8" = 1'-0"2 EEXXTTEERRIIOORR EELLEEVVAATTIIOONN GG MATERIAL CALC- EXTERIOR ELEVATION G MATERIAL AREA PERCENTAGE CLASS I: BRICK 540.49 60% CLASS I: GLASS 70 8% CLASS II: PRE-FINISHED METAL 29.93 3% CLASS II: PRE-FINISHED MTL SIDING 267.39 29% Grand total LEVEL 1100' -0"LEVEL 2110' -9 7/8"TRUSS BEARING119' -11"TOP OF PARAPET123' -8"23'-8"10'-9 7/8"9'-1 1/8" 3'-9" CLASS II-PRE-FINISHED MTL SIDINGCLASS I-GLASSCLASS I-BRICKCLASS II-FIBER CEMENT SIDINGMTL OVERHEAD DOORCLASS II-PRE-FINISHED METAL LEVEL 1 100' -0" LEVEL 2 110' -9 7/8" TRUSS BEARING 119' -11" TOP OF PARAPET 123' -8"23'-8"3'-9"9'-1 1/8"10'-9 7/8"CLASS II: PRE-FINISHED METAL CLASS I: BRICK CLASS II: PRE-FINISHED MTL SIDING CLASS I: GLASS METAL BALCONY LEVEL 1 100' -0" LEVEL 2 110' -9 7/8" TOP OF PARAPET 123' -8"23'-8"12'-10 1/8"10'-9 7/8"METAL CANOPY CLASS I: BRICK METAL BALCONY CLASS II-PRE-FINISHED MTL SIDING CLASS II-FIBER CEMENT SIDING LEVEL 1 100' -0" LEVEL 2 110' -9 7/8" TRUSS BEARING 119' -11" TOP OF PARAPET 123' -8"23'-8"3'-9"9'-1 1/8"10'-9 7/8"CLASS I -BRICK CLASS I -GLASS METAL BALCONY CLASS II-PRE-FINISHED METAL CLASS II -PRE-FINISHED MTL SIDING CLASS II-FIBER CEMENT SIDING LEVEL 1 100' -0" LEVEL 2 110' -9 7/8" TRUSS BEARING 119' -11" TOP OF PARAPET 123' -8"23'-8"3'-9"9'-1 1/8"10'-9 7/8"CLASS II -PREFINISHED MTL SIDING CLASS I-BRICK CLASS I-GLASS CLASS II-FIBER CEMENT SIDING WALKWAY A B D E F G LEVEL 1 100' -0" LEVEL 2 110' -9 7/8" TRUSS BEARING 119' -11" TOP OF PARAPET 123' -8"23'-8"3'-9"9'-1 1/8"10'-9 7/8"CLASS I-BRICK CLASS I-GLASS WALKWAY Copyright 2019 DJR Architecture, Inc.CC BB AADD 44 33 22 11 333 Washington Ave N, Suite 210Minneapolis, Minnesota 55401612.676.2700 www.djr-inc.com Issue:Date: Project #: Date: Drawn by: Checked by: NOT FOR CONSTRUCTION NOT FOR CONSTRUCTIONEEFF 55 A200EXTERIOR ELEVATIONSMinnetonka & Texas, St. Louis Park, MN19-047 01/28/15 Author Checker Texa Tonka1/8" = 1'-0"D4 EEXXTTEERRIIOORR EELLEEVVAATTIIOONN EE 1/8" = 1'-0"F4 EEXXTTEERRIIOORR EELLEEVVAATTIIOONN FF 1/8" = 1'-0"E3 EEXXTTEERRIIOORR EELLEEVVAATTIIOONN AA 1/8" = 1'-0"C1 EEXXTTEERRIIOORR EELLEEVVAATTIIOONN BB 1/8" = 1'-0"C2 EEXXTTEERRIIOORR EELLEEVVAATTIIOONN DD MATERIAL CALC- EXTERIOR ELEVATION E MATERIAL AREA PERCENTAGE CLASS I: BRICK 1,706.4 41% CLASS I: GLASS 562.81 13% CLASS II: FIBER CEMENT SIDING 1,430.46 34% CLASS II: PRE-FINISHED MTL SIDING 490.8 12% Grand total MATERIAL CALC- EXTERIOR ELEVATION A MATERIAL AREA PERCENTAGE CLASS I: BRICK 1,501.57 34% CLASS I: GLASS 1,284.89 29% CLASS II: FIBER CEMENT SIDING 667.93 15% CLASS II: PRE-FINISHED METAL 193.28 4% CLASS II: PRE-FINISHED MTL SIDING 784.14 18% Grand total MATERIAL CALC- EXTERIOR ELEVATION B MATERIAL AREA PERCENTAGE CLASS I: BRICK 613.97 35% CLASS I: GLASS 563.64 32% CLASS II: FIBER CEMENT SIDING 349.22 20% CLASS II: PRE-FINISHED METAL 78.13 4% CLASS II: PRE-FINISHED MTL SIDING 160.77 9% Grand total MATERIAL CALC- EXTERIOR ELEVATION F MATERIAL AREA PERCENTAGE CLASS I: BRICK 528.23 58% CLASS I: GLASS 100 11% CLASS II: PRE-FINISHED METAL 30 3% CLASS II: PRE-FINISHED MTL SIDING 255.25 28% Grand total MATERIAL CALC- EXTERIOR ELEVATION D MATERIAL AREA PERCENTAGE CLASS I: BRICK 582.62 38% CLASS I: GLASS 223.89 15% CLASS II: FIBER CEMENT SIDING 275.79 18% CLASS II: PRE-FINISHED MTL SIDING 457.59 30% Grand total 54%CLASS I: 46%CLASS II: 63 %CLASS I: 37 %CLASS II: 53 %CLASS I: 47 %CLASS II: 67 %CLASS I: 33 %CLASS II: 68 %CLASS I: 32 %CLASS II: 65 %CLASS I: 35 %CLASS II: 1" = 30'-0"1KKeeyy PPllaann--EElleevvaattiioonnss 1/8" = 1'-0"2 EEXXTTEERRIIOORR EELLEEVVAATTIIOONN GG MATERIAL CALC- EXTERIOR ELEVATION G MATERIAL AREA PERCENTAGE CLASS I: BRICK 540.49 60% CLASS I: GLASS 70 8% CLASS II: PRE-FINISHED METAL 29.93 3% CLASS II: PRE-FINISHED MTL SIDING 267.39 29% Grand total LEVEL 1 100' -0" LEVEL 2 110' -9 7/8" TRUSS BEARING 119' -11" TOP OF PARAPET 123' -8"23'-8"10'-9 7/8"9'-1 1/8" 3'-9" CLASS II-PRE-FINISHED MTL SIDING CLASS I-GLASS CLASS I-BRICK CLASS II-FIBER CEMENT SIDING MTL OVERHEAD DOOR CLASS II-PRE-FINISHED METAL LEVEL 1 100' -0" LEVEL 2 110' -9 7/8" TRUSS BEARING 119' -11" TOP OF PARAPET 123' -8"23'-8"3'-9"9'-1 1/8"10'-9 7/8"CLASS II: PRE-FINISHED METAL CLASS I: BRICK CLASS II: PRE-FINISHED MTL SIDING CLASS I: GLASS METAL BALCONY LEVEL 1 100' -0" LEVEL 2 110' -9 7/8" TOP OF PARAPET 123' -8"23'-8"12'-10 1/8"10'-9 7/8"METAL CANOPY CLASS I: BRICK METAL BALCONY CLASS II-PRE-FINISHED MTL SIDING CLASS II-FIBER CEMENT SIDING LEVEL 1 100' -0" LEVEL 2 110' -9 7/8" TRUSS BEARING 119' -11" TOP OF PARAPET 123' -8"23'-8"3'-9"9'-1 1/8"10'-9 7/8"CLASS I -BRICK CLASS I -GLASS METAL BALCONY CLASS II-PRE-FINISHED METAL CLASS II -PRE-FINISHED MTL SIDING CLASS II-FIBER CEMENT SIDING LEVEL 1 100' -0" LEVEL 2 110' -9 7/8" TRUSS BEARING 119' -11" TOP OF PARAPET 123' -8"23'-8"3'-9"9'-1 1/8"10'-9 7/8"CLASS II -PREFINISHED MTL SIDING CLASS I-BRICK CLASS I-GLASS CLASS II-FIBER CEMENT SIDING WALKWAY A BD E F G LEVEL 1 100' -0" LEVEL 2 110' -9 7/8" TRUSS BEARING 119' -11" TOP OF PARAPET 123' -8"23'-8"3'-9"9'-1 1/8"10'-9 7/8"CLASS I-BRICK CLASS I-GLASS WALKWAY Copyright 2019 DJR Architecture, Inc.CC BB AADD 44 33 22 11 333 Washington Ave N, Suite 210 Minneapolis, Minnesota 55401 612.676.2700 www.djr-inc.com Issue:Date: Project #: Date: Drawn by: Checked by: NOT FOR CONSTRUCTION NOT FOR CONSTRUCTIONEEFF 55 A200EXTERIOR ELEVATIONSMinnetonka & Texas, St. Louis Park, MN19-047 01/28/15 Author Checker Texa Tonka1/8" = 1'-0"D4EEXXTTEERRIIOORR EELLEEVVAATTIIOONN EE 1/8" = 1'-0"F4EEXXTTEERRIIOORR EELLEEVVAATTIIOONN FF 1/8" = 1'-0"E3EEXXTTEERRIIOORR EELLEEVVAATTIIOONN AA 1/8" = 1'-0"C1EEXXTTEERRIIOORR EELLEEVVAATTIIOONN BB 1/8" = 1'-0"C2EEXXTTEERRIIOORR EELLEEVVAATTIIOONN DD MATERIAL CALC- EXTERIOR ELEVATION E MATERIAL AREA PERCENTAGE CLASS I: BRICK 1,706.4 41% CLASS I: GLASS 562.81 13% CLASS II: FIBER CEMENT SIDING 1,430.46 34% CLASS II: PRE-FINISHED MTL SIDING 490.8 12% Grand total MATERIAL CALC- EXTERIOR ELEVATION A MATERIAL AREA PERCENTAGE CLASS I: BRICK 1,501.57 34% CLASS I: GLASS 1,284.89 29% CLASS II: FIBER CEMENT SIDING 667.93 15% CLASS II: PRE-FINISHED METAL 193.28 4% CLASS II: PRE-FINISHED MTL SIDING 784.14 18% Grand total MATERIAL CALC- EXTERIOR ELEVATION B MATERIAL AREA PERCENTAGE CLASS I: BRICK 613.97 35% CLASS I: GLASS 563.64 32% CLASS II: FIBER CEMENT SIDING 349.22 20% CLASS II: PRE-FINISHED METAL 78.13 4% CLASS II: PRE-FINISHED MTL SIDING 160.77 9% Grand total MATERIAL CALC- EXTERIOR ELEVATION F MATERIALAREA PERCENTAGE CLASS I: BRICK528.2358% CLASS I: GLASS10011% CLASS II: PRE-FINISHED METAL 303% CLASS II: PRE-FINISHED MTL SIDING 255.2528% Grand total MATERIAL CALC- EXTERIOR ELEVATION D MATERIAL AREA PERCENTAGE CLASS I: BRICK 582.62 38% CLASS I: GLASS 223.89 15% CLASS II: FIBER CEMENT SIDING 275.79 18% CLASS II: PRE-FINISHED MTL SIDING 457.59 30% Grand total 54%CLASS I: 46%CLASS II: 63 %CLASS I: 37 %CLASS II: 53 %CLASS I: 47 %CLASS II: 67 %CLASS I: 33 %CLASS II: 68 %CLASS I: 32 %CLASS II: 65 %CLASS I: 35 %CLASS II: 1" = 30'-0"1KKeeyy PPllaann--EElleevvaattiioonnss 1/8" = 1'-0"2EEXXTTEERRIIOORR EELLEEVVAATTIIOONN GG MATERIAL CALC- EXTERIOR ELEVATION G MATERIALAREA PERCENTAGE CLASS I: BRICK540.4960% CLASS I: GLASS708% CLASS II: PRE-FINISHED METAL 29.933% CLASS II: PRE-FINISHED MTL SIDING 267.3929% Grand total LEVEL 1100' -0"LEVEL 2110' -9 7/8"TRUSS BEARING119' -11"TOP OF PARAPET123' -8"23'-8"10'-9 7/8"9'-1 1/8" 3'-9" CLASS II-PRE-FINISHED MTL SIDINGCLASS I-GLASSCLASS I-BRICKCLASS II-FIBER CEMENT SIDINGMTL OVERHEAD DOORCLASS II-PRE-FINISHED METAL LEVEL 1 100' -0" LEVEL 2 110' -9 7/8" TRUSS BEARING 119' -11" TOP OF PARAPET 123' -8"23'-8"3'-9"9'-1 1/8"10'-9 7/8"CLASS II: PRE-FINISHED METAL CLASS I: BRICK CLASS II: PRE-FINISHED MTL SIDING CLASS I: GLASS METAL BALCONY LEVEL 1100' -0"LEVEL 2110' -9 7/8"TOP OF PARAPET123' -8"23'-8"12'-10 1/8"10'-9 7/8"METAL CANOPYCLASS I: BRICKMETAL BALCONYCLASS II-PRE-FINISHED MTL SIDINGCLASS II-FIBER CEMENT SIDING LEVEL 1 100' -0" LEVEL 2 110' -9 7/8" TRUSS BEARING 119' -11" TOP OF PARAPET 123' -8"23'-8"3'-9"9'-1 1/8"10'-9 7/8"CLASS I -BRICK CLASS I -GLASS METAL BALCONY CLASS II-PRE-FINISHED METAL CLASS II -PRE-FINISHED MTL SIDING CLASS II-FIBER CEMENT SIDING LEVEL 1 100' -0" LEVEL 2 110' -9 7/8" TRUSS BEARING 119' -11" TOP OF PARAPET 123' -8"23'-8"3'-9"9'-1 1/8"10'-9 7/8"CLASS II -PREFINISHED MTL SIDING CLASS I-BRICK CLASS I-GLASS CLASS II-FIBER CEMENT SIDING WALKWAY A BD E F G LEVEL 1 100' -0" LEVEL 2 110' -9 7/8" TRUSS BEARING 119' -11" TOP OF PARAPET 123' -8"23'-8"3'-9"9'-1 1/8"10'-9 7/8"CLASS I-BRICK CLASS I-GLASS WALKWAY Copyright 2019 DJR Architecture, Inc.CC BB AADD 44 33 22 11 333 Washington Ave N, Suite 210Minneapolis, Minnesota 55401612.676.2700 www.djr-inc.comIssue:Date:Project #:Date:Drawn by:Checked by:NOT FOR CONSTRUCTION NOT FOR CONSTRUCTIONEEFF 55 A200EXTERIOR ELEVATIONSMinnetonka & Texas, St. Louis Park, MN19-04701/28/15AuthorChecker Texa Tonka1/8" = 1'-0"D4EEXXTTEERRIIOORR EELLEEVVAATTIIOONN EE 1/8" = 1'-0"F4EEXXTTEERRIIOORR EELLEEVVAATTIIOONN FF 1/8" = 1'-0"E3EEXXTTEERRIIOORR EELLEEVVAATTIIOONN AA 1/8" = 1'-0"C1EEXXTTEERRIIOORR EELLEEVVAATTIIOONN BB 1/8" = 1'-0"C2EEXXTTEERRIIOORR EELLEEVVAATTIIOONN DD MATERIAL CALC- EXTERIOR ELEVATION EMATERIALAREA PERCENTAGECLASS I: BRICK 1,706.4 41%CLASS I: GLASS 562.81 13%CLASS II: FIBER CEMENT SIDING 1,430.46 34%CLASS II: PRE-FINISHED MTL SIDING 490.8 12%Grand total MATERIAL CALC- EXTERIOR ELEVATION A MATERIAL AREA PERCENTAGE CLASS I: BRICK 1,501.57 34% CLASS I: GLASS 1,284.89 29% CLASS II: FIBER CEMENT SIDING 667.93 15% CLASS II: PRE-FINISHED METAL 193.28 4% CLASS II: PRE-FINISHED MTL SIDING 784.14 18% Grand total MATERIAL CALC- EXTERIOR ELEVATION B MATERIAL AREA PERCENTAGE CLASS I: BRICK 613.97 35% CLASS I: GLASS 563.64 32% CLASS II: FIBER CEMENT SIDING 349.22 20% CLASS II: PRE-FINISHED METAL 78.13 4% CLASS II: PRE-FINISHED MTL SIDING 160.77 9% Grand total MATERIAL CALC- EXTERIOR ELEVATION F MATERIALAREA PERCENTAGE CLASS I: BRICK528.2358% CLASS I: GLASS10011% CLASS II: PRE-FINISHED METAL 303% CLASS II: PRE-FINISHED MTL SIDING 255.2528% Grand total MATERIAL CALC- EXTERIOR ELEVATION D MATERIAL AREA PERCENTAGE CLASS I: BRICK 582.62 38% CLASS I: GLASS 223.89 15% CLASS II: FIBER CEMENT SIDING 275.79 18% CLASS II: PRE-FINISHED MTL SIDING 457.59 30% Grand total 54%CLASS I: 46%CLASS II: 63 %CLASS I: 37 %CLASS II: 53 %CLASS I: 47 %CLASS II: 67 %CLASS I: 33 %CLASS II: 68 %CLASS I: 32 %CLASS II: 65 %CLASS I: 35 %CLASS II: 1" = 30'-0"1KKeeyy PPllaann--EElleevvaattiioonnss 1/8" = 1'-0"2EEXXTTEERRIIOORR EELLEEVVAATTIIOONN GG MATERIAL CALC- EXTERIOR ELEVATION G MATERIALAREA PERCENTAGE CLASS I: BRICK540.4960% CLASS I: GLASS708% CLASS II: PRE-FINISHED METAL 29.933% CLASS II: PRE-FINISHED MTL SIDING 267.3929% Grand total LEVEL 1100' -0"LEVEL 2110' -9 7/8"TRUSS BEARING119' -11"TOP OF PARAPET123' -8"23'-8"10'-9 7/8"9'-1 1/8" 3'-9" CLASS II-PRE-FINISHED MTL SIDINGCLASS I-GLASSCLASS I-BRICKCLASS II-FIBER CEMENT SIDINGMTL OVERHEAD DOORCLASS II-PRE-FINISHED METAL LEVEL 1 100' -0" LEVEL 2 110' -9 7/8" TRUSS BEARING 119' -11" TOP OF PARAPET 123' -8"23'-8"3'-9"9'-1 1/8"10'-9 7/8"CLASS II: PRE-FINISHED METAL CLASS I: BRICK CLASS II: PRE-FINISHED MTL SIDING CLASS I: GLASS METAL BALCONY LEVEL 1 100' -0" LEVEL 2 110' -9 7/8" TOP OF PARAPET 123' -8"23'-8"12'-10 1/8"10'-9 7/8"METAL CANOPY CLASS I: BRICK METAL BALCONY CLASS II-PRE-FINISHED MTL SIDING CLASS II-FIBER CEMENT SIDING LEVEL 1 100' -0" LEVEL 2 110' -9 7/8" TRUSS BEARING 119' -11" TOP OF PARAPET 123' -8"23'-8"3'-9"9'-1 1/8"10'-9 7/8"CLASS I -BRICK CLASS I -GLASS METAL BALCONY CLASS II-PRE-FINISHED METAL CLASS II -PRE-FINISHED MTL SIDING CLASS II-FIBER CEMENT SIDING LEVEL 1 100' -0" LEVEL 2 110' -9 7/8" TRUSS BEARING 119' -11" TOP OF PARAPET 123' -8"23'-8"3'-9"9'-1 1/8"10'-9 7/8"CLASS II -PREFINISHED MTL SIDING CLASS I-BRICK CLASS I-GLASS CLASS II-FIBER CEMENT SIDING WALKWAY A BD E F G LEVEL 1 100' -0" LEVEL 2 110' -9 7/8" TRUSS BEARING 119' -11" TOP OF PARAPET 123' -8"23'-8"3'-9"9'-1 1/8"10'-9 7/8"CLASS I-BRICK CLASS I-GLASS WALKWAY Copyright 2019 DJR Architecture, Inc.CC BB AADD 44 33 22 11 333 Washington Ave N, Suite 210Minneapolis, Minnesota 55401612.676.2700 www.djr-inc.com Issue:Date: Project #: Date: Drawn by: Checked by: NOT FOR CONSTRUCTION NOT FOR CONSTRUCTIONEEFF 55 A200EXTERIOR ELEVATIONSMinnetonka & Texas, St. Louis Park, MN19-047 01/28/15 Author Checker Texa Tonka1/8" = 1'-0"D4EEXXTTEERRIIOORR EELLEEVVAATTIIOONN EE 1/8" = 1'-0"F4EEXXTTEERRIIOORR EELLEEVVAATTIIOONN FF 1/8" = 1'-0"E3EEXXTTEERRIIOORR EELLEEVVAATTIIOONN AA 1/8" = 1'-0"C1 EEXXTTEERRIIOORR EELLEEVVAATTIIOONN BB 1/8" = 1'-0"C2 EEXXTTEERRIIOORR EELLEEVVAATTIIOONN DD MATERIAL CALC- EXTERIOR ELEVATION E MATERIAL AREA PERCENTAGE CLASS I: BRICK 1,706.4 41% CLASS I: GLASS 562.81 13% CLASS II: FIBER CEMENT SIDING 1,430.46 34% CLASS II: PRE-FINISHED MTL SIDING 490.8 12% Grand total MATERIAL CALC- EXTERIOR ELEVATION A MATERIAL AREA PERCENTAGE CLASS I: BRICK 1,501.57 34% CLASS I: GLASS 1,284.89 29% CLASS II: FIBER CEMENT SIDING 667.93 15% CLASS II: PRE-FINISHED METAL 193.28 4% CLASS II: PRE-FINISHED MTL SIDING 784.14 18% Grand total MATERIAL CALC- EXTERIOR ELEVATION B MATERIAL AREA PERCENTAGE CLASS I: BRICK 613.97 35% CLASS I: GLASS 563.64 32% CLASS II: FIBER CEMENT SIDING 349.22 20% CLASS II: PRE-FINISHED METAL 78.13 4% CLASS II: PRE-FINISHED MTL SIDING 160.77 9% Grand total MATERIAL CALC- EXTERIOR ELEVATION F MATERIALAREA PERCENTAGE CLASS I: BRICK528.2358% CLASS I: GLASS10011% CLASS II: PRE-FINISHED METAL 303% CLASS II: PRE-FINISHED MTL SIDING 255.2528% Grand total MATERIAL CALC- EXTERIOR ELEVATION D MATERIAL AREA PERCENTAGE CLASS I: BRICK 582.62 38% CLASS I: GLASS 223.89 15% CLASS II: FIBER CEMENT SIDING 275.79 18% CLASS II: PRE-FINISHED MTL SIDING 457.59 30% Grand total 54%CLASS I: 46%CLASS II: 63 %CLASS I: 37 %CLASS II: 53 %CLASS I: 47 %CLASS II: 67 %CLASS I: 33 %CLASS II: 68 %CLASS I: 32 %CLASS II: 65 %CLASS I: 35 %CLASS II: 1" = 30'-0"1KKeeyy PPllaann--EElleevvaattiioonnss 1/8" = 1'-0"2EEXXTTEERRIIOORR EELLEEVVAATTIIOONN GG MATERIAL CALC- EXTERIOR ELEVATION G MATERIALAREA PERCENTAGE CLASS I: BRICK540.4960% CLASS I: GLASS708% CLASS II: PRE-FINISHED METAL 29.933% CLASS II: PRE-FINISHED MTL SIDING 267.3929% Grand total LEVEL 1 100' -0" LEVEL 2 110' -9 7/8" TRUSS BEARING 119' -11" TOP OF PARAPET 123' -8"23'-8"10'-9 7/8"9'-1 1/8" 3'-9" CLASS II-PRE-FINISHED MTL SIDING CLASS I-GLASS CLASS I-BRICK CLASS II-FIBER CEMENT SIDING MTL OVERHEAD DOOR CLASS II-PRE-FINISHED METAL LEVEL 1 100' -0" LEVEL 2 110' -9 7/8" TRUSS BEARING 119' -11" TOP OF PARAPET 123' -8"23'-8"3'-9"9'-1 1/8"10'-9 7/8"CLASS II: PRE-FINISHED METAL CLASS I: BRICK CLASS II: PRE-FINISHED MTL SIDING CLASS I: GLASS METAL BALCONY LEVEL 1 100' -0" LEVEL 2 110' -9 7/8" TOP OF PARAPET 123' -8"23'-8"12'-10 1/8"10'-9 7/8"METAL CANOPY CLASS I: BRICK METAL BALCONY CLASS II-PRE-FINISHED MTL SIDING CLASS II-FIBER CEMENT SIDING LEVEL 1 100' -0" LEVEL 2 110' -9 7/8" TRUSS BEARING 119' -11" TOP OF PARAPET 123' -8"23'-8"3'-9"9'-1 1/8"10'-9 7/8"CLASS I -BRICK CLASS I -GLASS METAL BALCONY CLASS II-PRE-FINISHED METAL CLASS II -PRE-FINISHED MTL SIDING CLASS II-FIBER CEMENT SIDING LEVEL 1 100' -0" LEVEL 2 110' -9 7/8" TRUSS BEARING 119' -11" TOP OF PARAPET 123' -8"23'-8"3'-9"9'-1 1/8"10'-9 7/8"CLASS II -PREFINISHED MTL SIDING CLASS I-BRICK CLASS I-GLASS CLASS II-FIBER CEMENT SIDING WALKWAY A BD E F G LEVEL 1 100' -0" LEVEL 2 110' -9 7/8" TRUSS BEARING 119' -11" TOP OF PARAPET 123' -8"23'-8"3'-9"9'-1 1/8"10'-9 7/8"CLASS I-BRICK CLASS I-GLASS WALKWAY Copyright 2019 DJR Architecture, Inc.CC BB AADD 44 33 22 11 333 Washington Ave N, Suite 210 Minneapolis, Minnesota 55401 612.676.2700 www.djr-inc.com Issue:Date: Project #: Date: Drawn by: Checked by: NOT FOR CONSTRUCTION NOT FOR CONSTRUCTIONEEFF 55 A200EXTERIOR ELEVATIONSMinnetonka & Texas, St. Louis Park, MN19-047 01/28/15 Author Checker Texa Tonka1/8" = 1'-0"D4EEXXTTEERRIIOORR EELLEEVVAATTIIOONN EE 1/8" = 1'-0"F4 EEXXTTEERRIIOORR EELLEEVVAATTIIOONN FF 1/8" = 1'-0"E3EEXXTTEERRIIOORR EELLEEVVAATTIIOONN AA 1/8" = 1'-0"C1 EEXXTTEERRIIOORR EELLEEVVAATTIIOONN BB 1/8" = 1'-0"C2 EEXXTTEERRIIOORR EELLEEVVAATTIIOONN DD MATERIAL CALC- EXTERIOR ELEVATION E MATERIAL AREA PERCENTAGE CLASS I: BRICK 1,706.4 41% CLASS I: GLASS 562.81 13% CLASS II: FIBER CEMENT SIDING 1,430.46 34% CLASS II: PRE-FINISHED MTL SIDING 490.8 12% Grand total MATERIAL CALC- EXTERIOR ELEVATION A MATERIAL AREA PERCENTAGE CLASS I: BRICK 1,501.57 34% CLASS I: GLASS 1,284.89 29% CLASS II: FIBER CEMENT SIDING 667.93 15% CLASS II: PRE-FINISHED METAL 193.28 4% CLASS II: PRE-FINISHED MTL SIDING 784.14 18% Grand total MATERIAL CALC- EXTERIOR ELEVATION B MATERIAL AREA PERCENTAGE CLASS I: BRICK 613.97 35% CLASS I: GLASS 563.64 32% CLASS II: FIBER CEMENT SIDING 349.22 20% CLASS II: PRE-FINISHED METAL 78.13 4% CLASS II: PRE-FINISHED MTL SIDING 160.77 9% Grand total MATERIAL CALC- EXTERIOR ELEVATION F MATERIAL AREA PERCENTAGE CLASS I: BRICK 528.23 58% CLASS I: GLASS 100 11% CLASS II: PRE-FINISHED METAL 30 3% CLASS II: PRE-FINISHED MTL SIDING 255.25 28% Grand total MATERIAL CALC- EXTERIOR ELEVATION D MATERIAL AREA PERCENTAGE CLASS I: BRICK 582.62 38% CLASS I: GLASS 223.89 15% CLASS II: FIBER CEMENT SIDING 275.79 18% CLASS II: PRE-FINISHED MTL SIDING 457.59 30% Grand total 54%CLASS I: 46%CLASS II: 63 %CLASS I: 37 %CLASS II: 53 %CLASS I: 47 %CLASS II: 67 %CLASS I: 33 %CLASS II: 68 %CLASS I: 32 %CLASS II: 65 %CLASS I: 35 %CLASS II: 1" = 30'-0"1KKeeyy PPllaann--EElleevvaattiioonnss 1/8" = 1'-0"2 EEXXTTEERRIIOORR EELLEEVVAATTIIOONN GG MATERIAL CALC- EXTERIOR ELEVATION G MATERIAL AREA PERCENTAGE CLASS I: BRICK 540.49 60% CLASS I: GLASS 70 8% CLASS II: PRE-FINISHED METAL 29.93 3% CLASS II: PRE-FINISHED MTL SIDING 267.39 29% Grand total LEVEL 1 100' -0" LEVEL 2 110' -9 7/8" TRUSS BEARING119' -11"TOP OF PARAPET123' -8"23'-8"10'-9 7/8"9'-1 1/8" 3'-9" CLASS II-PRE-FINISHED MTL SIDING CLASS I-GLASS CLASS I-BRICK CLASS II-FIBER CEMENT SIDING MTL OVERHEAD DOOR CLASS II-PRE-FINISHED METAL LEVEL 1 100' -0" LEVEL 2 110' -9 7/8" TRUSS BEARING 119' -11" TOP OF PARAPET 123' -8"23'-8"3'-9"9'-1 1/8"10'-9 7/8"CLASS II: PRE-FINISHED METAL CLASS I: BRICK CLASS II: PRE-FINISHED MTL SIDING CLASS I: GLASS METAL BALCONY LEVEL 1 100' -0" LEVEL 2 110' -9 7/8" TOP OF PARAPET 123' -8"23'-8"12'-10 1/8"10'-9 7/8"METAL CANOPY CLASS I: BRICK METAL BALCONY CLASS II-PRE-FINISHED MTL SIDING CLASS II-FIBER CEMENT SIDING LEVEL 1 100' -0" LEVEL 2 110' -9 7/8" TRUSS BEARING 119' -11" TOP OF PARAPET 123' -8"23'-8"3'-9"9'-1 1/8"10'-9 7/8"CLASS I -BRICK CLASS I -GLASS METAL BALCONY CLASS II-PRE-FINISHED METAL CLASS II -PRE-FINISHED MTL SIDING CLASS II-FIBER CEMENT SIDING LEVEL 1 100' -0" LEVEL 2 110' -9 7/8" TRUSS BEARING 119' -11" TOP OF PARAPET 123' -8"23'-8"3'-9"9'-1 1/8"10'-9 7/8"CLASS II -PREFINISHED MTL SIDING CLASS I-BRICK CLASS I-GLASS CLASS II-FIBER CEMENT SIDING WALKWAY A BD E F G LEVEL 1 100' -0" LEVEL 2 110' -9 7/8" TRUSS BEARING 119' -11" TOP OF PARAPET 123' -8"23'-8"3'-9"9'-1 1/8"10'-9 7/8"CLASS I-BRICK CLASS I-GLASS WALKWAY Copyright 2019 DJR Architecture, Inc.CC BB AADD 44 33 22 11 333 Washington Ave N, Suite 210 Minneapolis, Minnesota 55401 612.676.2700 www.djr-inc.com Issue:Date: Project #: Date: Drawn by: Checked by: NOT FOR CONSTRUCTION NOT FOR CONSTRUCTIONEEFF 55 A200EXTERIOR ELEVATIONSMinnetonka & Texas, St. Louis Park, MN19-047 01/28/15 Author Checker Texa Tonka1/8" = 1'-0"D4EEXXTTEERRIIOORR EELLEEVVAATTIIOONN EE 1/8" = 1'-0"F4EEXXTTEERRIIOORR EELLEEVVAATTIIOONN FF 1/8" = 1'-0"E3EEXXTTEERRIIOORR EELLEEVVAATTIIOONN AA 1/8" = 1'-0"C1 EEXXTTEERRIIOORR EELLEEVVAATTIIOONN BB 1/8" = 1'-0"C2 EEXXTTEERRIIOORR EELLEEVVAATTIIOONN DD MATERIAL CALC- EXTERIOR ELEVATION E MATERIAL AREA PERCENTAGE CLASS I: BRICK 1,706.4 41% CLASS I: GLASS 562.81 13% CLASS II: FIBER CEMENT SIDING 1,430.46 34% CLASS II: PRE-FINISHED MTL SIDING 490.8 12% Grand total MATERIAL CALC- EXTERIOR ELEVATION A MATERIAL AREA PERCENTAGE CLASS I: BRICK 1,501.57 34% CLASS I: GLASS 1,284.89 29% CLASS II: FIBER CEMENT SIDING 667.93 15% CLASS II: PRE-FINISHED METAL 193.28 4% CLASS II: PRE-FINISHED MTL SIDING 784.14 18% Grand total MATERIAL CALC- EXTERIOR ELEVATION B MATERIAL AREA PERCENTAGE CLASS I: BRICK 613.97 35% CLASS I: GLASS 563.64 32% CLASS II: FIBER CEMENT SIDING 349.22 20% CLASS II: PRE-FINISHED METAL 78.13 4% CLASS II: PRE-FINISHED MTL SIDING 160.77 9% Grand total MATERIAL CALC- EXTERIOR ELEVATION F MATERIAL AREA PERCENTAGE CLASS I: BRICK 528.23 58% CLASS I: GLASS 100 11% CLASS II: PRE-FINISHED METAL 30 3% CLASS II: PRE-FINISHED MTL SIDING 255.25 28% Grand total MATERIAL CALC- EXTERIOR ELEVATION D MATERIAL AREA PERCENTAGE CLASS I: BRICK 582.62 38% CLASS I: GLASS 223.89 15% CLASS II: FIBER CEMENT SIDING 275.79 18% CLASS II: PRE-FINISHED MTL SIDING 457.59 30% Grand total 54%CLASS I: 46%CLASS II: 63 %CLASS I: 37 %CLASS II: 53 %CLASS I: 47 %CLASS II: 67 %CLASS I: 33 %CLASS II: 68 %CLASS I: 32 %CLASS II: 65 %CLASS I: 35 %CLASS II: 1" = 30'-0"1KKeeyy PPllaann--EElleevvaattiioonnss 1/8" = 1'-0"2EEXXTTEERRIIOORR EELLEEVVAATTIIOONN GG MATERIAL CALC- EXTERIOR ELEVATION G MATERIAL AREA PERCENTAGE CLASS I: BRICK 540.49 60% CLASS I: GLASS 70 8% CLASS II: PRE-FINISHED METAL 29.93 3% CLASS II: PRE-FINISHED MTL SIDING 267.39 29% Grand total LEVEL 1 100' -0" LEVEL 2 110' -9 7/8" TRUSS BEARING119' -11"TOP OF PARAPET123' -8"23'-8"10'-9 7/8"9'-1 1/8" 3'-9" CLASS II-PRE-FINISHED MTL SIDING CLASS I-GLASS CLASS I-BRICK CLASS II-FIBER CEMENT SIDING MTL OVERHEAD DOOR CLASS II-PRE-FINISHED METAL LEVEL 1 100' -0" LEVEL 2 110' -9 7/8" TRUSS BEARING119' -11"TOP OF PARAPET123' -8"23'-8"3'-9"9'-1 1/8"10'-9 7/8"CLASS II: PRE-FINISHED METAL CLASS I: BRICK CLASS II: PRE-FINISHED MTL SIDING CLASS I: GLASS METAL BALCONY LEVEL 1 100' -0" LEVEL 2 110' -9 7/8" TOP OF PARAPET 123' -8"23'-8"12'-10 1/8"10'-9 7/8"METAL CANOPY CLASS I: BRICK METAL BALCONY CLASS II-PRE-FINISHED MTL SIDING CLASS II-FIBER CEMENT SIDING LEVEL 1 100' -0" LEVEL 2 110' -9 7/8" TRUSS BEARING 119' -11" TOP OF PARAPET 123' -8"23'-8"3'-9"9'-1 1/8"10'-9 7/8"CLASS I -BRICK CLASS I -GLASS METAL BALCONY CLASS II-PRE-FINISHED METAL CLASS II -PRE-FINISHED MTL SIDING CLASS II-FIBER CEMENT SIDING LEVEL 1 100' -0" LEVEL 2 110' -9 7/8" TRUSS BEARING 119' -11" TOP OF PARAPET 123' -8"23'-8"3'-9"9'-1 1/8"10'-9 7/8"CLASS II -PREFINISHED MTL SIDING CLASS I-BRICK CLASS I-GLASS CLASS II-FIBER CEMENT SIDING LEVEL 1 100' -0" LEVEL 2 110' -9 7/8" TRUSS BEARING 119' -11" TOP OF PARAPET 123' -8"23'-8"3'-9"9'-1 1/8"10'-9 7/8"CLASS II-PRE-FINISHED MTL SIDING CLASS I-BRICK CLASS I-GLASS LEVEL 1 100' -0" LEVEL 2 110' -9 7/8" TRUSS BEARING 119' -11" TOP OF PARAPET 123' -8"23'-8"10'-9 7/8"9'-1 1/8" 3'-9" CLASS II-PRE-FINISHED MTL SIDING CLASS I -BRICK CLASS I -GLASS CLASS II-PRE-FINISHED METAL A B C D E F G Copyright 2019 DJR Architecture, Inc.CCCC BBBB AAAADDDD 4444 3333 2222 1111 333 Washington Ave N, Suite 210 Minneapolis, Minnesota 55401 612.676.2700 www.djr-inc.com Issue:Date: Project #: Date: Drawn by: Checked by: NOT FOR CONSTRUCTION NOT FOR CONSTRUCTIONEEEEFFFF 5555 A200EXTERIOR ELEVATIONSMinnetonka & Texas, St. Louis Park, MN19-047 01/28/15 Author Checker Texa Tonka1/8" = 1'-0"D4 EXTERIOR ELEVATION EEXTERIOR ELEVATION EEXTERIOR ELEVATION EEXTERIOR ELEVATION E 1/8" = 1'-0"F4EXTERIOR ELEVATION FEXTERIOR ELEVATION FEXTERIOR ELEVATION FEXTERIOR ELEVATION F 1/8" = 1'-0"E3 EXTERIOR ELEVATION AEXTERIOR ELEVATION AEXTERIOR ELEVATION AEXTERIOR ELEVATION A 1/8" = 1'-0"C1 EXTERIOR ELEVATION BEXTERIOR ELEVATION BEXTERIOR ELEVATION BEXTERIOR ELEVATION B 1/8" = 1'-0"C2 EXTERIOR ELEVATION DEXTERIOR ELEVATION DEXTERIOR ELEVATION DEXTERIOR ELEVATION D1/8" = 1'-0"D2 EXTERIOR ELEVATION GEXTERIOR ELEVATION GEXTERIOR ELEVATION GEXTERIOR ELEVATION G 1/8" = 1'-0"D1 EXTERIOR ELEVATION CEXTERIOR ELEVATION CEXTERIOR ELEVATION CEXTERIOR ELEVATION C MATERIAL CALC- EXTERIOR ELEVATION E MATERIAL AREA PERCENTAGE CLASS I: BRICK 763.17 26% CLASS I: GLASS 447.74 16% CLASS II: FIBER CEMENT SIDING 1,181.54 41% CLASS II: PRE-FINISHED MTL SIDING 490.8 17% Grand total MATERIAL CALC- EXTERIOR ELEVATION A MATERIAL AREA PERCENTAGE CLASS I: BRICK 1,054.04 29% CLASS I: GLASS 1,146.89 32% CLASS II: FIBER CEMENT SIDING 667.93 19% CLASS II: PRE-FINISHED METAL 193.28 5% CLASS II: PRE-FINISHED MTL SIDING 547.68 15% Grand total MATERIAL CALC- EXTERIOR ELEVATION B MATERIAL AREA PERCENTAGE CLASS I: BRICK 613.97 35% CLASS I: GLASS 563.64 32% CLASS II: FIBER CEMENT SIDING 349.22 20% CLASS II: PRE-FINISHED METAL 78.13 4% CLASS II: PRE-FINISHED MTL SIDING 160.77 9% Grand total MATERIAL CALC- EXTERIOR ELEVATION F MATERIALAREA PERCENTAGE CLASS I: BRICK528.2358% CLASS I: GLASS10011% CLASS II: PRE-FINISHED METAL 303% CLASS II: PRE-FINISHED MTL SIDING 255.2528% Grand total MATERIAL CALC- EXTERIOR ELEVATION D MATERIAL AREA PERCENTAGE CLASS I: BRICK 519.7 34% CLASS I: GLASS 223.89 15% CLASS II: FIBER CEMENT SIDING 275.79 18% CLASS II: PRE-FINISHED MTL SIDING 492.35 33% Grand total MATERIAL CALC- EXTERIOR ELEVATION G MATERIAL AREA PERCENTAGE CLASS I: BRICK 540.49 60% CLASS I: GLASS 70 8% CLASS II: PRE-FINISHED METAL 29.93 3% CLASS II: PRE-FINISHED MTL SIDING 267.39 29% Grand total MATERIAL CALC- EXTERIOR ELEVATION C MATERIAL AREA PERCENTAGE CLASS I: BRICK 532.76 59% CLASS I: GLASS 100 11% CLASS II: PRE-FINISHED METAL 28.1 3% CLASS II: PRE-FINISHED MTL SIDING 249.28 27% Grand total 42%CLASS I: 58 %CLASS II: 61 %CLASS I: 39 %CLASS II: 49 %CLASS I: 51 %CLASS II: 67 %CLASS I: 33 %CLASS II: 70 %CLASS I: 30 %CLASS II: 68 %CLASS I: 32 %CLASS II: 65 %CLASS I: 35 %CLASS II: 1" = 30'-0"1Key PlanKey PlanKey PlanKey Plan---- ElevationsElevationsElevationsElevations TOWNHOMES- EXTERIOR ELEVATIONS FIBER CEMENT SIDING IS BEING USED FOR UP TO 10% OF CLASS I EXTERIOR MATERIAL REQUIREMENT OF 60% OF THE EXTERIOR FACE. FIBER CEMENT SIDING IS BEING USED FOR UP TO 10% OF CLASS I EXTERIOR MATERIAL REQUIREMENT OF 60% OF THE EXTERIOR FACE. 68 © 2020 DJR Architecture Minnetonka and Texas 19 -047.00 St. Louis Park, Minnesota 12.29.2020 19 LEVEL 1 100' -0" LEVEL 2 110' -9 7/8" TRUSS BEARING 119' -11" TOP OF PARAPET 123' -8"23'-8"10'-9 7/8"9'-1 1/8" 3'-9" CLASS II-PRE-FINISHED MTL SIDING CLASS I-GLASS CLASS I-BRICK CLASS II-FIBER CEMENT SIDING MTL OVERHEAD DOOR CLASS II-PRE-FINISHED METAL LEVEL 1 100' -0" LEVEL 2 110' -9 7/8" TRUSS BEARING 119' -11" TOP OF PARAPET 123' -8"23'-8"3'-9"9'-1 1/8"10'-9 7/8"CLASS II: PRE-FINISHED METAL CLASS I: BRICK CLASS II: PRE-FINISHED MTL SIDING CLASS I: GLASS METAL BALCONY LEVEL 1 100' -0" LEVEL 2 110' -9 7/8" TOP OF PARAPET 123' -8"23'-8"12'-10 1/8"10'-9 7/8"METAL CANOPY CLASS I: BRICK METAL BALCONY CLASS II-PRE-FINISHED MTL SIDING CLASS II-FIBER CEMENT SIDING LEVEL 1 100' -0" LEVEL 2 110' -9 7/8" TRUSS BEARING 119' -11" TOP OF PARAPET 123' -8"23'-8"3'-9"9'-1 1/8"10'-9 7/8"CLASS I -BRICK CLASS I -GLASS METAL BALCONY CLASS II-PRE-FINISHED METAL CLASS II -PRE-FINISHED MTL SIDING CLASS II-FIBER CEMENT SIDING LEVEL 1 100' -0" LEVEL 2 110' -9 7/8" TRUSS BEARING 119' -11" TOP OF PARAPET 123' -8"23'-8"3'-9"9'-1 1/8"10'-9 7/8"CLASS II -PREFINISHED MTL SIDING CLASS I-BRICK CLASS I-GLASS CLASS II-FIBER CEMENT SIDING WALKWAY A B D E F G LEVEL 1 100' -0" LEVEL 2 110' -9 7/8" TRUSS BEARING 119' -11" TOP OF PARAPET 123' -8"23'-8"3'-9"9'-1 1/8"10'-9 7/8"CLASS I-BRICK CLASS I-GLASS WALKWAY Copyright 2019 DJR Architecture, Inc.CC BB AADD 44 33 22 11 333 Washington Ave N, Suite 210 Minneapolis, Minnesota 55401 612.676.2700 www.djr-inc.com Issue:Date: Project #: Date: Drawn by: Checked by: NOT FOR CONSTRUCTION NOT FOR CONSTRUCTIONEEFF 55 A200EXTERIOR ELEVATIONSMinnetonka & Texas, St. Louis Park, MN19-047 01/28/15 Author Checker Texa Tonka1/8" = 1'-0"D4 EEXXTTEERRIIOORR EELLEEVVAATTIIOONN EE 1/8" = 1'-0"F4 EEXXTTEERRIIOORR EELLEEVVAATTIIOONN FF 1/8" = 1'-0"E3 EEXXTTEERRIIOORR EELLEEVVAATTIIOONN AA 1/8" = 1'-0"C1 EEXXTTEERRIIOORR EELLEEVVAATTIIOONN BB 1/8" = 1'-0"C2 EEXXTTEERRIIOORR EELLEEVVAATTIIOONN DD MATERIAL CALC- EXTERIOR ELEVATION E MATERIAL AREA PERCENTAGE CLASS I: BRICK 1,706.4 41% CLASS I: GLASS 562.81 13% CLASS II: FIBER CEMENT SIDING 1,430.46 34% CLASS II: PRE-FINISHED MTL SIDING 490.8 12% Grand total MATERIAL CALC- EXTERIOR ELEVATION A MATERIAL AREA PERCENTAGE CLASS I: BRICK 1,501.57 34% CLASS I: GLASS 1,284.89 29% CLASS II: FIBER CEMENT SIDING 667.93 15% CLASS II: PRE-FINISHED METAL 193.28 4% CLASS II: PRE-FINISHED MTL SIDING 784.14 18% Grand total MATERIAL CALC- EXTERIOR ELEVATION B MATERIAL AREA PERCENTAGE CLASS I: BRICK 613.97 35% CLASS I: GLASS 563.64 32% CLASS II: FIBER CEMENT SIDING 349.22 20% CLASS II: PRE-FINISHED METAL 78.13 4% CLASS II: PRE-FINISHED MTL SIDING 160.77 9% Grand total MATERIAL CALC- EXTERIOR ELEVATION F MATERIAL AREA PERCENTAGE CLASS I: BRICK 528.23 58% CLASS I: GLASS 100 11% CLASS II: PRE-FINISHED METAL 30 3% CLASS II: PRE-FINISHED MTL SIDING 255.25 28% Grand total MATERIAL CALC- EXTERIOR ELEVATION D MATERIAL AREA PERCENTAGE CLASS I: BRICK 582.62 38% CLASS I: GLASS 223.89 15% CLASS II: FIBER CEMENT SIDING 275.79 18% CLASS II: PRE-FINISHED MTL SIDING 457.59 30% Grand total 54%CLASS I: 46%CLASS II: 63 %CLASS I: 37 %CLASS II: 53 %CLASS I: 47 %CLASS II: 67 %CLASS I: 33 %CLASS II: 68 %CLASS I: 32 %CLASS II: 65 %CLASS I: 35 %CLASS II: 1" = 30'-0"1 KKeeyy PPllaann--EElleevvaattiioonnss 1/8" = 1'-0"2 EEXXTTEERRIIOORR EELLEEVVAATTIIOONN GG MATERIAL CALC- EXTERIOR ELEVATION G MATERIAL AREA PERCENTAGE CLASS I: BRICK 540.49 60% CLASS I: GLASS 70 8% CLASS II: PRE-FINISHED METAL 29.93 3% CLASS II: PRE-FINISHED MTL SIDING 267.39 29% Grand total (TOWNHOMES) ELEVATIONS SCALE: 1/16” = 1’-0” LEVEL 1100' -0"LEVEL 2110' -9 7/8"TRUSS BEARING119' -11"TOP OF PARAPET123' -8"23'-8"10'-9 7/8"9'-1 1/8" 3'-9" CLASS II-PRE-FINISHED MTL SIDINGCLASS I-GLASSCLASS I-BRICKCLASS II-FIBER CEMENT SIDINGMTL OVERHEAD DOORCLASS II-PRE-FINISHED METALLEVEL 1100' -0"LEVEL 2110' -9 7/8"TRUSS BEARING119' -11"TOP OF PARAPET123' -8"23'-8"3'-9"9'-1 1/8"10'-9 7/8"CLASS II: PRE-FINISHED METALCLASS I: BRICKCLASS II: PRE-FINISHED MTL SIDINGCLASS I: GLASSMETAL BALCONY LEVEL 1100' -0"LEVEL 2110' -9 7/8"TOP OF PARAPET123' -8"23'-8"12'-10 1/8"10'-9 7/8"METAL CANOPYCLASS I: BRICKMETAL BALCONYCLASS II-PRE-FINISHED MTL SIDINGCLASS II-FIBER CEMENT SIDING LEVEL 1 100' -0" LEVEL 2 110' -9 7/8" TRUSS BEARING 119' -11" TOP OF PARAPET 123' -8"23'-8"3'-9"9'-1 1/8"10'-9 7/8"CLASS I -BRICK CLASS I -GLASS METAL BALCONY CLASS II-PRE-FINISHED METAL CLASS II -PRE-FINISHED MTL SIDING CLASS II-FIBER CEMENT SIDING LEVEL 1100' -0"LEVEL 2110' -9 7/8"TRUSS BEARING119' -11"TOP OF PARAPET123' -8"23'-8"3'-9"9'-1 1/8"10'-9 7/8"CLASS II -PREFINISHED MTL SIDINGCLASS I-BRICKCLASS I-GLASSCLASS II-FIBER CEMENTSIDINGWALKWAYABDEFG LEVEL 1 100' -0" LEVEL 2 110' -9 7/8" TRUSS BEARING 119' -11" TOP OF PARAPET 123' -8"23'-8"3'-9"9'-1 1/8"10'-9 7/8"CLASS I-BRICK CLASS I-GLASS WALKWAY Copyright 2019 DJR Architecture, Inc.CC BB AADD 443322 11 333 Washington Ave N, Suite 210Minneapolis, Minnesota 55401612.676.2700 www.djr-inc.comIssue:Date:Project #:Date:Drawn by:Checked by:NOT FOR CONSTRUCTION NOT FOR CONSTRUCTIONEEFF 55 A200EXTERIOR ELEVATIONSMinnetonka & Texas, St. Louis Park, MN19-04701/28/15AuthorChecker Texa Tonka1/8" = 1'-0"D4EEXXTTEERRIIOORR EELLEEVVAATTIIOONN EE1/8" = 1'-0"F4EEXXTTEERRIIOORR EELLEEVVAATTIIOONN FF1/8" = 1'-0"E3EEXXTTEERRIIOORR EELLEEVVAATTIIOONN AA 1/8" = 1'-0"C1 EEXXTTEERRIIOORR EELLEEVVAATTIIOONN BB 1/8" = 1'-0"C2 EEXXTTEERRIIOORR EELLEEVVAATTIIOONN DD MATERIAL CALC- EXTERIOR ELEVATION EMATERIALAREA PERCENTAGECLASS I: BRICK 1,706.4 41%CLASS I: GLASS 562.81 13%CLASS II: FIBER CEMENT SIDING 1,430.46 34%CLASS II: PRE-FINISHED MTL SIDING 490.8 12%Grand total MATERIAL CALC- EXTERIOR ELEVATION AMATERIALAREA PERCENTAGECLASS I: BRICK 1,501.57 34%CLASS I: GLASS 1,284.89 29%CLASS II: FIBER CEMENT SIDING 667.93 15%CLASS II: PRE-FINISHED METAL 193.28 4%CLASS II: PRE-FINISHED MTL SIDING 784.14 18%Grand total MATERIAL CALC- EXTERIOR ELEVATION B MATERIAL AREA PERCENTAGE CLASS I: BRICK 613.97 35% CLASS I: GLASS 563.64 32% CLASS II: FIBER CEMENT SIDING 349.22 20% CLASS II: PRE-FINISHED METAL 78.13 4% CLASS II: PRE-FINISHED MTL SIDING 160.77 9% Grand total MATERIAL CALC- EXTERIOR ELEVATION FMATERIALAREA PERCENTAGE CLASS I: BRICK528.2358% CLASS I: GLASS10011% CLASS II: PRE-FINISHED METAL 303% CLASS II: PRE-FINISHED MTL SIDING 255.2528% Grand total MATERIAL CALC- EXTERIOR ELEVATION DMATERIALAREA PERCENTAGE CLASS I: BRICK 582.62 38% CLASS I: GLASS 223.89 15% CLASS II: FIBER CEMENT SIDING 275.79 18% CLASS II: PRE-FINISHED MTL SIDING 457.59 30% Grand total 54%CLASS I: 46%CLASS II:63 %CLASS I: 37 %CLASS II: 53 %CLASS I: 47 %CLASS II: 67 %CLASS I: 33 %CLASS II: 68 %CLASS I: 32 %CLASS II: 65 %CLASS I: 35 %CLASS II: 1" = 30'-0"1KKeeyy PPllaann--EElleevvaattiioonnss 1/8" = 1'-0"2EEXXTTEERRIIOORR EELLEEVVAATTIIOONN GG MATERIAL CALC- EXTERIOR ELEVATION G MATERIALAREA PERCENTAGE CLASS I: BRICK540.4960% CLASS I: GLASS708% CLASS II: PRE-FINISHED METAL 29.933% CLASS II: PRE-FINISHED MTL SIDING 267.3929% Grand total EXTERIOR ELEVATION B LEVEL 1100' -0"LEVEL 2110' -9 7/8"TRUSS BEARING119' -11"TOP OF PARAPET123' -8"23'-8"10'-9 7/8"9'-1 1/8" 3'-9" CLASS II-PRE-FINISHED MTL SIDINGCLASS I-GLASSCLASS I-BRICKCLASS II-FIBER CEMENT SIDINGMTL OVERHEAD DOORCLASS II-PRE-FINISHED METAL LEVEL 1 100' -0" LEVEL 2 110' -9 7/8" TRUSS BEARING 119' -11" TOP OF PARAPET 123' -8"23'-8"3'-9"9'-1 1/8"10'-9 7/8"CLASS II: PRE-FINISHED METAL CLASS I: BRICK CLASS II: PRE-FINISHED MTL SIDING CLASS I: GLASS METAL BALCONY LEVEL 1100' -0"LEVEL 2110' -9 7/8"TOP OF PARAPET123' -8"23'-8"12'-10 1/8"10'-9 7/8"METAL CANOPYCLASS I: BRICKMETAL BALCONYCLASS II-PRE-FINISHED MTL SIDINGCLASS II-FIBER CEMENT SIDING LEVEL 1 100' -0" LEVEL 2 110' -9 7/8" TRUSS BEARING 119' -11" TOP OF PARAPET 123' -8"23'-8"3'-9"9'-1 1/8"10'-9 7/8"CLASS I -BRICK CLASS I -GLASS METAL BALCONY CLASS II-PRE-FINISHED METAL CLASS II -PRE-FINISHED MTL SIDING CLASS II-FIBER CEMENT SIDING LEVEL 1 100' -0" LEVEL 2 110' -9 7/8" TRUSS BEARING 119' -11" TOP OF PARAPET 123' -8"23'-8"3'-9"9'-1 1/8"10'-9 7/8"CLASS II -PREFINISHED MTL SIDING CLASS I-BRICK CLASS I-GLASS CLASS II-FIBER CEMENT SIDING WALKWAY A BD E F G LEVEL 1 100' -0" LEVEL 2 110' -9 7/8" TRUSS BEARING 119' -11" TOP OF PARAPET 123' -8"23'-8"3'-9"9'-1 1/8"10'-9 7/8"CLASS I-BRICK CLASS I-GLASS WALKWAY Copyright 2019 DJR Architecture, Inc.CC BB AADD 44 33 22 11 333 Washington Ave N, Suite 210Minneapolis, Minnesota 55401612.676.2700 www.djr-inc.comIssue:Date:Project #:Date:Drawn by:Checked by:NOT FOR CONSTRUCTION NOT FOR CONSTRUCTIONEEFF 55 A200EXTERIOR ELEVATIONSMinnetonka & Texas, St. Louis Park, MN19-04701/28/15AuthorChecker Texa Tonka1/8" = 1'-0"D4 EEXXTTEERRIIOORR EELLEEVVAATTIIOONN EE 1/8" = 1'-0"F4 EEXXTTEERRIIOORR EELLEEVVAATTIIOONN FF 1/8" = 1'-0"E3 EEXXTTEERRIIOORR EELLEEVVAATTIIOONN AA 1/8" = 1'-0"C1 EEXXTTEERRIIOORR EELLEEVVAATTIIOONN BB 1/8" = 1'-0"C2 EEXXTTEERRIIOORR EELLEEVVAATTIIOONN DD MATERIAL CALC- EXTERIOR ELEVATION EMATERIALAREA PERCENTAGECLASS I: BRICK 1,706.4 41%CLASS I: GLASS 562.81 13%CLASS II: FIBER CEMENT SIDING 1,430.46 34%CLASS II: PRE-FINISHED MTL SIDING 490.8 12%Grand total MATERIAL CALC- EXTERIOR ELEVATION AMATERIALAREA PERCENTAGECLASS I: BRICK 1,501.57 34% CLASS I: GLASS 1,284.89 29% CLASS II: FIBER CEMENT SIDING 667.93 15% CLASS II: PRE-FINISHED METAL 193.28 4% CLASS II: PRE-FINISHED MTL SIDING 784.14 18% Grand total MATERIAL CALC- EXTERIOR ELEVATION B MATERIAL AREA PERCENTAGE CLASS I: BRICK 613.97 35% CLASS I: GLASS 563.64 32% CLASS II: FIBER CEMENT SIDING 349.22 20% CLASS II: PRE-FINISHED METAL 78.13 4% CLASS II: PRE-FINISHED MTL SIDING 160.77 9% Grand total MATERIAL CALC- EXTERIOR ELEVATION F MATERIAL AREA PERCENTAGE CLASS I: BRICK 528.23 58% CLASS I: GLASS 100 11% CLASS II: PRE-FINISHED METAL 30 3% CLASS II: PRE-FINISHED MTL SIDING 255.25 28% Grand total MATERIAL CALC- EXTERIOR ELEVATION D MATERIAL AREA PERCENTAGE CLASS I: BRICK 582.62 38% CLASS I: GLASS 223.89 15% CLASS II: FIBER CEMENT SIDING 275.79 18% CLASS II: PRE-FINISHED MTL SIDING 457.59 30% Grand total 54%CLASS I: 46%CLASS II: 63 %CLASS I: 37 %CLASS II: 53 %CLASS I: 47 %CLASS II: 67 %CLASS I: 33 %CLASS II: 68 %CLASS I: 32 %CLASS II: 65 %CLASS I: 35 %CLASS II: 1" = 30'-0"1KKeeyy PPllaann--EElleevvaattiioonnss 1/8" = 1'-0"2 EEXXTTEERRIIOORR EELLEEVVAATTIIOONN GG MATERIAL CALC- EXTERIOR ELEVATION G MATERIAL AREA PERCENTAGE CLASS I: BRICK 540.49 60% CLASS I: GLASS 70 8% CLASS II: PRE-FINISHED METAL 29.93 3% CLASS II: PRE-FINISHED MTL SIDING 267.39 29% Grand total LEVEL 1100' -0"LEVEL 2110' -9 7/8"TRUSS BEARING119' -11"TOP OF PARAPET123' -8"23'-8"10'-9 7/8"9'-1 1/8" 3'-9" CLASS II-PRE-FINISHED MTL SIDINGCLASS I-GLASSCLASS I-BRICKCLASS II-FIBER CEMENT SIDINGMTL OVERHEAD DOORCLASS II-PRE-FINISHED METAL LEVEL 1 100' -0" LEVEL 2 110' -9 7/8" TRUSS BEARING 119' -11" TOP OF PARAPET 123' -8"23'-8"3'-9"9'-1 1/8"10'-9 7/8"CLASS II: PRE-FINISHED METAL CLASS I: BRICK CLASS II: PRE-FINISHED MTL SIDING CLASS I: GLASS METAL BALCONY LEVEL 1 100' -0" LEVEL 2 110' -9 7/8" TOP OF PARAPET 123' -8"23'-8"12'-10 1/8"10'-9 7/8"METAL CANOPY CLASS I: BRICK METAL BALCONY CLASS II-PRE-FINISHED MTL SIDING CLASS II-FIBER CEMENT SIDING LEVEL 1 100' -0" LEVEL 2 110' -9 7/8" TRUSS BEARING 119' -11" TOP OF PARAPET 123' -8"23'-8"3'-9"9'-1 1/8"10'-9 7/8"CLASS I -BRICK CLASS I -GLASS METAL BALCONY CLASS II-PRE-FINISHED METAL CLASS II -PRE-FINISHED MTL SIDING CLASS II-FIBER CEMENT SIDING LEVEL 1 100' -0" LEVEL 2 110' -9 7/8" TRUSS BEARING 119' -11" TOP OF PARAPET 123' -8"23'-8"3'-9"9'-1 1/8"10'-9 7/8"CLASS II -PREFINISHED MTL SIDING CLASS I-BRICK CLASS I-GLASS CLASS II-FIBER CEMENT SIDING WALKWAY A BD E F G LEVEL 1 100' -0" LEVEL 2 110' -9 7/8" TRUSS BEARING 119' -11" TOP OF PARAPET 123' -8"23'-8"3'-9"9'-1 1/8"10'-9 7/8"CLASS I-BRICK CLASS I-GLASS WALKWAY Copyright 2019 DJR Architecture, Inc.CC BB AADD 44 33 22 11 333 Washington Ave N, Suite 210Minneapolis, Minnesota 55401612.676.2700 www.djr-inc.com Issue:Date: Project #: Date: Drawn by: Checked by: NOT FOR CONSTRUCTION NOT FOR CONSTRUCTIONEEFF 55 A200EXTERIOR ELEVATIONSMinnetonka & Texas, St. Louis Park, MN19-047 01/28/15 Author Checker Texa Tonka1/8" = 1'-0"D4EEXXTTEERRIIOORR EELLEEVVAATTIIOONN EE 1/8" = 1'-0"F4 EEXXTTEERRIIOORR EELLEEVVAATTIIOONN FF 1/8" = 1'-0"E3EEXXTTEERRIIOORR EELLEEVVAATTIIOONN AA 1/8" = 1'-0"C1 EEXXTTEERRIIOORR EELLEEVVAATTIIOONN BB 1/8" = 1'-0"C2 EEXXTTEERRIIOORR EELLEEVVAATTIIOONN DD MATERIAL CALC- EXTERIOR ELEVATION EMATERIALAREA PERCENTAGECLASS I: BRICK 1,706.4 41%CLASS I: GLASS 562.81 13%CLASS II: FIBER CEMENT SIDING 1,430.46 34%CLASS II: PRE-FINISHED MTL SIDING 490.8 12%Grand total MATERIAL CALC- EXTERIOR ELEVATION A MATERIAL AREA PERCENTAGE CLASS I: BRICK 1,501.57 34% CLASS I: GLASS 1,284.89 29% CLASS II: FIBER CEMENT SIDING 667.93 15% CLASS II: PRE-FINISHED METAL 193.28 4% CLASS II: PRE-FINISHED MTL SIDING 784.14 18% Grand total MATERIAL CALC- EXTERIOR ELEVATION B MATERIAL AREA PERCENTAGE CLASS I: BRICK 613.97 35% CLASS I: GLASS 563.64 32% CLASS II: FIBER CEMENT SIDING 349.22 20% CLASS II: PRE-FINISHED METAL 78.13 4% CLASS II: PRE-FINISHED MTL SIDING 160.77 9% Grand total MATERIAL CALC- EXTERIOR ELEVATION F MATERIAL AREA PERCENTAGE CLASS I: BRICK 528.23 58% CLASS I: GLASS 100 11% CLASS II: PRE-FINISHED METAL 30 3% CLASS II: PRE-FINISHED MTL SIDING 255.25 28% Grand total MATERIAL CALC- EXTERIOR ELEVATION D MATERIAL AREA PERCENTAGE CLASS I: BRICK 582.62 38% CLASS I: GLASS 223.89 15% CLASS II: FIBER CEMENT SIDING 275.79 18% CLASS II: PRE-FINISHED MTL SIDING 457.59 30% Grand total 54%CLASS I: 46%CLASS II: 63 %CLASS I: 37 %CLASS II: 53 %CLASS I: 47 %CLASS II: 67 %CLASS I: 33 %CLASS II: 68 %CLASS I: 32 %CLASS II: 65 %CLASS I: 35 %CLASS II: 1" = 30'-0"1KKeeyy PPllaann--EElleevvaattiioonnss 1/8" = 1'-0"2 EEXXTTEERRIIOORR EELLEEVVAATTIIOONN GG MATERIAL CALC- EXTERIOR ELEVATION G MATERIAL AREA PERCENTAGE CLASS I: BRICK 540.49 60% CLASS I: GLASS 70 8% CLASS II: PRE-FINISHED METAL 29.93 3% CLASS II: PRE-FINISHED MTL SIDING 267.39 29% Grand total EXTERIOR ELEVATION D EXTERIOR ELEVATION F LEVEL 1100' -0"LEVEL 2110' -9 7/8"TRUSS BEARING119' -11"TOP OF PARAPET123' -8"23'-8"10'-9 7/8"9'-1 1/8" 3'-9" CLASS II-PRE-FINISHED MTL SIDINGCLASS I-GLASSCLASS I-BRICKCLASS II-FIBER CEMENT SIDINGMTL OVERHEAD DOORCLASS II-PRE-FINISHED METAL LEVEL 1 100' -0" LEVEL 2 110' -9 7/8" TRUSS BEARING 119' -11" TOP OF PARAPET 123' -8"23'-8"3'-9"9'-1 1/8"10'-9 7/8"CLASS II: PRE-FINISHED METAL CLASS I: BRICK CLASS II: PRE-FINISHED MTL SIDING CLASS I: GLASS METAL BALCONY LEVEL 1100' -0"LEVEL 2110' -9 7/8"TOP OF PARAPET123' -8"23'-8"12'-10 1/8"10'-9 7/8"METAL CANOPYCLASS I: BRICKMETAL BALCONYCLASS II-PRE-FINISHED MTL SIDINGCLASS II-FIBER CEMENT SIDING LEVEL 1 100' -0" LEVEL 2 110' -9 7/8" TRUSS BEARING 119' -11" TOP OF PARAPET 123' -8"23'-8"3'-9"9'-1 1/8"10'-9 7/8"CLASS I -BRICK CLASS I -GLASS METAL BALCONY CLASS II-PRE-FINISHED METAL CLASS II -PRE-FINISHED MTL SIDING CLASS II-FIBER CEMENT SIDING LEVEL 1 100' -0" LEVEL 2 110' -9 7/8" TRUSS BEARING 119' -11" TOP OF PARAPET 123' -8"23'-8"3'-9"9'-1 1/8"10'-9 7/8"CLASS II -PREFINISHED MTL SIDING CLASS I-BRICK CLASS I-GLASS CLASS II-FIBER CEMENT SIDING WALKWAY A B D E F G LEVEL 1 100' -0" LEVEL 2 110' -9 7/8" TRUSS BEARING 119' -11" TOP OF PARAPET 123' -8"23'-8"3'-9"9'-1 1/8"10'-9 7/8"CLASS I-BRICK CLASS I-GLASS WALKWAY Copyright 2019 DJR Architecture, Inc.CC BB AADD 4433 22 11 333 Washington Ave N, Suite 210Minneapolis, Minnesota 55401612.676.2700 www.djr-inc.comIssue:Date:Project #:Date:Drawn by:Checked by:NOT FOR CONSTRUCTION NOT FOR CONSTRUCTIONEEFF 55 A200EXTERIOR ELEVATIONSMinnetonka & Texas, St. Louis Park, MN19-04701/28/15AuthorChecker Texa Tonka1/8" = 1'-0"D4 EEXXTTEERRIIOORR EELLEEVVAATTIIOONN EE 1/8" = 1'-0"F4 EEXXTTEERRIIOORR EELLEEVVAATTIIOONN FF 1/8" = 1'-0"E3 EEXXTTEERRIIOORR EELLEEVVAATTIIOONN AA 1/8" = 1'-0"C1 EEXXTTEERRIIOORR EELLEEVVAATTIIOONN BB 1/8" = 1'-0"C2 EEXXTTEERRIIOORR EELLEEVVAATTIIOONN DD MATERIAL CALC- EXTERIOR ELEVATION EMATERIALAREA PERCENTAGECLASS I: BRICK 1,706.4 41%CLASS I: GLASS 562.81 13%CLASS II: FIBER CEMENT SIDING 1,430.46 34%CLASS II: PRE-FINISHED MTL SIDING 490.8 12%Grand total MATERIAL CALC- EXTERIOR ELEVATION AMATERIALAREA PERCENTAGECLASS I: BRICK 1,501.57 34%CLASS I: GLASS 1,284.89 29%CLASS II: FIBER CEMENT SIDING 667.93 15%CLASS II: PRE-FINISHED METAL 193.28 4% CLASS II: PRE-FINISHED MTL SIDING 784.14 18% Grand total MATERIAL CALC- EXTERIOR ELEVATION B MATERIAL AREA PERCENTAGE CLASS I: BRICK 613.97 35% CLASS I: GLASS 563.64 32% CLASS II: FIBER CEMENT SIDING 349.22 20% CLASS II: PRE-FINISHED METAL 78.13 4% CLASS II: PRE-FINISHED MTL SIDING 160.77 9% Grand total MATERIAL CALC- EXTERIOR ELEVATION F MATERIAL AREA PERCENTAGE CLASS I: BRICK 528.23 58% CLASS I: GLASS 100 11% CLASS II: PRE-FINISHED METAL 30 3% CLASS II: PRE-FINISHED MTL SIDING 255.25 28% Grand total MATERIAL CALC- EXTERIOR ELEVATION D MATERIAL AREA PERCENTAGE CLASS I: BRICK 582.62 38% CLASS I: GLASS 223.89 15% CLASS II: FIBER CEMENT SIDING 275.79 18% CLASS II: PRE-FINISHED MTL SIDING 457.59 30% Grand total 54%CLASS I: 46%CLASS II: 63 %CLASS I: 37 %CLASS II: 53 %CLASS I: 47 %CLASS II: 67 %CLASS I: 33 %CLASS II: 68 %CLASS I: 32 %CLASS II: 65 %CLASS I: 35 %CLASS II: 1" = 30'-0"1 KKeeyy PPllaann--EElleevvaattiioonnss 1/8" = 1'-0"2 EEXXTTEERRIIOORR EELLEEVVAATTIIOONN GG MATERIAL CALC- EXTERIOR ELEVATION G MATERIAL AREA PERCENTAGE CLASS I: BRICK 540.49 60% CLASS I: GLASS 70 8% CLASS II: PRE-FINISHED METAL 29.93 3% CLASS II: PRE-FINISHED MTL SIDING 267.39 29% Grand total EXTERIOR ELEVATION G TOWNHOMES- EXTERIOR ELEVATIONS 69 © 2020 DJR Architecture Minnetonka and Texas 19 -047.00 St. Louis Park, Minnesota 12.29.2020 20 18395 SF PARKING 25 9 21 450 SF MEP 302'-0" 760 SF 1 BR+D104'-0"4 59 PARKING STALLS 66'-0"36'-8 3/8"240'-0"62'-0"62'-0"570 SF 1BR Rentable Area Legend 1 BR+D 1BR CIRCULATION MEP PARKING 755 SF 1 BR+D 945 SF 2BR 655 SF 1BR 655 SF 1BR 725 SF 1BR 630 SF 1BR 955 SF 2BR 475 SF AL 475 SF AL 630 SF 1BR 475 SF AL 600 SF 1BR 835 SF 2BR 640 SF 1BR 640 SF 1BR 810 SF 1BR 735 SF 1BR 302'-0"38'-0"64'-8"102'-8"240'-0"62'-0" 5 8 5560 SF PARKING 365 SF TRASH/REC 14 PARKING STALLS Rentable Area Legend 1 BR+D 1BR 2BR AL AMENITY CIRCULATION FITNESS PARKING TRASH/REC 32 BIKES 1735 SF AMENITY 395 SF FITNESS 765 SF CIRCULATION 63'-6" 475 SF AL ZZOONNIINNGG RREECCAAPP ZZOONNIINNGG CURRENT PRIMARY ZONING C1 , R3 PROPOSED ZONING PUD SSIITTEE TOTAL AREA 80,213 SF (1.84 AC) TOTAL SITE BUILDING AREA = 119,196 SF-29,542 SF GARAGE AREA = 89,654 SF / 80,213 SF (SITE AREA) = 1.12 FAR 112 UNITS / 1.84 AC = 61 units per acre PPAARRKKIINNGG RREEQQUUIIRREEDD --11 PPEERR BBEEDDRROOOOMM:: REQUIRED SPACES 134 SPACES PROVIDED SPACES 138 SPACES BBUUIILLDDIINNGG HHEEIIGGHHTT ALLOWED 3 STORIES -35'-0" (C1 ZONING) PROPOSED 5 STORIES - 60'-0" ST AL 1 2 3 4 4 7 8 5 - 10TOTAL 26 - 1 1 - - AAPPAARRTTMMEENNTT UUNNIITT MMIIXX FFAARR UNITS 1BR 10 14 12 50 2BR 3 3 1 11 P1 ---1 - 75 14 3 2 11 BBEEDDRROOOOMM RREECCAAPP --TTHHMMSS 1 10 APTS 113 BDRMS THMS 21 BDRMS TOTAL 21 BDRMS TOTAL 134 BDRMS PPAARRKKIINNGG RREECCAAPP:: APARTMENTS 73 ENCLOSED SPACES TOWNHOMES 18 ENCLOSED SPACES SURFACE STALLS 42 SPACES STREET 5 SPACES TOTAL:138 STALLS PROVIDED 17 30 30 21 101 UNITS units/flr 3 2BR+ 2 1BR+D 2 - - - - 2 BBIIKKEE PPAARRKKIINNGG RREEQQUUIIRREEDD -- 11//UUNNIITT ++ 1100%% OOFF PPAARRKKIINNGG SSPPAACCEESS BIKE PARKING REQUIRED 126 SPACES (112 +(138X.10=13.8)=126 BIKE PARKING PROVIDED 126 SPACES ((EELLEECCTTRRIICC VVEEHHIICCLLEE CCHHAARRGGIINNGG SSTTAATTIIOONN ((EEVVCCSS)) EEVVCCSS -- 1100%% OOFF RREEQQ''DD PPAARRKKIINNGG ((11 AACC CCEESSSSIIBBLLEE SSPPAACCEESS AACCCC EESSSS)) EVCS REQ'D -(134x.1) =14 LEVEL 1 SPACES (1) LEVEL 2 SPACE AND (7) LEVEL 2 CONDUIT SPACES EVCS EVCS PROVIDED -(9) LEVEL 1 SPACES (AT TOWNHOMES) (12) LEVEL 2 SPACES AT LEVEL 1 PARKING (5 SERVE AS BONUS LEVEL 1 SPACES) (7) LEVEL 2 CONDUIT SPACES AT LEVEL P1 Copyright 2020 DJR Architecture, Inc. PLANS & MATRIX St Louis Park, MN Texa Tonka 19-047 02.11.2020 AARREEAA SSCCHHEEDDUULLEE ((GGRROOSSSS)) NNaammee LLeevveell AArreeaa 1 BR+D LEVEL P1 1,523 SF 1BR LEVEL P1 573 SF CIRCULATION LEVEL P1 549 SF MEP LEVEL P1 450 SF PARKING LEVEL P1 18,398 SF LLEEVVEELL PP11 2211,,449933 SSFF 1 BR+D LEVEL 1 0 SF 1BR LEVEL 1 6,748 SF 2BR LEVEL 1 2,739 SF AL LEVEL 1 1,917 SF AMENITY LEVEL 1 1,739 SF CIRCULATION LEVEL 1 1,915 SF FITNESS LEVEL 1 399 SF PARKING LEVEL 1 5,560 SF TRASH/REC LEVEL 1 369 SF LLEEVVEELL 11 2211,,338866 SSFF 1BR LEVEL 2 9,044 SF 2BR LEVEL 2 2,726 SF 2BR+DEN LEVEL 2 1,205 SF AL LEVEL 2 3,434 SF CIRCULATION LEVEL 2 2,216 SF MEP LEVEL 2 165 SF ST LEVEL 2 2,092 SF TRASH/REC LEVEL 2 108 SF LLEEVVEELL 22 2200,,999900 SSFF 1BR LEVEL 3 9,025 SF 2BR LEVEL 3 2,726 SF 2BR+DEN LEVEL 3 1,205 SF AL LEVEL 3 2,936 SF ALCOVE LEVEL 3 499 SF CIRCULATION LEVEL 3 2,208 SF MEP LEVEL 3 162 SF ST LEVEL 3 2,088 SF TRASH LEVEL 3 112 SF LLEEVVEELL 33 2200,,996600 SSFF 1BR LEVEL 4 7,564 SF 2BR LEVEL 4 940 SF AL LEVEL 4 4,011 SF AMENITY LEVEL 4 537 SF CIRCULATION LEVEL 4 2,046 SF MEP LEVEL 4 113 SF TRASH/REC LEVEL 4 105 SF LLEEVVEELL 44 1155,,331166 SSFF GGrraanndd ttoottaall 110000,,114455 SSFF 1/32" = 1'-0" PP11--RReennttaabbllee AArreeaa 1/32" = 1'-0" FFLLOOOORR PPLLAANN--LLEEVVEELL 11 SSOOUUTTHH FLOOR PLANS - LEVELS P1- 1 (SOUTH BUILDING) FLOOR PLAN - LEVEL -1 LEVEL 1 18395 SF PARKING 25 9 21 450 SF MEP 302'-0" 760 SF 1 BR+D104'-0"4 59 PARKING STALLS 66'-0"36'-8 3/8"240'-0"62'-0"62'-0"570 SF 1BR Rentable Area Legend 1 BR+D 1BR CIRCULATION MEP PARKING 755 SF 1 BR+D 945 SF 2BR 655 SF 1BR 655 SF 1BR 725 SF 1BR 630 SF 1BR 955 SF 2BR 475 SF AL 475 SF AL 630 SF 1BR 475 SF AL 600 SF 1BR 835 SF 2BR 640 SF 1BR 640 SF 1BR 810 SF 1BR 735 SF 1BR 302'-0"38'-0"64'-8"102'-8"240'-0"62'-0" 5 8 5560 SF PARKING 365 SF TRASH/REC 14 PARKING STALLS Rentable Area Legend 1 BR+D 1BR 2BR AL AMENITY CIRCULATION FITNESS PARKING TRASH/REC 32 BIKES 1735 SF AMENITY 395 SF FITNESS 765 SF CIRCULATION 63'-6" 475 SF AL ZZOONNIINNGG RREECCAAPP ZZOONNIINNGG CURRENT PRIMARY ZONING C1 , R3 PROPOSED ZONING PUD SSIITTEE TOTAL AREA 80,213 SF (1.84 AC) TOTAL SITE BUILDING AREA = 119,196 SF-29,542 SF GARAGE AREA = 89,654 SF / 80,213 SF (SITE AREA) = 1.12 FAR 112 UNITS / 1.84 AC = 61 units per acre PPAARRKKIINNGG RREEQQUUIIRREEDD --11 PPEERR BBEEDDRROOOOMM:: REQUIRED SPACES 134 SPACES PROVIDED SPACES 138 SPACES BBUUIILLDDIINNGG HHEEIIGG HHTT ALLOWED 3 STORIES -35'-0" (C1 ZONING) PROPOSED 5 STORIES - 60'-0" ST AL 1 2 3 4 4 7 8 5 - 10TOTAL 26 - 1 1 - - AAPPAARRTTMMEENNTT UUNNIITT MMIIXX FFAARR UNITS 1BR 10 14 12 50 2BR 3 3 1 11 P1 ---1 - 75 14 3 2 11 BBEEDDRROOOOMM RREECCAAPP --TTHHMMSS 1 10 APTS 113 BDRMS THMS 21 BDRMS TOTAL 21 BDRMS TOTAL 134 BDRMS PPAARRKKIINNGG RREECCAAPP:: APARTMENTS 73 ENCLOSED SPACES TOWNHOMES 18 ENCLOSED SPACES SURFACE STALLS 42 SPACES STREET 5 SPACES TOTAL:138 STALLS PROVIDED 17 30 30 21 101 UNITS units/flr 3 2BR+ 2 1BR+D 2 - - - - 2 BBIIKKEE PPAARRKKIINNGG RREEQQUUIIRREEDD -- 11//UUNNIITT ++ 1100%% OOFF PPAARRKKIINNGG SSPPAACCEESS BIKE PARKING REQUIRED 126 SPACES (112 +(138X.10=13.8)=126 BIKE PARKING PROVIDED 126 SPACES ((EELLEECCTTRRIICC VVEEHHIICCLL EE CCHHAARRGGIINNGG SSTTAATTIIOONN ((EEVVCCSS)) EEVVCCSS -- 1100%% OOFF RREEQQ''DD PPAARRKKIINNGG ((11 AACC CCEESSSSIIBBLLEE SSPPAACCEESS AACCCC EESSSS)) EVCS REQ'D -(134x.1) =14 LEVEL 1 SPACES (1) LEVEL 2 SPACE AND (7) LEVEL 2 CONDUIT SPACES EVCS EVCS PROVIDED -(9) LEVEL 1 SPACES (AT TOWNHOMES) (12) LEVEL 2 SPACES AT LEVEL 1 PARKING (5 SERVE AS BONUS LEVEL 1 SPACES) (7) LEVEL 2 CONDUIT SPACES AT LEVEL P1 Copyright 2020 DJR Architecture, Inc. PLANS & MATRIX St Louis Park, MN Texa Tonka 19-047 02.11.2020 AARREEAA SSCCHHEEDDUULLEE ((GGRROOSSSS)) NNaammee LLeevveell AArreeaa 1 BR+D LEVEL P1 1,523 SF 1BR LEVEL P1 573 SF CIRCULATION LEVEL P1 549 SF MEP LEVEL P1 450 SF PARKING LEVEL P1 18,398 SF LLEEVVEELL PP11 2211,,449933 SSFF 1 BR+D LEVEL 1 0 SF 1BR LEVEL 1 6,748 SF 2BR LEVEL 1 2,739 SF AL LEVEL 1 1,917 SF AMENITY LEVEL 1 1,739 SF CIRCULATION LEVEL 1 1,915 SF FITNESS LEVEL 1 399 SF PARKING LEVEL 1 5,560 SF TRASH/REC LEVEL 1 369 SF LLEEVVEELL 11 2211,,338866 SSFF 1BR LEVEL 2 9,044 SF 2BR LEVEL 2 2,726 SF 2BR+DEN LEVEL 2 1,205 SF AL LEVEL 2 3,434 SF CIRCULATION LEVEL 2 2,216 SF MEP LEVEL 2 165 SF ST LEVEL 2 2,092 SF TRASH/REC LEVEL 2 108 SF LLEEVVEELL 22 2200,,999900 SSFF 1BR LEVEL 3 9,025 SF 2BR LEVEL 3 2,726 SF 2BR+DEN LEVEL 3 1,205 SF AL LEVEL 3 2,936 SF ALCOVE LEVEL 3 499 SF CIRCULATION LEVEL 3 2,208 SF MEP LEVEL 3 162 SF ST LEVEL 3 2,088 SF TRASH LEVEL 3 112 SF LLEEVVEELL 33 2200,,996600 SSFF 1BR LEVEL 4 7,564 SF 2BR LEVEL 4 940 SF AL LEVEL 4 4,011 SF AMENITY LEVEL 4 537 SF CIRCULATION LEVEL 4 2,046 SF MEP LEVEL 4 113 SF TRASH/REC LEVEL 4 105 SF LLEEVVEELL 44 1155,,331166 SSFF GGrraanndd ttoottaall 110000,,114455 SSFF 1/32" = 1'-0" PP11--RR eennttaabbllee AArreeaa 1/32" = 1'-0" FFLLOOOORR PPLLAANN--LLEEVVEELL 11 SSOOUUTTHH PPAARRKKIINNGG 11BBRR ++ DD 11BBRR 11BBRR ++ DD MMEEPP CCIIRRCCUULLAATTIIOONN 104'-0"66'-0"38'-0"240'-0"62'-0"62'-0"302'-0" WALKOUT UNITS PPLLAANN NNOORRTTHH NN25 59 SPACES 21 94 40 WALL MOUNTED BIKE RACKS -(2) PER EACH RACK = 80 TOTAL EVCEVCEVCEVCEVC EVC EVC 7 ELECTRIC VEHICLE CHARGING CONDUITS -LEVEL 2 Copyright 2020 DJR Architecture, Inc. LEVEL -1 St Louis Park, MN Texa Tonka 19-047 10/19/20 1" = 30'-0"1 FFLLOOOORR PPLLAANN --LLEEVVEELL PP 11 70 © 2020 DJR Architecture Minnetonka and Texas 19 -047.00 St. Louis Park, Minnesota 12.29.2020 21 FLOOR PLANS - LEVELS 1 (SOUTH BUILDING) FLOOR PLANS - LEVEL 1 22BBRR 11BBRR 11BBRR 11BBRR 11BBRR 22BBRR 11BBRR AALLCCOOVVEE 11BBRR AALLCCOOVVEE PPAARRKKIINNGGCCIIRRCCUULLAATTIIOONN AAMMEENNIITTYY 11BBRR 11BBRR 11BBRR11BBRR TTRRAASSHH//RREECC PPAARRKKIINNGG CCIIRRCCUULLAATTIIOONN 302'-0"38'-0"64'-8"102'-8"240'-0"62'-0" METAL BALCONY PPLLAANN NNOORRTTHH NNFFIITTNNEESSSS AALLCCOOVVEE 22BBRR EVC EVC EVC EVC EVC EVCEVC OUTDOOR PATIO WALKOUT UNITS 14 SPACES 12 ELECTRIC VEHICLE CHARGING -LEVEL 2 VAN BIKE RACK, (4) BIKES BIKE RACK, (6) BIKES 8'-0" 8'-4" 8'-0"18'-0"AALLCCOOVVEE EVC EVC EVC EVC EVC Copyright 2020 DJR Architecture, Inc. LEVEL 1 St Louis Park, MN Texa Tonka 19-047 10/19/20 1" = 30'-0"1 FFLLOOOORR PPLL AANN --LLEEVVEELL 11 SOLID CANOPY ABOVE 32 BIKES, 14 EXTERIOR, SEE SITE PLAN = 46 TOTAL 71 © 2020 DJR Architecture Minnetonka and Texas 19 -047.00 St. Louis Park, Minnesota 12.29.2020 22 FLOOR PLANS - LEVELS 2-3 (SOUTH BUILDING) FLOOR PLANS - LEVEL 2 - 3 104'-0"22BBRR 11BBRR AALLCCOOVVEE 11BBRR AALLCCOOVVEE AALLCCOOVVEE 11BBRR AALLCCOOVVEE 11BBRR AALLCCOOVVEE SSTTUUDDIIOO 22BBRR ++ DD 11BBRR11BBRR11BBRR11BBRR11BBRR22BBRR11BBRR11BBRR11BBRR11BBRR22BBRR MMEEPPTTRRAASSHH//RREECC CCIIRRCCUULLAATTIIOONN 240'-0"62'-0" 302'-0"102'-8"38'-0"64'-8"ROOF BELOW METAL BALCONY PPLLAANN NNOORRTTHH NNAALLCCOOVVEE SSTTUUDDIIOO SSTTUUDDIIOO SSTTUUDDIIOO 11BBRR SSTTUUDDIIOO AALLCCOOVVEE 33'-0"71'-0"Copyright 2020 DJR Architecture, Inc. LEVEL 2-3 St Louis Park, MN Texa Tonka 19-047 10/19/20 1" = 30'-0"1 FFLLOOOORR PPLLAANN --LLEEVVEELL 22--33 72 © 2020 DJR Architecture Minnetonka and Texas 19 -047.00 St. Louis Park, Minnesota 12.29.2020 23 FLOOR PLANS - LEVELS 4 (SOUTH BUILDING) FLOOR PLANS - LEVEL 4 PPLLAANN NNOORRTTHH NN11BBRR AALLCCOOVVEE 11BBRR AALLCCOOVVEE AALLCCOOVVEE 11BBRR AALLCCOOVVEE AALLCCOOVVEE11BBRR11BBRR11BBRR11BBRR22BBRR11BBRR11BBRRAALLCCOOVVEEAALLCCOOVVEE TTRRAASSHH//RREECC CCIIRRCCUULLAATTIIOONN 11BBRR AAMMEENNIITTYY SETBACK 28'-0"251'-1 1/2"17'-9 5/8"SETBACK38'-0"62'-0"SETBACK4'-0"ROOF BELOW ROOF BELOW 62'-0"38'-0"AMENITY DECK 11BBRR 11BBRRAALLCCOOVVEE MMEEPP DDOORRAA 134 765 SF Copyright 2020 DJR Architecture, Inc. LEVEL 4 St Louis Park, MN Texa Tonka 19-047 10/19/20 1" = 30'-0"1 FFLLOOOORR PPLLAANN --LLEEVVEELL 44 73 © 2020 DJR Architecture Minnetonka and Texas 19 -047.00 St. Louis Park, Minnesota 12.29.2020 24 LEVEL 1 101' -0" LEVEL 2 112' -5 7/8" LEVEL P1 90' -0" LEVEL 3 122' -11" LEVEL 4 133' -4 7/8" ROOF TRUSS BEARING 142' -6"11'-0"11'-5 7/8"10'-5 1/8"10'-5 7/8" 9'-1 1/8" 7'-0"59'-6"WALKOUT UNITS CLASS I: BRICK CLASS II: FIBER CEMENT SIDING- SHIP LAP CLASS II: PRE-FINISHED METAL SIDING CLASS I: PRE-FINISHED METAL CLASS II: PRE-FINISHED BRONZE CLASS I: GLASS FIBER CEMENT SIDING IS BEING USED FOR UP TO 10% OF CLASS I EXTERIOR MATERIAL REQUIREMENT OF 60% OF THE EXTERIOR FACE. LEVEL 1 101' -0" LEVEL 2 112' -5 7/8" LEVEL 3 122' -11" LEVEL 4 133' -4 7/8" ROOF TRUSS BEARING 142' -6"48'-1"6'-7"9'-1 1/8"10'-5 7/8"10'-5 1/8"11'-5 7/8"CLASS II: PRE-FINISHED METAL CLASS I: BRICK VENEER CLASS I: BRICK DETAIL CLASS II: PRE-FINISHED METAL SIDING CLASS II: FIBER CEMENT SIDING- LAP SIDING CLASS I: GLASS LEVEL 1 101' -0" LEVEL 2 112' -5 7/8" LEVEL P1 90' -0" LEVEL 3 122' -11" LEVEL 4 133' -4 7/8" ROOF TRUSS BEARING 142' -6" CLASS I: BRICK VENEER WALKOUT UNIT, TYP CLASS I: BRICK DETAILING CLASS II: PRE-FINISHED BRONZE CLASS I: BRICK CLASS II: PRE-FINISHED METAL SIDING CLASS II: PRE-FINISHED BRONZE 6'-6 25/32"9'-1 1/8"10'-5 7/8"10'-5 1/8"11'-5 7/8"53'-0"AVERAGE GRADE LINE CLASS I: GLASS METAL CANOPY CLASS II: FIBER CEMENT SIDING- SHIP LAP METAL CANOPY LIGHT SCONCE METAL ACCENT PILASTER LEVEL 1 101' -0" LEVEL 2 112' -5 7/8" LEVEL P1 90' -0" LEVEL 3 122' -11" LEVEL 4 133' -4 7/8" ROOF TRUSS BEARING 142' -6"59'-6"7'-0"9'-1 1/8"10'-5 7/8"10'-5 1/8"11'-5 7/8"11'-0"CLASS I: BRICK CLASS II: PRE-FINISHED BRONZE CLASS II: FIBER CEMENT SIDING- SHIP LAP CLASS II: PRE-FINISHED METAL SIDING CLASS II: PRE-FINISHED BRONZE CLASS I: GLASS FIBER CEMENT SIDING IS BEING USED FOR UP TO 10% OF CLASS I EXTERIOR MATERIAL REQUIREMENT OF 60% OF THE EXTERIOR FACE. Copyright 2019 DJR Architecture, Inc.CC BB AADD 44 33 22 11 333 Washington Ave N, Suite 210 Minneapolis, Minnesota 55401 612.676.2700 www.djr-inc.com Issue:Date: Project #: Date: Drawn by: Checked by: 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. SIGNATURE REGISTRATION NUMBER DATE PRINT NAME NOT FOR CONSTRUCTION NOT FOR CONSTRUCTIONEEFF 55 A200EXTERIOR ELEVATIONSSt Louis Park, MN19-047 01/28/15 Author Checker Texa TonkaApprover Designer Issue Date 3/32" = 1'-0"F3 EEAASSTT EEXXTTEERRIIOORR EELLEEVVAATTIIOONN 3/32" = 1'-0"B1 SSOOUUTTHH EEXXTTEERRIIOORR EELLEEVVAATTIIOONN 3/32" = 1'-0"F5 WWEESSTT EEXXTTEERRIIOORR EELLEEVVAATTIIOONN 3/32" = 1'-0"F1 NNOORRTTHH EEXXTTEERRIIOORR EELLEEVVAATTIIOONN WEST EXTERIOR ELEVATION MATERIAL AREA PERCENTAGE CLASS I: BRICK 6,248.43 38% CLASS I: GLASS 5,159.08 31% CLASS II: FIBER CEMENT SIDING 1,414.58 9% CLASS II: PRE-FINISHED METAL 1,063.68 6% CLASS II: PRE-FINISHED MTL SIDING 2,514.57 15% Grand total EAST EXTERIOR ELEVATION MATERIAL AREA PERCENTAGE CLASS I: BRICK 5,370.98 35% CLASS I: GLASS 3,501.95 23% CLASS II: FIBER CEMENT SIDING 2,578.48 17% CLASS II: PRE-FINISHED METAL 848.42 6% CLASS II: PRE-FINISHED MTL SIDING 2,893.75 19% Grand total NORTH EXTERIOR ELEVATION MATERIAL AREA PERCENTAGE CLASS I: GLASS 1,106.31 22% CLASS I: BRICK 1,450 28% CLASS II: FIBER CEMENT SIDING 1,180.85 23% CLASS II: PRE-FINISHED METAL 903.19 18% CLASS II: PRE-FINISHED BRONZE 484 9% Grand total SOUTH EXTERIOR ELEVATION MATERIAL AREA PERCENTAGE CLASS I: BRICK 1,359 30% CLASS I: GLASS 1,405.14 31% CLASS II: FIBER CEMENT SIDING 616.91 14% CLASS II: PRE-FINISHED METAL 398 9% CLASS II: PRE-FINISHED MTL SIDING 785.67 17% Grand total 15,193.58 SF CLASS I: 58 % CLASS II: 42 % CLASS I: 61 % CLASS II: 39 % 4,167.67 SF CLASS I: 50 % CLASS II: 50 % 5,124.35 SF 10,151.91 SF CLASS I: 69 % CLASS II: 31 % LEVEL 1 101' -0" LEVEL 2 112' -5 7/8" LEVEL P1 90' -0" LEVEL 3 122' -11" LEVEL 4 133' -4 7/8" ROOF TRUSS BEARING 142' -6"11'-0"11'-5 7/8"10'-5 1/8"10'-5 7/8" 9'-1 1/8" 7'-0"59'-6"WALKOUT UNITS CLASS I: BRICK CLASS II: FIBER CEMENT SIDING- SHIP LAP CLASS II: PRE-FINISHED METAL SIDING CLASS I: PRE-FINISHED METAL CLASS II: PRE-FINISHED BRONZE CLASS I: GLASS FIBER CEMENT SIDING IS BEING USED FOR UP TO 10% OF CLASS I EXTERIOR MATERIAL REQUIREMENT OF 60% OF THE EXTERIOR FACE. LEVEL 1 101' -0" LEVEL 2 112' -5 7/8" LEVEL 3 122' -11" LEVEL 4 133' -4 7/8" ROOF TRUSS BEARING 142' -6"48'-1"6'-7"9'-1 1/8"10'-5 7/8"10'-5 1/8"11'-5 7/8"CLASS II: PRE-FINISHED METAL CLASS I: BRICK VENEER CLASS I: BRICK DETAIL CLASS II: PRE-FINISHED METAL SIDING CLASS II: FIBER CEMENT SIDING- LAP SIDING CLASS I: GLASS LEVEL 1 101' -0" LEVEL 2 112' -5 7/8" LEVEL P1 90' -0" LEVEL 3 122' -11" LEVEL 4 133' -4 7/8" ROOF TRUSS BEARING 142' -6" CLASS I: BRICK VENEER WALKOUT UNIT, TYP CLASS I: BRICK DETAILING CLASS II: PRE-FINISHED BRONZE CLASS I: BRICK CLASS II: PRE-FINISHED METAL SIDING CLASS II: PRE-FINISHED BRONZE 6'-6 25/32"9'-1 1/8"10'-5 7/8"10'-5 1/8"11'-5 7/8"53'-0"AVERAGE GRADE LINE CLASS I: GLASS METAL CANOPY CLASS II: FIBER CEMENT SIDING- SHIP LAP METAL CANOPY LIGHT SCONCE METAL ACCENT PILASTER LEVEL 1 101' -0" LEVEL 2 112' -5 7/8" LEVEL P1 90' -0" LEVEL 3 122' -11" LEVEL 4 133' -4 7/8" ROOF TRUSS BEARING 142' -6"59'-6"7'-0"9'-1 1/8"10'-5 7/8"10'-5 1/8"11'-5 7/8"11'-0"CLASS I: BRICK CLASS II: PRE-FINISHED BRONZE CLASS II: FIBER CEMENT SIDING- SHIP LAP CLASS II: PRE-FINISHED METAL SIDING CLASS II: PRE-FINISHED BRONZE CLASS I: GLASS FIBER CEMENT SIDING IS BEING USED FOR UP TO 10% OF CLASS I EXTERIOR MATERIAL REQUIREMENT OF 60% OF THE EXTERIOR FACE. Copyright 2019 DJR Architecture, Inc.CC BB AADD 44 33 22 11 333 Washington Ave N, Suite 210 Minneapolis, Minnesota 55401 612.676.2700 www.djr-inc.com Issue:Date: Project #: Date: Drawn by: Checked by: 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. SIGNATURE REGISTRATION NUMBER DATE PRINT NAME NOT FOR CONSTRUCTION NOT FOR CONSTRUCTIONEEFF 55 A200EXTERIOR ELEVATIONSSt Louis Park, MN19-047 01/28/15 Author Checker Texa TonkaApprover Designer Issue Date 3/32" = 1'-0"F3 EEAASSTT EEXXTTEERRIIOORR EELLEEVVAATTIIOONN 3/32" = 1'-0"B1 SSOOUUTTHH EEXXTTEERRIIOORR EELLEEVVAATTIIOONN 3/32" = 1'-0"F5 WWEESSTT EEXXTTEERRIIOORR EELLEEVVAATTIIOONN 3/32" = 1'-0"F1 NNOORRTTHH EEXXTTEERRIIOORR EELLEEVVAATTIIOONN WEST EXTERIOR ELEVATION MATERIAL AREA PERCENTAGE CLASS I: BRICK 6,248.43 38% CLASS I: GLASS 5,159.08 31% CLASS II: FIBER CEMENT SIDING 1,414.58 9% CLASS II: PRE-FINISHED METAL 1,063.68 6% CLASS II: PRE-FINISHED MTL SIDING 2,514.57 15% Grand total EAST EXTERIOR ELEVATION MATERIAL AREA PERCENTAGE CLASS I: BRICK 5,370.98 35% CLASS I: GLASS 3,501.95 23% CLASS II: FIBER CEMENT SIDING 2,578.48 17% CLASS II: PRE-FINISHED METAL 848.42 6% CLASS II: PRE-FINISHED MTL SIDING 2,893.75 19% Grand total NORTH EXTERIOR ELEVATION MATERIAL AREA PERCENTAGE CLASS I: GLASS 1,106.31 22% CLASS I: BRICK 1,450 28% CLASS II: FIBER CEMENT SIDING 1,180.85 23% CLASS II: PRE-FINISHED METAL 903.19 18% CLASS II: PRE-FINISHED BRONZE 484 9% Grand total SOUTH EXTERIOR ELEVATION MATERIAL AREA PERCENTAGE CLASS I: BRICK 1,359 30% CLASS I: GLASS 1,405.14 31% CLASS II: FIBER CEMENT SIDING 616.91 14% CLASS II: PRE-FINISHED METAL 398 9% CLASS II: PRE-FINISHED MTL SIDING 785.67 17% Grand total 15,193.58 SF CLASS I: 58 % CLASS II: 42 % CLASS I: 61 % CLASS II: 39 % 4,167.67 SF CLASS I: 50 % CLASS II: 50 % 5,124.35 SF 10,151.91 SF CLASS I: 69 % CLASS II: 31 % BUILDING ELEVATIONS EAST/WEST ELEVATIONS WEST ELEVATION EAST ELEVATION 74 © 2020 DJR Architecture Minnetonka and Texas 19 -047.00 St. Louis Park, Minnesota 12.29.2020 25 BUILDING ELEVATIONS NORTH/SOUTH ELEVATIONS LEVEL 1101' -0"LEVEL 2112' -5 7/8"LEVEL P190' -0"LEVEL 3122' -11"LEVEL 4133' -4 7/8"ROOF TRUSS BEARING142' -6"11'-0"11'-5 7/8"10'-5 1/8"10'-5 7/8" 9'-1 1/8" 7'-0"59'-6"WALKOUTUNITSCLASS I: BRICK CLASS II: FIBER CEMENT SIDING-SHIP LAPCLASS II: PRE-FINISHED METAL SIDINGCLASS I: PRE-FINISHED METALCLASS II: PRE-FINISHED BRONZECLASS I: GLASS FIBER CEMENT SIDING IS BEING USED FOR UP TO 10% OF CLASS I EXTERIOR MATERIAL REQUIREMENTOF 60% OF THE EXTERIOR FACE. LEVEL 1 101' -0" LEVEL 2 112' -5 7/8" LEVEL 3 122' -11" LEVEL 4 133' -4 7/8" ROOF TRUSS BEARING 142' -6"48'-1"6'-7"9'-1 1/8"10'-5 7/8"10'-5 1/8"11'-5 7/8"CLASS II: PRE-FINISHED METAL CLASS I: BRICK VENEER CLASS I: BRICK DETAIL CLASS II: PRE-FINISHED METAL SIDING CLASS II: FIBER CEMENT SIDING- LAP SIDING CLASS I: GLASS LEVEL 1101' -0"LEVEL 2112' -5 7/8"LEVEL P190' -0"LEVEL 3122' -11"LEVEL 4133' -4 7/8"ROOF TRUSS BEARING142' -6"CLASS I: BRICK VENEERWALKOUT UNIT, TYPCLASS I: BRICK DETAILINGCLASS II: PRE-FINISHED BRONZECLASS I: BRICKCLASS II: PRE-FINISHED METAL SIDINGCLASS II: PRE-FINISHED BRONZE 6'-6 25/32"9'-1 1/8"10'-5 7/8"10'-5 1/8"11'-5 7/8"53'-0"AVERAGE GRADE LINECLASS I: GLASSMETAL CANOPYCLASS II: FIBER CEMENT SIDING-SHIP LAP METAL CANOPYLIGHT SCONCEMETAL ACCENT PILASTER LEVEL 1 101' -0" LEVEL 2 112' -5 7/8" LEVEL P1 90' -0" LEVEL 3 122' -11" LEVEL 4 133' -4 7/8" ROOF TRUSS BEARING 142' -6"59'-6"7'-0"9'-1 1/8"10'-5 7/8"10'-5 1/8"11'-5 7/8"11'-0"CLASS I: BRICK CLASS II: PRE-FINISHED BRONZE CLASS II: FIBER CEMENT SIDING- SHIP LAP CLASS II: PRE-FINISHED METAL SIDING CLASS II: PRE-FINISHED BRONZE CLASS I: GLASS FIBER CEMENT SIDING IS BEING USED FOR UP TO 10% OF CLASS I EXTERIOR MATERIAL REQUIREMENT OF 60% OF THE EXTERIOR FACE. Copyright 2019 DJR Architecture, Inc.CC BB AADD 4433 22 11 333 Washington Ave N, Suite 210Minneapolis, Minnesota 55401612.676.2700 www.djr-inc.comIssue:Date:Project #:Date:Drawn by:Checked by: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.SIGNATUREREGISTRATION NUMBER DATEPRINT NAME NOT FOR CONSTRUCTION NOT FOR CONSTRUCTIONEEFF 55 A200EXTERIOR ELEVATIONSSt Louis Park, MN19-04701/28/15AuthorChecker Texa TonkaApproverDesigner Issue Date3/32" = 1'-0"F3 EEAASSTT EEXXTTEERRIIOORR EELLEEVVAATTIIOONN 3/32" = 1'-0"B1 SSOOUUTTHH EEXXTTEERRIIOORR EELLEEVVAATTIIOONN 3/32" = 1'-0"F5 WWEESSTT EEXXTTEERRIIOORR EELLEEVVAATTIIOONN 3/32" = 1'-0"F1 NNOORRTTHH EEXXTTEERRIIOORR EELLEEVVAATTIIOONN WEST EXTERIOR ELEVATIONMATERIALAREA PERCENTAGECLASS I: BRICK 6,248.43 38%CLASS I: GLASS 5,159.08 31%CLASS II: FIBER CEMENT SIDING 1,414.58 9%CLASS II: PRE-FINISHED METAL 1,063.68 6%CLASS II: PRE-FINISHED MTL SIDING 2,514.57 15%Grand total EAST EXTERIOR ELEVATIONMATERIALAREA PERCENTAGECLASS I: BRICK 5,370.98 35%CLASS I: GLASS 3,501.95 23%CLASS II: FIBER CEMENT SIDING 2,578.48 17%CLASS II: PRE-FINISHED METAL 848.42 6%CLASS II: PRE-FINISHED MTL SIDING 2,893.75 19%Grand total NORTH EXTERIOR ELEVATION MATERIAL AREA PERCENTAGE CLASS I: GLASS 1,106.31 22% CLASS I: BRICK 1,450 28% CLASS II: FIBER CEMENT SIDING 1,180.85 23% CLASS II: PRE-FINISHED METAL 903.19 18% CLASS II: PRE-FINISHED BRONZE 484 9% Grand total SOUTH EXTERIOR ELEVATION MATERIAL AREA PERCENTAGE CLASS I: BRICK 1,359 30% CLASS I: GLASS 1,405.14 31% CLASS II: FIBER CEMENT SIDING 616.91 14% CLASS II: PRE-FINISHED METAL 398 9% CLASS II: PRE-FINISHED MTL SIDING 785.67 17% Grand total 15,193.58 SFCLASS I: 58 %CLASS II: 42 % CLASS I: 61 % CLASS II: 39 % 4,167.67 SF CLASS I: 50 % CLASS II: 50 % 5,124.35 SF 10,151.91 SFCLASS I: 69 %CLASS II: 31 % LEVEL 1 101' -0" LEVEL 2 112' -5 7/8" LEVEL P1 90' -0" LEVEL 3 122' -11" LEVEL 4 133' -4 7/8" ROOF TRUSS BEARING 142' -6"11'-0"11'-5 7/8"10'-5 1/8"10'-5 7/8" 9'-1 1/8" 7'-0"59'-6"WALKOUT UNITS CLASS I: BRICK CLASS II: FIBER CEMENT SIDING- SHIP LAP CLASS II: PRE-FINISHED METAL SIDING CLASS I: PRE-FINISHED METAL CLASS II: PRE-FINISHED BRONZE CLASS I: GLASS FIBER CEMENT SIDING IS BEING USED FOR UP TO 10% OF CLASS I EXTERIOR MATERIAL REQUIREMENT OF 60% OF THE EXTERIOR FACE. LEVEL 1 101' -0" LEVEL 2 112' -5 7/8" LEVEL 3 122' -11" LEVEL 4 133' -4 7/8" ROOF TRUSS BEARING 142' -6"48'-1"6'-7"9'-1 1/8"10'-5 7/8"10'-5 1/8"11'-5 7/8"CLASS II: PRE-FINISHED METAL CLASS I: BRICK VENEER CLASS I: BRICK DETAIL CLASS II: PRE-FINISHED METAL SIDING CLASS II: FIBER CEMENT SIDING- LAP SIDING CLASS I: GLASS LEVEL 1101' -0"LEVEL 2112' -5 7/8"LEVEL P190' -0"LEVEL 3122' -11"LEVEL 4133' -4 7/8"ROOF TRUSS BEARING142' -6"CLASS I: BRICK VENEERWALKOUT UNIT, TYPCLASS I: BRICK DETAILINGCLASS II: PRE-FINISHED BRONZECLASS I: BRICKCLASS II: PRE-FINISHED METAL SIDINGCLASS II: PRE-FINISHED BRONZE 6'-6 25/32"9'-1 1/8"10'-5 7/8"10'-5 1/8"11'-5 7/8"53'-0"AVERAGE GRADE LINECLASS I: GLASSMETAL CANOPYCLASS II: FIBER CEMENT SIDING-SHIP LAP METAL CANOPYLIGHT SCONCEMETAL ACCENT PILASTER LEVEL 1 101' -0" LEVEL 2 112' -5 7/8" LEVEL P1 90' -0" LEVEL 3 122' -11" LEVEL 4 133' -4 7/8" ROOF TRUSS BEARING 142' -6"59'-6"7'-0"9'-1 1/8"10'-5 7/8"10'-5 1/8"11'-5 7/8"11'-0"CLASS I: BRICK CLASS II: PRE-FINISHED BRONZE CLASS II: FIBER CEMENT SIDING- SHIP LAP CLASS II: PRE-FINISHED METAL SIDING CLASS II: PRE-FINISHED BRONZE CLASS I: GLASS FIBER CEMENT SIDING IS BEING USED FOR UP TO 10% OF CLASS I EXTERIOR MATERIAL REQUIREMENT OF 60% OF THE EXTERIOR FACE. Copyright 2019 DJR Architecture, Inc.CC BB AADD 44 33 22 11 333 Washington Ave N, Suite 210Minneapolis, Minnesota 55401612.676.2700 www.djr-inc.comIssue:Date:Project #:Date:Drawn by:Checked by: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.SIGNATUREREGISTRATION NUMBER DATEPRINT NAME NOT FOR CONSTRUCTION NOT FOR CONSTRUCTIONEEFF 55 A200EXTERIOR ELEVATIONSSt Louis Park, MN19-04701/28/15AuthorChecker Texa TonkaApproverDesigner Issue Date 3/32" = 1'-0"F3EEAASSTT EEXXTTEERRIIOORR EELLEEVVAATTIIOONN 3/32" = 1'-0"B1 SSOOUUTTHH EEXXTTEERRIIOORR EELLEEVVAATTIIOONN 3/32" = 1'-0"F5WWEESSTT EEXXTTEERRIIOORR EELLEEVVAATTIIOONN 3/32" = 1'-0"F1NNOORRTTHH EEXXTTEERRIIOORR EELLEEVVAATTIIOONN WEST EXTERIOR ELEVATIONMATERIALAREA PERCENTAGECLASS I: BRICK 6,248.43 38%CLASS I: GLASS 5,159.08 31%CLASS II: FIBER CEMENT SIDING 1,414.58 9%CLASS II: PRE-FINISHED METAL 1,063.68 6%CLASS II: PRE-FINISHED MTL SIDING 2,514.57 15%Grand total EAST EXTERIOR ELEVATION MATERIAL AREA PERCENTAGE CLASS I: BRICK 5,370.98 35% CLASS I: GLASS 3,501.95 23% CLASS II: FIBER CEMENT SIDING 2,578.48 17% CLASS II: PRE-FINISHED METAL 848.42 6% CLASS II: PRE-FINISHED MTL SIDING 2,893.75 19% Grand total NORTH EXTERIOR ELEVATION MATERIAL AREA PERCENTAGE CLASS I: GLASS 1,106.31 22% CLASS I: BRICK 1,450 28% CLASS II: FIBER CEMENT SIDING 1,180.85 23% CLASS II: PRE-FINISHED METAL 903.19 18% CLASS II: PRE-FINISHED BRONZE 484 9% Grand total SOUTH EXTERIOR ELEVATION MATERIAL AREA PERCENTAGE CLASS I: BRICK 1,359 30% CLASS I: GLASS 1,405.14 31% CLASS II: FIBER CEMENT SIDING 616.91 14% CLASS II: PRE-FINISHED METAL 398 9% CLASS II: PRE-FINISHED MTL SIDING 785.67 17% Grand total 15,193.58 SF CLASS I: 58 % CLASS II: 42 % CLASS I: 61 % CLASS II: 39 % 4,167.67 SF CLASS I: 50 % CLASS II: 50 % 5,124.35 SF 10,151.91 SFCLASS I: 69 %CLASS II: 31 % NORTH ELEVATION 75 © 2020 DJR Architecture Minnetonka and Texas 19 -047.00 St. Louis Park, Minnesota 12.29.2020 26 RENDERS View At Texas Avenue Along Minnetonka Boulevard CORNER VIEW 76 © 2020 DJR Architecture Minnetonka and Texas 19 -047.00 St. Louis Park, Minnesota 12.29.2020 27 DUSK VIEW RENDERS View from Texas Ave S looking Northwest 77 © 2020 DJR Architecture Minnetonka and Texas 19 -047.00 St. Louis Park, Minnesota 12.29.2020 28 DRIVE WAY VIEW RENDERS View from Texas Ave S looking East 78 © 2020 DJR Architecture Minnetonka and Texas 19 -047.00 St. Louis Park, Minnesota 12.29.2020 29 TOWNHOME VIEWS RENDERS View from Texas Ave S looking Southeast 79 © 2020 DJR Architecture Minnetonka and Texas 19 -047.00 St. Louis Park, Minnesota 12.29.2020 30 PARK VIEW RENDERS 80 © 2020 DJR Architecture Minnetonka and Texas 19 -047.00 St. Louis Park, Minnesota 12.29.2020 31 AERIAL VIEW RENDERS 81 Planning commission: Regular meeting Meeting date: January 6, 2021 Agenda item: 3b 3b SLP Living Location: 9808 & 9920 Wayzata Boulevard Case Number: 20-32-CP, 20-33-S, 20-34-PUD Applicant: Mortenson Development, Inc. Owner: SLP Park Ventures LLC Review Deadline: 60 days: February 5, 2021 120 days: April 6, 2021 Recommended motions: Chair to open the public hearing, take testimony and close the hearing. Motion to recommend approval of the comprehensive plan amendment, preliminary plat, and preliminary and final planned unit development (PUD) subject to the conditions recommended by staff. Summary of request: Mortenson Development proposes a 233-unit, seven story apartment building to be called SLP Living. Requested is: • A comprehensive plan amendment to change the future land use designation of the site from office and right of way to high density residential. • A preliminary plat approval that combines the existing parcels into one lot. • A major amendment to a PUD ordinance to rewrite the use and dimensional requirements to allow the proposed apartment building. Site information: Site area: 3.11 acres Interstate 394 Highway 169 Project site 83 Regular meeting of January 6, 2021 (Item No. 3b) Title: SLP Living Current use: Surrounding land uses: Vacant land North: parking ramp, office East: right -of-way South: right-of-way West: mixed -use commercial and multi- family residential Current 2040 land use guidance Current & proposed zoning OFC- office PUD planned unit development ROW – right of way Proposed 2040 land use guidance RH - high density residential Background: The site includes three parcels improved with two billboards. The previous use of the site was the Santorini restaurant, which was demolished in 2013. In 2018 the city council approved applications for a plat and planned unit development (PUD) to allow redevelopment of the site. In February 2020 council granted an extension for filing the plat with the county that expires in February 2021.The approved PUD allow s a 149-unit, six story apartment building and 100-key, six story hotel on the site. Since then, COVID-19’s effect on the economy has resulted in a significant negative impact on the hospitality industry. Mortenson has provided city staff with market research indicating a minimum of four years before hotel occupancy and room rates return to pre -COVID levels. This projection, along with other market factors has led the development team to propose a revised project. Present considerations: The applicant requests that the city: 1. Amend the comprehensive plan 2040 land use map to change the future land use designation from office and right of way to high density residential. 2. Approve a preliminary plat to combine the existing parcels into one lot . 3. Amend the PUD zoning ordinance to rewrite the use and dimensional requirements to allow the proposed apartment building. Zoning analysis: Comprehensive plan amendment: The applicant requests a change to the future land use designation of the development site from OFC – office and ROW – right of way to RH – high density residential. Below is an excerpt from the comprehensive plan future land use map. 84 Regular meeting of January 6, 2021 (Item No. 3b) Title: SLP Living A request for amending the city’s land use plan and zoning map should be evaluated from the perspective of land use planning principles and community goals. These reflect the community’s long-range vision and broad goals about what kind of community it wants to be and what makes strong neighborhoods. This amendment request is driven by a specific proposal for development. The request is for residential development at a density of 75 units per acre, which is considered high density (RH) in the comprehensive plan. The amendment may be evaluated independently of the development proposal against the goals of the comprehensive plan for the subject properties. If approved, the amendment would allow a high-density multiple family residence to be constructed at this site. Therefore, the amendment is required for the development as proposed to move forward. General consistency with the comprehensive plan The city’s land use plan should reflect the broad goals, policies and implementation strategies incorporated in the comprehensive plan. These elements are the basis for evaluating the requested change. Livable communities goal 1: Provide attractive public streets, spaces and facilities that contribute to creating connections, a strong sense of community, and opportunities for community interaction. 85 Regular meeting of January 6, 2021 (Item No. 3b) Title: SLP Living • Strategy B: Create well-defined community gateways at appropriate points where major streets cross the city’s municipal boundary, using location appropriate signage, public art, public plazas, and architecturally significant buildings. • Strategy I: Continue to reduce the level of obtrusive signage within the city by promoting a balance between aesthetics, safety, and communication needs. Livable communities goal 2: Promote building and site design that creates a connected, human scale, multimodal, and safe environment for people who live and work here. • Strategy A: Encourage quality design in new construction such as building orientation, scale, massing, and pedestrian access. • Strategy D: Require parking lots to be separated from sidewalks and roadway facilities with appropriate landscaping, street walls or berms, and curbs. Residential land use goal 1: Create a mix of residential land uses and housing types to increase housing choices, including affordable housing, and increase the viability of neighborhood services through redevelopment or infill development. • Strategy B: Promote and support the development of medium and high-density residential land uses near commercial centers and nodes. Housing goal 1: The City of St. Louis Park will promote and facilitate a balanced and enduring housing stock that offers a continuum of diverse lifecycle housing choices suitable for households of all income levels including, but not limited to affordable, senior, multi- generational, supportive and mixed income housing, disbursed throughout the city. • Strategy A: Create a broad range of housing types to provide more diverse and creative housing choices to meet the needs of current and future residents. • Strategy E: Use infill and redevelopment opportunities to assist in meeting housing goals. Housing goal 3: The city is committed to promoting quality multi-family developments, both rental and owner occupied, in appropriate locations, including near transit centers, retail and employment centers and in commercial mixed-use districts. • Strategy B: Promote high-quality architectural design in the construction of new multi- family developments. Housing goal 4: The city is committed to creating, preserving and improving the city’s rental housing stock. • Strategy B: Promote the inclusion of family -sized units (2 and 3 bedroom) in newly constructed multi-family developments. • Strategy C: Minimize the involuntary displacement of people of color, indigenous people and vulnerable populations, such as low-income households, the elderly and people with disabilities from their communities as neighborhoods grow and change. Housing goal 6: The city is committed to promoting affordable housing options for low- and moderate -income households. • Strategy A: Ensure affordable housing is disbursed throughout the city and not concentrated in any one area. • Strategy C: Promote the inclusion of affordable housing in new developments, including 86 Regular meeting of January 6, 2021 (Item No. 3b) Title: SLP Living those located near the Southwest Light Rail Transit Corridor and other transit nodes, retail and employment centers and commercial mixed-use districts. Housing goal 7: Preservation, Safety and Sustainability: The city is committed to ensuring all housing is safe and well maintained. • Strategy C: Encourage the use of green building practices, energy-efficient products, and sustainable methods in both single-family and multi-family housing construction. Climate and energy goal 1: Pursue the 2040 Climate Action Plan (CAP) goals to reduce greenhouse gases that are either emitted within the city’s boundary (Scope 1 emissions) or emitted directly through the purchase of electricity or other energy sources (Scope 2 emissions). • Strategy F: Protect solar access in new developments to enable potential developments of solar energy systems. • Reduce vehicle miles traveled (VMT) by encouraging residents and businesses to replace existing vehicles with more fuel-efficient models, including electric vehicles (EVs), and by expanding EV charging infrastructure. Availability of infrastructure • Water and sewer: City engineering and operations staff reviewed the proposed development and find the public water and sewer infrastructure in the area to be adequate to serve the proposed development. • Traffic: Staff conducted a trip generation analysis of the proposed multi-family development and found the current proposal generated fewer daily trips to and from the site than the previously approved mixed-use project. No changes will be necessary to the surrounding street network due to the proposed development, and staff recommends no further traffic studies for the project at this time. • Stormwater: City engineering staff finds that the development complies with stormwater requirements. The applicant will be required to obtain both city and Basset Creek Watershed District permits prior to construction. Impacts to surrounding properties and the physical character of the neighborhood Redevelopment of the vacant lots will change the character of the area. The area around the project contains high density residential, office, and parking structures to the north and west, and right of way to the east and south. The 2040 comprehensive plan identifies the overall Shelard Park district as already containing high-density residential land uses, and the proposed development is similar in scale and density to other sites in the area. The district contains a mix of commercial, office and entertain ment uses, and there is a retail complex to the north of the area in the city of Plymouth. The presence of a variety of commercial uses complements the proposed high-density residential development. The 2040 comprehensive plan identifies Shelard Park as a priority redevelopment area and an area for future housing growth. The project site has convenient access to Highway 169 and Interstate 394. Approving the comprehensive plan 2040 land use map amendme nt will allow for additional housing units, including 2-bedroom and affordable units, on a currently vacant site 87 Regular meeting of January 6, 2021 (Item No. 3b) Title: SLP Living and served by nearby commercial, office and entertainment uses. Staff finds the goals and policies of the 2040 comprehensive plan support guiding the site for RH – high density residential land use . Regional policy. Metropolitan Council review of this comprehensive plan amendment is required. The Met Council must authorize the city to put the amendment into effect. Staff expects that a change to allow a residential density of 75 units per acre would be viewed favorably by Met Council. Preliminary & final plat: Mortenson Development seeks preliminary and final plat approval to combine two privately owned lots and two city owned lots into one lot for the proposed redevelopment of a 233-unit multi-family building. The developer has submitted preliminary plat documents for the planning commission’s consideration tonight and will submit final plat documents for the commission’s review on January 20, 2021. Description : Lot 1, Block 1, A.P.H.A Addition will have a lot area of 135,471 square feet or 3.11 acres. The proposed residential density for the site is 75 units per acre. Right of way dedication: No right of way dedication is proposed for this project. Easements: Drainage and utility easements will be required along all property lines as per the requirements of the city’s subdivision ordinance. Five -foot easements will be required along interior property lines ; additional easement will be required in the southwest corner of the property over existing utility lines ; and all other easements abutting city right-of-way will be required to be ten feet in width. Sidewalks: The city’s subdivision ordinance requires sidewalks along all streets. New sidewalk will be added along the south side of the property next to Wayzata Boulevard and will connect to existing sidewalk on the west side of the site. Park & trail dedication: No new parks are designated for this area in the comprehensive plan; there fore cash-in -lieu of land is recommended by staff. The 2020 fee schedule sets the residential park dedication feet at $1,500 per dwelling unit and the trail dedication feet at $255 per dwelling unit. At 233 units the fees total $401,925. The parks and recreation advisory commission (PRAC) will review the park and trail dedications for the proposed development on January 20, 2020. Staff finds the preliminary plat meets city requirements. PUD amendment: Description: The developer requests a major PUD amendment in order to rewrite the use and dimensional requirements to allow the proposed apartment building. Below is an excerpt from the zoning map showing the boundaries of the existing PUD 11 zoning district. No changes are proposed to the zoning map at this time. 88 Regular meeting of January 6, 2021 (Item No. 3b) Title: SLP Living Building and site design analysis: SLP Living meets the PUD ordinance goals for building and site design. The ordinance requires the city to find that the quality of building and site design proposed will substantially enhance aesthetics of the site and implement relevant goals and policies of the Comprehensive Plan. In addition, the following criteria shall be satisfied: (1) The design shall consider the project as a whole and shall create a unified environment within project boundaries by ensuring architectural compatibility of all structures, efficient vehicular and pedestrian circulation, aesthetically pleasing landscape and site features, and design and efficient use of utilities. Staff finds the plan meets this requirement. (2) The design of a PUD shall achieve compatibility of the project with surrounding land uses, both existing and proposed, and shall minimize the potential adverse impacts of the PUD on surrounding land uses and the potential adverse effects of the surrounding land uses on the PUD. Staff finds this criteria will be met. (3) A PUD shall comply with the City’s Green Building Policy. The project will comply with the green building policy. This criteria will be me t. (4) The use of green roofs or white roofs and on-site renewable energy is encouraged. A solar array installation will be included as part of the development. This criteria will be met. 89 Regular meeting of January 6, 2021 (Item No. 3b) Title: SLP Living (5) A PUD shall comply with the city’s Inclusionary Housing Policy. The development will include 20 percent of the units available at 50 percent area median income. This is more than double the number of affordable units required by the city’s inclusionary housing policy. This criteria will be met. Zoning analysis: The following table provides the development metrics. The proposed performance and development standards, as indicated in the development plans, establish the development requirements for this property if approved. Zoning compliance table Factor Required Proposed Met? Use Set by PUD ordinance Residential Yes Lot Area 2.0 acres 3.11 acres Yes Height Set by PUD ordinance 7 stories, 74.67 feet Yes Building Materials Minimum 60% Class I materials on all facades. Project will meet city requirements Yes, see below Dwelling Units 20% of total units at 50% AMI 233 total units; 20% will be affordable at 50% AMI Yes Density (units per acre High Density Residential Max allowed: 75 per acre 75 units per acre Yes Floor Area Ratio None with PUD 1.96 Yes Off-Street Parking 1 space per bedroom Total required: 261 Total provided: 236 Surface: 127 Structured: 109 + parking management plan Yes, see below EV charging Stations 10% level 1 EVSE (26 stalls) 1 level 2 EVSE Conduit for 10% future level 1 EVSE Provided: 1 level 2 EVSE 5% level 1 EVSE (13 stalls) Conduit for 15% future level 2 EVSE Yes, see below Bicycle Parking 1 per dwelling unit plus 1 per 10 automobile spaces . Total required: 257 Total Provided: 279 Yes Open Area/ DORA No specific percentage with PUD 12.72% Yes Landscaping Replacement diameter: 414 caliper inches New required: Trees: 233 Shrubs: 1,279 Replacement provided: 187.5 caliper inches plus fee payment to city tree fund. Provided: Trees: 91 Yes, see below 90 Regular meeting of January 6, 2021 (Item No. 3b) Title: SLP Living Factor Required Proposed Met? Shrubs: 976 + alternative landscaping features to satisfy this requirement. Setbacks Set by PUD Front (south): 10.9 feet Rear (n orth ): 10 feet Side: 119.42 feet Yes Mechanical Equipment Full screening required Yes Sidewalks Required along all street frontages Yes Refuse handling Full screening required Yes Stormwater Management Meet state and city requirements Yes Use: SLP Living is a single -phase residential development with one multi-family building. The building includes a combination of studio, one- and two-bedroom units: Unit Type Number of Units Number of Bedrooms Studio 32 32 One bedroom 173 173 Two bedroom 28 56 Total 233 261 Inclusionary housing policy: In 2019, city council amended the inclusionary housing policy to require any residential development that requires a comprehensive plan amendment or a planned unit development rezoning, adhere to the city’s inclusionary housing policy. The required breakdown is 20 percent of units at 60 percent area median income (AMI), 10 percent of units at 50 percent AMI, or 5 percent of units at 30 percent AMI. The developer can choose what percentage of affordability they would like to provide. The developer has also applied for city financial assistance through the utilization of a housing Tax Increment Financing (TIF) district. A housing TIF district requires at least 20 percent of the units be available at 50 percent AMI per Minnesota state statute . The proposed development will exceed the requirements of the city’s inclusionary housing policy and will meet the requirements for a Housing TIF district with 20 percent of the units available at 50 percent AMI. These units will be spread proportionally through the mix of unit types. Climate action plan: The development will comply with the city’s green building policy. In addition, the development will include a solar array installation. The developer used LEED v4 for Building Design and Construction: Multifamily Midrise checklist for their initial solar analysis. Staff and the developer are working on further analysis to determine the details of implementing solar power on the site. Access: The site will be accessed from two new driveways along Wayzata Boulevard. The west and south parking lots connect to the east parking lot through the structured parking on the ground floor of the building. New sidewalk will create direct pedestrian connections from the 91 Regular meeting of January 6, 2021 (Item No. 3b) Title: SLP Living north side of Wayzata Boulevard to the building. Architectural design: The development will comply with the architectural design standards in the zoning code, including providing at least 60% class 1 materials on each building façade. The applicant proposed using a “New Brick” product from Dryvit, as a class 1 material. After analyzing the project specifications, staff finds this proposed material is best classified as class 2, and thus would not be eligible to fulfill the 60% class 1 requirement. Staff recommends a condition of approval to the PUD amendment that the proposed building elevations be revised to include at least 60% class 1 materials currently listed in the zoning code. G lass is also proposed as a class 1 material. Vehicular parking: The proposed plan includes 127 parking stalls in surface lots and 109 parking stalls in structured parking on the ground floor of the building, for a total of 236 vehicular parking stalls. 27 of the surface stalls are compact. The zoning ordinance requires one parking stall per bedroom; the project proposes 261 bedrooms; therefore 261 stalls are required by code. To make up the shortfall of 25 stalls, the applicant has submitted a draft parking management plan, which includes an optional provision to limit the number of cars allowed per unit. Staff will work with the deve loper on any needed revisions to the parking management plan before the project goes before city council to ensure the development meets its anticipated parking demand. On-street parking is not allowed on Wayzata Boulevard. The developer has discussed shared parking opportunities with the adjacent property owner, who is not interested in a shared parking agreement at this time. Bicycle parking: The development is required to provide 257 parking spaces per the zoning ordinance. The plan proposes 223 wall-mounted bike storage loops in most of the units, 40 spaces in a bike storage room, and 16 bicycle parking spaces in exterior racks for a total of 279 bicycle parking spaces on the site. Electric vehicle parking: The plan proposes one level 2 EV charging station, 12 level 1 EV charging stations, and 33 (15% of parking spaces) spaces served by conduit for level 2 charging stations. The plan proposes more future level 2 charging, and less level 1 charging than what is currently in the zoning ordinance and reflects current market trends in EV charging that show increasing demand for level 2 charging and less demand for level 1 charging. Landscaping: The zoning ordinance requires 233 trees and 1,279 shrubs on the site. The plans propose 91 trees and 976 shrubs. The zoning ordinance allows special landscaping design features to allow a degree of flexibility in meeting the landscaping goals of the ordinance. To make up the planting shortfall, the developer proposes the following alternative landscaping features: • Pollinator plants and a bioswale collector in the east center parking island • No mow fescue in the planting area north of the building • A “roof garden” sky deck that includes raised planter boxes and metal trellis. Staff will work with the developer to expand the scope and finalize details of the proposed alternative landscaping features and ensure the plans meet the intent of the landscaping requirements of the zoning ordinance. 92 Regular meeting of January 6, 2021 (Item No. 3b) Title: SLP Living Tree replacement: The development plans propose removing 345 caliper inches of significant trees from the site. The zoning ordinance uses a formula to calculate the amount of caliper inches to be replaced. Based on this formula, the code requires 414 caliper inches of trees to be planted. 187.5 caliper inches will be planted as part of the development. The developer will be required to pay the difference of 266.5 caliper inches at a rate of $140 per caliper inch or $31,710 into the city tree fund. Designed outdoor recreation area (DORA): There is no minimum DORA requirement for planned unit developments. The development has 12.72% of the site area designated as DORA and includes a dog run, and a large amenity deck on the second floor with a pool, outdoor kitchen, outdoor seating, recreation and exercise lawns. Lighting: Lighting on the site is concentrated on the surface parking lots. The north side of the lot contains minimal lighting to minimize impacts to the adjacent properties. Staff finds the lighting plan meets the requirements in the zoning ordinance. Signs: A sign plan was not submitted for review. The site will be required to adhere to the sign requirements for the R-C High Density Multiple Family Residence Zoning District. However, pylon signs will be prohibited. Utilities: All utilit y services to the building will be placed underground. Utility service structures, such as a generator or transformer, will be screened completely from off-site with materials consistent with the main building facade. Per the development agreement, buildings will provide the necessary infrastructure to take advantage of fiber-optic service lines in the vicinity of the development. Neighborhood meeting and public feedback: The developer held a virtual neighborhood meeting on December 29, 2020. Approximately three residents attended. The developer gave an overview of the project and answered questions regarding parking and the design of the building units. Attendees raised no major concerns regarding the project. All properties within 500 feet of the proposed development were notified by mail of the neighborhood meeting and the public hearing. A legal notice was published in the official newspaper regarding the public hearing. Project and meeting information was shared through city social media accounts and the city website. A “proposed development” sign with contact information was posted on the property. Staff has received no other public feedback on the project. Next ste ps: Staff will bring the final plat documents for consideration by the planning commission on January 20, 2021. Staff will also bring the park and trail dedication fees recommendation to the park and recreation advisory commission (PRAC) on January 20. City council will consider the requested the comprehensive plan amendment, preliminary and final plat, and PUD amendment on February 1, 2021. Recommendations: Staff recommends approval of the SLP Living Comprehensive Plan Amendment. 93 Regular meeting of January 6, 2021 (Item No. 3b) Title: SLP Living Staff recommends approval of the requested Comprehensive Plan Amendment changing the land use designation of the future land use map from OFC - office and ROW – right of way to RH – high density residential. Staff recommends approval of the A.P.H.A Preliminary Plat subject to the following conditions: 1. City council approval of the comprehensive plan amendment to high density residential and Metropolitan Council authorization of the comprehensive plan amendment associated with the development applications. 2. The site shall be developed, used and maintained in accordance with the conditions of this ordinance, approved Official Exhibits, and City Code. 3. 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. 4. Prior to the City signing and releasing the final plat to the developer for filing with Hennepin County: a. A financial security in the form of a cash escrow or letter of credit in the amount of $1,000 shall be submitted to the city to ensure that a signed Mylar copy of the final plat is provided to the city. b. A Planning Development Contract shall be executed between the city and developer that addresses, at a minimum: i. The installation of all public improvements including, but not limited to: sidewalks, boulevards, landscaping 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. 5. Prior to starting any land disturbing activities, the following conditions shall be met: a. The developer shall pay to the city the park dedication fee of $349,500 for residential uses and the trail dedication fee of $52,425 for residential uses. b. Proof of recording the final plat shall be submitted to the City. c. Assent Form and Official Exhibits shall be signed by the applicant and property owner. 94 Regular meeting of January 6, 2021 (Item No. 3b) Title: SLP Living d. A preconstruction meeting shall be held with the appropriate development, construction, private utilit y, and city representatives. e. All necessary permits shall be obtained. f. A performance guarantee in the form of cash escrow or irrevocable letter of credit shall be provided to the City of St. Louis Park for all public improvements (sidewalks, boulevards, etc.) and landscaping. 6. 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 zoning code amendment to Section 36-268-PUD 11 subject to the following conditions: 1. All building elevations will meet the architectural materials standards in the zoning ordinance, including the requirement that at least 60% of each building elevation be class 1 materials. 2. City council approval of the comprehensive plan amendment to high density residential and Metropolitan Council authorization of the comprehensive plan amendment associated with the development applications. 3. The site shall be developed, used and maintained in accordance with the conditions of this ordinance, approved Official Exhibits, and City Code. 4. 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. 5. Prior to starting any land disturbing activities, the following conditions shall be met: a. Assent Form and Official Exhibits shall be signed by the applicant and property owner. 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. A Planning Development Contract shall be executed between the Developer and City that addresses, at a minimum: i. The conditions of PUD approval as applicable or appropriate. ii. Alternative landscaping requirements. iii. The installation of all public improvements including, but not limited to: sidewalks, boulevards, and the execution of necessary easements related to such improvements. iv. Easements related to electronic communication and fiber infrastructure. 95 Regular meeting of January 6, 2021 (Item No. 3b) Title: SLP Living v. A performance guarantee in the form of cash escrow or irrevocable letter of credit shall be provided to the City of St. Louis Park in the amount of 1.25 times of th e costs of all public improvements (sidewalks and boulevards), and the private site stormwater management system and landscaping. vi. The developer shall reimburse City attorney’s fees in drafting/reviewing such documents as required in the final PUD approval. vii. The Mayor and City Manager are authorized to execute said Planning Development Contract. c. Final construction plans for all public improvements and private stormwater system shall be signed by a registered engineer and submitted to the City Engineer for review and approval. d. Building material samples and colors shall be submitted to the City for review and approval. 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 following shall be completed: a. Public improvements, private utilities, site landscaping and irrigation, and storm water management system shall be installed in accordance with the Official Exhibits. 9. All mechanical equipment shall be fully screened. Rooftop equipment may be located as indicated in the Official Exhibits so as not to be visible from off -site . 10. The materials used in, and placement of, all signs shall be integrated with the building design and architecture. 11. 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. 96 Regular meeting of January 6, 2021 (Item No. 3b) Title: SLP Living Supporting documents: Comprehensive plan map amendment exhibit; draft PUD ordinance; draft parking management plan, development plans Prepared by: Jacquelyn Kramer, associate planner Reviewed by: Gary Morrison, assistant zoning administrator 97 Regular meeting of January 6, 2021 (Item No. 3b) Title: SLP Living Comprehensive plan map amendment exhibit 98 Regular meeting of January 6, 2021 (Item No. 3b) Title: SLP Living Ordinance No. ___-20 Ordinance amending Section 36-268-PUD 1 1 The City of St. Louis Park does ordain: Section 1. The St. Louis Park Ordinance Code, Section 36-268-PUD 11 is hereby amended by deleting strikethrough text and adding underlined text. Section 36-268-PUD 11. (a) Development plan. The site shall be developed, used and maintained in conformance with the following Final PUD signed Official Exhibits: 1. Platia Place Sheet 1 2. Platia Place Sheet 2 3. Platia Place Sheet 3 4. CJ001 Civil Title Sheet 5. CD100 Existing Conditions, Tree Inventory & Demolition Plan 6. CS100 Overall Site Plan – DORA Exhibit 7. CS101 Site Plan – Lot 1 (Multi-Family) 8. CS102 Site Plan – Lot 2 (Hotel) 9. CS501 Site Details 10. CS502 Site Details 11. CS503 Site Details 12. CG101 Grading Plan – Lot 1 (Multi-Family) 13. CG102 Grading Plan – Lot 2 (Hotel) 14. CG110 Erosion Control Plan 15. CG111 SWPPP 16. CG501 Erosion Control Details 17. CU101 Utility Plan – Lot 1 (Multi-Family) 18. CU102 Utility Plan – Lot 2 (Hotel) 19. CU111 Storm Sewer Plan Lot 1 (Mu lti-Family) 20. CU100 Storm Sewer Plan Lot 2 (Hotel) 21. CU501 Utility Details 22. CU502 Utility Details 23. CU503 Utility Details (Stormtech) 24. CK101 Site Lighting Plan 25. A0.2 Reference Views 26. A0.3 Hotel Elevations 27. A0.4 Hotel Plans 28. A0.5 Multi-Family Housing - Elevations 29. A0.6 Multi-Family Housing - Plans 30. A0.7 Multi-Family Housing - Plans 31. A6.0 Site Details 32. A6.7 Cement Plaster Details 99 Regular meeting of January 6, 2021 (Item No. 3b) Title: SLP Living 33. Landscape Plan 1. Shadow study 2. Photometrics 3. Site plan – architectural 4. Civil – information sheet 5. Civil – demo plan & tree inventory 6. Civil – DORA plan 7. Civil – fire safety plan 8. Civil – site plan (dimensions) 9. Civil – site plan (key notes) 10. Civil – grading plan 11. Civil – erosion control plan 12. Civil – utility plan 13. Civil – overall landscape plan 14. LS201 Landscape plan enlargement 15. LS203 Landscape plan enlargement 16. LS204 Landscape plan enlargement 17. First floor plan 18. Second floor plan 19. Typical floor plan (3rd-6th) 20. Seventh floor plan 21. Elevations 22. Elevations The site shall also conform to the following requirements: (1) The property shall be developed with 233 149 residential units and 63,740 square feet of hotel space. (2) At least 261 327 off-street parking spaces shall be provided. (3) The maximum building height shall not exceed 80 71 feet and seven six stories. (4) The development site shall include a minimum of 12 25% designed outdoor recreation area based on private developable land area. (b) Permitted uses. The following uses are permitted uses on Lot 1: (1) Multiple -family dwellings, and uses associated with the multiple -family dwellings, including, but not limited to, the residential management office, fitness facility, mail room, assembly rooms and general ame nity space. The following uses are permitted uses on Lot 2: (2) Commercial uses. Commercial uses are limited to the following: a. Hotel (c) Prohibited uses. (1) Extended-stay hotels. (2) Restaurants. (cd) Accessory uses. Accessory uses are as follows: 100 Regular meeting of January 6, 2021 (Item No. 3b) Title: SLP Living (1) Home occupations are permitted on Lot 1 with the condition that they comply with all of the following conditions: a. All material or equipment shall be stored within an enclosed structure. b. Operation of the home occupation is not apparent from the public right-of -way. c. The activity does not involve warehousing, distribution or retail sales of merchandise produced off the site. d. No person is employed at the residence who does not legally reside in the home except that a licensed group family day care facility may have one outside employee. e. No light or vibration originating from the business operation is discernible at the property line. f. Only equipment, machinery and materials which are normally found in the home are used in the conduct of the home occupation. g. No more than one non-illuminated wall sign limited to two square feet in area is used to identify the home occupation. h. Space within the dwelling devoted to the home occupation does not exceed one room or ten percent of the floor area, whichever is greater. i. No portion of the home occupation is permitted within any attached or detached accessory building. j. The structure housing the home occupation conforms to the building code; and in the case where the home occupation is day care or if there are any customers or students, the home occupation has received a certificate of occupancy. (2) Gardens. (3) Parking lots. a. All parking requirements must be met for each use. b. A minimum of 20 parking spaces shall be designated and signed visitor parking on Lot 1. (4) Public transit stops/shelters. (5) Outdoor seating, public address (PA) systems are prohibited. (6) Outdoor uses and outdoor storage are prohibited. (de) Special performance standards. (1) All general zoning requirements not specifically addressed in this ordinance shall be met, including but not limited to: outdoor lighting, architectural design, landscaping, parking and screening requirements. (2) All trash, garbage, waste materials, trash containers, and re cycling containers shall be kept in the manner required by this Code. All trash handling and loading areas shall be screened from view within a waste enclosure. Trash enclosures shall be constructed from the same materials as the principal building. (3) Signage shall be allowed in conformance with the following requirements found in the following districts : a. The apartment building signage shall be consistent with the R-C High -Density Multiple -Family Residential zoning district. b. The hotel building signage shall be consistent with the O - Office zoning district. 101 Regular meeting of January 6, 2021 (Item No. 3b) Title: SLP Living b. c. Exemptions located in the zoning ordinance for wall signage shall not apply. c. Pylon sign s shall be prohibited. Section 2. This ordinance shall take effect upon Metropolitan Council authorization of the associated comprehensive plan amendment approved by City Council resolution ___ and not sooner than 10 days after publication. Reviewed for administration: Adopted by the City Council February 15, 2021 Thomas K. Harmening, city manager Jake Spano, mayor Attest: Approved as to form and execution: Melissa Kennedy, city clerk Soren Mattick, city attorney First reading February 1, 2021 Second reading February 15, 2021 Date of publication February 25, 2021 Date ordinance takes effect Upon Metropolitan Council Authorization of the associated comprehensive plan amendment and no sooner than March 12, 2021. 102 Regular meeting of January 6, 2021 (Item No. 3b) Title: SLP Living Draft parking management plan December 29, 2020 DRAFT General Parking Plan: 1) All vehicles parked on site, including surface lots, must be registered with management and given parking ID to visibly display. Exclusions include perspective resident and general guest parking stalls that will be signed accordingly for that specific use. 2) Site will have tow warning signs throughout property. 3) Site will have a contract with tow company that provides random checks throughout each week and on-demand need towing. 4) Project will provide dedicated guest parking stalls, and overnight guest parking will be managed with guest passes. 5) No inoperable or storage vehicles are allowed to be parked on site. 6) On site management will be required to enforce parking policies in the parking garage and on the surface parking. 7) An optional provision to limit the number of cars allowed per unit is included, and would be implemented by the property management, if there is undue on- street or off -site parking generated by the apartments. 8) Amendments to this Parking Management Plan require approval of City of St. Louis Park. The Zoning Administrator may approve changes as an administrative amendment. 103 From:Sheree Johnson To:Jacquelyn Kramer Subject:SLP Living Date:Monday, January 4, 2021 6:41:47 PM 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. We live at 1155 Ford Rd unit 501 SLP, Mn 55426 & are opposed to the proposed 7 story apartment building at 9808 & 9920/Wayzata Blvd. Many hundred condo owners in our Westmarke Condo Bldg whose condos face east will lose their view of the Minneapolis skyline under this proposal. We are the only building impacted in this lovely area when & if this is developed. Are condo view from our top floor unit will loose considerable property value under this proposed 7 story apartment. Sincerely, Harry L & Sheree M Johnson Sent from my iPad 104 REVISED FOR CITY COMMENTS AND RESUBMITTED DECEMBER 29, 2020 105 9 106 10 107 (B1) VLT VLT VLTVLT VLT VLT VLT W ST S W ST W S ST WS C C ST ST 10" 10" 8" VENT 20" 6" 6" 8" 16" 24" 16" 16" 12" 16" 20"16"20" 16" 16" PK 20"40" 20"20" 20" 12" 12" 12" 10" 12" 16" 16" 12" 10" 12" 16" 12" 16" 36" C C 36" 16"24"20"16"12"16"12"16" 16"16" 24" 48" 30" 10" 16"24" 16"16"12" 16" 24" E E 36"24" 16" 24" 20" 42" 20" 12" 10" 10" 12" 20" E VLT VLT FM FM FM FM G G F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/OCOM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM UGE UGE COM COM COM COM COM COM COM COM COM COM COM COM COM COM COMUGE UGE9039039 0 3 903904905906 9059049 0 3 9 0 2 90 1 900900901902903904905906905905905 906 907 905 906 904904 904905906907908909 904 905 907 902 901 902902 905 906 90 6 9 0 5 9 0 4 903 907 905 906 905 903 902 902 903 904 905 905 902 9029019019009 0 0 901 903902 901900901899899899898 898898898898899 899900901901 9009 0 1902903 90 4 904904 903 902 901 900 900 904904 9 0 3 902 9 0 2 901902903904905905905904903905 902 89990090190090 2 903 904906 901 900 90 6 904 9 0 5 9 0 6 905(B2)N00°39'11"E 187.99N87°10'19"E 632.62 S01°30'54"W34.7983.74R =2083.24Δ =2°18'11"S88°06'58"E 98.89 216.29R =788.53Δ =15°42'57"S01°30'54"W6.282 5 7 .6 8 R =7 6 3 .9 4 Δ =1 9 °1 9 '3 5 " S87°10'19"W 287.60 108.18 R=788.53Δ=7°51'38"N. LINE SUPERIOR BLVD. N. LINE SUPERIOR BLVD. S. LINE PARCEL 44 S. LINE PARCEL 44 E. LINE PARCEL 44Parcel 1Parcel 2 Parcel A Parcel B Parcel 3-Tract B SWly. LI N E P A R C E L 4 4 (B211) (B3) (B4) TRUNK HIGHWAY NO. 12 (SHEL A R D P A R K W A Y ) W. LINE LOT 4, BLOCK 7 S. LINE LOT 1, BLOCK 7 Parcel 3-Tract A Parc el 3- Tr a ct A Parcel 3-Tract B 30' UTILITY EASEMENT PER DOC. NO. 4510515 32' DRIVEWAY EASEMENT PER DOC. NO. 4070550 10' ELECTRIC EASEMENT PER DOC. NO. 3844615 10' UTILITY EASEMENT PER DOC. NO. 4510515 BENCHMARK M.A. MORTENSON COMPANY Job No. 016733 Client: ELEVATION = 908.61 TOP OF HYDRANT NUT NORTH SIDE FRONTAGE ROAD (SEE SURVEY) BENCH MARK N SCALE IN FEET 0 30' 60' PRELIMINARY PLAT PART OF SE 1 4 NE 1 4 SEC. 01-117-22 HENNEPIN COUNTY, MINNESOTA SURVEYOR'S CERTIFICATION COM F/O G OHE UGE UGT UNDERGROUND COMMUNICATION UNDERGROUND FIBER OPTIC UNDERGROUND GAS OVERHEAD POWER UNDERGROUND POWER SANITARY LINE STORM LINE WATERMAIN LINE UNDERGROUND TELEPHONE FENCE S SANITARY MANHOLE STORM MANHOLE CATCH BASIN HYDRANT GATE VALVE ST LIGHT POLE SIGN ELECTRIC PEDESTAL COMMUNICATION PEDESTAL GAS METER CONCRETE BITUMINOUS GRAVEL LEGEND 3701 40th Avenue NW Rochester, MN 55901 507-218-3745 www.wsbeng.com 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 Minnesota. Dated this _____ day of _____________, 2020. ______________________________________ Jeffrey J. Rolfson, PS, Minnesota License No. 49003 HH SB TRAFFIC CONTROL HAND HOLE SOIL BORING UTILITY POLE PROPERTY DESCRIPTION (Per Old Republic Title Insurance Company Commitment File No. 65858 with a commitment date of October 4, 2020) Parcel 1: That part of the Southeast Quarter of the Northeast Quarter of Section 1, Township 117, Range 22 described as beginning at point on the most Southerly line of Lot 1, Block 7 Shelard Park distant 315.25 feet Easterly from the West line of said Southeast Quarter of the Northeast Quarter as measured along said most Southerly line of Lot 1; thence North 87 degrees 41 minutes 54 seconds East (assuming said West line has a bearing of South 1 degree 11 minutes 16 seconds West) along said most Southerly line of Lot 1 and its Easterly extension a distance of 317.55 feet to the Northerly extension of the West line of Lot 4 said Block 7; thence South 2 degrees 03 minutes 09 seconds West along said Northerly extension of the West line of Lot 4 and the West line of said Lot 4, a distance of 119.74 feet; thence South 64 degrees 01 minutes 24 seconds West a distance of 197.53 feet; thence South 87 degrees 44 minutes 40 seconds West a distance of 139.87 feet to the intersection with a line bearing South 1 degree 14 minutes 59 seconds West from the point of beginning; thence North 1 degree 14 minutes 59 seconds East a distance of 198.98 feet to the point of beginning. The boundary lines of above-described land have been marked by Judicial Landmarks set pursuant to Torrens Case No. 19207. Being Registered land as is evidenced by Certificate of Title No. 1472181. Parcel 2: That part of the Southeast Quarter of the Northeast Quarter of Section 1, Township 117, Range 22 described as beginning at a point on the most Southerly line of Lot 1, Block 7, Shelard Park distant 315.25 feet Easterly from the West line of said Southeast Quarter of the Northeast Quarter as measured along said most Southerly line of Lot 1; thence South 87 degrees 41 minutes 54 seconds West along said most Southerly line of Lot 1 to said West line (assuming said West line has a bearing of South 1 degree 11 minutes 16 seconds West) a distance of 315.25 feet; thence South 1 degree 11 minutes 16 seconds West along said West line a distance of 144.56 feet; thence South 77 degrees 38 minutes 16 seconds East a distance of 214.20 feet; thence North 87 degrees 44 minutes 40 seconds East a distance of 104.50 feet to the intersection with a line bearing South 1 degree 14 minutes 59 seconds West from the point of beginning; thence North 1 degree 14 minutes 59 seconds East a distance of 198.98 feet to the point of beginning. The boundary lines of the above-described land have been marked by Judicial Landmarks set pursuant to Torrens Case No. 17713. Being Registered land as is evidenced by Certificate of Title No. 1472182. Parcel 3 - Tract A: Par 1: That part of the Southeast Quarter of the Northeast Quarter of Section 1, Township 117, Range 22, and that part of Parcel 44 on Minnesota Department of Transportation Right of Way Plat No. 27-23, which lies northerly of the southerly and southwesterly lines of said Parcel 44 and the northwesterly extension of said southwesterly line; westerly of the southerly extension of the West line of Lot 4, Block 7, Shelard Park; southerly and easterly of the following described line: Commencing at a point on the most southerly line of Lot 1, Block 7, Shelard Park distant 315.25 feet easterly from the west line of said Southeast Quarter of the Northeast Quarter as measured along said most southerly line of Lot 1; thence North 87 degrees 41 minutes 54 seconds East (assuming the west line of said Southeast Quarter of the Northeast Quarter has a bearing of South 01 degree 11 minutes 16 seconds West) along said most southerly line of Lot 1 and its easterly extension 317.55 feet to the Northerly extension of the west line of Lot 4, said Block 7; thence South 02 degrees 03 minutes 09 seconds West along said northerly extension of the west line of Lot 4 and the west line of said Lot 4 a distance of 119.74 feet to the point of beginning of the line being described; thence South 64 degrees 01 minute 24 seconds West a distance of 197.53 feet; thence South 87 degrees 44 minutes 40 seconds West 139.87 feet to the intersection with a line bearing South 01 degree 14 minutes 59 seconds West from the point of commencement; thence South 01 degree 14 minutes 59 seconds West to the southerly line of said Parcel 44, and there terminating; and northerly of Line 1. Line 1 is described as follows: Commencing at Right of Way Boundary Corner B212 as shown on said Plat No. 27-23; thence northerly on an azimuth of 00 degrees 13 minutes 27 seconds along the west line of the boundary of said Plat No. 27-23 a distance of 484.26 feet to Right of Way Boundary Corner B211 and the point of beginning of the line being described; thence easterly on an azimuth of 101 degrees 20 minutes 23 seconds along the boundary of said Plat No. 27-23 a distance of 214.28 feet to Right of Way Boundary Corner B1; thence continue on an azimuth of 101 degrees 20 minutes 23 seconds 93.00 feet; thence deflect to the left 350.87 feet on a non-tangential curve, concave to the north and passing through Right of Way Boundary Corner B2 as shown on said Plat No. 27-23, having a radius of 763.94 feet, a delta angle of 26 degrees 18 minutes 56 seconds, and a chord azimuth of 70 degrees 47 minutes 34 seconds to the easterly line of said Parcel 44; thence on an azimuth of 01 degree 05 minutes 15 seconds 7.37 feet to Right of Way Boundary Corner B3 as shown on said Plat No. 27-23 and there terminating. The northerly line of the above land has been marked by Judicial Landmarks set pursuant to Order Doc. No. T2062170 in Torrens Case No. 19207. Parcel 3 - Tract B: Par 2: That part of the Southeast Quarter of the Northeast Quarter of Section 1, Township 117, Range 22, and that part of Parcel 44 on Minnesota Department of Transportation Right of Way Plat No. 27-23, which lies northerly of the southerly and southwesterly lines of said Parcel 44 and the northwesterly extension of said southwesterly line; easterly of the West line of said Southeast Quarter of the Northeast Quarter of Section 1; southerly and westerly of the following described line: Commencing at a point on the most southerly line of Lot 1, Block 7, Shelard Park distant 315.25 feet easterly from the west line of said Southeast Quarter of the Northeast Quarter as measured along said most southerly line of Lot 1; thence South 87 degrees 41 minutes 54 seconds West along said most southerly line of Lot 1 to said west line (assuming said west line has a bearing of South 01 degree 11 minutes 16 seconds West) a distance of 315.25 feet; thence South 01 degree 11 minutes 16 seconds West along said west line 144.56 feet to a point 2.37 feet north of Right of Way Boundary Corner B211 as shown on said Plat No. 27-23, and the point of beginning of the line being described; thence South 77 degrees 38 minutes 16 seconds East a distance of 214.20 feet; thence North 87 degrees 44 minutes 40 seconds East 104.50 feet to the intersection with a line bearing South 01 degree 14 minutes 59 seconds West from the point of commencement; thence South 01 degree 14 minutes 59 seconds West to the southerly line of said Parcel 44, and there terminating; and northerly of Line 1. Line 1 is described as follows: Commencing at Right of Way Boundary Corner B212 as shown on said Plat No. 27-23; thence northerly on an azimuth of 00 degrees 13 minutes 27 seconds along the west line of the boundary of said Plat No. 27-23 a distance of 484.26 feet to Right of Way Boundary Corner B211 and the point of beginning of the line being described; thence easterly on an azimuth of 101 degrees 20 minutes 23 seconds along the boundary of said Plat No. 27-23 a distance of 214.28 feet to Right of Way Boundary Corner B1; thence continue on an azimuth of 101 degrees 20 minutes 23 seconds 93.00 feet; thence deflect to the left 350.87 feet on a non-tangential curve, concave to the north and passing through Right of Way Boundary Corner B2 as shown on said Plat No. 27-23, having a radius of 763.94 feet, a delta angle of 26 degrees 18 minutes 56 seconds, and a chord azimuth of 70 degrees 47 minutes 34 seconds to the easterly line of said Parcel 44; thence on an azimuth of 01 degree 05 minutes 15 seconds 7.37 feet to Right of Way Boundary Corner B3 as shown on said Plat No. 27-23 and there terminating. The northerly line of the above land has been marked by Judicial Landmarks set pursuant to Order Doc. No. T2062169 in Torrens Case No. 17713. Being Registered land as is evidenced by Certificate of Title No. 1472183. (Per Old Republic Title Insurance Company Commitment File No. 65858-1 with a commitment date of October 16, 2020) Parcel A: That part of Trunk Highway No. 12 as shown on MINNESOTA DEPARTMENT OF TRANSPORTATION RIGHT OF WAY PLAT NO. 27-23 described as follows: Beginning at right of way Boundary corner B3; thence on an assumed azimuth of 1 degree 05 minutes 15 seconds along the boundary line of said plat a distance of 86.85 feet to Right of Way Boundary Corner B4; thence deflect to the right 83.74 feet along a non-tangential curve concave to the northwest and passing through Right of Way Boundary Corner B5, having a radius of 2083.24 feet, central angle of 2 degrees 18 minutes 11 seconds, chord azimuth of 48 degrees 18 minutes 24 seconds and chord distance of 83.73 feet; thence on an azimuth of 91 degrees 27 minutes 32 seconds a distance of 98.89 feet; thence southwesterly deflecting to the right on a non-tangential curve concave to the northwest having a radius of 788.53 feet, delta angle of 15 degrees 42 minutes 58 seconds, and a chord azimuth of 229 degrees 07 minutes 59 seconds and chord distance of 215.62 feet to the East line of Parcel 44 as shown on said plat 27-23; thence north along said East line of Parcel 44 to the point of beginning. AND Parcel B: That part of Trunk Highway No. 12 as shown on MINNESOTA DEPARTMENT OF TRANSPORTATION RIGHT OF WAY PLAT NO. 27-23 which lies southwesterly and southerly of Line 1, said Line 1 being described as follows: Line 1: Commencing at Right of Way Boundary Corner B212 as shown on said Plat No. 27-23; thence Northerly on an azimuth of 00 degrees 13 minutes 27 seconds along the West line of the boundary of said Plat No. 27-23 a distance of 484.26 feet to Right of Way Boundary Corner B211 and the point of beginning of the line being described; thence Easterly on an azimuth of 101 degrees 20 minutes 23 seconds along the boundary of said Plat No. 27-23 a distance of 214.28 feet to Right of Way Boundary Corner B1; thence continue on an azimuth of 101 degrees 20 minutes 23 seconds 93.00 feet; thence deflect to the left 350.87 feet on a non-tangential curve, concave to the North and passing through Right of Way Boundary Corner B2 as shown on said Plat No. 27-23, having a radius of 763.94 feet, a delta angle of 26 degrees 18 minutes 56 seconds, and a chord azimuth of 70 degrees 47 minutes 34 seconds to the Easterly line of said Parcel 44; thence on an azimuth of 01 degree 05 minutes 15 seconds 7.37 feet to Right of Way Boundary Corner B3 as shown on said Plat No. 27-23 and there terminating. And northerly of the following described line and its easterly extension: Commencing at the point of intersection of the West line of the Southeast Quarter of the Northeast Quarter of Section 1, Township 117, Range 22, with the most southerly line of Lot 1, Block 7, SHELARD PARK; thence on an assumed bearing of South 0 degrees 39 minutes 11 seconds West along said West line a distance of 187.99 feet to the point of beginning of the line being described; thence along a non-tangential curve concave to the northeast having a radius of 788.53 feet, central angle of 7 degrees 43 minutes 57 seconds, chord bearing of South 78 degrees 42 minutes 56 seconds East to its intersection with the most westerly extension of the southerly line of said Parcel 44; thence easterly along said extension of the most southerly line of said Parcel 44 to its intersection with Line 1 described above, and said line there ending. (Abstract Property) 108 11 109 12 110 13 111 14 7THFLOOR 2ND FLOOR NO PARKINGNO PARKINGCCCCCNO PARKINGDN C CCCCC C C C CC 6" SAN22" ELM 13" ELM ELDER 18" BOX ELM 2X8" EXISTING BUILDING EXISTING BUILDING EXISTING BUILDING14" ELM 14" ASH 20" ASH 18" MAPLE 16" ASH SOFT MAPLE 10X14X14" 12X12X10" ELM 20" ASH 15" SANPATIO PIT EX SMH 86 W . W A Y Z A T A B L V D W. WAYZATA B LVD 8" BOX ELDER 20X10" LOCUST 6" LOCUST S T S T S T W W W W S S S T T T T S FFE: 904.50 MH: 4 B MH: 4 B MH: 23 SP-04 MH: 23 SP-04 MH: 23 SP-01 SP-01 MH: 23 MH: 23 SP-01 SP-01 MH: 23 WP2 MH: 15 MH: 23 SP-02 B MH: 4 B MH: 4 SP-01 MH: 23 WP2 MH: 15 MH: 12 D3 D3 MH: 12 MH: 15 WP SP-01 MH: 23 SP-03 MH: 23 SP-05 MH: 23 SP-05 MH: 23 MH: 4 B MH: 4 B MH: 10 WP SP-01 MH: 23 SP-07 MH: 23MH: 23 SP-07 D3 MH: 12 D3 MH: 12 MH: 12 D3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 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0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Luminaire Schedule Symbol Qty Label Description Tag Lum. Watts Total Watts 7 SP-01 GLEON-AF-02-LED-E1-SL2-BK-8030-MS/DIM-L40-HSS Parking Lot (Pole) II HS 113 791 2 SP-05 GLEON-AF-03-LED-E1-T4FT-BK-8030-MS/DIM-L40-HSS Parking Lot (Pole) IV HS 166 332 1 SP-03 GLEON-AF-02-LED-E1-BK-T4W-8030-MS/DIM-L40-HSS Parking Lot (Pole) IV HS 113 113 2 SP-04 GLEON-AF-02-LED-E1-BK-T4W-8030-MS/DIM-L40 Parking Lot (Pole) IV 113 226 2 SP-07 GLEON-AF-02-LED-E1-BK-SL3-8030-MS/DIM-L40-HSS Parking Lot (Pole) III HS 113 226 12 B 638-6617 Bollard 30 360 2 WP2 XTOR2B-Y-BK-PC2 Parking Lot (Wall) Small 18.2 36.4 2 WP XTOR1B-Y-BK-PC2 Wall Pack (Door)12.2 24.4 1 SP-02 GLEON-AF-02-LED-E1-5WQ-BK-8030-MS/DIM-L40 Parking Lot (Pole) V Double 129 258 5 D3 LD4B20D010 EU4B10209030 4LBMWH1 Exterior Canopy Downlight 20.8 104 105 F ML2000-36” O/C-27K-GSF-WET Festoon Lighting 3.37 353.85 13 W1 LWP15TDN-BZ/830 Patio Sconce Pool Deck 24.7841 322.1933 ONE BEDROOM 3 (OUTDOOR) KITCHEN OUTDOOR SEATING & LAWN GAMES (TURF LAWN AREA) SEATING & YOGA (TURF LAWN AREA) OUTDOOR SEATING SEATING AREA OUTDOOR FITNESS POOL DECK 18'-0" FIRE-PIT FIRE-PIT OUTDOOR POOLWALK PATHWALK PATHOUTDOOR SEATING & LAWN GAMES (TURF LAWN AREA) GREEN BUFFER 34'-0" FREIGHT TWO BATH 1 TWO BEDROOM OM 2 PATIO PATIO PATIO PATIO PATIO PATIO PATIO PATIO PATIO PATIO VESTIBULE PATIO PANEL PRIVACY CLUBROOM DN MH: 5 W1 MH: 5 W1 MH: 5 W1 MH: 5 W1 MH: 5 W1 W1 MH: 5 W1 MH: 5 MH: 5 W1MH: 5 W1 MH: 5 W1 MH: 5 W1 W1 MH: 5 MH: 5 W1 B MH: 4 MH: 4 B B MH: 4 B MH: 4 B MH: 4 MH: 4 B MH: 12 F MH: 12 F MH: 12 F MH: 12 F MH: 12 F MH: 12 F MH: 12 F 0.2 0.2 0.4 0.6 0.8 0.9 0.7 0.5 0.4 0.4 0.4 0.6 0.8 0.9 0.7 0.5 0.3 0.2 0.2 0.1 0.1 0.1 0.1 0.2 0.2 0.3 0.4 0.7 0.9 1.0 1.0 0.9 1.0 1.2 1.2 1.2 1.2 1.5 1.7 1.8 1.8 1.7 1.6 1.5 1.3 1.1 0.8 0.2 0.3 0.4 0.7 1.0 1.0 0.8 0.6 0.4 0.4 0.5 0.7 1.0 1.1 0.9 0.6 0.4 0.3 0.2 0.1 0.1 0.1 0.1 0.2 0.2 0.3 0.5 0.8 1.1 1.2 1.2 1.1 1.2 1.4 1.4 1.4 1.4 1.7 1.8 1.8 1.8 1.8 1.8 1.7 1.6 1.4 1.1 0.2 0.3 0.5 0.8 1.2 1.2 1.0 0.7 0.5 0.5 0.6 0.8 1.1 1.3 1.1 0.7 0.4 0.3 0.2 0.2 0.1 0.1 0.2 0.2 0.3 0.4 0.6 0.9 1.3 1.4 1.3 1.3 1.4 1.6 1.7 1.6 1.6 1.8 1.9 1.8 1.7 1.7 1.7 1.8 1.9 1.7 1.4 0.4 0.4 0.6 0.9 1.2 1.3 1.0 0.7 0.5 0.5 0.6 0.9 1.2 1.4 1.1 0.8 0.5 0.3 0.2 0.2 0.2 0.2 0.2 0.2 0.3 0.4 0.6 1.0 1.4 1.5 1.4 1.3 1.5 1.7 1.8 1.7 1.7 1.9 1.9 1.7 1.6 1.5 1.6 1.8 1.9 1.8 1.5 6.6 0.7 0.6 0.9 1.3 1.3 1.1 0.7 0.6 0.5 0.6 0.9 1.2 1.4 1.2 0.8 0.5 0.3 0.3 0.2 0.2 0.2 0.2 0.2 0.3 0.4 0.7 1.0 1.4 1.6 1.5 1.4 1.5 1.8 1.8 1.7 1.7 1.9 1.9 1.8 1.6 1.6 1.7 1.8 1.9 1.7 1.4 8.9 0.7 0.6 1.0 1.3 1.4 1.1 0.7 0.6 0.5 0.7 1.0 1.3 1.4 1.1 0.8 0.5 0.4 0.4 0.3 0.2 0.2 0.2 0.2 0.4 0.5 0.7 1.0 1.4 1.5 1.4 1.4 1.6 1.8 1.8 1.7 1.7 1.9 2.0 1.9 1.8 1.8 1.8 1.8 1.7 1.4 1.1 1.3 0.5 0.7 1.3 1.6 1.5 1.0 0.7 0.6 0.6 0.9 1.3 1.4 1.3 1.1 0.7 0.6 0.6 0.7 0.6 0.3 0.2 0.2 0.3 0.6 0.9 1.0 1.1 1.3 1.4 1.4 1.4 1.8 2.0 1.9 1.6 1.6 1.8 2.0 2.2 2.3 2.1 1.8 1.6 1.3 1.0 0.8 0.3 0.4 1.0 2.0 2.3 1.7 1.0 0.7 0.6 0.8 1.6 2.1 1.8 1.3 0.9 0.7 0.7 1.2 1.7 1.3 0.6 0.3 0.3 0.4 1.1 1.8 1.7 1.3 1.2 1.2 1.2 1.6 2.4 2.7 2.1 1.5 1.4 1.6 2.0 2.8 3.1 2.5 1.7 1.2 0.9 0.7 0.5 0.1 0.1 0.2 0.5 1.1 2.0 2.2 1.7 0.9 0.6 0.5 1.0 1.8 2.1 1.9 1.1 0.7 0.6 0.7 1.5 1.8 1.5 0.8 0.3 0.3 0.5 1.4 1.9 1.8 1.3 0.9 0.9 1.0 1.6 2.4 2.5 2.0 1.3 1.1 1.3 1.9 2.7 2.8 2.3 1.4 0.9 0.7 0.5 0.4 0.3 0.1 0.1 0.3 0.5 1.0 1.9 2.1 1.5 0.7 0.5 0.5 0.8 1.9 2.1 1.7 0.9 0.5 0.5 0.6 1.5 1.9 1.7 0.7 0.3 0.3 0.5 1.1 1.9 1.9 1.2 0.7 0.7 0.8 1.4 2.1 2.4 1.6 1.0 0.9 1.0 1.4 2.4 2.5 2.0 1.1 0.6 0.5 0.4 2.0 0.2 2.0 3.8 7.3 8.3 4.8 0.5 3.6 8.7 2.6 4.8 9.2 2.7 0.4 0.3 1.2 9.5 6.9 1.2 0.4 1.8 1.8 0.6 0.5 1.4 5.1 8.9 1.7 0.5 3.1 8.1 4.4 1.5 1.0 1.2 8.7 5.2 0.8 1.8 6.7 6.6 1.4 0.9 4.8 9.3 0.2 8.1 0.8 16.2 9.5 0.8 0.3 0.8 12.9 13.8 2.0 8.9 MH: 12 F MH: 12 F 0.5 0.8 0.9 0.9 0.9 0.7 0.7 1.0 1.2 1.2 1.2 1.0 0.7 1.1 1.3 1.3 1.3 1.1 0.6 1.0 1.2 1.2 1.1 0.9 0.5 0.7 0.8 0.8 0.8 0.7 112 15 113 17 FM FM FM FM FM FM FM EX 12" DI P 6" D IP4" DIP 6" SAN6" DIPHYDR A N T DRIPLINE DRIPLINE24" SILVER MAPLE 10" LOCUST 5" LOCUST 10" LOCUST 18" LOCUST 18" CATALPA 5" CATALPA (DEAD) 8" CATALPA 8" SPRUCE 14" SPRUCE 16" SPRUCE 18" SPRUCE 22" SPRUCE 14" SPRUCE 22" SPRUCE TEL PED EXISTING BUILDING EXISTING BUILDING EXISTING BUILDINGG G G 18X16" ASH 12" COTTONWOOD 22" LINDEN 28" SOFT MAPLE 14" HACKBERRY 20" LOCUST 22" LOCUST 10X10X24" LOCUST 16X20X16X10" ELM BILLBOARDSEX STM15" SANFM FM FM FM FM FM FM FM FM FM ELEC BOX GAS POST POWER BOX BILLBOARD POWER 3 PHASEW W W UGE UGE UGE UGECOM COM COM COM COM COM COM COM COM COM COMUGECOM COM COM COM COM COM COM COM COM COM COM UGEUGECOMCOMCOM COM COM COM COM COM COM COM COM COM COM COM COM COM UGE UGE UGE UGE UGE UGE UGE UGEUGEUGEUGEUGEUGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGEUGEW G G G G G G G G G G G S S S T T EX SMH 86 T T S W. W A Y Z A T A B L V D W. WAYZATA BLVD ELEC BOX 3 PHASE E X C E L 3 PHASE FEEDER L I N E SPRINT-FIBER OPT I C FIBER OPT I C EX STM UGE FM FM FM FM ST ST ST ST STCL //////////////////////////////////////////////////////////////////////////////////////////////////////////// // LP LP LP LP //////////////////////////////////// ///HY 1 1 3 3 3 1 DRIPLINE DRIPLINE 1 2 3 4 5 6 7 8 9 10 11 12 14 15 16 17 18 19222021 25 23 24 27 26 28 31 32 29 30 DRIPLINE13 33 34 XXXXX X X X X X X X XX XX X X X X X X X X XX B B B CL CL CL CL CL CL CL CL CL CL CL CL CL CL CL CL CL CLCL CLCL CL CL CL CL CL CL CL CL CLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCL2 LP B4 5 5 5 X 6 6 6 6 6 6 5 34 XX ST R M ST R M ST RMST RMST RMBWM AB1. THE CONTRACTOR SHALL VISIT THE SITE PRIOR TO SUBMITTING A BID TO BECOME FAMILIAR WITH ALL SITE CONDITIONS. ALL SURFACE FEATURES THAT CONFLICT WITH PROPOSED CONDITIONS SHALL BE REMOVED OR RELOCATED WHETHER OR NOT SHOWN ON SURVEY OR SPECIFICALLY CALLED OUT. THIS INCLUDES BUT IS NOT LIMITED TO CLEARING AND GRUBBING. 2. EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE INSTALLED PRIOR TO THE COMMENCEMENT OF CONSTRUCTION (SEE GRADING AND DRAINAGE PLAN). 3. MAINTAIN FIRE ACCESS WITHIN 150 FEET OF EXTERIOR AREAS OF ALL BUILDINGS DURING CONSTRUCTION. 4. THE CONTRACTOR SHALL REFER TO THE MUTCD FOR TRAFFIC CONTROL REQUIREMENTS. THE CONTRACTOR MAY BE REQUIRED TO PHASE CONSTRUCTION TO MINIMIZE DISRUPTION TO TRAFFIC AND MAINTAIN SITE SAFETY. CONSTRUCTION OPERATIONS SHALL BE PERFORMED IN A WAY TO MINIMIZE THE DISRUPTION TO THE NORMAL FLOW OF TRAFFIC ON ALL STREETS, ALLEYS, AND PUBLIC BUILDING ACCESS. 5. THE CONTRACTOR SHALL OBTAIN AND CONFORM TO ALL PERTINENT CITY, COUNTY AND STATE DETAILS, SPECIFICATIONS, PERMITS, AND COORDINATE INSPECTIONS AS REQUIRED BY THE GOVERNING BODY DURING THE ENTIRE PROJECT DURATION 6. CONTACT PUBLIC AND PRIVATE UTILITY OWNERS A MINIMUM OF 72 HOURS PRIOR TO THE START OF WORK. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO LOCATE AND PROTECT ALL EXISTING UTILITIES AND TOPOGRAPHIC FEATURES NOT SCHEDULED FOR REMOVAL. NO ADDITIONAL PAYMENT WILL BE MADE FOR REPAIRING DAMAGE TO EXISTING UTILITIES, RELOCATING, WORKING AROUND, OR PROTECTING EXISTING UTILITIES OR OTHER APPURTENANCES. 7. COORDINATE WITH PRIVATE UTILITY COMPANIES (ELECTRIC, GAS, COMMUNICATIONS) FOR TERMINATION REMOVAL AND OR REELOCATION OF EXISTING SERVICES THROUGHOUT SITE AND REPLACEMENT WITH NEW SERVICES FOR THE PROPOSED DEVELOPMENT. 8. REMOVE TOPSOIL WITHIN LIMITS OF CONSTRUCTION. STOCKPILE ON-SITE FOR USE IN AREAS NOT SCHEDULED FOR BUILDING, PAVEMENT, OR SIDEWALK. 9. A DIAMOND EDGE SAWBLADE SHALL BE USED FOR CUTTING ALL PAVEMENT MARKED FOR REMOVAL. 10. SAWCUT EXISTING PAVEMENT WHICH ABUTS ALL NEW PAVEMENTS TO PROVIDE A STRAIGHT VERTICAL EDGE. 11. PROTECT BY WHATEVER MEANS REQUIRED ALL FENCES, SIGNS, STRUCTURES, DRIVES, SIDEWALKS, STREETS, BUSHES, TREES, ETC. WHICH ARE NOT DESIGNATED FOR REMOVAL, OR OUTSIDE THE LIMITS OF CONSTRUCTION. 12. CONTRACTOR IS RESPONSIBLE FOR REPAIRING ALL DAMAGE INCURRED DURING CONSTRUCTION. THIS INCLUDES, BUT IS NOT LIMITED TO, DAMAGE CAUSED BY SUBCONTRACTORS TO THE GENERAL CONTRACTOR. REPAIRS SHALL EQUAL OR EXCEED THE QUALITY OF EXISTING CONDITIONS. 13. CONTRACTOR SHALL REMOVE AND/OR RELOCATE ALL ITEMS NECESSARY TO ACCOMMODATE THE PROPOSED IMPROVEMENTS WHETHER SPECIFICALLY CALLED OUT BY NOTE OR NOT. 14. THE LOCATIONS OF ALL AERIAL AND UNDERGROUND UTILITY FACILITIES ARE APPROXIMATE OR MAY NOT BE INDICATED IN THESE PLANS. UNDERGROUND FACILITIES, WHETHER INDICATED OR NOT, SHALL BE LOCATED PRIOR TO CONSTRUCTION. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PROTECT ALL EXISTING UTILITIES, PAVEMENT AND OTHER IMPROVEMENTS. ANY DAMAGE TO EXISTING UTILITIES AND/OR PAVED STREETS CAUSED BY CONSTRUCTION OPERATIONS SHALL BE REPAIRED OR REPLACED AT THE CONTRACTOR'S EXPENSE, IN ACCORDANCE WITH ST. LOUIS PARK PUBLIC WORKS DEPARTMENT STANDARD SPECIFICATIONS FOR CONSTRUCTION, LATEST EDITION. 15. ALL DEBRIS AND REFUSE RESULTING FROM CONSTRUCTION OPERATIONS SHALL BE HAULED OFF-SITE AND DISPOSED OF PROPERLY AT THE CONTRACTOR'S EXPENSE. 16. CONTRACTOR SHALL KEEP EXISTING SANITARY SEWER FORCE MAIN IN SERVICE UNTIL NEW FORCE MAIN IS INSTALLED. DEMOLITION NOTES REMOVAL LEGEND SS RM ST RM SS HY REMOVE HYDRANT, VALVE AND LEAD REMOVE SANITARY SEWER REMOVE STORM SEWER REMOVE DRAINAGE STRUCTURE REMOVE SANITARY STRUCTURE ////////REMOVE UTILITY WM RM REMOVE WATERMAIN LP REMOVE LIGHT POLE REMOVE CURB & GUTTER REMOVE TREE KEYNOTES COORDINATE REMOVAL OF BITUMINOUS PAVING WITH CONSTRUCTION SCHEDULE. REMOVE EXISTING HYDRANT. INSTALL NEW HYDRANT IN ACCORDANCE WITH SHEET CU101. REMOVE ALL TREES AND VEGETATION WITH THE PROPOSED IMPROVEMENTS. CONTRACTOR TO FIELD VERIFY. ADJUST EXISTING SANITARY SEWER CASTING. SEE SHEET CU501. CONTRACTOR SHALL COORDINATE WITH ALL SMALL UTILITY OWNERS FOR THE REMOVAL & RELOCATION OF EXISTING UTILITY STRUCTURES AND LINES AS NECESSARY TO ACCOMMODATE PROPOSED IMPROVEMENTS. PROVIDED SURVEY DOES NOT INCLUDE EXISTING PAVEMENT AND CURB THAT STILL EXISTS THROUGHOUT SITE AND MUST BE REMOVED. CONTRACTOR IS RESPONSIBLE FOR VERIFYING EXTENT OF REQUIRED REMOVALS PRIOR TO BID. 1 2 3 CL CONSTRUCTION LIMITS SAW CUT BITUMINOUS PAVEMENT (FULL DEPTH) EXISTING STORM SEWER EXISTING WATERMAIN EXISTING SANITARY SEWER UGT EXISTING UNDERGROUND TELEPHONE UGE EXISTING UNDERGROUND ELECTRIC OHE EXISTING OVERHEAD ELECTRIC GAS EXISTING UNDERGROUND GAS 1019 EXISTING SANITARY SEWER MANHOLEs FM EXISTING SANITARY SEWER FORCE MAIN T W ST EXISTING STORM SEWER MANHOLE/CATCH BASIN EXISTING WATER MANHOLE EXISTING HYDRANT EXISTING TELEPHONE MANHOLE EXISTING TREES EXISTING CONTOURS LEGEND (EXISTING) N SCALE IN FEET 0 H: 30 60 4 X TREE # SIZE TYPE CONDITION 1 X 22 SPRUCE SIGNIFICANT 2 X 22 SPRUCE SIGNIFICANT 3 X 14 SPRUCE SIGNIFICANT 4 X 18 SPRUCE SIGNIFICANT 5 X 16 SPRUCE SIGNIFICANT 6 X 14 SPRUCE SIGNIFICANT 7 X 8 SPRUCE SIGNIFICANT 8 X 12 COTTONWOOD SIGNIFICANT 9 X 18 LOCUST SIGNIFICANT 10 X 8 CATALPA SIGNIFICANT 11 X 10 LOCUST SIGNIFICANT 12 X 10 LOCUST SIGNIFICANT 13 X 5 LOCUST SIGNIFICANT 14 X 22 LOCUST SIGNIFICANT 15 X 20 LOCUST SIGNIFICANT 16 X 14 HACKBERRY SIGNIFICANT 17 X 8 BOXELDER COMMON TREE # SIZE TYPE CONDITION 18 X 6 LOCUST SIGNIFICANT 19 X 20 ASH COMMON 20 X 12 ELM COMMON 21 X 12 ELM COMMON 22 X 10 ELM COMMON 23 X 10 LOCUST SIGNIFICANT 24 X 10 LOCUST SIGNIFICANT 25 X 24 LOCUST SIGNIFICANT 26 X 20 LOCUST SIGNIFICANT 27 X 10 LOCUST SIGNIFICANT 28 X 22 LINDEN SIGNIFICANT 29 X 16 ASH COMMON 30 X 18 ASH COMMON 31 X 14 ELM COMMON 32 X 18 BOXELDER COMMON ALL SIZES ARE IN INCHES AT D.B.H B TREE INVENTORY LIST REMOVE ALL PAVEMENT, CURBING AND CONCRETE WALK 5 6 X = TO BE REMOVED LEGEND SIGNIFICANT - AN TREE AT LEAST 5 CALIPER INCHES (DECIDUOUS) OR 6 CALIPER INCHES (CONIFEROUS) OR GREATER IN EXCELLENT CONDITION, OR ANY TREE THE CITY HAS A STRONG DESIRE TO PRESERVE. THIS INCLUDES ASPEN, COTTONWOOD, OR SILVER MAPLE AT LEAST 12 CALIPER INCHES DBH IN HEALTHY CONDITION. COMMON - ANY OF THE FOLLOWING TREES: WILLOW, SIBERIAN ELM, BOX ELDER, BLACK LOCUST OR ASPEN, COTTONWOOD, OR SILVER MAPLE UNDER 12 CALIPER INCHES OR OTHER FAST GROWING DECIDUOUS TREES NOT LISTED AS AN SIGNIFICANT TREE INCLUDING TREES IN POOR PHYSICAL CONDITION. SUMMARY ABOUT HALF OF ALL TREES CURRENTLY GROWING ON THE SITE ARE COMMON TREES. THESE TREES CARRY LOW VALUE IN EFFORTS FOR PRESERVATION AND ARE BETTER TO BE REMOVED AND NEW HARDWOOD TREES BE PLANTED AS PART OF THE ZONING REQUIREMENTS. THERE ARE TWO "EXCEPTIONAL" TREES ON THE SITE BUT ARE SMALLER IN SIZE NOT MAKING THEM "SIGNIFICANT" TREES. BOTH OF THESE TREES ARE LOCATED IN PROPOSED PARKING AREAS. THESE CATALPA TREE IS NOT NATIVE TO THE SITE AND HAVE BEEN PLANTED AS PART OF THE PREVIOUS SITE DEVELOPMENT PROJECT. THE HACKBERRY TREE POTENTIALLY IS A VOLUNTEER GROWING IN A LARGER WOODED GROVE OF TREES. THERE "SIGNIFICANT" TREES WHICH ARE LOCATED ON SITE. MANY OF THEM ARE WITHIN PROPOSED PARKING AREAS OR IN THE PROPOSED FIRE LANE AND TRASH ACCESS LANE. MANY OF THESE TREES HAVE BEEN PLANTED AS PART OF PREVIOUS SITE DEVELOPMENT PARKING LOT REQUIREMENTS. SOME OF THE OTHER TREES ARE GROWING IN A GROVES OF OTHER LOW VALUE COMMON TREES AND HAVE A POOR OVERALL STRUCTURE AND VALUE TO THE SITE. AGAIN, MOST OF THESE TREES WOULD BE BETTER TO BE REMOVED AND REPLACED WITH HIGHER QUALITY HARDWOOD TREES MEETING CURRENT ZONING REQUIREMENTS. 114 18 EXISTING BUILDING EXISTING BUILDING EXISTING BUILDINGT T T T W. W A Y Z A T A B L V D W. WAYZATA BLVDNO PARKINGNO PARKINGNO PARKINGDN DORA: 12.72% OF TOTAL PROPERTY DORA: 3.54% OF TOTAL PROPERTY DORA: 9.18% OF TOTAL PROPERTY 3,450 SF PROPOSED MULTI-FAMILY HOUSING 12,423 SF LEVEL 2 OUTDOOR AMENITY DECK 1,340 SF N SCALE IN FEET 0 H: 30 60 UTILITY EASEMENT LINES EXISTING TREES LEGEND DORA AREAS 115 21 116 22 117 23 118 24 119 25 FM FM FM FM FM FM FM TEL PED EXISTING BUILDING EXISTING BUILDING EXISTING BUILDINGG G G FM FM FM FM FM FM FM FM FM FM POWER BOX POWER W W W UGE UGE UGE UGECOM COM COM COM COM COM COM COM COM COM COMUGECOM COM COM COM COM COM COM COM COM COM COMCOM COMCOM COM COM COM COM COM COM COM COM COM COM COM COM COM UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UG E UGE UGE UGE UGE UGE UGE UGE W G G G G G G G G G G G S S S T T T T S W. W A Y Z A T A B L V D W. WAYZATA BLVD UGE FM FM FM FM FM FM FM ST ST ST ST ST STNO PARKINGNO PARKINGNO PARKINGDN EX SMH 84 RIM: 899.30 INV:888.83 (W) INV: 886.00 (S) GAS GASGASGASGAS FOP FOP FOP FOP FOPFOPFOPFOPEXISTING STORM SEWER EXISTING WATER MAIN EXISTING SANITARY SEWER UGT EXISTING UNDERGROUND TELEPHONE UGE EXISTING UNDERGROUND ELECTRIC OHE EXISTING OVERHEAD ELECTRIC GAS EXISTING UNDERGROUND GAS EXISTING SANITARY SEWER MANHOLEs FM EXISTING SANITARY SEWER FORCE MAIN T W EXISTING WATER MANHOLE EXISTING HYDRANT EXISTING TELEPHONE MANHOLE EXISTING TREES ST EXISTING STORM SEWER MANHOLE/CATCH BASIN LEGEND SOD N SCALE IN FEET 0 H: 30 60 SEE LS201 SEE LS202 SEE LS203 LANDSCAPE ENLARGEMENT 2 L1 SEE 1 L1 ALTERNATE LANDSCAPE DESIGN ALTERNATE USED IDENTIFIED ON PLAN/SHEET DESCRIPTION ESTIMATED VALUE POLINATOR PLANTS SHEET LS202 EAST CENTER ISLAND $5,500 ROOF GARDEN LEVEL 7 SKY PLAN & RENDERINGS PLANTER BOXES PLANTING ACCESSORIES IRRIGATION METAL TRELLIS VALUE OF REQUIRED LANDSCAPE TO BE PROVIDED AS "ALTERNATE LANDSCAPE DESIGN" *SEE TABLE BELOW FOR ALTERNATE LANDSCAPE DESIGN APPROACH. NOMO FESCUE SHEET LS201-LS202 NORTH SIDE OF BUILDING $4,500 BIOSWALE COLLECTOR SHEET LS202 EAST CENTER ISLAND $25,000 $57,000 TOTAL ESTIMATED VALUE $92,000 120 FMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMTELPEDEXISTING BUILDINGFMFMFMFMFMFMFMFMFMFMFMFMFMFMPOWERWUGEUGEUGEUGEUGEUGEUGEUGEUGEUGECOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMUGECOMCOMCOMCOMCOMCOMCOMCOMCOM COMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOM COMUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGE UGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGE GGGGGGGGGGGGG GST TSUGEUGEUGESTSTNO PARKINGNO PARKING DN7.42'3' BUFFER AROUND UTILITY7'SOD (TYP)BUILDINGEXISTING STORM SEWEREXISTING WATER MAINEXISTING SANITARY SEWERUGTEXISTING UNDERGROUND TELEPHONEUGEEXISTING UNDERGROUND ELECTRICOHEEXISTING OVERHEAD ELECTRICGASEXISTING UNDERGROUND GASEXISTING SANITARY SEWER MANHOLEsFMEXISTING SANITARY SEWER FORCE MAINTWEXISTING WATER MANHOLEEXISTING HYDRANTEXISTING TELEPHONE MANHOLEEXISTING TREESSTEXISTING STORM SEWER MANHOLE/CATCH BASINLEGENDSODSUBMITTALS NO.DATE DESCRIPTION K:\016733-000\Cad\Plan\016733-000-L-PLNT-PLAN.dwg 12/28/2020 2:19:21 PM SCALE:PLAN BY:DESIGN BY:CHECK BY: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. LIC. NO:DATE:AS SHOWNRCBRCBJMSSLP LIVING JAMES M. SOLTIS XX/XX/2020 54823 WSB PROJECT NO.:016733-0009920 & 9808 WAYZATA BLVD. ST. LOUIS PARK, MN NSCALE IN FEET0H:10 20LANDSCAPE ENLARGEMENT 1L2MATCH LINE SEE L3 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 LANDSCAPE ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA. LIC. NO:DATE: ROBERT A. SLIPKA III 4433711/24/2020LS201LANDSCAPE PLANENLARGEMENTALTERNATE DESIGN: NO MOW FESCUE121 GGFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMWCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMUGEUGEUGEGGGGGGGGGGGGGGGGGGGGGGGSTTW. WAYZATA BLVDUGEUGEUGESTNO PA R KI N G EX SMH 84RIM: 899.30INV:888.83 (W)INV: 886.00 (S)GAS GAS GASGASGASGASGAS GAS GAS GAS GAS GAS GAS GAS GASGASGASFOPFOPFOPFOPFOPFOPFOPFOPFOPFOPFOPFOPFOP FOP FOP FOP FOP FOP FOP FOP FOP FOP FOPFOPFOPLANDSCAPE EDGER (TYP)SOD (TYP)BUILDINGDOG PARKEXISTING STORM SEWEREXISTING WATER MAINEXISTING SANITARY SEWERUGTEXISTING UNDERGROUND TELEPHONEUGEEXISTING UNDERGROUND ELECTRICOHEEXISTING OVERHEAD ELECTRICGASEXISTING UNDERGROUND GASEXISTING SANITARY SEWER MANHOLEsFMEXISTING SANITARY SEWER FORCE MAINTWEXISTING WATER MANHOLEEXISTING HYDRANTEXISTING TELEPHONE MANHOLEEXISTING TREESSTEXISTING STORM SEWER MANHOLE/CATCH BASINLEGENDSODSUBMITTALS NO.DATE DESCRIPTION K:\016733-000\Cad\Plan\016733-000-L-PLNT-PLAN.dwg 12/28/2020 2:23:06 PM SCALE:PLAN BY:DESIGN BY:CHECK BY: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. LIC. NO:DATE:AS SHOWNRCBRCBJMSSLP LIVING JAMES M. SOLTIS XX/XX/2020 54823 WSB PROJECT NO.:016733-0009920 & 9808 WAYZATA BLVD. ST. LOUIS PARK, MN NSCALE IN FEET0H:10 20LANDSCAPE ENLARGEMENT 1L3MATCH LINE SEE L4 MATCH LINESEE L2 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 LANDSCAPE ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA. LIC. NO:DATE: ROBERT A. SLIPKA III 4433711/24/2020LS202LANDSCAPE PLANENLARGEMENTLANDSCAPE ALTERNATIVE:REPLACE SHRUB MATERIAL WITHPOLLINATOR PLANTINGS1,940 SFLANDSCAPE ALTERNATIVE:AREA TO BE REVISED FORBIOSWALE/FILTRATIONCURB CUTS ILOCATCH BASINSALTERNATE DESIGN: NO MOW FESCUE122 GGGGGGGWW. WAYZATA BLVDSOD (TYP)EXISTING STORM SEWEREXISTING WATER MAINEXISTING SANITARY SEWERUGTEXISTING UNDERGROUND TELEPHONEUGEEXISTING UNDERGROUND ELECTRICOHEEXISTING OVERHEAD ELECTRICGASEXISTING UNDERGROUND GASEXISTING SANITARY SEWER MANHOLEsFMEXISTING SANITARY SEWER FORCE MAINTWEXISTING WATER MANHOLEEXISTING HYDRANTEXISTING TELEPHONE MANHOLEEXISTING TREESSTEXISTING STORM SEWER MANHOLE/CATCH BASINLEGENDSODTREESQTYBOTANICAL / COMMON NAMECONT12 Acer saccharum `Bailsta` TM / Fall Fiesta Sugar Maple2.5" Cal B&B20 Celtis occidentalis / Common Hackberry2.5" Cal B&B8 Ginkgo biloba `Autumn Gold` / Autumn Gold Ginkgo2.5" Cal B&B6 Gleditsia triacanthos inermis `Skyline` / Skyline Thornless Honey Locust2.5" Cal B&B2 Gymnocladus dioica `Espresso` / Espresso Kentucky Coffeetree2.5" Cal B&B13 Picea abies / Norway Spruce8` HT. B&B3 Picea glauca `Densata` / Black Hills Spruce8` HT. B&B8 Quercus bicolor / Swamp White Oak2.5" Cal B&B4 Quercus macrocarpa / Burr Oak2.5" Cal B&B6 Tilia americana `Boulevard` / Boulevard Linden2.5" Cal B&B9 Ulmus americana `Princeton` / Princeton Elm2.5" Cal B&BSHRUBSQTYBOTANICAL / COMMON NAMESIZE71 Cornus alba `Regnzam` / Red Gnome Dogwood#5 CONT.165 Diervilla lonicera / Dwarf Bush Honeysuckle#5 CONT.7 Hydrangea arborescens `Abetwo` / Incrediball Hydrangea#5 CONT.14 Juniperus chinensis `Maneyi` / Maney Juniper#5 CONT.129 Physocarpus opulifolius `Little Devil` TM / Dwarf Ninebark#5 CONT.122 Rhus aromatica `Gro-Low` / Gro-Low Fragrant Sumac#5 CONT.203 Spiraea sorbifolia `Sem` / `Sem` False Spirea#5 CONT.68 Spiraea x bumalda `Neon Flash` / Neon Flash Spirea#5 CONT.17 Taxus x media `Tauntonii` / Tauton Yew#5 CONT.195 Viburnum trilobum `Bailey Compact` / Bailey`s Compact American Cranberry Bush #5 CONT.PLANT SCHEDULE**ALTERNATIVE LANDSCAPE PLAN AS NOTED ON LS203 WOULD REPLACE A PORTION OF THESHRUBS WITH POLLINATOR PERENNIALS.SUBMITTALS NO.DATE DESCRIPTION K:\016733-000\Cad\Plan\016733-000-L-PLNT-PLAN.dwg 12/28/2020 2:23:49 PM SCALE:PLAN BY:DESIGN BY:CHECK BY: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. LIC. NO:DATE:AS SHOWNRCBRCBJMSSLP LIVING JAMES M. SOLTIS XX/XX/2020 54823 WSB PROJECT NO.:016733-0009920 & 9808 WAYZATA BLVD. ST. LOUIS PARK, MN NSCALE IN FEET0H:10 20LANDSCAPE ENLARGEMENT 1L4MATCH LINESEE L3 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 LANDSCAPE ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA. LIC. NO:DATE: ROBERT A. SLIPKA III 4433711/24/20201.ALL PLANTING BEDS TO INCLUDE A LAYER OF DOUBLE SHREDDEDHARDWOOD MULCH FOUR INCHES (4") DEEP.2. WOOD MULCH AROUND INDIVIDUAL TREES SHALL BE A FOUR FOOT DIAMETER,FOUR INCHES (4") DEEP. DO NOT PLANT EVERGREENS LATER THAN OCTOBER15.3. ALL PLANTS, INCLUDING THEIR ROOTS, SHALL BE FREE FROM DISEASE,INSECTS OR OTHER INJURIOUS QUALITIES. ALL STATE, LOCAL AND FEDERALLAWS PERTAINING TO THE INSPECTION, SALE AND SHIPMENT OF PLANTMATERIALS SHALL BE COMPLIED WITH. THE TRUNK OF THE TREES SHALL BESOUND WITH NO LARGE WOUNDS. SMALL WOUNDS SHALL HAVESATISFACTORY CALLUS ROLL FORMED OR FORMING OVER THEM. PLANTSSHALL SHOW GOOD ANNUAL GROWTH. EVERGREEN FOLIAGE SHALL HAVEGOOD, INTENSE COLOR.4. ALL PLANTS SHALL BE TRUE TO TYPE, HAVE NORMAL AND WELL DEVELOPEDBRANCH SYSTEM, AND HAVE A VIGOROUS AND FIBROUS ROOT SYSTEM. ALLPLANTS SHALL ALSO BE FREE FROM DEFECTS, INJURIES, ABRASIONS OF THEBARK, PLANT DISEASES, INSECT EGGS, BORERS AND ALL FORMS OFINFESTATION. ALL NEW PLANTS SHALL BE NURSERY GROWN.5. PLANTS SHALL CONFORM TO THE SIZES SPECIFIED ON THE PLANT SCHEDULE.OVERSIZED PLANTS MAY BE USED UPON WRITTEN AUTHORIZATION FROM THELANDSCAPE ARCHITECT, BUT WILL NOT INCREASE CONTRACT PRICE. THELANDSCAPE ARCHITECT SHALL MAKE THE FINAL DETERMINATION AS TOWHETHER THE PLANTS MEET THE SIZE REQUIREMENTS IN ACCORDANCEWITH THE IDENTIFIED STANDARDS.6. DELIVER, STORE, AND PROTECT PLANTS UNTIL PLANTED.7. DO NOT INSTALL PLANT LIFE WHEN AMBIENT TEMPERATURES MAY DROPBELOW 35 DEGREES F OR ABOVE 90 DEGREES F OR WHEN WIND VELOCITYEXCEEDS 30 MPH.8. TREES PLANTS AND GROUND COVER: SPECIES AND SIZE IDENTIFIABLE INPLANT SCHEDULE, GROWN IN CLIMATIC CONDITIONS SIMILAR TO THOSE INLOCALITY OF THE WORK.9. THE ROOTS OF ALL PLANT MATERIALS SHALL BE FREE OF KINKS, CIRCLINGAND GIRDLING. TRANSPORT ROOTS SHALL BE SYMMETRICAL AROUND THETRUNK/STEM OF THE PLANT.10. AVOID EXCESSIVE COMPACTION OF PLANTING BED SOILS DURING AND AFTERPLACEMENT.11. PLANT TREES AND SHRUBS AT THE DEPTH AT WHICH THEY GREW IN THENURSERY WITH ROOT COLLARS / FLARES PLACED AT GROUND LEVEL ANDNOT ANY LOWER.12. CONTAINER GROWN PLANT MATERIAL: REMOVE ALL ROOT CONTAINERS ANDCUT ALL ROPE, WIRE, ETC. ATTACHING ROOT CONTAINER TO THE STEM. IFTHE ROOTS ARE GROWING IN A SPIRAL AROUND THE SOIL BALL, SEVER ANDSEPARATE IN THE FOLLOWING MANNER; USING A SHARP KNIFE, MAKE ACRISS-CROSS CUT ON THE BOTTOM OF THE BALL AND VERTICAL CUT THESIDES DEEP ENOUGH TO CUT THE ROOTS.13. BALLED AND BURLAP PLANT MATERIAL: LIFT FROM BENEATH THE BALL, NOTBY THE TRUNK. DO NOT LOOSEN OR BREAK THE SOIL BALL. FILL PLANTING PITTHREE QUARTERS (3/4) FULL AND TAMP. CUT AND REMOVE THE ROPE ORTWINE AROUND THE TRUNK. PULL THE BURLAP AWAY FROM THE TRUNK ANDTOP OF THE BALL. BEND AND REMOVE ALL WIRE BASKETS AND BURLAP FROMTHE TOP HALF OF THE ROOTBALL.PLANTING NOTES:1. SOD MUST BE A MINIMUM AGE OF EIGHTEEN (18) MONTHS, WITH ROOTDEVELOPMENT THAT WILL SUPPORT ITS OWN WEIGHT WITHOUT TEARING,WHEN SUSPENDED VERTICALLY BY HOLDING THE UPPER TWO CORNERS. SODMUST BE GROWN BY COMPANY SPECIALIZING IN SOD PRODUCTION ANDHARVESTING WITH MINIMUM FIVE YEARS EXPERIENCE, AND CERTIFIED BYTHE STATE OF MINNESOTA.2. DELIVER SOD ON PALLETS IN ROLLS. PROTECT EXPOSED ROOTS FROMDEHYDRATION.3. SOD TO BE CULTIVATED GRASS "HIGHLAND" SOD; WITH STRONG FIBROUSROOT SYSTEM, FREE OF STONES, BURNED OR BARE SPOTS; CONTAINING NOMORE THAN FIVE (5) WEEDS PER 1000 SQ FT.4. TOPSOIL SHALL BE PLACED TO A MINIMUM DEPTH OF SIX INCHES UNDER ALLSODDED AREAS, UNLESS SPECIFIED OTHERWISE.5. LAY SOD IMMEDIATELY AFTER DELIVERY TO SITE WITHIN 24 HOURS AFTERHARVESTING TO PREVENT DETERIORATION.6. LAY SOD TIGHT WITH NO OPEN JOINTS VISIBLE, AND NO OVERLAPPING;STAGGER END JOINTS TWELVE INCHES (12") MINIMUM. DO NOT STRETCH OROVERLAP SOD PIECES.7. PLACE TOP ELEVATION OF SOD ONE HALF INCH (1/2") BELOW ADJOININGPAVING AND CURBS.8. WATER SODDED AREAS IMMEDIATELY AFTER INSTALLATION. SATURATE SODTO FOUR INCHES (4") OF SOIL.9. THE CONTRACTOR IS RESPONSIBLE TO MAINTAIN LAID SOD, INCLUDINGWATERING, FOR ONE (1) MONTH MAINTENANCE PERIOD, OR UNTIL AVIGOROUS GROWTH IS MAINTAINED.10. WHEN THE SOD HAS ACHIEVED A VIGOROUS GROWTH AND IS WELL ROOTEDINTO THE SOIL THE CONTRACTOR SHALL NOTIFY THE OWNER/LA-E THAT ALLOF THE SODDED AREAS ARE READY FOR INSPECTION AND ACCEPTANCE BYTHE OWNER. THE OWNER SHALL HAVE 48 HOURS AFTER NOTIFICATION BYTHE CONTRACTOR TO ACCEPT MAINTENANCE RESPONSIBILITY. ALL SODMUST BE IN PLACE BEFORE OWNER WILL ACCEPT IT AND TAKE OVERMAINTENANCE RESPONSIBILITY.SOD NOTES:LS203LANDSCAPE PLANENLARGEMENTLS202123 26 12 = 5.1% of 236 36 = 15.3% of 236 1 PROVIDED: 47 = 20.8% OF 236(CONDUIT PROVIDED TO ALL (ELVF) FUTURE LOCATIONS) 124 27 125 28 126 29 127 01 02 04 05 06 07 01 02 03 05 06 07 01 02 06 07 30 TOTAL CLASS MATERIAL TOTALS CLASS 2 31.98% CLASS 1 68.02% 100%100% TOTALS CLASS 2 19.90% CLASS 1 80.10% 100%100% TOTALS CLASS 2 36.23% CLASS 1 63.77% 100%100% TOTALS CLASS 2 34.94% CLASS 1 65.06% 100%100% TOTALS CLASS 2 50.82% CLASS 1 49.18% 100%100% TOTALS CLASS 2 47.48% 100%100% CLASS 1 52.51% LEGEND-MATERIAL USED 128 01 02 0406 07 01 02 03 05 06 07 01 0206 07 31 TOTAL CLASS MATERIAL TOTALS CLASS 2 31.98% CLASS 1 68.02% 100%100% TOTALS CLASS 2 19.90% CLASS 1 80.10% 100%100% TOTALS CLASS 2 36.23% CLASS 1 63.77% 100%100% TOTALS CLASS 2 34.94% CLASS 1 65.06% 100%100% TOTALS CLASS 2 50.82% CLASS 1 49.18% 100%100% TOTALS CLASS 2 47.48% 100%100% CLASS 1 52.51% LEGEND-MATERIAL USED 129 130 Planning commission: Study session Meeting date: January 6, 2021 Agenda item: Other Business Other Business Annual report and 2021 work plan Recommended action: Review draft annual report and work plan and provide comments. Summary: Every year, planning commission reports the past year’s activities and accomplishments to city council through an annual report and presentation. This has yet to be scheduled for 2021. S taff would like planning commission to review the annual report and make recommendations regarding the 2021 work plan in preparation for that report to city council. Next steps: Staff will finalize the 2021 work plan and annual report based on feedback received from the planning commission and prepare the presentation to be made to the council on a later date. Generally, a representative from the planning commission will make the presentation to the city council. Supporting documents: 2020 annual report, 2021 work plan Prepared by: Jacquelyn Kramer, associate planner Reviewed by: Sean Walther, planning and zoning supervisor 131 132 St. Louis Park Planning Commission 2020 Annual Report The St. Louis Park Planning Commission is an 8- member advisory body made up of citizen volunteers appointed by the city council. The p lanning commission reviews and makes recommendations on comprehensive plan amendments, development projects, land use studies and zoning amendments. It also holds public hearings where the public can give input to commission recommendations. A new public art installation by Craig Synder and Homan Wong at the Bridgewater Bank project site. 133 Commission ers Jessica Kraft, chair Jim Beneke Imran Dagane Matt Eckholm Courtney Erwin Tom Weber Outgoing members Lynette Dumalag Claudia Johnston-Madison Carl Robertson Staff Karen Barton, community development director Meg McMonigal, principal planner Sean Walther, planning and zoning supervisor Gary Morrison, assistant zoning administrator Jennifer Monson, senior planner Jacquelyn Kramer, associate planner 134 Executive summary The planning commission is an eight-member advisory group of citizen volunteers appointed by the city council. The 2020 members included Jessica Kraft (chair), Jim Beneke (school representative), Imran Dagane, Matt Eckholm, Courtney Erwin, and Tom Weber. Outgoing members included Lynette Dumalag, Claudia Johnston-Madison and Carl Robertson. Commissioners pride themselves in their thoughtful consideration of applications. Commissioners review detailed staff reports, conduct fair and civil public hearings, discuss complex issues in study sessions and provide sound recommendations in a timely fashion. Due to the COVID-19 global health pandemic, planning commission transitioned to meeting remotely starting in March 2020. All study sessions, public hearings, and neighborhood meetings for development projects were conducted by videoconference rather than meeting in person. For several months the city and commission focused on essential business only, which resulted in fewer study sessions. The commission continued to provide opportunities for public comment and meet statutory deadlines for reviewing projects during this time. 2020 accomplishments Key duties: • Review development projects, planning studies and zoning amendments. • Hold public hearings and make recommendations to the city council. 2020 activities: • Racial equity & inclusion training in a joint session with the e nvironmental and sustainability commission (ESC). • The commission reviewed 22 applications in 2020, including development review of the Quentin, Union Park Flats, Bremer Bank, and the Xchange Medical Building. • Review of code amendments related to accessory dwelling units, architectural design requirements, painted signs, Historic Walker Lake mixed use zoning district, and miscellaneous code amendments. • Review of planning studies for the Historic Walker Lake district, the Wooddale Avenue light rail station area, single family building scale and home occupations. 2021 work plan Review development applications. Hold study sessions and hearings in order to make informed recommendations to city council. Long range planning activities. Review and provide input on studies. • Transit-oriented development light rail transit station area planning updates • Review climate action, racial equity, inclusionary housing and food security and access 135 Zoning code studies • Home occupations • Single family building scale • Revise parking requirements • Transit-oriented development district • Two-family dwellings in low density residential areas • Transitional industrial zoning district Racial equity and inclusion • Identify strategies to broaden participation and reduce barriers to public participation. Review notification methods, online opportunities to submit input, and consider when providing translation services, transportation or childcare may be warranted. • Participate in racial equity training. Opportunities for collaboration If in -person commissioner training occurs in 2021, include other bodies like the environment and sustainability commission. Strategic Priorities: How is the commission’s work supporting the strategic priorities? Much of planning commission’s work deals with development and the built environment. The commission primarily promotes strategic priority #3: St. Louis Park is committed to providing a broad range of housing and neighborhood-oriented development. Through review of development projects and new city policies, our work also supports strategic priorities #1: St. Louis Park is committed to being a leader in racial equity and inclusion in order to create a more just and inclusive community for all; and #5: St. Louis Park is committed to creating opportunities to build social capital through community engagement. 136 Applications Reviewed in 20 20 2009 2010 2011 2012 2013 2014 2015 2016 2017 2018 2019 2020 2 1 1 1 7 1 1 2 2 3 5 8 1 6 7 6 7 9 7 15 3 5 4 4 4 2 10 1 5 8 6 5 3 2 2 1 1 4 2 2 1 2 1 1 6 3 6 5 1 6 4 3 1 2 4 2 3 3 3 1 2 2 11 1 2 4 2 6 3 6 5 6 2 6 9 5 Comprehensive Plan Amendments Conditional Use Permits Planned Unit Developments Rezoning Subdivisions/Plats Variances Zoning Code Amendments 137 Updated December 2020 138 Proposed developments Beltline Boulevard Station Site Location: 4601 and 4725 Hwy. 7 and 3130 Monterey Ave. S. Description: St. Louis Park Economic Development Authority (EDA) continues to work with Sherman Development Associates LLC to pursue development of a mixed-use, transit -oriented development at the Green Line Extension / Southwest Light Rail Transit (SWLRT) Beltline Boulevard Station site. Developer : Sherman Development Associates LLC Texa-Tonka Apartments Location: 7916 Minnetonka Blvd. and 2939-2901 Texas Ave. Description: Paster Properties submitted land use applications for a proposed redevelopment, Texa-Tonka Apartments, on the northeast corner of Texas Avenue and Minnetonka Boulevard. The proposal includes a 101-unit, four to five-story multifamily building on the corner of Texas Avenue and Minnetonka Boulevard, and an 11-unit, two-story town home building on the northern half of the site. The apartment building includes amenity spaces, underground parking and enclosed parking at the first floor and surface parking on-site with other site amenities. Both buildings provide walk up units for future residents. The development also helps connect the neighborhood to the Texa- Tonka shopping center and surrounding amenities like Rainbow Park and Cedar Lake Trail with a public trail connection through the site. The development will include 20 percent of the units as affordable at 50 percent area median income. Planning commission will hold a public hearing and make recommendations on the applications in January 2021. Developer : Paster Properties SLP Living (formerl y Platia Place) Location: 9808 & 9920 Wayzata Blvd. Description: This project, now called SLP Living (previously Platia Place), includes a seven-story, 233-unit apartment building. Twenty percent of units will be affordable at 50 percent area median income (AMI). The project will comply with the city's inclusionary housing and green building policies. The building includes a level of structured parking, a second story amenity deck and an indoor/outdoor rooftop lounge. Planning commission will hold a public hearing and make recommendations on the applications in January 2021. Developer : Mortenson Development 139 Approved developments Parkway Residences Location: West 31 st Street between Inglewood Ave. & Glenhurst Ave. Description Sela Investments received approvals for Parkway Residences, located along West 31st Street near Glenhurst Avenue South. The development includes four new multifamily buildings with 223 units, as well as the rehabilitation of three existing apartment buildings that contain 24 units, creating a total of 247 residential units. The development will include the removal of 12 existing buildings Construction began on Parkway Place in 2020, which is expected to be open fall 2021. Construction for Parkway Flats is anticipated to begin in spring 2021. Developer : Sela Investments The Quentin Location: 4900 Cedar Lake Road, 4905 Old Cedar Lake Road, and 5005 Old Cedar Lake Road Description: The Quentin is a 5 story, 79 -unit apartment building that includes two levels of structured parking. The site will feature a new pedestrian trail connection from Cedar Lake Road along Quentin and a bicycle hub for residents. The site is served by multiple bus lines and is situated on the Cedar Lake Trail. The project features several sustainability features including a green roof on the east side of the parking pedestal; landscaping with no-mow, native plants, and drought/salt-tolerant landscaping; electric vehicle charging stations for residents and guests; and a solar array on the roof to offset common area electricity. Construction began summer 2020 and will be complete summer 2021. Developer : Patrick Crowe, Crowe Companies LLC Union Park Flats Location: 3700 Alabama Avenue Description: Project for Pride in Living (PPL) has approval to construct a three story, 60-unit affordable apartment building on a portion of 3700 Alabama Avenue, the site currently owned and operated by Union Congregational Church. The site is three blocks from the Wooddale Light Rail Transit Station, which is currently under construction and will be completed in 2023. Union Church will sell a portion of their property to an affiliate of PPL; PPL will own and manage this new housing for the long term. The church will use the 140 proceeds from the land sale to renovate the existing sanctuary and narthex to preserve the 1940s church building while making it more welcoming and accommodating. Construction is anticipated to begin fall 2022. Developer : Project for Pride in Living Xchange Medical Office Location: 3700 Alabama Avenue Description: The Davis Group received approvals to construct a 77,500-square-foot medical office building near 6009 Wayzata Blvd. The development includes one level of underground parking with 51 parking spaces and three levels of medical office space above. The building is oriented towards Wayzata Boulevard to the north with the building's main entrance and a 253-space surface parking lot on the south side of the building. Construction began fall 2020. Developer : The Davis Group Luxe Residential Location: 5235 Wayzata Blvd. Description: DLC Residential has received city approval for a planned unit development (PUD) for a new six-story apartment building in the West End, at the current Olive Garden site. The project will include 207 units ranging in size from studio to three-bedrooms and two levels of underground parking. The site will also include a new pocket park along 16th Street and pedestrian improvements connecting the apartment to the rest of the West End. Construction anticipated to begin spring 2021. Developer : Robinson Zamorano, Luxe Residential Via Location: SE quadrant of Hwy 7 and Wooddale Ave Description: PLACE, a non -profit developer, is constructing a mixed- use, mixed-income transit-oriented redevelopment at the southeast quadrant of Highway 7 & Wooddale Ave called Via . The plans include 2 17 apartment units, a bike shop, a makers’ space, e - generation and greenhouse and approximately 1-acre urban forest. The proposed development incorporates a mix of renewable energy sources, including an anaerobic digester, a wind turbine and solar 141 panels, which will provide 90% of the heat and power for the development. The entire development is designed to achieve LEED certification. Demolition of the former McGarvey building was complete in November 2017. Construction began in 2020 and will be complete in summer 2021. Developer : PLACE The Elmwood Location: 5605 W 36th St Description: 36th Street LLC, the owner of the 36th Street Business Center/American Legion at 5606 W. 36th Street, has approved plans for a 5 story, 70-unit mixed-use development called The Elmwood. The building will be marketed toward residents aged 55+ who lead active lifestyles. The development will be located on a 1-acre parcel at the southeast corner of Xenwood Avenue and 36th Street West. The Elmwood consists of market rate and affordable apartments, and approximately 4,400 square feet of leasable office/commercial space. The development includes on-street, surface, and underground parking and 1/4 acre of outdoor amenity space. The building is expected to open February 2021. Developer : 36th Street LLC 10 West End Location: 1601 Utica Avenue S Description: The Excelsior Group and Ryan Companies have approved plans for an 11-story, 335,710 square feet Class A office building within The West End area. The building is Phase IV of the Central Park West and will include the building and one half of a planned parking structure, providing 1,200 stalls. Key features include approximately 5,000 square feet of shared outdoor amenity space, 3,500 square feet of covered retail at ground level, a fitness facility, public locker rooms, and an indoor bike room that can be accessed from the linear civic space. The design of the building incorporates mostly Class I materials and provides a modern take on the durability of a brick warehouse building. Construction will be complete February 2021. Developer : The Excelsior Group and Ryan Companies 142 Arlington Row East and West Location: Intersection of Wayzata Boulevard and Texas Avenue Description: Melrose Company received approval to develop two properties near the 7700 block of Wayzata Boulevard and Texas Avenue. The west parcel will be developed into two three-story apartment buildings with 34 units and off-street parking covered by a solar power carport. The east parcel will be developed into a three- story apartment building with 27 units and surface parking to the north. Developer : Melrose Company Completed projects Bridgewater Bank Location: 4424 and 4400 Excelsior Blvd. & 3743 Monterey Drive Description: Bridgewater Bank has approvals to construct a four- story, 84,000-square-foot office building with a 7,000-square-foot bank branch, 7,000 square feet of retail and service space and three levels of structured parking. The first floor includes Bridgewater Bank's customer branch and retail space. The second, third and fourth floors include the bank's executive offices and opportunities for co -working entrepreneurial space. There is a plaza at the corner of Excelsior Boulevard and Monterey Drive with outdoor seating, space for public art and landscaping. Construction of the building finished in summer 2020 and interior buildouts continued in fall 2020 for building tenants, including a new restaurant. Westwood Hills Nature Center Location: 8300 W. Franklin Ave. Description: In the late 1950s, the city had the foresight to acquire 160 acres of open space that is now the much-treasured Westwood Hills Nature Center, located south of I-394 and east of Highway 169 just minutes from downtown. The center allows visitors of all ages and backgrounds to learn about and connect with nature through a variety of programming. However, the aging interpretive center no longer meets the needs of visitors. Programming, staff operations and public needs have outgrown its small spaces, and it’s difficult for more than one programming activity to take place at any one time. The remote location of the interpretive center – removed from the parking lot 143 and at the top an uphill walk – presents challenges to visitors with disabilities, parents with small children and others. Providing more space and making the center accessible to the parking lot will allow a wider audience to enjoy the nature center for a variety of activities from passive to active. The existence of the nature center, as well as construction of a new interpretive center, allows the city to showcase its leadership in environmental stewardship. The proposed project will connect people to nature through the site and building design, while also exhibiting innovative energy-saving measures in the city’s first net- zero energy building! Th is amenity provide s a teaching tool for residents as well as providing long-term maintenance savings to the city. The new interpretive center opened for visitors in summer 2020. Urban Park Apartments Location: 3601 Phillips Pkwy. Description: The city council approved an application for construction of a second apartment building at Urban Park Apartments. The new building has 61 market rate apartments, two community rooms and a fitness center. The site also include s a pool and improved outdoor amenity space as part of the project. Construction started in spring 2019 and residents began moving into the new building in the fall of 2020. Developer : North Shore Development Partners Elan West End Location: Utica Avenue S Description: Elan West End is phase II of Central Park West End. Plans were approved for the construction of a six-story apartment building with 164 residential units. The building is adjacent to Central Park West and the AC Hotel by Marriott. The development includes five affordable units at 60 percent area median income (AMI). Developer : Greystar Real Estate Partners 144 Zoning code amendments Mixed -Use 2 District (MX-2: Neighborhood Mixed-Use) The Historic Walker Lake commercial district in St. Louis Park is in the middle of a renaissance with both private and public reinvestment occurring. The city adopted the Historic Walker Lake Revitalization Plan in January 2020. One of the plan’s key recommendations is to create a new zoning district specif ic to the HWL area with a supplemental design guideline document. Based on this revitalization plan, staff and the planning commission drafted changes to the zoning ordinance including a new zoning district, Mixed -Use 2 District (MX -2, neighborhood mixed-use ), that addresses building form and uses, and a separate design guideline document to provide guidance on the desired character and appearance of future infill development and reinvestment within the Historic Walker Lake district. The planning commission held a public hearing on October 21, 2020 and recommended approval of several amendments to the 2040 Comprehensive Plan, the future land use map, the zoning code and the zoning map to implement the changes recommended in the Historic Walker Lake Revitalization plan. Accessory dwelling units An accessory dwelling unit (ADU) is a self -contained residential unit with its own living room, kitchen, and bathroom. ADUs are permanent installations that are legally part of a larger property that includes a standard single -family house . This housing is designed to be flexible and can generate rental income for the homeowners. ADUs have the potential to meet some of St. Louis Park’s housing goals in the 2040 Comprehensive Plan update, as well as help fulfill the following city council strategic priority: St. Louis Park is committed to providing a broad range of housing and neighborhood-oriented development. Beginning in 2019, p lanning commissioners discussed policy questions and potential zoning ordinance changes around ADUs. Topics included the size and number of ADUs allowed per lot, the type of ADU allowed, setbacks, building height, parking, design components, the type of approval that would be required, and other issues. Staff and commissioners further refined the proposed ADU ordinance in three study sessions in 2020, and the planning commission recommended adoption of the ADU ordinance on September 16, 2020. Home occupations Narrowly focused changes to the home occupation regulations were adopted on July 17, 2019. During that effort, planning commission discussed additional policy issues that were beyond the initial limite d scope. Planning commission and city council supported the more limited ordinance and wanted to explore further changes in 2020. 145 In November 2020 staff and planning commission discussed a number of changes to regulations around home occupations. These changes include removing barbers/hairdressers from the prohibited uses list; allowing one outside employee to work at the property; allowing home occupations to be conducted in accessory buildings and to occupy more than 10% of the home. In addition, staff proposed moving the home occupation regulations from each of the residential zoning districts to a new subsection in the general residential district regulations section of the zoning ordinance. The proposed zoning amendment will be submitted to the council as a study session written report on January 11, 2021. If the council does not wish to discuss it at a future study session meeting, then staff will begin the formal process to adapt changes begins in 2021. Architectural design Section 36-366 of the city code regulates architectural design of buildings in St. Louis Park. The purpose of the architectural design standards is to serve the public interest by promoting a high standard of development in the city. The planning commission work plan includes a review and modification of the list of exterior materials approved for use in the St. Louis Park. The commission recommended approval of an ordinance amendment to include additional materials as class 1 and provide clarification on other materials on September 16, 2020. Painted signs Section 36-362 of the city code regulates signs in St. Louis Park. The purpose of the sign code is to establish standards for the size, placement and maintenance of signs. The sign regulations are intended to permit a safe, efficient, effective and aesthetic means of communication using signs which recognizes the need to maintain an attractive and appealing appearance of property and community. Previously this section of the code prohibited signs from being directly painted onto a building. Per city council’s direction, staff prepared a zoning code amendment to allow signs to be painted directly to buildings and added provisions requiring the signs be maintained in good repair and removed entirely when the sign is no longer used. Planning commission recommended approval of the amendment on September 16, 2020. Single-family building scale related to affordable housing In 2018, a reques t was submitted by city council members to review the housing regulations to prevent lower-value homes from being torn down or added on to for the construction of higher- value homes. Based on this request, staff researched the history of the low-density residential zoning requirements, and evaluated the scale of housing relative to lot sizes (i.e. ground floor area ratio and floor area ratio). On November 4, 2020 staff presented a report of these findings to planning commission. 146 Staff will be presenting the report findings to city council in early 2021, and this item may return to the commission for additional discussion before a formal process to adapt changes begins in 2021. Miscellaneous amendments Periodically staff proposes an ordinance to amend various sections of the zoning code for the purpose of making changes that are consistent with current policy, correcting errors and making clarifications. Staff presented these items to the planning commission in study sessions on November 4 and November 18, 2020, and planning commission recommended approval of all amendments on December 2, 2020. 147 Appendix A: Full List of 2020 Applications Zoning code amendment – accessory dwelling units Applicant: City of St. Louis Park Case No.: 19-15-ZA Comprehensive plan amendment, preliminary and final plat, planned unit development – Cedar Place (The Quentin) Applicant: Crowe Companies LLC Case No.: 19-36-CP, 19-37-PUD, 19-38-S Preliminary and final plat, variance – Cedarwood Dachis Addition Applicant: Toni Dachis Case No.: 19-39-S, 19-40-VAR Comprehensive plan amendment, preliminary and final plat, planned unit development – Union Park Flats Applicant: Project for Pride in Living Case No.: 20-03-CP, 20-04-S, 20-05-PUD Conditional use permit – Bremer Bank Applicant: Frauenshuh, Inc. Case No.: 20-07-CUP Preliminary and final plat, conditional use permit, variance – Xchange Medical Office Applicant: The Davis Group Case No.: 20-09-S, 20-10-VAR, 20-11-CUP Conditional Use Permit – 2400 Edgewood Avenue South Applicant: City of St. Louis Park Case No.: 20-13-CUP Zoning code amendment – architectural design Applicant: City of St. Louis Park Case No.: 20-17-ZA Zoning code amendment – painted signs Applicant: City of St. Louis Park Case No.: 20-18-ZA Comprehensive plan amendment, zoning code amendment – Historic Walker Lake Applicant: City of St. Louis park Case No.: 20-19-CP, 20-20-ZA 148 Special permit amendment – Nordic Ware Applicant: Dalquist Properties LLC Case No.: 20-23-SP Conditional use permit – Pennsylvania Park Apartments Applicant: Waypoint Development LLC Case No.: 20-24-CUP Zoning code amendment – miscellaneous zoning amendments Applicant: City of St. Louis Park Case No.: 20-29-ZA Study Session Reports and Discussions • Historic Walker Lake zoning district • Accessory dwelling units • Home occupations zoning ordinance • Racial equity and inclusion (joint session with Environment & Sustainability Commission) • Wooddale Avenue light rail transit station area planning • 2020 work plan revisited • Architectural design zoning code text amendment • Painted signs zoning code text amendment • Single -family building scale related to affordable housing • Miscellaneous zoning amendments 149 Appendix B: 2021 Work Plan Time Frame Initiative Strategic Priorities Purpose (see last page for definitions) Ongoing Identify strategies to broaden participation and reduce barriers to public participation. Review notification methods, online opportunities to submit input and consider when providing translation services, transportation or child care may be warranted. ☐New Initiative ☒Continued Initiative ☒ Ongoing Responsibility ☒ 1 ☐ 2 ☐ 3 ☐ 4 ☒ 5 ☐N/A ☐ Commission Initiated Project ☐ Council Initiated Project ☐ Report Findings (council requested) ☒ Formal Recommendation (council requested) Ongoing Review development applications ; hold study sessions and hearings in order to make informed recommendations to city council. ☐New Initiative ☒Continued Initiative ☒ Ongoing Responsibility ☐ 1 ☐ 2 ☒ 3 ☐ 4 ☒ 5 ☐N/A ☐ Commission Initiated Project ☐ Council Initiated Project ☐ Report Findings (council requested) ☒ Formal Recommendation (council requested) Q1-Q2 Single family building scale ☐New Initiative ☒Continued Initiative ☐ Ongoing Responsibility ☐ 1 ☐ 2 ☒ 3 ☐ 4 ☐ 5 ☐N/A ☐ Commission Initiated Project ☒ Council Initiated Project ☐ Report Findings (council requested) ☒ Formal Recommendation (council requested) Q1 Home occupation zoning requirements and work toward formal adoption ☐New Initiative ☒Continued Initiative ☐ Ongoing Responsibility ☐ 1 ☐ 2 ☒ 3 ☐ 4 ☐ 5 ☐N/A ☐ Commission Initiated Project ☒ Council Initiated Project ☐ Report Findings (council requested) ☒ Formal Recommendation (council requested) Q2-Q4 Transit Oriented Development District ☐New Initiative ☒Continued Initiative ☐ Ongoing Responsibility ☐ 1 ☒ 2 ☒ 3 ☒ 4 ☐ 5 ☐N/A ☒ Commission Initiated Project ☐ Council Initiated Project ☐ Report Findings (council requested) ☒ Formal Recommendation (council requested) 150 Q2-Q3 Allow for two -family dwelling units (twin homes and duplexes) on appropriately sized lots in low density residential areas. ☒New Initiative ☐Continued Initiative ☐ Ongoing Responsibility ☐ 1 ☐ 2 ☒ 3 ☐ 4 ☐ 5 ☐N/A ☐ Commission Initiated Project ☒ Council Initiated Project ☐ Report Findings (council requested) ☒ Formal Recommendation (council requested) Q2 Revisions to parking requirements in zoning code ☒New Initiative ☐Continued Initiative ☐ Ongoing Responsibility ☐ 1 ☐ 2 ☒ 3 ☒ 4 ☐ 5 ☐N/A ☐ Commission Initiated Project ☐ Council Initiated Project ☐ Report Findings (council requested) ☐ Formal Recommendation (council requested) Q3-Q4 Identify needed updates to station area plans and next implementation steps ☒New Initiative ☐Continued Initiative ☐ Ongoing Responsibility ☐ 1 ☐ 2 ☒ 3 ☐ 4 ☐ 5 ☐N/A ☐ Commission Initiated Project ☐ Council Initiated Project ☐ Report Findings (council requested) ☐ Formal Recommendation (council requested) Q3-Q4 Food security and a ccess study ☐New Initiative ☒Continued Initiative ☐ Ongoing Responsibility ☒ 1 ☐ 2 ☒ 3 ☐ 4 ☐ 5 ☐N/A ☐ Commission Initiated Project ☒ Council Initiated Project ☒ Report Findings (council requested) ☐ Formal Recommendation (council requested) Q3-Q4 Hold planning commission meetings at off-site locations to foster community relationships (high school, HACER, etc.). ☒New Initiative ☐Continued Initiative ☒ Ongoing Responsibility ☐ 1 ☐ 2 ☐ 3 ☐ 4 ☒ 5 ☐N/A ☒ Commission Initiated Project ☐ Council Initiated Project ☐ Report Findings (council requested) ☐ Formal Recommendation (council requested) Q3-Q4 Racial equity training. Possibly joint training with other boards and commissions like ESC and police advisory commission. ☒New Initiative ☐Continued Initiative ☐ Ongoing Responsibility ☒ 1 ☐ 2 ☐ 3 ☐ 4 ☐ 5 ☐N/A ☐ Commission Initiated Project ☐ Council Initiated Project ☐ Report Findings (council requested) ☒ Formal Recommendation (council requested) Q4 Transitional industrial zoning district and work toward formal adoption ☒New Initiative ☐Continued Initiative ☐ Ongoing Responsibility ☐ 1 ☐ 2 ☒ 3 ☐ 4 ☐ 5 ☐N/A ☒ Commission Initiated Project ☐ Council Initiated Project ☐ Report Findings (council requested) ☒ Formal Recommendation (council requested) 151 Parking Lot Items that are being considered by the board/commission but not proposed in the annual work plan. Council approval is needed if the board/commission decides they would like to move forward with an initiative. City of St. Louis Park Strategic Priorities 1. St. Louis Park is committed to being a leader in racial equity and inclusion in order to create a more just and inclusive community for all. 2. St. Louis Park is committed to continue to lead in environmental stewa rdship. 3. St. Louis Park is committed to providing a broad range of housing and neighborhood oriented development. 4. St. Louis Park is committed to providing a variety of options for people to make their way around the city comfortably, safely and reliably. 5. St . Louis Park is committed to creating opportunities to build social capital through community engagement OR Other Initiative Comments: Water conservation and water recycling Explore ways to encourage reduced water use, capture and reuse of storm water, and protect ground water resources. Housing analysis Explore setting policy targets for different housing types in the city based on present inventory and unmet demand, and for the ratio of owne d vs. rental housing units. 152 Purpose: definitions Work plans may be modified, to add or delete items, in one of three ways: • Work plans can be modified by mutual agreement during a joint work session. • If immediate approval is important, the board or commission can work with their staff liaison to present a modified work plan for city council approval at a c ouncil meeting. • The city council can direct a change to the work plan at their discretion. •Project initiated by the board or commission Commission Initiated Project •Project tasked to a board or commission by the city council Council Initiated Project •Initiated by the city council •Board and commission will study a specific issue or topic and report its findings or comments to the city council in writing •No direct action is taken by the board/commission Report Findings •Initiated by the city council •Board and commission will study a specific issue or topic and makes a formal recommendation to the city council on what action to take •A recommendation requires a majoirty of the commissioners' support Formal Recommandation 153 154