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2016/07/20 - ADMIN - Agenda Packets - Planning Commission - Regular
AGENDA PLANNING COMMISSION COUNCIL CHAMBERS 6:00 P.M. JULY 20, 2016 1. Call to order – Roll Call 2. Approval of Minutes of June 15, 2016 3. Hearings A. Parkway 25 Preliminary and Final PUD; Preliminary and Final Plat Location: 4001 and 4025 State Highway 7 Applicant: Sela Group, LLC Case No: 16-13-S and 16-14-PUD B. 10 West Preliminary and Final PUD; Preliminary and Final Plat Location: 1601 Utica Ave. S. Applicant: The Excelsior Group and Ryan Companies Case No: 16-25-S and 16-26-PUD C. Meadowbrook Manor Clubhouse – Conditional Use Permit Location: 6922-6932 Meadowbrook Blvd. Applicant: Meadowbrook Manor Apts. Case No: 16-24-CUP D. Zoning Ordinance Amendment pertaining to Fences, Sheds and Signs Applicant: City of St. Louis Park Case No: 16-28-ZA E. Temporary Health Care Dwellings – Zoning Ordinance Amendment Applicant: City of St. Louis Park Case No: 16-27-ZA 4. Other Business 5. Communications 6. Adjournment If you cannot attend the meeting, please call the Community Development Office, 952/924-2575. Auxiliary aids for individuals with disabilities are available upon request. To make arrangements, please call 952/924-2575 at least 96 hours in advance of meeting. UNOFFICIAL MINUTES PLANNING COMMISSION ST. LOUIS PARK, MINNESOTA JUNE 15, 2016 – 6:00 p.m. COUNCIL CHAMBERS MEMBERS PRESENT: Lynne Carper, Claudia Johnston-Madison, Torrey Kanne, Richard Person, Joe Tatalovich, Ethan Rickert (youth member) MEMBERS ABSENT: Lisa Peilen, Carl Robertson STAFF PRESENT: Sean Walther, Gary Morrison, Jennifer Monson, Nicole Mardell, Phil Elkin 1. Call to Order – Roll Call 2. Approval of Minutes of May 18, 2016 Commissioner Carper made a motion approving the minutes of May 18, 2016. Richard Person seconded the motion, and the motion passed on a vote of 5-0. 3. Public Hearings A. Perspectives – Conditional Use Permit Location: 3381 Gorham Ave. and 7008 Walker St. Applicant: Perspectives, Inc. Case No.: 16-21-CUP Gary Morrison, Assistant Zoning Administrator, presented the staff report. He explained that the applicant is requesting the conditional use permit to locate 39 required parking spaces to a parking lot located at 7008 Walker Street. He reviewed conditions required for off-site parking and noted that all conditions can be met. Commissioner Carper commented that there is no continuation of sidewalk up to Walker St. Mr. Morrison said Perspectives will construct a public sidewalk from the NE corner up to the sidewalk that leads to their front door. The city is also asking the applicant to construct a sidewalk on the west side of Gorham Ave. This is separate from the conditional use permit but tied to the redevelopment of the parking lot. Commissioner Carper asked about the crosswalk across Gorham. He asked why a private party would establish a crosswalk when it is implicit there is a crosswalk between any corners of a street. He asked why, if necessary, this wouldn’t be a city responsibility. Unofficial Minutes Planning Commission June 15, 2016 Page 2 Mr. Morrison responded that this was reviewed with the Engineering Dept. He said it is correct that it is implied that there is a crosswalk even though it isn’t striped. There have been a few circumstances where a route of travel is unique and specific to a business and the city has asked the business to install and maintain the crosswalk. Commissioner Carper asked what maintenance of crosswalk entails. Mr. Morrison stated that it has to be installed and maintained to city standards. It will need to be repainted every 2-3 years depending on the wear and tear on the street. Commissioner Tatalovich asked if there is anything between the parking lot and the building to prevent jay walking. Mr. Morrison said the sidewalk is extended to the parking lot to direct people from the lot to the path. He spoke about a natural grade change at the north end of Gorham which will discourage cutting across. There is also some vegetation at the north end of Gorham to discourage cutting across. Cheryl Cochrane, CFO of Perspectives, said they are very excited to have additional parking adjacent to their building. They have evening programming and cars are parked pretty far down Gorham Ave. The parking lot will provide a safe spot for participants, especially in the winter. The Chair opened the public hearing. As no one was present wishing to speak she closed the public hearing. Commissioner Carper made a motion recommending approval of the conditional use permit. Commissioner Tatalovich seconded the motion, and the motion passed on a vote of 5-0. B. Zoning Ordinance Amendment – Floodplain Districts Applicant: City of St. Louis Park Case No.: 16-23-ZA Jennifer Monson, Planner, presented the staff report. She explained the amendment’s purpose is to allow compensatory storage to be provided using accepted engineering practices to achieve the goal of eliminating any increase in flood stage as a result of a project. If amended it will apply to all properties located within Floodplain Districts and will provide more flexibility regarding where compensating flood storage is provided. Unofficial Minutes Planning Commission June 15, 2016 Page 3 Ms. Monson discussed floodplains and flooding events. She discussed the responsible regulatory bodies involved in regulating floodplains. She discussed compensating storage and the proposed ordinance. Commissioner Person asked if the reason to amend the ordinance was to provide additional developable land in the city. Ms. Monson replied that the reason is this rule has presented an undue burden on properties when it is not required by federal or state regulations. It will also keep the floodplain district in the existing footprint of the floodplain. She said it does allow more developable land as well. Commissioner Person asked how often floodplain boundary districts change and how that occurs. Phil Elkin, Senior Engineer, said changes occur about every 20 years due to mapping and rain fall data. He said the map is built on a predictable model. Sean Walther, Planning and Zoning Supervisor, said the amendment is not altering the modeled floodplain district. FEMA is the agency that carries out map changes through its modeling. The proposed amendment is handling the issue of a project’s compensating flood storage volume. The amendment would provide more flexibility where storage could occur. Commissioner Kanne asked why the original language was in the zoning ordinance. Ms. Monson said perhaps it was added to be more conservative and go above and beyond the DNR’s model ordinance and watershed ordinance. Mr. Walther said staff researched the topic and there was no mention specifically why the language was included so staff can only speculate. Commissioner Tatalovich asked if staff explored the language that gave a preference to having storage outside of the floodplain. Mr. Elkin said for a number of future municipal projects, including future bridge replacement projects over Minnehaha Creek, the language would cause the city to buy private land for flood storage. Other projects include Methodist Hospital and Meadowbrook Golf Course where there is potential for increased disruption by going outside the floodplain for storage. Mr. Walther said it also seemed counter intuitive to convert upland that doesn’t flood into floodplain. He said this and several pending projects drove the decision to amend the ordinance. Unofficial Minutes Planning Commission June 15, 2016 Page 4 The Chair opened the public hearing. As no one was present wishing to speak she closed the public hearing. Commissioner Tatalovich made a motion recommending approval of the proposed amendment. Commissioner Person seconded the motion, and the motion passed on a vote of 5-0. 4. Other Business Commissioner Carper mentioned conversation on the NextDoor internet forum regarding the absence of dedicated bike lanes in the West End project. Mr. Walther spoke about the city’s Active Living Sidewalk and Trails Plan which was rolled into the Comprehensive Plan and the Connect the Park! plan to build out citywide network over the next 10 years. The city is currently in year three of the plan. 5. Communications Mr. Walther said the July 6 Planning Commission meeting will be cancelled. A meeting will be held on July 20 and several applications are expected for that meeting. 6. Adjournment The meeting was adjourned at 6:35 p.m. STUDY SESSION The study session began at 6:40 p.m. 1. 10 West End Planned Unit Development Nicole Mardell, Associate Planner, introduced the item. Staff and representatives from Ryan Companies provided an overview of the office concept plan for Phase IV of the overall Central Park West Planned Unit Development. They will be submitting formal application to the city on June 20. Tony Barranco, VP Development, Ryan Companies, spoke about the building identity, image and design. The site plan has been advanced from concept to reality. He spoke about the partnership with Excelsior Group. Feedback on the plans from the market has been good. They have been meeting with DLC, Golden Valley and St. Louis Park staff. A joint neighborhood meeting was held Unofficial Minutes Planning Commission June 15, 2016 Page 5 as well as a City Council study session. The office component will be developed in a two phase project. First phase to be built on the south side of Central Park West with the parking structure primarily in Golden Valley. The office building will be located exclusively in St. Louis Park. He showed access points. He discussed a shift in the parking ramp plan which took a hard edge off of the park. He described how the loading dock will be less intrusive than what was originally planned. Mr. Barranco said the 11 story office building will be LEED certified with focus on water usage, project irrigation and native plantings. Karl Drecktrah, architect, spoke about architectural details and materials. Commissioner Kanne asked how many people might occupy the building. About 1500 – 1700 people in the first phase and 3000 in both buildings. Typically a multi-tenant building has an anchor tenant and a wide range of smaller tenant sizes. Commissioner Carper asked about reflective glass. Mr. Krecktrah responded the glass will balance exterior energy performance with high visible light transmittance with a small amount of reflective. The material has a very low U factor with a lot of visible light. There was a discussion about lighting, bike improvements, trail connections, the park, and special events. Commissioners said they were appreciative of the opportunity to meet with the developers and view concept plans prior to the public hearing. 2. Updates Ms. Monson discussed the proposed Meadowbrook Manor Apts. club house and maintenance shed. The application has been submitted but is incomplete. There was a discussion about how the renovation will affect affordability for existing tenants, and the reason why the applicant is required to obtain a conditional use permit. Ms. Monson discussed the DNR’s new model flood plain ordinance to be considered by the city in the next few months. Mr. Walther stated that the city needs to adopt an update to the floodplain ordinance by early November, otherwise the city will not be able to participate in the flood insurance program. Unofficial Minutes Planning Commission June 15, 2016 Page 6 Ms. Mardell spoke about the application for Parkway 25 development for 111 rental units and 8000 sq. ft. of commercial space at the Vescio’s and Valu Inn site. The meeting was adjourned at 7:45. Respectfully submitted, Nancy Sells Recording Secretary Planning Commission Meeting Date: July 20, 2016 Agenda Item: 3A 3A. Parkway 25 Preliminary and Final PUD; Preliminary and Final Plat Location: 4001 & 4025 Highway 7 Case Nos.: 16-13-S, 16-14-PUD, 16-18-VAC Applicant: Paz Sela, Sela Roofing and Remodeling Recommended Action: Motion to recommend approval of the Preliminary and Final Planned Unit Development and Preliminary and Final Plat subject to the conditions recommended by Staff. REQUEST: Sela Group has submitted an application for a Preliminary and Final Planned Unit Development, Preliminary and Final Plat, and drainage and utility easement vacations for redevelopment of the former Vescio’s restaurant (4001 Highway 7) and ValuStay Inn site (4025 Highway 7). Sela proposes to demolish the existing buildings, combine the properties, and develop a 5-story, mixed-use building with 111 residential units, approximately 8,500 square feet of commercial space, and parking located in two surface lots and in an underground parking ramp. SITE INFORMATION: Site Area: 1.574 acres Current Zoning: C2-General Commercial Proposed Zoning: PUD-Planned Unit Development Comprehensive Plan: Commercial Current Use: Vacant Restaurant Space and Hotel Meeting of July 20th, 2016 Page 2 Subject: Parkway 25 Surrounding Land Uses: North: County State Aid Highway 25 (CSAH 25) East: Glenhurst Avenue, 5-Story Mixed Use Building (Under Construction) South: 3-Story Multi-Family Residential, Single Family Home, City of St. Louis Park Lift Station West: Retail Strip Mall BACKGROUND: Parkway 25 is the redevelopment of the former Vescio’s restaurant and ValuStay Inn located at the southwest corner of CSAH 25 and Glenhurst Avenue. The former Vescio’s restaurant and ValuStay Inn are deteriorating buildings. The applicant is proposing to combine the two properties into a 1.574 acre site to develop a mixed use building. The east wing of the building contains 3,500 gross square feet of commercial space planned to be a restaurant with outdoor patio seating. The west wing of the building contains 5,000 gross square feet of commercial space planned to be a fitness facility. In between the two commercial spaces are resident amenities and access to an open lobby. Ground floor residential units are located behind the commercial space with direct entrances to maintain an active “front door” presence. The development promotes biking through a large indoor bike storage area in the underground ramp and access to a bike repair station. The development includes a fenced outdoor dog run and dog washing station for pet owners. PRELIMINARY AND FINAL PLAT ANALYSIS: Sela Group is seeking approval to combine the properties located at 4001 and 4025 Highway 7 in order to develop the proposed 5-story, 111 unit mixed use building and parking areas. The plat will be named Parkway 25 Addition. Lots: Lot 1, Block 1 Parkway 25 Addition will have a lot area of 1.574 acres. This lot will be the location of the proposed Parkway 25 building. The proposed density for this site is 66.7 units/acre. Utility Easements: Existing drainage and utility easements along the perimeters of the existing lots are proposed to be vacated as part of the Parkway 25 application. The applicant will retain any easements required by the city engineering department. The City Council will hold a public hearing on this portion of the application. PUD ANALYSIS: Description The developer requests approval of a preliminary and final Planned Unit Development (PUD). A PUD is a rezoning and zoning text amendment that establishes the regulations for a specific property. Uses The proposed uses on site are 111 residential units, 3,500 gross square feet of restaurant space, and 5,000 gross square feet of fitness/yoga facility. Meeting of July 20th, 2016 Page 3 Subject: Parkway 25 Comprehensive Plan: The Comprehensive Plan designates the site for commercial use. This category would allow for multifamily uses, provided commercial uses are also included. The proposed PUD would create a new zoning district and zoning regulations for uses and dimensional standards that are unique to this site and the proposed site and building plans. Staff finds that this site is suitable for the proposed mixed use development and meets many of the objectives of the Comprehensive Plan. The site provides a mixture of market rate apartments while also providing ground floor commercial space promoting an active street frontage. The development provides ample bike parking and is situated near the Cedar Lake Trail, Route 17 bus line, and is in between the future West Lake and Beltline Southwest LRT stations. The outdoor amenity areas provide outdoor recreation space for residents. Building and Site Design Analysis: Parkway 25 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. This is a condition of approval. The architect is working with Xcel Energy, Centerpoint Energy, and the City of St. Louis Park to comply. (4) The use of green roofs or white roofs and on-site renewable energy is encouraged. Staff is working with the applicant on the addition of a white roof. 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. Meeting of July 20th, 2016 Page 4 Subject: Parkway 25 Zoning Compliance Table: Factor Required Proposed Met? Use Commercial Mixed Use-Commercial and Residential Yes Lot Area 2.0 acres, or less with City Council approval 1.574 acres Yes Height None with PUD 67 feet Yes Building Materials Minimum of 60% Class I materials 69.2% Class I 30.8% Class II Yes Density 50 units/acre, or more with PUD 66.7 units/acre Yes Floor Area Ratio None with PUD 2.09 Yes Ground Floor Area Ratio N/A 0.2 Yes Off-Street Parking Residential: 154 spaces 1 space/bedroom Commercial: 75 spaces 1 space/60 square feet for restaurant (58 spaces) 1 space/200 square feet for fitness (25 spaces) -10% parking reduction (-8 spaces) Total: 229 spaces 158 underground spaces 56 off-street surface spaces 16 On-street spaces Total: 229 parking spaces Yes Bicycle Parking 10% of required vehicle parking (23 spaces) 131 interior bike spaces in underground ramp 14 exterior bike spaces Total: 145 bike spaces Yes Open Area/DORA No specific percentage with PUD 12,187 square feet, 17.7% Yes Landscaping See Landscaping section Yes Setbacks None with PUD Front (North): 0’ Side (East): 14’ Rear (South): varies, 17’- 70’ Side (West): varies 47’- 73’ Yes Mechanical Equipment Full screening required Rooftop equipment screened by parapet so as not visible from off-site. Yes Sidewalks Required along all streets and building frontages Provided along all streets and building frontages Yes Refuse handling Full screening required Full screening provided by trash enclosure. Yes Transit service None required Served by route 17 Yes Stormwater Management Required Provided underground and includes other best management practices Yes Meeting of July 20th, 2016 Page 5 Subject: Parkway 25 Uses The proposal includes a mix of commercial and residential space on the ground floor and residential above. The current commercial tenants are expected to be a 3,500 gross square foot restaurant on the northeast corner of the building and a 5,000 gross square foot fitness space on the northwest corner of the building. The ground level will also include a private fitness space for residents, community room, business conference room, and outdoor amenity space with a pool. The 1.574 acres of the proposed site is smaller than the required 2 acres for a Planned Unit Development, but staff believes that a PUD will allow for conditions and requirements that fit the context and character of the individual site and the proposed development. A draft of the ordinance outlining these conditions is attached to this report. It should also be noted that the neighboring commercial property is owned by the applicant, and has the potential to be incorporated into the development in the future. The neighboring commercial property is not part of this application. The residential units are market rate and are a mix of studio, 1 bedroom, 1+ bedroom, and 2 bedrooms. See the table below for a breakdown of units. The applicant is not seeking financial assistance from the City of St. Louis Park. Architectural Design The proposal requests to combine the site to allow for a 5-story, 111 unit mixed use building. The building massing is sited toward the north side of the property and east and west sides. The 5th floor steps back in the middle of the north façade and along the two wings toward the lower density housing to the south. Due to the raise in grade at 31st Street to the south, the 5-story structure scale is mitigated in respect to this higher grade elevation. Commercial and amenity functions are located exclusively on the ground floor providing active uses along the CSAH 25 Frontage Road. The primary building materials are stone, glass, and prefinished metal panel. Stone and storefront glazing form the base and corner of the building with a visual bridge of metal paneled residential part of the building over a deep overhang sheltering pedestrians along the north façade and urban pedestrian plaza. The south side of the building is a continuation of these materials with a stucco area in the courtyard over the extensive amenity deck and pool area. Height The current height limit for a multifamily building in the C2 district is 3 stories while the PUD district has no restriction on height. Parkway 25 is proposed to be 5 stories or 67 feet in height which suits the context of the neighboring 5-story Shoreham mixed use development. Meeting of July 20th, 2016 Page 6 Subject: Parkway 25 Lighting The current photometric plan meets the recommended level of 0.5-1 fc past the property line. The LED lighting features chosen are consistent with the aesthetic features of the building and are not anticipated to present a nuisance to neighboring properties. Parking Parking will total 229 stalls with 158 stalls in the underground parking ramp, 25 stalls in the west surface parking lot, 31 stalls in the south surface parking lot, and 16 on-street spaces along Glenhurst Avenue and the Frontage Road. This property is located between the future West Lake and Beltline Southwest LRT stations and Metro Transit Bus Route 17. The applicant has also provided 145 bicycle parking stalls in both an indoor secure bike room and through exterior racks, and is providing a repair station. Access Vehicular access to the building tower occurs through two separate entrances. The first is located on the Frontage Road on the west side of the building near the proposed fitness tenant. Cars have two-way access to a 25 stall visitor surface parking lot with sidewalk access into the building. The second entrance on Glenhurst Avenue to the South of the building. Cars have two-way access to a 31 stall visitor surface parking ramp with convenient sidewalk access to the restaurant tenant and ground level residential units. The south surface parking lot also has access to the underground residential parking. To improve circulation, the applicant has proposed an exit only drive aisle to a currently unimproved alley which would allow cars to exit the surface lot via the alley onto Glenhurst. The applicant must improve the alley to City standards if approved. Loading/Service Areas The site plan shows a fully screen trash area on the west side for use by the commercial fitness tenant. The remaining commercial and residential trash will be collected in a fully enclosed trash room located in the underground ramp. Access to this room from other floors will be provided through trash chutes on each level. Trash pickup access will occur in the south parking lot. Delivery access is proposed on the frontage road during off-peak hours to reduce potential nuisance to residential properties and to prevent truck traffic through the neighborhood. Landscaping The landscape plan indicates 110 new trees, 338 new shrubs, and 1,146 new perennials. The project does not meet the City’s landscaping and tree replacement requirements but has provided a variety of alternative landscaping measures in order to meet the intent of the landscaping ordinance. These alternative measures include: a fenced dog run area, outdoor fireplaces, pergola structure, and wood sun deck. Designed Outdoor Recreation Area (DORA) The proposed development plans illustrate DORA through the inclusion of the outdoor amenity space and front plaza. The plan exceeds the City’s minimum 12% DORA requirements. Meeting of July 20th, 2016 Page 7 Subject: Parkway 25 Signs A sign plan was not submitted for review. Signs will require permits and must comply with the MX Mixed Use District standards. Utilities All small utilities will be placed underground. Utility service structures, such as a generator and transformer, will be screened completely from off-site with materials consistent with 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. Public Input: A joint neighborhood meeting regarding the project was held on February 18, 2016. Approximately 6 people attended, excluding city and developer representatives. Attendees include owners and managers of nearby apartment and condo buildings and resident property owners. One of the primary concerns was parking, and a desire to avoid additional on-street parking demand on 31st Street. The neighboring property owner to the south inquired about access proposed to the alley, which was not included at the time. Staff is meeting with the neighboring property owner to discuss concerns about the proposed alley access included in the current plan. STAFF RECOMMENDATIONS: Staff recommends approval of the Parkway 25 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. The on-site underground storm water management system shall be privately-owned and privately maintained. 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 insure that a signed Mylar copy of the final plat is provided to the City. b. A Planning Development Contract shall be executed between the City and Developer that addresses, at a minimum: i. The installation of all public improvements including, but not limited to: sidewalks, boulevards, and the execution of necessary easements related to such improvements. ii. A performance guarantee for 1.25 times the estimated costs for the installation of all public improvements, placement of iron monuments at Meeting of July 20th, 2016 Page 8 Subject: Parkway 25 property corners, and the private site stormwater management system and landscaping. c. The applicant shall reimburse City Attorney’s fees in drafting/reviewing such documents as required in the final plat approval. d. The Mayor and City Manager are authorized to execute the Planning Development Contract. 5. Prior to starting any land disturbing activities, the following conditions shall be met: a. Proof of recording the final plat shall be submitted to the City. b. Assent Form and Official Exhibits must be signed by the applicant and property owner. c. A preconstruction meeting shall be held with the appropriate development, construction, private utility, and City representatives. d. All necessary permits must be obtained. e. A performance guarantee in the form of cash escrow or irrevocable letter of credit shall be provided to the City of St. Louis Park for all public improvements (street, sidewalks, boulevards, utility, street lights, landscaping, etc.) and the private site stormwater management system and landscaping. STAFF RECOMMENDATIONS: Staff recommends approval of the Parkway 25 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. The on-site underground storm water management system shall be privately-owned and privately maintained. 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 starting any land disturbing activities, the following conditions shall be met: a. Assent Form and Official Exhibits must 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 must be obtained. 5. 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. Meeting of July 20th, 2016 Page 9 Subject: Parkway 25 ii. The installation of all public improvements including, but not limited to: sidewalks and boulevard improvements and the execution of any necessary agreements related to the maintenance of such improvements. iii. Easements related to electronic communication and fiber infrastructure. iv. 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. v. The developer shall reimburse City attorney’s fees in drafting/reviewing such documents as required in the final PUD approval. vi. 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 must be submitted to the City for review and approval. 6. 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. 7. 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. 8. 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. Meeting of July 20th, 2016 Page 10 Subject: Parkway 25 9. The materials used in, and placement of, all signs shall be integrated with the building design and architecture. 10. Bicycle parking on site shall be located within fifty feet of the building’s front entrance. ATTACHMENTS: Existing and Proposed Zoning Draft PUD Ordinance C0.0– Cover Sheet C0.1 – Site Survey C0.2 – Preliminary Plat C1.0 – Removals Plan C2.0 – Site Plan C3.0 – Grading Plan C4.0 – Utility Plan L200 – Preliminary Landscape Plan G000 – Cover Sheet A100P – Floor Plan – Level -1 A110P – Floor Plan – Level 1 A120P – Floor Plan – Level 2-4 A150P – Floor Plan – Level 5 A160P – Roof Plan A200 – Exterior Elevations A201 – Exterior Elevations A300 – Building Sections AS100 – Architectural Site Plan Site Lighting Photometric Plan Prepared by: Nicole Mardell, Associate Planner Reviewed by: Sean Walther, Planning and Zoning Supervisor Meeting of July 20th, 2016 Page 11 Subject: Parkway 25 ORDINANCE NO. ORDINANCE AMENDING THE ST. LOUIS PARK CITY CODE RELATING TO ZONING BY CREATING SECTION 36-268-PUD 7 AS A PLANNED UNIT DEVELOPMENT ZONING DISTRICT FOR THE PROPERTY LOCATED AT 4001 AND 4025 HIGHWAY 7 THE CITY OF ST. LOUIS PARK DOES ORDAIN: Findings Sec. 1. The City Council has considered the advice and recommendation of the Planning Commission (Case No. 16-13-S, 16-14-PUD and 16-18-VAC) for amending the Zoning Ordinance to create a new Planned Unit Development (PUD) Zoning District. Sec. 2. The Comprehensive Plan designates this property as Commercial. Sec. 3. The Zoning Map shall be amended by reclassifying the following described lands from C-2 General Commercial to PUD 7: Lot 3, Block 1, Thomas O. Heggen’s Addition, Hennepin County, Minnesota Sec. 4. The St. Louis Park Ordinance Code, Section 36-268 is hereby amended to add the following Planned Unit Development Zoning District: Section 36-268-PUD 7. (a) Development Plan The site shall be developed, used and maintained in conformance with the following Final PUD signed Official Exhibits: 1. C0.0– Cover Sheet 2. C0.1 – Site Survey 3. C0.2 – Preliminary Plat 4. C1.0 – Removals Plan 5. C2.0 – Site Plan 6. C3.0 – Grading Plan 7. C4.0 – Utility Plan 8. C5.0 – Civil Details 9. C5.1 – Civil Details 10. C5.2 – Civil Details 11. SW1.0 – SWPPP – Existing Conditions 12. SW1.1 – SWPPP – Proposed Conditions 13. SW1.2 – SWPPP – Narrative and Details 14. SW1.3 – SWPPP – Attachments 15. SW1.4 – SWPPP- Attachments 16. L000 – Tree Preservation Plan 17. L200 – Preliminary Landscape Plan 18. L500 – Planting Details 19. G000 – Cover Sheet 20. A100P – Floor Plan – Level -1 -2- 21. A110P – Floor Plan – Level 1 22. A120P – Floor Plan – Level 2-4 23. A150P – Floor Plan – Level 5 24. A160P – Roof Plan 25. A200 – Exterior Elevations 26. A201 – Exterior Elevations 27. A300 – Building Sections 28. AS100 – Architectural Site Plan 29. Site Lighting Photometric Plan 30. Zoning Map Amendment Exhibit 31. Preliminary Plat 32. Final Plat The site shall also conform to the following requirements: 1) The property shall be developed with 111 residential units and 8,500 square feet of ground floor commercial space. 2) At least 213 off-street parking spaces shall be provided. At least 16 on-street parallel parking and loading spaces shall be installed adjacent to the site. An off- street parking management plan shall be approved by the city and managed by the property owner, with the goal of avoiding spill over parking into surrounding streets in the neighborhood and maximizing the benefits mixed use and shared parking. 3) The maximum building height shall not exceed 67 feet and five stories. 4) The development site shall include a minimum of 17.7% percent designed outdoor recreation area based on private developable land area. (b) Permitted Uses (1) Multiple-family dwellings. Uses associated with the multiple-family dwellings, including, but not limited to the residential office, fitness facility, mail room, assembly rooms or general amenity space are limited to a maximum of 40% of the building first floor. (2) Commercial uses. Commercial uses are only permitted on the first floor, and are limited to the following: restaurant, office, private entertainment (indoor), retail shops, service, showrooms and studios. a. All parking requirements must be met for each use. b. Hours of operation for commercial uses shall be limited to 6 a.m. to 12 a.m. c. No more than 3,500 square feet of gross building floor area shall be used for restaurant. d. In vehicle sales is prohibited. (3) Civic and institutional uses. Civic and institutional uses are limited to the following: education/academic, library, museums/art galleries, indoor public parks/open space, -3- police service substations, post office customer service facilities, public studios and performance theaters. (c) Accessory Uses Accessory uses are as follows: (1) Incidental repair or processing which is necessary to conduct a permitted use and not to exceed ten percent of the gross floor area of the associated permitted use. (2) Home occupations complying with all of the conditions in the R-C district. (3) Catering, if accessory to food service, delicatessen or retail bakery. (4) Gardens. (5) Parking lots. (6) Public transit stops/shelters. (7) Outdoor seating, public address (PA) systems are prohibited. (8) No outdoor uses or storage allowed. (d) Special Performance Standards (1) All general zoning requirements not specifically addressed in this ordinance shall be met, including but not limited to: outdoor lighting, architectural design, landscaping, parking and screening requirements. (2) 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 approved redevelopment plan or final PUD site plan and development agreement in accordance with the following conditions: a. Pylon signs are prohibited; b. Freestanding monument signs shall utilize the same exterior materials as the principal buildings and shall not interfere with pedestrian, bicycle or automobile circulation and visibility; c. Maximum allowable number, sizes and heights of signs shall be regulated by section 36-362, MX requirements. d. Wall signs of non-residential uses shall only be placed on the ground floor and exterior walls of the occupied tenant lease space, and/or a monument sign. e. Wall signs shall not be included in calculating the aggregate sign area on the lot if they meet the following outlined conditions: 1. Non-residential wall signs permitted by this section that do not exceed seven percent of the exterior wall area of the ground floor tenant lease space. -4- 2. The sign is located on the exterior wall of the ground floor tenant lease space from which the seven percent sign area was derived. 3. No individual wall sign shall exceed 80 square feet in area. (4) Façade. The following façade design guidelines shall be applicable to all ground floor non-residential facades: a. For street-facing facades, no more than 10% of total window and door area shall be glass block, mirrored, spandrel, frosted or other opaque glass, finishes or material including window painting and signage. The remaining 90% of window and door area shall be clear or slightly tinted glass, allowing views into and out of the interior. b. Visibility into the space shall be maintained for a minimum depth of three feet. This requirement shall not prohibit the display of merchandise. (5) Awnings. a. Awnings must be constructed of heavy canvas fabric, metal and/or glass. Plastic and vinyl awnings are prohibited. b. Backlit awnings are prohibited. Sec. 4. The contents of Planning Case File 16-13-S, 16-14-PUD and 16-18-VAC are hereby entered into and made part of the public hearing record and the record of decision for this case. Sec. 5. This Ordinance shall take effect fifteen days after its publication. Public Hearing July 20, 2016 First Reading August 15, 2016 Second Reading September 6, 2016 Date of Publication September 16, 2016 Date Ordinance takes effect September 31, 2016 Reviewed for Administration Adopted by the City Council________ City Manager Mayor Attest: Approved as to Form and Execution: City Clerk City Attorney UPUPUPUPUPUPFitness1,225 SFCommunity1,835 SFM102 SFW112 SFOffice230 SFBusinessConference214 SFLobby3,268 SFJanitor56 SFCommercial3,316 SFMail160 SFCOMMERCIAL 24,722 SFSTUDIO742 SF2BR1,252 SF1BR665 SF1BR849 SF1BR873 SFSTUDIO427 SFPOOL STOR213 SFTRASH63 SFMEN176 SFPOOL EQUIP109 SFWOMEN176 SFNOPARKINGNOPARKINGGARBAGE TRUCKTURNING MOVEMENTFIRE TRUCK LOCATIONDELIVERY VEHICLE LOCATIONNOPARKINGTURNAROUNDONLY4931 W. 35TH ST. SUITE 200ST. LOUIS PARK, MN 55416CivilSiteGroup.comMatt Pavek Pat Sarver763-213-3944 952-250-2003COPYRIGHT 2015 CIVIL SITE GROUP INC.cISSUE/SUBMITTAL SUMMARYDATEDESCRIPTIONPARKWAY APARTMENTS 4001 & 4025 HIGHWAY 7, ST. LOUIS PARK, MN 4915 W. 35TH STREET, SUITE #102, ST. LOUIS PARK, MN 55416 SELA GROUP, LLC PROJECT ................PROJECT NUMBER:151623/11/16CITY SUBMITTALDJRARCHITECTURE, INC333 Washington Ave N, Suite 210Minneapolis, Minnesota 55401612.676.2700 www.djr-inc.com7/11/16PUD RESUBMITTAL..4/18/16PUD RESUBMITTAL6/14/16PUD RESUBMITTAL44263Matthew R. PavekLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.6/14/16REVISION SUMMARYDATEDESCRIPTIONC0.0TITLE SHEET............PARKWAY APARTMENTSST. LOUIS PARK, MINNESOTASHEET INDEXSHEET NUMBERSHEET TITLEC0.0TITLE SHEETSITE LOCATIONSITE LOCATION MAPNSITE SURVEYC0.1UTILITY PLANC4.0ISSUED FOR: CITY SUBMITTALMASTER LEGEND:EX. 1' CONTOUR ELEVATION INTERVAL932T.O.CURB AND GUTTER (T.O = TIP OUT)939SPOT GRADE ELEVATION (GUTTER/FLOW LINEUNLESS OTHERWISE NOTED)PROPOSED 1' CONTOUR ELEVATION INTERVAL932.0932.0BC / 932.0TCSPOT GRADE ELEVATION BACK OF CURB (TOP OFCURB)SPOT GRADE ELEVATION TOP OF WALLSOIL BORING LOCATIONSPOT GRADE ELEVATION BOTTOM OF WALLEMERGENCY OVERFLOW932.0TW932.0BWPROPOSED MANHOLE STORMPROPOSED GATE VALVEPROPOSED SANITARY SEWERPROPOSED STORM SEWERPROPOSED WATER MAINPROPOSED FIRE HYDRANTEXISTING LIGHTEXISTING GAS METEREXISTING MANHOLEEXISTING CATCH BASINEXISTING GATE VALVEEXISTING HYDRANTEXISTING GAS VALVEEXISTING ELECTRIC BOXEXISTING UNDERGROUND CABLEEXISTING UNDERGROUND ELECTRICEXISTING STOPBOXEXISTING GAS MAINEXISTING WATER MAINEXISTING STORM SEWEREXISTING SANITARY SEWERPROPOSED MANHOLE SANITARYsPROPOSED CATCH BASIN OR CATCH BASIN MANHOLE STORMDYH PROPOSED SIGNSILT FENCE / GRADING LIMIT932.0XEXISTING SPOT GRADE ELEVATIONINLET PROTECTIONSTABILIZED CONSTRUCTION ENTRANCEDRAINAGE ARROWDEVELOPER / PROPERTY OWNER:SELA GROUP LLC4915 W 35TH STREETSUITE 102ST. LOUIS PARK, MN 55416ENGINEER / LANDSCAPE ARCHITECT:CIVIL SITE GROUP4931 W 35TH STREETSUITE 200ST. LOUIS PARK, MN 55416612-615-0060SURVEYOR:GEOTECHNICAL ENGINEER:STORM WATER POLLUTION PREVENTION PLAN - EXISTING CONDITIONSSW1.0GRADING PLANC3.0C5.0C5.1DETAILSSTORM WATER POLLUTION PREVENTION PLAN - PROPOSED CONDITIONSSW1.1SW1.2C2.0SITE PLANPROPOSED LIGHTSTORM WATER POLLUTION PREVENTION PLAN - NARRATIVE AND DETAILSSW1.3DETAILSC1.0REMOVALS PLANHARRY S. JOHNSON CO., INC.9063 LYNDALE AVENUE SOUTHBLOOMINGTON, MN 55420952-884-5341GOPHER STATE ONE CALLWWW.GOPHERSTATEONECALL.ORG(800) 252-1166 TOLL FREE(651) 454-0002 LOCALSTORM WATER POLLUTION PREVENTION PLAN - NOTESSW1.4STORM WATER POLLUTION PREVENTION PLAN - NOTESTERRACON3535 HOFFMAN ROAD EASTWHITE BEAR LAKE, MN 55110651-770-1500TRUCK TURNING MAP01" = 50'-0"50'-0"25'-0"PRELIMINARY PLATC0.2C5.2DETAILS REVISION SUMMARYDATEDESCRIPTIONC0.1SITE SURVEY............ CONSTRUCTION LIMITSCONSTRUCTION LIMITSREMOVE EXISTINGPAVEMENT AND BASEMATERIAL ANDPARKING SIGNS, TYP.REMOVE EXISTINGPAVEMENT AND BASEMATERIAL, TYP.REMOVE EXISTINGPAVEMENT AND BASEMATERIAL ANDPARKING SIGNS, TYP.REMOVE EX BUILDING, STRUCTURES,FOUNDATIONS, FOOTINGS & BASEMATERIALS, PER LOCAL STATE & FEDERALSTANDARDS. REMOVE/DISCONNECT ALLSERVICES & UTILITIES PER UTILITYCOMPANY AND/OR L.G.U. STANDARDSREMOVE EX BUILDING, STRUCTURES,FOUNDATIONS, FOOTINGS & BASEMATERIALS, PER LOCAL STATE & FEDERALSTANDARDS. REMOVE/DISCONNECT ALLSERVICES & UTILITIES PER UTILITYCOMPANY AND/OR L.G.U. STANDARDSREMOVE EXISTINGCURB ANDGUTTER, TYP.REMOVE EXISTINGCURB ANDGUTTER, TYP.REMOVE EXISTING TREEAND ROOT BALL, TYP.REMOVE EXISTING TREEAND ROOT BALL, TYP.REMOVE EXISTINGCONCRETESIDEWALK, TYP.REMOVE EXISTINGUTILITY SERVICESPER CITYSTANDARDSREMOVE EXISTINGBLOCK RETAININGWALLSREMOVE EXISTING SIGNREMOVE EXISTINGBLOCK RETAININGWALLSREMOVE EXISTINGFENCE AND POSTS, TYP.REMOVE EXISTINGCATCH BASIN ANDSTORM SEWER PIPEREMOVE EXISTINGSTORM SEWER PIPEREMOVE EXISTINGELECTRICALTRANSFORMER.COORDINATE WITHUTILITY COMPANYREMOVE EX BUILDING, STRUCTURES,FOUNDATIONS, FOOTINGS & BASEMATERIALS, PER LOCAL STATE & FEDERALSTANDARDS. REMOVE/DISCONNECT ALLSERVICES & UTILITIES PER UTILITYCOMPANY AND/OR L.G.U. STANDARDSALL EXISTING SEWER AND WATERSERVICES MUST BE DISCONNECTEDAT THE MAIN PRIOR TO ISSUING THEDEMO PERMIT.REMOVAL NOTES:1.SEE STORM WATER POLLUTION PREVENTION PLAN (SWPPP) PLAN FOR CONSTRUCTION STORM WATERMANAGEMENT PLAN.2.REMOVAL OF MATERIALS NOTED ON THE DRAWINGS SHALL BE IN ACCORDANCE WITH MNDOT, STATE ANDLOCAL REGULATIONS.3.REMOVAL OF PRIVATE UTILITIES SHALL BE COORDINATED WITH UTILITY OWNER PRIOR TO CONSTRUCTIONACTIVITIES.4.EXISTING PAVEMENTS SHALL BE SAWCUT IN LOCATIONS AS SHOWN ON THE DRAWINGS OR THE NEARESTJOINT FOR PROPOSED PAVEMENT CONNECTIONS.5.REMOVED MATERIALS SHALL BE DISPOSED OF TO A LEGAL OFF-SITE LOCATION AND IN ACCORDANCE WITHSTATE AND LOCAL REGULATIONS.6.ABANDON, REMOVAL, CONNECTION, AND PROTECTION NOTES SHOWN ON THE DRAWINGS AREAPPROXIMATE. COORDINATE WITH PROPOSED PLANS.7.EXISTING ON-SITE FEATURES NOT NOTED FOR REMOVAL SHALL BE PROTECTED THROUGHOUT THEDURATION OF THE CONTRACT.8.PROPERTY LINES SHALL BE CONSIDERED GENERAL CONSTRUCTION LIMITS UNLESS OTHERWISE NOTED ONTHE DRAWINGS. WORK WITHIN THE GENERAL CONSTRUCTION LIMITS SHALL INCLUDE STAGING,DEMOLITION AND CLEAN-UP OPERATIONS AS WELL AS CONSTRUCTION SHOWN ON THE DRAWINGS.9.MINOR WORK OUTSIDE OF THE GENERAL CONSTRUCTION LIMITS SHALL BE ALLOWED AS SHOWN ON THEPLAN AND PER CITY REQUIREMENTS.10.DAMAGE BEYOND THE PROPERTY LIMITS CAUSED BY CONSTRUCTION ACTIVITY SHALL BE REPAIRED IN AMANNER APPROVED BY THE ENGINEER/LANDSCAPE ARCHITECT OR IN ACCORDANCE WITH THE CITY.11.PROPOSED WORK (BUILDING AND CIVIL) SHALL NOT DISTURB EXISTING UTILITIES UNLESS OTHERWISESHOWN ON THE DRAWINGS AND APPROVED BY THE CITY PRIOR TO CONSTRUCTION.12.SITE SECURITY MAY BE NECESSARY AND PROVIDED IN A MANNER TO PROHIBIT VANDALISM, AND THEFT,DURING AND AFTER NORMAL WORK HOURS, THROUGHOUT THE DURATION OF THE CONTRACT. SECURITYMATERIALS SHALL BE IN ACCORDANCE WITH THE CITY.13.VEHICULAR ACCESS TO THE SITE SHALL BE MAINTAINED FOR DELIVERY AND INSPECTION ACCESS DURINGNORMAL OPERATING HOURS. AT NO POINT THROUGHOUT THE DURATION OF THE CONTRACT SHALLCIRCULATION OF ADJACENT STREETS BE BLOCKED WITHOUT APPROVAL BY THE CITY PRIOR TOCONSTRUCTION ACTIVITIES.14.ALL TRAFFIC CONTROLS SHALL BE PROVIDED AND ESTABLISHED PER THE REQUIREMENTS OF THEMINNESOTA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MMUTCD) AND THE CITY. THIS SHALLINCLUDE, BUT NOT BE LIMITED TO, SIGNAGE, BARRICADES, FLASHERS, AND FLAGGERS AS NEEDED. ALLPUBLIC STREETS SHALL REMAIN OPEN TO TRAFFIC AT ALL TIMES. NO ROAD CLOSURES SHALL BEPERMITTED WITHOUT APPROVAL BY THE CITY.15.SHORING FOR BUILDING EXCAVATION MAY BE USED AT THE DISCRETION OF THE CONTRACTOR AND ASAPPROVED BY THE OWNERS REPRESENTATIVE AND THE CITY PRIOR TO CONSTRUCTION ACTIVITIES.16.STAGING, DEMOLITION, AND CLEAN-UP AREAS SHALL BE WITHIN THE PROPERTY LIMITS AS SHOWN ON THEDRAWINGS AND MAINTAINED IN A MANNER AS REQUIRED BY THE CITY.CITY OF ST. LOUIS PARK REMOVAL NOTES:1.RESERVED FOR CITY SPECIFIC REMOVAL NOTES.REMOVALS LEGEND:EX. 1' CONTOUR ELEVATION INTERVAL932TREE PROTECTIONREMOVAL OF PAVEMENT AND ALL BASE MATERIAL,INCLUDING BIT., CONC., AND GRAVEL PVMTS.REMOVAL OF STRUCTURE INCLUDING ALLFOOTINGS AND FOUNDATIONS.SEE SWPPP ON SHEETS SW1.0-SW1.4EROSION CONTROL NOTES:TREE REMOVAL - INCLUDING ROOTS AND STUMPS4931 W. 35TH ST. SUITE 200ST. LOUIS PARK, MN 55416CivilSiteGroup.comMatt Pavek Pat Sarver763-213-3944 952-250-2003COPYRIGHT 2015 CIVIL SITE GROUP INC.cISSUE/SUBMITTAL SUMMARYDATEDESCRIPTIONPARKWAY APARTMENTS 4001 & 4025 HIGHWAY 7, ST. LOUIS PARK, MN 4915 W. 35TH STREET, SUITE #102, ST. LOUIS PARK, MN 55416 SELA GROUP, LLC PROJECT ................PROJECT NUMBER:151623/11/16CITY SUBMITTALDJRARCHITECTURE, INC333 Washington Ave N, Suite 210Minneapolis, Minnesota 55401612.676.2700 www.djr-inc.com7/11/16PUD RESUBMITTAL..4/18/16PUD RESUBMITTAL6/14/16PUD RESUBMITTAL01" = 20'-0"20'-0"10'-0"NREVISION SUMMARYDATEDESCRIPTIONC1.0REMOVALS PLAN............GOPHER STATE ONE CALLWWW.GOPHERSTATEONECALL.ORG(800) 252-1166 TOLL FREE(651) 454-0002 LOCAL44263Matthew R. PavekLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.6/14/16 REMOVE AND REPLACEEXISTING PAVEMENT ANDBASE MATERIAL TO MATCHEXISTING PAVEMENT SECTIONFOR UTILITY CONSTRUCTIONUPUPUPUPUPUPFitness1,225 SFCommunity1,835 SFM102 SFW112 SFOffice230 SFBusinessConference214 SFLobby3,268 SFJanitor56 SFCommercial3,316 SFMail160 SFCOMMERCIAL 24,722 SFSTUDIO742 SF2BR1,252 SF1BR665 SF1BR849 SF1BR873 SFSTUDIO427 SFPOOL STOR213 SFTRASH63 SFMEN176 SFPOOL EQUIP109 SFWOMEN176 SF5.8'(2)+ACC.AISLE=27.0'10 STALLS@ 9' =54.0'13 STALLS @ 8.5' =110.5'3 STALLS @ 8.5' =25.5'3 STALLS @ 8.5' =25.5'(2)+ACC.AISLE=25.5'2 STALLS@ 8.5' =17.0'NOPARKINGNOPARKINGACCESSIBLE PARKINGSPACE, INCL.SIGNAGE, STRIPINGAND RAMPSCONC. WALK, TYPPVMT.STRIPINGTYP.BIT. PVMT.,TYPB612 C&G,TYP.CONC. WALK, TYPPVMT. STRIPINGTYP.BIT. PVMT.,TYPB612 C&G,TYP.CONSTRUCTION LIMITSCONSTRUCTION LIMITSSEE LANDSCAPE PLAN FORCOURTYARD DESIGN6 STALLS @ 22.0' =132.0'CONCRETE DRIVEWAYAPRON PER CITYSTANDARDS, TYP.CONCRETE DRIVEWAYAPRON PER CITYSTANDARDS, TYP.CONCRETESIDEWALK PER CITYSTANDARDS, TYP.CONCRETESIDEWALK PER CITYSTANDARDS, TYP.LOWER LEVELBUILDING OUTLINELOWER LEVELBUILDING OUTLINEB618 C&G PER CITYSTANDARDS, TYP.AIR INTAKE WELL,SEE ARCH'L PLANSFOR DETAILSAIR EXHAUST WELL,SEE ARCH'L PLANSFOR DETAILSTRANSFORMERPAD, COORDINATEWITH MECH'LPVMT. STRIPINGTYP.SEG. BLOCKRETAINING WALL,SEE GRADINGPLAN FOR HEIGHTDOG PARK, SEELANDSCAPE PLANFOR DETAILS47.6'15.4'6.2'18.0'24.0'18.0'6.8'18.0' 24.0'18.0' 6.0' 24.0'24.0'6.0'CONCRETE STAIRS,COORD. W/LANDSCAPEPLAN, TYP.RETAINING WLL,COORD.W/LANDSCAPEPLAN, TYP.CONC. WALK, SEELANDSCAPE PLANFOR SCORINGPATTERN, TYP.CONCRETE PATIO10.6'5.0'BIKE RACKS, SEELANDSCAPE PLANSFOR DETAILSCONCRETE STAIRS,COORD. W/LANDSCAPEPLAN, TYP.CONCRETE PAVEMENTFOR BIKE RACKS, SEELANDSCAPE PLANS FORDETAILS10 STALLS @ 25 .0 ' =250 .0 '6.0'B618 C&G PER CITYSTANDARDS, TYP.CONCRETESIDEWALK PER CITYSTANDARDS, TYP.6.0'2 STALLS@ 8.5' =17.0'4.0'CONCRETE PED RAMPPER MNDOT DETAILS,TYP.14.2'69.3' 19.5' 23.7'73.6'36" CONCRETE VALLEYGUTTER PER CITYSTANDARDS, TYP.CONCRETE PAVEMENTBETWEEN VALLEYGUTTER AND CURBCONCRETE PAVEMENTBETWEEN VALLEYGUTTER AND CURB36" CONCRETE VALLEYGUTTER PER CITYSTANDARDS, TYP.BITUMINOUS PAVEMENT,MATCH EXISTING SECTION10' FIBER LINEEASEMENT12.0' CURBTAPER12.0' CURBTAPERRIBBON CURB2 STALLS@ 8.5' =17.0'3 STALLS@ 8.0' =24.0'1 STALL@ 8.5' =8.5'1 STALLS@ 9' =9.0'7 STALLS +ACC @ 8.5' =68.0'8 STALLS @ 8.5' =68.0'NOPARKINGTURNAROUNDONLY16.7' 6.2' 18.0'3' CURBTAPER7' CURBTAPERIMPROVE THE ALLEY TO CITYSTANDARDS. 10' WIDE 8" THICK12.0'R1 0 . 0 'R22.0'R5 . 0 ' R3.0'R2.0'R 3 . 0 ' T Y P .4.5'4.5'4.5'4.1'CONCRETE STAIRS,COORD. W/LANDSCAPEPLAN, TYP.CONCRETE STAIRS,COORD. W/LANDSCAPEPLAN, TYP.13' CURBTAPER11' CURBTAPER3' CURBTAPERCONTRACTOR TORECEIVE PERMITFROM CITY FORGRADING IN ROW1.ALL EXISTING UTILITY LOCATIONS ARE APPROXIMATE. CONTRACTOR SHALL VERIFYLOCATIONS AND LAYOUT OF ALL SITE ELEMENTS PRIOR TO BEGINNING CONSTRUCTION,INCLUDING BUT NOT LIMITED TO, LOCATIONS AND ELEVATIONS OF EXISTING ANDPROPOSED PROPERTY LINES, TOPOGRAPHIC FEATURES, EASEMENTS, SETBACKS,UTILITIES, BUILDINGS AND PAVEMENTS. CONTRACTOR IS RESPONSIBLE FOR FINALLOCATIONS OF ALL ELEMENTS FOR THE SITE. THE CONTRACTOR SHALL IMMEDIATELYNOTIFY THE ENGINEER OF DISCREPANCIES OR VARIATIONS FROM THE PLANS. THECONTRACTOR SHALL ALSO NOTIFY THE ENGINEER IF ANY EXISTING UTILITY LOCATIONSOR DEPTHS WILL NEED TO BE ADJUSTED FOR CONSTRUCTION TO SATISFY MINIMUMSEPARATION AND DEPTH REQUIREMENTS. REVISIONS AND RELOCATIONS THAT AREREQUIRED DUE TO SITE VERIFICATION PRIOR TO CONSTRUCTION SHALL BE AT OWNER'SEXPENSE. ANY REVISIONS REQUIRED AFTER COMMENCEMENT OF CONSTRUCTION, DUETO LOCATIONAL ADJUSTMENTS SHALL BE CORRECTED AT NO ADDITIONAL COST TOOWNER. ADJUSTMENTS TO THE LAYOUT SHALL BE APPROVED BY THEENGINEER/LANDSCAPE ARCHITECT PRIOR TO INSTALLATION OF MATERIALS. STAKELAYOUT FOR APPROVAL.THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITSPRIOR TO CONSTRUCTION, INCLUDING A RIGHT-OF-WAY AND STREET OPENING PERMIT.2.THE CONTRACTOR SHALL VERIFY RECOMMENDATIONS NOTED IN THE GEO TECHNICALREPORT PRIOR TO INSTALLATION OF SITE IMPROVEMENT MATERIALS.3.CONTRACTOR SHALL FIELD VERIFY COORDINATES AND LOCATION DIMENSIONS OF THEBUILDING AND STAKE FOR REVIEW AND APPROVAL BY THE OWNERS REPRESENTATIVEPRIOR TO INSTALLATION OF FOOTING MATERIALS.4.LOCATIONS OF STRUCTURES, ROADWAY PAVEMENTS, CURBS AND GUTTERS, BOLLARDS,AND WALKS ARE APPROXIMATE AND SHALL BE STAKED IN THE FIELD, PRIOR TOINSTALLATION, FOR REVIEW AND APPROVAL BY THE ENGINEER/LANDSCAPE ARCHITECT.5.CURB DIMENSIONS SHOWN ARE TO FACE OF CURB. BUILDING DIMENSIONS ARE TO FACEOF CONCRETE FOUNDATION. LOCATION OF BUILDING IS TO BUILDING FOUNDATION ANDSHALL BE AS SHOWN ON THE DRAWINGS.6.THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS OR SAMPLES AS SPECIFIED FORREVIEW AND APPROVAL BY THE ENGINEER/LANDSCAPE ARCHITECT PRIOR TOFABRICATION FOR ALL PREFABRICATED SITE IMPROVEMENT MATERIALS SUCH AS, BUTNOT LIMITED TO THE FOLLOWING, FURNISHINGS, PAVEMENTS, WALLS, RAILINGS,BENCHES, FLAGPOLES, LANDING PADS FOR CURB RAMPS, AND LIGHT AND POLES. THEOWNER RESERVES THE RIGHT TO REJECT INSTALLED MATERIALS NOT PREVIOUSLYAPPROVED.7.PEDESTRIAN CURB RAMPS SHALL BE CONSTRUCTED WITH TRUNCATED DOME LANDINGAREAS IN ACCORDANCE WITH A.D.A. REQUIREMENTS-SEE DETAIL.8.CROSSWALK STRIPING SHALL BE 24" WIDE WHITE PAINTED LINE, SPACED 48" ON CENTERPERPENDICULAR TO THE FLOW OF TRAFFIC. WIDTH OF CROSSWALK SHALL BE 5' WIDE.ALL OTHER PAVEMENT MARKINGS SHALL BE WHITE IN COLOR UNLESS OTHERWISE NOTEDOR REQUIRED BY ADA OR LOCAL GOVERNING BODIES.9.CURB AND GUTTER TYPE SHALL BE B612 UNLESS OTHERWISE NOTED ON THEDRAWINGS-TAPER BETWEEN CURB TYPES-SEE DETAIL.10.ALL CURB RADII ARE MINIMUM 3' UNLESS OTHERWISE NOTED.11.CONTRACTOR SHALL REFER TO FINAL PLAT FOR LOT BOUNDARIES, NUMBERS, AREASAND DIMENSIONS PRIOR TO SITE IMPROVEMENTS.12.FIELD VERIFY ALL EXISTING SITE CONDITIONS, DIMENSIONS.13.PARKING IS TO BE SET PARALLEL OR PERPENDICULAR TO EXISTING BUILDING UNLESSNOTED OTHERWISE.14.ALL PARKING LOT PAINT STRIPPING TO BE WHITE, 4" WIDE TYP.15.BITUMINOUS PAVING TO BE "LIGHT DUTY" UNLESS OTHERWISE NOTED. SEE DETAILSHEETS FOR PAVEMENT SECTIONS.16.ALL TREES THAT ARE TO REMAIN ARE TO BE PROTECTED FROM DAMAGE WITH ACONSTRUCTION FENCE AT THE DRIP LINE. SEE LANDSCAPE DOCUMENTS.SITE LAYOUT NOTES:SITE PLAN LEGEND:CONCRETE PAVEMENT AS SPECIFIED (PAD OR WALK)PROPERTY LINECURB AND GUTTER-SEE NOTES(T.O.) TIP OUT GUTTER WHERE APPLICABLE-SEE PLANT.O.TRAFFIC DIRECTIONAL ARROWSCITY OF ST. LOUIS PARK SITE SPECIFIC NOTES:SIGN AND POST ASSEMBLY. SHOP DRAWINGS REQUIRED.HC = ACCESSIBLE SIGNNP = NO PARKING FIRE LANEST = STOPCP = COMPACT CAR PARKING ONLY4931 W. 35TH ST. SUITE 200ST. LOUIS PARK, MN 55416CivilSiteGroup.comMatt Pavek Pat Sarver763-213-3944 952-250-2003COPYRIGHT 2015 CIVIL SITE GROUP INC.cISSUE/SUBMITTAL SUMMARYDATEDESCRIPTIONPARKWAY APARTMENTS 4001 & 4025 HIGHWAY 7, ST. LOUIS PARK, MN 4915 W. 35TH STREET, SUITE #102, ST. LOUIS PARK, MN 55416 SELA GROUP, LLC PROJECT ................PROJECT NUMBER:151623/11/16CITY SUBMITTALDJRARCHITECTURE, INC333 Washington Ave N, Suite 210Minneapolis, Minnesota 55401612.676.2700 www.djr-inc.com7/11/16PUD RESUBMITTAL..4/18/16PUD RESUBMITTAL6/14/16PUD RESUBMITTAL01" = 20'-0"20'-0"10'-0"NREVISION SUMMARYDATEDESCRIPTIONC2.0SITE PLAN............SITE AREA TABLE:1.ALL RETAINING WALLS GREATER THAN 4 FEET IN HEIGHT MUST BE DESIGNED BYA PROFESSIONAL ENGINEER.GOPHER STATE ONE CALLWWW.GOPHERSTATEONECALL.ORG(800) 252-1166 TOLL FREE(651) 454-0002 LOCAL44263Matthew R. PavekLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.6/14/16 UPUPUPUPUPUPFitness1,225 SFCommunity1,835 SFM102 SFW112 SFOffice230 SFBusinessConference214 SFLobby3,268 SFJanitor56 SFCommercial3,316 SFMail160 SFCOMMERCIAL 24,722 SFSTUDIO742 SF2BR1,252 SF1BR665 SF1BR849 SF1BR873 SFSTUDIO427 SFPOOL STOR213 SFTRASH63 SFMEN176 SFPOOL EQUIP109 SFWOMEN176 SFNOPARKINGNOPARKINGCONSTRUCTION LIMITSCONSTRUCTION LIMITSNOPARKINGTURNAROUNDONLY1.SEE SITE PLAN FOR HORIZONTAL LAYOUT & GENERAL GRADING NOTES.2.THE CONTRACTOR SHALL COMPLETE THE SITE GRADING CONSTRUCTION (INCLUDING BUT NOTLIMITED TO SITE PREPARATION, SOIL CORRECTION, EXCAVATION, EMBANKMENT, ETC.) INACCORDANCE WITH THE REQUIREMENTS OF THE OWNER'S SOILS ENGINEER. ALL SOIL TESTINGSHALL BE COMPLETED BY THE OWNER'S SOILS ENGINEER. THE CONTRACTOR SHALL BERESPONSIBLE FOR COORDINATING ALL REQUIRED SOIL TESTS AND INSPECTIONS WITH THE SOILSENGINEER.3.GRADING AND EXCAVATION ACTIVITIES SHALL BE PERFORMED IN ACCORDANCE WITH THENATIONAL POLLUTION DISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT REQUIREMENTS &PERMIT REQUIREMENTS OF THE CITY.4.PROPOSED SPOT GRADES ARE FLOW-LINE FINISHED GRADE ELEVATIONS, UNLESS OTHERWISENOTED.5.GRADES OF WALKS SHALL BE INSTALLED WITH 5% MAX. LONGITUDINAL SLOPE AND 1% MIN. AND 2%MAX. CROSS SLOPE, UNLESS OTHERWISE NOTED.6.PROPOSED SLOPES SHALL NOT EXCEED 3:1 UNLESS INDICATED OTHERWISE ON THE DRAWINGS.MAXIMUM SLOPES IN MAINTAINED AREAS IS 4:17.PROPOSED RETAINING WALLS, FREESTANDING WALLS, OR COMBINATION OF WALL TYPES GREATERTHAN 4' IN HEIGHT SHALL BE DESIGNED AND ENGINEERED BY A REGISTERED RETAINING WALLENGINEER. DESIGN DRAWINGS SHALL BE SUBMITTED FOR REVIEW AND APPROVAL PRIOR TOCONSTRUCTION.8.THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTENANCE OF GRADE STAKES THROUGHOUTTHE DURATION OF CONSTRUCTION TO ESTABLISH PROPER GRADES. THE CONTRACTOR SHALLALSO BE RESPONSIBLE FOR A FINAL FIELD CHECK OF FINISHED GRADES ACCEPTABLE TO THEENGINEER/LANDSCAPE ARCHITECT PRIOR TO TOPSOIL AND SODDING ACTIVITIES.9.IF EXCESS OR SHORTAGE OF SOIL MATERIAL EXISTS, THE CONTRACTOR SHALL TRANSPORT ALLEXCESS SOIL MATERIAL OFF THE SITE TO AN AREA SELECTED BY THE CONTRACTOR, OR IMPORTSUITABLE MATERIAL TO THE SITE.10.EXCAVATE TOPSOIL FROM AREAS TO BE FURTHER EXCAVATED OR REGRADED AND STOCKPILE INAREAS DESIGNATED ON THE SITE. THE CONTRACTOR SHALL SALVAGE ENOUGH TOPSOIL FORRESPREADING ON THE SITE AS SPECIFIED. EXCESS TOPSOIL SHALL BE PLACED IN EMBANKMENTAREAS, OUTSIDE OF BUILDING PADS, ROADWAYS AND PARKING AREAS. THE CONTRACTOR SHALLSUBCUT CUT AREAS, WHERE TURF IS TO BE ESTABLISHED, TO A DEPTH OF 6 INCHES. RESPREADTOPSOIL IN AREAS WHERE TURF IS TO BE ESTABLISHED TO A MINIMUM DEPTH OF 6 INCHES.11.FINISHED GRADING SHALL BE COMPLETED. THE CONTRACTOR SHALL UNIFORMLY GRADE AREASWITHIN LIMITS OF GRADING, INCLUDING ADJACENT TRANSITION AREAS. PROVIDE A SMOOTHFINISHED SURFACE WITHIN SPECIFIED TOLERANCES, WITH UNIFORM LEVELS OR SLOPES BETWEENPOINTS WHERE ELEVATIONS ARE SHOWN, OR BETWEEN SUCH POINTS AND EXISTING GRADES.AREAS THAT HAVE BEEN FINISH GRADED SHALL BE PROTECTED FROM SUBSEQUENTCONSTRUCTION OPERATIONS, TRAFFIC AND EROSION. REPAIR ALL AREAS THAT HAVE BECOMERUTTED BY TRAFFIC OR ERODED BY WATER OR HAS SETTLED BELOW THE CORRECT GRADE. ALLAREAS DISTURBED BY THE CONTRACTOR'S OPERATIONS SHALL BE RESTORED TO EQUAL ORBETTER THAN ORIGINAL CONDITION OR TO THE REQUIREMENTS OF THE NEW WORK.12.PRIOR TO PLACEMENT OF THE AGGREGATE BASE, A TEST ROLL WILL BE REQUIRED ON THE STREETAND/OR PARKING AREA SUBGRADE. THE CONTRACTOR SHALL PROVIDE A LOADED TANDEM AXLETRUCK WITH A GROSS WEIGHT OF 25 TONS. THE TEST ROLLING SHALL BE AT THE DIRECTION OFTHE SOILS ENGINEER AND SHALL BE COMPLETED IN AREAS AS DIRECTED BY THE SOILS ENGINEER.THE SOILS ENGINEER SHALL DETERMINE WHICH SECTIONS OF THE STREET OR PARKING AREA AREUNSTABLE. CORRECTION OF THE SUBGRADE SOILS SHALL BE COMPLETED IN ACCORDANCE WITHTHE REQUIREMENTS OF THE SOILS ENGINEER.13. TOLERANCES13.1.THE BUILDING SUBGRADE FINISHED SURFACE ELEVATION SHALL NOT VARY BY MORE THAN0.30 FOOT ABOVE, OR 0.30 FOOT BELOW, THE PRESCRIBED ELEVATION AT ANY POINT WHEREMEASUREMENT IS MADE.13.2.THE STREET OR PARKING AREA SUBGRADE FINISHED SURFACE ELEVATION SHALL NOT VARYBY MORE THAN 0.05 FOOT ABOVE, OR 0.10 FOOT BELOW, THE PRESCRIBED ELEVATION OF ANYPOINT WHERE MEASUREMENT IS MADE.13.3.AREAS WHICH ARE TO RECEIVE TOPSOIL SHALL BE GRADED TO WITHIN 0.30 FOOT ABOVE ORBELOW THE REQUIRED ELEVATION, UNLESS DIRECTED OTHERWISE BY THE ENGINEER.13.4.TOPSOIL SHALL BE GRADED TO PLUS OR MINUS 1/2 INCH OF THE SPECIFIED THICKNESS.14.MAINTENANCE14.1.THE CONTRACTOR SHALL PROTECT NEWLY GRADED AREAS FROM TRAFFIC AND EROSION,AND KEEP AREA FREE OF TRASH AND DEBRIS.14.2.CONTRACTOR SHALL REPAIR AND REESTABLISH GRADES IN SETTLED, ERODED AND RUTTEDAREAS TO SPECIFIED TOLERANCES. DURING THE CONSTRUCTION, IF REQUIRED, AND DURINGTHE WARRANTY PERIOD, ERODED AREAS WHERE TURF IS TO BE ESTABLISHED SHALL BERESEEDED AND MULCHED.14.3.WHERE COMPLETED COMPACTED AREAS ARE DISTURBED BY SUBSEQUENT CONSTRUCTIONOPERATIONS OR ADVERSE WEATHER, CONTRACTOR SHALL SCARIFY, SURFACE, RESHAPE,AND COMPACT TO REQUIRED DENSITY PRIOR TO FURTHER CONSTRUCTION.GENERAL GRADING NOTES:819SPOT GRADE ELEVATION (FLOW LINE UNLESS OTHERWISE NOTED)1.0' CONTOUR ELEVATION INTERVALGRADING PLAN LEGEND:891.0891.0 GSPOT GRADE ELEVATION GUTTER891.0 BCSPOT GRADE ELEVATION BACK OF CURB (TOP OF CURB)891.0 BS/TSSPOT GRADE ELEVATION BOTTOM OF STAIRS/TOP OF STAIRSEX. 1' CONTOUR ELEVATION INTERVAL891T.O.TIP OUT (T.O.) CURB AND GUTTER WHEREAPPLICABLE - TAPER GUTTERS TO DRAIN AS SHOWNEXISTING AND PROPOSED DRAINAGE ARROWSPER GEOTECHNICAL REPORT BY TERRACON, DATED 10-5-15 GROUNDWATER WAS OBSERVEDIN ALL BORINGS AT APPROXIMATELY 10 FEET DEEP.CPT-1 873.0B-2871.0B-3871.0CPT-4871.0GROUNDWATER INFORMATION:CITY OF ST. LOUIS PARK GRADING NOTES:1.RESERVED FOR CITY SPECIFIC GRADING NOTES.SEE SWPPP ON SHEETS SW1.0-SW1.4EROSION CONTROL NOTES:4931 W. 35TH ST. SUITE 200ST. LOUIS PARK, MN 55416CivilSiteGroup.comMatt Pavek Pat Sarver763-213-3944 952-250-2003COPYRIGHT 2015 CIVIL SITE GROUP INC.cISSUE/SUBMITTAL SUMMARYDATEDESCRIPTIONPARKWAY APARTMENTS 4001 & 4025 HIGHWAY 7, ST. LOUIS PARK, MN 4915 W. 35TH STREET, SUITE #102, ST. LOUIS PARK, MN 55416 SELA GROUP, LLC PROJECT ................PROJECT NUMBER:151623/11/16CITY SUBMITTALDJRARCHITECTURE, INC333 Washington Ave N, Suite 210Minneapolis, Minnesota 55401612.676.2700 www.djr-inc.com7/11/16PUD RESUBMITTAL..4/18/16PUD RESUBMITTAL6/14/16PUD RESUBMITTAL01" = 20'-0"20'-0"10'-0"NREVISION SUMMARYDATEDESCRIPTIONC3.0GRADING PLAN............GOPHER STATE ONE CALLWWW.GOPHERSTATEONECALL.ORG(800) 252-1166 TOLL FREE(651) 454-0002 LOCAL44263Matthew R. PavekLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.6/14/16 UPUPUPUPUPUPFitness1,225 SFCommunity1,835 SFM102 SFW112 SFOffice230 SFBusinessConference214 SFLobby3,268 SFJanitor56 SFCommercial3,316 SFMail160 SFCOMMERCIAL 24,722 SFSTUDIO742 SF2BR1,252 SF1BR665 SF1BR849 SF1BR873 SFSTUDIO427 SFPOOL STOR213 SFTRASH63 SFMEN176 SFPOOL EQUIP109 SFWOMEN176 SFNOPARKINGNOPARKINGCONSTRUCTION LIMITSCONSTRUCTION LIMITSNOPARKINGTURNAROUNDONLYEX. MHRIM=880.00EX IE(N)=875.60EX IE (W)=873.40EX IE (E)=873.20PROP IE (S)=873.60CORE DRILL AND USE BOOT FOR NEWCONNECTION TO EXISTING MH17 LF 18" RCPSTORM @ 0.50%177 LF 18" RCPSTORM @ 0.50%30 LF 15" RCPSTORM @ 0.53%MH 1RIM=880.42IE=873.69MH 2RIM=882.04IE=874.588 LF 12" CMPSTORM @ 2.00%MH 3RIM=883.04IE (S-6"DT)=874.74IE (S-12")=879.98IE (N)=874.7412" OUTLETIE=880.14UNDERGROUND FILTRATIONSYSTEM 1A272 LF (4 ROWS @ 68 LF) 60"PERF. CMP12" SIDE & END STONE, 30"STONE SEPARATION, 6" STONECOVER AND 24" SAND BASE.BAFFLE WALLS BETWEEN PERF.AND NON-PERF. PIPE; TOPBAFFLE WALLS=878.74IE 60" CMP=876.74OE 12" ORIFICE=880.14TOP 60" CMP=881.746" DT IE=874.74100-YR HWL=881.28CLEANOUTDT IE=874.74CB/ACCESS RISER 11RIM=883.24CB/ACCESS RISER 12RIM=883.24ACCESS RISER,TYP.ACCESS RISER,TYP.ACCESS RISER,TYP.6" DIP FIRE SERVICE ANDVALVE, STUB TO WITHIN5' FROM BUILDING,COORD. W/MECH'LPROPOSED GATEVALVE AND VALVE BOXMAKE WET TAPCONNECTION TOEXISTING WATERMAIN, COORD.WITH CITYSTUB SANITARY TO 5'FROM BUILDINGIE @ STUB=866.81COORD. W/MECH'L18 LF 8" PVC SDR 26SANITARY SERVICE@ 1.00%MAKE CONNECTION TOEXISTING 15" RCPSANITARY SEWEREX IE 15" (N/S)=866.33(FIELD VERIFY)PROP IE (W)=866.63COORDINATE WITH CITYCLEANOUTDT IE=872.8047 LF 12" RCPSTORM @ 0.64%25 LF 12" CMPSTORM @ 1.00%MH 21RIM=880.41IE (S-6"DT)=872.80IE (S-12")=877.55IE (N)=872.8012" OUTLETIE=877.80EX. MHRIM=880.83EX IE(W/E)=872.00PROP IE (S)=872.50CORE DRILL AND USE BOOTFOR NEW CONNECTION TOEXISTING MHCLEANOUTDT IE=872.80UNDERGROUND INFILTRATIONSYSTEM 2152 LF (1 ROW @ 152 LF) 54"PERF. CMP12" SIDE & END STONE, 6"STONE COVER AND 24" SANDBASE.IE 48" CMP=874.80OE 12" ORIFICE=877.80TOP 48" CMP=878.806" DT IE=872.80100-YR HWL=878.33ACCESS RISER,TYP.STUB STORM TO 5'FROM BUILDINGIE @ STUB = 878.78COORD. W/ MECH'L12" INLETIE=878.742 LF 12" PVCSDR 26 @ 2.00%BAFFLE WALL, TYP.TOP=878.84STUB STORM TO 5'FROM BUILDINGIE @ STUB = 876.84COORD. W/ MECH'L12" INLETIE=876.802 LF 12" PVCSDR 26 @ 2.00%RIM=884.61SEE ARCH'L ANDMECH'L PLAN FOR LOWPOINTS OVER BUILDINGRIM=884.63SEE ARCH'L ANDMECH'L PLAN FOR LOWPOINTS OVER BUILDINGRIM=884.43SEE ARCH'L ANDMECH'L PLAN FOR LOWPOINTS OVER BUILDINGRIM=884.43SEE ARCH'L ANDMECH'L PLAN FOR LOWPOINTS OVER BUILDINGRIM=882.81SEE ARCH'L ANDMECH'L PLAN FOR LOWPOINTS OVER BUILDINGRIM=884.78SEE ARCH'L ANDMECH'L PLAN FOR LOWPOINTS OVER BUILDINGRECONSTRUCT ALLEXISTING CASTINGS TOREMAIN TO BE FLUSHWITH PROPOSED GRADE4" DIP WATER SERVICEAND VALVE, STUB TOWITHIN 5' FROM BUILDING,COORD. W/MECH'LFDC LOCATION,COORD. W/MECH'LRECONSTRUCT EXISTING CASTING,UTILIZE A VALLEY GUTTER CASTINGPER CITY STANDARDSRECONSTRUCT EXISTINGCASTING, UTILIZE AVALLEY GUTTER CASTINGPER CITY STANDARDSEX.MET COUNCILSANITARY SEWERLOCATION, CONTRACTORTO FIELD VERIFYUNDERGROUND FILTRATIONSYSTEM 1B147.5 LF (3 ROWS @ 22.5 LF & 1ROW @80 LF) 60" PERF. CMP12" SIDE & END STONE, 30"STONE SEPARATION, 6" STONECOVER AND 24" SAND BASE.BAFFLE WALLS BETWEEN PERF.AND NON-PERF. PIPE; TOPIE 60" CMP=876.74OE 18" ORIFICE=876.74TOP 60" CMP=881.74100-YR HWL=881.38CLEANOUTDT IE=874.74MH 31RIM=883.84IE W (18" OUTLET)=876.74IE S (18" INLET)=870.0041 LF 18" SDR 26 PVCSTORM @ 0.00%MH 32RIM=883.96IE N (18" OUTLET)=870.00IE W (18" INLET)=876.746 LF 18" SDR 26 PVCSTORM @ 0.00%5 LF 18" SDR 26 PVCSTORM @ 0.00%18" OUTLETIE=876.7418" INLETIE=876.7433 LF 30" STEELCASING PIPEIE=869.50RIM=884.39SEE ARCH'L ANDMECH'L PLAN FOR LOWPOINTS OVER BUILDING1. SEE SITE PLAN FOR HORIZONTAL DIMENSIONS AND LAYOUT.2. ALL EXISTING UTILITY LOCATIONS ARE APPROXIMATE. CONTRACTOR SHALL VERIFY LOCATIONSAND LAYOUT OF ALL SITE ELEMENTS PRIOR TO BEGINNING CONSTRUCTION, INCLUDING BUT NOTLIMITED TO, LOCATIONS AND ELEVATIONS OF EXISTING AND PROPOSED PROPERTY LINES,TOPOGRAPHIC FEATURES, EASEMENTS, SETBACKS, UTILITIES, BUILDINGS AND PAVEMENTS.CONTRACTOR IS RESPONSIBLE FOR FINAL LOCATIONS OF ALL ELEMENTS FOR THE SITE. THECONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OF DISCREPANCIES OR VARIATIONSFROM THE PLANS. THE CONTRACTOR SHALL ALSO NOTIFY THE ENGINEER IF ANY EXISTINGUTILITY LOCATIONS OR DEPTHS WILL NEED TO BE ADJUSTED FOR CONSTRUCTION TO SATISFYMINIMUM SEPARATION AND DEPTH REQUIREMENTS. REVISIONS AND RELOCATIONS THAT AREREQUIRED DUE TO SITE VERIFICATION PRIOR TO CONSTRUCTION SHALL BE AT OWNER'SEXPENSE. ANY REVISIONS REQUIRED AFTER COMMENCEMENT OF CONSTRUCTION, DUE TOLOCATIONAL ADJUSTMENTS SHALL BE CORRECTED AT NO ADDITIONAL COST TO OWNER.ADJUSTMENTS TO THE LAYOUT SHALL BE APPROVED BY THE ENGINEER/LANDSCAPE ARCHITECTPRIOR TO INSTALLATION OF MATERIALS. STAKE LAYOUT FOR APPROVAL.3. ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. CONTACT "GOPHER STATE ONECALL" (651-454-0002 OR 800-252-1166) FOR UTILITY LOCATIONS, 48 HOURS PRIOR TOCONSTRUCTION. THE CONTRACTOR SHALL REPAIR OR REPLACE ANY UTILTIES THAT AREDAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER.4. UTILITY INSTALLATION SHALL CONFORM TO THE CURRENT EDITION OF "STANDARDSPECIFICATIONS FOR WATER MAIN AND SERVICE LINE INSTALLATION" AND "SANITARY SEWER ANDSTORM SEWER INSTALLATION" AS PREPARED BY THE CITY ENGINEERS ASSOCIATION OFMINNESOTA (CEAM), AND SHALL CONFORM WITH THE REQUIREMENTS OF THE CITY AND THEPROJECT SPECIFICATIONS.5. CASTINGS SHALL BE SALVAGED FROM STRUCTURE REMOVALS AND RE-USED OR PLACED AT THEDIRECTION OF THE OWNER.6. ALL WATER PIPE SHALL BE CLASS 52 DUCTILE IRON PIPE (DIP) UNLESS OTHERWISE NOTED.7. ALL SANITARY SEWER SHALL BE SDR 26 POLYVINYL CHLORIDE (PVC) UNLESS OTHERWISE NOTED.8. ALL STORM SEWER PIPE SHALL BE HDPE UNLESS OTHERWISE NOTED.9. PIPE LENGTHS SHOWN ARE FROM CENTER TO CENTER OF STRUCTURE OR TO END OF FLAREDEND SECTION.10. UTILTIES ON THE PLAN ARE SHOWN TO WITHIN 5' OF THE BUILDING FOOTPRINT. THECONTRACTOR IS ULTIMATELY RESPONSIBLE FOR THE FINAL CONNECTION TO BUILDING LINES.COORDINATE WITH ARCHITECTURAL AND MECHANICAL PLANS.11. CATCH BASINS AND MANHOLES IN PAVED AREAS SHALL BE SUMPED 0.04 FEET. ALL CATCHBASINS IN GUTTERS SHALL BE SUMPED 0.15 FEET PER DETAILS. RIM ELEVATIONS SHOWN ON THISPLAN DO NOT REFLECT SUMPED ELEVATIONS.12. ALL FIRE HYDRANTS SHALL BE LOCATED 5 FEET BEHIND BACK OF CURB UNLESS OTHERWISENOTED.13. HYDRANT TYPE, VALVE, AND CONNECTION SHALL BE IN ACCORDANCE WITH CITY REQUIREMENTS.HYDRANT EXTENSIONS ARE INCIDENTAL.14. A MINIMUM OF 8 FEET OF COVER IS REQUIRED OVER ALL WATERMAIN, UNLESS OTHERWISENOTED. EXTRA DEPTH MAY BE REQUIRED TO MAINTAIN A MINIMUM OF 18" VERTICALSEPARATION TO SANITARY OR STORM SEWER LINES. EXTRA DEPTH WATERMAIN IS INCIDENTAL.15. A MINIMUM OF 18 INCHES OF VERTICAL SEPARATION AND 10 FEET OF HORIZONTAL SEPARATIONIS REQUIRED FOR ALL UTILITIES, UNLESS OTHERWISE NOTED.16. ALL CONNECTIONS TO EXISTING UTILITIES SHALL BE IN ACCORDANCE WITH CITY STANDARDS ANDCOORDINATED WITH THE CITY PRIOR TO CONSTRUCTION.17.CONNECTIONS TO EXISTING STRUCUTRES SHALL BE CORE-DRILLED.18. COORDINATE LOCATIONS AND SIZES OF SERVICE CONNECTIONS WITH THE MECHANICALDRAWINGS.19. COORDINATE INSTALLATION AND SCHEDULING OF THE INSTALLATION OF UTILITIES WITHADJACENT CONTRACTORS AND CITY STAFF.20. ALL STREET REPAIRS AND PATCHING SHALL BE PERFORMED PER THE REQUIREMENTS OF THECITY. ALL PAVEMENT CONNECTIONS SHALL BE SAWCUT. ALL TRAFFIC CONTROLS SHALL BEPROVIDED BY THE CONTRACTOR AND SHALL BE ESTABLISHED PER THE REQUIREMENTS OF THEMINNESOTA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MMUTCD) AND THE CITY. THISSHALL INCLUDE BUT NOT BE LIMITED TO SIGNAGE, BARRICADES, FLASHERS, AND FLAGGERS ASNEEDED. ALL PUBLIC STREETS SHALL BE OPEN TO TRAFFIC AT ALL TIMES. NO ROAD CLOSURESSHALL BE PERMITTED WITHOUT APPROVAL BY THE CITY.21. ALL STRUCTURES, PUBLIC AND PRIVATE, SHALL BE ADJUSTED TO PROPOSED GRADES WHEREREQUIRED. THE REQUIREMENTS OF ALL OWNERS MUST BE COMPLIED WITH. STRUCTURES BEINGRESET TO PAVED AREAS MUST MEET OWNERS REQUIREMENTS FOR TRAFFIC LOADING.22. CONTRACTOR SHALL CORDINATE ALL WORK WITH PRIVATE UTILITY COMPANIES.23. CONTRACTOR SHALL COORDINATE CONNECTION OF IRRIGATION SERVICE TO UTILITIES.COORDINATE THE INSTALLATION OF IRRIGATION SLEEVES NECESSARY AS TO NOT IMPACTINSTALLATION OF UTILITIES.24. CONTRACTOR SHALL MAINTAIN AS-BUILT PLANS THROUGHOUT CONSTRUCTION AND SUBMITTHESE PLANS TO ENGINEER UPON COMPLETION OF WORK.25.ALL JOINTS AND CONNECTIONS IN STORM SEWER SYSTEM SHALL BE GASTIGHT OR WATERTIGHT.APPROVED RESILIENT RUBBER JOINTS MUST BE USED TO MAKE WATERTIGHT CONNECTIONS TOMANHOLES, CATCHBASINS, OR OTHER STRUCTURES.GENERAL UTILITY NOTES:MANHOLE OR CATCH BASINWATER MAINUTILITY LEGEND:SANITARY SEWERSTORM SEWERCITY OF ST. LOUIS PARK UTILITY NOTES:1.RESERVED FOR CITY SPECIFIC UTILITY NOTES.MANHOLE OR CATCH BASINCATCH BASIN4931 W. 35TH ST. SUITE 200ST. LOUIS PARK, MN 55416CivilSiteGroup.comMatt Pavek Pat Sarver763-213-3944 952-250-2003COPYRIGHT 2015 CIVIL SITE GROUP INC.cISSUE/SUBMITTAL SUMMARYDATEDESCRIPTIONPARKWAY APARTMENTS 4001 & 4025 HIGHWAY 7, ST. LOUIS PARK, MN 4915 W. 35TH STREET, SUITE #102, ST. LOUIS PARK, MN 55416 SELA GROUP, LLC PROJECT ................PROJECT NUMBER:151623/11/16CITY SUBMITTALDJRARCHITECTURE, INC333 Washington Ave N, Suite 210Minneapolis, Minnesota 55401612.676.2700 www.djr-inc.com7/11/16PUD RESUBMITTAL..4/18/16PUD RESUBMITTAL6/14/16PUD RESUBMITTAL01" = 20'-0"20'-0"10'-0"NREVISION SUMMARYDATEDESCRIPTIONC4.0UTILITY PLAN............GOPHER STATE ONE CALLWWW.GOPHERSTATEONECALL.ORG(800) 252-1166 TOLL FREE(651) 454-0002 LOCAL44263Matthew R. PavekLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.6/14/16 OWNERCONTRACTORDORAN COMPANIES7803 GLENROY RD #200,MINNEAPOLIS, MN 55439952.288.2000ARCHITECTDJR ARCHITECTURE, INC.333 WASHINGTON AVENUE NUNION PLAZA, SUITE 210MINNEAPOLIS, MN 55401CONTACT: Sheldon Berg(612) 676-2719(612) 676-2796 (fax)sberg@djr-inc.comSTRUCTURALMECHANICALCIVILPARKWAY 25, LLC4915 W 35TH ST, #102SAINT LOUIS PARK, MN55416952.925.3878LANDSCAPE ARCHITECTPROJECT PARTICIPANTSCIVIL SITE GROUP4931 W 35TH ST SUITE 200ST LOUIS PARK, MN 55416612.615.0060psarver@civilsitegroup.comERICKSEN ROED ANDASSOCIATES2550 UNIVERSITY AVE WST PAUL, MN 55114651.251.7570TBDCONFLUENCE530 N 3RD ST #120MINNEAPOLIS, MN 55401CONTACT: Terry Minarik(612) 333-3702tminarik@thinkconfluence.comELECTRICALEMMANUELSON-PODAS, INC.7705 BUSH LAKE ROAD,EDINA, MN 55439952.930.0050UNIT SUMMARYTYPE LEVEL 1 LEVEL 2 LEVEL 3 LEVEL 4 LEVEL 5 TOTALSTUDIO2 000021 BEDROOM 3 12 12 12 11 501+ BEDROOM04444162 BEDROOM 1 11 11 11 9 43TOTALS627272724111PROJECT NOTES1. All work shall comply with all applicablestate and local codes and ordinances.2. Work is to be completed in accordancewith all documents including drawings,specifications, and conditions ofcontract for work.3. Refer to complete set of issuedcontract documents including drawingsand specifications of all disciplines forapplicable notes, abbreviations, andsymbols. Contractor is responsible forcoordination of work. Notify Architectof any discrepancies beforeproceeding with work.4. Food service for coordination only.Food service equipment and installationnot in contract.UNIT TYPE SUMMARYTYPE NET SF GROSS SF LEVEL 1 LEVEL 2-4 LEVEL 5 TOTALSTUDIOS1 734 SF 840 GSF1001S2 430 SF 475 GSF10011 BEDROOMA1 640 SF 699 GSF0103A2 658 SF 712 GSF03312A3a 679 SF 746 GSF1001A4 739 SF 807 GSF05015A5 814 SF 880 GSF03312A5a 845 SF 945 GSF2001A5b 819 SF 906 GSF2001A6 873 SF 944 GSF0022A7 880 SF 950 GSF0022A10 925 SF 1014 GSF00111+ BEDROOMA3 767 SF 834 GSF0228A8 901 SF 968 GSF0114A9 890 SF 967 GSF01142 BEDROOMB1 1008 SF 1082 GSF0114B2 995 SF 1090 GSF0103B3 1056 SF 1153 GSF0114B4 1314 SF 1411 GSF0022B5 1108 SF 1210 GSF0206B6 1185 SF 1264 GSF0114B7 1183 SF 1266 GSF0206B8 1209 SF 1301 GSF0011B9 1196 SF 1275 GSF0228B9a 1258 SF 1337 GSF1001B10 1295 SF 1409 GSF0114TOTALS 6 27 24 111FLOOR AREA RATIO (FAR) CALCULATIONSNAMEAREASITE1.57 ACRES (68,565.28 SF)GROSS BUILDING142,821 SFGROSS FOOTPRINT 23,329 SFFAR2.08GFAR0.34UNITS/ACRE (111/1.57) 71 UNITS/ACREBUILDING AREA SUMMARYLEVEL GSFLEVEL -1 56,099 SFLEVEL 1 23,329 SFLEVEL 2 30,337 SFLEVEL 3 30,337 SFLEVEL 4 30,337 SFLEVEL 5 28,481 SFTOTALS198,920 SFPARKING 56,099 SFRESIDENTIAL134,321 SFCOMMERCIAL 8,500 SFPARKING AND BIKE RACK CALCULATIONSUNITCOUNTBR/UNIT BEDROOMS TOTAL PARKINGSTUDIO21221 BEDROOM66166662 BEDROOM4328686TOTAL111154154TOTAL RESIDENTIAL PARKING PROVIDED154TOTAL RESIDENTIAL PARKING REQUIRED154OFFICE AREA= 5,000 GSFPARKING REQ= 1 STALL/200 GSFTOTAL OFFICE PARKING REQUIRED 5,000/200 25RESTAURANT=3,500 GSFPARKING REQ= 1 STALL/ 60 GSFTOTAL RESTAURANT REQUIRED 3,500/6058REDUCTION IN PARKING FOR TRANSIT (10% OF REQUIRED SPACES)-8TOTAL COMMERCIAL PARKING PROVIDED75TOTAL COMMERCIAL PARKING REQUIRED75GRAND TOTAL PARKING PROVIDED229GRAND TOTAL PARKING REQUIRED229RESIDENTIAL BIKE RACKS REQUIRED= 1 PER UNIT + 1/10 PARKING STALLS 111 + (154/10)127COMMERCIAL BIKE RACKS REQUIRED= 1/10 PARKING STALLS(83/10)8TOTAL BIKE RACKS REQUIRED135TOTAL BIKE RACKS PROVIDED (131 AT LEVEL -1, 14 AT LEVEL 1) 145TRASH/ RECYCLING AREAMN BUILDING CODE 1303.1500GROSS PARKING: 56,099 x .001 = 56GROSS RESIDENTIAL: 134,321 x .0025 = 336GROSS COMMERCIAL: 8,500 x .001 = 9AREA REQUIRED: 401 SFAREA PROVIDED: 1037 SFhttps://www.revisor.mn.gov/rules/?id=1303.1500LOCATION MAPSITE LOCATIONARCHITECTURE, INCCopyright 2015 DJR Architecture, IncB8333 Washington Ave N, Suite 210Minneapolis, Minnesota 55401612.676.2700 www.djr-inc.comPRINT NAMESIGNATUREREGISTRATION NUMBER DATECLIENTPARKWAY 25, LLC4915 W 35th St, #102Saint Louis Park, MN 55416952.925.3878Issue:Date:Project #:Date:Drawn by:Checked by:CONTRACTORDORAN COMPANIES7803 Glenroy Rd #200,Minneapolis, MN 55439952.288.2000STRUCTURALERICKSEN ROED AND ASSOCIATES2550 University Avenue WSt Paul, MN 55114651-251-7570CIVILCIVIL SITE GROUP4931 W 35th St. Suite 200Saint Louis Park, MN 55416612-615-0060I hereby certify that this plan, specification,or report was prepared by me or under mydirect supervision and that I am a dulyLicensed Architect under the laws of theState of Minnesota.PRELIMINARY; NOT FOR CONSTRUCTIONACDEFGH7654321LANDSCAPECONFLUENCE530 N 3RD St #120Minneapolis, MN 55401612 333-3702G000COVER SHEET4001 & 4025 Highway 25 Saint Louis Park, MNApprover07/11/201615-06607/11/2016APSBPARKWAY 25Designer PARKWAY 2515-066.00SAINT LOUIS PARK, MINNESOTASHEET INDEX - GENERALG000 COVER SHEETG100 LIFE SAFETYG200 LIFE SAFETYG300 LIFE SAFETYSHEET INDEX - ARCHITECTURALA100P FLOOR PLAN - LEVEL -1 (PLANNING)A110P FLOOR PLAN - LEVEL 1 (PLANNING)A120P FLOOR PLAN - LEVEL 2-4 (PLANNING)A150P FLOOR PLAN - LEVEL 5 (PLANNING)A160P ROOF PLAN (PLANNING)A200 EXTERIOR ELEVATIONSA201 EXTERIOR ELEVATIONSA300P BUILDING SECTIONSAS100 ARCHITECTURAL SITE PLANSHEET INDEX - CIVILC0.0 TITLE SHEETC0.1 SITE SURVEYC0.2 PRELIMINARY PLATC1.0 REMOVALS PLANC2.0 SITE PLANC3.0 GRADING PLANC4.0 UTILITY PLANC5.0 DETAILSC5.1 DETAILSC5.2 DETAILSSW1.0 SWPPP - EXISTING CONDITIONSSW1.1 SWPPP - PROPOSED CONDITIONSSW1.2 SWPPP - NARRATIVE AND DETAILSSHEET INDEX - LANDSCAPEL100 TREE PRESERVATION AND REPLACEMENT PLANL200 PRELIMINARY LANDSCAPE PLANL500 LANDSCAPE DETAILSHUD Preliminary Submittal03/4/2016PUD Submittal03/14/2016PUD Resubmittal04/18/2016PUD Second Resubmittal05/12/2016Design Development/ Pricing5/18/2016PUD Third Resubmittal6/15/2016PUD Fourth Resubmittal07/11/2016 FDFDFDFDFDFDFDFDFDFDFDFDFDFDFDFD1AACCEEF21063GHKLMNZAZBZCZDZEZF97Z3Z4ZZZ54DDZ2BB18' - 0"24' - 0"91' - 0"18' - 0"42' - 0"18' - 0"24' - 0"10' - 0"F3A300PB1A300P190' - 7 1/2"62' - 5 1/2"45' - 8"298' - 9"8J1920303536444564100111117137138158CCCCCC1CCC29PARKING158 SPACES104' - 6"194' - 3"298' - 9"12' - 6"11' - 0"27' - 6"95' - 6 25/32"66' - 5 7/32"ElectricVehicleChargingStationBIKE REPAIRELECTRICAL& MAKE UPAIREPFIRST FLOORABOVELEVEL 2-5ABOVEMAINTENANCEWATER/SPRINKLERCARWASHCTWALL MOUNTEDBIKE RACK, TYP.WALL MOUNTEDSTORAGE AT THEHEAD OF EACHSTALL, TYP.RGARAGE ACCESS RAMPPROPERTYLINESTORAGE,TYPRAMP UPAREAWELLELEVLOBBYCCCCZ6Z7CCZ85656667838499116115132 133H1A300POWNERSTORAGEBIKERACKSTENANT STORAGEZ1TENANT STORAGE14314411211431' - 1"FIRST FLOORABOVELEVEL 2-5ABOVETSTORAGEFIRST FLOORABOVEPOOL ABOVEHOT TUBABOVEBEAMABOVE86878.75.1ZG2 ' - 0 "2' - 0"DOGWASH215' - 0"ARCHITECTURE, INCCopyright 2015 DJR Architecture, IncB8333 Washington Ave N, Suite 210Minneapolis, Minnesota 55401612.676.2700 www.djr-inc.comPRINT NAMESIGNATUREREGISTRATION NUMBER DATECLIENTPARKWAY 25, LLC4915 W 35th St, #102Saint Louis Park, MN 55416952.925.3878Issue:Date:Project #:Date:Drawn by:Checked by:CONTRACTORDORAN COMPANIES7803 Glenroy Rd #200,Minneapolis, MN 55439952.288.2000STRUCTURALERICKSEN ROED AND ASSOCIATES2550 University Avenue WSt Paul, MN 55114651-251-7570CIVILCIVIL SITE GROUP4931 W 35th St. Suite 200Saint Louis Park, MN 55416612-615-0060I hereby certify that this plan, specification,or report was prepared by me or under mydirect supervision and that I am a dulyLicensed Architect under the laws of theState of Minnesota.PRELIMINARY; NOT FOR CONSTRUCTIONACDEFGH7654321LANDSCAPECONFLUENCE530 N 3RD St #120Minneapolis, MN 55401612 333-3702A100PFLOOR PLAN - LEVEL -1 (PLANNING)4001 & 4025 Highway 25 Saint Louis Park, MNApprover07/11/201615-06607/11/2016AuthorCheckerPARKWAY 25Designer 3/32" = 1'-0"B1FLOOR PLAN- LEVEL -1NHUD Preliminary Submittal03/4/2016PUD Submittal03/14/2016PUD Resubmittal04/18/2016PUD Second Resubmittal05/12/2016PUD Third Resubmittal6/15/2016PUD Fourth Resubmittal07/11/2016 UPUPUPUPUPUPA200E1A200H1A201H5A200E5Fitness1,290 SFCommunity1,835 SFM121 SFW128 SFOffice230 SFBusinessConference214 SFLobby3,242 SFA201D3A201H3A201E1A200F4Janitor34 SFCommercial3,316 SFPOOLHOT TUBMail160 SFF3A300PB1A300P31 PARKING SPACES140' - 1 3/4"24' - 8"41' - 2"156' - 1"65' - 10"SETBACK14' - 1 1/32"SETBACK19' - 6"SETBACK47' - 7 7/8"AREA WELL105' - 4"PROPERTYLINELEVEL 2ABOVELEVEL 2ABOVE1 3 ' - 6 " 4 6 ' - 5 1 /4" 5 ' - 0 "GARAGE ACCESS RAMP25 PARKINGSPACES263' - 1"EAST STAIRWEST STAIRH1A300P137' - 4"48' - 10 15/32"TRANSFORMERTRASH CHUTESSETBACK23' - 5 5/8"SETBACK72' - 11 3/4"S E T B A C K17' - 4 "ZERO LOT LINEEXTERIOR PATIO111619163113 1425Commercial 24,722 SFStudio742 SFEXTERIOR PATIO110(4) INVERTED U STYLEBIKE PARKINGCVEHICLE SHARESERVICE10 152BR1,252 SF1BR665 SF1BR849 SF1BR873 SFPARKINGBELOWStudio427 SFCC CPool Storage213 SF(3) INVERTED U STYLEBIKE PARKINGCCACCESS ALLEYPARKING BELOWRAILINGRAILING5'-0" FENCE5,000 GSF3,500 GSFCTRELLISLEVEL 2ABOVETRASH63 SFBAR23 24HENNEPIN COUNTYSIGNAL BOX TO BERELOCATEDArea WellTRENCHDRAINTRANSFORMERMen176 SFPool Equip109 SFWomen176 SFSETBACK17' - 6"DOG PARKSETBACK70' - 11 1/2"SETBACK69' - 3 1/2"15.0%5.0%4.2%4.2%NANAWALLSRESTRICTED ACCESSGATEARCHITECTURE, INCCopyright 2015 DJR Architecture, IncB8333 Washington Ave N, Suite 210Minneapolis, Minnesota 55401612.676.2700 www.djr-inc.comPRINT NAMESIGNATUREREGISTRATION NUMBER DATECLIENTPARKWAY 25, LLC4915 W 35th St, #102Saint Louis Park, MN 55416952.925.3878Issue:Date:Project #:Date:Drawn by:Checked by:CONTRACTORDORAN COMPANIES7803 Glenroy Rd #200,Minneapolis, MN 55439952.288.2000STRUCTURALERICKSEN ROED AND ASSOCIATES2550 University Avenue WSt Paul, MN 55114651-251-7570CIVILCIVIL SITE GROUP4931 W 35th St. Suite 200Saint Louis Park, MN 55416612-615-0060I hereby certify that this plan, specification,or report was prepared by me or under mydirect supervision and that I am a dulyLicensed Architect under the laws of theState of Minnesota.PRELIMINARY; NOT FOR CONSTRUCTIONACDEFGH7654321LANDSCAPECONFLUENCE530 N 3RD St #120Minneapolis, MN 55401612 333-3702A110PFLOOR PLAN - LEVEL 1 (PLANNING)4001 & 4025 Highway 25 Saint Louis Park, MNApprover07/11/201615-06607/11/2016AuthorCheckerPARKWAY 25Designer 3/32" = 1'-0"B1FLOOR PLAN - LEVEL 1NHUD Preliminary Submittal03/4/2016PUD Submittal03/14/2016PUD Resubmittal04/18/2016PUD Second Resubmittal05/12/2016PUD Third Resubmittal6/15/2016PUD Fourth Resubmittal07/11/2016 UPA200E1A200H1A201H5A200E565' - 0"157' - 0 1/2"65' - 0"33' - 6 9/32"166' - 7 3/4"A201D3A201H3A201E1A200F42BR1,183 SF2BR1,106 SF1BR658 SF1BR811 SF1BR767 SF1BR658 SF2BR1,182 SF2BR1,056 SF2BR996 SF1BR739 SF2BR1,195 SF2BR1,195 SF1BR739 SF1BR810 SF1BR740 SF1BR643 SF1BR739 SF1BR739 SF2BR1,295 SF1BR658 SF1BR889 SF1BR808 SF2BR1,179 SF2BR1,106 SF2BR1,007 SF1BR767 SF1BR900 SFF3A300PB1A300PH1A300P5' - 4"ZERO LOT LINEZERO LOT LINE144' - 11 3/8"48' - 10 19/32"56' - 11 13/32"45' - 8"SETBACK14' - 9 3/4"ALUMINIUM BALCONY5'-6" DEPTH, TYP.139' - 8 1/4"SETBACK43' - 3 3/4"SETBACK48' - 8"SETBACK18' - 6 5/8"SETBACK23' - 9 7/8"SETBACK19' - 9 31/32"SETBACK55' - 4 3/4"SETBACK53' - 4 1/4"SETBACK48' - 4 1/4"S E T B A C K4' - 0 "287'-0 1/2"ARCHITECTURE, INCCopyright 2015 DJR Architecture, IncB8333 Washington Ave N, Suite 210Minneapolis, Minnesota 55401612.676.2700 www.djr-inc.comPRINT NAMESIGNATUREREGISTRATION NUMBER DATECLIENTPARKWAY 25, LLC4915 W 35th St, #102Saint Louis Park, MN 55416952.925.3878Issue:Date:Project #:Date:Drawn by:Checked by:CONTRACTORDORAN COMPANIES7803 Glenroy Rd #200,Minneapolis, MN 55439952.288.2000STRUCTURALERICKSEN ROED AND ASSOCIATES2550 University Avenue WSt Paul, MN 55114651-251-7570CIVILCIVIL SITE GROUP4931 W 35th St. Suite 200Saint Louis Park, MN 55416612-615-0060I hereby certify that this plan, specification,or report was prepared by me or under mydirect supervision and that I am a dulyLicensed Architect under the laws of theState of Minnesota.PRELIMINARY; NOT FOR CONSTRUCTIONACDEFGH7654321LANDSCAPECONFLUENCE530 N 3RD St #120Minneapolis, MN 55401612 333-3702A120PFLOOR PLAN - LEVEL 2-4 (PLANNING)4001 & 4025 Highway 25 Saint Louis Park, MNApprover07/11/201615-06607/11/2016AuthorCheckerPARKWAY 25Designer 3/32" = 1'-0"B1FLOOR PLAN - LEVEL 3NHUD Preliminary Submittal03/4/2016PUD Submittal03/14/2016PUD Resubmittal04/18/2016PUD Second Resubmittal05/12/2016PUD Third Resubmittal6/15/2016PUD Fourth Resubmittal07/11/2016 FDFDFDFDA200E1A200H1A201H5A200E51BR872 SF1BR880 SF1BR658 SF1BR767 SF1BR811 SF2BR1,183 SF1BR658 SF2BR1,056 SF2BR926 SF2BR1,314 SF2BR1,208 SF2BR1,313 SF2BR1,296 SF1BR658 SF1BR766 SF2BR1,010 SF1BR872 SF1BR879 SF1BR811 SF1BR+904 SF1BR901 SF1BR812 SF2BR1,196 SF2BR1,196 SFA201D3A201H3A201E1A200F4F3A300PB1A300P132' - 10 1/2"65' - 0"157' - 1"64' - 10 3/4"Elec96 SFTrash/ Recycle82 SFElec65 SFTerraceTerraceTerraceTerrace159' - 10"29' - 9 25/32"139' - 6 13/32"48' - 10 19/32"61' - 10 19/32"45' - 8"ALUMINIUM BALCONY5'-6" DEPTH, TYP.Roof DeckSKYLIGHT TYP.BalconyRoof DeckRoof DeckRoof DeckH1A300PSCREEN WALLBETWEEN UNITS -CEDAR SLATS TO 8'-0"SKYLIGHT TYP.SETBACK60' - 2"SETBACK65' - 10 1/8"SETBACK55' - 5 19/32"SETBACK30' - 4 7/32"SETBACK20' - 0 3/32"SETBACK30' - 7 21/32"SETBACK24' - 3 3/8"SETBACK53' - 6 7/8"SETBACK14' - 8 1/2"SETBACK9' - 9 1/2"ARCHITECTURE, INCCopyright 2015 DJR Architecture, IncB8333 Washington Ave N, Suite 210Minneapolis, Minnesota 55401612.676.2700 www.djr-inc.comPRINT NAMESIGNATUREREGISTRATION NUMBER DATECLIENTPARKWAY 25, LLC4915 W 35th St, #102Saint Louis Park, MN 55416952.925.3878Issue:Date:Project #:Date:Drawn by:Checked by:CONTRACTORDORAN COMPANIES7803 Glenroy Rd #200,Minneapolis, MN 55439952.288.2000STRUCTURALERICKSEN ROED AND ASSOCIATES2550 University Avenue WSt Paul, MN 55114651-251-7570CIVILCIVIL SITE GROUP4931 W 35th St. Suite 200Saint Louis Park, MN 55416612-615-0060I hereby certify that this plan, specification,or report was prepared by me or under mydirect supervision and that I am a dulyLicensed Architect under the laws of theState of Minnesota.PRELIMINARY; NOT FOR CONSTRUCTIONACDEFGH7654321LANDSCAPECONFLUENCE530 N 3RD St #120Minneapolis, MN 55401612 333-3702A150PFLOOR PLAN - LEVEL 5 (PLANNING)4001 & 4025 Highway 25 Saint Louis Park, MNApprover07/11/201615-06607/11/2016AuthorCheckerPARKWAY 25Designer 3/32" = 1'-0"B1LEVEL 5- PlanningNHUD Preliminary Submittal03/4/2016PUD Submittal03/14/2016PUD Resubmittal04/18/2016PUD Second Resubmittal05/12/2016PUD Third Resubmittal6/15/2016PUD Fourth Resubmittal07/11/2016 A200E1A200H1A201H5A200E5A201D3A201H3A201E1A200F4F3A300PB1A300PH1A300P43' - 8"11' - 4 1/2"71' - 11 3/4"11' - 9 3/4"33' - 0"171' - 10"181' - 11 5/16"61' - 9 9/32"49' - 4 3/8"293' - 1"33' - 0 1/4"11' - 8 1/4"55' - 4"10' - 8"29' - 5 3/4"ROOF TOP UNITROOF TOP UNITSKYLIGHT TYP.ROOF TOPUNITSLOPESLOPESLOPESLOPEFLOOR BELOWSLOPES L O P E S L O P E S L O P E SLOPESLOPEFLOOR BELOWSLOPESLOPESLOPESLOPESLOPESKYLIGHT TYP.3'-0"x 4'-0"SLOPESKYLIGHT TYP.MAKE UP AIRTRASH CHUTEVENT, TYP.MAKE UP AIRRDRDRDRDOFRDSKYLIGHT TYP.3'-0"x 4'-0"NELEVATOROVERRUNSLOPESLOPERDOFRDOFRDOFRDOFRDOFRDRD140' - 2 5/32"4 ' - 0 "8' - 0"ARCHITECTURE, INCCopyright 2015 DJR Architecture, IncB8333 Washington Ave N, Suite 210Minneapolis, Minnesota 55401612.676.2700 www.djr-inc.comPRINT NAMESIGNATUREREGISTRATION NUMBER DATECLIENTPARKWAY 25, LLC4915 W 35th St, #102Saint Louis Park, MN 55416952.925.3878Issue:Date:Project #:Date:Drawn by:Checked by:CONTRACTORDORAN COMPANIES7803 Glenroy Rd #200,Minneapolis, MN 55439952.288.2000STRUCTURALERICKSEN ROED AND ASSOCIATES2550 University Avenue WSt Paul, MN 55114651-251-7570CIVILCIVIL SITE GROUP4931 W 35th St. Suite 200Saint Louis Park, MN 55416612-615-0060I hereby certify that this plan, specification,or report was prepared by me or under mydirect supervision and that I am a dulyLicensed Architect under the laws of theState of Minnesota.PRELIMINARY; NOT FOR CONSTRUCTIONACDEFGH7654321LANDSCAPECONFLUENCE530 N 3RD St #120Minneapolis, MN 55401612 333-3702A160PROOF PLAN (PLANNING)4001 & 4025 Highway 25 Saint Louis Park, MNApprover07/11/201615-06607/11/2016AuthorCheckerPARKWAY 25Designer 3/32" = 1'-0"B1ROOF PLANHUD Preliminary Submittal03/4/2016PUD Submittal03/14/2016PUD Resubmittal04/18/2016PUD Second Resubmittal05/12/2016PUD Third Resubmittal6/15/2016PUD Fourth Resubmittal07/11/2016 LEVEL 1100' - 0"LEVEL 2116' - 0"LEVEL 3126' - 7 7/8"LEVEL 4137' - 3 3/4"LEVEL 5147' - 11 5/8"ACET.O. PARAPET161' - 7"DBPREFINISHED METALPARAPETMETAL PANEL 1METAL PANEL 2ALUMINUM BALCONIESWITH GLASS RAILINGSSTONE VENEERPREFINISHED METALWRAPPED COLUMNCONCRETE COLUMNALUMINIUM STOREFRONTPREFINISHED METAL CANOPYT.O. OVERHANGINGROOF163' - 1 3/4"T.O SLAB @ EASTTENANT97' - 8"ABCDEFGHLEVEL 1100' - 0"LEVEL 2116' - 0"T.O. Footing87' - 7"LEVEL -188' - 8"LEVEL 3126' - 7 7/8"LEVEL 4137' - 3 3/4"TRUSS BEARING158' - 0 3/4"LEVEL 5147' - 11 5/8"6397T.O. PARAPET161' - 7"STONE VENEERMETAL PANEL 1METAL PANEL 2ALUMINUM BALCONIESWITH GLASS RAILINGSPREFINISHED METALPARAPETPREFINISHED METALPARAPET CAPCONCRETE COLUMNS85T.O. OVERHANGINGROOF163' - 1 3/4"BRICK VENEERSTUCCOT.O SLAB @ EASTTENANT97' - 8"LEVEL 1100' - 0"LEVEL 2116' - 0"LEVEL 3126' - 7 7/8"LEVEL 4137' - 3 3/4"TRUSS BEARING158' - 0 3/4"LEVEL 5147' - 11 5/8"12637T.O. PARAPET161' - 7"4PREFINISHED METALPARAPETMETAL PANEL 1PREFINISHED METALPARAPET CAPALUMINUM BALCONIESWITH GLASS RAILINGSSTONE VENEERALUMINIUM STOREFRONTMETAL PANEL 285T.O. OVERHANGINGROOF163' - 1 3/4"STUCCOSTONE VENEERT.O SLAB @ EASTTENANT97' - 8"ALUMINUM RAILINGALUMINUM RAILWITH GLASSINFILLLEVEL 1100' - 0"LEVEL 2116' - 0"LEVEL 3126' - 7 7/8"LEVEL 4137' - 3 3/4"TRUSS BEARING158' - 0 3/4"LEVEL 5147' - 11 5/8"ZAZBZCZDZEZFT.O. PARAPET161' - 7"PREFINISHED METALPARAPETPREFINISHED METALWRAPPED COLUMNSMETAL PANEL 1METAL PANEL 2ALUMINUM BALCONIESWITH GLASS RAILINGSSTONE VENEERALUMINIUM STOREFRONTCONCRETE COLUMN62' - 7"T.O. OVERHANGINGROOF163' - 1 3/4"10' - 1 1/8"10' - 7 7/8"10' - 7 7/8"10' - 7 7/8"16' - 0"ZE.6T.O SLAB @ EASTTENANT97' - 8"ZGBUILDING MATERIAL BY ELEVATIONElevation MaterialClass%ABrickClass 19.6%StoneClass 113.1%StuccoClass 111.3%GlassClass 135.4%MetalClass 230.6%Total Class 1 69.4%Total Class 2 30.6%BStoneClass 115.7%GlassClass 147.1%MetalClass 237.2%Total Class 1 62.8%Total Class 2 37.2%CStoneClass 125.8%GlassClass 147.6%MetalClass 226.6%Total Class 1 73.4%Total Class 2 26.6%DStoneClass 123.8%StuccoClass 19.5%GlassClass 137.4%MetalClass 229.3%Total Class 1 70.7%Total Class 2 29.3%EStoneClass 13.1%BrickClass 112.7%StuccoClass 123.6%GlassClass 131.9%MetalClass 228.7%Total Class 1 71.0%Total Class 2 29.0%FBrickClass 110.2%StoneClass 11.9%StuccoClass 118.1%GlassClass 140.3%MetalClass 229.5%Total Class 1 70.5%Total Class 2 29.5%GStuccoClass 141.8%GlassClass 144.0%MetalClass 214.2%Total Class 1 85.8%Total Class 2 14.2%HStuccoClass 113.5%BrickClass 124.4%GlassClass 130.5%MetalClass 131.6%Total Class 1 68.4%Total Class 2 31.6%Grand Total Class 169.2%Class 230.8%ARCHITECTURE, INCCopyright 2015 DJR Architecture, IncB8333 Washington Ave N, Suite 210Minneapolis, Minnesota 55401612.676.2700 www.djr-inc.comPRINT NAMESIGNATUREREGISTRATION NUMBER DATECLIENTPARKWAY 25, LLC4915 W 35th St, #102Saint Louis Park, MN 55416952.925.3878Issue:Date:Project #:Date:Drawn by:Checked by:CONTRACTORDORAN COMPANIES7803 Glenroy Rd #200,Minneapolis, MN 55439952.288.2000STRUCTURALERICKSEN ROED AND ASSOCIATES2550 University Avenue WSt Paul, MN 55114651-251-7570CIVILCIVIL SITE GROUP4931 W 35th St. Suite 200Saint Louis Park, MN 55416612-615-0060I hereby certify that this plan, specification,or report was prepared by me or under mydirect supervision and that I am a dulyLicensed Architect under the laws of theState of Minnesota.PRELIMINARY; NOT FOR CONSTRUCTIONACDEFGH7654321LANDSCAPECONFLUENCE530 N 3RD St #120Minneapolis, MN 55401612 333-3702A200EXTERIOR ELEVATIONS4001 & 4025 Highway 25 Saint Louis Park, MNApprover07/11/201615-06607/11/2016APSBPARKWAY 25Designer 3/32" = 1'-0"H1NORTH EXTERIOR ELEVATION C- CSAH25 3/32" = 1'-0"E5WEST EXTERIOR ELEVATION A 3/32" = 1'-0"E1EAST EXTERIOR ELEVATION D-GLENHURST AVE 3/32" = 1'-0"F4NORTH EXTERIOR ELEVATION- CSAH 25HUD Preliminary Submittal03/4/2016PUD Submittal03/14/2016PUD Resubmittal04/18/2016PUD Second Resubmittal05/12/2016Design Development/ Pricing5/18/2016PUD Third Resubmittal6/15/2016PUD Fourth Resubmittal07/11/2016 LEVEL 1100' - 0"LEVEL 2116' - 0"LEVEL 3126' - 7 7/8"LEVEL 4137' - 3 3/4"TRUSS BEARING158' - 0 3/4"LEVEL 5147' - 11 5/8"12637T.O. PARAPET161' - 7"4PREFINISHED METALPARAPETPREFINISHED METALWRAPPED COLUMNSBRICK VENEERMETAL PANEL 2METAL PANEL 1ALUMINIUM BALCONIESWITH ALUMINUM RAILINGSALUMINIUM STOREFRONT85STUCCO 1T.O. OVERHANGINGROOF163' - 1 3/4"T.O SLAB @ EASTTENANT97' - 8"LEVEL 1100' - 0"LEVEL 2116' - 0"LEVEL 3126' - 7 7/8"LEVEL 4137' - 3 3/4"TRUSS BEARING158' - 0 3/4"LEVEL 5147' - 11 5/8"6397T.O. PARAPET161' - 7"PREFINISHED METALPARAPETMETAL PANEL 1STUCCO 1ALUMINIUM BALCONIESWITH ALUMINUM RAILINGSBRICK VENEERCONCRETE COLUMN85METAL PANEL 2T.O. OVERHANGINGROOF163' - 1 3/4"92' - 7"101' - 7"T.O SLAB @ EASTTENANT97' - 8"SOLDIER COURSE13' - 0"11' - 6"102' - 0"3' - 6"LEVEL 1100' - 0"LEVEL 2116' - 0"LEVEL 3126' - 7 7/8"LEVEL 4137' - 3 3/4"TRUSS BEARING158' - 0 3/4"LEVEL 5147' - 11 5/8"ACEFGHKLMT.O. PARAPET161' - 7"DBPREFINISHED METALPARAPETMETAL PANEL 1ALUMINIUM BALCONIESWITH ALUMINUM RAILINGSSTUCCOMETAL PANEL 2STUCCO 1ALUMINIUM STOREFRONTNANAWALLCONCRETE COLUMNJT.O. OVERHANGINGROOF163' - 1 3/4"STUCCOBRICK VENEERALUMINIUM BALCONIESWITH ALUMINUM RAILINGST.O SLAB @ EASTTENANT97' - 8"LEVEL 1100' - 0"LEVEL 2116' - 0"LEVEL 3126' - 7 7/8"LEVEL 4137' - 3 3/4"TRUSS BEARING158' - 0 3/4"LEVEL 5147' - 11 5/8"ZAZBZCZDZET.O. PARAPET161' - 7"METAL PANEL 1PREFINISHED METALPARAPETSTUCCO 1ALUMINIUM BALCONIESWITH ALUMINUMRAILINGSALUMINIUMSTOREFRONTNANAWALLT.O. OVERHANGINGROOF163' - 1 3/4"T.O SLAB @ EASTTENANT97' - 8"ARCHITECTURE, INCCopyright 2015 DJR Architecture, IncB8333 Washington Ave N, Suite 210Minneapolis, Minnesota 55401612.676.2700 www.djr-inc.comPRINT NAMESIGNATUREREGISTRATION NUMBER DATECLIENTPARKWAY 25, LLC4915 W 35th St, #102Saint Louis Park, MN 55416952.925.3878Issue:Date:Project #:Date:Drawn by:Checked by:CONTRACTORDORAN COMPANIES7803 Glenroy Rd #200,Minneapolis, MN 55439952.288.2000STRUCTURALERICKSEN ROED AND ASSOCIATES2550 University Avenue WSt Paul, MN 55114651-251-7570CIVILCIVIL SITE GROUP4931 W 35th St. Suite 200Saint Louis Park, MN 55416612-615-0060I hereby certify that this plan, specification,or report was prepared by me or under mydirect supervision and that I am a dulyLicensed Architect under the laws of theState of Minnesota.PRELIMINARY; NOT FOR CONSTRUCTIONACDEFGH7654321LANDSCAPECONFLUENCE530 N 3RD St #120Minneapolis, MN 55401612 333-3702A201EXTERIOR ELEVATIONS4001 & 4025 Highway 25 Saint Louis Park, MNApprover07/11/201615-06607/11/2016APSBPARKWAY 25Designer 3/32" = 1'-0"H3EXTERIOR ELEVATION F 3/32" = 1'-0"E1EXTERIOR ELEVATION H 3/32" = 1'-0"H5EXTERIOR ELEVATION E 3/32" = 1'-0"D3EXTERIOR ELEVATION GHUD Preliminary Submittal03/4/2016PUD Submittal03/14/2016PUD Resubmittal04/18/2016PUD Second Resubmittal05/12/2016Design Development/ Pricing5/18/2016PUD Third Resubmittal6/15/2016PUD Fourth Resubmittal07/11/2016 LEVEL 2116' - 0"LEVEL -188' - 8"LEVEL 3126' - 7 7/8"LEVEL 4137' - 3 3/4"TRUSS BEARING158' - 0 3/4"LEVEL 5147' - 11 5/8"21063977.9T.O. PARAPET161' - 7"1.48GARAGEAMENITYPOOL AREA1BR1BR1BR2BR1BR1BR1BR1BR55' - 6"VIEW LINET.O. OVERHANGINGROOF163' - 1 3/4"9.97.55.97.67.46.5T.O SLAB @ EASTTENANT97' - 8"LEVEL 1100' - 0"LEVEL 2116' - 0"LEVEL -188' - 8"LEVEL 3126' - 7 7/8"LEVEL 4137' - 3 3/4"TRUSS BEARING158' - 0 3/4"LEVEL 5147' - 11 5/8"ACELMNT.O. PARAPET161' - 7"A.1DD.6BVIEW LINEVIEW LINE5' - 6"1BR1BR1BR2BR1BR1BR1BR2BR1BR1BR1BR2BR1BR1BR1BR2BR1BRCOMMERCIALGARAGEPOOL AREAT.O. OVERHANGINGROOF163' - 1 3/4"1BRM.9T.O SLAB @ EASTTENANT97' - 8"Minnesota 7Service RoadW 31st StApartmentBuildingApartmentBuildingProposed BuildingApartmentBuildingMixed-UseBuildingProposedBuildingGlenhurstAvenueFranceAvenueLEVEL 1100' - 0"LEVEL 2116' - 0"T.O. Footing87' - 7"LEVEL -188' - 8"LEVEL 3126' - 7 7/8"LEVEL 4137' - 3 3/4"TRUSS BEARING158' - 0 3/4"LEVEL 5147' - 11 5/8"T.O. PARAPET161' - 7"63' - 1"7' - 1 3/8"8' - 0"3/4"2' - 7 1/8"8' - 0"3/4"1' - 6"9' - 1 1/8"3/4"1' - 6"9' - 1 1/8"1' - 0"15' - 0"3' - 6 1/4"10' - 1 1/8"1' - 6 3/4"9' - 1 1/8"1' - 6 3/4"9' - 1 1/8"1' - 6 3/4"9' - 1 1/8"16' - 0"11' - 4"TYPICAL FOUNDATION WALL12" THICK CIP CONCRETEW.P. MEMBRANE2" RIGID INSULATION R-7.5TYPICAL GARAGE FLOOR4" CONCRETE SLABVAPOR BARRIER6" COMPACTED GRANULAR FILL12" CIP POST TENSIONCONCRETE SLABFIBER GLASS WINDOWTYPICAL WD STUD WALL5/8" TYPE X GWB3" SPRAY APPLIED INSULATION2X6 WD STUDS 16" O.C.5/8" EXTERIOR SHEATHINGBUILDING WRAPALUMINIUM PANEL SYSTEMTYPICAL MTL STUD WALL5/8" TYPE X GWB3" SPRAYED APPLIED INSULATION6" MTL STUD 16" O.C.5/8" EXTERIOR SHEATHINGBUILDING WRAP1 1/2" CONTINUOUS INSULATION1 3/8" AIR SPACE3 5/8" STONE VENEER12" CIP POST TENSIONCONCRETE SLABTYPICAL ROOF-FULLY ADHERED SINGLEPLY MEMBRANE-PREFINISHED METAL PARAPET-SLOPED RIGID INSULATION-5/8" ROOF DECKING-24" DEEP ROOF TRUSSES 24" O.C.-BLOWN-IN INSULATION- FULL HEIGHTR-49-(2) LAYERS TYPE X GWBT.O. OVERHANGINGROOF163' - 1 3/4"STONE CAPT.O SLAB @ EASTTENANT97' - 8"ARCHITECTURE, INCCopyright 2015 DJR Architecture, IncB8333 Washington Ave N, Suite 210Minneapolis, Minnesota 55401612.676.2700 www.djr-inc.comPRINT NAMESIGNATUREREGISTRATION NUMBER DATECLIENTPARKWAY 25, LLC4915 W 35th St, #102Saint Louis Park, MN 55416952.925.3878Issue:Date:Project #:Date:Drawn by:Checked by:CONTRACTORDORAN COMPANIES7803 Glenroy Rd #200,Minneapolis, MN 55439952.288.2000STRUCTURALERICKSEN ROED AND ASSOCIATES2550 University Avenue WSt Paul, MN 55114651-251-7570CIVILCIVIL SITE GROUP4931 W 35th St. Suite 200Saint Louis Park, MN 55416612-615-0060I hereby certify that this plan, specification,or report was prepared by me or under mydirect supervision and that I am a dulyLicensed Architect under the laws of theState of Minnesota.PRELIMINARY; NOT FOR CONSTRUCTIONACDEFGH7654321LANDSCAPECONFLUENCE530 N 3RD St #120Minneapolis, MN 55401612 333-3702A300PBUILDING SECTIONS4001 & 4025 Highway 25 Saint Louis Park, MNApprover07/11/201615-06607/11/2016AuthorCheckerPARKWAY 25Designer 1/16" = 1'-0"F3NORTH-SOUTH SITE SECTION LOOKINGEAST 1/16" = 1'-0"H1EAST-WEST STIE SECTION LOOKINGNORTH 1" = 30'-0"G7SECTION THROUGH GLENHURSTAVENUE S 1" = 30'-0"H5SECTION THROUGH MN 7 SERVICEROADHUD Preliminary Submittal03/4/2016PUD Submittal03/14/2016PUD Resubmittal04/18/2016PUD Second Resubmittal05/12/2016Design Development/ Pricing5/18/2016PUD Third Resubmittal6/15/2016PUD Fourth Resubmittal07/11/2016 1/4" = 1'-0"B1TYPICAL WALL SECTION RAMP DOWNPOOLMN 7 SERVICE ROADGLENHURST AVENUE SCOMMERCIAL PARKING 31 SPACESPROPERTYLINEPROPERTYLINE6 ON STREETPARKING STALLSSETBACK LEVEL 247' - 7 7/8"DOG PARKAIR EXHAUSTWELLAIR INTAKEWELLPLAZA/SEATINGTRANSFORMERTRANSFORMERLINE OFBUILDINGABOVE18' - 0"24' - 0"5'-0" FENCEMWPOOLEQUIPTYP9' - 0"RESTAURANT3500 GSF60 SPACES REQ'DAMENITYHOT TUBCOMMERCIAL 14000 GSFLOBBY/ AMMENITY1811 GSFINGLEWOOD AVENUE SPHASE IIPHASE IPHASE IIPHASE I4,000 SF COMMERCIAL45 UNITSSHARED COMMERCIAL LOT56 SPACESSTUDIO8500 SF COMMERCIAL111 UNITSVEHICLE SHARESERVICEPROPERTY LINELANDSCAPE AREAFITNESS/OFFICETENANT5000 GSF25 PARKINGSPACED REQ'D3 ON STREET PARKING SPACES1101125263233434456RESIDENTIALPHASE IIGREEN SPACEBIKEPARKINGSTORAGEALLEYPARKING PHASE ICOMMERCIAL SPACES REQ'D PHASE 1 -85 SPACES (58 RESTAURANT + 25 FITNESS) - 10% TRANSIT REDUCTION = 75 SPACES REQ'DUNDERGROUND PARKINGRESIDENTIAL- 154 SPACESCOMMERCIAL- 4 SPACESON GRADEEAST LOT - 31 SPACESWEST LOT - 25 SPACESSHARED PARKING AGREEMENT- 9 SPACESSTREET PARKINGGLENHURST - 6 SPACESCOMMERCIAL TOTALPROVIDED - 75 SPACESREQUIRED - 75 SPACESPARKING PHASE IICOMMERCIAL SPACES REQ'D PHASE 1 -85 SPACES (58 RESTAURANT + 25 FITNESS) - 10% TRANSIT REDUCTION = 75 SPACES REQ'DCOMMERCIAL SPACES REQ'D PHASE 2 -16 SPACES (16 COMMERCIAL) - 10% TRANSIT REDUCTION = 15 SPACES REQ'DTOTAL COMMERCIAL SPACES REQ'D= 90 SPACES REQ'DUNDERGROUND PARKINGCOMMERCIAL- 4 SPACESON GRADEEAST LOT- 31 SPACESWEST LOT- 56 SPACESSTREET PARKINGGLENHURST - 6 SPACESINGLEHART- 3 SPACESCOMMERCIAL TOTALPROVIDED - 100 SPACESREQUIRED - 90 SPACES2BR1292GSF2BR1202GSF1BR829GSF1BR829GSF1BR821GSFSTUDIO593GSF2BR1115SF1BR744GSF1BR744GSFGREEN ROOFRAMP DOWNPOOLMN 7 SERVICE ROADGLENHURST AVENUE SCOMMERCIAL PARKING31 SPACESPROPERTYLINE6 ON STREETPARKING STALLSSETBACK LEVEL 247' - 7 7/8"DOG PARKAIR EXHAUSTWELLAIR INTAKEWELLPLAZA/SEATINGTRANSFORMERTRANSFORMERLINE OFBUILDINGABOVE18' - 0"24' - 0"18' - 0"5'-0" FENCEMWPOOLEQUIPTYP9' - 0"RESTAURANT3500 GSF60 SPACES REQ'DAMENITYHOT TUBINGLEWOOD AVENUE SEXISTINGPHASE IEXISTINGPHASE ISTUDIO8500 SF COMMERCIAL111 UNITSVEHICLE SHARESERVICEPROPERTY LINELANDSCAPE AREAFITNESS/OFFICETENANT5000 GSF25 PARKINGSPACED REQ'D11012BIKEPARKINGSTORAGE1325EXISTING BUILDINGCOMMERCIAL PARKING18 SPACES*20 WITH RESTRIPPINGAND ADDT'L PARKINGCOMMERCIAL PARKING10 SPACESALLEY18' - 0"24' - 0"18' - 0"COMMERCIAL PARKING25 SPACESTYP8' - 6"COMMERCIAL PARKING25 SPACESOutdoor Recreation Plaza10,739 SFDog Park802 SFARCHITECTURE, INCCopyright 2015 DJR Architecture, IncB8333 Washington Ave N, Suite 210Minneapolis, Minnesota 55401612.676.2700 www.djr-inc.comPRINT NAMESIGNATUREREGISTRATION NUMBER DATECLIENTPARKWAY 25, LLC4915 W 35th St, #102Saint Louis Park, MN 55416952.925.3878Issue:Date:Project #:Date:Drawn by:Checked by:CONTRACTORDORAN COMPANIES7803 Glenroy Rd #200,Minneapolis, MN 55439952.288.2000STRUCTURALERICKSEN ROED AND ASSOCIATES2550 University Avenue WSt Paul, MN 55114651-251-7570CIVILCIVIL SITE GROUP4931 W 35th St. Suite 200Saint Louis Park, MN 55416612-615-0060I hereby certify that this plan, specification,or report was prepared by me or under mydirect supervision and that I am a dulyLicensed Architect under the laws of theState of Minnesota.PRELIMINARY; NOT FOR CONSTRUCTIONACDEFGH7654321LANDSCAPECONFLUENCE530 N 3RD St #120Minneapolis, MN 55401612 333-3702AS100ARCHITECTURAL SITE PLAN4001 & 4025 Highway 25 Saint Louis Park, MNApprover07/11/201615-06607/11/2016AuthorCheckerPARKWAY 25Designer 1" = 30'-0"B1ARCHITECTURAL SITE PLANN 1" = 30'-0"F6Phase II- Level 2-5 1" = 30'-0"B4ARCHITECTURAL SITE PLAN 1" = 50'-0"G6DESIGNATED OUTDOOR RECREATIONAREA (DORA)PUD Second Resubmittal05/12/2016Design Development/ Pricing5/18/2016PUD Third Resubmittal6/15/2016PUD Fourth Resubmittal07/11/2016 # Date CommentsRevisionsThese drawings are for conceptual use onlyand are not intended for construction. Valuesrepresented are an approximation generated frommanufacturers photometric inhouse or independentlab tests with data supplied by lamp manufacturers.Date:7/11/201624x36Scale: 1" = 20'Parkway 25Site LightingLS952-2064Drawn By: Joe FreySales Agent: Steve HahnScale: 1 inch= 20 Ft.RAMP DOWNPOOLMN 7 SERVICE ROADGLENHURST AVENUE SCOMMERCIAL PARKING 26 SPACESPROPERTYLINEPROPERTYLINE6 ON STREETPARKING STALLSCOMMERCIALPARKING 26SPACESSETBACK LEVEL 248' - 0"URBAN PLAZA/DROP-OFFBIKEPARKINGCOMMERCIALTRASHDOG PARKSETBACK53' - 0"AIR EXHAUSTWELLAIR INTAKEWELL5' - 0"10' - 0"PLAZA/SEATINGTRANSFORMERTRANSFORMERLINE OFBUILDINGABOVE18' - 0"25' - 0"18' - 0"5'-0" FENCEMWPOOLEQUIPTYP9' - 0"COMMERCIALTRASHOFFICEOFFICECOFFEEAMENITY9 ON STREETPARKING SPACESTRANSFORMERBARBIKEPARKINGHOTTUBCMH: 10MH: 10CCMH: 10MH: 10CCMH: 10CMH: 10CMH: 10DMH: 3.5DMH: 3.5DMH: 3.5DMH: 3.5MH: 3.5DMH: 10BBMH: 10MH: 10CCMH: 10MH: 10CDMH: 3.5MH: 3.5DEMH: 13MH: 13EEMH: 13MH: 13EMH: 13EEMH: 13MH: 13EAAAMH: 18MH: 18AAAMH: 18AAABMH: 10MH: 18AAA0.24 0.23 0.17 0.20 0.23 0.25 0.24 0.30 0.44 0.33 0.29 0.20 0.13 0.05 0.05 0.10 0.23 0.42 0.59 1.00 1.47 1.48 1.03 0.67 0.51 0.50 0.54 0.71 1.14 1.54 1.38 0.91 0.53 0.36 0.18 0.07 0.030.59 0.73 0.57 0.51 0.61 0.77 0.77 1.14 3.74 5.21 5.13 3.67 0.73 0.13 0.08 0.14 0.38 1.00 1.53 1.73 2.03 1.99 1.75 1.54 1.20 0.91 1.31 1.60 2.07 2.10 1.88 1.57 1.43 0.87 0.32 0.11 0.050.92 1.67 1.62 0.84 1.15 1.76 1.92 1.665.81 6.17 4.87 4.80 0.55 0.12 0.09 0.18 0.84 1.98 2.03 1.95 1.97 2.00 2.09 1.06 0.48 1.21 2.16 1.99 1.99 1.90 2.00 1.84 0.74 0.15 0.07 0.041.20 1.88 2.04 1.18 1.35 3.40 4.89 2.706.31 0.95 0.16 0.13 0.17 0.50 0.90 1.31 1.48 1.50 1.43 1.07 0.65 0.35 0.63 0.97 1.37 1.49 1.45 1.30 0.90 0.42 0.11 0.07 0.061.70 2.17 1.96 1.50 1.47 3.63 5.16 2.866.73 3.67 3.92 2.56 0.91 0.18 0.20 0.30 0.33 0.41 0.54 0.58 0.46 0.20 0.14 0.22 0.31 0.30 0.32 0.30 0.19 0.11 0.10 0.21 0.222.11 2.44 1.92 1.75 1.73 2.66 2.85 2.509.63 6.47 7.11 6.28 2.51 0.30 0.10 0.07 0.08 0.18 0.63 1.51 1.76 0.18 0.07 0.05 0.04 0.05 0.05 0.05 0.04 0.02 0.19 1.04 1.012.13 2.93 2.29 1.76 1.79 2.52 2.67 2.391.410.01 0.01 0.02 0.02 0.07 0.61 4.31 7.85 0.75 0.120.39 4.61 3.331.95 3.39 3.23 1.56 1.59 3.64 5.09 2.940.76 2.36 2.08 1.38 0.28 0.13 0.04 0.02 0.02 0.03 0.37 6.57 22.48 2.23 0.151.27 18.84 7.171.98 3.34 3.26 1.56 1.60 3.73 5.25 2.961.27 4.93 18.98 17.29 8.54 0.52 0.06 0.02 0.01 0.02 0.33 6.70 29.78 3.18 0.231.37 21.12 5.772.02 2.84 2.34 1.77 1.77 2.69 2.87 2.520.88 2.24 6.38 13.96 12.56 3.20 0.65 0.11 0.03 0.03 0.41 4.80 11.71 1.57 0.701.19 17.40 7.032.11 2.40 1.92 1.77 1.75 2.41 2.55 2.290.15 0.14 0.36 1.27 2.96 1.72 0.48 0.10 0.04 0.10 0.56 1.93 2.76 1.63 3.040.37 4.16 3.171.82 2.21 1.93 1.52 1.47 3.51 4.91 2.870.01 0.02 0.01 0.07 0.46 0.57 0.22 0.07 0.04 0.11 0.29 0.55 0.70 2.93 11.100.27 1.79 1.821.24 1.99 2.01 1.14 1.35 3.55 5.09 2.810.00 0.01 0.02 0.09 0.15 0.09 0.04 0.03 0.05 0.10 0.14 0.30 7.36 21.710.35 4.15 3.580.98 1.77 1.63 0.82 1.19 2.14 2.40 2.000.02 0.04 0.03 0.02 0.02 0.02 0.04 0.06 0.20 5.75 18.490.97 17.53 8.690.63 0.74 0.59 0.54 0.680.01 0.01 0.01 0.02 0.05 0.14 2.43 7.601.01 19.59 6.670.26 0.24 0.18 0.24 0.030.01 0.03 0.04 0.83 1.911.01 17.70 9.020.11 0.10 0.08 0.03 0.020.39 5.79 5.160.05 0.05 0.04 0.09 0.19 0.10 0.203.57 5.16 4.180.64 9.38 6.820.06 0.22 0.95 3.41 4.53 2.54 2.19 2.63 6.27 6.17 1.86 1.50 2.361.51 21.41 9.615.76 17.73 27.41 24.80 2.50 1.85 2.28 10.60 3.41 3.39 5.62 4.53 1.731.53 22.31 9.659.52 3.20 1.12 0.90 1.13 1.40 2.22 9.99 3.22 2.02 2.01 2.82 4.380.59 9.07 6.530.42 0.51 0.62 0.84 1.22 1.43 3.37 4.50 3.54 6.61 4.50 1.80 1.68 3.62 5.050.17 2.79 4.330.27 0.45 0.66 0.93 1.19 1.69 8.78 2.95 1.58 1.51 3.00 3.65 3.30 0.110.24 2.32 10.310.40 0.52 0.78 1.57 3.63 2.23 1.65 1.40 1.26 1.21 1.11 0.90 0.95 0.59 0.04 0.05 0.21 5.95 21.751.77 8.64 18.87 10.89 4.01 0.73 0.50 0.61 1.63 3.53 2.73 0.12 0.07 0.19 5.30 20.4916.97 13.61 2.98 0.73 0.28 1.76 12.04 12.86 0.43 0.11 0.16 1.71 9.050.55 0.17 1.44 13.29 18.16 0.49 0.08 0.06 0.79 2.2316.00 15.82 0.40 0.07 0.03 0.22 0.430.06 0.02 0.06Luminaire ScheduleSymbolQtyLabelArrangementLumensLLFDescriptionLum. WattsTotal Watts3BSINGLEN.A.0.850MaxLite - QM2AU7T350WPB 10'MH56.521169.563Calculation SummaryLabelCalcTypeUnitsAvgMaxMinAvg/MinMax/MinSiteIlluminanceFc2.6429.78LPD Area SummaryLabelAreaTotal WattsLPD0.00N.A.N.A.ParkingIlluminanceFcSite856762631.4460.0311.577.850.01157.00785.0010CSINGLEN.A.0.850LSi - XDLMB-3-LED-SS-CW-UE-BRZ-SA4-S-12'MH136.513657DSINGLEN.A.0.850LSi - XBVR-ID-LED-24-400-CW-UE-BRZ 42in MH382667ESINGLEN.A.0.850LSi - XSL2-5A-LED-50-HO-CW-120-WHT-CMT-13'MH86.4604.84AAASINGLEN.A.0.850MaxLite - QM2AU7T350PMB 18'MH56.521226.084 Planning Commission Meeting Date: July 20, 2016 Agenda Item: 3B 3B. “10 West”–Preliminary and Final PUD; Preliminary and Final Plat Location: 1601 Utica Avenue Case Nos.: 16-25-S, 16-26-PUD Applicant: Kevin Pfeiffer, Ryan Companies Tom Tracy, OP4 SLP LLC Recommended Motions: Motion to recommend approval of the Preliminary and Final Planned Unit Development and Preliminary and Final Plat subject to the conditions recommended by Staff. REQUEST: Ryan Companies and OP4 SLP LLC are requesting a Preliminary and Final Planned Unit Development (PUD) to allow construction of an 11-story, 335,710 square foot Class A office tower. The building is the fourth phase of the Central Park West PUD and features a 3,200 sf ground floor coffee shop/deli, outdoor meeting space, a fitness facility, 114 space indoor bike storage room and locker rooms. The PUD is a rezoning of the property and zoning text amendment under the City’s PUD ordinance. The applicant is also requesting a Preliminary and Final Plat to subdivide the existing Outlot A into two new additions, one for the proposed North Tower and one for a future South Tower, still in concept. SITE INFORMATION: Site Area: 3.54 acres Current Zoning: O-Office Proposed Zoning: PUD-Planned Unit Development Comprehensive Plan: O-Office Current Use: Parking Lot Meeting of July 20th, 2016 Page 2 Subject: 10 West End Surrounding Land Uses: North: Six-story apartment building (under construction), future hotel, and future apartments. East: Lilac Drive, Highway 100 South: Parking, HealthPartners building West: Utica Avenue South, 1550 and 1600 Office Towers BACKGROUND: The proposed redevelopment site lies southwest of Highway 100 and Interstate 394. The site is designated as Phase IV of the Central Park West PUD and lies within the cities of St. Louis Park and Golden Valley. The office tower is within the City of St. Louis Park boundary, and the parking lot is primarily in Golden Valley. As part of the larger Central Park West PUD, this site has a variety of agreements already in place to control access, parking, and civic space. The development will have a total of 1,214 parking spaces in a seven-level parking ramp. This ramp will be expanded to approximately 2,500 spaces with the addition of a second planned office building. There are a few surface parking spaces located to the south of the building. The building will connect to the shared linear park and will provide additional bike access through the space, to the building’s bike room, fitness space, and employee locker rooms. PRELIMINARY AND FINAL PLAT ANALYSIS: As part of the overall Central Park West Planned Unit Development, this area was platted as Lot 1, Block 1, and Outlot A, Central Park West P.U.D No. 121 on May 8, 2015. In order to construct the new 10 West End office building, Outlot A needs to be platted into a lot and block description. Also, in order to suit the design of the north property line is being adjusted. Drainage and utility easements will be provided between the two sites and surrounding the parcel adjacent to the proposed right-of-way. The plat will be named Central Park West P.U.D No. 121 Second Addition. Lots: Lot 1, Block 1 Central Park West P.U.D No. 121 currently has a lot area of 3.46 acres and a density of 57.5 units/acre. This lot has been approved for a six-story residential building. As part of the 10 West End application, the applicant is proposing a minor amendment to the lot line in order to suit the proposed design of the building. Staff does not find any major issues with this change. Lot 2, Block 1 Central Park West P.U.D No. 121 Second Addition will have a lot area of 3.54 acres. This lot will be the location of the proposed 10 West End, north office tower and the first phase of the parking structure (1,214 stalls). Outlot A, Central Park West P.U.D No. 121 Second Addition will have a lot area of 3.76 acres. This outlot will be the location of the future south office tower and the second phase of the parking structure, totaling approximately 2,500 stalls. The outlot will need to be replatted into a lot and block description before it is allowed to be built upon. Utility Easements: The plan provides a 10-foot wide drainage and utility easements along Utica Avenue and Lilac Drive as required by the Subdivision Ordinance. No easement is proposed along the common lot Meeting of July 20th, 2016 Page 3 Subject: 10 West End line. Staff finds it is not needed, and the proposed expansion of the parking ramp would be a barrier to the extension of utilities through the area. PUD ANALYSIS: Description The developer requests approval of the preliminary and final Planned Unit Development. Uses The proposed uses on site are 315,280 square feet of leasable office space including 3,200 square feet of some combination of retail, food service, coffee shop, or restaurant use, which will be allowed through the Planned Unit Development (PUD) rezoning. Comprehensive Plan: The Comprehensive Plan and the current Zoning Map designate the site for Office. The proposed PUD would create a new zoning district and zoning regulations for uses and dimensional standards that are unique to this site and the proposed site and building plans. Staff finds that this site is suitable for the proposed office tower and meets many of the objectives of the Comprehensive Plan. The site provides ample recreation space for employees through shared linear civic space to the north of the site, as well as a fitness space, indoor bike room, and employee locker rooms. The office use provides a service complementary to the planned improvements for the Central Park West Planned Unit Development and the existing commercial land use in the area. Building and Site Design Analysis: Ryan Companies plans to pursue LEED Certification for this building which aligns well with 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. This is a condition of approval. The architect is working with Xcel Energy, Centerpoint Energy, and the City of St. Louis Park to comply. (4) The use of green roofs or white roofs and on-site renewable energy is encouraged. The plan currently features a thermoplastic polyolefin (TPO) white roof and partial green roof, planters, Meeting of July 20th, 2016 Page 4 Subject: 10 West End and patio pavers on the rooftop gathering space located above the loading dock and adjacent to the second floor conference rooms. ZONING ANALYSIS: The following table provides the development metrics. Lot 2, Block 1 and Outlot A will be rezoned to a Planned Unit Development (PUD). The proposed performance and development standards in the draft ordinance and proposed development plans will establish the development requirements for this property if approved. Zoning Compliance Table: Factor Required Proposed Met? Use Office Office and up to 3,200 sq. ft. of commercial Yes Lot Area N/A 3.54 acres Yes Height No maximum with PUD 173 feet Yes Building Materials Minimum of 60% Class I materials Each Elevation: 94.6% Class I, 5.4% Class II Yes Floor Area Ratio None with PUD 2.15 Yes Ground Floor Area Ratio N/A 0.2 Yes Off-Street Parking 1 space/300 square feet 1,214 stalls in parking structure, 5 parallel parking stalls along internal drive. Total: 1,219 Yes Bicycle Parking 10% of total vehicle parking required 124 Yes Open Area/DORA None with PUD 9,975 sq. ft on site 82,229 sq. ft. total with off-site civic space Yes Landscaping See Landscaping section Yes Setbacks None with PUD Front (west): Varies between 8.0’ and 10.9’ Side (south): Varies between 24.7’ to 53.4’ along the private drive Side (north): Varies between 8’ to 19.6’ along the linear civic space Rear (east): 76’ Yes Mechanical Equipment Full screening required Rooftop equipment screened by mechanical penthouse so as not visible from off-site. Yes Sidewalks Required along all streets and building frontages Provided along all streets and building frontages Yes Refuse handling Full screening required Full screening provided by trash enclosure. Yes Transit service None required Served by routes 9, 649, 675 Yes Stormwater Management Water quality treatment and storage/rate control Provided underground and includes other best management practices Yes Meeting of July 20th, 2016 Page 5 Subject: 10 West End Uses The site will be used as a multi-tenant Class A office building and meets the office land use guidance designated by the Comprehensive Plan. The affected property is currently zoned O- Office and is included in the existing Central Park West Planned Unit Development. The rezoning of this property to its own PUD will allow for conditions and requirements that fit the context and character of the individual site and the proposed development. A draft of the ordinance establishing these conditions is attached to this report. Architectural Design The plans submitted are consistent with the overall vision of the West End, former Towers at West End, and Central Park West master plans. The building is oriented along the east/west axis along the northern edge of the property. The building exteriors for the 10 West End exceed the City’s minimum requirement of Class I materials, with over 60% used on each façade. The materials used are primarily brick and glass, with architectural precast spandrel panels linking glass elements on every other floor. A vertical glass element is located off-center of the building to allow for an open lobby, centered circulation throughout the building, and ground floor access to the linear civic space. A connection is provided through an open lobby from the civic space to the future South Tower office building. Balconies are included on each level, alternating between the east and west ends of the floor plan. Height The current height limit for the Office district is 20 stories or 240 feet. This building meets this criteria at 11 stories and 173 feet and was preliminarily approved as part of the Central Park West Overall PUD. Lighting The current photometric plan meets the recommended level of 0.5-1 fc at the property line. The lighting features chosen are consistent with the architectural design of the building and are not anticipated to present a nuisance to neighboring properties. The applicant is proposing energy efficient LED lighting similar in style to the lighting in Central Park West. The building will feature architectural uplighting for aesthetic impact and to highlight the wood soffit on the underside of balconies and the building cap. Parking Parking will total 1,219 stalls with 1,214 stalls located in the attached parking structure and 5 parallel parking stalls located along an internal drive on site. An agreement has been approved and designates 110 stalls in the parking structure for use by the AC Hotel by Marriott. The applicant is also providing 114 bike parking spaces in a secure interior bike room and as well as exterior bike parking spaces for visitors. Access Vehicular access to the office tower occurs through two separate entrances to the parking structure. The main entrance is a private drive from Utica Avenue South and the other on Lilac Drive. Pedestrian access to the site is located on Utica Avenue South, through the shared linear park and facing the private drive. Utica Avenue has recently been improved and widened. Meeting of July 20th, 2016 Page 6 Subject: 10 West End Loading/Service Areas The site plan shows a fully screened loading dock placed in between the office building and the parking structure. This loading dock will also house organics, trash, and recycling. Landscaping The landscape plan indicates 72 new trees and 256 shrubs. The project does not meet the City’s planting requirements but has provided a variety of alternative landscaping measures in order to meet the intent of the landscaping ordinance. These alternative measures include: a rain garden, outdoor plazas, an outdoor retail patio, rooftop landscaping, public bike racks, and public art on the parking structure. Designed Outdoor Recreation Area (DORA) The proposed development plans illustrate DORA through the inclusion of a balconies on each level of the building, a partial green roof and amenity space located above the loading dock, and through access to the shared Central Park West linear civic space. The plan exceeds the City’s minimum 12% DORA requirements. Signage A sign plan was not submitted for review. Signs will require permits and must comply with the O-Office District standards. Utilities All small utilities will be placed underground. Utility service structures, such as a generator and transformer, will be screened completely from off-site with materials consistent with main building facade. Per the development agreement, buildings will provide the necessary infrastructure to take advantage of the existing or proposed fiber-optic service lines in the vicinity of the development. Public Input: A joint neighborhood meeting between St. Louis Park and Golden Valley regarding the project was held on May 11, 2016. There was one St. Louis Park resident and one Golden Valley resident in attendance. The residents voiced concerns regarding traffic and the applicant described the Travel Demand Management (TDM) measures that they are taking to reduce congestion. Representatives from iHeartMedia Corporation attended and voiced concerns over the height of the building disrupting radio signal transmission from their office in the West End. The applicant is working with iHeartMedia to accommodate this concern. STAFF RECOMMENDATONS: Staff recommends approval of the 10 West End 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. The on-site underground storm water management system shall be privately-owned and privately maintained. Meeting of July 20th, 2016 Page 7 Subject: 10 West End 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 insure that a signed Mylar copy of the final plat is provided to the City. b. A Planning Development Contract shall be executed between the City and Developer that addresses, at a minimum: i. The installation of all public improvements including, but not limited to: sidewalks, boulevards, and the execution of necessary easements related to such improvements. ii. A performance guarantee for 1.25 times the estimated costs for the installation of all public improvements, placement of iron monuments at property corners, and the private site stormwater management system and landscaping. c. The applicant shall reimburse City Attorney’s fees in drafting/reviewing such documents as required in the final plat approval. d. The Mayor and City Manager are authorized to execute the Planning Development Contract. 5. Prior to starting any land disturbing activities, the following conditions shall be met: a. Proof of recording the final plat shall be submitted to the City. b. Assent Form and Official Exhibits must be signed by the applicant and property owner. c. A preconstruction meeting shall be held with the appropriate development, construction, private utility, and City representatives. d. All necessary permits must be obtained. e. A performance guarantee in the form of cash escrow or irrevocable letter of credit shall be provided to the City of St. Louis Park for all public improvements (street, sidewalks, boulevards, utility, street lights, landscaping, etc.) and the private site stormwater management system and landscaping. STAFF RECOMMENDATIONS: Staff recommends approval of the 10 West End 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. The on-site underground storm water management system shall be privately-owned and privately maintained. Meeting of July 20th, 2016 Page 8 Subject: 10 West End 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 starting any land disturbing activities, the following conditions shall be met: a. Proof of recording the final plat shall be submitted to the City. b. Assent Form and Official Exhibits must be signed by the applicant and property owner. c. A preconstruction meeting shall be held with the appropriate development, construction, private utility, and City representatives. d. All necessary permits must be obtained. 5. Prior to issuance of building permits, the following conditions shall be met: a. The developer shall sign the City's Assent Form and the Official Exhibits. b. A Planning Development Contract shall be executed between the Developer and City that addresses, at a minimum: i. The conditions of PUD approval as applicable or appropriate. ii. The installation of all public improvements including, but not limited to: sidewalks and boulevard improvements and the execution of any necessary agreements related to the maintenance of such improvements. iii. Easements related to electronic communication and fiber infrastructure. iv. 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. v. The developer shall reimburse City attorney’s fees in drafting/reviewing such documents. vi. The Mayor and City Manager are authorized to execute said Planning Development Contract. c. Final construction plans for all public improvements and details for 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. 6. 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. Meeting of July 20th, 2016 Page 9 Subject: 10 West End 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. 7. 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. 8. The materials used in, and placement of, all signs shall be integrated with the building design and architecture and comply with O-Office district regulations. 9. Bicycle parking on site shall be located within fifty feet of the building’s entrances. ATTACHMENTS (UPDATING): Existing and Proposed Zoning Draft PUD Ordinance Color Site Plan C100-C102 – Survey C300 – Site Plan C301- Final Phasing Plan C500 - Utility Plan E100 - Photometric Plan L100 - Landscape Plan L101- DORA Area Calculation Photometric Plan A100 – Floor Plan – Level 1 A101 – Floor Plan – Level 2 A102 – Floor Plan – Level 3 & 4 (Typ. Multi) A103 – Floor Plan – Level 5-10 (Typ. Single) A104 – Floor Plan – Level 11 A105 – Floor Plan – Level 12 A120 – Roof Plan A150 – Floor Plan - Loading Dock A300 – Exterior Elevation - South A301 – Exterior Elevation - West A302 – Exterior Elevation - North A303 – Exterior Elevation – East Preliminary Plat Final Plat Prepared by: Nicole Mardell, Associate Planner Reviewed by: Sean Walther, Planning and Zoning Supervisor Meeting of July 20th, 2016 Page 10 Subject: 10 West End 1 ORDINANCE NO. AN ORDINANCE AMENDING THE ST. LOUIS PARK CITY CODE RELATING TO ZONING BY CREATING SECTION 36-268-PUD 6 AS A PLANNED UNIT DEVELOPMENT ZONING DISTRICT FOR THE PROPERTY LOCATED AT 1601 UTICA AVENUE SOUTH THE CITY OF ST. LOUIS PARK DOES ORDAIN: Findings Sec. 1. The City Council has considered the advice and recommendation of the Planning Commission (Case No. 16-25-S, 16-26-PUD) for amending the Zoning Ordinance to create a new Planned Unit Development (PUD) Zoning District. Sec. 2. The Comprehensive Plan designates this property as Office. Sec. 3. The Zoning Map shall be amended by reclassifying the following described lands from O-Office to PUD 6: Lot 2, Block 1, Central Park West P.U.D. 121, Second Addition Outlot A, Central Park West P.U.D No.121, Second Addition Sec. 4. The St. Louis Park Ordinance Code, Section 36-268 is hereby amended to add the following Planned Unit Development Zoning District: Section 36-268-PUD 6. (a) Development Plan The site shall be developed, used and maintained in conformance with the following Final PUD signed Official Exhibits: 1. C100-C102 – Survey 2. C101 – Proposed Site Plan 3. C200 – Erosion Control Plan 4. C300 – Site Plan 5. C301 – Final Phasing Plan 6. C400 – Grading Plan 7. C500 – Utility Plan 8. E100 – Photometric Plan 9. L100 – Landscape Site Plan 10. L101 – DORA Requirements 11. L200 – Layout Plan 12. L400 – Planting Plan 13. L500 – Planting Detail Sheet 14. A050 – Architectural Site Plan 2 15. A051 – Architectural Signage Plan 16. A100 – Floor Plan – Level 1 17. A101 – Floor Plan – Level 2 18. A102 – Floor Plan – Level 3 & 4 (Typ. Multi) 19. A103 – Floor Plan – Level 5-10 (Typ. Single) 20. A104 – Floor Plan – Level 11 21. A105 – Floor Plan – Level 12 (Penthouse) 22. A120 – Roof Plan 23. A150 – Floor Plan - Loading Dock 24. A300 – Exterior Elevation - South 25. A301 – Exterior Elevation - West 26. A302 – Exterior Elevation - North 27. A303 – Exterior Elevation - East 28. A304 – Partial Elevations 29. A400 – Building Sections – East/West 30. A401 – Building Sections – North/South 31. Travel Demand Management Plan 32. Zoning Map Amendment Exhibit 33. Parking Easement for Phase III Hotel 34. Preliminary Plat 35. Final Plat 3 The site shall also conform to the following requirements: (1) The property shall be developed with 332,600 square feet of building space. (2) Parking shall be provided on-site. The parking structure located on Lot 2, Block 1, Central Park West P.U.D. 121 Second Addition will provide at least 1,214 parking stalls. One-hundred-ten of these stalls shall be shared with Phase III of Central Park West (PUD-4). (3) The maximum building height shall not exceed 175 feet and eleven stories, excluding mechanical penthouse. (4) The development site shall provide 40,285 square feet of Designated Outdoor Recreation Area (DORA) through access to the Central Park West shared linear park, outdoor amenity decks located on each floor, and through shared outdoor space on site. (b) Permitted Uses (1) Office. The conditions are as follows: Building heights shall be limited to eleven stories or 173 feet. (2) Retail. The conditions are as follows: a. No single use retail establishment over 20,000 square feet is permitted. The retail facility shall be permitted only as a part of a larger development on a single parcel which contains at least one other permitted principal use or as a part of a mixed use PUD. b. Access shall be to a roadway identified in the comprehensive plan as a collector or arterial or shall be otherwise located so that access can be provided without generating significant traffic on local residential streets. c. All refuse shall meet the requirements of chapter 22 regulating refuse. (2) Restaurants without intoxicating liquor license. The conditions are as follows: a. This use shall be permitted as part of a larger development which contains at least one other principal use or as part of a PUD. b. These uses shall not result in any exterior building modifications, including truck docks or freestanding signage, overnight truck parking or similar features. c. Retail uses shall be integrated with other principal land uses which are within the O district and shall not exceed ten percent of the gross floor area of the parcel. e. If there is a wine and/or beer license, the following additional conditions shall apply: 4 1. There shall be no separate bar area within the restaurant. 2. If the conditions in subsections (c)(15)a.--(c)(15)e. of this section are not met, a restaurant with a wine and/or beer license may apply for a conditional use permit under section 36-194(d)(4), provided that the parking requirements for a restaurant with intoxicating liquor license are met. (c) Accessory Uses Permitted accessory uses are as follows: (1) Parking lots. (2) Parking structures utilizing the same exterior facing materials as the principal buildings. (3) Public transit stops/shelters. (4) Food Service a. Food service space is limited to space designated in Site Plan. (5) Outdoor seating, public address (PA) systems are prohibited. (6) No outdoor storage allowed. (d) Special Performance Standards (1) All general zoning requirements not specifically addressed in this ordinance shall be met, including but not limited to: outdoor lighting, architectural design, landscaping, parking and screening requirements. (2) All trash, garbage, waste materials, trash containers, and recycling containers shall be kept in the manner required by this Code. City strongly encourages all new developments to have on-site organic recycling, Garbage/recycling rooms should be sized to allow for organics recycling. All trash handling and loading areas shall be screened from view within a waste enclosure. (3) Signage shall be allowed in conformance with the approved redevelopment plan or final PUD site plan and development agreement in accordance with the following conditions: a. Pylon signs are not permitted; b. Freestanding monument signs shall utilize the same exterior materials as the principal buildings and shall not interfere with pedestrian/bicycle or automobile circulation and visibility; c. Maximum allowable number, sizes and heights of signs shall be regulated by section 36-362, O-Office requirements. 5 (4) Façade. The following façade design guidelines shall be applicable to ground floor north, south, and west side facades. a. For street-facing facades, no more than 10% of total window and door area shall be glass block, mirrored, spandrel, frosted or other opaque glass, finishes or material including window painting and signage. The remaining 90% of window and door area shall be clear or slightly tinted glass, allowing views into and out of the interior. b. Visibility into the space shall be maintained for a minimum depth of three feet. This requirement shall not prohibit the display of merchandise. (5) Awnings. a. Awnings must be constructed of heavy canvas fabric, metal and/or glass. Plastic and vinyl awnings are prohibited. b. Backlit awnings are prohibited. Sec. 4. The contents of Planning Case File 16-25-S and 16-26-PUD are hereby entered into and made part of the public hearing record and the record of decision for this case. Sec. 5. This Ordinance shall take effect fifteen days after its publication. Public Hearing July 20, 2016 First Reading August 15, 2016 Second Reading September 6, 2015 Date of Publication September 16, 2016 Date Ordinance takes effect September 31, 2016 Reviewed for Administration Adopted by the City Council City Manager Mayor Attest: Approved as to Form and Execution: City Clerk City Attorney OFFICES AT WEST END CONCEPTUAL SITE PLAN UTICA AVENUE SLILAC DRIVE SGOLDEN VALLEYST. LOUIS PARK R:\Projects\700\200\700-270 West End Office Development\CIVIL\_dwg Sheet Files\SURVEY - West End Office.dwg C100 R:\Projects\700\200\700-270 West End Office Development\CIVIL\_dwg Sheet Files\SURVEY - West End Office.dwg C101 R:\Projects\700\200\700-270 West End Office Development\CIVIL\_dwg Sheet Files\SURVEY - West End Office.dwg C102 STATE H W Y . N O . 1 0 0 UTICA AVENUE S ABCCCLILAC DRI V E S ( E X I S T I N G P R I V A T E R O A D )VAN30,800± SFPROPOSED 11-STORY OFFICE54,880± SFPROPOSED 7-LEVEL RAMP332,530± TOTAL SF373,200± TOTAL SF1,214 TOTAL PARKING STALLSTJR905-586SHEET TITLEDRAWN BYCHECKED BYJOB NO.DATESHEET NO.CREGISTRATIONNO.DATE7/8/20167/11/2016 7:48:46 AMC300R:\Projects\700\200\700-270 West End Office Development\CIVIL\_dwg Sheet Files\SITE PLAN - West End Office.dwg JBOI hereby certify that this plan, specification,or report was prepared by me or under mydirect supervision and that I am a dulyLicensed Professional Engineer under thelaws of the State of Minnesota.SITE PLAN7002707/8/2016SITE NOTES:LEGEND:2016 RYAN A+E, INC.42340JARED OLSONISSUE RECORDISSUE # DATE DESCRIPTION16/20/2016CITY SUBMITTAL27/8/2016SD SET------------------------------------------------------------------------------------PRELIM INARYNOT FORCONSTRUCTION ------------------------------------------------------------------------------------------------------------------------------------PROJECT NAMELOCATIONRYAN COMPANIES US, INC.50 South Tenth Street, Suite 300Minneapolis, MN 55403-2012612-492-4000 tel612-492-3000 faxPROJECT NAMELOCATIONRYAN A+E, INC.50 South Tenth Street, Suite 300Minneapolis, MN 55403-2012612-492-4000 tel612-492-3000 fax1601 UTICA AVENUE S,ST. LOUIS PARK, MN5541610 WEST ENDWWW.RYANCOMPANIES.COMSD SET STATE HWY. NO. 100WAYZATABOULEVARDUTICA AVENUE SABCCCLILAC DRIVE S (EXISTING PRIVATE ROAD)VAN TJR905-586SHEET TITLEDRAWN BYCHECKED BYJOB NO.DATESHEET NO.CREGISTRATIONNO.DATE7/8/20167/8/2016 5:33:40 PMC301R:\Projects\700\200\700-270 West End Office Development\CIVIL\_dwg Sheet Files\SITE PLAN PHASING PLAN - West End Office.dwg JBOI hereby certify that this plan, specification,or report was prepared by me or under mydirect supervision and that I am a dulyLicensed Professional Engineer under thelaws of the State of Minnesota.SITE PLAN -FINAL PHASINGPLAN7002707/8/2016SITE NOTES:LEGEND:2016 RYAN A+E, INC.42340JARED OLSONISSUE RECORDISSUE # DATE DESCRIPTION16/20/2016CITY SUBMITTAL27/8/2016SD SET------------------------------------------------------------------------------------PRELIM INARYNOT FORCONSTRUCTION ------------------------------------------------------------------------------------------------------------------------------------PROJECT NAMELOCATIONRYAN COMPANIES US, INC.50 South Tenth Street, Suite 300Minneapolis, MN 55403-2012612-492-4000 tel612-492-3000 faxPROJECT NAMELOCATIONRYAN A+E, INC.50 South Tenth Street, Suite 300Minneapolis, MN 55403-2012612-492-4000 tel612-492-3000 fax1601 UTICA AVENUE S,ST. LOUIS PARK, MN5541610 WEST ENDWWW.RYANCOMPANIES.COMSD SET 12630877.31UKNWNSTATE H W Y . N O . 1 0 0 UTICA AVENUE S ABCCCLILAC DRI V E S ( E X I S T I N G P R I V A T E R O A D )VAN30,800± SFPROPOSED 11-STORY OFFICE54,880± SFPROPOSED 7-LEVEL RAMPTJR905-586SHEET TITLEDRAWN BYCHECKED BYJOB NO.DATESHEET NO.CREGISTRATIONNO.DATE7/8/20167/11/2016 8:19:24 AMC500R:\Projects\700\200\700-270 West End Office Development\CIVIL\_dwg Sheet Files\UTILITY PLAN - West End Office.dwg JBOUTILITY PLAN7002707/8/2016UTILITY NOTES:LEGEND:I hereby certify that this plan, specification,or report was prepared by me or under mydirect supervision and that I am a dulyLicensed Professional Engineer under thelaws of the State of Minnesota.2016 RYAN A+E, INC.42340JARED OLSONISSUE RECORDISSUE # DATE DESCRIPTION16/20/2016CITY SUBMITTAL27/8/2016SD SET------------------------------------------------------------------------------------PRELIM INARYNOT FORCONSTRUCTION ------------------------------------------------------------------------------------------------------------------------------------BUILDING LASTING RELATIONSHIPSBUILDING LASTING RELATIONSHIPSPROJECT NAMELOCATIONRYAN COMPANIES US, INC.50 South Tenth Street, Suite 300Minneapolis, MN 55403-2012612-492-4000 tel612-492-3000 faxPROJECT NAMELOCATIONRYAN A+E, INC.50 South Tenth Street, Suite 300Minneapolis, MN 55403-2012612-492-4000 tel612-492-3000 fax1601 UTICA AVENUE S,ST. LOUIS PARK, MN5541610 WEST ENDWWW.RYANCOMPANIES.COMSD SET E0017/8/2016R:\Projects\700\200\700-270 West End Office Development\CIVIL\_dwg Sheet Files\PHOTOMETRIC PLAN - West End Office.dwg DN UP UP GENERAL NOTES A REFER TO STRUCTURAL DRAWINGS FOR SLAB ON GRADE CONSTRUCTION, CONTROL AND ISOLATION JOINTS. B COORDINATE UNDERGROUND AND UNDER SLAB UTILITIES WITH RELEVANT TRADES PRIOR TO SLAB POUR. COORDINATE ALL SLEEVES THROUGH/UNDER FOOTING AND FOUNDATION WITH STRUCTURAL ENGINEER. C PROVIDE FIRE EXTINGUISHERS OF SIZE, TYPE, AND LOCATION AS REQUIRED BY THE FIRE MARSHAL. D DIMENSIONS ARE TO FACE OF MASONRY OR FACE OF GYP. BD. U.N.O. E SEE SHEET A600 FOR WALL TYPE INFORMATION F SEE SHEET A601 FOR PARTITION TYPE INFORMATION G ALL WALLS TO ROOF DECK TO BE CONSTRUCTED TO ACCOMMODATE DEFLECTION OF ROOF STRUCTURE. H REFER TO STRUCTURAL ENGINEERING DRAWINGS FOR ADDITIONAL INFORMATION PERTAINING TO STRUCTURAL COMPONENT SIZES, LOCATIONS, CONFIGURATIONS, AND CAPACITIES. J ALL THRESHOLDS TO BE 1/2" HIGH MAX. K PROVIDE MOISTURE RESISTANT GYP BD. ON TOILET ROOM WET WALL AND ADJACENT TO JANITOR SINK. L PROVIDE CONTROL JOINTS IN GYP. BD. AS RECOMMENDED BY MANUFACTURER. M STAIR SUPPLIER SHALL BE RESPONSIBLE FOR CODE COMPLIANCE AND STRUCTURAL INTEGRITY FOR ALL MATERIALS FURNISHED. N NEW PARTITIONS TO BE NOTED AND DESCRIBED AS WALL PARTITION TYPES. O SUBCONTRACTOR TO VERIFY DIMENSIONS AND CONDITIONS SHOWN ON THESE DRAWINGS. ANY OMISSIONS, DISCREPANCIES, OR CONFLICTS MUST BE REPORTED TO THE DESIGN-BUILDER IMMEDIATELY. P DIMENSIONS ARE 4'-0" ABOVE FINISHED FLOOR AND FROM FACE OF FINISHED PARTITION. Q DRAWINGS SHOULD NOT BE SCALED - DIMENSIONS GOVERN. LARGE SCALE DRAWINGS GOVERN OVER SMALL SCALE DRAWINGS. R THE TYPICAL DIMENSION FROM THE HINGE SIDE OF A DOOR OPENING IS TO THE FACE OF ADJACENT PERPENDICULAR WALL IS 3" U.N.O. S WHEREVER A PENETRATION OCCURS IN A FIRE-RATED ENCLOSURE SUCH AS WALLS OR SLABS, THE SPACE AROUND THE PENETRATION SHALL NOT EXCEED 1/2", SHALL BE PACKED WITH SOLID MINERAL WOOL (OR EQUAL), AND SHALL BE CLOSED OFF WITH A TIGHT FITTING ESCUTCHEON PLATE (OR EQUAL) ON BOTH SIDES OF THE FIRE-RATED ENCLOSURE TO ENSURE A FULL FIRE-RATING IN COMPLIANCE WITH THE CODE. T ANY DOOR CLOSER SHALL BE MOUNTED ON THE TENANT SIDE OF ENTRY DOORS. 1 A303 1 A300 1 A301 1 A302 1 A 2 B C D 3 4 6 7 8 1 A401 34' - 0"34' - 0"34' - 0"34' - 0"34' - 0"34' - 0"34' - 0"46' - 6"32' - 0"46' - 6"2170 SF FITNESS 108 1120 SF BIKE ROOM 110 1134 SF LOADING / STAGING 111 307 SF MEN'S LOCKER 105B 307 SF WOMEN'S LOCKER 104B 255 SF MEN'S RESTROOM 105A 255 SF WOMEN'S RESTROOM 104A 711 SF MECH. / BUILDING SERVICES 113 4774 SF OFFICE 115 298 SF UTILITIES 116 3183 SF RETAIL 117 BUILDING DIRECTORY PLAZA ENTRY PARK ENTRY 2374 SF OFFICE 118 4692 SF OFFICE 114 630 SF TRASH / RECYCLING 112 5 3' - 0"22' - 0"9' - 0" 1 A450 3 A450 1 A400 2 A450 30' - 0"1' - 0"1' - 0" 7' - 0"1' - 0"1' - 3 3/4" 1' - 7 1/4" 4' - 2 1/4"8' - 0"11' - 2 1/2"8' - 0"10' - 4"STAIR 1 101 200 SF FIRE COMMAND 106 101102A108110B109B 110C112A112B111B 111A 113110AB6 2 A3 A3 A3 A3A3 G 8 A3 A3 B6 2 A 4 1 A3 1' - 3 1/2"30' - 8 1/2"13' - 9 1/4"4' - 8 1/2" 1' - 0" 9' - 4 3/4"56' - 2 3/4"4' - 8 1/2"34' - 0"1' - 0" 10' - 2 1/2"12' - 0"10' - 4 3/4" 4 3/4"16' - 8 3/16"40' - 10 3/4"10 7/8"34' - 0"9' - 10 5/8" 10 7/8"26' - 9 5/8"7' - 2 3/8"1' - 2"1' - 2" 6' - 10" 3' - 0" 2' - 2"14' - 8"2' - 2" 8' - 6 7/8" 2' - 2"1' - 2"1' - 0"7' - 0"6' - 11 3/4"10' - 0 5/8"14' - 11 5/8" 6 3/4" 5' - 2" 68' - 0"136' - 0" PC-2 1 1' - 10 1/2"A700 3 A701 3 A703 1 885' - 9" 882' - 5"6' - 0"2' - 11" 2' - 6"12' - 0"5' - 0"12' - 0"5' - 0"8' - 6" 1' - 6" 3' - 3"25' - 6"3' - 3" 1' - 6" 8' - 6"5' - 0"12' - 0"5' - 0"12' - 0"2' - 6" 2' - 11" 2' - 11" 2' - 6"12' - 0"5' - 0"12' - 0"5' - 0"12' - 0"5' - 0"12' - 0"2' - 6" 2' - 3"29' - 6"2' - 3" 2' - 6"12' - 0"5' - 0"12' - 0"5' - 0"12' - 0"5' - 0"12' - 0"5' - 0"12' - 0"5' - 0"12' - 0"5' - 0"12' - 0"5' - 0"12' - 0"2' - 6" 2' - 11"2' - 11"2' - 11"2' - 11" 2' - 5 1/2"2' - 11"3775 SF LOBBY 100 A151 1 SEE SHEET A150SEE SHEET A1502' - 0"4' - 9"29' - 6"4' - 9" 1' - 0" 2' - 8 1/2" 4' - 10 1/2" 10 3/4" 4' - 0" 4' - 0" 6' - 6" 2' - 0" 5' - 0" 1539 SF CIRCULATION 103 180 SF SERVICE ELEV 107 173 SF STAIR 2 102100D100F 100C100ABUILDING DIRECTORY 5' - 0 3/16"1' - 0"4' - 0" 5 A450 4 A450 2' - 2"2' - 2"2' - 6" A3A3 A3 102B107106 A3A3 116 115114117A118117B103105A 104A 105C 104C 111C4' - 8 1/2"10' - 4 3/4" 109A 253 SF CIRCULATION 109 10' - 6"16' - 0" 4 3/4" 5' - 7 1/4" 7' - 0 3/4" 2' - 11 1/4"BIKE REPAIR STATIONS55" WEATHER MONITOR BIKE PARTS VENDING MACHINE CAPACITY: 114 BIKES13' - 5"10' - 8 1/2"9' - 10 1/2"ALIGNALIGNALIGNALIGN13' - 0 7/16"B6 2 B6 2 B6 2 C2 TYP. PFB 2 A3A3 A3 C2 A 4 1 A 4 1 A3A3 E6 2 E6 2 A3 2"7 5/8" CATWALK EDGES ABOVE SECURITY DESK3' - 0"9' - 9 5/16" ALIGN ALIGN ALIGN ALIGN 4 3/4" 4' - 11" F11 F4 A6 A3 A6 A3A3 A3A3 F4 5' - 6 7/8"7' - 3 1/4"11' - 6 1/4"14' - 6 7/8"5' - 1 1/4"B6 2 8' - 1 1/2" 4 3/4" B6 2 A3B6 2 B6 2 B6 2 5' - 6 3/4" 5' - 6 7/8"11' - 3 7/8"5' - 6 7/8" A3 1' - 0 1/8"10 7/8"15' - 0"3' - 4"2' - 4 3/4"E6 2 E6 2 C2 C2 A6.1 1 A6 E6 2 E6 2 C2 C2 E6 2 E6 2 B6 2 FSG 4 B6 2 E 3 2 E4 2 B6 2 A 4 1 A3 C2 G 8G 8 PC-1A 1 PLAN KEYNOTES 1 6" CONCRETE FILLED EXTERIOR BOLLARD - SEE CIVIL DRAWINGS 2 HOSE BIB 3 CONCRETE STOOP WITH FROST FOOTING - SEE STRUCT. 4 SPRINKLER RISER 5 GAS METER 6 FIRE DEPARTMENT CONNECTION 7 ELECTRICAL PANELS - SEE ELEC. PLANS 8 NOT USED 9 NOT USED 10 ACCESS PANEL - SEE MECH. R RYAN A+E, INC. 50 South Tenth Street, Suite 300 Minneapolis, MN 55403-2012 612-492-4000 tel 612-492-3000 fax PROJECT NAME LOCATION SHEET TITLE DRAWN BY CHECKED BY JOB NO.DATE SHEET NO. WWW.RYANCOMPANIES.COM © 2014 RYAN A+E, INC.PRELIMINARYNOT FOR CONSTRUCTIONI hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Registered Architect under the laws of the State of Minnesota 7.8.2016 SD SET 7/8/2016 1:38:19 PM Author Checker 700270 7.8.2016 A100 10 WEST END FLOOR PLAN - LEVEL 1 1601 Utica Avenue South St Louis Park, MN 55416 N 1/8" = 1'-0"A100 1 LEVEL 1 ISSUE RECORD ISSUE # DATE DESCRIPTION DN DNUP UP GENERAL NOTES A REFER TO STRUCTURAL DRAWINGS FOR SLAB ON GRADE CONSTRUCTION, CONTROL AND ISOLATION JOINTS. B COORDINATE UNDERGROUND AND UNDER SLAB UTILITIES WITH RELEVANT TRADES PRIOR TO SLAB POUR. COORDINATE ALL SLEEVES THROUGH/UNDER FOOTING AND FOUNDATION WITH STRUCTURAL ENGINEER. C PROVIDE FIRE EXTINGUISHERS OF SIZE, TYPE, AND LOCATION AS REQUIRED BY THE FIRE MARSHAL. D DIMENSIONS ARE TO FACE OF MASONRY OR FACE OF GYP. BD. U.N.O. E SEE SHEET A600 FOR WALL TYPE INFORMATION F SEE SHEET A601 FOR PARTITION TYPE INFORMATION G ALL WALLS TO ROOF DECK TO BE CONSTRUCTED TO ACCOMMODATE DEFLECTION OF ROOF STRUCTURE. H REFER TO STRUCTURAL ENGINEERING DRAWINGS FOR ADDITIONAL INFORMATION PERTAINING TO STRUCTURAL COMPONENT SIZES, LOCATIONS, CONFIGURATIONS, AND CAPACITIES. J ALL THRESHOLDS TO BE 1/2" HIGH MAX. K PROVIDE MOISTURE RESISTANT GYP BD. ON TOILET ROOM WET WALL AND ADJACENT TO JANITOR SINK. L PROVIDE CONTROL JOINTS IN GYP. BD. AS RECOMMENDED BY MANUFACTURER. M STAIR SUPPLIER SHALL BE RESPONSIBLE FOR CODE COMPLIANCE AND STRUCTURAL INTEGRITY FOR ALL MATERIALS FURNISHED. N NEW PARTITIONS TO BE NOTED AND DESCRIBED AS WALL PARTITION TYPES. O SUBCONTRACTOR TO VERIFY DIMENSIONS AND CONDITIONS SHOWN ON THESE DRAWINGS. ANY OMISSIONS, DISCREPANCIES, OR CONFLICTS MUST BE REPORTED TO THE DESIGN-BUILDER IMMEDIATELY. P DIMENSIONS ARE 4'-0" ABOVE FINISHED FLOOR AND FROM FACE OF FINISHED PARTITION. Q DRAWINGS SHOULD NOT BE SCALED - DIMENSIONS GOVERN. LARGE SCALE DRAWINGS GOVERN OVER SMALL SCALE DRAWINGS. R THE TYPICAL DIMENSION FROM THE HINGE SIDE OF A DOOR OPENING IS TO THE FACE OF ADJACENT PERPENDICULAR WALL IS 3" U.N.O. S WHEREVER A PENETRATION OCCURS IN A FIRE-RATED ENCLOSURE SUCH AS WALLS OR SLABS, THE SPACE AROUND THE PENETRATION SHALL NOT EXCEED 1/2", SHALL BE PACKED WITH SOLID MINERAL WOOL (OR EQUAL), AND SHALL BE CLOSED OFF WITH A TIGHT FITTING ESCUTCHEON PLATE (OR EQUAL) ON BOTH SIDES OF THE FIRE-RATED ENCLOSURE TO ENSURE A FULL FIRE-RATING IN COMPLIANCE WITH THE CODE. T ANY DOOR CLOSER SHALL BE MOUNTED ON THE TENANT SIDE OF ENTRY DOORS. U PROVIDE ROD AND SHELF AT COAT CLOSETS. 1 A303 1 A300 1 A301 1 A302 1 A 2 B C D 3 4 6 7 8 1 A401 34' - 0"34' - 0"34' - 0"68' - 0"34' - 0"34' - 0"46' - 6"32' - 0"46' - 6"4130 SF OFFICE 210 1890 SF LARGE CONFERENCE 211 5360 SF OFFICE 214 8320 SF OFFICE 209 360 SF WOMEN'S RESTROOM 177 340 SF MEN'S RESTROOM 205 630 SF MEDIUM CONFERENCE 213 720 SF PRE-FUNCTION SPACE 212 5 1 A400 180 SF SERVICE ELEV 207 GRAND STAIR 200 STAIR 1 201 BOH 208 3330 SF CIRCULATION 203 STAIR 2 202 382345357358318 227 16414' - 9"14' - 11 7/16"15' - 10 3/16"34' - 0"34' - 0"34' - 0"34' - 0"34' - 0"34' - 0"34' - 0"46' - 6"32' - 0"46' - 6"68' - 0"136' - 0"45' - 0"1' - 6"44' - 0"2' - 6"A3A3 A3 A3A3 A3 A3 A3 F11 B6 2 6 A3 A3 38' - 6"8' - 0" 9 5/8" 26' - 7 1/4"4' - 7 1/8" 7' - 0 1/16"39' - 5 15/16"7' - 6 1/8"8' - 3 3/8"8' - 7 1/16"25' - 4 15/16" 8' - 7 1/4"10' - 7 1/4"9' - 0"10' - 2 1/4"8' - 8 1/2"15' - 1 1/4"10' - 9 5/8"7' - 0" 18' - 5 7/8"15' - 6 1/8"10' - 4 3/4"30' - 5 3/8"9 5/8"19' - 8"12' - 4"12' - 0"8' - 0"11' - 7 1/4"4 3/4"4 3/4"5' - 2"9' - 5"22' - 7"5' - 8 1/2"8' - 0" 8 1/2"5 1/2" 1' - 3 3/4" 10 7/8"34' - 0"34' - 0"34' - 0"1' - 0" 1' - 3 3/4"34' - 0"34' - 0"34' - 0"34' - 0"33' - 10 3/8"5' - 7 9/16"A700 4 A701 4 A703 2 OPEN TO BELOW OPEN TO BELOW SEE SHEET A150SEE SHEET A150A151 2 A304 1 5' - 1 1/4" 8' - 5 3/4"5' - 0"7' - 4 13/16"6' - 0"7' - 0"8' - 4 3/4"11' - 0"20' - 4"5' - 2" 5' - 2" 3' - 1" 3' - 0" 3' - 0" 3' - 0" 3' - 1" 40 SF BOH 206 PLAN KEYNOTES 1 6" CONCRETE FILLED EXTERIOR BOLLARD - SEE CIVIL DRAWINGS 2 HOSE BIB 3 CONCRETE STOOP WITH FROST FOOTING - SEE STRUCT. 4 SPRINKLER RISER 5 GAS METER 6 FIRE DEPARTMENT CONNECTION 7 ELECTRICAL PANELS - SEE ELEC. PLANS 8 NOT USED 9 NOT USED 10 ACCESS PANEL - SEE MECH. R RYAN A+E, INC. 50 South Tenth Street, Suite 300 Minneapolis, MN 55403-2012 612-492-4000 tel 612-492-3000 fax PROJECT NAME LOCATION SHEET TITLE DRAWN BY CHECKED BY JOB NO.DATE SHEET NO. WWW.RYANCOMPANIES.COM © 2014 RYAN A+E, INC.PRELIMINARYNOT FOR CONSTRUCTIONI hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Registered Architect under the laws of the State of Minnesota 6.20.2016 CITY SUBMITTAL 6/17/2016 3:10:25 PM Author Checker 700270 6.20.2016 A101 10 WEST END FLOOR PLAN - LEVEL 2 St. Louis Park & Golden Valley, MN N 1/8" = 1'-0"A101 1 LEVEL 2 ISSUE RECORD ISSUE # DATE DESCRIPTION UP DNUP GENERAL NOTES A REFER TO STRUCTURAL DRAWINGS FOR SLAB ON GRADE CONSTRUCTION, CONTROL AND ISOLATION JOINTS. B COORDINATE UNDERGROUND AND UNDER SLAB UTILITIES WITH RELEVANT TRADES PRIOR TO SLAB POUR. COORDINATE ALL SLEEVES THROUGH/UNDER FOOTING AND FOUNDATION WITH STRUCTURAL ENGINEER. C PROVIDE FIRE EXTINGUISHERS OF SIZE, TYPE, AND LOCATION AS REQUIRED BY THE FIRE MARSHAL. D DIMENSIONS ARE TO FACE OF MASONRY OR FACE OF GYP. BD. U.N.O. E SEE SHEET A600 FOR WALL TYPE INFORMATION F SEE SHEET A601 FOR PARTITION TYPE INFORMATION G ALL WALLS TO ROOF DECK TO BE CONSTRUCTED TO ACCOMMODATE DEFLECTION OF ROOF STRUCTURE. H REFER TO STRUCTURAL ENGINEERING DRAWINGS FOR ADDITIONAL INFORMATION PERTAINING TO STRUCTURAL COMPONENT SIZES, LOCATIONS, CONFIGURATIONS, AND CAPACITIES. J ALL THRESHOLDS TO BE 1/2" HIGH MAX. K PROVIDE MOISTURE RESISTANT GYP BD. ON TOILET ROOM WET WALL AND ADJACENT TO JANITOR SINK. L PROVIDE CONTROL JOINTS IN GYP. BD. AS RECOMMENDED BY MANUFACTURER. M STAIR SUPPLIER SHALL BE RESPONSIBLE FOR CODE COMPLIANCE AND STRUCTURAL INTEGRITY FOR ALL MATERIALS FURNISHED. N NEW PARTITIONS TO BE NOTED AND DESCRIBED AS WALL PARTITION TYPES. O SUBCONTRACTOR TO VERIFY DIMENSIONS AND CONDITIONS SHOWN ON THESE DRAWINGS. ANY OMISSIONS, DISCREPANCIES, OR CONFLICTS MUST BE REPORTED TO THE DESIGN-BUILDER IMMEDIATELY. P DIMENSIONS ARE 4'-0" ABOVE FINISHED FLOOR AND FROM FACE OF FINISHED PARTITION. Q DRAWINGS SHOULD NOT BE SCALED - DIMENSIONS GOVERN. LARGE SCALE DRAWINGS GOVERN OVER SMALL SCALE DRAWINGS. R THE TYPICAL DIMENSION FROM THE HINGE SIDE OF A DOOR OPENING IS TO THE FACE OF ADJACENT PERPENDICULAR WALL IS 3" U.N.O. S WHEREVER A PENETRATION OCCURS IN A FIRE-RATED ENCLOSURE SUCH AS WALLS OR SLABS, THE SPACE AROUND THE PENETRATION SHALL NOT EXCEED 1/2", SHALL BE PACKED WITH SOLID MINERAL WOOL (OR EQUAL), AND SHALL BE CLOSED OFF WITH A TIGHT FITTING ESCUTCHEON PLATE (OR EQUAL) ON BOTH SIDES OF THE FIRE-RATED ENCLOSURE TO ENSURE A FULL FIRE-RATING IN COMPLIANCE WITH THE CODE. T ANY DOOR CLOSER SHALL BE MOUNTED ON THE TENANT SIDE OF ENTRY DOORS. U PROVIDE ROD AND SHELF AT COAT CLOSETS. 1 A303 1 A300 1 A301 1 A302 1 A 2 B C D 3 4 6 7 8 1 A401 5 1 A400 CIRCULATION 303 250 SF MENS 305 260 SF WOMENS 304 Room 306 STAIR 1 301 SERVICE ELEV 307 90 SF Room 308 50 SF Room 309 STAIR 2 302 34' - 0"34' - 0"34' - 0"34' - 0"34' - 0"34' - 0"34' - 0"46' - 6"32' - 0"46' - 6"7330 SF OFFICE 310 4780 SF OFFICE 312 12580 SF OFFICE 311 386 308303383312311317 305 302307322385304310 38470' - 3"29' - 6"140' - 0" 2' - 6"12' - 0"5' - 0"12' - 0"5' - 0"12' - 0"5' - 0"12' - 0"2' - 6" 2' - 3"29' - 6"2' - 3" 2' - 6"12' - 0"5' - 0"12' - 0"5' - 0"12' - 0"5' - 0"12' - 0"5' - 0"12' - 0"5' - 0"12' - 0"5' - 0"12' - 0"5' - 0"12' - 0"2' - 6" 1' - 9"77' - 6"52' - 0"2' - 3"2' - 6"12' - 0"5' - 0"12' - 0"13' - 6"1' - 6"3' - 3"25' - 6"3' - 3"46' - 6"2' - 3"52' - 0"25' - 6"12' - 0"60' - 9"2 1 2 1 2 1 40' - 1 1/8"6' - 4 7/8"32' - 0"6' - 0 1/16"40' - 5 15/16"4 3/4"30' - 6"1' - 1 1/4"6' - 9 5/8"26' - 4 7/8"7' - 7 1/8"1' - 0" 6' - 4 7/8"20' - 4"12' - 0 5/8"19' - 2 1/2"9' - 0"18' - 10 3/4"9' - 1 1/4"6' - 0"4 3/4"14' - 4 1/4"2' - 1 3/4"15' - 1 1/4"22' - 7"2' - 8 3/4"6' - 8 1/4"26' - 0"8' - 0" A3A3 A3A3 A3 A3 E6 2 B6 2 C2 A3A3 A3A3 E6 2 E6 2 E6 2 E6 2 E6 2 E6 2 E6 2 E6 2 E6 2 E6 2 E6 2 B6 2 A3 B6 2 B6 2 B6 2 B6 2 B6 2A700 5 A701 5 A703 3 6' - 4 3/4"6' - 0"6' - 0" 5' - 0" 8' - 0"5' - 0"5' - 0"6' - 0"5' - 0"6' - 0" PLAN KEYNOTES 1 6" CONCRETE FILLED EXTERIOR BOLLARD - SEE CIVIL DRAWINGS 2 HOSE BIB 3 CONCRETE STOOP WITH FROST FOOTING - SEE STRUCT. 4 SPRINKLER RISER 5 GAS METER 6 FIRE DEPARTMENT CONNECTION 7 ELECTRICAL PANELS - SEE ELEC. PLANS 8 NOT USED 9 NOT USED 10 ACCESS PANEL - SEE MECH. R RYAN A+E, INC. 50 South Tenth Street, Suite 300 Minneapolis, MN 55403-2012 612-492-4000 tel 612-492-3000 fax PROJECT NAME LOCATION SHEET TITLE DRAWN BY CHECKED BY JOB NO.DATE SHEET NO. WWW.RYANCOMPANIES.COM © 2014 RYAN A+E, INC.PRELIMINARYNOT FOR CONSTRUCTIONI hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Registered Architect under the laws of the State of Minnesota 6.20.2016 CITY SUBMITTAL 6/17/2016 3:10:28 PM Author Checker 700270 6.20.2016 A102 10 WEST END FLOOR PLAN - LEVELS 3 & 4 (TYP. MULTI) St. Louis Park & Golden Valley, MN N 1/8" = 1'-0"A102 1 LEVELS 3 & 4 - MULTI-TENANT FLOOR ISSUE RECORD ISSUE # DATE DESCRIPTION DNUP GENERAL NOTES A REFER TO STRUCTURAL DRAWINGS FOR SLAB ON GRADE CONSTRUCTION, CONTROL AND ISOLATION JOINTS. B COORDINATE UNDERGROUND AND UNDER SLAB UTILITIES WITH RELEVANT TRADES PRIOR TO SLAB POUR. COORDINATE ALL SLEEVES THROUGH/UNDER FOOTING AND FOUNDATION WITH STRUCTURAL ENGINEER. C PROVIDE FIRE EXTINGUISHERS OF SIZE, TYPE, AND LOCATION AS REQUIRED BY THE FIRE MARSHAL. D DIMENSIONS ARE TO FACE OF MASONRY OR FACE OF GYP. BD. U.N.O. E SEE SHEET A600 FOR WALL TYPE INFORMATION F SEE SHEET A601 FOR PARTITION TYPE INFORMATION G ALL WALLS TO ROOF DECK TO BE CONSTRUCTED TO ACCOMMODATE DEFLECTION OF ROOF STRUCTURE. H REFER TO STRUCTURAL ENGINEERING DRAWINGS FOR ADDITIONAL INFORMATION PERTAINING TO STRUCTURAL COMPONENT SIZES, LOCATIONS, CONFIGURATIONS, AND CAPACITIES. J ALL THRESHOLDS TO BE 1/2" HIGH MAX. K PROVIDE MOISTURE RESISTANT GYP BD. ON TOILET ROOM WET WALL AND ADJACENT TO JANITOR SINK. L PROVIDE CONTROL JOINTS IN GYP. BD. AS RECOMMENDED BY MANUFACTURER. M STAIR SUPPLIER SHALL BE RESPONSIBLE FOR CODE COMPLIANCE AND STRUCTURAL INTEGRITY FOR ALL MATERIALS FURNISHED. N NEW PARTITIONS TO BE NOTED AND DESCRIBED AS WALL PARTITION TYPES. O SUBCONTRACTOR TO VERIFY DIMENSIONS AND CONDITIONS SHOWN ON THESE DRAWINGS. ANY OMISSIONS, DISCREPANCIES, OR CONFLICTS MUST BE REPORTED TO THE DESIGN-BUILDER IMMEDIATELY. P DIMENSIONS ARE 4'-0" ABOVE FINISHED FLOOR AND FROM FACE OF FINISHED PARTITION. Q DRAWINGS SHOULD NOT BE SCALED - DIMENSIONS GOVERN. LARGE SCALE DRAWINGS GOVERN OVER SMALL SCALE DRAWINGS. R THE TYPICAL DIMENSION FROM THE HINGE SIDE OF A DOOR OPENING IS TO THE FACE OF ADJACENT PERPENDICULAR WALL IS 3" U.N.O. S WHEREVER A PENETRATION OCCURS IN A FIRE-RATED ENCLOSURE SUCH AS WALLS OR SLABS, THE SPACE AROUND THE PENETRATION SHALL NOT EXCEED 1/2", SHALL BE PACKED WITH SOLID MINERAL WOOL (OR EQUAL), AND SHALL BE CLOSED OFF WITH A TIGHT FITTING ESCUTCHEON PLATE (OR EQUAL) ON BOTH SIDES OF THE FIRE-RATED ENCLOSURE TO ENSURE A FULL FIRE-RATING IN COMPLIANCE WITH THE CODE. T ANY DOOR CLOSER SHALL BE MOUNTED ON THE TENANT SIDE OF ENTRY DOORS. U PROVIDE ROD AND SHELF AT COAT CLOSETS. 1 A303 1 A300 1 A301 1 A302 1 A 2 B C D 3 4 6 7 8 1 A401 34' - 0"34' - 0"34' - 0"68' - 0"34' - 0"34' - 0"46' - 6"32' - 0"46' - 6"5 1 A400 180 SF SERVICE ELEV 707 170 SF STAIR 1 701 286168 29' - 6"140' - 6" 12' - 0"5' - 0"12' - 0"5' - 0"12' - 0"5' - 0"12' - 0"4' - 9"29' - 6"4' - 9"12' - 0"5' - 0"12' - 0"5' - 0"12' - 0"5' - 0"12' - 0"5' - 0"12' - 0"5' - 0"12' - 0"5' - 0"12' - 0"5' - 0"12' - 0"4' - 3"52' - 0"25' - 6"52' - 0"33' - 9"18' - 3"25' - 6"52' - 0"52' - 0"25' - 6"4' - 9"12' - 0"17' - 0"4' - 6"13' - 9"25' - 6"4' - 9"8' - 8 1/8"4' - 9 7/8"17' - 4 7/8"11' - 7 1/8"32' - 0"46' - 6"32' - 0"19' - 2 1/2"9' - 0"10' - 2 1/4"8' - 8 1/2"15' - 1 1/4"32' - 0"25' - 3 3/4"6' - 8 1/4"2 1 2 1 2 1 B6 2 A4A4 E6 2 E6 2 E6 2 E6 2 E6 2 E6 2 E6 2 A4A4 E6 2 E6 2 B6 2 A703 3 Sim A700 5 Sim A701 5 Sim A151 3 260 SF WOMENS 704 250 SF MENS 705 170 SF BOH 710 170 SF STAIR 2 702 OFFICE 700 100 SF BOH 706 90 SF BOH 708 50 SF BOH 709 PLAN KEYNOTES 1 6" CONCRETE FILLED EXTERIOR BOLLARD - SEE CIVIL DRAWINGS 2 HOSE BIB 3 CONCRETE STOOP WITH FROST FOOTING - SEE STRUCT. 4 SPRINKLER RISER 5 GAS METER 6 FIRE DEPARTMENT CONNECTION 7 ELECTRICAL PANELS - SEE ELEC. PLANS 8 NOT USED 9 NOT USED 10 ACCESS PANEL - SEE MECH. R RYAN A+E, INC. 50 South Tenth Street, Suite 300 Minneapolis, MN 55403-2012 612-492-4000 tel 612-492-3000 fax PROJECT NAME LOCATION SHEET TITLE DRAWN BY CHECKED BY JOB NO.DATE SHEET NO. WWW.RYANCOMPANIES.COM © 2014 RYAN A+E, INC.PRELIMINARYNOT FOR CONSTRUCTIONI hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Registered Architect under the laws of the State of Minnesota 6.20.2016 CITY SUBMITTAL 6/17/2016 3:10:31 PM Author Checker 700270 6.20.2016 A103 10 WEST END FLOOR PLAN - LEVELS 5-10 (TYP. SINGLE) St. Louis Park & Golden Valley, MN N 1/8" = 1'-0"A103 1 LEVELS 5-10 - SINGLE TENANT FLOOR ISSUE RECORD ISSUE # DATE DESCRIPTION DN GENERAL NOTES A REFER TO STRUCTURAL DRAWINGS FOR SLAB ON GRADE CONSTRUCTION, CONTROL AND ISOLATION JOINTS. B COORDINATE UNDERGROUND AND UNDER SLAB UTILITIES WITH RELEVANT TRADES PRIOR TO SLAB POUR. COORDINATE ALL SLEEVES THROUGH/UNDER FOOTING AND FOUNDATION WITH STRUCTURAL ENGINEER. C PROVIDE FIRE EXTINGUISHERS OF SIZE, TYPE, AND LOCATION AS REQUIRED BY THE FIRE MARSHAL. D DIMENSIONS ARE TO FACE OF MASONRY OR FACE OF GYP. BD. U.N.O. E SEE SHEET A600 FOR WALL TYPE INFORMATION F SEE SHEET A601 FOR PARTITION TYPE INFORMATION G ALL WALLS TO ROOF DECK TO BE CONSTRUCTED TO ACCOMMODATE DEFLECTION OF ROOF STRUCTURE. H REFER TO STRUCTURAL ENGINEERING DRAWINGS FOR ADDITIONAL INFORMATION PERTAINING TO STRUCTURAL COMPONENT SIZES, LOCATIONS, CONFIGURATIONS, AND CAPACITIES. J ALL THRESHOLDS TO BE 1/2" HIGH MAX. K PROVIDE MOISTURE RESISTANT GYP BD. ON TOILET ROOM WET WALL AND ADJACENT TO JANITOR SINK. L PROVIDE CONTROL JOINTS IN GYP. BD. AS RECOMMENDED BY MANUFACTURER. M STAIR SUPPLIER SHALL BE RESPONSIBLE FOR CODE COMPLIANCE AND STRUCTURAL INTEGRITY FOR ALL MATERIALS FURNISHED. N NEW PARTITIONS TO BE NOTED AND DESCRIBED AS WALL PARTITION TYPES. O SUBCONTRACTOR TO VERIFY DIMENSIONS AND CONDITIONS SHOWN ON THESE DRAWINGS. ANY OMISSIONS, DISCREPANCIES, OR CONFLICTS MUST BE REPORTED TO THE DESIGN-BUILDER IMMEDIATELY. P DIMENSIONS ARE 4'-0" ABOVE FINISHED FLOOR AND FROM FACE OF FINISHED PARTITION. Q DRAWINGS SHOULD NOT BE SCALED - DIMENSIONS GOVERN. LARGE SCALE DRAWINGS GOVERN OVER SMALL SCALE DRAWINGS. R THE TYPICAL DIMENSION FROM THE HINGE SIDE OF A DOOR OPENING IS TO THE FACE OF ADJACENT PERPENDICULAR WALL IS 3" U.N.O. S WHEREVER A PENETRATION OCCURS IN A FIRE-RATED ENCLOSURE SUCH AS WALLS OR SLABS, THE SPACE AROUND THE PENETRATION SHALL NOT EXCEED 1/2", SHALL BE PACKED WITH SOLID MINERAL WOOL (OR EQUAL), AND SHALL BE CLOSED OFF WITH A TIGHT FITTING ESCUTCHEON PLATE (OR EQUAL) ON BOTH SIDES OF THE FIRE-RATED ENCLOSURE TO ENSURE A FULL FIRE-RATING IN COMPLIANCE WITH THE CODE. T ANY DOOR CLOSER SHALL BE MOUNTED ON THE TENANT SIDE OF ENTRY DOORS. U PROVIDE ROD AND SHELF AT COAT CLOSETS. 1 A303 1 A300 1 A301 1 A302 1 A 2 B C D 3 4 6 7 8 1 A401 5 34' - 0"34' - 0"34' - 0"34' - 0"34' - 0"34' - 0"34' - 0"46' - 6"32' - 0"46' - 6"1 A400 170 SF STAIR 1 1101 170 SF STAIR 2 1102354 2773' - 0"99' - 0"3' - 0"31' - 0"3' - 0"31' - 0"3' - 0"16' - 5 1/4"3' - 0"43' - 9"1' - 3"2' - 6"27' - 0"2' - 6"1' - 3"43' - 9"1' - 6"1' - 6"3' - 0"17' - 6"87' - 0"17' - 6"3' - 0"46' - 6"32' - 0"46' - 6"32' - 0"39' - 9 1/2"29' - 2 1/2"17' - 10 3/4"15' - 1 1/4"32' - 0"B6 2 A700 6 A701 6 A703 4 A151 3 Sim A3043 A051 2 100 SF BOH 1106 260 SF WOMENS 1104 250 SF MENS 1105 23560 SF OFFICE 1100 170 SF SERVICE ELEV 1107 170 SF BOH 1110 50 SF BOH 1109 90 SF BOH 1108 PLAN KEYNOTES 1 6" CONCRETE FILLED EXTERIOR BOLLARD - SEE CIVIL DRAWINGS 2 HOSE BIB 3 CONCRETE STOOP WITH FROST FOOTING - SEE STRUCT. 4 SPRINKLER RISER 5 GAS METER 6 FIRE DEPARTMENT CONNECTION 7 ELECTRICAL PANELS - SEE ELEC. PLANS 8 NOT USED 9 NOT USED 10 ACCESS PANEL - SEE MECH. R RYAN A+E, INC. 50 South Tenth Street, Suite 300 Minneapolis, MN 55403-2012 612-492-4000 tel 612-492-3000 fax PROJECT NAME LOCATION SHEET TITLE DRAWN BY CHECKED BY JOB NO.DATE SHEET NO. WWW.RYANCOMPANIES.COM © 2014 RYAN A+E, INC.PRELIMINARYNOT FOR CONSTRUCTIONI hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Registered Architect under the laws of the State of Minnesota 6.20.2016 CITY SUBMITTAL 6/17/2016 3:10:34 PM Author Checker 700270 6.20.2016 A104 10 WEST END FLOOR PLAN - LEVEL 11 St. Louis Park & Golden Valley, MN N 1/8" = 1'-0"A104 1 LEVEL 11 ISSUE RECORD ISSUE # DATE DESCRIPTION GENERAL NOTES A REFER TO STRUCTURAL DRAWINGS FOR SLAB ON GRADE CONSTRUCTION, CONTROL AND ISOLATION JOINTS. B COORDINATE UNDERGROUND AND UNDER SLAB UTILITIES WITH RELEVANT TRADES PRIOR TO SLAB POUR. COORDINATE ALL SLEEVES THROUGH/UNDER FOOTING AND FOUNDATION WITH STRUCTURAL ENGINEER. C PROVIDE FIRE EXTINGUISHERS OF SIZE, TYPE, AND LOCATION AS REQUIRED BY THE FIRE MARSHAL. D DIMENSIONS ARE TO FACE OF MASONRY OR FACE OF GYP. BD. U.N.O. E SEE SHEET A600 FOR WALL TYPE INFORMATION F SEE SHEET A601 FOR PARTITION TYPE INFORMATION G ALL WALLS TO ROOF DECK TO BE CONSTRUCTED TO ACCOMMODATE DEFLECTION OF ROOF STRUCTURE. H REFER TO STRUCTURAL ENGINEERING DRAWINGS FOR ADDITIONAL INFORMATION PERTAINING TO STRUCTURAL COMPONENT SIZES, LOCATIONS, CONFIGURATIONS, AND CAPACITIES. J ALL THRESHOLDS TO BE 1/2" HIGH MAX. K PROVIDE MOISTURE RESISTANT GYP BD. ON TOILET ROOM WET WALL AND ADJACENT TO JANITOR SINK. L PROVIDE CONTROL JOINTS IN GYP. BD. AS RECOMMENDED BY MANUFACTURER. M STAIR SUPPLIER SHALL BE RESPONSIBLE FOR CODE COMPLIANCE AND STRUCTURAL INTEGRITY FOR ALL MATERIALS FURNISHED. N NEW PARTITIONS TO BE NOTED AND DESCRIBED AS WALL PARTITION TYPES. O SUBCONTRACTOR TO VERIFY DIMENSIONS AND CONDITIONS SHOWN ON THESE DRAWINGS. ANY OMISSIONS, DISCREPANCIES, OR CONFLICTS MUST BE REPORTED TO THE DESIGN-BUILDER IMMEDIATELY. P DIMENSIONS ARE 4'-0" ABOVE FINISHED FLOOR AND FROM FACE OF FINISHED PARTITION. Q DRAWINGS SHOULD NOT BE SCALED - DIMENSIONS GOVERN. LARGE SCALE DRAWINGS GOVERN OVER SMALL SCALE DRAWINGS. R THE TYPICAL DIMENSION FROM THE HINGE SIDE OF A DOOR OPENING IS TO THE FACE OF ADJACENT PERPENDICULAR WALL IS 3" U.N.O. S WHEREVER A PENETRATION OCCURS IN A FIRE-RATED ENCLOSURE SUCH AS WALLS OR SLABS, THE SPACE AROUND THE PENETRATION SHALL NOT EXCEED 1/2", SHALL BE PACKED WITH SOLID MINERAL WOOL (OR EQUAL), AND SHALL BE CLOSED OFF WITH A TIGHT FITTING ESCUTCHEON PLATE (OR EQUAL) ON BOTH SIDES OF THE FIRE-RATED ENCLOSURE TO ENSURE A FULL FIRE-RATING IN COMPLIANCE WITH THE CODE. T ANY DOOR CLOSER SHALL BE MOUNTED ON THE TENANT SIDE OF ENTRY DOORS. U PROVIDE ROD AND SHELF AT COAT CLOSETS. 1 A 2 B C D 3 4 6 7 85 6' - 0"46' - 6"32' - 0"46' - 6"6' - 0"6' - 0"34' - 0"34' - 0"34' - 0"34' - 0"34' - 0"34' - 0"34' - 0"6' - 0" 1 A400 1080 SF BOILER 1200 170 SF STAIR 2 1202 143 A701 7 A3043 A051 2 PLAN KEYNOTES 1 6" CONCRETE FILLED EXTERIOR BOLLARD - SEE CIVIL DRAWINGS 2 HOSE BIB 3 CONCRETE STOOP WITH FROST FOOTING - SEE STRUCT. 4 SPRINKLER RISER 5 GAS METER 6 FIRE DEPARTMENT CONNECTION 7 ELECTRICAL PANELS - SEE ELEC. PLANS 8 NOT USED 9 NOT USED 10 ACCESS PANEL - SEE MECH. R RYAN A+E, INC. 50 South Tenth Street, Suite 300 Minneapolis, MN 55403-2012 612-492-4000 tel 612-492-3000 fax PROJECT NAME LOCATION SHEET TITLE DRAWN BY CHECKED BY JOB NO.DATE SHEET NO. WWW.RYANCOMPANIES.COM © 2014 RYAN A+E, INC.PRELIMINARYNOT FOR CONSTRUCTIONI hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Registered Architect under the laws of the State of Minnesota 6.20.2016 CITY SUBMITTAL 6/17/2016 3:10:36 PM Author Checker 700270 6.20.2016 A105 10 WEST END FLOOR PLAN - LEVEL 12 (PENTHOUSE) St. Louis Park & Golden Valley, MN N 1/8" = 1'-0"A105 1 LEVEL 12 - PENTHOUSE ISSUE RECORD ISSUE # DATE DESCRIPTION R R R RRR R DN DN 1 A303 1 A300 1 A301 1 A302 1 A 2 B C D 3 4 6 7 8 1 A401 5 1 A400 1 A701 2 A701 2 A700 1 A700 1 A702 2 A702 A3043 A304 1 A051 2 R RYAN A+E, INC. 50 South Tenth Street, Suite 300 Minneapolis, MN 55403-2012 612-492-4000 tel 612-492-3000 fax PROJECT NAME LOCATION SHEET TITLE DRAWN BY CHECKED BY JOB NO.DATE SHEET NO. WWW.RYANCOMPANIES.COM © 2014 RYAN A+E, INC.PRELIMINARYNOT FOR CONSTRUCTIONI hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Registered Architect under the laws of the State of Minnesota 6.20.2016 CITY SUBMITTAL 6/17/2016 3:10:42 PM Author Checker 700270 6.20.2016 A120 10 WEST END ROOF PLAN St. Louis Park & Golden Valley, MN 1/8" = 1'-0"A120 1 ROOF N ISSUE RECORD ISSUE # DATE DESCRIPTION DN 1 A303 A B C D 8 1 A400 21' - 0 1/2" 23' - 10 1/2"13' - 10 3/8"310 SF GENERATOR 541 FULL LOUVERED WALL 3' - 0" 20' - 0" 10' - 3"15' - 0"11' - 6" A304 2 A B C D 8 2 X201 1 A400 46' - 6"32' - 0"46' - 6"78' - 6"AA BB CC DD 8 8 A304 2 GENERAL NOTES A REFER TO STRUCTURAL DRAWINGS FOR SLAB ON GRADE CONSTRUCTION, CONTROL AND ISOLATION JOINTS. B COORDINATE UNDERGROUND AND UNDER SLAB UTILITIES WITH RELEVANT TRADES PRIOR TO SLAB POUR. COORDINATE ALL SLEEVES THROUGH/UNDER FOOTING AND FOUNDATION WITH STRUCTURAL ENGINEER. C PROVIDE FIRE EXTINGUISHERS OF SIZE, TYPE, AND LOCATION AS REQUIRED BY THE FIRE MARSHAL. D DIMENSIONS ARE TO FACE OF MASONRY OR FACE OF GYP. BD. U.N.O. E SEE SHEET A600 FOR WALL TYPE INFORMATION F SEE SHEET A601 FOR PARTITION TYPE INFORMATION G ALL WALLS TO ROOF DECK TO BE CONSTRUCTED TO ACCOMMODATE DEFLECTION OF ROOF STRUCTURE. H REFER TO STRUCTURAL ENGINEERING DRAWINGS FOR ADDITIONAL INFORMATION PERTAINING TO STRUCTURAL COMPONENT SIZES, LOCATIONS, CONFIGURATIONS, AND CAPACITIES. J ALL THRESHOLDS TO BE 1/2" HIGH MAX. K PROVIDE MOISTURE RESISTANT GYP BD. ON TOILET ROOM WET WALL AND ADJACENT TO JANITOR SINK. L PROVIDE CONTROL JOINTS IN GYP. BD. AS RECOMMENDED BY MANUFACTURER. M STAIR SUPPLIER SHALL BE RESPONSIBLE FOR CODE COMPLIANCE AND STRUCTURAL INTEGRITY FOR ALL MATERIALS FURNISHED. N NEW PARTITIONS TO BE NOTED AND DESCRIBED AS WALL PARTITION TYPES. O SUBCONTRACTOR TO VERIFY DIMENSIONS AND CONDITIONS SHOWN ON THESE DRAWINGS. ANY OMISSIONS, DISCREPANCIES, OR CONFLICTS MUST BE REPORTED TO THE DESIGN-BUILDER IMMEDIATELY. P DIMENSIONS ARE 4'-0" ABOVE FINISHED FLOOR AND FROM FACE OF FINISHED PARTITION. Q DRAWINGS SHOULD NOT BE SCALED - DIMENSIONS GOVERN. LARGE SCALE DRAWINGS GOVERN OVER SMALL SCALE DRAWINGS. R THE TYPICAL DIMENSION FROM THE HINGE SIDE OF A DOOR OPENING IS TO THE FACE OF ADJACENT PERPENDICULAR WALL IS 3" U.N.O. S WHEREVER A PENETRATION OCCURS IN A FIRE-RATED ENCLOSURE SUCH AS WALLS OR SLABS, THE SPACE AROUND THE PENETRATION SHALL NOT EXCEED 1/2", SHALL BE PACKED WITH SOLID MINERAL WOOL (OR EQUAL), AND SHALL BE CLOSED OFF WITH A TIGHT FITTING ESCUTCHEON PLATE (OR EQUAL) ON BOTH SIDES OF THE FIRE-RATED ENCLOSURE TO ENSURE A FULL FIRE-RATING IN COMPLIANCE WITH THE CODE. T ANY DOOR CLOSER SHALL BE MOUNTED ON THE TENANT SIDE OF ENTRY DOORS. U PROVIDE ROD AND SHELF AT COAT CLOSETS. R RYAN A+E, INC. 50 South Tenth Street, Suite 300 Minneapolis, MN 55403-2012 612-492-4000 tel 612-492-3000 fax PROJECT NAME LOCATION SHEET TITLE DRAWN BY CHECKED BY JOB NO.DATE SHEET NO. WWW.RYANCOMPANIES.COM © 2014 RYAN A+E, INC.PRELIMINARYNOT FOR CONSTRUCTIONI hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Registered Architect under the laws of the State of Minnesota 6.20.2016 CITY SUBMITTAL 6/17/2016 3:10:46 PM Author Checker 700270 6.20.2016 A150 10 WEST END FLOOR PLAN - LOADING DOCK St. Louis Park & Golden Valley, MN 1/8" = 1'-0"A150 1 LOADING DOCK - LEVEL 1 PLAN 1/8" = 1'-0"A150 2 LOADING DOCK - SKYWAY PLAN N ISSUE RECORD ISSUE # DATE DESCRIPTION LEVEL 1 885' - 9" LEVEL 2 900' - 9" 1 LEVEL 3 915' - 9" LEVEL 4 929' - 9" LEVEL 5 943' - 9" LEVEL 6 957' - 9" LEVEL 7 971' - 9" LEVEL 8 985' - 9" LEVEL 9 999' - 9" LEVEL 10 1013' - 9" LEVEL 11 1027' - 9" MECH PENTHOUSE 1043' - 9" 2 3 4 6 7 8 1 A401 5 APC-1S MP-5 GL-21T MP-5 MP-5 MP-5 MP-5MP-5 MP-5 APC-1S GL-21 GL-21 MP-5 MP-5 FB-1 MP-5 FB-1 LOADING DOCK 882' - 5" W1 W1 W1 W1 W1 W1 W1 W1 W1 W1 W2 W1W3 W17 W17 W17 W17 W17 W17 W17 W17 W17 W17 W17 W17 W17 W17 W17 W17 W17 W17 W17 W17 W17 W17 W17 W17 W17 W17 W17 W17 W17 W17 W17 W17 W17 W17 W17 W17 W17 W17 W17 W17 W17 W17 W17 W17 W17 W17 W17 W17 W17 W17 W17 W17 W17 W17 W17 W17 W17 W17 W17 W17 W17 W17 W17 W17 W17 W17 W17 W17 W17 W17 W17 W17 W17 W17 W17 W17 W17 W17 W17 W17 W17 W17 W17 W17 W17 W17 W17 W17 W17 W17 W17 W17 W17 W17 W17 W17 W21 W21 W21 W21 W21 W21 W21 W21 W22W23W23 W23 W23 W23 W25 MP-5 MP-5 GL-21T WOOD SOFFIT WOOD SOFFIT EXTERIOR MATERIALS % GLASS 50.00%= BRICK 30.75%= PREFINISHED METAL 13.11%= ARCHITECTURAL PRECAST 5.39%= STONE 0.75%= R RYAN A+E, INC. 50 South Tenth Street, Suite 300 Minneapolis, MN 55403-2012 612-492-4000 tel 612-492-3000 fax PROJECT NAME LOCATION SHEET TITLE DRAWN BY CHECKED BY JOB NO.DATE SHEET NO. WWW.RYANCOMPANIES.COM © 2014 RYAN A+E, INC.PRELIMINARYNOT FOR CONSTRUCTIONI hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Registered Architect under the laws of the State of Minnesota 7.8.2016 SD SET 7/8/2016 1:38:52 PM Author Checker 700270 7.8.2016 A300 10 WEST END EXTERIOR ELEVATION - SOUTH 1601 Utica Avenue South St Louis Park, MN 55416 1/8" = 1'-0"A300 1 SOUTH ELEVATION ISSUE RECORD ISSUE # DATE DESCRIPTION LEVEL 1 885' - 9" LEVEL 2 900' - 9" A LEVEL 3 915' - 9" LEVEL 4 929' - 9" LEVEL 5 943' - 9" LEVEL 6 957' - 9" LEVEL 7 971' - 9" LEVEL 8 985' - 9" LEVEL 9 999' - 9" LEVEL 10 1013' - 9" LEVEL 11 1027' - 9" MECH PENTHOUSE 1043' - 9" BCD 1 A400 LOADING DOCK 882' - 5" W1 W1 W4 W5A W4 W1 W1 W15 W16 W16 W16 W20 W18 W18 W18 W18 W18 W18 W18 W18 W18 W18 W18 W18 W18 W18 W18 W18 W17 W17 W17 W17 W17 W17 W17 W17 W17 W17 W17 W17 W17 W17 W17 W17 W17 W17 W17 W17 W17 W17 W17 W17 W17 W17 W17 W17 W17 W17 W17 W17 W29 W28W28 W15 W15 W15 W5B FB-1 MP-5MP-5 MP-5 MP-5 APC-1S MP-5MP-5 FB-1 STN-12 WOOD SOFFIT WOOD SOFFIT WOOD SOFFIT WOOD SOFFIT GL-21 GL-42 GL-21 EXTERIOR MATERIALS % GLASS 50.00%= BRICK 30.75%= PREFINISHED METAL 13.11%= ARCHITECTURAL PRECAST 5.39%= STONE 0.75%= R RYAN A+E, INC. 50 South Tenth Street, Suite 300 Minneapolis, MN 55403-2012 612-492-4000 tel 612-492-3000 fax PROJECT NAME LOCATION SHEET TITLE DRAWN BY CHECKED BY JOB NO.DATE SHEET NO. WWW.RYANCOMPANIES.COM © 2014 RYAN A+E, INC.PRELIMINARYNOT FOR CONSTRUCTIONI hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Registered Architect under the laws of the State of Minnesota 7.8.2016 SD SET 7/8/2016 1:38:58 PM Author Checker 700270 7.8.2016 A301 10 WEST END EXTERIOR ELEVATION - WEST 1601 Utica Avenue South St Louis Park, MN 55416 1/8" = 1'-0"A301 1 WEST ELEVATION MATERIAL ID MATERIAL ID DESCRIPTION UNIFORMAT CODE SPEC SECTION ACT-1 ACT-1_Acoustic Ceiling Tile - (24x24, 5/8", tegular edge, 15/16 grid)C3030.231 095123 AIR AIR - Air Space APC-1 APC-1 - Architectural Precast Concrete Wall Panel @ Tower APC-1S APC-1S - Architectural Precast Concrete Wall Panel @ Tower(SPANDREL) CMU-1 CMU-1_CMU - Normal (or medium) weight units C1020.120 042000 CONC-1 CONC-1_Concrete, Core/Foundation Walls 033000 CONC-2 CONC-2_Normal Weight Concrete Slab, Floors 033000 FB-1 FB-1_Face Brick - (3-5/8" wide x 2-5/16" high x 7-5/8" long)1 74213 GL-21 GL-21_Glass, Insulated - Low-E, clear unit 088100 GL-21T GL-21T_Glass, Insulated - Low-E, clear, tempered 088100 GL-42 GL-42_Glass, Spandrel - Tinted, insulated unit with ceramic frit 088100 GYP BD-1 GYP BD-1_Gypsum Board - 5/8" fire-rated type "X" gypsum board C1010.870 092900 GYP BD-21 GYP BD-21_Gypsum Board - 1" shaft liner C1010.480 092900 INSUL-2 INSUL-2_Insulation, Extruded Polystyrene - Wall insulation B2010.860 072100 INSUL-4 INSUL-4_Insulation, Extruded Polystyrene - High density horizontal rigid insulation (40 PSI)B3010.240 072100 INSUL-21 INSUL-21_Insulation, Fiberglass/Mineral Wool - Interior, Foil-faced fiberglass batt insulation with integral vapor barrier C1010.305 072100 LVR-1 LVR-1_Louver - Prefinished aluminum B2011.170 089100 MET STUD-1 MET STUD-1_Metal Stud Framing, Interior - Non-load bearing, 20 ga, size as indicated C1010.880 092216 MP-1 MP-1_Metal Panels - Composite aluminum panel with return (4mm, wet sealed)B2010.730 074243 MP-5 MP-5_Metal Panels - Formed solid metal panels (1/8" thick)B2010.765 074213 MTL DK-1 Metal Deck 053100 PLAM-1 PLAM-1_(manufacturer, series number, name)E2010.120 064100/123530 SC-2 SC-2_Sealed Concrete - Accent Color STL STUD-1 STL STUD-1_Steel Stud Framing, Exterior - Structural steel studs, 16 ga. Galvanized B2011.100 054100 STN-12 STN-12_Stone - (Granite)C3010.355 044200/049010 WIN AFS-1 WIN AFS-2_Aluminum Framing Systems - Exterior storefront - Clear Wall (2 1/2" x 5")B2020.140 084113 WLAM-1 WLAM-1_Wood Laminate - (manufacturer, series number, name)C3020.480 064116 ISSUE RECORD ISSUE # DATE DESCRIPTION LEVEL 1 885' - 9" LEVEL 2 900' - 9" 1 LEVEL 3 915' - 9" LEVEL 4 929' - 9" LEVEL 5 943' - 9" LEVEL 6 957' - 9" LEVEL 7 971' - 9" LEVEL 8 985' - 9" LEVEL 9 999' - 9" LEVEL 10 1013' - 9" LEVEL 11 1027' - 9" MECH PENTHOUSE 1043' - 9" 234678 1 A401 5 LOADING DOCK 882' - 5" W7 W2 W1 W1 W6 W1 W1 W1 W3 W8 W8 W8 W8 W17 W17 W17 W17 W17 W17 W17 W17 W17 W17 W17 W17 W17 W17 W17 W17 W17 W17 W17 W17 W17 W17 W17 W17 W17 W17 W17 W17 W17 W17 W17 W17 W17 W17 W17 W17 W17 W17 W17 W17 W17 W17 W17 W17 W17 W17 W17 W17 W17 W17 W17 W17 W17 W17 W17 W17 W17 W17 W17 W17 W17 W17 W17 W17 W17 W17 W17 W17 W17 W17 W17 W17 W17 W17 W17 W17 W17 W17 W17 W17 W17 W17 W17 W17 W17 W17 W17 W17 W17 W17 W17 W17 W17 W17 W17 W17 W21 W21 W21 W21 W21 W21 W21 W21 W22 W23 W23W23W23W23W26 WOOD SOFFIT MP-5 MP-5 FB-1 MP-1 STN-12 GL-21T MP-5 MP-5 GL-21T MP-5MP-5 MP-5 MP-5 APC-1S FB-1 GL-21T FB-1 MP-5 MP-5 GL-21 APC-1S GL-21T MP-5 LVR-1 MP-5 EXTERIOR MATERIALS % GLASS 50.00%= BRICK 30.75%= PREFINISHED METAL 13.11%= ARCHITECTURAL PRECAST 5.39%= STONE 0.75%= R RYAN A+E, INC. 50 South Tenth Street, Suite 300 Minneapolis, MN 55403-2012 612-492-4000 tel 612-492-3000 fax PROJECT NAME LOCATION SHEET TITLE DRAWN BY CHECKED BY JOB NO.DATE SHEET NO. WWW.RYANCOMPANIES.COM © 2014 RYAN A+E, INC.PRELIMINARYNOT FOR CONSTRUCTIONI hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Registered Architect under the laws of the State of Minnesota 7.8.2016 SD SET 7/8/2016 1:39:05 PM Author Checker 700270 7.8.2016 A302 10 WEST END EXTERIOR ELEVATION - NORTH 1601 Utica Avenue South St Louis Park, MN 55416 1/8" = 1'-0"A302 1 NORTH ELEVATION ISSUE RECORD ISSUE # DATE DESCRIPTION LEVEL 1 885' - 9" LEVEL 2 900' - 9" A LEVEL 3 915' - 9" LEVEL 4 929' - 9" LEVEL 5 943' - 9" LEVEL 6 957' - 9" LEVEL 7 971' - 9" LEVEL 8 985' - 9" LEVEL 9 999' - 9" LEVEL 10 1013' - 9" LEVEL 11 1027' - 9" MECH PENTHOUSE 1043' - 9" B C D 1 A400 MP-5 MP-5 GL-21 MP-5MP-5 GL-21 APC-1S MP-5 GL-21 LOADING DOCK 882' - 5" W11 W10 W9 W9 W17 W17 W18 W15 W17 W17 W18 W17W17W18 W17W17W18 W17 W17 W18 W17 W17 W18 W17W17W18 W17W17W18 W17 W17 W18 W17 W17 W18 W17W17W18 W17W17W18 W17 W17 W18 W17 W17 W18 W17W17W18 W17W17W18W19 W24 W27W26 W26 W24 W15 W16 W15 W16 W15 W16 FB-1 STN-12 GL-21 APC-1S MP-5 FB-1 STN-12 APC-1S GL-21 MP-5MP-5 GL-21 MP-5 MP-5 WOOD SOFFIT EXTERIOR MATERIALS % GLASS 50.00%= BRICK 30.75%= PREFINISHED METAL 13.11%= ARCHITECTURAL PRECAST 5.39%= STONE 0.75%= R RYAN A+E, INC. 50 South Tenth Street, Suite 300 Minneapolis, MN 55403-2012 612-492-4000 tel 612-492-3000 fax PROJECT NAME LOCATION SHEET TITLE DRAWN BY CHECKED BY JOB NO.DATE SHEET NO. WWW.RYANCOMPANIES.COM © 2014 RYAN A+E, INC.PRELIMINARYNOT FOR CONSTRUCTIONI hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Registered Architect under the laws of the State of Minnesota 7.8.2016 SD SET 7/8/2016 1:39:10 PM Author Checker 700270 7.8.2016 A303 10 WEST END EXTERIOR ELEVATION - EAST 1601 Utica Avenue South St Louis Park, MN 55416 1/8" = 1'-0"A303 1 EAST ELEVATION MATERIAL ID MATERIAL ID DESCRIPTION UNIFORMAT CODE SPEC SECTION ACT-1 ACT-1_Acoustic Ceiling Tile - (24x24, 5/8", tegular edge, 15/16 grid)C3030.231 095123 AIR AIR - Air Space APC-1 APC-1 - Architectural Precast Concrete Wall Panel @ Tower APC-1S APC-1S - Architectural Precast Concrete Wall Panel @ Tower(SPANDREL) CMU-1 CMU-1_CMU - Normal (or medium) weight units C1020.120 042000 CONC-1 CONC-1_Concrete, Core/Foundation Walls 033000 CONC-2 CONC-2_Normal Weight Concrete Slab, Floors 033000 FB-1 FB-1_Face Brick - (3-5/8" wide x 2-5/16" high x 7-5/8" long)1 74213 GL-21 GL-21_Glass, Insulated - Low-E, clear unit 088100 GL-21T GL-21T_Glass, Insulated - Low-E, clear, tempered 088100 GL-42 GL-42_Glass, Spandrel - Tinted, insulated unit with ceramic frit 088100 GYP BD-1 GYP BD-1_Gypsum Board - 5/8" fire-rated type "X" gypsum board C1010.870 092900 GYP BD-21 GYP BD-21_Gypsum Board - 1" shaft liner C1010.480 092900 INSUL-2 INSUL-2_Insulation, Extruded Polystyrene - Wall insulation B2010.860 072100 INSUL-4 INSUL-4_Insulation, Extruded Polystyrene - High density horizontal rigid insulation (40 PSI)B3010.240 072100 INSUL-21 INSUL-21_Insulation, Fiberglass/Mineral Wool - Interior, Foil-faced fiberglass batt insulation with integral vapor barrier C1010.305 072100 LVR-1 LVR-1_Louver - Prefinished aluminum B2011.170 089100 MET STUD-1 MET STUD-1_Metal Stud Framing, Interior - Non-load bearing, 20 ga, size as indicated C1010.880 092216 MP-1 MP-1_Metal Panels - Composite aluminum panel with return (4mm, wet sealed)B2010.730 074243 MP-5 MP-5_Metal Panels - Formed solid metal panels (1/8" thick)B2010.765 074213 MTL DK-1 Metal Deck 053100 PLAM-1 PLAM-1_(manufacturer, series number, name)E2010.120 064100/123530 SC-2 SC-2_Sealed Concrete - Accent Color STL STUD-1 STL STUD-1_Steel Stud Framing, Exterior - Structural steel studs, 16 ga. Galvanized B2011.100 054100 STN-12 STN-12_Stone - (Granite)C3010.355 044200/049010 WIN AFS-1 WIN AFS-2_Aluminum Framing Systems - Exterior storefront - Clear Wall (2 1/2" x 5")B2020.140 084113 WLAM-1 WLAM-1_Wood Laminate - (manufacturer, series number, name)C3020.480 064116 ISSUE RECORD ISSUE # DATE DESCRIPTION Phone (320) 253-9495 3701 12th Street North, Suite 206 Fax (320) 253-8737 St. Cloud, MN 56303 Toll Free (800) 270-9495 R:\Projects\700\200\700-270 West End Office Development\CIVIL\_dwg Sheet Files\FINAL PLAT - West End Office.dwg Planning Commission Meeting Date: July 20, 2016 Agenda Item 3C 3C. Meadowbrook Manor Clubhouse - Conditional Use Permit Case No.: 16-24-CUP Location: 6922-6932 Meadowbrook Blvd Applicant: Owner: Sambetek, Inc. Meadowbrook Manor Apartments, LLC Recommended Action: Chair to close public hearing. Motion to recommend approval of the Conditional Use Permit for 6922-6932 Meadowbrook Blvd subject to conditions recommended by Staff. Review Deadline: 60 Days: 8/19/2016 120 Days: 10/18/2016 Description of Request: Applicant, Sambetek, Inc., on behalf of the owner, Meadowbrook Manor Apartments, LLC is requesting approval of a conditional use permit to do construction within a multi-family development in the R-4 Multiple Family Residence Zoning District. Meadowbrook Manor was originally constructed prior to the conditional use permit requirement for multiple-family developments within the R-4 Zoning District and is a legal non-conforming development within the city. This request helps bring the overall property closer to compliance and assures the new construction is in full compliance with St. Louis Park’s existing zoning ordinance. Agenda Item No. 3C. Meadowbrook Manor Clubhouse CUP Page 2 Meeting Date: July 20, 2016 Location: Agenda Item No. 3C. Meadowbrook Manor Clubhouse CUP Page 3 Meeting Date: July 20, 2016 Zoning Analysis: Comprehensive Plan: Medium Density Residential Zoning District(s): R-4 Multiple-family Residential Neighborhood: Meadowbrook Proposal: The applicant is proposing to construct an 11,484 square foot clubhouse, swimming pool, ten surface parking spaces, detention pond, and significant landscape additions in place of the existing 2,585 square foot apartment building located at 6922-6932 Meadowbrook Blvd. The proposal includes the addition of a new 3,696 square foot maintenance shed and a conditional use permit to add 5,000 cubic yards of fill to the site. The zoning ordinance allows clubhouses, pools, and maintenance facilities as accessory uses to a multiple-family residential development. A conditional use permit is also required to move more than 400 cubic yards of soil. The proposed plans requires the excavation of approximately 5,000 cubic yards of soil. Existing Conditions Clubhouse: The 1.74 acre area of the work on the property currently includes a six-unit townhome building and lawn. The proposal is to demolish the 6-unit townhome building. Proposed Clubhouse: If approved, Meadowbrook Manor Apartments, LLC will construct an 11,484 square foot clubhouse, swimming pool, ten surface parking spaces, bicycling parking facilities, a detention pond, and significant landscape additions. Existing Conditions Maintenance Shed: The property is improved with nine surface parking stalls. Proposed Maintenance Shed: If approved, Meadowbrook Manor Apartments, LLC will construct a 3,696 square foot maintenance shed to house additional maintenance equipment to serve the development. The construction would remove five parking spaces in this location. Site Plan: The proposed clubhouse is located on Meadowbrook Lot 003 and Meadowbrook Lot 004 north of Meadowbrook Blvd, east of Meadowbrook Lane, west of Louisiana Ave, and south of Minnehaha Creek. The overall Meadowbrook Manor site is 25.94 acres and the proposed project would disturb 1.74 acres. The applicant has submitted paperwork to the city to request the combination of Lot 003 and Lot 004 in Hennepin County records. The two lots will be consolidated prior to occupancy. Access: The clubhouse property is accessed via a driveway from Meadowbrook Blvd. while the maintenance shed is accessed via a parking lot accessed from Meadowbrook Blvd. There are sidewalks being reconstructed on the south side of the clubhouse parking lot fronting Meadowbrook Blvd with connections from the sidewalk to the clubhouse on both the east and west edges of the parking lot. Main access to the pool area will be provided through the clubhouse building, and there will be additional gate access to the pool on the north side of the clubhouse. The pool access will be electronically controlled through the use of electronic key fobs. Agenda Item No. 3C. Meadowbrook Manor Clubhouse CUP Page 4 Meeting Date: July 20, 2016 Maintenance access for the detention pond and pool will be provided by an unimproved connection off a residential parking lot accessed via Meadowbrook Lane. Parking: The Meadowbrook Manor Apartment Community has a total of 423 parking spaces, not including spaces located on street or within garages. The existing clubhouse site will add ten additional off-street parking spaces along Meadowbrook Blvd. These spaces are reserved for clubhouse users including clubhouse visitors, future tenants, and leasing agents. The proposed maintenance shed requires the removal of five parking spaces. The overall onsite parking counts will increase by five parking spaces with the approval of this project. Two of the added spaces will be ADA accessible. Staff finds that the parking requirement for the clubhouse and maintenance shed is met is met. Bicycle Parking: There is currently no dedicated bicycle parking provided throughout the Meadowbrook Manor Apartment complex. The proposed clubhouse would provide 5 dedicated bicycle parking spaces located near the entrance to the clubhouse. Staff finds that the bicycle parking requirement for the clubhouse and maintenance shed is met. Landscaping: City Code requires at least 1 tree per 1,000 square feet of floor area. There are currently 4 canopy trees and one ornamental tree on the clubhouse site. A total of 18 trees are required for the clubhouse and maintenance shed. The applicant is proposing to add 27 canopy trees and 15 ornamental trees surrounding the clubhouse and pool area. City Code also requires at least six shrubs per 1,000 square feet of floor area. There are a total of three existing shrubs on the clubhouse site. A total of 105 shrubs are required to comply with city code. The applicant is proposing the addition of 162 shrubs surrounding the clubhouse and pool area. Staff finds that the landscaping requirement is met. Designed Outdoor Recreation Area (DORA): The DORA requirements for the development is at least 12% of the building lot. Approximately 15.55% of the Meadowbrook Manor Community property, including the addition of the swimming pool, is open and accessible via private sidewalks to community residents. Meadowbrook Manor Apartments have also provided easements to access a recreational trail on Minnehaha Creek. Staff finds that the DORA requirement is met. Agenda Item No. 3C. Meadowbrook Manor Clubhouse CUP Page 5 Meeting Date: July 20, 2016 Architecture: The exterior materials for the clubhouse and maintenance building are primarily glass, brick, stone, and stucco, and fiber-cement board siding and metal. City Code requires each elevation to have at least 60% Class 1 materials on each elevation if the elevation can be seen from offsite. Of the materials listed above, glass, brick, stone, and 10% of the fiber-cement board siding are considered Class 1. The remaining materials are Class 2. The material breakdown by elevation follows: Clubhouse Elevation: Class 1 Class 2 North 67.2% 32.8% South 79.7% 20.3% West 67.8% 32.2% East 66.9% 33.1% Maintenance Building Elevation: Class 1 Class 2 North NA 100.0% South 72.7% 27.3% West 66.4% 33.6% East 80.7% 19.3% The north elevation on the maintenance building does not meet the minimum Class 1 materials requirement as it is not visible from properties off site. The north elevation faces Minnehaha Creek and is located on top of a steep bank. Stormwater: The site is currently 39.6% impervious. The proposal will slightly increase the impervious surface to 41.1%. The stormwater requirements for the clubhouse and maintenance shed are met through the construction of a new detention pond located on the north side of the site. Engineering has reviewed the detention pond and finds it meets all requirements. Conditional Use Permit for Excavating: The applicant is proposing to remove 5,000 cubic yards of material from the site in order to construct the clubhouse, pool, and detention pond. The applicant is proposing to excavate approximately nine truck trips per day for the first 60 days of construction for a total of 60 trips. The applicant shall follow MNDOT standards for hauling and disposal of materials. The designated truck routes include Meadowbrook Blvd., Excelsior Blvd., and Louisiana Ave. Construction Hours: The applicant is proposing construction between September 16, 2016 through March 16, 2017 with construction occurring on weekdays between 7 a.m. and 7 p.m. and on weekends from 7 a.m. to 3 p.m. Agenda Item No. 3C. Meadowbrook Manor Clubhouse CUP Page 6 Meeting Date: July 20, 2016 Neighborhood Meeting: A neighborhood meeting was conducted on July 6, 2016 at 6:30 p.m. at the St. Louis Park Municipal Service Center. There were three members of the community in attendance, including the Meadowbrook Collaborative Coordinator. The following was discussed: 1. Are rental rate increases in response to the construction of the clubhouse? Management was present and assured the concerned citizens that the construction of the clubhouse is not contributing to the rise in rental rates. The rise in rental rates is in direct response to the housing market in the area. Rates at Meadowbrook Manor have historically been below market value, and even with the increase in rent are considered affordable for the area. 2. Interest in the amenities within the clubhouse: There will be a model apartment unit for perspective tenants, the leasing office, a theater space, a business center, a fitness center, a game room, a club room, and an after-hours secure package pickup area, which will allow residents to pick up packages after the leasing office is closed. Additional concerns were raised from a resident via email. The following concerns were included: 1. Increased rental rates due to the clubhouse. 2. Lack of interest for residential use of the clubhouse. 3. A waste of water resources for a pool, the potential of wildlife being attracted to the pool, and potential risks to the environment if the pool develops leaks. 4. Concern for noise from use of the pool. 5. Potential lack of maintenance of the pool area. Staff Recommendation: Staff recommends approval of the Conditional Use Permit to allow construction of the clubhouse, pool, parking lot, detention area and maintenance building and excavation of 5,000 cubic yards of material with the following conditions. 1. The site shall be developed, used and maintained in conformance with the Official Exhibits. a. Exhibit A: Site Development Plans i. Existing Conditions ii. Excavation Plan iii. Site Plan iv. Grading Plan v. Utility Plan vi. Landscape Plan vii. Survey b. Exhibit B: Elevations and Perspectives c. Exhibit C: DORA d. Exhibit D: Photometric Plan e. Exhibit E: Exterior Lighting Material f. Exhibit F: Tax Parcel Combination 2. All required permits shall be obtained prior to starting construction, including but not limited to: a. NPDES Grading/Construction Permit. b. City of St. Louis Park Erosion Control and Building Permits. c. A stormwater management permit from the Minnehaha Creek Watershed District. 3. Prior to starting any land disturbing activities, excluding demolition, the documentation for combining Lot 003 and Lot 004 shall be submitted to Hennepin County. Agenda Item No. 3C. Meadowbrook Manor Clubhouse CUP Page 7 Meeting Date: July 20, 2016 4. Stormwater Management: a. The drainage system is private and shall be privately owned and maintained. A maintenance agreement shall be recorded against the property. b. A stormwater pollution prevention plan will be required showing appropriate erosion control devices. c. A complete soils report shall be submitted prior to permitting. d. Pond discharge shall be coordinated with the Minnehaha Creek Watershed District. Attachments: Development Plans Lighting Exhibits Hennepin County Tax Parcel Divisions and Combination Form Prepared by: Jennifer Monson, Planner Reviewed by: Sean Walther, Planning & Zoning Supervisor Registration No.Date: I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly licensed professional ENGINEER under the laws of the state of Minnesota. If applicable, contact us for a wet signed copy of this plan which is available upon request at Sambatek's, Minnetonka, MN office. 05/31/201650475 Eric T. Luth Project Location Date Submittal / RevisionNo. Certification Sheet Title Summary Revision History Sheet No.Revision Project No. By Designed:Drawn: Approved: Book / Page: Phase:Initial Issue: ClientBIGOS MANAGEMENT 8325 WAYZATA BLVD, SUITE 300 GOLDEN VALLEY, MN MEADOWBROOK CLUBHOUSE ST. LOUIS PARK, MN 6922 - 6932 MEADOWBROOK BLVD ETL JMW EWM PRELIMINARY 05/31/2016 20555PRELIMINARY 06/20/16 JEB CITY COMMENTS Jun 20, 2016 - 3:03pm - User:577 L:\PROJECTS\20555\dwg\Civil\Preliminary\20555-C101-TITLE.dwg C1.01 TITLE SHEET DEVELOPER/OWNER BIGOS MANAGEMENT 8325 WAYZATA BLVD GOLDEN VALLEY, MN 55426 TEL 763-367-7402 CONTACT: SUMMER KRZOSKA ARCHITECT DORAN COMPANIES 7803 GLENROY ROAD, SUITE 200 BLOOMINGTON, MN 55439 TEL 952-288-2045 CONTACT: PATRICK MACNABB CIVIL ENGINEER SAMBATEK 12800 WHITEWATER DRIVE, SUITE 300 MINNETONKA, MN 55343 TEL 763-476-6010 FAX 763-476-8532 CONTACT: ERIC LUTH LANDSCAPING SAMBATEK 12800 WHITEWATER DRIVE, SUITE 300 MINNETONKA, MN 55343 TEL 763-476-6010 FAX 763-476-8532 CONTACT: WILLIAM DELANEY SURVEYOR SAMBATEK 12800 WHITEWATER DRIVE, SUITE 300 MINNETONKA, MN 55343 TEL 763-476-6010 FAX 763-476-8532 CONTACT: RICK BLOM SHEET INDEX SHEET DESCRIPTION C1.01 TITLE SHEET C2.01 EXISTING CONDITIONS - SELECTIVE SITE DEMO C2.02 GENERAL EXCAVATION PLAN C3.01 SITE PLAN C4.01 GRADING PLAN C5.01 UTILITY PLAN L1.01 LANDSCAPE PLAN L2.01 DETAILS PROPERTY SURVEY BY ACRE LAND SURVEYING (03/03/2016) LIGHTING PLAN for Preliminary Site Development Plans Meadowbrook Clubhouse Bigos Management St. Louis Park, Minnesota Presented by: NO SCALE VICINITY MAP SITE CONSULTANT CONTACT LIST: SCALE IN FEET 0 6030 Registration No.Date: I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly licensed professional ENGINEER under the laws of the state of Minnesota. If applicable, contact us for a wet signed copy of this plan which is available upon request at Sambatek's, Minnetonka, MN office. 05/31/201650475 Eric T. Luth Project Location Date Submittal / RevisionNo. Certification Sheet Title Summary Revision History Sheet No.Revision Project No. By Designed:Drawn: Approved: Book / Page: Phase:Initial Issue: ClientBIGOS MANAGEMENT 8325 WAYZATA BLVD, SUITE 300 GOLDEN VALLEY, MN MEADOWBROOK CLUBHOUSE ST. LOUIS PARK, MN 6922 - 6932 MEADOWBROOK BLVD ETL JMW EWM PRELIMINARY 05/31/2016 20555PRELIMINARY 06/20/16 JEB CITY COMMENTS LEGEND Jun 20, 2016 - 3:03pm - User:577 L:\PROJECTS\20555\dwg\Civil\Preliminary\20555-C201-EXCND.dwg C2.01 EXISTING CONDITIONS - SELECTIVE SITE DEMO 1. SUBJECT PROPERTIES ADDRESS IS 3800 EXCELSIOR BLVD., ST. LOUIS PARK, MN, ITS PROPERTY IDENTIFICATION NUMBER IS 2011721420001, THE GROSS AREA OF THE SUBJECT PROPERTY IS 4.55 ACRES OR 198,052 SQUARE FEET & 6841 MEADOWBROOK BLVD., ST. LOUIS PARK, MN, ITS PROPERTY IDENTIFICATION NUMBER IS 2011721130003, THE GROSS AREA OF THE SUBJECT PROPERTY IS 4.18 ACRES OR 182,000 SQUARE FEET & 6800 MEADOWBROOK BLVD., ST. LOUIS PARK, MN, ITS PROPERTY IDENTIFICATION NUMBER IS 2011721130004, THE GROSS AREA OF THE SUBJECT PROPERTY IS 6.64 ACRES OR 289,058 SQUARE FEET & 7000 EXCELSIOR BLVD., ST. LOUIS PARK, MN, ITS PROPERTY IDENTIFICATION NUMBER IS 2011721130005, THE GROSS AREA OF THE SUBJECT PROPERTY IS 10.58 ACRES OR 460,767SQUARE FEET. 2. THE SUBJECT PROPERTY IS ZONED R-4. 3. THE BUILDING(S) AND EXTERIOR DIMENSIONS OF THE OUTSIDE WALL AT GROUND LEVEL ARE SHOWN ON THE SURVEY. IT MAY NOT BE THE FOUNDATION WALL. PART OF LOTS 1, 2, 3 AND 4, MEADOWBROOK MANOR, HENNEPIN COUNTY, MINNESOTA. 1. BASIS FOR BEARINGS: (HENNEPIN COUNTY COORDINATE SYSTEM) - NAD83 (1996) (VIA REAL TIME GPS MEASUREMENTS UTILIZING MINNESOTA DEPARTMENT OF TRANSPORTATION VRS NETWORK). 2. THE BACKGROUND INFORMATION WAS PROVIDED BY ACRE LAND SURVEYING (763-458-2997) DATED 03/03/2016. FOUND MONUMENT SET MONUMENT MARKED LS 47481 ELECTRIC METER LIGHT SANITARY SEWER STORM SEWER WATERMAIN FLARED END SECTION ELECTRIC TRANSFORMER AIR CONDITIONER GUY ANCHOR HANDICAP STALL UTILITY POLE POST SIGN TELEPHONE PEDESTAL GAS METER EASEMENT LINE SETBACK LINE RESTRICTED ACCESS BUILDING LINE BUILDING CANOPY CONCRETE CURB BITUMINOUS SURFACE CONCRETE SURFACE LANDSCAPE SURFACE DECIDUOUS TREE CONIFEROUS TREE OVERHEAD WIRE CHAIN LINK FENCE IRON FENCE WIRE FENCE WOOD FENCE 1. STATION "MEADOW", NORTHING: 149438.987, EASTING 502823.179, ELEV. = 899.14 (NAVD 88) - PER HENNEPIN COUNTY SURVEYORS OFFICE DESCRIPTION PROPERTY SUMMARY BENCHMARKS DEMOLITION NOTES 1. DEMOLITION NOTES ARE NOT COMPREHENSIVE. CONTRACTOR SHALL VISIT THE SITE PRIOR TO CONSTRUCTION TO OBTAIN A CLEAR UNDERSTANDING OF THE INTENDED SCOPE OF WORK. 2. THE DESIGN SHOWN IS BASED ON ENGINEER'S UNDERSTANDING OF EXISTING CONDITIONS. THE EXISTING CONDITIONS SHOWN ON THIS PLAN ARE BASED UPON ALTA AND TOPOGRAPHIC MAPPING PREPARED BY ACRE LAND SURVEYING (763-458-2997) DATED 03/03/16. IF CONTRACTOR DOES NOT ACCEPT EXISTING TOPOGRAPHY AS SHOWN ON THE PLANS WITHOUT EXCEPTION, CONTRACTOR SHALL HAVE MADE, AT OWN EXPENSE, A TOPOGRAPHIC SURVEY BY A REGISTERED LAND SURVEYOR AND SUBMIT IT TO THE OWNER FOR REVIEW. 3. THE CONTRACTOR IS RESPONSIBLE FOR DEMOLITION, REMOVAL, AND DISPOSING IN A LOCATION APPROVED BY ALL GOVERNING AUTHORITIES AND IN ACCORDANCE WITH APPLICABLE CODES, OF ALL STRUCTURES, PADS, WALLS, FLUMES, FOUNDATIONS, PARKING, DRIVES, DRAINAGE STRUCTURES, UTILITIES, ETC., SUCH THAT THE IMPROVEMENTS SHOWN 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 GEOTECHNICAL REPORT AND/OR GEOTECHNICAL ENGINEER. 4. CLEARING AND GRUBBING: CONTRACTOR IS RESPONSIBLE FOR REMOVING ALL DEBRIS FROM THE SITE AND DISPOSING THE DEBRIS IN A LAWFUL MANNER. CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL PERMITS REQUIRED FOR DEMOLITION AND DISPOSAL. 6. CONTRACTOR IS RESPONSIBLE FOR THE DISCONNECTION OF UTILITY SERVICES TO EXISTING BUILDINGS PRIOR TO DEMOLITION OF THE BUILDINGS. 7. CONTRACTOR SHALL COORDINATE WITH RESPECTIVE UTILITY COMPANIES PRIOR TO REMOVAL AND/OR RELOCATION OF UTILITIES. CONTRACTOR SHALL COORDINATE WITH UTILITY COMPANIES CONCERNING PORTIONS OF WORK WHICH MAY BE PERFORMED BY THE UTILITY COMPANIES' FORCES AND ANY FEES WHICH ARE TO BE PAID TO UTILITY COMPANIES FOR SERVICES. CONTRACTOR IS RESPONSIBLE FOR PAYING ALL FEES AND CHARGES. 8. CONTRACTOR IS SPECIFICALLY CAUTIONED THAT LOCATIONS OF EXISTING UTILITIES SHOWN ON THIS PLAN HAVE BEEN DETERMINED FROM INFORMATION AVAILABLE. ENGINEER ASSUMES NO RESPONSIBILITY FOR THE UTILITY MAPPING ACCURACY. PRIOR TO START OF ANY DEMOLITION ACTIVITY, THE CONTRACTOR SHALL NOTIFY UTILITY COMPANIES 48 HOURS PRIOR TO ANY EXCAVATION FOR ON-SITE LOCATIONS OF EXISTING UTILITIES. THE LOCATIONS OF UTILITIES SHALL BE OBTAINED BY THE CONTRACTOR BY CALLING MINNESOTA GOPHER STATE ONE CALL AT 800-252-1166 OR 651-454-0002. 9. THE MAPPING LOCATION OF ALL EXISTING SEWERS, PIPING, AND UTILITIES SHOWN ARE NOT TO BE INTERPRETED AS THE EXACT LOCATION, OR AS THE ONLY 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 PROCEEDING WITH WORK. UTILITIES DETERMINED TO BE ABANDONED SHALL BE REMOVED IF UNDER THE BUILDING INCLUDING 10' BEYOND FOUNDATIONS. 10. ELECTRICAL, TELEPHONE, CABLE, WATER, FIBER OPTIC CABLE 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 THE ROAD RIGHT OF WAY DURING CONSTRUCTION. 11. CONTRACTOR MUST PROTECT THE PUBLIC AT ALL TIMES WITH FENCING, BARRICADES, ENCLOSURES, ETC., TO THE BEST PRACTICES. 12. CONTINUOUS ACCESS SHALL BE MAINTAINED FOR THE SURROUNDING PROPERTIES AT ALL TIMES DURING DEMOLITION OF THE EXISTING FACILITIES. 13. PRIOR TO DEMOLITION OCCURRING, ALL EROSION CONTROL DEVICES ARE TO BE INSTALLED AND APPROVED BY THE LOCAL AUTHORITY. 14. CONTRACTOR SHALL LIMIT SAW-CUT & 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. 15. CONTRACTOR TO PROTECT EXISTING FEATURES WHICH ARE TO REMAIN. DAMAGE TO ANY EXISTING CONDITIONS TO REMAIN WILL BE REPLACED AT CONTRACTOR'S EXPENSE. 16. ABANDON OR REMOVE ALL SANITARY, WATER AND STORM SERVICES PER CITY STANDARDS. COORDINATE ALL WORK WITH CITY. ALL STREET RESTORATION SHALL BE COMPLETED IN COMPLIANCE WITH LOCAL STANDARDS. 17. CONTRACTOR SHALL PREPARE AND SUBMIT TO THE GOVERNING AUTHORITY A TRAFFIC AND/OR PEDESTRIAN TRAFFIC PLAN PER CITY/COUNTY/STATE STANDARDS TO BE APPROVED BY THE LOCAL GOVERNING AUTHORITY. REMOVE EXISTING CHAIN LINK FENCE REMOVE EXISTING UTILITY REMOVE EXISTING REMOVE EXISTING TREE REMOVE EXISTING BUILDING REMOVE EXISTING CONCRETE PAVEMENT REMOVE EXISTING BITUMINOUS PAVEMENT SAW CUT EXIST BITUMINOUS PAVEMENT REMOVE EXIST CONCRETE CURB REMOVE EXISTING UTILITY LINE REMOVE EXISTING LIGHT FIXTURE REMOVE EXISTING LANDSCAPING THE SUBSURFACE UTILITY INFORMATION SHOWN ON THESE PLANS IS A UTILITY QUALITY LEVEL XX. THIS QUALITY LEVEL WAS DETERMINED ACCORDING TO THE GUIDELINES OF ASCE/CI 38-02, TITLED "STANDARD GUIDELINES FOR THE COLLECTION AND DEPICTION OF EXISTING SUBSURFACE UTILITY DATA." THE CONTRACTOR AND/OR SUBCONTRACTORS SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, BY CONTACTING THE NOTIFICATION CENTER (GOPHER STATE ONE FOR MINNESOTA). THE CONTRACTOR AND/OR SUBCONTRACTOR AGREE TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES, WHICH MIGHT BE OCCASIONED BY HIS OR HER FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES (UNDERGROUND AND OVERHEAD). IF THE CONTRACTOR ENCOUNTERS ANY DRAIN TILE WITHIN THE SITE, HE OR SHE SHALL NOTIFY THE ENGINEER WITH THE LOCATION, SIZE, INVERT AND IF THE TILE LINE IS ACTIVE. NO DRAIN TILE SHALL BE BACKFILLED WITHOUT APPROVAL FROM THE PROJECT ENGINEER. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. SURVEY NOTES LIMITS OF DISTURBANCE SCALE IN FEET 0 16080 Registration No.Date: I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly licensed professional ENGINEER under the laws of the state of Minnesota. If applicable, contact us for a wet signed copy of this plan which is available upon request at Sambatek's, Minnetonka, MN office. 05/31/201650475 Eric T. Luth Project Location Date Submittal / RevisionNo. Certification Sheet Title Summary Revision History Sheet No.Revision Project No. By Designed:Drawn: Approved: Book / Page: Phase:Initial Issue: ClientBIGOS MANAGEMENT 8325 WAYZATA BLVD, SUITE 300 GOLDEN VALLEY, MN MEADOWBROOK CLUBHOUSE ST. LOUIS PARK, MN 6922 - 6932 MEADOWBROOK BLVD ETL JMW EWM PRELIMINARY 05/31/2016 20555PRELIMINARY 06/20/16 JEB CITY COMMENTS LEGEND Jun 20, 2016 - 3:04pm - User:577 L:\PROJECTS\20555\dwg\Civil\Preliminary\20555-C202-GENERAL.dwg C2.02 GENERAL EXCAVATION PLAN CURB & GUTTER BUILDING RETAINING WALL PROPERTY LIMIT EXISTINGPROPOSED WETLAND LIMITS TREELINE STORM SEWER DRAINTILE D 1.PROJECT ACCESS NOTES 1.1.CONTRACTOR MUST ADHERE TO THE DESIGNATED TRUCKING ROUTES AS SHOWN IN THE ABOVE PLANS AT ALL TIMES. 2.CONSTRUCTION STAGING NOTES 2.1. STAGING AREAS MUST BE DELINEATED PRIOR TO CONSTRUCTION. SEE ABOVE PLANS FOR LOCATIONS OF CONSTRUCTION STAGING AREAS. 2.2. STOCKPILES SHALL BE PROTECTED FROM EROSION. 3.FILL 3.1. THE PROPOSED SITE WILL REQUIRE FILL MATERIAL TO BE IMPORTED FROM OFFSITE. THE PROPOSED BUILDINGS WILL REQUIRE SELECT GRANULAR BORROW AND CLASS 5 AGGREGATE BASE TO PROVIDE SUITABLE CONDITIONS FOR BUILDING FOOTINGS AND FOUNDATIONS. SELECT GRANULAR BORROW AND CLASS 5 AGGREGATE BASE WILL ALSO BE REQUIRED TO FILL UNDERNEATH ALL PROPOSED PAVEMENT SURFACES ON THE SITE. EXCESS EXISTING SOILS ONSITE CAN BE USED TO PLACE OTHER MISCELLANEOUS FILL. SEE GRADING PLAN SHEET C4.01 FOR FINAL ELEVATIONS. 4.EXCAVATION 4.1. EXCESS MATERIAL ONSITE WILL NEED TO BE HAULED OFF AND DISPOSED OFF IN ACCORDANCE WITH MNDOT STANDARDS. 4.2. THE PROPOSED SITE WILL REQUIRE APPROXIMATELY 5000 CUBIC YARDS OF EXCAVATION. SEE GRADING PLAN SHEET C4.01 FOR FINAL ELEVATIONS. 5. EQUIPMENT 5.1. SITE WILL BE PREPARED THROUGH THE USE OF STANDARD CONSTRUCTION EQUIPMENT. EQUIPMENT MAY INCLUDE BUT IS NOT LIMITED TO A BACKHOE, DOZER, SHEEPSFOOT, AND HAULING TRUCKS. 6. CONSTRUCTION OPERATIONS 6.1. STANDARD CONSTRUCTION HOURS SHALL APPLY TO THIS PROJECT. HOURS ARE 7AM-7PM MONDAY-FRIDAY AND 7AM-3PM ON SATURDAY. 6.2. THE ESTIMATED CONSTRUCTION TIMELINE FOR THIS PROJECT IS SEPTEMBER 2016 TO MARCH 2016. AN ESTIMATED 9 TRUCK TRIPS WILL BE REQUIRED PER DAY FOR THE FIRST 60 DAYS OF SITE WORK. THE SITE WILL REQUIRE AN ESTIMATED 600 TRUCK TRIPS RELATED TO SITE WORK. 7.SITE MAINTENANCE 7.1. CONTRACTOR TO PROTECT EXISTING ACCESS ROADS TO THE PROJECT SITE. ACCESS ROADS SHALL BE IN A CONDITION THAT ALLOWS ENTRANCE TO THE SITE BY OWNER, INSPECTORS, AND AGENCIES AT ALL TIMES. CONTRACTOR SHALL TAKE MEASURES AS NECESSARY TO SECURE THE PROJECT SITE FROM PUBLIC ACCESS. 7.2. CONTRACTOR NOT TO USE OR OBSTRUCT ANY PUBLIC OR PRIVATE ROADWAY OR DRIVEWAY WITHOUT PRIOR WRITTEN APPROVAL. ANY AND ALL DAMAGE TO SUCH ROADS OR DRIVEWAYS AS A RESULT OF CONTRACTOR ACTIVITIES AND OPERATIONS SHALL BE REPAIRED, AT THE CONTRACTOR'S EXPENSE, TO SATISFACTION OF PROPERTY OWNER. 7.3. CONTRACTOR SHALL PARK VEHICLES, EQUIPMENT, AND STORE MATERIALS WITHIN THE STAGING AREAS DESIGNATED IN THE DRAWINGS. CONTRACTOR TO IMPROVE, MAINTAIN, AND DEVELOP STAGING AREAS AS NECESSARY TO COMPLETE THE WORK. 7.4. CONTRACTOR SHALL PROVIDE EQUIPMENT AND MATERIALS NECESSARY FOR THE CONTROL OF DUST ARISING DURING THE PERFORMANCE OF THE WORK. 7.5. EMERGENCY FIRE ACCESS MUST BE MAINTAINED AT ALL TIMES THROUGHOUT THE LIFE OF THE PROJECT. GENERAL CONSTRUCTION NOTES LIMITS OF DISTURBANCE DESIGNATED TRUCK ROUTE STAGING AREA SCALE IN FEET 0 6030 Registration No.Date: I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly licensed professional ENGINEER under the laws of the state of Minnesota. If applicable, contact us for a wet signed copy of this plan which is available upon request at Sambatek's, Minnetonka, MN office. 05/31/201650475 Eric T. Luth Project Location Date Submittal / RevisionNo. Certification Sheet Title Summary Revision History Sheet No.Revision Project No. By Designed:Drawn: Approved: Book / Page: Phase:Initial Issue: ClientBIGOS MANAGEMENT 8325 WAYZATA BLVD, SUITE 300 GOLDEN VALLEY, MN MEADOWBROOK CLUBHOUSE ST. LOUIS PARK, MN 6922 - 6932 MEADOWBROOK BLVD ETL JMW EWM PRELIMINARY 05/31/2016 20555PRELIMINARY 06/20/16 JEB CITY COMMENTS AREA PROJECT AREA (DISTURBED AREA) EXISTING IMPERVIOUS PROPOSED IMPERVIOUS PARKING STALLS CLUBHOUSE MAINTENANCE SHED SETBACKS FRONT YARD REAR YARD SIDE YARD MINIMUM LOT SIZE ZONING EXISTING ZONING BUILDING REQUIREMENTS MAXIMUM FLOOR AREA RATIO MAXIMUM BUILDING HEIGHT 1. ALL DIMENSIONS ARE ROUNDED TO THE NEAREST TENTH FOOT. 2. ALL DIMENSIONS SHOWN ARE TO THE FACE OF CURB TO FACE OF CURB UNLESS OTHERWISE NOTED. 3.KEdZdKZ^,>>Z s/ tWs D Ed'Z/ EdEKE^dZhd͞'hdd ZKhd͟t, Z td Z Z/E^tz&ZKDhZ͘>>Kd, ZZ ^^,>> KE^dZhd ^͞'hdd Z/E͟hZ͘ COORDINATE WITH GRADING CONTRACTOR. 4. ALL AREAS ARE ROUNDED TO THE NEAREST SQUARE FOOT. 5. ALL PARKING STALLS TO BE 9' IN WIDTH AND 18' IN LENGTH UNLESS OTHERWISE INDICATED. 6. CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONS OF EXIT PORCHES, RAMPS, PRECISE BUILDING DIMENSIONS AND EXACT BUILDING UTILITY ENTRANCE LOCATIONS. 7. SEE ARCHITECTURAL PLANS FOR LIGHT POLE FOUNDATION DETAIL AND FOR EXACT LOCATIONS OF LIGHT POLE. 8. REFER TO FINAL PLAT FOR LOT BOUNDARIES, LOT NUMBERS, LOT AREAS, AND LOT DIMENSIONS. 9. ALL GRADIENTS ON SIDEWALKS ALONG THE ADA ROUTE SHALL HAVE A MAXIMUM LONGITUDINAL SLOPE OF 5% (1:20), EXCEPT AT CURB RAMPS (1:12), AND A MAXIMUM CROSS SLOPE OF 2.08% (1:48). THE MAXIMUM SLOPE IN ANY DIRECTION ON AN ADA PARKING STALL OR ACCESS ISLE SHALL BE 2.08% (1:48). THE CONTRACTOR SHALL REVIEW AND VERIFY THE GRADIENT IN THE FIELD ALONG THE ADA ROUTES PRIOR TO PLACING CONCRETE OR BITUMINOUS PAVEMENT. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY IF THERE IS A DISCREPANCY BETWEEN THE GRADIENT IN THE FIELD VERSUS THE DESIGN GRADIENT AND COORDINATE WITH GRADING CONTRACTOR. LEGEND EASEMENT CURB & GUTTER BUILDING RETAINING WALL SAWCUT LINE NUMBER OF PARKING STALLS PER ROW SIGN PIPE BOLLARD STANDARD DUTY ASPHALT PAVING HEAVY DUTY ASPHALT PAVING CONCRETE PAVING PROPERTY LIMIT EXISTINGPROPOSED KEY NOTE DEVELOPMENT SUMMARY DEVELOPMENT NOTES KEY NOTES WETLAND LIMITS TREELINE A. BUILDING, STOOPS, STAIRS SEE ARCHITECTURAL PLANS. B. B-612 CONCRETE CURB AND GUTTER. C. B-618 6CONCRETE CURB AND GUTTER. D. CONCRETE APRON E. FLAT CURB SECTION. F. SEGMENTAL BLOCK RETAINING WALL G. ACCESSIBLE RAMP. H. STEPS I. BICYCLE PARKING J. MECHANICAL UNIT SCREENING 75,616 SF 1.74 AC 18,270 SF 0.42 AC 35,607 SF 0.82 AC EXISTING PROPOSED 0 10 9 4 30 FEET 25 FEET 15 FEET 8,000 SF R-4 MULTIPLE-FAMILY RESIDENCE 0.7 40 FT Jun 20, 2016 - 3:04pm - User:577 L:\PROJECTS\20555\dwg\Civil\Preliminary\20555-C301-SITE.dwg C3.01 SITE PLAN LIMITS OF DISTURBANCE SCALE IN FEET 0 6030 Registration No.Date: I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly licensed professional ENGINEER under the laws of the state of Minnesota. If applicable, contact us for a wet signed copy of this plan which is available upon request at Sambatek's, Minnetonka, MN office. 05/31/201650475 Eric T. Luth Project Location Date Submittal / RevisionNo. Certification Sheet Title Summary Revision History Sheet No.Revision Project No. By Designed:Drawn: Approved: Book / Page: Phase:Initial Issue: ClientBIGOS MANAGEMENT 8325 WAYZATA BLVD, SUITE 300 GOLDEN VALLEY, MN MEADOWBROOK CLUBHOUSE ST. LOUIS PARK, MN 6922 - 6932 MEADOWBROOK BLVD ETL JMW EWM PRELIMINARY 05/31/2016 20555PRELIMINARY 06/20/16 JEB CITY COMMENTS LEGEND Jun 20, 2016 - 3:04pm - User:577 L:\PROJECTS\20555\dwg\Civil\Preliminary\20555-C401-GRADE.dwg C4.01 GRADING PLAN 1. PROPOSED CONTOURS ARE TO FINISHED SURFACE ELEVATION. SPOT ELEVATIONS ALONG PROPOSED CURB DENOTE GUTTER GRADE. 2.KEdZdKZ^,>>Z s/ tWs D Ed'Z/ EdEKE^dZhd͞'hdd ZKhd͟t, Z td ZZ/E^tz&ZKDhZ͘>>Kd, ZZ ^ ^,>> KE^dZhd ^͞'hdd Z/E͟hZ͘ 3. ALL GRADIENT ON SIDEWALKS ALONG THE ADA ROUTE SHALL HAVE A MAXIMUM LONGITUDINAL SLOPE OF 5% (1:20), EXCEPT AT CURB RAMPS (1:12), AND A MAXIMUM CROSS SLOPE OF 2.08% (1:48). MAXIMUM SLOPE IN ANY DIRECTION ON AN ADA PARKING STALL OR ACCESS AISLE SHALL BE IN 2.08% (1:48). CONTRACTOR SHALL REVIEW AND VERIFY THE GRADIENT IN THE FIELD ALONG THE ADA ROUTES PRIOR TO PLACING CONCRETE OR BITUMINOUS. CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY IF THERE IS A DISCREPANCY BETWEEN THE GRADIENT IN THE FIELD VERSUS THE DESIGN GRADIENT. COORDINATE ALL WORK WITH PAVING CONTRACTOR. 4. CONTRACTOR SHALL TAKE ALL PRECAUTIONS NECESSARY TO AVOID PROPERTY DAMAGE TO ADJACENT PROPERTIES DURING THE CONSTRUCTION PHASES OF THIS PROJECT. CONTRACTOR WILL BE HELD SOLELY RESPONSIBLE FOR ANY DAMAGES TO THE ADJACENT PROPERTIES OCCURRING DURING THE CONSTRUCTION PHASES OF THIS PROJECT. 5. SAFETY NOTICE TO CONTRACTORS: IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONTRACTOR WILL BE SOLELY AND COMPLETELY RESPONSIBLE FOR CONDITIONS ON THE JOB SITE, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY DURING PERFORMANCE OF THE WORK. THIS REQUIREMENT WILL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. THE DUTY OF THE ENGINEER OR THE DEVELOPER TO CONDUCT CONSTRUCTION REVIEW OF THE CONTRACTOR'S PERFORMANCE IS NOT INTENDED TO INCLUDE REVIEW OF THE ADEQUACY OF THE CONTRACTOR'S SAFETY MEASURES IN, ON OR NEAR THE CONSTRUCTION SITE. 6. CONTRACTOR SHALL COMPLETE THE SITE GRADING CONSTRUCTION IN ACCORDANCE WITH THE REQUIREMENTS OF THE OWNER'S SOILS ENGINEER. ALL SOIL TESTING SHALL BE COMPLETED BY THE OWNER'S SOILS ENGINEER. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL REQUIRED SOIL TESTS AND INSPECTIONS WITH THE SOILS ENGINEER. A GEOTECHNICAL ENGINEERING SOILS REPORT HAS BEEN COMPLETED BY: COMPANY: ADDRESS: PHONE: DATED: CONTRACTOR SHALL OBTAIN A COPY OF THE SOILS REPORT. 7. CONTRACTOR SHALL COMPLETE DEWATERING AS REQUIRED TO COMPLETE THE SITE GRADING CONSTRUCTION. 8. PRIOR TO PLACEMENT OF THE AGGREGATE BASE, A TEST ROLL SHALL BE PERFORMED ON THE STREET AND PARKING AREA SUBGRADE. CONTRACTOR SHALL PROVIDE A LOADED TANDEM AXLE TRUCK WITH A GROSS WEIGHT OF 25 TONS. THE TEST ROLLING SHALL BE AT THE DIRECTION OF THE SOILS ENGINEER AND SHALL BE COMPLETED IN AREAS AS DIRECTED BY THE SOILS ENGINEER. CORRECTION OF THE SUBGRADE SOILS SHALL BE COMPLETED IN ACCORDANCE WITH THE REQUIREMENTS OF THE SOILS ENGINEER. 9. REPLACE ALL SUBGRADE SOIL DISTURBED DURING THE CONSTRUCTION THAT HAVE BECOME UNSUITABLE AND WILL NOT PASS A TEST ROLL. REMOVE UNSUITABLE SOIL FROM THE SITE AND IMPORT SUITABLE SOIL AT NO ADDITIONAL COST TO THE OWNER. 10. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND MAINTAINING VEHICULAR AND PEDESTRIAN TRAFFIC CONTROL DEVICES SUCH AS BARRICADES, WARNING SIGNS, DIRECTIONAL SIGNS, FLAGMEN AND LIGHTS TO CONTROL THE MOVEMENT OF TRAFFIC WHERE NECESSARY. TRAFFIC CONTROL DEVICES SHALL CONFORM TO APPROPRIATE MINNESOTA DEPARTMENT OF TRANSPORTATION STANDARDS. 11. EXISTING TREES AND OTHER NATURAL VEGETATION WITHIN THE PROJECT AND/OR ADJACENT TO THE PROJECT ARE OF PRIME CONCERN TO THE CONTRACTOR'S OPERATIONS AND SHALL BE A RESTRICTED AREA. CONTRACTOR SHALL PROTECT TREES TO REMAIN AT ALL TIMES. EQUIPMENT SHALL NOT NEEDLESSLY BE OPERATED UNDER NEARBY TREES AND EXTREME CAUTION SHALL BE EXERCISED WHEN WORKING ADJACENT TO TREES. SHOULD ANY PORTION OF THE TREE BRANCHES REQUIRE REMOVAL TO PERMIT OPERATION OF THE CONTRACTOR'S EQUIPMENT, CONTRACTOR SHALL OBTAIN THE SERVICES OF A PROFESSIONAL TREE TRIMMING SERVICE TO TRIM THE TREES PRIOR TO THE BEGINNING OF OPERATION. SHOULD CONTRACTOR'S OPERATIONS RESULT IN THE BREAKING OF ANY LIMBS, THE BROKEN LIMBS SHOULD BE REMOVED IMMEDIATELY AND CUTS SHALL BE PROPERLY PROTECTED TO MINIMIZE ANY LASTING DAMAGE TO THE TREE. NO TREES SHALL BE REMOVED WITHOUT AUTHORIZATION BY THE ENGINEER. COSTS FOR TRIMMING SERVICES SHALL BE CONSIDERED INCIDENTAL TO THE GRADING CONSTRUCTION AND NO SPECIAL PAYMENT WILL BE MADE. 12. EXCAVATE TOPSOIL FROM AREAS TO BE FURTHER EXCAVATED OR REGRADED AND STOCKPILE IN AREAS DESIGNATED ON THE SITE. CONTRACTOR SHALL SALVAGE ENOUGH TOPSOIL FOR RESPREADING ON THE SITE AS SPECIFIED. EXCESS TOPSOIL SHALL BE PLACED IN EMBANKMENT AREAS, OUTSIDE OF BUILDING PADS, ROADWAYS AND PARKING AREAS. CONTRACTOR SHALL SUBCUT CUT AREAS, WHERE TURF IS TO BE ESTABLISHED, TO A DEPTH OF 6 INCHES. RESPREAD TOPSOIL IN AREAS WHERE TURF IS TO BE ESTABLISHED TO A MINIMUM DEPTH OF 6 INCHES. 13. FINISHED GRADING SHALL BE COMPLETED, CONTRACTOR SHALL UNIFORMLY GRADE AREAS WITHIN LIMITS OF GRADING, INCLUDING ADJACENT TRANSITION AREAS. PROVIDE A SMOOTH FINISHED SURFACE WITHIN SPECIFIED TOLERANCES, WITH UNIFORM LEVELS OR SLOPES BETWEEN POINTS WHERE ELEVATIONS ARE SHOWN, OR BETWEEN SUCH POINTS AND EXISTING GRADES. AREAS THAT HAVE BEEN FINISHED GRADED SHALL BE PROTECTED FROM SUBSEQUENT CONSTRUCTION OPERATIONS, TRAFFIC AND EROSION. REPAIR ALL AREAS THAT HAVE BECOME RUTTED, ERODED OR HAS SETTLED BELOW THE CORRECT GRADE. ALL AREAS DISTURBED BY THE CONTRACTOR'S OPERATIONS SHALL BE RESTORED TO EQUAL OR BETTER THAN ORIGINAL CONDITION OR TO THE REQUIREMENTS OF THE NEW WORK. 14. TOLERANCES 14.a. THE COMMERCIAL BUILDING SUBGRADE FINISHED SURFACE ELEVATION SHALL NOT VARY BY MORE THAN 0.10 FOOT ABOVE, OR 0.10 FOOT BELOW, THE PRESCRIBED ELEVATION AT ANY POINT WHERE MEASUREMENT IS MADE. 14.b. THE STREET OR PARKING AREA SUBGRADE FINISHED SURFACE ELEVATION SHALL NOT VARY BY MORE THAN 0.05 FOOT ABOVE, OR 0.10 FOOT BELOW, THE PRESCRIBED ELEVATION OF ANY POINT WHERE MEASUREMENT IS MADE. 14.c. AREAS WHICH ARE TO RECEIVE TOPSOIL SHALL BE GRADED TO WITHIN 0.30 FOOT ABOVE OR BELOW THE REQUIRED ELEVATION, UNLESS DIRECTED OTHERWISE BY THE ENGINEER. 14.d. TOPSOIL SHALL BE GRADED TO PLUS OR MINUS 1/2 INCH OF THE SPECIFIED THICKNESS. 15. AFTER THE SITE GRADING IS COMPLETED, IF EXCESS OR SHORTAGE OF SOIL MATERIAL EXISTS, CONTRACTOR SHALL TRANSPORT ALL EXCESS SOIL MATERIAL OFF THE SITE TO AN AREA SELECTED BY THE CONTRACTOR, OR IMPORT SUITABLE MATERIAL TO THE SITE. 16. CONTRACTOR SHALL DETERMINE THE LOCATION OF ANY HAUL ROADS THAT MAY BE REQUIRED TO COMPLETE THE SITE GRADING CONSTRUCTION E^,>>/E/d ,h>ZK^KE ZK^/KEE^ /D EdKEdZK>͞^/d DW͘͟KEdZdKZ^,>>KDW>zt/d,d, Z Yh/Z D Ed^K& THE GOVERNING AUTHORITY OF EACH ROADWAY. CONTRACTOR SHALL POST WHATEVER SECURITY, AND COMPLY WITH ALL CONDITIONS WHICH ARE REQUIRED BY EACH GOVERNING AUTHORITY OF EACH ROADWAY. 17. RETAINING WALL(S) SHALL BE CONSTRUCTED OF MODULAR BLOCK MATERIAL. CONTRACTOR SHALL SUBMIT TO THE ENGINEER AND LOCAL AUTHORITY CERTIFIED ENGINEERING DRAWINGS, DESIGN CALCULATIONS AND SOIL BORINGS. THE CERTIFIED ENGINEER FOR THE RETAINING WALL(S) SHALL PROVIDE CONSTRUCTION OBSERVATIONS OF THE RETAINING WALL IMPROVEMENT, AND A LETTER CERTIFYING THE INSTALLATION OF THE WALL(S) WAS CONSTRUCTED IN CONFORMANCE WITH THE PLANS AND SPECIFICATIONS. 902.5 X 902 SPOT ELEVATION CONTOUR RIP RAP OVERFLOW ELEV. CURB & GUTTER BUILDING RETAINING WALL PROPERTY LIMIT EXISTINGPROPOSED WETLAND LIMITS TREELINE STORM SEWER SOIL BORINGS GRADING NOTES DRAINTILE EOF 902.5 D 1.INFILTRATION BASIN CONSTRUCTION REQUIREMENTS: (INCLUDES ALL DEVICES USING FILTRATION THROUGH A SOIL MEDIUM TO CAPTURE STORM WATER RUNOFF BUT ARE NOT LIMITED TO: INFILTRATION BASINS, INFILTRATION TRENCHES, BIOFILTRATION BASINS, RAINWATER GARDENS, SAND FILTERS, ORGANIC FILTERS, BIORETENTION AREAS, ENHANCED SWALES, DRY STORAGE PONDS WITH UNDERDRAIN DISCHARGE, AND NATURAL DEPRESSIONS (IF USED TO PROVIDE STORMWATER TREATMENT OF NEW IMPERIOUS SURFACE)) 1.a. THE INFILTRATION BASIN SHALL BE EXCAVATED TO NO LOWER THAN 2.0 FEET ABOVE FINISHED GRADE DURING CONSTRUCTION WITH THE EXCEPTION OF INSTALLING THE INLET FLARED END ^ d/KE;/&WW>/> Ϳ͘KE ^dZ dEhd/>/dzKE^dZhd/KE ^ ^E͞&/E> ^d/>/d/KE͟;^ &/E KZ/E'dKDEZϭϬϬϬϬϬϭKE^dZhd/KE^dKZDtd ZW ZD/d SECTION IV.G) OF CONTRIBUTING DRAINAGE AREA HAS BEEN COMPLETED, AND ONLY AFTER THE OWNER'S ENGINEER AUTHORIZES CONTRACTOR TO PROCEED, INFILTRATION BASIN SHALL BE EXCAVATED TO FINISHED GRADE. 1.b. HEAVY EQUIPMENT SHALL NOT TRAVEL WITHIN THE INFILTRATION BASIN AREA. EXCAVATION WITHIN THE INFILTRATION BASIN SHALL BE PERFORMED BY USE OF A BACKHOE BUCKET WITH TEETH. CONTRACTOR SHALL DISC OR TILL THE SOILS IF REQUIRED BY THE SOILS ENGINEER. 1.c. INFILTRATION BASIN SHALL BE PROTECTED BY SILT FENCE DURING ALL CONSTRUCTION ACTIVITIES. ALL DEPOSITED SEDIMENT DURING CONSTRUCTION ACTIVITY SHALL BE PROPERLY DISPOSED OF DOWNSTREAM OF INFILTRATION BASIN, IF POSSIBLE. 1.d. ALL FLARED END SECTION INLETS AND CATCH BASIN MANHOLE INLETS SHALL HAVE INLET EROSION CONTROL PROTECTION IN PLACE UNTIL FINAL STABILIZATION BASIN HAS OCCURRED. 1.e. ABOVE THE INFILTRATION BASIN OUTLET ELEVATION, INCLUDING THE BERM AND DISTURBED AREAS, A MINIMUM OF 4" DEPTH OF TOPSOIL MATERIAL SHALL BE PLACED TO THE FINISHED GRADE ELEVATION. TOPSOIL SHALL MEET (MN/DOT) SPECIFICATION. THE AREA SHALL BE SEEDED WITH MN STATE SEED MIXTURE 25-131 (LOW MAINTENANCE TURF) APPLIED AT A RATE OF 220 LBS/ACRE, OR MN STATE SEED MIXTURE 35-241 (MESIC PRAIRIE GENERAL) APPLIED AT A RATE OF 36.5 LBS/ACRE. SOD MEETING (MN/DOT) SPECIFICATION 3878.2-B CAN BE SUBSTITUTED FOR SEED. SEED APPLICATION PROCEDURE: MIXTURE APPLICATION PROCEDURES SHALL FOLLOW (MN/DOT) SPECIFICATION 2575.3. SEED SHALL BE SECURED BY USE OF (MN/DOT) SPECIFICATION 3885 CATEGORY 1 EROSION BLANKET. ABSENT A SOIL TEST, FERTILIZER MEETING ANALYSIS 22-5-10 (NPK) 80% W.I.N. SHALL BE APPLIED AT A RATE OF 350 LBS/ACRE FOR SEED MIXTURE 25-131, OR FERTILIZER WITH AN ANALYSIS OF 18-1-8 (NPK) (FOR LOAMS, CLAY LOAM SOIL), OR 17-10-7 (NPK) (FOR SANDS WITH LESS THAN 30% ORGANIC AND CLAY MATTER) NATURAL BASE SHALL BE APPLIED AT A RATE OF 150 LBS/ACRE FOR SEED MIXTURE 35-241. 1.f. BELOW THE INFILTRATION BASIN OUTLET, INCLUDING BASIN FLOOR, PLACE PLANTING MEDIUM SOIL BASED ON - SITE SOIL CONDITIONS, AND ALSO BASED ON LANDSCAPE ARCHITECT, WATERSHED, AND/OR CITY RECOMMENDATIONS (SEE DETAIL ON PLAN). DISTURBED AREAS TO BE SEEDED WITH MN STATE SEED MIXTURE 33-261 (STORMWATER SOUTH AND WEST) APPLIED AT A RATE OF 35 LBS/ACRE. DRAINTILE INSTALLATION (IF REQUIRED) SHALL BE INSTALLED CONCURRENTLY WITH FLOOR CONSTRUCTION. NOTE: INFILTRATION BASIN FLOOR EXCAVATING, PLANTING MEDIUM SOIL PLACEMENT, DRAINTILE INSTALLATION, ETC. SHALL TAKE PLACE ONLY AFTER THE OWNER'S ENGINEER AUTHORIZES CONTRACTOR TO PROCEED AND AFTER INFILTRATION BASIN SIDESLOPES (ABOVE OUTLET ELEVATION) ,s hE Z'KE ͞&/E>^d/>/d/KE͟t,/,/E>h ^&>h^,/E'KhdhDh>d ^/>d AND SEDIMENT FROM CONTRIBUTING STORM SEWER. EXCAVATED BASIN MATERIAL SHALL BE DISPOSED OF DOWNSTREAM OF BASIN AREA, IF POSSIBLE, OR OFF-SITE. SEED APPLICATION PROCEDURE: MIXTURE APPLICATION PROCEDURES SHALL FOLLOW (MN/DOT) SPECIFICATION 2575.3. SEED SHALL BE SECURED BY USE OF HYDRO MULCH, OR SECURED BY (MN/DOT) SPECIFICATION 3885 CATEGORY 1 OR CATEGORY 3 EROSION BLANKET. ABSENT A SOIL TEST, FERTILIZER WITH AN ANALYSIS OF 18-1-8 (NPK) (FOR LOAMS, CLAY LOAM SOIL), OR 17-10-7 (NPK) (FOR SANDS WITH LESS THAN 30% ORGANIC AND CLAY MATTER), NATURAL BASE SHALL BE APPLIED AT A RATE OF 120 LBS/ACRE. 1.g. CONTRACTOR SHALL RESEED OR REPLANT ANY AREAS ON WHICH THE ORIGINAL SEED HAS FAILED TO GERMINATE AS DIRECTED BY THE OWNER'S ENGINEER. 1.h. IF ALTERNATIVE METHODS OF INFILTRATION BASIN CONSTRUCTION ARE PROPOSED BY THE CONTRACTOR, THOSE ALTERNATIVE METHODS WILL REQUIRE WRITTEN APPROVAL BY THE OWNER'S ENGINEER. 1.i. COSTS FOR REMOBILIZATION (IF REQUIRED) TO COMPLETE INFILTRATION BASIN CONSTRUCTION WILL BE CONDUCTED AT THE CONTRACTOR'S EXPENSE. 2.PERFORMANCE TESTING OF INFILTRATION BASINS: (TO BE CONDUCTED IF DESIGN INFILTRATION RATE WAS VERIFIED ACCORDING TO ASTM D-3385-03 "STANDARD TEST METHOD FOR INFILTRATION RATE OF SOILS IN FIELD USING DOUBLE-RING INFILTROMETER".) ALL COSTS RELATED TO THE PERFORMANCE INFILTRATION TESTING SHALL BE PAID BY THE OWNER, EXCEPT AS NOTED. THE INFILTRATION BASINS WILL BE TESTED IN ACCORDANCE TO THE FOLLOWING PROCEDURE: 2.a. A MINIMUM OF TWO INFILTRATION TESTS SHALL BE COMPLETED FOR EACH INFILTRATION BASIN (0.5 ACRE FLOOR AREA OR LESS). THE REQUIRED NUMBER OF TESTS SHALL BE VERIFIED WITH THE SOILS ENGINEER AND THE GOVERNING AUTHORITIES. 2.b. TWO ADDITIONAL TESTS WILL BE REQUIRED FOR EACH 0.5 ACRE OF INFILTRATION BASIN FLOOR AREA. 2.c. TEST PROCEDURE WILL FOLLOW ASTM D-3385-09 "STANDARD TEST METHOD FOR INFILTRATION RATE OF SOILS IN FIELD USING DOUBLE-RING INFILTROMETER". 2.d. TEST WILL BE CONDUCTED AT THE FINISHED BASIN FLOOR ELEVATION. 2.e. TEST WILL BE FOR A PERIOD AS OUTLINED IN ASTM D-3385-09. 2.f. THE TEST RESULTS WILL BE AVERAGED TO OBTAIN THE INFILTRATION RATE USED FOR ACCEPTANCE. 2.g. THE LOWEST MEASURED INFILTRATION RATE SHALL EXCEED THE DESIGN INFILTRATION RATE OF 0.20 INCHES/HOUR. 2.h. THE AVERAGE OF THE MEASURED INFILTRATION RATES MUST MEET OR EXCEED THE DESIGN RATE OF 0.20 INCHES/HOUR DIVIDED BY THE CORRECTION FACTOR USED IN CALCULATING THE DESIGN RATE AS NOTED IN TABLE 12.INF.8 FROM THE LATEST EDITION OF THE MINNESOTA STORMWATER MANUAL. IF THE INFILTRATION RATE AS TESTED DOES NOT MEET OR EXCEED THE REQUIRED RATE AS DETERMINED ABOVE, CONTRACTOR WILL BE REQUIRED TO COMPLETE SOIL CORRECTIVE AND/OR SOIL REPLACEMENT WORK AS NECESSARY WITHIN THE INFILTRATION BASIN AREA AT THE CONTRACTOR'S EXPENSE UNTIL THE INFILTRATION RATE AS TESTED EXCEEDS THE REQUIRED RATE AS DETERMINED ABOVE. SUBSEQUENT RE-TESTING WILL BE REQUIRED UNTIL THE INFILTRATION AS TESTED EXCEEDS THE REQUIRED RATE AS DETERMINED ABOVE. RE-TESTING SHALL BE AT THE CONTRACTOR'S EXPENSE AND WILL BE DEDUCTED FROM THE AMOUNT DUE THE CONTRACTOR. INFILTRATION BASIN CONSTRUCTION NOTES SAWCUT LINE LIMITS OF DISTURBANCE THE SUBSURFACE UTILITY INFORMATION SHOWN ON THESE PLANS IS A UTILITY QUALITY LEVEL XX. THIS QUALITY LEVEL WAS DETERMINED ACCORDING TO THE GUIDELINES OF ASCE/CI 38-02, TITLED "STANDARD GUIDELINES FOR THE COLLECTION AND DEPICTION OF EXISTING SUBSURFACE UTILITY DATA." THE CONTRACTOR AND/OR SUBCONTRACTORS SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, BY CONTACTING THE NOTIFICATION CENTER (GOPHER STATE ONE FOR MINNESOTA). THE CONTRACTOR AND/OR SUBCONTRACTOR AGREE TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES, WHICH MIGHT BE OCCASIONED BY HIS OR HER FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES (UNDERGROUND AND OVERHEAD). IF THE CONTRACTOR ENCOUNTERS ANY DRAIN TILE WITHIN THE SITE, HE OR SHE SHALL NOTIFY THE ENGINEER WITH THE LOCATION, SIZE, INVERT AND IF THE TILE LINE IS ACTIVE. NO DRAIN TILE SHALL BE BACKFILLED WITHOUT APPROVAL FROM THE PROJECT ENGINEER. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. SCALE IN FEET 0 6030 SCALE IN FEET 0 6030 Registration No.Date: I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly licensed professional ENGINEER under the laws of the state of Minnesota. If applicable, contact us for a wet signed copy of this plan which is available upon request at Sambatek's, Minnetonka, MN office. 05/31/201650475 Eric T. Luth Project Location Date Submittal / RevisionNo. Certification Sheet Title Summary Revision History Sheet No.Revision Project No. By Designed:Drawn: Approved: Book / Page: Phase:Initial Issue: ClientBIGOS MANAGEMENT 8325 WAYZATA BLVD, SUITE 300 GOLDEN VALLEY, MN MEADOWBROOK CLUBHOUSE ST. LOUIS PARK, MN 6922 - 6932 MEADOWBROOK BLVD ETL JMW EWM PRELIMINARY 05/31/2016 20555PRELIMINARY 06/20/16 JEB CITY COMMENTS LEGEND Jun 20, 2016 - 3:05pm - User:577 L:\PROJECTS\20555\dwg\Civil\Preliminary\20555-C501-UTIL.dwg C5.01 UTILITY PLAN 1. THE UTILITY IMPROVEMENTS FOR THIS PROJECT SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE "STANDARD UTILITIES SPECIFICATIONS" AS PUBLISHED BY THE CITY ENGINEERS ASSOCIATION OF MINNESOTA (CEAM), EXCEPT AS MODIFIED HEREIN. CONTRACTOR SHALL OBTAIN A COPY OF THESE SPECIFICATIONS. 1.1. ALL UTILITIES SHALL BE CONSTRUCTED IN ACCORDANCE WITH CITY REQUIREMENTS. 1.2. CONTRACTOR SHALL NOT OPEN, TURN OFF, INTERFERE WITH, OR ATTACH ANY PIPE OR HOSE TO OR TAP WATERMAIN BELONGING TO THE CITY UNLESS DULY AUTHORIZED TO DO SO BY THE CITY. ANY ADVERSE CONSEQUENCES OF ANY SCHEDULED OR UNSCHEDULED DISRUPTIONS OF SERVICE TO THE PUBLIC ARE THE LIABILITY OF CONTRACTOR. 1.3. A MINIMUM VERTICAL SEPARATION OF 18 INCHES AND HORIZONTAL SEPARATION OF 10-FEET BETWEEN OUTSIDE PIPE DIAMETERS IS REQUIRED AT ALL WATERMAIN AND SEWER MAIN (BUILDING, STORM AND SANITARY) CROSSINGS. 2. ALL MATERIALS SHALL BE AS SPECIFIED IN CEAM SPECIFICATIONS EXCEPT AS MODIFIED HEREIN. 2.1. ALL MATERIALS SHALL COMPLY WITH THE REQUIREMENTS OF THE CITY. 2.2. ALL SANITARY SEWER TO BE PVC SDR-26, UNLESS NOTED OTHERWISE. 2.2.1. ALL SANITARY SEWER SERVICES TO BUILDING SHALL BE PVC SCH 40 CONFORMING TO ASTM D2665. 2.3. ALL WATERMAIN TO BE DUCTILE IRON - CLASS 52, UNLESS NOTED OTHERWISE. 2.3.1. ALL WATERMAIN TO HAVE 7.5-FEET OF COVER OVER TOP OF WATERMAIN. 2.3.2. PROVIDE THRUST BLOCKING AND MECHANICAL JOINT RESTRAINTS ON ALL WATERMAIN JOINTS PER CITY STANDARDS. 2.4. ALL STORM SEWER PIPE TO BE SMOOTH INTERIOR DUAL WALL HDPE PIPE WITH WATER TIGHT GASKETS, UNLESS NOTED OTHERWISE. 2.2.1. ALL STORM SEWER PIPE FOR ROOF DRAIN SERVICES TO BUILDING SHALL BE PVC SCH 40 CONFORMING TO ASTM D2665. 2.3. RIP RAP SHALL BE Mn/DOT CLASS 3. 3. COORDINATE ALL BUILDING SERVICE CONNECTION LOCATIONS AND INVERT ELEVATIONS WITH MECHANICAL CONTRACTOR PRIOR TO CONSTRUCTION. 4. ALL BUILDING SERVICE CONNECTIONS (STORM, SANITARY, WATER) WITH FIVE FEET OR LESS COVER ARE TO BE INSULATED FROM BUILDING TO POINT WHERE 5-FEET OF COVER IS ACHIEVED. 5. CONTRACTOR SHALL TAKE ALL PRECAUTIONS NECESSARY TO AVOID PROPERTY DAMAGE TO ADJACENT PROPERTIES DURING THE CONSTRUCTION PHASES OF THIS PROJECT. CONTRACTOR WILL BE HELD SOLELY RESPONSIBLE FOR ANY DAMAGES TO THE ADJACENT PROPERTIES OCCURRING DURING THE CONSTRUCTION PHASES OF THIS PROJECT. 6. SAFETY NOTICE TO CONTRACTORS: IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONTRACTOR WILL BE SOLELY AND COMPLETELY RESPONSIBLE FOR CONDITIONS ON THE JOB SITE, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY DURING PERFORMANCE OF THE WORK. THIS REQUIREMENT WILL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. THE DUTY OF THE ENGINEER OR THE DEVELOPER TO CONDUCT CONSTRUCTION REVIEW OF CONTRACTOR'S PERFORMANCE IS NOT INTENDED TO INCLUDE REVIEW OF THE ADEQUACY OF CONTRACTOR'S SAFETY MEASURES IN, ON OR NEAR THE CONSTRUCTION SITE. 7. ALL AREAS OUTSIDE THE PROPERTY BOUNDARIES THAT ARE DISTURBED BY UTILITY CONSTRUCTION SHALL BE RESTORED IN KIND. SODDED AREAS SHALL BE RESTORED WITH 6 INCHES OF TOPSOIL PLACED BENEATH THE SOD. 8. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND MAINTAINING TRAFFIC CONTROL DEVICES SUCH AS BARRICADES, WARNING SIGNS, DIRECTIONAL SIGNS, FLAGMEN AND LIGHTS TO CONTROL THE MOVEMENT OF TRAFFIC WHERE NECESSARY. TRAFFIC CONTROL DEVICES SHALL CONFORM TO APPROPRIATE MINNESOTA DEPARTMENT OF TRANSPORTATION STANDARDS. 9. ALL SOILS TESTING SHALL BE COMPLETED BY AN INDEPENDENT SOILS ENGINEER. EXCAVATION FOR THE PURPOSE OF REMOVING UNSTABLE OR UNSUITABLE SOILS SHALL BE COMPLETED AS REQUIRED BY THE SOILS ENGINEER. THE UTILITY BACKFILL CONSTRUCTION SHALL COMPLY WITH THE REQUIREMENTS OF THE SOILS ENGINEER. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL REQUIRED SOILS TESTS AND SOIL INSPECTIONS WITH THE SOILS ENGINEER. A GEOTECHNICAL ENGINEERING REPORT HAS BEEN COMPLETED BY: COMPANY: ___________________________________________ ADDRESS: ____________________________________________ PHONE: _______________________________________________ DATED: _______________________________________________ CONTRACTOR SHALL OBTAIN A COPY OF THIS SOILS REPORT. 11. CONTRACTOR SHALL SUBMIT 2 COPIES OF SHOP DRAWINGS FOR MANHOLE AND CATCH BASIN STRUCTURES TO ENGINEER. CONTRACTOR SHALL ALLOW 5 WORKING DAYS FOR SHOP DRAWING REVIEW. 12. CONTRACTOR AND MATERIAL SUPPLIER SHALL DETERMINE THE MINIMUM DIAMETER REQUIRED FOR EACH STORM SEWER STRUCTURE. TELEPHONE ELECTRIC GAS LINE FORCEMAIN (SAN.) EASEMENT WATERMAIN SANITARY SEWER EXISTINGPROPOSED STORM SEWER CURB & GUTTER DRAINTILE D S S SLS UTILITY CONSTRUCTION NOTES THE SUBSURFACE UTILITY INFORMATION SHOWN ON THESE PLANS IS A UTILITY QUALITY LEVEL XX. THIS QUALITY LEVEL WAS DETERMINED ACCORDING TO THE GUIDELINES OF ASCE/CI 38-02, TITLED "STANDARD GUIDELINES FOR THE COLLECTION AND DEPICTION OF EXISTING SUBSURFACE UTILITY DATA." THE CONTRACTOR AND/OR SUBCONTRACTORS SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, BY CONTACTING THE NOTIFICATION CENTER (GOPHER STATE ONE FOR MINNESOTA). THE CONTRACTOR AND/OR SUBCONTRACTOR AGREE TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES, WHICH MIGHT BE OCCASIONED BY HIS OR HER FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES (UNDERGROUND AND OVERHEAD). IF THE CONTRACTOR ENCOUNTERS ANY DRAIN TILE WITHIN THE SITE, HE OR SHE SHALL NOTIFY THE ENGINEER WITH THE LOCATION, SIZE, INVERT AND IF THE TILE LINE IS ACTIVE. NO DRAIN TILE SHALL BE BACKFILLED WITHOUT APPROVAL FROM THE PROJECT ENGINEER. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. SAWCUT LINE LIMITS OF DISTURBANCE SCALE IN FEET 0 6030 Project Location Date Submittal / RevisionNo. Certification Sheet Title Summary Revision History Sheet No.Revision Project No. By Designed:Drawn: Approved: Book / Page: Phase:Initial Issue: ClientBIGOS MANAGEMENT 8325 WAYZATA BLVD, SUITE 300 GOLDEN VALLEY, MN MEADOWBROOK CLUBHOUSE ST. LOUIS PARK, MN 6922 - 6932 MEADOWBROOK BLVD ETL JMW EWM PRELIMINARY 05/31/2016 20555PRELIMINARY 06/20/16 JEB CITY COMMENTS Jun 20, 2016 - 3:05pm - User:577 L:\PROJECTS\20555\dwg\Civil\Preliminary\20555-L101-LAND.dwg L1.01 LANDSCAPE PLAN TREES CODE BOTANICAL NAME / COMMON NAME CONT CAL SIZE QTY BE Aesculus x arnoldiana `Autumn Splendor` / Autumn Splendor Buckeye B & B 2.5"Cal 4 HL Gleditsia triacanthos `Skyline` / Skyline Honey Locust B & B 2.5"Cal 1 SO Quercus bicolor / Swamp White Oak B & B 2.5"Cal 5 PE Ulmus americana `Princeton` / American Elm B & B 2.5"Cal 3 CONIFERS CODE BOTANICAL NAME / COMMON NAME CONT CAL SIZE QTY NS Picea abies / Norway Spruce B & B 6` 14 ORN. TREES CODE BOTANICAL NAME / COMMON NAME CONT CAL SIZE QTY SB Amelanchier canadensis `Autumn Brilliance` / Autumn Brilliance Serviceberry B & B 2"Cal 6 DP Betula platyphylla `Fargo` TM / Dakota Pinnacle Birch B & B 2"Cal 6 SS Malus x `Spring Snow` / Spring Snow Crab Apple B & B 2"Cal 1 JL Syringa reticulata / Japanese Tree Lilac B & B 2"Cal 3 SHRUBS CODE BOTANICAL NAME / COMMON NAME CONT QTY BC Aronia melanocarpa `Autumn Magic` / Autumn Magic Black Chokeberry 5 gal 5 CD Cornus sericea `Alleman`s Compact` / Dwarf Red Twig Dogwood 5 gal 3 BH Diervilla lonicera / Dwarf Bush Honeysuckle 5 gal 57 LH Hydrangea paniculata `Jane` / Little Lime Hydrangea 5 gal 10 MJ Juniperus chinensis `Mint Julep` / Mint Julep Juniper 5 gal 22 SJ Juniperus sabina `Scandia` / Scandia Juniper 5 gal 14 TS Spiraea betulifolia `Tor` / Birchleaf Spirea 5 gal 27 LB Syringa x `Bloomerang` / Lilac 5 gal 15 MV Viburnum lantana `Mohican` / Mohican Wayfaring Tree 5 gal 9 GRASSES CODE BOTANICAL NAME / COMMON NAME CONT QTY KFG Calamagrostis x acutiflora `Karl Foerster` / Feather Reed Grass 1 gal 80 PERENNIALS CODE BOTANICAL NAME / COMMON NAME CONT QTY LMA Alchemilla mollis `Thriller` / Lady`s Mantle 1 gal 5 BDL Hemerocallis x `Baja` / Baja Daylily 1 gal 7 KOL Liatris spicata `Kobold` / Spike Gayfeather 1 gal 18 WLC Nepeta x faassenii `Walkers Low` / Walkers Low Catmint 1 gal 26 BES Rudbeckia fulgida `Goldstrum` / Black Eyed Susan 1 gal 15 GROUND COVERS CODE BOTANICAL NAME / COMMON NAME QTY TUR MN Turf Seed MN 32-241 / Native Construction Seed Mix 6,467 sf PLANT SCHEDULE •ONE CANOPY OR EVERGREEN TREE PER 1,000 SF OF GROSS BUILDING FLOOR AREA •SIX SHRUBS PER 1,000 SF OF GROSS BUILDING FLOOR AREA PLANT TYPE REQUIRED PROVIDED OVERTORY TREES 12 13 EVERGREEN TREES - 14 ORNAMENTAL TREES - 15 SHRUBS 71 162 CITY LANDSCAPE CODE Project Location Date Submittal / RevisionNo. Certification Sheet Title Summary Revision History Sheet No.Revision Project No. By Designed:Drawn: Approved: Book / Page: Phase:Initial Issue: ClientBIGOS MANAGEMENT 8325 WAYZATA BLVD, SUITE 300 GOLDEN VALLEY, MN MEADOWBROOK CLUBHOUSE ST. LOUIS PARK, MN 6922 - 6932 MEADOWBROOK BLVD ETL JMW EWM PRELIMINARY 05/31/2016 20555PRELIMINARY 06/20/16 JEB CITY COMMENTS GENERAL NOTES: 1. THE CONTRACTOR SHALL INSPECT THE SITE AND BECOME FAMILIAR WITH THE EXISTING CONDITIONS RELATING TO THE NATURE AND SCOPE OF THE WORK. 2. THE CONTRACTOR SHALL VERIFY PLAN LAYOUT AND BRING TO THE ATTENTION OF THE LANDSCAPE ARCHITECT DISCREPANCIES WHICH MAY COMPROMISE THE DESIGN OR INTENT OF THE LAYOUT. 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLYING WITH ALL APPLICABLE CODES, REGULATIONS, AND PERMITS GOVERNING THE WORK. 4. THE CONTRACTOR SHALL PROTECT EXISTING ROADS, CURBS/GUTTERS, TRAILS, TREES, LAWNS AND SITE ELEMENTS DURING CONSTRUCTION. DAMAGE TO SAME SHALL BE REPAIRED AND/OR REPLACED AT NO ADDITIONAL COST TO THE OWNER. 5. LOCATE AND VERIFY ALL UTILITIES, INCLUDING IRRIGATION LINES, WITH THE OWNER FOR PROPRIETARY UTILITIES AND GOPHER STATE ONE CALL 48 HOURS BEFORE DIGGING. CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION AND REPAIR OF ANY DAMAGES TO SAME. NOTIFY THE LANDSCAPE ARCHITECT OF ANY CONFLICTS TO FACILITATE PLANT RELOCATION. 6.THE LANDSCAPE CONTRACTOR SHALL COORDINATE THE PHASES OF CONSTRUCTION AND PLANTING INSTALLATION WITH OTHER CONTRACTORS WORKING ON SITE. 7. THE CONTRACTOR SHALL REVIEW THE SITE FOR DEFICIENCIES IN SITE CONDITIONS WHICH MIGHT NEGATIVELY AFFECT PLANT ESTABLISHMENT, SURVIVAL OR WARRANTY. UNDESIRABLE SITE CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT PRIOR TO BEGINNING OF WORK. 8. THE PLAN TAKES PRECEDENCE OVER THE LANDSCAPE LEGEND IF DISCREPANCIES EXIST. QUANTITIES SHOWN IN THE PLANTING SCHEDULE ARE FOR THE CONTRACTOR'S CONVENIENCE. CONTRACTOR TO VERIFY QUANTITIES SHOWN ON THE PLAN. 9. THE SPECIFICATIONS TAKE PRECEDENCE OVER THE PLANTING NOTES AND GENERAL NOTES. 10. EXISTING TREES AND SHRUBS TO REMAIN SHALL BE PROTECTED TO THE DRIP LINE FROM ALL CONSTRUCTION TRAFFIC, STORAGE OF MATERIALS ETC. WITH 4' HT. ORANGE PLASTIC SAFETY FENCING ADEQUATELY SUPPORTED BY STEEL FENCE POSTS 6' O.C. MAXIMUM SPACING. 11. LONG-TERM STORAGE OF MATERIALS OR SUPPLIES ON-SITE WILL NOT BE ALLOWED. 12. CONTRACTOR SHALL REQUEST IN WRITING, A FINAL ACCEPTANCE INSPECTION. PLANTING NOTES: 1. NO PLANTS SHALL BE INSTALLED UNTIL FINAL GRADING AND CONSTRUCTION HAS BEEN COMPLETED IN THE IMMEDIATE AREA. 2. A GRANULAR PRE-EMERGENT HERBICIDE SHALL BE APPLIED TO ALL PLANT BEDS AT THE MANUFACTURERS RECOMMENDED RATE PRIOR TO PLANT INSTALLATION. 3. ALL PLANTING STOCK SHALL CONFORM TO THE "AMERICAN STANDARD FOR NURSERY STOCK," ANSI-Z60, LATEST EDITION, OF THE AMERICAN ASSOCIATION OF NURSERYMEN, INC. AND SHALL CONSTITUTE MINIMUM QUALITY REQUIREMENTS FOR PLANT MATERIALS. 4. OVERSTORY TREES SHALL BEGIN BRANCHING NO LOWER THAN 6' ABOVE PAVED SURFACES. 5. ALL PLANTS MUST BE HEALTHY, VIGOROUS MATERIAL, FREE OF PESTS AND DISEASE AND BE CONTAINER GROWN OR BALLED AND BURLAPPED AS INDICATED IN THE LANDSCAPE LEGEND. 6. PLANT MATERIALS TO BE INSTALLED PER PLANTING DETAILS. 7. ALL TREES MUST BE STRAIGHT TRUNKED AND FULL HEADED AND MEET ALL REQUIREMENTS SPECIFIED. 8. THE LANDSCAPE ARCHITECT RESERVES THE RIGHT TO REJECT ANY PLANTS WHICH ARE DEEMED UNSATISFACTORY BEFORE, DURING, OR AFTER INSTALLATION. 9. NO SUBSTITUTIONS OF PLANT MATERIAL SHALL BE ACCEPTED UNLESS APPROVED IN WRITING BY THE LANDSCAPE ARCHITECT. 10. ALL PLANT MATERIAL QUANTITIES, SHAPES OF BEDS AND LOCATIONS SHOWN ARE APPROXIMATE. CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLETE COVERAGE OF ALL PLANTING BEDS AT SPACING SHOWN AND ADJUSTED TO CONFORM TO THE EXACT CONDITIONS OF THE SITE. THE LANDSCAPE ARCHITECT SHALL APPROVE THE STAKING LOCATION OF ALL PLANT MATERIALS PRIOR TO INSTALLATION. 11. ALL PLANTING AREAS MUST BE COMPLETELY MULCHED AS SPECIFIED. 12. MULCH: SHREDDED HARDWOOD MULCH, CLEAN AND FREE OF NOXIOUS WEEDS OR OTHER DELETERIOUS MATERIAL, IN ALL MASS PLANTING BEDS AND FOR TREES, UNLESS INDICATED AS ROCK MULCH ON DRAWINGS. SUBMIT SAMPLE TO LANDSCAPE ARCHITECT PRIOR TO DELIVERY ON-SITE FOR APPROVAL. DELIVER MULCH ON DAY OF INSTALLATION. USE 4" FOR SHRUB BEDS, AND 3" FOR PERENNIAL/GROUND COVER BEDS, UNLESS OTHERWISE DIRECTED. 13. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL MULCHES AND PLANTING SOIL QUANTITIES TO COMPLETE THE WORK SHOWN ON THE PLAN. 14. USE ANTI-DESICCANT (WILTPRUF OR APPROVED EQUAL) ON DECIDUOUS PLANTS MOVED IN LEAF AND FOR EVERGREENS MOVED ANYTIME. APPLY AS PER MANUFACTURER'S INSTRUCTION. ALL EVERGREENS SHALL BE SPRAYED IN THE LATE FALL FOR WINTER PROTECTION DURING WARRANTY PERIOD. 14. PLANTING SOIL FOR TREES, SHRUBS AND GROUND COVERS: FERTILE FRIABLE LOAM CONTAINING A LIBERAL AMOUNT (4% MIN.) OF HUMUS AND CAPABLE OF SUSTAINING VIGOROUS PLANT GROWTH. IT SHALL COMPLY WITH MNDOT SPECIFICATION 3877 TYPE B SELECT TOPSOIL. MIXTURE SHALL BE FREE FROM HARDPACK SUBSOIL, STONES, CHEMICALS, NOXIOUS WEEDS, ETC. SOIL MIXTURE SHALL HAVE A PH BETWEEN 6.1 AND 7.5 AND 10-0-10 FERTILIZER AT THE RATE OF 3 POUNDS PER CUBIC YARD. IN PLANTING BEDS INCORPORATE THIS MIXTURE THROUGHOUT THE ENTIRE BED IN A 6" LAYER AND ROTO-TILLING IT INTO THE TOP 12" OF SOIL AT A 1:1 RATIO.ANY PLANT STOCK NOT PLANTED ON DAY OF DELIVERY SHALL BE HEELED IN AND WATERED UNTIL INSTALLATION. PLANTS NOT MAINTAINED IN THIS MANNER WILL BE REJECTED. 15. ALL PLANTS SHALL BE GUARANTEED FOR TWO COMPLETE GROWING SEASONS (APRIL 1 - NOVEMBER 1), UNLESS OTHERWISE SPECIFIED. THE GUARANTEE SHALL COVER THE FULL COST OF REPLACEMENT INCLUDING LABOR AND PLANTS. 16. CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT AT LEAST 3 DAYS PRIOR TO PLANNED DELIVERY. THE CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT AT LEAST 24 HOURS IN ADVANCE OF BEGINNING PLANT INSTALLATION. 17. SEASONS/TIME OF PLANTING AND SEEDING: NOTE: THE CONTRACTOR MAY ELECT TO PLANT IN OFF-SEASONS ENTIRELY AT HIS/HER RISK. DECIDUOUS 17.1.POTTED PLANTS: 4/1 - 6/1; 9/21 - 11/1 17.2.DECIDUOUS /B&B: 4/1 - 6/1; 9/21 - 11/1 17.3.EVERGREEN POTTED PLANTS: 4/1 - 6/1; 9/21-11/1 17.4.EVERGREEN B&B: 4/1 - 5/1; 9/21 - 11/1 17.5.TURF/LAWN SEEDING: 4/1 - 6/1; 7/20 - 9/20 18. MAINTENANCE SHALL BEGIN IMMEDIATELY AFTER EACH PORTION OF THE WORK IS IN PLACE. PLANT MATERIAL SHALL BE PROTECTED AND MAINTAINED UNTIL THE INSTALLATION OF THE PLANTS IS COMPLETE, INSPECTION HAS BEEN MADE, AND PLANTINGS ARE ACCEPTED EXCLUSIVE OF THE GUARANTEE. MAINTENANCE SHALL INCLUDE WATERING, CULTIVATING, MULCHING, REMOVAL OF DEAD MATERIALS, RE-SETTING PLANTS TO PROPER GRADE AND KEEPING PLANTS IN A PLUMB POSITION. AFTER ACCEPTANCE, THE OWNER SHALL ASSUME MAINTENANCE RESPONSIBILITIES. HOWEVER, THE CONTRACTOR SHALL CONTINUE TO BE RESPONSIBLE FOR KEEPING THE TREES PLUMB THROUGHOUT THE GUARANTEE PERIOD. 19. ANY PLANT MATERIAL WHICH DIES, TURNS BROWN, OR DEFOLIATES (PRIOR TO TOTAL ACCEPTANCE OF THE WORK) SHALL BE PROMPTLY REMOVED FROM THE SITE AND REPLACED WITH MATERIAL OF THE SAME SPECIES, QUANTITY, AND SIZE AND MEETING ALL LANDSCAPE LEGEND SPECIFICATIONS. 20. WATERING: MAINTAIN A WATERING SCHEDULE WHICH WILL THOROUGHLY WATER ALL PLANTS ONCE A WEEK. IN EXTREMELY HOT, DRY WEATHER, WATER MORE OFTEN AS REQUIRED BY INDICATIONS OF HEAT STRESS SUCH AS WILTING LEAVES. CHECK MOISTURE UNDER MULCH PRIOR TO WATERING TO DETERMINE NEED. CONTRACTOR SHALL MAKE THE NECESSARY ARRANGEMENTS FOR WATER. TURF NOTES: TURF ESTABLISHMENT SHALL BE ACCOMPLISHED IN ACCORDANCE WITH THE PROVISIONS OF THE MN/DOT 2105 AND 2575 EXCEPT AS MODIFIED BELOW: 1. ALL AREAS TO RECEIVE SOD SHALL ALSO RECEIVE 4" OF TOPSOIL PRIOR TO INSTALLING SOD. TOPSOIL SHALL BE FREE OF TREE ROOTS, STUMPS, BUILDING MATERIAL, AND TRASH, AND SHALL BE FREE OF STONES LARGER THAN 1 1 2" INCHES IN ANY DIMENSION. 2. WHERE SOD ABUTS PAVED SURFACES, FINISHED GRADE OF SOD/SEED SHALL BE HELD 1" BELOW SURFACE ELEVATION OF TRAIL, SLAB, CURB, ETC. 3. SOD SHALL BE LAID PARALLEL TO THE CONTOURS AND SHALL HAVE STAGGERED JOINTS. ON SLOPES STEEPER THAN 3:1 OR IN DRAINAGE SWALES, SOD SHALL BE STAKED SECURELY. 4. ALL DISTURBED AREAS TO BE TURF SEEDED, ARE TO RECEIVE 4" TOP SOIL, SEED, MULCH, AND WATER UNTIL A HEALTHY STAND OF GRASS IS OBTAINED. FOR SLOPES STEEPER THAN 3:1 OR IN DRAINAGE SWALES INSTALL EROSION CONTROL BLANKET. 5. ALL DISTURBED AREAS TO RECEIVE NATIVE SEED, ARE TO RECEIVE PLANTING SOIL, SEED, MULCH, AND WATER UNTIL A HEALTHY STAND OF GRASS IS OBTAINED. FOR SLOPES STEEPER THAN 3:1 OR IN DRAINAGE SWALES INSTALL EROSION CONTROL BLANKET. IRRIGATION NOTES: 1. IRRIGATION SYSTEM TO BE DESIGN/BUILD. CONTRACTOR TO SUBMIT SHOP DRAWINGS FOR APPROVAL OF SYSTEM LAYOUT PRIOR TO INSTALLATION. 2. ALL SOD TO RECEIVE SPRAY OR ROTOR IRRIGATION HEADS WITH MINIMUM DESIGN OF 1" IRRIGATION PER WEEK. 3. ALL PLANT BEDS TO RECEIVE DRIP LINE IRRIGATION , WITH A MINIMUM DESIGN OF .25" IRRIGATION PER WEEK. 4. CONTRACTOR TO INSTALL A TOTAL OF 4 QUICK COUPLERS AT THE CORNERS OF THE PROPERTY. A 2.5" TYPE K SOURCE PIPE IS PROVIDED BY MECHANICAL. NOTES TREE PLANTING DETAIL NTS PROVIDE & INSTALL RODENT PROTECTION 1/2" HARDWIRE CLOTH, MESH CYLINDER, 8" DIA OR GREATER X 36" HT.. STAKE IN PLACE INSTALL TREE WITH ROOT FLARE VISIBLE AT TOP OF THE ROOT BALL. REMOVE SOIL IN LEVEL MANNER FROM TOP OF ROOT BALL TO EXPOSE 1ST 1/2" OR LARGER MAIN ORDER ROOT IF NEEDED. SET ROOT BALL WITH MAIN ORDER ROOT 1" ABOVE ADJACENT GRADE. DO NOT COVER TOP OF ROOT BALL WITH SOIL. PLACE NO MULCH IN CONTACT WITH TREE TRUNK REMOVE BURLAP, TWINE, ROPE AND WIRE FROM TOP HALF OF ROOT BALL BUILD 4" HIGH EARTH SAUCER BEYOND EDGE OF ROOT BALL EDGE CONDITION VARIES PLACE ROOT BALL ON UNDISTURBED OR COMPACTED SOIL SCARIFY SIDES OF TREE PIT WITH SPADE BY HAND TO BIND WITH PREPARED SOIL PLANTING SOIL, REFER TO SPECIFICATIONS, COMPACT TO 85% OF MAX. DRY UNIT WEIGHT ACCORDING TO ASTM D 698 TAMP SOIL AROUND ROOT BALL BASE FIRMLY WITH FOOT PRESSURE SO THAT ROOT BALL DOES NOT SHIFT DIG PLANTING PIT 4" TO 6" DEEPER THAN ROOT BALL UNDISTURBED SUBGRADE NOTE: CONTRACTOR SHALL MAINTAIN TREES IN A PLUMB POSITION THROUGHOUT THE WARRANTY PERIOD. IF STAKING IS REQUIRED BY SITE CONDITIONS, CONTRACTOR TO USE 2 OR 3 STAKE METHOD WITH 1" WEBBING AROUND TRUNK OF THREE (NO WIRE OR CABLING TO BE USED) WRAP TREE TRUNKS ONLY UPON APPROVAL BY LANDSCAPE ARCHITECT 1 1 L2.01 1 SHRUB PLANTING DETAIL NTSL2.01 INSTALL 2" LAYER OF MULCH, DO NOT PLACE IN CONTACT W/ SHRUB STEM APPLY PRE-EMERGENT HERBICIDE EDGE CONDITION VARIES EDGER, REFER TO PLAN AND SPECIFICATION LOOSEN ROOTS OF CONTAINER GROWN PLANTS EXCAVATE PLANT BED MIN. 4" DEEPER THAN ROOT BALL HT. SCARIFY SIDES AND BOTTOM OF PLANTING BED WITH SPADE UNDISTURBED SUBGRADE 2 PERENNIAL PLANTING DETAIL NTSL2.01 INSTALL 1" LAYER OF SHREDDED HARDWOOD MULCH OR 2" LAYER OF FINELY SHREDDED HARDWOOD MULCH. DO NOT PLACE IN CONTACT WITH PLANT EDGE CONDITION VARIES EDGER, REFER TO PLAN AND SPECIFICATION LOOSEN ROOTS OF CONTAINER GROWN PLANTS PLANTING SOIL SCARIFY SIDES AND BOTTOM OF PLANTING BED WITH SPADE UNDISTURBED SUBGRADE NOTE: REFER TO EXTERIOR PLANTING SPECIFICATION 3 Jun 20, 2016 - 3:05pm - User:577 L:\PROJECTS\20555\dwg\Civil\Preliminary\20555-L101-LAND.dwg L2.01 DETAILS POOL FENCE DETAIL PAGE 1 OF 1Drawn By: SANDYDate:6/20/2016Scale: AS NOTEDRevisions# Date CommentsGENERAL NOTES:A. PULSE PRODUCTS DOES NOT ASSUME RESPONSIBILITYFOR THE INTERPRETATION OF THIS CALCULATION ORCOMPLAINCE TO THE LOCAL, STATE, OR FEDERALLIGHTNG CODES OR ORDINANCES.B. LIGHTING LAYOUT IS NOT INTENDED FOR CONSTRUCTIONDOCUMENTS BUT ONLY TO ILLUSTRATE THE PERFORMANCEOF THE PRODUCT.C. ALL READINGS/CALCULATIONS SHOWN ARE SHOWN ONOBJECTS/SURFACES.MEADOWBROOK CLUBHOUSEChecked By: TRENTPlan ViewScale: 1 inch= 25 Ft.AAAAAAAAAACCCCDDDDBBBB0.5 0.4 0.2 0.1 0.10.3 0.4 0.5 0.6 0.7 0.7 0.7 0.8 0.9 0.9 0.6 0.2 0.10.3 0.6 0.7 0.8 0.9 1.1 1.2 1.1 1.1 1.3 1.6 1.4 0.4 0.20.6 1.1 1.1 1.1 1.3 1.6 1.6 1.6 1.5 1.5 1.9 2.4 0.8 0.40.2 1.1 1.7 1.5 1.4 1.6 1.8 1.9 1.8 1.8 2.1 2.3 2.8 1.90.2 1.5 2.3 1.9 1.9 1.9 1.9 2.0 2.0 2.2 3.0 3.4 2.6 3.20.4 1.5 2.8 2.6 2.9 2.3 2.1 2.2 2.3 2.3 3.2 3.9 3.0 4.5 2.30.4 0.8 1.9 2.8 3.4 3.6 2.7 2.3 2.4 2.5 2.4 3.1 3.9 3.3 3.1 1.91.0 2.4 4.0 3.8 4.1 3.1 2.4 2.4 2.4 2.4 2.7 3.6 3.3 3.1 1.72.1 3.6 2.8 3.7 3.0 2.3 2.3 2.4 2.7 2.8 2.7 2.5 2.7 1.81.1 3.2 2.8 2.9 2.6 2.2 2.3 3.4 1.82.6 1.71.9 2.5 2.1 2.0 2.10.2 1.1 2.1 1.80.1 0.2 0.5 1.2 1.40.1 0.2 0.60.1 0.23.90.23.2 1.8 1.5 2.5 3.2 3.20.30.23.7 2.4 1.5 1.2 1.5 2.7 4.6 3.0 1.3 0.9 0.70.64.4 5.5 3.8 2.0 1.2 1.3 2.1 3.8 6.2 3.7 2.5 1.4 0.80.8 2.0 4.6 4.6 2.7 1.6 1.2 1.5 2.8 3.8 4.4 3.6 2.5 1.5 0.70.5 1.3 4.6 5.3 4.1 2.6 1.7 1.3 1.6 2.1 2.9 3.7 3.9 2.4 0.91.1 3.0 4.8 6.0 4.5 3.0 1.6 1.3 1.6 2.8 4.4 5.7 2.1 0.8 0.30.6 1.4 2.1 3.2 6.2 3.8 2.1 1.7 2.0 3.3 5.8 3.4 1.3 0.50.6 0.9 1.6 4.4 4.0 2.8 3.0 3.6 4.2 5.4 4.3 1.2 0.50.5 1.0 2.5 3.2 3.6 4.7 6.4 5.6 4.8 3.2 1.30.7 1.4 2.3 3.7 5.2 3.0 3.3 2.9 1.8 0.90.8 1.4 2.1 1.8 1.1 1.0 1.1 0.80.6 0.8 0.7 0.5 0.41 fc1 fc1 fc1 fc1 fc0.5 fc0.5 fc0.25 fcTYPE AA & BB - INVUE ARBOR SERIESTYPE DD - MODERN FORMS BALTHUS SERIESTYPE CC - MCGRAW GLEON SERIESLuminaire ScheduleSymbolQtyLabelArrangementLLFDescriptionArr. WattsLum. LumensLuminaire Location SummaryLumNoCalculation SummaryLabelCalcTypeUnitsAvgMaxMinAvg/MinMax/MinSITE GROUNDIlluminanceFc2.136.4LabelXYZOrientTilt240.1AA503927.1150444.314254.705025AA503961150412.114193.415026AA503850.2150384.114332.71821.3064.00PARKINGIlluminanceFc2.665AASINGLE0.900INVUE ARB-B3-LED-D1-T4 MOUNT ON 12FT POLE WITH 2FT BASE9987402BBSINGLE0.900INVUE ARB-B1-LED-D1-T4 WALL MOUNT AT 10FT WITH EMERG BACKUP2424082CCSINGLE0.900MCGRAW GLEON-AE-04-LED-E1-T4FT MOUNT ON 22FT WITH 3FT BASE2132082404.11.82DDSINGLE0.900MODERN FORMS WS-W28521-GH A121715 WALL MOUNT AT 8FT9.246727AA503878.3150415.914320.5282.916.21.22.435.17262.528033DD503870.9150289.38262.528034CC503795.5150275.325350.62701.482.28POOL028AAIlluminanceFc503933150365.114128.865029BB503860.5150342.31046.348030BB503902150337.310116.565031CC503907.1150252.925166.759032DD503861.6150291.18 SITE7/13/2016 11:51:40 AMMEADOWBROOKCLUBHOUSE6860 Excelsior BoulevardSt. Louis Park, MN 55426COVER SHEETT1-07/13/2016 11:51:40 AMMEADOWBROOKCLUBHOUSE6860 Excelsior BoulevardSt. Louis Park, MN 55426COVER SHEETT1-0MEADOWBROOK CLUBHOUSEST. LOUIS PARK, MN 55426DEVELOPMENT SUBMITTAL: JULY 13, 2016Project TeamOwner/Developer:Meadowbrook Manor Apartments, LLC8325 Wayzata Boulevard, Suite 200Golden Valley, MN 55426Ph: 952-938-6329Architect:Doran Architects, LLC7803 Glenroy RoadBloomington, MN 55349Ph: 612-288-2000Contractor:Doran Construction Company, LLC7803 Glenroy RoadBloomington, MN 55349Ph: 612-288-2000Civil:Sambatek12800 Whitewater Drive Suite 300Minnetonka, MN 55343Ph: 763 476-6010Site MapSheet IndexGENERALT1-0COVER SHEETARCHITECTURALA0-02CONTEXT PHOTOSA1-00MODEL VIEWSA1-10MODEL VIEWS - MAINTENANCEA2-00FLOOR PLAN - LOWER LEVELA2-01FLOOR PLAN - LEVEL 1A2-10FLOOR PLAN - MAINTENANCEA3-02ELEVATIONS - NORTH/SOUTH - COLORA3-03ELEVATIONS - EAST/WEST - COLORA3-11ELEVATIONS - MAINTENANCE - COLORDesign NarrativeThe proposed project includes demolition of a single building containing six townhome units. The structure will be replaced with acommunity amenity building, known as The Clubhouse, for residents of the complex and their guests. The Clubhouse willfeature leasing and management offices, a large club room for gatherings, fitness facilities, a game room, and a theatre, as wellas a model unit. The Clubhouse will be fully sprinklered. Eighteen new parking spaces will be dedicated for the communitybuilding.The materials palette of the Clubhouse will blend well with the adjacent buildings, employing a similar red brick, punchedwindows, with accents of black metal. The gabled roof is also respective of the existing structures. Due to grading on the site,the Clubhouse will be a single story at the front, and have a walk out lower level providing access to the pool deck.In combination with the indoor amenities, an outdoor pool, grilling station and fire pit will be adjacent to the community building.The pool deck will provide ample seating and be screened with multiple new trees.A new maintenance/storage building will also be constructed on the site. This new maintenance/storage building will relocateexisting maintenance functions on the site from seven currently occupied garage spaces, which will be reallocated back toresidential use.Land Planner:Sambatek12800 Whitewater Drive Suite 300Minnetonka, MN 55343Ph: 763 476-6010Surveyor:Sambatek12800 Whitewater Drive Suite 300Minnetonka, MN 55343Ph: 763 476-6010Attorney:Doran Architects, LLC7803 Glenroy RoadBloomington, MN 55349Ph: 612-288-2000Landscape:Sambatek12800 Whitewater Drive Suite 300Minnetonka, MN 55343Ph: 763 476-60106860 EXCELSIOR BOULEVARD BUILDING TO BE DEMOLISHEDSITESITEBUILDING TO BE DEMOLISHED6/17/2016 3:07:48 PMMEADOWBROOKCLUBHOUSE6860 Excelsior BoulevardSt. Louis Park, MN 55426CONTEXT PHOTOSA0-021MEADOWBROOK2AERIAL VIEWN3BUILDING TO DEMO 7/13/2016 10:04:42 AMMEADOWBROOKCLUBHOUSE6860 Excelsior BoulevardSt. Louis Park, MN 55426MODEL VIEWSA1-001ISO - SOUTH - ENTITLEMENT2ISO - NORTH - ENTITLEMENT 7/13/2016 11:32:30 AMMEADOWBROOKMAINTENANCE6860 Excelsior BoulevardSt. Louis Park, MN 55426MODEL VIEWS -MAINTENANCEA1-101ISO - SOUTH - MAINTENANCE -ENTITLEMENT2ISO - NORTH - MAINTENANCE -ENTITLEMENT DWREFA3-001A3-011A3-0123A4-003FT DEEP32' - 9 3/4"58' - 0"THEATER102MODEL ROOM103POOL EQUIP104COMMON SPACE106STORAGE107ELEVATOR112FITNESS113GROUP FITNESS114ARCADE115GAME ROOM1162' - 0"50' - 8"50' - 8"37' - 4"A3-021A3-031A3-03241' - 0"4 1 ' - 0 "47' - 11 3/16"5' - 0"4' - 3 1/4"24' - 9"50' - 0"14' - 0"5FT DEEPPOOLLIFTFURNACEF U R N A C E GATE WITH ELECTRONIC KEYFOB ACCESS ON OUTSIDE OFGATE AND PANIC HARDWAREON INSIDE OF GATE.DOORS WITHELECTRONIC KEYFOB ACCESS FROMINSIDE CLUBHOUSE.6/17/2016 3:08:06 PMMEADOWBROOKCLUBHOUSE6860 Excelsior BoulevardSt. Louis Park, MN 55426FLOOR PLAN -LOWER LEVELA2-00 1/8" = 1'-0"1LOWER LEVEL FLOOR PLANN A3-001A3-011A3-012SHUFFLE BOARDCOFFEEIPAD BARFILESBUILT IN COUNTERCLUBROOM117CONF ROOM118STUDY119STUDY120LOBBY121RESTROOM122RESTROOM123VESTIBULE124OFFICE125CONF ROOM126OFFICE127OFFICE128WORK ROOM129PACKAGE13050' - 8"A3-002A3-021A3-022A3-031A3-03258' - 0"FURNACEFURNACECONDENSERS6FT HIGHMECHANICALSCREENCONDENSERS6FT HIGHMECHANICALSCREEN47' - 11 3/16"4 1 ' - 0 "50' - 8"6/17/2016 3:08:07 PMMEADOWBROOKCLUBHOUSE6860 Excelsior BoulevardSt. Louis Park, MN 55426FLOOR PLAN -LEVEL 1A2-01 1/8" = 1'-0"1LEVEL 1 FLOOR PLANN UPDNA3-101A3-104A3-102A3-10339' - 4"48' - 0"28' - 8"87' - 4"4' - 8"24' - 0"A3-114A3-112A3-111A3-1134' - 2"2' - 1"9' - 3"2' - 6"3' - 0"2' - 6"GOLFCART8' - 0"12' - 0"12' - 0"1216 SFMAINTENANCE13210' - 0"MECHA3-101A3-104A3-102A3-103A3-114A3-112A3-111A3-1131060 SFSTORAGE131FUTUREKITCHEN6/17/2016 3:08:07 PMMEADOWBROOKCLUBHOUSE6860 Excelsior BoulevardSt. Louis Park, MN 55426FLOOR PLAN -MAINTENANCEA2-10 1/8" = 1'-0"1LEVEL 1 - MAINTENANCE 1/8" = 1'-0"2LEVEL 2 - MAINTENANCENN L1100' - 0"Roof line110' - 0"Parapet120' - 0"Lower Level88' - 0"4A113B3A4A5B4A4A2A2C15A17194A3B2C719192C2B3B5A5B5B5B5B5B212175B2B18175B2C5A2C5A2C2CSOUTHOVERALL 2876CLASS 1 MATERIALGLASS1001BRICK 814STONE 19010% HARDIE 286SIDING ALLOWANCECLASS 12291 79.7%EASTOVERALL729.5CLASS 1 MATERIALGLASS108BRICK 82STONE22510% HARDIE 73SIDING ALLOWANCECLASS 1488 66.9%WESTOVERALL827CLASS 1 MATERIALGLASS 72BRICK 379STONE 2710% HARDIE 83SIDING ALLOWANCECLASS 1 561 67.8%L1100' - 0"Roof line110' - 0"Parapet120' - 0"12B2B3B19204A1193A5A3B2B4A7773A5B5C5B5B5C2B12B4A4A2B5A2C2C5A3B2BNORTHOVERALL 2050CLASS 1 MATERIALGLASS636BRICK 164.5STONE 37310% HARDIE 205SIDING ALLOWANCECANOPY 39CLASS 11378.5 67.2%EXTERIOR ELEVATION KEYNOTESGLAZED BRICK (RED)1METAL PANEL B (BLACK)3BPT-1 (MEDIUM GRAY) HARDIE SIDING4AALUMINUM STOREFRONT5APREFABRICATED RAILING6SUNSHADE7OVERHEAD SECTIONAL DOOR8MECHANICAL UNIT, GRILL COLOR TO MATCHADJACENT BUILDING MATERIAL9LARGE EXTERIOR SCONCE11SMALL EXTERIOR SCONCE12WALL PACK13MECHANICAL LOUVER, MATCH COLOR TOADJACENT MATERIAL17MAN DOOR, PAINT TO MATCH ADJACENT FINISH18CMU2AMETAL PANEL A, FLAT PANEL (WHITE)3AASPHALT SHINGLES19STONE SILL2CCANOPY20STONE (BEIGE)2BFIBERGLASS WINDOW, SPANDREL GLASS5CFIBERGLASS WINDOW, VISION GLASS5BMECHANICAL SCREEN FENCING217/13/2016 11:33:34 AMMEADOWBROOKCLUBHOUSE6860 Excelsior BoulevardSt. Louis Park, MN 55426ELEVATIONS-NORTH/SOUTH -COLORA3-02 1/8" = 1'-0"1NORTH - ENTITLEMENT - COLOR 1/8" = 1'-0"2SOUTH - ENTITLEMENT - COLOR L1100' - 0"Roof line110' - 0"Parapet120' - 0"Lower Level88' - 0"3B4A3B2A4A3B3A12B114A19195A5A2C2C2C5B5B5B1L1100' - 0"L2110' - 0"Roof Line120' - 0"Lower Level88' - 0"73B3A19215A2CL1100' - 0"Roof line110' - 0"Parapet120' - 0"Lower Level88' - 0"3B4A3B213A2B2A13A194A4A1172B193A1975A5A2C2C12C2C5B5B5B5BL1100' - 0"L2110' - 0"Roof Line120' - 0"Lower Level88' - 0"3B183B2C2BEXTERIOR ELEVATION KEYNOTESGLAZED BRICK (RED)1METAL PANEL B (BLACK)3BPT-1 (MEDIUM GRAY) HARDIE SIDING4AALUMINUM STOREFRONT5APREFABRICATED RAILING6SUNSHADE7OVERHEAD SECTIONAL DOOR8MECHANICAL UNIT, GRILL COLOR TO MATCHADJACENT BUILDING MATERIAL9LARGE EXTERIOR SCONCE11SMALL EXTERIOR SCONCE12WALL PACK13MECHANICAL LOUVER, MATCH COLOR TOADJACENT MATERIAL17MAN DOOR, PAINT TO MATCH ADJACENT FINISH18CMU2AMETAL PANEL A, FLAT PANEL (WHITE)3AASPHALT SHINGLES19STONE SILL2CCANOPY20STONE (BEIGE)2BFIBERGLASS WINDOW, SPANDREL GLASS5CFIBERGLASS WINDOW, VISION GLASS5BMECHANICAL SCREEN FENCING217/13/2016 10:04:51 AMMEADOWBROOKCLUBHOUSE6860 Excelsior BoulevardSt. Louis Park, MN 55426ELEVATIONS -EAST/WEST -COLORA3-03 1/8" = 1'-0"1EAST WING - ENTITLEMENT - COLOR 1/8" = 1'-0"2WEST WING - ENTITLEMENT - COLOR L1100' - 0"L2110' - 0"Roof Line120' - 0"8314671855554NORTHOVERALL 1359CLASS 1 MATERIALGLASS 105BRICK 120STUCCO 626.510% HARDIE 136SIDING ALLOWANCECLASS 1 987.5 72.7%L1100' - 0"L2110' - 0"Roof Line120' - 0"8646684L1100' - 0"L2110' - 0"Roof Line120' - 0"4431WESTOVERALL 642CLASS 1 MATERIALGLASS 0BRICK 77.5STUCCO 284.510% HARDIE 64SIDING ALLOWANCECLASS 1 426 66.4%L1100' - 0"L2110' - 0"Roof Line120' - 0"14364EASTOVERALL 641CLASS 1 MATERIALGLASS 35BRICK 77.5STUCCO 34110% HARDIE 64CLASS 1 517.5 80.7%EXTERIOR ELEVATION KEYNOTESGLAZED BRICK (RED)1STUCCO (WHITE)4OVERHEAD SECTIONAL DOOR5MAN DOOR, PAINT TO MATCH ADJACENT FINISH7FIBERCEMENT TRIM BOARD2HARDIE LAP SIDING (LIGHT GRAY)3ASPHALT SHINGLES8FIBERGLAS WINDOW VISION GLASS67/13/2016 11:30:37 AMMEADOWBROOKMAINTENANCE6860 Excelsior BoulevardSt. Louis Park, MN 55426ELEVATIONS -MAINTENANCE -COLORA3-11 1/8" = 1'-0"1MAINTENANCE - SOUTH - ENTITLEMENT -COLOR 1/8" = 1'-0"2MAINTENANCE - NORTH - ENTITLEMENT -COLOR 1/8" = 1'-0"3MAINTENANCE - WEST - ENTITLEMENT -COLOR 1/8" = 1'-0"4MAINTENANCE - EAST - ENTITLEMENT -COLOR PAGE 1 OF 1Drawn By: SANDYDate:7/12/2016Scale: AS NOTEDRevisions# Date CommentsLIGHTNG CODES OR ORDINANCES.GENERAL NOTES:A. PULSE PRODUCTS DOES NOT ASSUME RESPONSIBILITYFOR THE INTERPRETATION OF THIS CALCULATION ORCOMPLAINCE TO THE LOCAL, STATE, OR FEDERALB. LIGHTING LAYOUT IS NOT INTENDED FOR CONSTRUCTIONDOCUMENTS BUT ONLY TO ILLUSTRATE THE PERFORMANCEOF THE PRODUCT.C. ALL READINGS/CALCULATIONS SHOWN ARE SHOWN ONOBJECTS/SURFACES.MEADOWBROOK CLUBHOUSEChecked By: TRENTPlan ViewScale: 1 inch= 25 Ft.6060TAAAAAAAAAADDDDBBBBCCCC0.70.30.10.02.50.00.0 0.1 2.2 5.51.33.8 1.63.84.30.00.11.6 2.2 3.25.10.21.3 1.8 3.0 3.71.41.63.8 3.2 2.30.00.50.00.1 0.00.0 0.0 0.00.00.0 0.0 0.01.20.01.4 2.1 4.1 6.3 3.0 1.1 0.4 0.24.20.15.30.0 0.0 0.0 0.0 0.01.40.00.00.10.10.00.2 0.1 0.1 0.00.0 0.0 0.0 0.0 0.02.30.06.30.0 0.0 0.1 0.1 0.2 0.6 1.6 3.30.60.00.11.2 1.8 3.4 5.5 2.4 1.3 1.0 0.60.00.23.30.1 0.00.00.0 0.0 0.0 0.0 0.00.00.40.01.40.20.0 0.0 0.0 0.0 0.0 0.0 0.01.30.02.00.0 0.0 0.1 0.1 0.4 1.0 3.0 4.10.00.00.00.00.0 0.0 0.0 0.0 0.0 0.0 0.00.00.00.20.0 0.0 0.1 0.2 0.4 1.0 2.8 6.4 4.00.01.40.0 0.1 0.1 0.3 0.8 2.3 5.3 5.1 3.10.11.20.12.7 4.9 5.6 4.1 2.3 1.3 0.7 0.42.21.60.60.5 0.3 0.2 0.1 0.1 0.00.0 0.22.30.40.80.6 0.4 0.4 0.3 0.3 0.2 0.2 0.1 0.10.30.00.51.9 1.1 0.5 0.2 0.1 0.1 0.0 0.00.80.00.80.0 0.0 0.30.00.91.51.8 1.00.20.00.00.20.1 0.1 0.1 0.1 0.10.0 0.0 0.00.10.00.00.0 0.00.0 0.0 0.0 0.0 0.00.0 0.00.00.12.80.3 0.2 0.2 0.2 0.2 0.1 0.1 0.10.10.10.20.1 0.1 0.1 0.1 0.1 0.1 0.1 0.10.00.15.00.1 0.2 0.6 0.9 2.2 4.5 3.3 3.12.64.20.05.5 2.4 0.8 0.3 0.1 0.1 0.0 0.0 0.04.12.20.8 1.4 2.0 3.3 5.5 3.0 1.9 2.1 2.60.16.10.00.8 0.3 0.2 0.1 0.1 0.00.0 0.00.04.30.00.00.1 0.0 0.0 0.0 0.0 0.0 0.00.00.30.00.70.0 0.00.0 0.3 0.5 0.9 1.6 2.7 4.40.00.60.40.0 0.0 0.0 0.0 0.0 0.00.0 0.00.10.40.01.5 2.6 3.3 4.3 6.6 6.3 5.1 3.7 1.90.00.02.1 2.6 3.5 3.8 3.8 0.40.0 0.02.00.02.40.0 0.1 0.1 0.3 3.8 3.7 3.6 2.83.00.00.00.02.2 2.0 2.0 2.1 2.4 3.0 3.4 3.61.90.02.10.0 0.0 0.0 0.1 0.3 3.2 3.1 2.92.10.40.02.5 2.2 2.1 2.1 2.4 2.7 3.1 3.52.20.13.30.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.01.20.02.4 2.9 3.2 3.2 0.6 0.0 0.0 0.0 0.03.10.03.30.0 0.00.0 0.0 0.0 0.0 0.2 0.33.40.00.91.2 0.5 0.0 0.0 0.0 0.0 0.0 0.01.20.41.11.2 1.3 1.4 1.4 1.5 1.6 1.8 2.12.60.10.00.00.0 0.00.6 0.6 0.4 0.2 0.0 0.01.30.01.20.00.2 0.4 0.6 0.7 0.8 0.9 1.00.10.02.40.0 0.1 1.0 2.6 2.7 2.4 2.1 2.02.22.10.12.8 3.1 2.8 0.20.0 0.0 0.0 0.1 0.82.01.80.0 0.0 0.0 0.0 0.0 0.00.0 0.1 0.80.01.90.01.8 1.8 1.9 2.0 2.3 2.7 3.3 2.20.21.70.00.0 0.00.0 0.0 0.0 0.0 0.0 0.04.10.00.10.0 0.0 0.0 0.1 0.12.6 3.1 1.90.00.00.00.0 0.0 0.0 0.00.0 0.0 0.0 0.00.00.00.00.00.0 0.1 0.12.2 3.00.1 0.1 0.13.10.03.20.1 0.1 0.3 3.4 3.4 2.3 1.3 1.72.73.40.01.2 0.6 0.4 0.3 0.2 0.1 0.1 0.1 0.02.50.00.3 0.2 0.1 0.1 0.1 0.1 0.0 0.0 0.00.00.00.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.10.02.60.0 0.0 0.00.0 0.1 1.4 3.2 2.90.02.40.00.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.02.53.00.02.1 3.2 2.9 2.6 2.3 2.3 3.0 4.20.03.10.01.4 0.1 0.0 0.0 0.0 0.0 0.0 0.00.02.90.00.00.3 1.00.0 0.0 0.0 0.0 0.0 0.00.00.00.00.00.0 0.0 0.0 0.0 0.1 0.1 0.30.00.00.00.00.00.0 0.0 0.1 0.7 2.0 2.2 2.40.00.00.00.0 0.0 0.0 0.00.0 0.0 0.0 0.00.00.01 fc1 fc1 fc1 fc1 fc1 fc0.5 fc0.5 fc0.5 fc0.5 fc0.5 fc0.5 fc0.25 fc0.25 fc0.25 fc0.25 fc0.25 fcTYPE AA & BB - INVUE ARBOR SERIESTYPE DD - MODERN FORMS BALTHUS SERIESTYPE CC - MCGRAW GLEON SERIESLuminaire ScheduleCalculation SummaryLabelCalcTypeUnitsAvgMaxSymbolQtyLabelLuminaire Location SummaryLumNoLabelXYZMinArrangementLLFOrientTilt24AA503927.1150444.3DescriptionArr. WattsLum. Lumens14254.705025AA503961150412.114193.415Avg/Min026Max/MinAA503850.2150384.114332.7180SITE GROUNDIlluminanceFc0.936.627AA503878.3150415.914320.528028AA503933150365.1140.0N.A.N.A.128.865029BB503860.5150342.31046.3480PARKING30BB503902150337.310116.5650IlluminanceFc2.693.81.91.422.0031CC503904.9150250.625171.8320POOL32DD503861.6150291.18IlluminanceFc2.906.4262.528033DD1.22.425.33503870.9150289.385AASINGLE0.900INVUE ARB-B3-LED-D1-T4 MOUNT ON 12FT POLE WITH 2FT BASE9987402BBSINGLE0.900INVUE ARB-B1-LED-D1-T4 WALL MOUNT AT 10FT WITH EMERG BACKUP2424082CCSINGLE0.900MCGRAAW GLEON-AE-04-LED-E1-SL4-HSS MOUNT ON 22FT POLE WITH 3FT BASE213168002DDSINGLE0.900MODERN FORMS WS-W28521-GH A121715 WALL MOUNT AT 8FT9.2467262.528034CC503800.3150268.125350.6270 Arbor LED architectural luminaires Invue EATON Arbor LED architectural luminaires2 The nature of light As part of the pedestrian experience we want to be reminded of spaces we value. The most valued “people spaces” in the urban environment are those that tie to nature. Eaton’s Invue Arbor family of LED luminaires uses seamless organic design elements with an unregimented symmetry as seen and reflected in nature. WaveStreamTM LED optical technology allows the Arbor to deliver precise and elegant illumination that enhances the world around us. Light plays an integral role in defining the spaces in which we live. Every natural action is graceful. Ralph Waldo Emerson, Nature EATON Arbor LED architectural luminaires4 EATON Arbor LED architectural luminaires 5 As a design element, the Arbor reflects the role of nature and the desire to stay connected with a more organic urban environment. It relates to the pedestrian experience across an entire campus setting with a visually uniform family of products designed to enhance architectural applications. When appropriately scaled for the space, an intimacy is created between the Arbor and its surrounding environment. Companion bollard and wall mounted products, as well as architectural pole mounting options can be selected to create appropriate scale with complementary appearances. The Arbor family provides a seamless transition from site to building. From site to building Complementary design across products connects multiple spaces. Bollard Wall sconce Single post top Large wall mount Single arm mount Twin arm mount EATON Arbor LED architectural luminaires6 EATON Arbor LED architectural luminaires 7 At its core, pedestrian lighting is part of a comprehensive design for people spaces. It’s imperative to incorporate lighting that: - provides comfort through security - offers access by providing visibility and wayfinding - enable and attract nighttime activities - showcase pride in a space for others to value The Arbor family of luminaries helps encourage ground level wayfinding, improving the ability to quickly navigate a space. WaveStream LED optical technology improves nighttime visibility allowing rapid identification of risk, promoting a comfortable and secure setting. Overall, the Arbor enhances the pedestrian experience to attract commercial and social activity to the “people spaces” in which we live and work. Successful “people spaces” bring the community together at night to create an environment we want to experience to the fullest. Enhancing the pedestrian experience EATON Arbor LED architectural luminaires8 EATON Arbor LED architectural luminaires 9 Dayform During the day, the Arbor becomes an important element of the landscape providing meaningful architectural dayform. Its appearance presents a subtle irregularity from differing viewpoints. This creates the stunning effect of an unregimented symmetry that occurs in nature. Nightform The industry focus of outdoor luminaire design has been on increased illuminance and improved efficiency without emphasis on nighttime appearance. The biggest concern with pedestrian scale LED luminaires is that they present distracting pixilated images, poor visibility and the unpleasant sensation of brightness. WaveStream LED optical technology manages this brightness, presenting an extraordinary visual appearance. At night, Arbor now becomes a visual design element that invites admiration and guides the way.“It all goes back to thinking about the people in the space...Are we providing light for wayfinding, comfort, visual interest or the unexpected; or perhaps all of these” Ardra Zinkon, IALD, MIES “Lighting brings architecture out into the landscape and provides immediate identity within a flourishing natural environment” Edwin Mickelson, FASLA Elegant by day. Brilliant at night. EATON Arbor LED architectural luminaires10 EATON Arbor LED architectural luminaires 11 Eaton’s Invue Arbor LED luminaires are designed around the groundbreaking and patented WaveStream LED optical platform. Using laser precise AccuAimTM technology, it has established a new paradigm in outdoor architectural luminaire design and performance. The Arbor provides quality site and area distributions normally not available in a reduced glare solution. Superior visual uniformity and pole spacing, with efficacies in excess of 90 lm/W can be achieved. WaveStream LED eliminates the pixilated image associated with typical LED optics that can cause visual discomfort. This is a major consideration, especially at the pedestrian scale. Arbor provides beautiful task illumination. The fixture itself is visually stunning while illuminated and becomes a nighttime design element like never before. The balance between organic design and WaveStream LED technology allows the Arbor to deliver an unprecedented experience both day and night in pedestrian spaces. Taking control of light - WaveStream LED The science behind the beauty. EATON Arbor LED architectural luminaires12 EATON Arbor LED architectural luminaires 13 Synchronizing light and movement Many pedestrian and exterior spaces are vacant during off-peak times, remaining fully illuminated, wasting energy and shortening the life of the system. Eaton offers a wide range of control options to meet any code related or specific energy and environmental goal. Maximized operating efficiency, reduced maintenance and overall savings can be achieved. Enabled solutions: integral 0-10V dimming drivers that can be controlled by external systems or through photocontrol receptacles. Integrated controls: factory installed standalone occupancy sensors, DALI drivers, twistlock or button type photocontrols. Connected solutions: LumaWatt utilizes wireless communication to control and monitor lighting through an intuitive graphical interface, via the internet in real time. Arbor LED luminaires are fully controllable to maximize energy and savings. Occupancy sensor (post top) Occupancy sensor (bollard and sconce) LumaWatt (post top) EATON Arbor LED architectural luminaires14 EATON Arbor LED architectural luminaires 15 NOTE: 1 DesignLights ConsortiumTM Qualified. Refer to www.designlights.org Qualified Products List under Family Models for details. 2 Post top only. 3 Eaton utilizes premium ultra-weatherable TGIC based polyester powder coatings that are specifically formulated to withstand extended outdoor exposure. Consult you lighting representative at Eaton for more information on RAL and custom color matching. Colors and textures have been matched as close as possible. Paper and ink limitations, as well as the influence of heat and light, account for differences from actual coatings. Product specifications subject to change without notice. Consult your lighting representative at Eaton for more information, or visit www.eaton.com/lighting to find the most up to date information. Technical specifications Post top Performance Distributions: Type II, III, IV (asymmetric) and V (symmetric) Lumens: 2,045 - 9,464 Wattage: 24 - 99W Efficacy: Up to 105 lm/W CCT/CRI: 4000K/70 CRI, 3000K/70 CRI, 3000K/80 CRI Controls: 0-10V, occupancy sensor, LumaWatt wireless control Bollard and wall sconce Performance Distributions: Asymmetric and symmetric Lumens: 717 - 1,246 Wattage: 11 - 32W Efficacy: Up to 90 lm/W CRI/CCT: 4000K/70 CRI, 3000K/80 CRI Controls: 0-10V, occupancy sensor Grey Bronze Graphite metallicBlackDark platinum White Finish selection 3 Bollard [30, 36 or 42 in. Height] Single post top [10-18 ft. Mounting heights] Single arm post top [18-22 ft. Mounting heights] Twin arm post top [18-30 ft. Mounting heights] Large wall mount [10-18 ft. Mounting heights] Wall sconce [8-10 ft. Mounting heights] A scalable and flexible design solution With a variety of mounting configurations, optic distributions and lumen packages, the Arbor can scale from parking areas, to pedestrian pathways, to the exterior walls, even interior spaces. The flexibility of the single post top and the single or twin mount arm allows the Arbor to scale to landscapes or urban environments accordingly. The Arbor bollard, along with the small and large wall mount options permits the continuation of the design theme from landscape to building. Decorative tapered aluminum poles are also available to complement the Arbor. Visit our website, www.eaton.com/lighting, to learn more about the poles and ordering information.Energy data (Electronic LED driver) Power factor: >0.9 Total harmonic distortion: <20% Minimum temperature: -30°C Ambient temperature rating: 40°C Operation: 120-277V 50/60Hz, 347V 60Hz, 480V 60Hz Additional information Warranty: 5 year DesignLights ConsortiumTM Qualified: Yes 1, 2 Vibration tested: 3G 2 UL/cUL listed: Wet location IP66 rated: Yes (housing) ANSI: C136.31 2 ISO 9001: Certified RoHS: Compliant Approximate net weight: Post top - 37 lbs. (16.8 kgs.) Bollard - 19.25 lbs. (8.73 kgs.) Wall sconce - 11.7 lbs. (5.31 kgs.) Eaton is a registered trademark. All other trademarks are property of their respective owners. Product availability, specifications, and compliances are subject to change without notice. Canada Sales 5925 McLaughlin Road Mississauga, Ontario L5R 1B8 P: 905-501-3000 F: 905-501-3172 Eaton 1121 Highway 74 South Peachtree City, GA 30269 P: 770-486-4800 www.eaton.com/lighting © 2016 Eaton All Rights Reserved Printed in USA Publication No. BR500006EN April 2016 Our Lighting Product Lines Halo Halo Commercial Portfolio Iris RSA Metalux Corelite Neo-Ray Fail-Safe MWS Ametrix Shaper io Lumark McGraw-Edison Invue Ephesus Lumière Streetworks AtLite Sure-Lites Our Controls Product Lines Greengate iLumin Zero 88 Fifth Light Technology iLight (International Only) GLEON GALLEON LED 1-10 Light Squares Solid State LED AREA/SITE LUMINAIRE McGraw-Edison SPECIFICATION FEATURES Construction Extruded aluminum driver enclosure thermally isolated from Light Squares for optimal thermal performance. Heavy-wall, die- cast aluminum end caps enclose housing and die-cast aluminum heat sinks. A unique, patent pending interlocking housing and heat sink provides scalability with superior structural rigidity. 3G vibration tested. Optional tool- less hardware available for ease of entry into electrical chamber. Housing is IP66 rated. Optics Patented, high-efficiency injection-molded AccuLED Optics technology. Optics are precisely designed to shape the distribution maximizing efficiency and application spacing. AccuLED Optics create consistent distributions with the scalability to meet customized application requirements. Offered standard in 4000K (+/- 275K) CCT 70 CRI. Optional 6000K CCT and 3000K CCT. Electrical LED drivers are mounted to removable tray assembly for ease of maintenance. 120-277V 50/60Hz, 347V 60Hz or 480V 60Hz operation. 480V is compatible for use with 480V Wye systems only. Standard with 0-10V dimming. Shipped standard with Eaton proprietary circuit module designed to withstand 10kV of transient line surge. The Galleon LED luminaire is suitable for operation in -40°C to 40°C ambient environments. For applications with ambient temperatures exceeding 40°C, specify the HA (High Ambient) option. Light Squares are IP66 rated. Greater than 90% lumen maintenance expected at 60,000 hours. Available in standard 1A drive current and optional 530mA and 700mA drive currents. Mounting STANDARD ARM MOUNT: Extruded aluminum arm includes internal bolt guides allowing for easy positioning of fixture during assembly. When mounting two or more luminaires at 90° and 120° apart, the EA extended arm may be required. Refer to the arm mounting requirement table. Round pole adapter included. For wall mounting, specify wall mount bracket option. 3G vibration rated. QUICK MOUNT ARM: Arm is bolted directly to the pole and the fixture slides onto the quick mount arm and is secured via a single fastener, facilitating quick and easy installation. The versatile, patent pending, quick mount arm accommodates multiple drill patterns ranging from 1-1/2” to 4-7/8”. Removal of the door on the quick mount arm enables wiring of the fixture without having to access the driver compartment. A knock- out enables round pole mounting. Finish Housing finished in super durable TGIC polyester powder coat paint, 2.5 mil nominal thickness for superior protection against fade and wear. Heat sink is powder coated black. Standard colors include black, bronze, grey, white, dark platinum and graphite metallic. RAL and custom color matches available. Warranty Five-year warranty. TD500020EN 2016-01-29 10:56:52 The Galleon™ LED luminaire delivers exceptional performance in a highly scalable, low-profile design. Patented, high-efficiency AccuLED Optics™ system provides uniform and energy conscious illumination to walkways, parking lots, roadways, building areas and security lighting applications. IP66 rated and UL/cUL Listed for wet locations. DESCRIPTION *www.designlights.org SY S T EM S C ERTI F IE DCERTIFICATION DATA UL/cUL Wet Location Listed ISO 9001 LM79 / LM80 Compliant 3G Vibration Rated IP66 Rated DesignLights ConsortiumTM Qualified* ENERGY DATA Electronic LED Driver >0.9 Power Factor <20% Total Harmonic Distortion 120V-277V 50/60Hz 347V & 480V 60Hz -40°C Min. Temperature 40°C Max. Temperature 50°C Max. Temperature (HA Option) Catalog # Type Date Project Comments Prepared by TYPE "N" 3/4" [19mm]DiameterHole (2) 9/16" [14mm]DiameterHoles 1-3/4"[44mm] 7/8" [22mm] 2" [51mm] DRILLING PATTERN “A” 3-15/16" [100mm] 21-3/4" [553mm]"B" DIMENSION DATA Number of Light Squares “A ” Width “B” Standard Arm Length “B” Optional Arm Length 1 Weight with Arm (lbs.) EPA with Arm 2 (Sq. Ft.) 1-4 15-1/2" (394mm) 7" (178mm) 10" (254mm) 33 (15.0 kgs.)0.96 5-6 21-5/8" (549mm) 7" (178mm) 10" (254mm) 44 (20.0 kgs.)1.00 7-8 27-5/8" (702mm) 7" (178mm) 13" (330mm) 54 (24.5 kgs.)1.07 9-10 33-3/4" (857mm) 7" (178mm) 16" (406mm) 63 (28.6 kgs.)1.12 NOTES: 1. Optional arm length to be used when mounting two fi xtures at 90° on a single pole. 2. EPA calculated with optional arm length. DIMENSIONS Specifications and dimensions subject to change without notice. Eaton 1121 Highway 74 South Peachtree City, GA 30269 P: 770-486-4800 www.eaton.com/lighting GLEON GALLEON LED TD500020EN 2016-01-29 10:56:52 2 @ 180°Triple1 4 @ 90° 2 @ 90°Triple2 2 @ 120° NOTES: 1 Round poles are 3 @ 120°. Square poles are 3 @ 90°. 2 Round poles are 3 @ 90°. “A” QM Quick Mount Arm (Standard)QMEA Quick Mount Arm (Extended) 21-3/4" [553mm]21-3/4" [553mm]8-7/16"[215mm]16-9/16" [421mm] 3-15/16"[10 0mm] QUICK MOUNT ARM DATA Number of Light Squares 1, 2 “A” Width Weight with QM Arm (lbs.) Weight with QMEA Arm (lbs.) EPA (Sq. Ft.) 1-415-1/2" (394mm)35 (15.91 kgs.)38 (17.27 kgs.) 1.115-6 3 21-5/8" (549mm)46 (20.91 kgs.)49 (22.27 kgs.) 7-827-5/8" (702mm)56 (25.45 kgs.)59 (26.82 kgs.) NOTES: 1 QM option available with 1-8 light square confi gurations. 2 QMEA option available with 1-6 light square confi gurations. 3 QMEA arm to be used when mounting two fi xtures at 90° on a single pole. Con guration 90° Apart 120° Apart GLEON-AE-01 7" Arm (Standard) 7" Arm (Standard) GLEON-AE-02 7" Arm (Standard) 7" Arm (Standard) GLEON-AE-03 7" Arm (Standard) 7" Arm (Standard) GLEON-AE-04 7" Arm (Standard) 7" Arm (Standard) GLEON-AE-05 10" Extended Arm (Required) 7" Arm (Standard) GLEON-AE-06 10" Extended Arm (Required) 7" Arm (Standard) GLEON-AE-07 13" Extended Arm (Required) 13" Extended Arm (Required) GLEON-AE-08 13" Extended Arm (Required) 13" Extended Arm (Required) GLEON-AE-09 16" Extended Arm (Required) 16" Extended Arm (Required) GLEON-AE-10 16" Extended Arm (Required) 16" Extended Arm (Required) ARM MOUNTING REQUIREMENTS 8-1/8" [206mm] 1-13/16" [47mm] (2) 27/64" [11mm] Dia. Hole 3"[76mm] 3-13/16" [97mm] 3-13/64"[82mm] MAST ARM MOUNT 4-15/16"[125mm]3-3/4"[96mm] 6-15/16"[177mm] 4"[102mm] 4-7/8"[124mm] 1-1/4" [32mm] 9/16"[15mm]Dia. Hole QUICK MOUNT ARM (INCLUDES FIXTURE ADAPTER) 10-5/32" [256mm] 6-3/16" [157mm] 21-3/4"[553mm] 7"[178mm] 2-7/16"[61mm] STANDARD WALL MOUNT Specifications and dimensions subject to change without notice. Eaton 1121 Highway 74 South Peachtree City, GA 30269 P: 770-486-4800 www.eaton.com/lighting GLEON GALLEON LED TD500020EN 2016-01-29 10:56:52 Standard Street Side House Side Street Side House Side Street Side House Side Optics Rotated Left @ 90° [L90]Optics Rotated Right @ 90° [R90] OPTIC ORIENTATION Asymmetric Area Distributions Symmertric Distributions T3 (Type III) SL2 (Type II with Spill Control) SL3 (Type III with Spill Control) T4FT (Type IV Forward Throw) T4W (Type IV Wide) SL4 (Type IV with Spill Control) Specialized Distributions Asymmetric Roadway Distributions AFL (Automotive Frontline) SLL (90° Spill Light Eliminator Left) SLR (90° Spill Light Eliminator Right) T2R (Type II Roadway) RW (Rectangular Wide Type I) T3R (Type III Roadway) 5NQ (Type V Square Narrow) 5MQ (Type V Square Medium) 5WQ (Type V Square Wide) T2 (Type II) OPTICAL DISTRIBUTIONS Specifications and dimensions subject to change without notice. Eaton 1121 Highway 74 South Peachtree City, GA 30269 P: 770-486-4800 www.eaton.com/lighting GLEON GALLEON LED TD500020EN 2016-01-29 10:56:52 Number of Light Squares 12345678910 Drive Current 1A 1A 1A 1A 1A 1A 1A 1A 1A 1A Nominal Power (Watts)56 107 157 213 264 315 370 421 475 528 Input Current @ 120V (A) 0.47 0.90 1.31 1.79 2.21 2.64 3.09 3.51 3.96 4.41 Input Current @ 208V (A) 0.28 0.51 0.74 1.02 1.25 1.48 1.76 1.99 2.22 2.50 Input Current @ 240V (A) 0.25 0.45 0.65 0.90 1.10 1.30 1.55 1.75 1.95 2.20 Input Current @ 277V (A) 0.23 0.41 0.59 0.82 1.00 1.18 1.41 1.59 1.77 2.00 Optics T2 Lumens 5,272 10,303 15,373 20,313 25,168 30,118 35,618 40,357 45,018 49,842 BUG Rating B1-U0-G1 B2-U0-G2B2-U0-G2B3-U0-G3B3-U0-G4B3-U0-G4 B3-U0-G4 B3-U0-G5B4-U0-G5B4-U0-G5 T2R Lumens 5,597 10,938 16,321 21,565 26,719 31,974 37,813 42,844 47,792 52,914 BUG Rating B1-U0-G1 B2-U0-G2B2-U0-G2B3-U0-G3B3-U0-G3B3-U0-G4 B3-U0-G4 B3-U0-G4B4-U0-G4B4-U0-G5 T3 Lumens 5,374 10,501 15,669 20,704 25,652 30,697 36,303 41,134 45,884 50,802 BUG Rating B1-U0-G2 B2-U0-G2B2-U0-G3B3-U0-G3B3-U0-G4B3-U0-G4 B3-U0-G5 B3-U0-G5B4-U0-G5B4-U0-G5 T3R Lumens 5,493 10,735 16,017 21,164 26,222 31,379 37,110 42,048 46,904 51,930 BUG Rating B1-U0-G2 B1-U0-G2B2-U0-G3B2-U0-G4B3-U0-G4B3-U0-G4 B3-U0-G5 B3-U0-G5B3-U0-G5B3-U0-G5 T4FT Lumens 5,405 10,562 15,760 20,824 25,801 30,875 36,514 41,372 46,150 51,096 BUG Rating B1-U0-G2 B2-U0-G2B2-U0-G3B3-U0-G4B3-U0-G4B3-U0-G5 B3-U0-G5 B3-U0-G5B3-U0-G5B3-U0-G5 T4W Lumens 5,335 10,426 15,556 20,555 25,468 30,476 36,042 40,838 45,554 50,436 BUG Rating B1-U0-G2 B2-U0-G2B2-U0-G3B3-U0-G4B3-U0-G4B3-U0-G5 B3-U0-G5 B4-U0-G5B4-U0-G5B4-U0-G5 SL2 Lumens 5,263 10,285 15,347 20,278 25,124 30,066 35,556 40,288 44,940 49,756 BUG Rating B1-U0-G2 B2-U0-G2B2-U0-G3B3-U0-G3B3-U0-G4B3-U0-G4 B3-U0-G5 B3-U0-G5B4-U0-G5B4-U0-G5 SL3 Lumens 5,373 10,500 15,667 20,701 25,649 30,693 36,298 41,128 45,878 50,794 BUG Rating B1-U0-G2 B2-U0-G3B2-U0-G3B3-U0-G4B3-U0-G4B3-U0-G4 B3-U0-G5 B3-U0-G5B3-U0-G5B3-U0-G5 SL4 Lumens 5,105 9,976 14,886 19,669 24,370 29,163 34,488 39,078 43,591 48,262 BUG Rating B1-U0-G2 B1-U0-G3B1-U0-G3B2-U0-G4B2-U0-G4B2-U0-G5 B3-U0-G5 B3-U0-G5B3-U0-G5B3-U0-G5 5NQ Lumens 5,542 10,830 16,160 21,352 26,455 31,658 37,439 42,421 47,320 52,392 BUG Rating B2-U0-G1 B3-U0-G1B3-U0-G2B4-U0-G2B4-U0-G2B5-U0-G2 B5-U0-G3 B5-U0-G3B5-U0-G3B5-U0-G4 5MQ Lumens 5,644 11,029 16,457 21,745 26,942 32,241 38,128 43,202 48,191 53,356 BUG Rating B3-U0-G1 B4-U0-G2B4-U0-G2B5-U0-G3B5-U0-G3B5-U0-G4 B5-U0-G4 B5-U0-G4B5-U0-G4B5-U0-G5 5WQ Lumens 5,659 11,059 16,501 21,803 27,014 32,327 38,230 43,317 48,320 53,498 BUG Rating B3-U0-G1 B4-U0-G2B4-U0-G2B5-U0-G3B5-U0-G4B5-U0-G4 B5-U0-G4 B5-U0-G5B5-U0-G5B5-U0-G5 SLL/SLR Lumens 4,722 9,227 13,767 18,191 22,539 26,971 31,897 36,141 40,315 44,635 BUG Rating B1-U0-G2 B1-U0-G3B2-U0-G3B2-U0-G3B3-U0-G4B3-U0-G4 B3-U0-G5 B3-U0-G5B3-U0-G5B3-U0-G5 RW Lumens 5,492 10,732 16,014 21,159 26,216 31,372 37,101 42,038 46,893 51,918 BUG Rating B2-U0-G1 B3-U0-G1B4-U0-G2B4-U0-G2B4-U0-G2B5-U0-G3 B5-U0-G3 B5-U0-G3B5-U0-G4B5-U0-G4 AFL Lumens 5,512 10,771 16,072 21,236 26,311 31,486 37,236 42,191 47,063 52,107 BUG Rating B1-U0-G1 B1-U0-G1B2-U0-G2B2-U0-G2B3-U0-G3B3-U0-G3 B3-U0-G3 B3-U0-G3B3-U0-G3B3-U0-G4 * Nominal data for 4000K CCT. NOMINAL POWER AND LUMENS (1A) Ambient Te mperature Lumen Multiplier 0°C 1.02 10°C 1.01 25°C 1.00 40°C 0.99 50°C 0.97 LUMEN MULTIPLIER Ambient Te mperature TM-21 Lumen Maintenance (60,000 Hours) Theoretical L70 (Hours) 25°C > 94%> 350,000 40°C > 93%> 250,000 50°C*> 90%> 170,000 * 50°C lumen maintenance data applies to 530mA and 700mA drive currents. LUMEN MAINTENANCE Specifications and dimensions subject to change without notice. Eaton 1121 Highway 74 South Peachtree City, GA 30269 P: 770-486-4800 www.eaton.com/lighting Number of Light Squares 12345678910 Drive Current 700mA 700mA 700mA 700mA 700mA 700mA 700mA 700mA 700mA 700mA Nominal Power (Watts)38 72 105 138 176 210 243 276 314 348 Input Current @ 120V (A) 0.32 0.59 0.86 1.14 1.45 1.72 2 2.28 2.58 2.86 Input Current @ 208V (A) 0.21 0.36 0.51 0.67 0.87 1.02 1.18 1.34 1.53 1.69 Input Current @ 240V (A) 0.19 0.32 0.45 0.59 0.77 0.90 1.04 1.18 1.35 1.49 Input Current @ 277V (A) 0.20 0.29 0.40 0.51 0.69 0.80 0.91 1.02 1.20 1.31 Optics T2 Lumens 3,854 7,531 11,237 14,847 18,395 22,013 26,033 29,497 32,904 36,430 BUG Rating B1-U0-G1B1-U0-G2B2-U0-G2B2-U0-G2 B3-U0-G3B3-U0-G3B3-U0-G4B3-U0-G4B3-U0-G4B3-U0-G4 T2R Lumens 4,091 7,995 11,929 15,762 19,529 23,370 27,638 31,316 34,932 38,676 BUG Rating B1-U0-G1B1-U0-G2B2-U0-G2B2-U0-G2 B3-U0-G3B3-U0-G3B3-U0-G3B3-U0-G4B3-U0-G4B3-U0-G4 T3 Lumens 3,928 7,676 11,453 15,133 18,750 22,437 26,534 30,065 33,537 37,132 BUG Rating B1-U0-G1B1-U0-G2B2-U0-G2B2-U0-G3 B3-U0-G3B3-U0-G4B3-U0-G4B3-U0-G4B3-U0-G4B3-U0-G5 T3R Lumens 4,015 7,846 11,707 15,469 19,166 22,936 27,124 30,733 34,283 37,957 BUG Rating B1-U0-G1B1-U0-G2B2-U0-G2B2-U0-G3 B2-U0-G3B3-U0-G4B3-U0-G4B3-U0-G4B3-U0-G5B3-U0-G5 T4FT Lumens 3,951 7,720 11,519 15,221 18,858 22,567 26,688 30,240 33,732 37,347 BUG Rating B1-U0-G1B1-U0-G2B2-U0-G2B2-U0-G3 B2-U0-G4B3-U0-G4B3-U0-G4B3-U0-G5B3-U0-G5B3-U0-G5 T4W Lumens 3,900 7,620 11,370 15,024 18,615 22,276 26,343 29,849 33,296 36,864 BUG Rating B1-U0-G1B1-U0-G2B2-U0-G2B2-U0-G3 B3-U0-G4B3-U0-G4B3-U0-G4B3-U0-G5B3-U0-G5B3-U0-G5 SL2 Lumens 3,847 7,518 11,217 14,821 18,364 21,975 25,988 29,447 32,847 36,368 BUG Rating B1-U0-G1B1-U0-G2B2-U0-G3B2-U0-G3 B3-U0-G3B3-U0-G4B3-U0-G4B3-U0-G4B3-U0-G4B3-U0-G5 SL3 Lumens 3,927 7,675 11,451 15,131 18,747 22,434 26,531 30,061 33,533 37,126 BUG Rating B1-U0-G1B1-U0-G2B2-U0-G3B2-U0-G3 B2-U0-G3B3-U0-G4B3-U0-G4B3-U0-G4B3-U0-G5B3-U0-G5 SL4 Lumens 3,731 7,292 10,880 14,376 17,812 21,315 25,208 28,562 31,861 35,275 BUG Rating B1-U0-G2B1-U0-G2B1-U0-G3B1-U0-G3 B2-U0-G4B2-U0-G4B2-U0-G4B2-U0-G5B2-U0-G5B3-U0-G5 5NQ Lumens 4,051 7,916 11,811 15,606 19,336 23,139 27,365 31,006 34,587 38,294 BUG Rating B2-U0-G1B3-U0-G1B3-U0-G1B3-U0-G2 B4-U0-G2B4-U0-G2B4-U0-G2B5-U0-G2B5-U0-G3B5-U0-G3 5MQ Lumens 4,125 8,062 12,029 15,894 19,692 23,565 27,869 31,577 35,224 38,999 BUG Rating B2-U0-G1B3-U0-G2B4-U0-G2B4-U0-G2 B4-U0-G2B5-U0-G3B5-U0-G3B5-U0-G3B5-U0-G4B5-U0-G4 5WQ Lumens 4,136 8,083 12,061 15,936 19,745 23,628 27,943 31,661 35,318 39,103 BUG Rating B3-U0-G1B3-U0-G2B4-U0-G2B4-U0-G2 B5-U0-G3B5-U0-G3B5-U0-G4B5-U0-G4B5-U0-G4B5-U0-G4 SLL/SLR Lumens 3,451 6,744 10,063 13,296 16,474 19,714 23,314 26,416 29,467 32,625 BUG Rating B1-U0-G1B1-U0-G2B1-U0-G3B2-U0-G3 B2-U0-G3B2-U0-G4B3-U0-G4B3-U0-G4B3-U0-G5B3-U0-G5 RW Lumens 4,014 7,844 11,704 15,465 19,162 22,930 27,118 30,726 34,274 37,948 BUG Rating B2-U0-G1B3-U0-G1B3-U0-G2B4-U0-G2 B4-U0-G2B4-U0-G2B4-U0-G2B5-U0-G3B5-U0-G3B5-U0-G3 AFL Lumens 4,029 7,873 11,747 15,522 19,231 23,014 27,216 30,838 34,399 38,086 BUG Rating B1-U0-G1B1-U0-G1B2-U0-G2B2-U0-G2 B2-U0-G2B3-U0-G2B3-U0-G3B3-U0-G3B3-U0-G3B3-U0-G3 * Nominal data for 4000K CCT. NOMINAL POWER AND LUMENS (700MA) GLEON GALLEON LED TD500020EN 2016-01-29 10:56:52 Ambient Te mperature Lumen Multiplier 0°C 1.02 10°C 1.01 25°C 1.00 40°C 0.99 50°C 0.97 LUMEN MULTIPLIER Ambient Te mperature TM-21 Lumen Maintenance (60,000 Hours) Theoretical L70 (Hours) 25°C > 94%> 350,000 40°C > 93%> 250,000 50°C*> 90%> 170,000 * 50°C lumen maintenance data applies to 530mA and 700mA drive currents. LUMEN MAINTENANCE Specifications and dimensions subject to change without notice. Eaton 1121 Highway 74 South Peachtree City, GA 30269 P: 770-486-4800 www.eaton.com/lighting TD500020EN 2016-01-29 10:56:52 GLEON GALLEON LED Number of Light Squares 12345678910 Drive Current 530mA 530mA 530mA 530mA 530mA 530mA 530mA 530mA 530mA 530mA Nominal Power (Watts)30 54 80 105 130 159 184 209 234 259 Input Current @ 120V (A) 0.25 0.45 0.66 0.86 1.07 1.32 1.52 1.72 1.93 2.14 Input Current @ 208V (A) 0.17 0.28 0.39 0.51 0.63 0.78 0.9 1.02 1.14 1.26 Input Current @ 240V (A) 0.17 0.25 0.35 0.45 0.55 0.70 0.80 0.90 1.00 1.10 Input Current @ 277V (A) 0.19 0.24 0.32 0.40 0.49 0.64 0.72 0.80 0.89 0.98 Optics T2 Lumens 3,079 6,017 8,978 11,862 14,697 17,588 20,800 23,567 26,289 29,106 BUG Rating B1-U0-G1 B1-U0-G2B2-U0-G2B2-U0-G2B2-U0-G2B3-U0-G3 B3-U0-G3 B3-U0-G3B3-U0-G4B3-U0-G4 T2R Lumens 3,269 6,388 9,531 12,593 15,603 18,672 22,082 25,020 27,909 30,900 BUG Rating B1-U0-G1 B1-U0-G1B1-U0-G2B2-U0-G2B2-U0-G2B2-U0-G2 B3-U0-G3 B3-U0-G3B3-U0-G3B3-U0-G4 T3 Lumens 3,138 6,133 9,150 12,091 14,980 17,926 21,200 24,021 26,795 29,667 BUG Rating B1-U0-G1 B1-U0-G2B2-U0-G2B2-U0-G2B2-U0-G3B3-U0-G3 B3-U0-G3 B3-U0-G4B3-U0-G4B3-U0-G4 T3R Lumens 3,208 6,269 9,354 12,359 15,313 18,325 21,671 24,555 27,390 30,326 BUG Rating B1-U0-G1 B1-U0-G2 B1-U0-G2 B2-U0-G2 B2-U0-G3 B2-U0-G3 B2-U0-G4 B3-U0-G4 B3-U0-G4 B3-U0-G4 T4FT Lumens 3,156 6,168 9,203 12,161 15,067 18,030 21,323 24,160 26,950 29,839 BUG Rating B1-U0-G1 B1-U0-G2 B1-U0-G2 B2-U0-G2 B2-U0-G3 B2-U0-G3 B3-U0-G4 B3-U0-G4 B3-U0-G4 B3-U0-G5 T4W Lumens 3,116 6,088 9,084 12,004 14,872 17,797 21,047 23,848 26,602 29,453 BUG Rating B1-U0-G1 B1-U0-G2B2-U0-G2B2-U0-G2B2-U0-G3B3-U0-G3 B3-U0-G4 B3-U0-G4B3-U0-G4B3-U0-G5 SL2 Lumens 3,074 6,006 8,962 11,842 14,672 17,558 20,764 23,527 26,244 29,056 BUG Rating B1-U0-G1 B1-U0-G2B2-U0-G2B2-U0-G3B2-U0-G3B3-U0-G3 B3-U0-G3 B3-U0-G4B3-U0-G4B3-U0-G4 SL3 Lumens 3,138 6,132 9,149 12,089 14,978 17,924 21,197 24,018 26,791 29,662 BUG Rating B1-U0-G1 B1-U0-G2B1-U0-G2B2-U0-G3B2-U0-G3B2-U0-G3 B3-U0-G4 B3-U0-G4B3-U0-G4B3-U0-G4 SL4 Lumens 2,981 5,826 8,693 11,486 14,231 17,030 20,140 22,820 25,456 28,184 BUG Rating B0-U0-G1 B1-U0-G2B1-U0-G3B1-U0-G3B1-U0-G3B2-U0-G3 B2-U0-G4 B2-U0-G4B2-U0-G4B2-U0-G5 5NQ Lumens 3,236 6,324 9,437 12,469 15,449 18,487 21,863 24,773 27,634 30,595 BUG Rating B1-U0-G0 B2-U0-G1B3-U0-G1B3-U0-G2B3-U0-G2B4-U0-G2 B4-U0-G2 B4-U0-G2B4-U0-G2B5-U0-G2 5MQ Lumens 3,296 6,441 9,610 12,698 15,733 18,828 22,266 25,229 28,142 31,158 BUG Rating B2-U0-G1 B3-U0-G1B3-U0-G2B4-U0-G2B4-U0-G2B4-U0-G2 B5-U0-G3 B5-U0-G3B5-U0-G3B5-U0-G3 5WQ Lumens 3,305 6,458 9,636 12,732 15,775 18,878 22,325 25,296 28,217 31,241 BUG Rating B2-U0-G1 B3-U0-G2B4-U0-G2B4-U0-G2B4-U0-G2B5-U0-G3 B5-U0-G3 B5-U0-G3B5-U0-G4B5-U0-G4 SLL/SLR Lumens 2,757 5,388 8,040 10,623 13,162 15,751 18,627 21,105 23,543 26,066 BUG Rating B1-U0-G1 B1-U0-G2B1-U0-G2B1-U0-G3B2-U0-G3B2-U0-G3 B2-U0-G3 B2-U0-G4B3-U0-G4B3-U0-G4 RW Lumens 3,207 6,267 9,351 12,356 15,309 18,320 21,666 24,549 27,384 30,319 BUG Rating B2-U0-G1 B3-U0-G1B3-U0-G1B3-U0-G2B4-U0-G2B4-U0-G2 B4-U0-G2 B4-U0-G2B4-U0-G2B5-U0-G3 AFL Lumens 3,219 6,290 9,385 12,401 15,365 18,387 21,745 24,638 27,484 30,429 BUG Rating B1-U0-G1 B1-U0-G1B1-U0-G1B2-U0-G2B2-U0-G2B2-U0-G2 B2-U0-G2 B3-U0-G2B3-U0-G3B3-U0-G3 * Nominal data for 4000K CCT. NOMINAL POWER AND LUMENS (530MA) Ambient Te mperature Lumen Multiplier 0°C 1.02 10°C 1.01 25°C 1.00 40°C 0.99 50°C 0.97 LUMEN MULTIPLIER Ambient Te mperature TM-21 Lumen Maintenance (60,000 Hours) Theoretical L70 (Hours) 25°C > 94%> 350,000 40°C > 93%> 250,000 50°C*> 90%> 170,000 * 50°C lumen maintenance data applies to 530mA and 700mA drive currents. LUMEN MAINTENANCE Specifications and dimensions subject to change without notice. Eaton 1121 Highway 74 South Peachtree City, GA 30269 P: 770-486-4800 www.eaton.com/lighting TD500020EN 2016-01-29 10:56:52 Sample Number: GLEON-AE-04-LED-E1-T 3-GM-700 Product Family 1, 2 Light Engine Number of Light Squares 3 Lamp Type Vo ltageDistribution Color Mounting GLEON=Galleon AE= 1A Drive Current 01= 1 02=2 03=3 04=4 05=5 06=6 07=7 4 08=8 4 09=9 5 10=10 5 LED= Solid State Light Emitting Diodes E1=(120-277V) 347=347V 6 480=480V 6, 7 T2=Type II T2R=Type II Roadway T3=Type III T3R=Type III Roadway T4 FT=Type IV Forward Throw T4 W=Type IV Wide 5NQ=Type V Narrow 5MQ=Type V Square Medium 5WQ=Type V Square Wide SL2=Type II w/Spill Control SL3=Type III w/Spill Control SL4=Type IV w/Spill Control SLL=90° Spill Light Eliminator Left SLR=90° Spill Light Eliminator Right RW=Rectangular Wide Ty pe I AFL=Automotive Frontline AP=Grey BZ=Bronze BK=Black DP= Dark Platinum GM= Graphite Metallic WH=White [Blank]= Arm for Round or Square Pole EA= Extended Arm 8 MA= Mast Arm Adapter 9 WM= Wall Mount QM= Quick Mount Arm (Standard Length) 10 QMEA= Quick Mount Arm (Extended Length) 11 Options (Add as Suffi x)Accessories (Order Separately) 2L=Two Circuits 12, 13 7030=70 CRI / 3000K 14 8030=80 CRI / 3000K 15 7050=70 CRI / 5000K 15 7060=70 CRI / 6000K 14 530= Drive Current Factory Set to 530mA 16 700= Drive Current Factory Set to 700mA 16 P=Button Ty pe Photocontrol (120, 208, 240 or 277V) PER7= NEMA 7-PIN Tw istlock Photocontrol Receptacle R= NEMA Tw istlock Photocontrol Receptacle HA=50°C High Ambient 13, 17 MS/DIM-L08= Motion Sensor for Dimming Operation, Maximum 8' Mounting Height 18, 19, 20, 21, 22 MS/DIM-L20= Motion Sensor for Dimming Operation, 9' - 20' Mounting Height 18, 19, 20, 21, 22 MS/DIM-L40= Motion Sensor for Dimming Operation, 21' - 40' Mounting Height 18, 19, 20, 21 MS/DIM-L40W= Motion Sensor for Dimming Operation, 21' - 40' Mounting Height (Wide Range) 18, 19, 20, 21, 25 MS/X-L08= Bi-Level Motion Sensor, Maximum 8' Mounting Height 18, 19, 20, 21, 22, 26 MS/X-L20= Bi-Level Motion Sensor, 9' - 20' Mounting Height 18, 19, 20, 21, 23, 26 MS/X-L40= Bi-Level Motion Sensor, 21' - 40' Mounting Height 18, 19, 20, 21, 24, 26 MS/X-L40W= Bi-Level Motion Sensor, 21' - 40' Mounting Height (Wide Range) 18, 19, 20, 21, 25, 26 MS-L08= Motion Sensor for ON/OFF Operation, Maximum 8' Mounting Height 18, 19, 20, 21, 22 MS-L20= Motion Sensor for ON/OFF Operation, 9' - 20' Mounting Height 18, 19, 20, 21, 23 MS-L40=Motion Sensor for ON/OFF Operation, 21' - 40' Mounting Height 18, 19, 20, 21, 24 MS-L40W= Motion Sensor for ON/OFF Operation, 21' - 40' Mounting Height (Wide Range) 18, 19, 20, 25 DIMRF-LW= LumaWatt Wireless Sensor, Wide Lens for 8' - 16' Mounting Height 27 DIMRF-LN= LumaWatt Wireless Sensor, Narrow Lens for 16' - 40' Mounting Height 27 L90 =Optics Rotated 90° Left R90=Optics Rotated 90° Right MT=Factory Installed Mesh To p TH=Tool-less Door Hardware LCF=Light Square Tr im Plate Painted to Match Housing 28 HSS=Factory Installed House Side Shield 29 CE=CE Marking 30 OA/RA1016=NEMA Photocontrol Multi-Ta p - 105-285V OA/RA1027=NEMA Photocontrol - 480V OA/RA1201=NEMA Photocontrol - 347V OA/RA1013=Photocontrol Shorting Cap OA/RA1014 =120V Photocontrol MA1252=10kV Surge Module Replacement MA1036-XX=Single Te non Adapter for 2-3/8" O.D. Tenon MA1037-XX=2 @ 180° Te non Adapter for 2-3/8" O.D. Te non MA1197-XX=3 @ 12 0° Te non Adapter for 2-3/8" O.D. Te non MA1188-XX=4 @ 90° Te non Adapter for 2-3/8" O.D. Te non MA1189-XX=2 @ 90° Te non Adapter for 2-3/8" O.D. Tenon MA1190-XX=3 @ 90° Tenon Adapter for 2-3/8" O.D. Te non MA1191-XX=2 @ 120° Te non Adapter for 2-3/8" O.D. Te non MA1038-X X=Single Te non Adapter for 3-1/2" O.D. Te non MA1039-X X=2 @ 18 0° Te non Adapter for 3-1/2" O.D. Te non MA1192-XX=3 @ 120° Te non Adapter for 3-1/2" O.D. Tenon MA1193-X X=4 @ 90° Te non Adapter for 3-1/2" O.D. Te non MA1194-XX=2 @ 90° Te non Adapter for 3-1/2" O.D. Tenon MA1195-XX=3 @ 90° Te non Adapter for 3-1/2" O.D. Te non FSIR-100=Wireless Confi guration Tool for Occupancy Sensor 31 GLEON-MT1=Field Installed Mesh Top for 1-4 Light Squares GLEON-MT2=Field Installed Mesh Top for 5-6 Light Squares GLEON-MT3=Field Installed Mesh To p for 7-8 Light Squares GLEON-MT4 =Field Installed Mesh To p for 9-10 Light Squares GLEON-QM =Quick Mount Arm Kit 10 GLEON-QM-EA=Quick Mount Extended Length Arm Kit 11 LS/HSS=Field Installed House Side Shield 29, 32 NOTES: 1. Customer is responsible for engineering analysis to confi rm pole and fi xture compatibility for all applications. Refer to our white paper WP513001EN for additional support information. 2. DesignLights ConsortiumTM Qualifi ed. Refer to www.designlights.org Qualifi ed Products List under Family Models for details. 3. Standard 4000K CCT and minimum 70 CRI. 4. Not compatible with extended quick mount arm (QMEA). 5. Not compatible with standard quick mount arm (QM) or extended quick mount arm (QMEA). 6. Requires the use of a step down transformer when combined with MS/DIM, MS/X or DIMRF. 7. Only for use with 480V Wye systems. Per NEC, not for use with ungrounded systems, impedance grounded systems or corner grounded systems (commonly known as Three Phase Three Wire Delta, Three Phase High Leg Delta and Three Phase Corner Grounded Delta systems). 8. May be required when two or more luminaires are oriented on a 90° or 120° drilling pattern. Refer to arm mounting requirement table. 9. Factory installed. 10. Maximum 8 light squares. 11. Maximum 6 light squares. 12. 2L is not available with MS/X or MS/DIM at 347V or 480V. 2L in AE-02 through AE-04 requires a larger housing, normally used for AE-05 or AE-06. Extended arm option may be required when mounting two or more fi xtures per pole at 90° or 120°. Refer to arm mounting requirement table. 13. Not available with LumaWatt wireless sensors. 14. Extended lead times apply. Use dedicated IES fi les for 3000K and 6000K when performing layouts. These fi les are published on the Galleon luminaire product page on the website. 15. Extended lead times apply. For 8030, factor 7030 IES fi les x .92 (8% lumen loss). For 7050, use 7060 IES fi les. 16. 1 Amp standard. Use dedicated IES fi les for 530mA and 700mA when performing layouts. These fi les are published on the Galleon luminaire product page on the website. 17. 50°C lumen maintenance data applies to 530mA and 700mA drive currents. 18. Consult factory for more information. 19. Utilizes internal step-down transformer when 347V or 480V is selected. 20. The FSIR-100 accessory is required to adjust parameters including high and low modes, sensitivity, time delay, cutoff and more. Consult your lighting representative at Eaton for more information. 21. Not available with HA option. 22. Approximately 22' detection diameter at 8' mounting height. 23. Approximately 40' detection diameter at 20' mounting height. 24. Approximately 60' detection diameter at 40' mounting height. 25. Approximately 100' detection diameter at 40' mounting height. 26. Replace X with number of light squares operating in low output mode. 27. LumaWatt wireless sensors are factory installed only requiring network components RF-EM-1, RF-GW-1 and RF-ROUT-1 in appropriate quantities. See www.eaton.com/lighting for LumaWatt application information. 28. Not available with house side shield (HSS). 29. Only for use with SL2, SL3, SL4 and AFL distributions. The Light Square trim plate is painted black when the HSS option is selected. 30. CE is not available with the DIMRF, MS, MS/X, MS/DIM, P, R or PER7 options. Available in 120-277V only. 31. This tool enables adjustment of parameters including high and low modes, sensitivity, time delay, cutoff and more. Consult your lighting representative at Eaton for more information. 32. One required for each Light Square. ORDERING INFORMATION GLEON GALLEON LED Fixture Type: Catalog Number: Project: Location: WAC Lighting retains the right to modify the design of our products at any time as part of the company's continuous improvement program. modernforms.com Phone (800) 526.2588 Fax (800) 526.2585 Headquarters/Eastern Distribution Center 44 Harbor Park Drive Port Washington, NY 11050 Central Distribution Center 1600 Distribution Ct Lithia Springs, GA 30122 Western Distribution Center 1750 Archibald Avenue Ontario, CA 91760 FEATURES • ETL & cETL wet location listed, IP65 rated • Dark Sky Friendly • Mouth blown hammered clear glass • Full range dimming when used with compatible dimmers • No transformer or driver required • 277V option available for WS-W28521 (special order) • 80,000 hour rated life • Color Temp: 3000K • CRI: 90 PRODUCT DESCRIPTION Heavy hardware exhibits craftsman details. Mouth blown hammered clear glass creates resplendent sparkles on the wall. SPECIFICATIONS Construction: Mouth blown hammered clear glass. Light Source: High output LED. Finish: Graphite (GH), Oil Rubbed Bronze (ORB). Standards: ETL & cETL damp location listed. IP65 rated. Dark Sky friendly. BALTHUS – model: WS-W285 LED Interior & Exterior Sconce ORDER NUMBER Model Height Wattage Voltage LED Lumens Delivered Lumens Finish WS-W28514 WS-W28516 WS-W28521* 14" 16" 21" 10W 10W 10W 120V 478 481 475 455 465 470 GH ORB Graphite Oil Rubbed Bronze Example: WS-W28514-ORB *For 277V special order, add an “F” before the finish: WS-W28521F-ORB 7"82" 16" WS-W28516 6"7a" 14" WS-W28514 9"10w" 21" WS-W28521 Version 1.0, 10/10/2014 Property Identification and Platting: 612-348-3271 City Approval Form for Tax Parcel Divisions and Combinations Hennepin County Policy When Hennepin County receives a request for tax parcel division or combination, our policy is to require notification from the city in which the parcels are located. Please complete the following information and return via email (preferred) or mail. Information needed: City of: St. Louis Park Contact Person: Phone #: Approves Hennepin County Property Map Meadowbrook 003 Date: 5/26/2016 Comments: 1 inch = 400 feet PARCEL ID: 2011721130004 OWNER NAME: Meadowbrook Manor Apts Llc PARCEL ADDRESS: 6800 Meadowbrook Blvd, St. Louis Park MN 55426 PROPERTY TYPE: Apartment HOMESTEAD: Non-Homestead PARCEL AREA: 6.64 acres, 289,058 sq ft A-T-B: Torrens MARKET VALUE: $7,285,000 TAX TOTAL: $132,177.66 SALE PRICE: SALE DATA: SALE CODE: This data (i) is furnished 'AS IS' with no representation as to completeness or accuracy; (ii) is furnished with no warranty of any kind; and (iii) is notsuitable for legal, engineering or surveying purposes. Hennepin County shall not be liable for any damage, injury or loss resulting from this data. COPYRIGHT © HENNEPIN COUNTY 2016 Hennepin County Property Map Meadowbrook 004 Date: 5/26/2016 Comments: 1 inch = 400 feet PARCEL ID: 2011721130005 OWNER NAME: Meadowbrook Manor Apts Llc PARCEL ADDRESS: 7000 Excelsior Blvd, St. Louis Park MN 55426 PROPERTY TYPE: Apartment HOMESTEAD: Non-Homestead PARCEL AREA: 10.58 acres, 460,767 sq ft A-T-B: Torrens MARKET VALUE: $8,140,000 TAX TOTAL: $147,689.90 SALE PRICE: SALE DATA: SALE CODE: This data (i) is furnished 'AS IS' with no representation as to completeness or accuracy; (ii) is furnished with no warranty of any kind; and (iii) is notsuitable for legal, engineering or surveying purposes. Hennepin County shall not be liable for any damage, injury or loss resulting from this data. COPYRIGHT © HENNEPIN COUNTY 2016 Planning Commission Meeting Date: July 20, 2016 Agenda Item #3D 3D. Zoning Ordinance Amendment Pertaining to Fences, Sheds, and Signs Case No.: 16-28-ZA Recommended Action: Chair to close public hearing. Motion to recommend approval of the Zoning Ordinance Amendment pertaining to fences, sheds and signs as recommended by staff. REQUEST: Staff is requesting an amendment to the Zoning Ordinance that proposes to: 1. Establish and clarify materials that can be used to construct a fence. 2. Update the maximum size accessory building that can be constructed without a building permit. 3. Increase the size maximum allowed for signs in the R-4 Multiple-Family Residence district. 4. Decrease the minimum setback required for signs at schools, community centers, libraries, religious institutions, and other similar uses. BACKGROUND: Staff is requesting the amendments for various reasons, and each amendment is discussed below. Fences: From time-to-time, staff receives a call expressing concern over the type of material a neighbor used to build their fence. Staff has been taking note of the concerns, and drafted the proposed amendment to address the concerns. Staff believes the amendment provides a balance between a variety of acceptable materials, aesthetics, and safety. In summary, the ordinance allows fences to be constructed of wood, metal, bricks, masonry, rigid plastic or other materials designed for permanent outdoor fencing. It also states that wood fences must be constructed of cedar, redwood, or other naturally or pressure treated decay resistant wood. The intent is to avoid using wood that is not designed to withstand the effects of weather. The ordinance prohibits fences from being constructed of hazardous materials such as razor or barbed wire. It prohibits electrical fences, and materials that are not intended for outdoor use. Chain link or metal wire fencing is limited to 11-gauge in diameter or greater. Exceptions to the materials are listed in certain circumstances. For example, snow fences are permitted between November 1 and April 15 by certain uses, such as public buildings, schools, golf courses, etc. Chicken wire is allowed when used to enclose a garden. Agenda Item No 3D – Zoning Ordinance Amendment pertaining to fences, signs and acc. Buildings. Page 2 Meeting Date: July 20, 2016 Accessory Buildings: There are two changes proposed that effect accessory buildings. 1. The minimum setback allowed for accessory buildings is two feet, measured from side and rear property lines to the edge of the eave or similar overhang. There is an old provision in the code that contradicts this setback. The encroachment section of the code allows the eave of an accessory building to be located 16 inches from the property line. Staff is recommending this provision be removed. 2. In 2015, the state increased the minimum size of accessory building to be constructed without a building permit from 120 to 200 square feet. As a result of this change, the city needs to increase the maximum size that an accessory building needs a zoning permit from 120 to 200 square feet. The zoning permit is a permit submitted to construct a shed or similar building. It gives the city the opportunity to review buildings that are too small to trigger a building permit in order to ensure that they meet the required setbacks and other zoning regulations. Signs: The proposed changes to the sign ordinance include: 1. Creating two categories for signs in the R-4 district. The first category establishes criteria for properties less than 30,000 square feet in area, the second category establishes criteria for properties greater than 30,000 square feet in area. 2. Increasing the amount of signage allowed for properties in the R-C High-Density Multiple- Family Residence district from 40 to 60 square feet for properties less than 30,000 square feet, and from 80 to 100 square feet for properties greater than 30,000 square feet. 3. Decreasing the minimum required setback for signs located at schools, religious institutions and similar uses from 25 to 10 feet. RECOMMENDATION: Staff recommends the Commission close the public hearing, and recommend the City Council approve the attached ordinance. Attachments: Draft Ordinance Prepared by: Gary Morrison, Assistant Zoning Administrator Reviewed by: Sean Walther, Planning and Zoning Supervisor Agenda Item No 3D – Zoning Ordinance Amendment pertaining to fences, signs and acc. Buildings. Page 3 Meeting Date: July 20, 2016 DRAFT – ZONING AMENDMENT (6/8/16) Sec. 36-73. Yard encroachments. (a) Any yard. The following shall not be encroachments on yard requirements provided all structures are located entirely upon the private property of the party requiring or requesting the construction of the structure, the encroachment is within height limitations of this Code, no permanent structure is placed in an easement without first obtaining approval of an encroachment agreement and ornamental structures are constructed so the finished side is facing towards the neighboring properties, exposing the structural side to the party requiring or requesting the structure: *** (10) Fences and retaining walls subject to the requirements of section 36-74 and provided the retaining walls are necessary to correct grade differences and height is minimized via terracing where feasible. Where a fence is attached to a retaining wall structure, the retaining wall shall be included in the fence height measurement. *** (c) Accessory buildings rear or side yard. The following shall not be encroachments on rear and side yard requirements for accessory buildings: cornices, eaves and gutters; provided they do not extend more than eight inches into a required yard; and provided such encroachment is no closer than 16 inches from all lot lines. Building overhangs shall also comply with the state building code. *** Sec. 36-74. Fences. (a) General provisions. (1) Permit required. A permit shall be required prior to the installation of any fence. (2) Submission requirements. The following information shall be submitted prior to a fence permit being issued: a. Application form and fee. b. Site plan indicating location of fence. c. Fence design indicating height and style of fence. (b) Fence location. (1) All fences shall be located entirely upon the private property of the party requiring or requesting the construction of the fence. It shall be the responsibility of the party installing the fence to ensure that it is constructed on private property. Agenda Item No 3D – Zoning Ordinance Amendment pertaining to fences, signs and acc. Buildings. Page 4 Meeting Date: July 20, 2016 (2) No fence shall be constructed or permitted on any public property, right-of-way or easement without the express authorization from the public agency having jurisdiction over the property or right-of-way. (c) Fence design. (1) Permitted materials. Fences must be constructed of wood, metal, bricks, masonry, rigid plastic or other materials designed for permanent outdoor fencing. Wood fences must be constructed of cedar, redwood, or other naturally or pressure treated decay resistant wood. (2) Prohibited materials. Fences must not be constructed from razor wire, plywood not manufactured for exterior use, or materials originally intended for other purposes. Above ground electric fence is not permitted. Barbed wire is permitted only on top of fences in nonresidential districts, a minimum of six feet above the natural grade. Chain link or metal wire fencing finer than 11-gauge in diameter is prohibited. (3) Exceptions. The following fences are exempt from the design requirements: a. Snow fences when used by institutional and public land uses exclusively for control of snow between November 1 and April 15. b. Chicken wire fencing when used to enclose a garden. (c) Prohibited fences. (1) Electrical fences. (2) Barbed wire fences, unless permitted by an exception. (3) Any fence, wall, hedge, or other visual obstruction of any kind which is not in compliance with section 36-76. (d) Height. The height shall be measured from the ground level to the top of the fence or wall section. In the case where a fence has variable heights or where the ground slopes, the height of the fence shall be the average height, but in no case shall the height of any one point exceed six inches above the maximum allowed by this section. Fence posts may exceed eight inches above the maximum allowed by this section. (1) A fence or wall shall not exceed six feet in height if it is located in any side or rear yard. (2) A fence, wall or hedge shall not exceed four feet in height if located in a front yard. (3) Where a fence is attached to a retaining wall structure, the retaining wall shall be included in the fence height measurement. (e) Exceptions. Agenda Item No 3D – Zoning Ordinance Amendment pertaining to fences, signs and acc. Buildings. Page 5 Meeting Date: July 20, 2016 (1) A fence or wall may be up to eight feet in height if placed in any side or rear yard which abuts Interstate 394, State Highway 100, State Highway 7, State Highway 169, or their adjacent frontage road. (2) A fence or wall may be up to eight feet in height if placed in any side or rear yard in an R district which abuts property in the C, O or I districts, or abuts a railroad right-of-way, school, church, or other public building. (3) A fence or wall may be up to eight feet in height if placed in any side or rear yard when it is required for screening. (4) A fence or wall in one front yard of any through lot may be at the height permitted in a rear yard if it complies with all of the provisions of section 36-76, is used as a rear yard, and the fenced yard used as the rear yard does not adjoin a yard used as a front yard. (5) Barbed wire may be used by certain industrial and public service users for health and safety purposes. However, the barbed wire cannot be used at a height lower than six feet six inches, and the overall height of the fence including the barbed wire cannot exceed eight feet. (f) Construction and maintenance. (1) Every fence shall be constructed so the finished side of the fence is facing towards the neighboring properties, exposing the structural side to the party requiring or requesting the fence. Alternating board fences which are finished on both sides shall be considered as complying with this section. (2) Both sides of the fence shall be maintained in a condition of good repair. (3) Any fence that is potentially dangerous to the public safety or health by reason of construction or sharp projections or protrusions shall be removed or repaired. (4) Any fence over six feet in height shall be constructed of a nonmetallic material and shall be 90 percent opaque, unless the fence is used for security purposes in the I districts. (5) Any fence or wall constructed over six feet in height shall be considered a structure, require a building permit, and meet all uniform building code requirements for a structure. *** Sec. 36-162. Restrictions and performance standards. *** (d) Accessory structures. Accessory structures shall comply with the following regulations: *** Agenda Item No 3D – Zoning Ordinance Amendment pertaining to fences, signs and acc. Buildings. Page 6 Meeting Date: July 20, 2016 (7) Permit required. All accessory buildings (including accessory storage buildings 120 200 square feet or less in area) shall obtain a zoning or building permit prior to installation and must be anchored in a manner approved by the city. *** Sec. 36-362. Sign regulations. *** (f) General provisions. Subject to the following regulations, signs are a permitted accessory use in all use districts: *** (2) Required yards. Sign shall maintain a 10 foot minimum yard to property line unless exempted below: a. In the C-1, C-2, BP, and M-X districts the required yard for any sign less than 200 square feet in sign area shall be 5 feet. (Ord. No. 2449-13, 11-15-2013) b. In the C-1, C-2 and M-X districts, a blade sign may project into the required front yard if the sign meets the following requirements: 1. The sign is attached to a wall in such a manner that meets the building code; and 2. The lowest portion of the sign is no closer than 8 feet to the ground; and 3. The sign shall not extend higher than the lowest portion of a window of a residential unit located on the second story of a mixed use building. 4. No portion of the sign shall extend more than 5 feet into the required yard, and in no instances shall the sign project into the public right-of-way. 5. The portion of any sign face extending into the required yard does not exceed 40 square feet. *** Agenda Item No 3D – Zoning Ordinance Amendment pertaining to fences, signs and acc. Buildings. Page 7 Meeting Date: July 20, 2016 TABLE 36-362A SIGN AREA AND HEIGHT Use District &Lot Size (sq ft) Maximu m Sign Height (feet) PERMANENT SIGNAGE TEMPORAR Y SIGNAGE REAL ESTATE SIGNAGE Maximu m Total Area (sq ft) Maximu m Size of Sign Face (sq ft) Maximum Total Area (sq ft) Maximum Total Area (sq ft) R-1 6 2 2 6 6 R-2 6 2 2 6 6 R-3 0 - 15,000 6 2 2 6 6 Over 15,000 6 25 25 25 60 R-4 R-4 0 – 30,000 610 40 40 25 80 Over 30,000 10 60 60 25 80 R-C 0 - 230,000 15 40 60 40 25 80 Over 230,000 15 8100 60 25 80 C-1 0 -10,000 25 100 75 80 80 10,000 - 20,000 25 150 100 80 80 Over 20,000 25 200 150 80 80 C-2 0 -10,000 25 100 75 80 80 10,000 - 20,000 25 200 100 80 80 20,000 - 50,000 25 250 150 80 80 50,000 - 200,000 25 300 150 80 80 Over 200,000 25 400 300 80 80 *** Agenda Item No 3D – Zoning Ordinance Amendment pertaining to fences, signs and acc. Buildings. Page 8 Meeting Date: July 20, 2016 (g) Adjustments to table 36-362A. Signs which qualify for any adjustment permitted under this section shall conform to all other sections of this chapter. (1) In an R district, identification signs may be permitted for religious institutions, libraries, museums, art galleries, schools, golf courses, country clubs, community centers, colleges, universities, hospitals and sanitariums in excess of the size allowed in table 36- 362A based on the following criteria: a. Size. The sign shall be proportional to the size of the facility, need for signage, street frontage, location, visibility, and development in the area. The maximum sign size shall not exceed 20 square feet per sign face on a local street, 40 square feet per sign face on a minor collector street, and 60 square feet per sign face on any other street frontage. b. Height. No freestanding sign shall exceed 15 feet high. c. Lighting. Signs shall be lighted only by backlighting, internal lighting or indirect lighting. d. Design. The materials and design of signs shall be integrated with the site and buildings on the site by using compatible materials and consistent design features. If freestanding, the sign shall be placed in a landscaped bed equal in area to twice the size of the combined sign faces. e. Location. A freestanding sign shall not be less than 25 feet from any property line. fe. Sign purpose. The principal purpose of any sign permitted under this section shall be to identify the public or institutional use made of the property. Planning Commission Meeting Date: July 20, 2016 Agenda Item #3E 3E. Temporary Health Care Dwellings – Zoning Ordinance Amendment Case No.: 16-27-ZA Recommended Action: Chair to close public hearing. Motion to recommend approval of the Zoning Ordinance Amendment pertaining to Temporary Health Care Dwellings as recommended by staff. REQUEST: Staff is requesting an amendment to the Zoning Ordinance to opt-out of Minnesota Statutes Section 462.3593 which defines and regulates Temporary Family Health Care Dwellings. BACKGROUND: On May 12, 2016, Governor Dayton signed into law the creation and regulation of temporary family health care dwellings. The law defines Temporary Health Care Dwellings, and establishes regulations for them, and requires municipalities to permit them in accordance to the regulations established by the statute. ANALYSIS: The following is a brief summary of the law: 1. The dwelling is permitted for six months, with an option to extend the permit for another six months. 2. Requires written certification that the mentally or physically impaired person requires assistance with two or more instrumental activities of daily living. 3. Allows only one person to reside in the temporary dwelling at a time. 4. Requires that the permit be for a property where the “caregiver” or relative resides. 5. Allows modular or manufactured housing, and recreational vehicles to use this permit. 6. Lists criteria for the structure, including, construction, utility connections, and site location. 7. The municipality has 15 days to either approve or deny a permit. 8. The statute becomes effective September 1, 2016. 9. A municipality may, by ordinance, opt-out of the requirements of the statute. The statute allows a city to opt-out of the statute regulations if it adopts an ordinance declaring its decision to opt-out. After consulting with the city attorney, staff is recommending the city opt-out of the regulations for various reason including: 1. The use should not be permitted without discussion as to whether or not the use is appropriate for this community. 2. The city currently does not allow temporary dwellings. It should prevent any temporary dwellings from being installed without further review and study of the issue in St. Louis Park. Care needs to be taken that a temporary dwelling doesn’t conflict with current zoning code provisions, or create unforeseen issues. Agenda Item No 3E –Temporary Health Care Dwellings–Zoning Ordinance Amendment Page 2 Meeting Date: July 20, 2016 3. The statute does not require that the person living in the temporary dwelling be a relative of the person living in the principal dwelling. Therefore, a resident can essentially run a caregiver business by providing a temporary dwelling unit to anyone needing temporary, supervised living. This is in conflict with current home occupation requirements. 4. The statute allows an RV to be used as the temporary dwelling. No anchoring is required for the RV type dwellings to prevent tipping in high winds. 5. Power is provided by an extension cord connected to the principal dwelling. Water is provided by a garden hose connected to the house. Sewer is handled in tanks requiring occasional pumping by sewage truck. RECOMMENDATION: Staff recommends approval of the attached ordinance, amending the Zoning Ordinance opting-out of Minnesota Statutes Section 462.3593 Temporary Family Health Care Dwellings. Attachments: Draft Ordinance Minnesota Statute 462.3593 League of Minnesota Cities (LMC) Frequently Asked Questions Handout Prepared by: Gary Morrison, Assistant Zoning Administrator Reviewed by: Sean Walther, Planning and Zoning Supervisor Agenda Item No 3E –Temporary Health Care Dwellings–Zoning Ordinance Amendment Page 3 Meeting Date: July 20, 2016 ORDINANCE NO. _____ CITY OF ST. LOUIS PARK HENNEPIN COUNTY, MINNESOTA AN ORDINANCE AMENDING CHAPTER 36 OF THE ST. LOUIS PARK CITY CODE OPTING OUT OF TEMPORARY FAMILY HEALTH CARE DWELLING REQUIREMENTS WHEREAS, on May 12, 2016, Governor Dayton signed into law the creation and regulation of temporary family health care dwellings, codified at Minn. Stat. § 462.3593, which permit and regulate temporary family health care dwellings; and, WHEREAS, subdivision 9 of Minn. Stat. §462.3593 allows cities to “opt out” of those regulations; NOW, THEREFORE, THE CITY OF ST. LOUIS PARK DOES ORDAIN: SECTION 1. St. Louis Park City Code Chapter 36 is amended to add the following section: Sec. 36-370. Opt-out of Minnesota Statutes Section 462.3593. Pursuant to authority granted by Minnesota Statutes, Section 462.3593, subdivision 9, the City opts-out of the requirements of Minn. Stat. §462.3593, which defines and regulates Temporary Family Health Care Dwellings. SECTION 2. This Ordinance shall be effective immediately upon its passage and publication. ADOPTED this ______ day of _______________, 2016, by the City Council of the City of St. Louis Park. CITY OF ST. LOUIS PARK ATTEST: By: Jake Spano, Mayor Tom Harmening, City Manager APPROVED AS TO FORM: City Attorney Agenda Item No 3E –Temporary Health Care Dwellings–Zoning Ordinance Amendment Page 4 Meeting Date: July 20, 2016 [462.3593] TEMPORARY FAMILY HEALTH CARE DWELLINGS. Subdivision 1. Definitions. (a) For purposes of this section, the following terms have the meanings given. (b) "Caregiver" means an individual 18 years of age or older who: (1) provides care for a mentally or physically impaired person; and (2) is a relative, legal guardian, or health care agent of the mentally or physically impaired person for whom the individual is caring. (c) "Instrumental activities of daily living" has the meaning given in section 256B.0659, subdivision 1, paragraph (i). (d) "Mentally or physically impaired person" means a person who is a resident of this state and who requires assistance with two or more instrumental activities of daily living as certified in writing by a physician, a physician assistant, or an advanced practice registered nurse licensed to practice in this state. (e) "Relative" means a spouse, parent, grandparent, child, grandchild, sibling, uncle, aunt, nephew, or niece of the mentally or physically impaired person. Relative includes half, step, and in-law relationships. (f) "Temporary family health care dwelling" means a mobile residential dwelling providing an environment facilitating a caregiver's provision of care for a mentally or physically impaired person that meets the requirements of subdivision 2. Subd. 2. Temporary family health care dwelling. A temporary family health care dwelling must: (1) be primarily assembled at a location other than its site of installation; (2) be no more than 300 gross square feet; (3) not be attached to a permanent foundation; (4) be universally designed and meet state-recognized accessibility standards; (5) provide access to water and electric utilities either by connecting to the utilities that are serving the principal dwelling on the lot or by other comparable means; (6) have exterior materials that are compatible in composition, appearance, and durability to the exterior materials used in standard residential construction; (7) have a minimum insulation rating of R-15; (8) be able to be installed, removed, and transported by a one-ton pickup truck as defined in section 168.002, subdivision 21b, a truck as defined in section 168.002, subdivision 37, or a truck tractor as defined in section 168.002, subdivision 38; (9) be built to either Minnesota Rules, chapter 1360 or 1361, and contain an Industrialized Buildings Commission seal and data plate or to American National Standards Institute Code 119.2; and (10) be equipped with a backflow check valve. Agenda Item No 3E –Temporary Health Care Dwellings–Zoning Ordinance Amendment Page 5 Meeting Date: July 20, 2016 Subd. 3. Temporary dwelling permit; application. (a) Unless the municipality has designated temporary family health care dwellings as permitted uses, a temporary family health care dwelling is subject to the provisions in this section. A temporary family health care dwelling that meets the requirements of this section cannot be prohibited by a local ordinance that regulates accessory uses or recreational vehicle parking or storage. (b) The caregiver or relative must apply for a temporary dwelling permit from the municipality. The permit application must be signed by the primary caregiver, the owner of the property on which the temporary family health care dwelling will be located, and the resident of the property if the property owner does not reside on the property, and include: (1) the name, address, and telephone number of the property owner, the resident of the property if different from the owner, and the primary caregiver responsible for the care of the mentally or physically impaired person; and the name of the mentally or physically impaired person who will live in the temporary family health care dwelling; (2) proof of the provider network from which the mentally or physically impaired person may receive respite care, primary care, or remote patient monitoring services; (3) a written certification that the mentally or physically impaired person requires assistance with two or more instrumental activities of daily living signed by a physician, a physician assistant, or an advanced practice registered nurse licensed to practice in this state; (4) an executed contract for septic service management or other proof of adequate septic service management; (5) an affidavit that the applicant has provided notice to adjacent property owners and residents of the application for the temporary dwelling permit; and (6) a general site map to show the location of the temporary family health care dwelling and other structures on the lot. (c) The temporary family health care dwelling must be located on property where the caregiver or relative resides. A temporary family health care dwelling must comply with all setback requirements that apply to the primary structure and with any maximum floor area ratio limitations that may apply to the primary structure. The temporary family health care dwelling must be located on the lot so that septic services and emergency vehicles can gain access to the temporary family health care dwelling in a safe and timely manner. (d) A temporary family health care dwelling is limited to one occupant who is a mentally or physically impaired person. The person must be identified in the application. Only one temporary family health care dwelling is allowed on a lot. (e) Unless otherwise provided, a temporary family health care dwelling installed under this section must comply with all applicable state law, local ordinances, and charter provisions. Subd. 4. Agenda Item No 3E –Temporary Health Care Dwellings–Zoning Ordinance Amendment Page 6 Meeting Date: July 20, 2016 Initial permit term; renewal. The initial temporary dwelling permit is valid for six months. The applicant may renew the permit once for an additional six months. Subd. 5. Inspection. The municipality may require that the permit holder provide evidence of compliance with this section as long as the temporary family health care dwelling remains on the property. The municipality may inspect the temporary family health care dwelling at reasonable times convenient to the caregiver to determine if the temporary family health care dwelling is occupied and meets the requirements of this section. Subd. 6. Revocation of permit. The municipality may revoke the temporary dwelling permit if the permit holder violates any requirement of this section. If the municipality revokes a permit, the permit holder has 60 days from the date of revocation to remove the temporary family health care dwelling. Subd. 7. Fee. Unless otherwise provided by ordinance, the municipality may charge a fee of up to $100 for the initial permit and up to $50 for a renewal of the permit. Subd. 8. No public hearing required; application of section 15.99. (a) Due to the time-sensitive nature of issuing a temporary dwelling permit for a temporary family health care dwelling, the municipality does not have to hold a public hearing on the application. (b) The procedures governing the time limit for deciding an application for the temporary dwelling permit under this section are governed by section 15.99, except as provided in this section. The municipality has 15 days to issue a permit requested under this section or to deny it, except that if the statutory or home rule charter city holds regular meetings only once per calendar month the statutory or home rule charter city has 30 days to issue a permit requested under this section or to deny it. If the municipality receives a written request that does not contain all required information, the applicable 15-day or 30-day limit starts over only if the municipality sends written notice within five business days of receipt of the request telling the requester what information is missing. The municipality cannot extend the period of time to decide. Subd. 9. Opt-out. A municipality may by ordinance opt-out of the requirements of this section. Sec. 4. EFFECTIVE DATE. This act is effective September 1, 2016, and applies to temporary dwelling permit applications made under this act on or after that date. Temporary Family Health Care Dwellings of 2016 Allowing Temporary Structures – What it means for Cities Introduction: On May 12, 2016, Governor Dayton signed, into law, a bill creating a new process for landowners to place mobile residential dwellings on their property to serve as a temporary family health care dwelling.1 Community desire to provide transitional housing for those with mental or physical impairments and the increased need for short term care for aging family members served as the catalysts behind the legislature taking on this initiative. The resulting legislation sets forth a short term care alternative for a “mentally or physically impaired person”, by allowing them to stay in a “temporary dwelling” on a relative’s or caregiver’s property.2 Where can I read the new law? Until the state statutes are revised to include bills passed this session, cities can find this new bill at 2016 Laws, Chapter 111. Does the law require cities to follow and implement the new temporary family health care dwelling law? Yes, unless a city opts out of the new law or currently allows temporary family health care dwellings as a permitted use. Considerations for cities regarding the opt-out? These new temporary dwellings address an emerging community need to provide more convenient temporary care. Cities may want to consider the below when analyzing whether or not to opt out: • The new law alters a city’s level of zoning authority for these types of structures. • While the city’s zoning ordinances for accessories or recreational vehicles do not apply, these structures still must comply with setback requirements. • A city’s zoning and other ordinances, other than its accessory use or recreational vehicle ordinances, still apply to these structures. Because conflicts may arise between the statute and a city’s local ordinances, cities should confer with their city attorneys to analyze their current ordinances in light of the new law. • Although not necessarily a legal issue for the city, it seems worth mentioning that the permit process does not have the individual with the physical or mental impairment or that 1 2016 Laws, Chapter 111. 2 Some cities asked if other states have adopted this type of law. The only states that have a somewhat similar statute at the time of publication of this FAQ are North Carolina and Virginia. It is worth noting that some states have adopted Accessory Dwelling Unit (ADU) statutes to allow granny flats, however, these ADU statutes differ from Minnesota’s Temporary Health Care Dwelling law. Temporary Family HealthCare Dwellings June 9, 2016 Page 2 individual’s power of attorney sign the permit application or a consent to release his or her data. • The application’s data requirements may result in the city possessing and maintaining nonpublic data governed by the Minnesota Government Data Practices Act. • The new law sets forth a permitting system for both cities and counties 3. Cities should consider whether there is an interplay between these two statutes. Do cities need to do anything to have the new law apply in their city? No, the law goes into effect September 1, 2016 and automatically applies to all cities that do not opt out or don’t already allow temporary family health care dwellings as a permitted use under their local ordinances. By September 1, 2016, however, cities will need to be prepared to accept applications, must have determined a permit fee amount 4 (if the city wants to have an amount different than the law’s default amount), and must be ready to process the permits in accordance with the short timeline required by the law. What if a city already allows a temporary family health care dwelling as a permitted use? If the city already has designated temporary family health care dwellings as a permitted use, then the law does not apply and the city follows its own ordinance. The city should consult its city attorney for any uncertainty about whether structures currently permitted under existing ordinances qualify as temporary family health care dwellings. What process should the city follow if it chooses to opt out of this statute? Cities that wish to opt out of this law must pass an ordinance to do so. The statute does not provide clear guidance on how to treat this opt-out ordinance. However, since the new law adds section 462.3593 to the land use planning act (Minn. Stat. ch. 462), arguably, it may represent the adoption or an amendment of a zoning ordinance, triggering the requirements of Minn. Stat. § 462.357, subd. 2-4, including a public hearing with 10-day published notice. Therefore, cities may want to err on the side of caution and treat the opt-out ordinance as a zoning provision.5 Does the League have a model ordinance for opting out of this program? Yes. Link to opt out ordinance here: Temporary Family Health Care Dwellings Ordinance Can cities partially opt out of the temporary family health care dwelling law? 3 See Minn. Stat. §394.307 4 Cities do have flexibility as to amounts of the permit fee. The law sets, as a default, a fee of $100 for the initial permit with a $50 renewal fee, but authorizes a city to provide otherwise by ordinance. 5 For smaller communities without zoning at all, those cities still need to adopt an opt-out ordinance. In those instances, it seems less likely that the opt-out ordinance would equate to zoning. Because of the ambiguity of the statute, cities should consult their city attorneys on how best to approach adoption of the opt-out ordinance for their communities. Temporary Family HealthCare Dwellings June 9, 2016 Page 3 Not likely. The opt-out language of the statute allows a city, by ordinance, to opt out of the requirements of the law but makes no reference to opting out of parts of the law. If a city wanted a program different from the one specified in statute, the most conservative approach would be to opt out of the statute, then adopt an ordinance structured in the manner best suited to the city. Since the law does not explicitly provide for a partial opt out, cites wanting to just partially opt out from the statute should consult their city attorney. Can a city adopt pieces of this program or change the requirements listed in the statute? Similar to the answer about partially opting out, the law does not specifically authorize a city to alter the statutory requirements or adopt only just pieces of the statute. Several cities have asked if they could add additional criteria, like regulating placement on driveways, specific lot size limits, or anchoring requirements. As mentioned above, if a city wants a program different from the one specified in the statute, the most conservative approach would involve opting out of the statute in its entirety and then adopting an ordinance structured in the manner best suited to the city. Again, a city should consult its city attorney when considering adopting an altered version of the state law. What is required in an application for a temporary family health care dwelling permit? The mandatory application requests very specific information including, but not limited to:6 • Name, address, and telephone number of the property owner, the resident of the property (if different than the owner), and the primary care giver; • Name of the mentally or physically impaired person; • Proof of care from a provider network, including respite care, primary care or remote monitoring; • Written certification signed by a Minnesota licensed physician, physician assistant or advanced practice registered nurse that the individual with the mental or physical impairment needs assistance performing two or more “instrumental activities of daily life;”7 • An executed contract for septic sewer management or other proof of adequate septic sewer management; • An affidavit that the applicant provided notice to adjacent property owners and residents; • A general site map showing the location of the temporary dwelling and the other structures on the lot; and • Compliance with setbacks and maximum floor area requirements of primary structure. 6 New Minn. Stat. § 462.3593, subd. 3 sets forth all the application criteria. 7 This is a term defined in law at Minn. Stat. § 256B.0659, subd. 1(i) as “activities to include meal planning and preparation; basic assistance with paying bills; shopping for food, clothing, and other essential items; performing household tasks integral to the personal care assistance services; communication by telephone and other media; and traveling, including to medical appointments and to participate in the community.” Temporary Family HealthCare Dwellings June 9, 2016 Page 4 The law requires all of the following to sign the application: the primary caregiver, the owner of the property (on which the temporary dwelling will be located) and the resident of the property (if not the same as the property owner). However, neither the physically disabled or mentally impaired individual nor his or her power of attorney signs the application. Who can host a temporary family health care dwelling? Placement of a temporary family health care dwelling can only be on the property where a “caregiver” or “relative” resides. The statute defines caregiver as “an individual, 18 years of age or older, who: (1) provides care for a mentally or physically impaired person; and (2) is a relative, legal guardian, or health care agent of the mentally or physically impaired person for whom the individual is caring.” The definition of “relative” includes “a spouse, parent, grandparent, child, grandchild, sibling, uncle, aunt, nephew or niece of the mentally or physically impaired person. Relative also includes half, step and in-law relationships.” Is this program just for the elderly? No. The legislature did not include an age requirement for the mentally or physically impaired dweller. 8 Who can live in a temporary family health care dwelling and for how long? The permit for a temporary health care dwelling must name the person eligible to reside in the unit. The law requires the person residing in the dwelling to qualify as “mentally or physically impaired,” defined as “a person who is a resident of this state and who requires assistance with two or more instrumental activities of daily living as certified by a physician, a physician assistant, or an advanced practice registered nurse, licenses to practice in this state.” The law specifically limits the time frame for these temporary dwellings permits to 6 months, with a one-time 6 month renewal option. Further, there can be only one dwelling per lot and only one dweller who resides within the temporary dwelling What structures qualify as temporary family health care dwellings under the new law? The specific structural requirements set forth in the law preclude using pop up campers on the driveway or the “granny flat” with its own foundation as a temporary structure. Qualifying temporary structures must: • Primarily be pre-assembled; • Cannot exceed 300 gross square feet; • Cannot attach to a permanent foundation; • Must be universally designed and meet state accessibility standards; 8 The law expressly exempts a temporary family health care dwelling from being considered “housing with services establishment”, which, in turn, results in the 55 or older age restriction set forth for “housing with services establishment” not applying. Temporary Family HealthCare Dwellings June 9, 2016 Page 5 • Must provide access to water and electrical utilities (by connecting to principal dwelling or by other comparable means 9); • Must have compatible standard residential construction exterior materials; • Must have minimum insulation of R-15; • Must be portable (as defined by statute); • Must comply with Minnesota Rules chapter 1360 (prefabricated buildings) or 1361 (industrialized/modular buildings), “and contain an Industrialized Buildings Commission seal and data plate or to American National Standards Institute Code 119.2”10; and • Must contain a backflow check valve.11 Does the State Building Code apply to the construction of a temporary family health care dwelling? Mostly, no. These structures must meet accessibility standards (which are in the State Building Code). The primary types of dwellings proposed fall within the classification of recreational vehicles, to which the State Building Code does not apply. Two other options exist, however, for these types of dwellings. If these structures represent a pre-fabricated home, the federal building code requirements for manufactured homes apply (as stated in Minnesota Rules, Chapter 1360). If these structures are modular homes, on the other hand, they must be constructed consistent with the State Building Code (as stated in Minnesota Rules, Chapter 1361). What health, safety and welfare requirements does this new law include? Aside from the construction requirements of the unit, the temporary family health care dwelling must be located in an area on the property where “septic services and emergency vehicles can gain access to the temporary family health care dwelling in a safe and timely manner.” What local ordinances and zoning apply to a temporary health care dwelling? The new law states that ordinances related to accessory uses and recreational vehicle storage and parking do not apply to these temporary family health care dwellings. However, unless otherwise provided, setbacks and other local ordinances, charter provisions, and applicable state laws still apply. Because conflicts may arise between the statute and one or more of the city’s other local ordinances, cities should confer with their city attorneys to analyze their current ordinances in light of the new law. What permit process should cities follow for these permits? The law creates a new type of expedited permit process. The permit approval process found in Minn. Stat. § 15.99 generally applies; however, the new law shortens the time frame for which the local governmental unit has to make a decision on granting the permit. Due to the time sensitive 9 The Legislature did not provide guidance on what represents “other comparable means”. 10 ANSI Code 119.2 has been superseded by NFPA 1192. For more information, the American National Standards Institute website is located at https://www.ansi.org/. 11 New Minn. Stat. § 462.3593, subd. 2 sets forth all the structure criteria. Temporary Family HealthCare Dwellings June 9, 2016 Page 6 nature of issuing a temporary dwelling permit, the city has only 15 days (rather than 60 days) (no extension is allowed) to either issue or deny a permit. The new law waives the public hearing requirement and allows the clock to restart if a city deems an application incomplete. If a city deems an application incomplete, the city must provide the applicant written notice, within five business days of receipt of the application, telling the requester what information is missing. For those councils that regularly meet only once a month, the law provides for a 30-day decision. Can cities collect fees for these permits? Cities have flexibility as to amounts of the permit fee. The law sets the fee at $100 for the initial permit with a $50 renewal fee, unless a city provides otherwise by ordinance Can cities inspect, enforce and ultimately revoke these permits? Yes, but only if the permit holder violates the requirements of the law. The statute allows for the city to require the permit holder to provide evidence of compliance and also authorizes the city to inspect the temporary dwelling at times convenient to the caregiver to determine compliance. The permit holder then has sixty (60) days from the date of revocation to remove the temporary family health care dwelling. The law does not address appeals of a revocation. How should cities handle data it acquires from these permits? The application data may result in the city possessing and maintaining nonpublic data governed by the Minnesota Government Data Practices Act. To minimize collection of protected heath data or other nonpublic data, the city could, for example, request that the required certification of need simply state “that the person who will reside in the temporary family health care dwelling needs assistance with two or more instrumental activities of daily living”, without including in that certification data or information about the specific reasons for the assistance, the types of assistance, the medical conditions or the treatment plans of the person with the mental illness or physical disability. Because of the complexities surrounding nonpublic data, cities should consult their city attorneys when drafting a permit application. Should the city consult its city attorney? Yes. As with any new law, to determine the potential impact on cities, the League recommends consulting with your city attorney. Where can cities get additional information or ask other questions. For more information, contact Staff Attorney Pamela Whitmore at pwhitmore@lmc.org or LMC General Counsel Tom Grundhoefer at tgrundho@lmc.org. If you prefer calling, you can reach Pamela at 651.281.1224 or Tom at 651.281.1266.