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Home My WebLink About01-06-21 Planning CommissionAPPROVAL OF THE AGENDA APPROVAL OF MINUTES December 9th, 2020 Planning Commission Regular Meeting 12 -09 -20 PC MINUTES.PDF PLANNING CASES Planning Case 20 -022 –2 Pine Tree North -Planned Unit Development, Conditional Use Permit, Site Plan And Zoning Code Amendment Request (Public Hearing Required) MEMO.PDF ATTACHMENT A.PDF ATTACHMENT B.PDF ATTACHMENT C.PDF ATTACHMENT D.PDF ATTACHMENT E.PDF ATTACHMENT F.PDF ATTACHMENT G.PDF ATTACHMENT H.PDF UNFINISHED AND NEW BUSINESS COMMENTS AND REPORTS Report From The City Council Planning Commission Comments ADJOURNMENT ADJOURN A quorum of the City Council may be present at this meeting. Chair: Nick Gehrig Commissioners: Steven Jones James Lambeth Subbaya Subramanian Paul Vijums Jonathan Wicklund Clayton Zimmerman Marcie Jefferys Kurt Weber Council Liaison: Fran Holmes Planning Commission January 6, 2021 6:30 p.m. City Hall Address: 1245 W Highway 96 Arden Hills MN 55112 Phone: 651 -792 -7800 Website : www.cityofardenhills.org City Vision Arden Hills is a strong community that values its unique environmental setting, strong residential neighborhoods, vital business community, well -maintained infrastructure, fiscal soundness, and our long -standing tradition as a desirable City in which to live, work, and play. This meeting can be accessed remotely by joining via Zoom T o join the Zoom Meeting via your computer, click this link (or copy and paste it into a new browser): https://us02web.zoom.us/j/82787957569 This meeting will be streamed live on local Cable Channel 16 and available for playback on our website Agenda CALL TO ORDER 1. 2. 2.A. Documents: 3. 3.A. Documents: 4. 5. 5.A. 5.B. 6. APPROVAL OF THE AGENDAAPPROVAL OF MINUTESDecember 9th, 2020 Planning Commission Regular Meeting12-09 -20 PC MINUTES.PDFPLANNING CASESPlanning Case 20 -022 –2 Pine Tree North -Planned Unit Development, Conditional Use Permit, Site Plan And Zoning Code Amendment Request (Public Hearing Required) MEMO.PDF ATTACHMENT A.PDF ATTACHMENT B.PDF ATTACHMENT C.PDF ATTACHMENT D.PDF ATTACHMENT E.PDF ATTACHMENT F.PDF ATTACHMENT G.PDF ATTACHMENT H.PDF UNFINISHED AND NEW BUSINESS COMMENTS AND REPORTS Report From The City Council Planning Commission Comments ADJOURNMENT ADJOURN A quorum of the City Council may be present at this meeting. Chair:Nick GehrigCommissioners:Steven JonesJames LambethSubbaya SubramanianPaul VijumsJonathan WicklundClayton Zimmerman Marcie JefferysKurt WeberCouncil Liaison:Fran Holmes Planning Commission January 6, 2021 6:30 p.m. City Hall Address:1245 W Highway 96 Arden Hills MN 55112 Phone:651 -792 -7800 Website : www.cityofardenhills.org City VisionArden Hills is a strong community that values its unique environmental setting, strong residential neighborhoods, vital business community, well -maintained infrastructure, fiscal soundness, and our long -standing tradition as a desirable City in which to live, work, and play. This meeting can be accessed remotely by joining via ZoomTo join the Zoom Meeting via your computer, click this link (or copy and paste it into a new browser): https://us02web.zoom.us/j/82787957569This meeting will be streamed live on local Cable Channel 16 and available for playback on our website AgendaCALL TO ORDER1.2.2.A.Documents:3.3.A. Documents: 4. 5. 5.A. 5.B. 6. Approved: January 6, 2021 CITY OF ARDEN HILLS, MINNESOTA PLANNING COMMISSION WEDNESDAY, DECEMBER 9, 2020 6:30 P.M. - ARDEN HILLS CITY HALL CALL TO ORDER/ROLL CALL Pursuant to due call and notice thereof, Chair Nick Gehrig called to order the regular Planning Commission meeting at 6:30 p.m. Due to the COVID-19 pandemic this meeting was held virtually. ROLL CALL Present were: Chair Nick Gehrig, Commissioners Marcie Jefferys, Steven Jones, James Lambeth, Subbaya Subramanian, Paul Vijums, Kurtis Weber (Alternate), and Jonathan Wicklund. Absent: Commissioner Clayton Zimmerman. Also present were: Community Development Manager/City Planner Mike Mrosla, Associate Planner Joe Hartmann, and Councilmember Steve Scott. APPROVAL OF AGENDA – DECEMBER 9, 2020 Chair Gehrig stated the agenda will stand as published. APPROVAL OF MINUTES October 7, 2020 – Planning Commission Regular Meeting Commissioner Lambeth moved, seconded by Commissioner Subramanian, to approve the October 7, 2020, Planning Commission Regular Meeting as presented. A roll call vote was taken. The motion carried 6-0-1 (Commissioner Jefferys abstained). PLANNING CASES A.Planning Case 20-021; 2 Pine Tree Drive; Conditional Use Permit Release Request – Public Hearing Community Development Manager/City Planner Mrosla stated in 2013 Bethel University acquired the Country Financial facility at 2 Pine Tree Drive. The property consisted of three (3) parcels that total approximately 43 acres. The subject property is located within the B-2 General ARDEN HILLS PLANNING COMMISSION – December 9, 2020 2 Business District, where higher educational uses are permitted by Conditional Use Permit. At its November 25, 2013 meeting, the City Council approved a CUP for Bethel University to use the existing facility as higher education. Community Development Manager/City Planner Mrosla reported Bethel University has recently received approvals to subdivide the existing property at 2 Pine Tree Drive into three (3) lots of record. One (1) lot of record is the existing building and parking lot, and two (2) new lots on the north side of the property. Lake Johanna Fire Department has purchased Lot 2 for a future fire station. The attorney for Lake Johanna Fire Department has requested to clear title. The effect of the releases are to free the new parcel from CUPs and easements that remain applicable only to the parcel Bethel is retaining. This same process will need to occur for Lot 1, Block 1 and will be completed during the approval process for New Perspective Senior Living Planning Case 20-022. Community Development Manager/City Planner Mrosla commented further on the request and recommended approval of the release to the Conditional Use Permit from Lot 2, Block 1 of 2 Pine Tree Drive North. Community Development Manager/City Planner Mrosla reviewed the options available to the Planning Commission on this matter: 1. Recommend Approval 2.Recommend Denial 3.Table Chair Gehrig opened the floor to Commissioner comments. Commissioner Lambeth asked if the Lake Johanna Fire Department has closed on this property. Community Development Manager/City Planner Mrosla reported the Lake Johanna Fire Department has closed on the property and this was a housekeeping matter. Commissioner Subramanian questioned if the future senior development has been taken into consideration by the fire department. Community Development Manager/City Planner Mrosla stated the fire department has been actively reviewing the development proposed for Lot 1. Commissioner Jefferys inquired if the City would be seeing more requests related to the fire department. Community Development Manager/City Planner Mrosla commented the fire department has secured the land and would be working to construct a new fire station in the coming years. He reported neighborhood meetings would have to be held prior to this project moving forward. Chair Gehrig opened the public hearing at 6:43 p.m. Chair Gehrig invited anyone for or against the application to come forward and make comment. ARDEN HILLS PLANNING COMMISSION – December 9, 2020 3 There being no comment Chair Gehrig closed the public hearing at 6:43 p.m. Chair Gehrig moved and Commissioner Lambeth seconded a motion to recommend approval of Planning Case 20-021 to release the Conditional Use Permit from Lot 2, Block 1 of 2 Pine Tree Drive North. A roll call vote was taken. The motion carried unanimously (7-0). B.Planning Case 20-017; 3493 Siems Court Variance Request – Public Hearing Required Associate Planner Hartmann stated Kye Samuelson (“Applicant”) has submitted a land use application for a variance to construct an accessory structure at 3493 Siems Court (“Subject Property”). The Applicant is requesting a variance for flexibility with a proposed accessory structure’s height and size within the Ordinary High Water Level (OHWL) setback. The Subject Property is zoned R-1, Single Residential District, is located in the Shoreland Management District, and is guided as Low Density Residential on the Land Use Plan. Associate Planner Hartmann commented at the October 7th Planning Commission meeting the Applicant requested a variance to build a 120 square foot accessory storage structure that encroached 18 inches into the Shore Impact Zone of Lake Johanna. The proposed accessory structure exceeded the eight (8) foot height limitation at ten (10) feet, six (6) inches. The Planning Commission voted to table that request to allow the Applicant to submit revised plans that would better conform to the provisions of the Shoreland Ordinance. Associate Planner Hartmann reported the Applicant took the Planning Commissions comments under consideration and submitted revised plans for a smaller structure that would not encroach into the Shore Impact Zone. However, the proposed structure still requires a variance due to the proposed height and area that exceeds current ordinance standards. The Applicant proposes adding new conditions of approval to the request that would set performance standards for the structure and recognizes that this would set a precedent for future structures located near the shore to follow. Associate Planner Hartmann stated for example, the Applicant proposing the use of language such as calling the overall structure a ‘floating shed’ that would require future residents to meet certain conditions unique to this specific scenario. On the Subject Property, the Applicant notes that the site features 100% drainage and runoff beneath the existing structure, with runoff uninhibited by any foundation or any non-natural elements, which could be a condition of approval for future applications. They also request an optional requirement for the addition and maintenance of vegetation around the future structure for environmental and aesthetic purposes. Associate Planner Hartmann explained the Planning Commission is being asked to determine if a variance request for flexibility with the Shoreland Management District setback requirements should be approved for the new proposed accessory structure. This structure requires flexibility from the restrictions for City Code within Shoreland Management Districts. The evaluation of the proposal should be based on the provisions within the Zoning Code and the Requirements for a Variance in Section 1355.04, Subd. 4 and the Continuation of Nonconforming Uses in Section ARDEN HILLS PLANNING COMMISSION – December 9, 2020 4 1350.02. A revised application should be reviewed in the same manner as required for a new application. Any structural alteration or changes to the original plan require that all procedures shall apply as if a new application were being requested. Associate Planner Hartmann reviewed the surrounding area, the Plan Evaluation and provided the Findings of Fact for review: 1.City Staff received a land use application for a request to build an accessory structure for storage at the Subject Property 3493 Siems Court. 2.Storage of personal items is a permitted use for an accessory structure in the R-1 Single Family Residential District. 3.The Subject Property has a steep downward slope in the rear yard that prevents the Applicant from building on much of the site. 4.The Subject Property meets the minimum lot size, width, and length requirements for the R-1 District. 5.The Applicant is requesting flexibility with the maximum height and size restrictions for an accessory storage shed located within the Ordinary High Water Level (OHWL) setback requirement for Lake Johanna. 6.The rear yard setback requirement for a proposed accessory structure is determined by the OWHL of Lake Johanna. 7.The proposed structure is located 25.2 feet within the OHWL setback from Lake Johanna which is 50 feet. 8.The proposed storage structure would be located outside the Shore Impact Zone of Lake Johanna. 9.One (1) storage shed is permitted with the OHWL setback requirement of Lake Johanna as long as it does not exceed 64 square feet in size and eight (8) feet in height and is not within the Shore Impact Zone. 10.The proposed structure exceeds the height at nine (9) feet five (5) inches tall and exceeds the area dimension at 93.5 square feet. 11.The proposed structure would otherwise conform to all other requirements and standards of the R-1 district. 12.A variance may be granted if enforcement of a provision in the zoning ordinance would cause the landowner practical difficulties. Associate Planner Hartmann stated staff recommends approval of Planning Case 20-017 for a Variance at 3493 Siems Court, based on the findings of fact and the submitted plans, as amended by the conditions below: 1.A Zoning Permit for an accessory structure shall be issued prior to commencement of construction. 2.The exterior materials of the proposed addition shall be consistent or complementary in color, texture and quality with those visible on the existing structure. 3.The Applicant shall add landscaped screening to assist in screening the structure from adjacent properties. Planning staff shall review and approve the screening plan prior to the issuance of Zoning Permit. 4.The proposed accessory structure shall conform to all other standards and regulations in the City Code. ARDEN HILLS PLANNING COMMISSION – December 9, 2020 5 Associate Planner Hartmann reviewed the options available to the Planning Commission on this matter: 1.Recommend Approval with Conditions 2.Recommend Approval as Submitted 3.Recommend Denial 4.Table Chair Gehrig opened the floor to Commissioner comments. Commissioner Lambeth stated this item was tabled due to the encroachment on the impact zone. He asked if this matter has been addressed. Associate Planner Hartmann reported this was the case. Kye Samuelson, the applicant, explained the size of the shed has been reduced from 120 square feet to 93.5 square feet. He indicated the shed would be used to store lake equipment. He commented further on how the shed would be placed on the property. Commissioner Lambeth questioned if shrubs would be planted around the shed. Mr. Samuelson reported he plans to plant shrubs around the shed whether or not the City makes this a condition for approval. Commissioner Subramanian indicated he would like the landscaping and screening be made a requirement for the permit. Community Development Manager/City Planner Mrosla stated Condition 3 addresses this concern. Commissioner Subramanian asked if the shed would still have a green roof. Mr. Samuelson reported the redesign of the shed would not allow for a green roof, but noted the building would be screened with landscaping and would have natural vines planted to assist with screening the shed. Commissioner Vijums commented on how lake life has changed since the time City Code was drafted noting there was a lot of additional equipment that needed to be stored and code has not adopted to these changes. He feared that once a variance was passed, the City would receive numerous requests for lakeshore sheds. He supported the City changing its code versus reviewing numerous variance requests in the future. He believed that the shed request before the Commission was still too large and for that reason would not be offering his support. Commissioner Weber thanked the applicant for making concessions, but noted he agreed with Commission Vijums that approving this request would lead to additional shed requests on lakes. He recommended the City review the code. ARDEN HILLS PLANNING COMMISSION – December 9, 2020 6 Commissioner Wicklund commented on variance requirements and the criteria to meet a variance. He stated the reasonable use requirements have been met by the applicant, along with the character of the neighborhood. He discussed the significant sloping that occurs on the applicant’s lot and how this was a unique circumstance. He reported if this variance were to pass it would be a great example of City staff and the Planning Commission working with the applicant given the fact City Code may be outdated. He noted the City Council would make the final determination regarding this request. Commissioner Jefferys asked if there were other storage sheds on the lake that were larger than 64 square feet. Associate Planner Hartmann stated if the variance were approved, this would be the largest shed on the lake. Community Development Manager/City Planner Mrosla reported there were other larger accessory structures that were nonconforming. He noted these were permitted without current staff’s knowledge. Chair Gehrig opened the public hearing at 7:14 p.m. Chair Gehrig invited anyone for or against the application to come forward and make comment. Steve Nelson, 3475 Siems Court, indicated he did not have a problem with the proposed size of the shed. He questioned if this were approved, if he would then be allowed to build a shed that would fit his 16 foot canoe. He indicated he would love to build a boathouse, but understood this was not allowed. He anticipated approval of this request would have a trickledown effect. He reported everyone on the lake has items that need to be stored and this should be taken into consideration by the City. He did not want the natural beauty of the lake taken away by having numerous buildings and sheds on the lakeshore. Terry Pernsteiner contractor for the applicant, commented on the larger structures located on the lake, one being a two-story air conditioned boathouse. Mr. Samuelson thanked the City for working with him on this variance request. He stated he has learned a lot through this process. He explained he appreciated all of the comments he has received from the City, the Planning Commission and his neighbors. He indicated he did not want to create a problematic precedent, but rather was trying to describe the unique characteristics of his lot. There being no comment Chair Gehrig closed the public hearing at 7:23 p.m. Commissioner Jones stated the Planning Commission was not a rule making body. He reported the applicant came to the Commission in October and the request was tabled. He believed the request before the Commission was reasonable. He supported this request being forwarded to the City Council noting the Council will take into consideration additional requests may be made in the future if this item were approved. He encouraged the City Council to review City Code regarding the size of sheds and accessory structures for lakeshore properties. ARDEN HILLS PLANNING COMMISSION – December 9, 2020 7 Commissioner Wicklund asked for a brief description on what would have to be done to update City Code. Community Development Manager/City Planner Mrosla explained this would require a Zoning Ordinance Amendment, which would require public hearings, neighborhood meeting, Planning Commission review and City Council approval. Commissioner Wicklund stated for the record residents were concerned about the precedent that would be set if this variance were approved. He discussed how lake activities have changed over the years and how there may be a need to address City Code because of this. He commented because of the unique slope of the property he would be supporting the requested variance for Mr. Samuelson moving onto the City Council. Commissioner Jefferys stated she appreciated this discussion and how hard the applicant has worked to address the concerns that have been raised. She explained she believed the lake was a resource for a lot of people and for this reason, the bar has to be set higher in order for a variance to be approved. She commented on the practical difficulty standards and indicated she did not believe the applicant has a proven practical difficulty. She was of the opinion the proposed shed would change the character of the neighborhood. For this reason, she would not be supporting the variance request. Commissioner Lambeth moved and Commissioner Jones seconded a motion to recommend approval of Planning Case 20-017 for a Variance at 3493 Siems Court based on the findings of fact and the submitted plans, as amended by the four (4) conditions in the December 9, 2020, report to the Planning Commission. A roll call vote was taken. The motion carried 4- 3 (Commissioners Jefferys, Subramanian, and Vijums opposed). UNFINISHED AND NEW BUSINESS None. REPORTS A.Report from the City Council Councilmember Scott provided the Commission with an update from the City Council. He discussed the results of the recent election and noted Minnesota had a 79.956% voter turnout, which was the highest in the nation. He reported Communications Coordinator Gretchen Nedham joined the City last month. He stated the Council was working to finalize the 2021 budget and noted the Truth In Taxation Hearing would be held on Monday, December 14, 2020. He reported the Council was considering chicken keeping in the City of Arden Hills. He thanked the Commissioners for their service to the community and wished everyone Happy Holidays. B.Planning Commission Comments and Requests Chair Gehrig reported he would be stepping down from the Planning Commission after January 2021. He thanked the City for the opportunity to serve the community. ARDEN HILLS PLANNING COMMISSION – December 9, 2020 8 Commissioner Vijums thanked the City for recycling Christmas lights again this year. He asked for an update on TCAAP. Councilmember Scott reported he had no update for the Commission at this time. Commissioner Weber thanked Chair Gehrig for his service to the community on the Planning Commission. Commissioner Wicklund thanked Chair Gehrig for his efforts. He also thanked Councilmember Scott for communicating with the City Council on behalf of the Planning Commission. C.Staff Comments Community Development Manager/City Planner Mrosla thanked the Commission for all of their efforts over the past year. Commissioner Wicklund asked what process would be followed for the appointment of a new Planning Commission Chair. Community Development Manager/City Planner Mrosla described the appointment process noting the Mayor had the authority. ADJOURN Commissioner Jones moved, seconded by Commissioner Lambeth, to adjourn the December 9, 2020, Planning Commission Meeting at 7:47 p.m. A roll call vote was taken. The motion carried unanimously (7-0). MEMORANDUM City of Arden Hills Planning Commission Meeting for January 6th, 2021 P:\Planning\Planning Cases\2020\20-022 New Perspectives Senior Living - CUP, PUD, SP, ZCA\PC Packets Page 1 of 17 Requested Action Arden Hills RE, LLC (“Applicant”) on behalf of New Perspective Senior Living has submitted an application for a Planned Unit Development, Conditional Use Permit, Site Plan, and Zoning Code Amendment for a project located at 2 Pine Tree Drive (“Subject Property”). The Applicant is proposing to construct a four (4) story, 146 unit multi-family senior living facility with underground parking. The housing units will include independent living, assisted living and memory care. The Subject Property is zoned B-2 General Business District and is guided as Community Mixed Use on the Land Use Plan. Background At its June 22, 2020 meeting the City Council approved Bethel University’s proposal for a Master Planned Unit Development, Preliminary and Final Plat at 12 Pine Tree Drive (Bethel’s Anderson Center). The approval subdivided the existing property into three (3) lots of record, one (1) lot of record for the existing building and parking lot, and two (2) new lots on the north side of the property. The Applicant is proposing to develop Lot 1 as shown on the image below and in attachment C. The Subject Property is 6.4 acres and is currently owned by Bethel University. The Subject Property currently features open space with a wooded area around the wetlands. A segment of the existing Anderson Center trail system runs through the site as shown below. DATE: January 6, 2021 PC Agenda Item 3.A TO: Planning Commission Chair and Commissioners FROM: Mike Mrosla – Community Development Manager/City Planner SUBECT: Planning Case # 20-022 –Public Hearing Required Applicant: Arden Hills RE, LLC Property Location: 2 Pine Tree Drive Request: Planned Unit Development, Conditional Use Permit, Site Plan and Zoning Code Amendment ____________________________________________________________________________________________ City of Arden Hills Planning Commission Meeting for January 6th, 2021 P:\Planning\Planning Cases\2020\20-022 New Perspectives Senior Living - CUP, PUD, SP, ZCA\PC Packets Page 2 of 17 Proposal and Use: The Applicant is proposing to construct a 192,390 square foot, four (4) story multi-family senior living facility on site. The proposed senior living facility will feature 146 units, with 113 units of independent or assisted living and thirty-three (33) units devoted to memory care. The property will be owned and managed by New Perspective Senior Living. New Perspective Senior Living owns and manages 24 senior living communities throughout the Midwest. The proposed facility in Arden Hills will offer independent care, assisted living, and memory care. The project also includes such amenities as a pool, library, movie theater, dog run, playground for young visitors, lawn bowling, salon and spa, bistro/bar and onsite physical therapy and wellness services. This facility will staff 80 employees and the anticipated max shift size is 34. Staff will be onsite 24 hours a day. Dwelling Units The Applicant is requesting to construct a senior living facility with 146 units, which includes 53 independent living, 60 assisted living and 33 memory care units. A breakdown of each area and amenities is outlined below: x The memory care wing is located on the left side of first floor and consists of 33 units. The memory care suites are specially designed to assist residents that require memory care services. The memory care wing is designed in neighborhoods, allowing for care to be delivered in smaller environments 24 hours per day. The four (4) neighborhoods surround landscaped courtyards. Each neighborhood includes a living room (common area) and a dining room where meals are served. The unit type are as follows: 17 – Studio units (371 – 391 sq. ft.) 8 – Conversion units (428 – 448 sq. ft.) – Conversion units include a microwave, sink and a refrigerator. 6 – Double units (478 – 656 sq. ft.) 2 – Triple units (914 – 918 sq. ft.) o Other amenities include spa, beauty salon, private dining room and a sunroom. ____________________________________________________________________________________________ City of Arden Hills Planning Commission Meeting for January 6th, 2021 P:\Planning\Planning Cases\2020\20-022 New Perspectives Senior Living - CUP, PUD, SP, ZCA\PC Packets Page 3 of 17 x The independent and assisted living units are located floors one (1) through four (4) of the building. The unit type are as follows: 15 – Studio units (537 – 640 sq. ft.) 47 – (1) bedroom (673 – 790 sq. ft.) 12 – (1) bedroom plus den (861 – 952 sq. ft.) 38 – (2) bedrooms (973 – 1,212 sq. ft.) o The first floor is where the majority of the amenities are located including wellness center, pool, beauty salon, pub, lounge, bistro, and formal dining with a demonstration kitchen. In addition, the first floor offers an outdoor dining patio. o The 2nd floor is where the theater, activities center, library, billiards, common area and exercise/dance hall and spa are located. o The chapel is located on the 3rd floor. o Select units on the 2nd through 4th floor have screened porches and balconies. o The garage is approximately 13,344 square feet and contains 29 parking stalls. The garage provides parking for independent living units and staff. Refuse is collected in the garage level in a trash room. Plan Evaluation The proposed land use application requires Site Plan review and a Conditional Use Permit for a multiple family dwelling use in the B-2 District. In addition, a Planned Unit Development (PUD) is required for new developments and assisted living uses in the B-2 District. A PUD would be required for performance standard flexibility with the minimum density, minimum lot area per unit and maximum building height restrictions. In addition, a Zoning Code Amendment is required for the maximum dwelling unit density per net acre allowed. 1. Comprehensive Plan The Subject Property is guided as Community Mixed Use (CMU) in the Land Use Plan. The area is designated for a broad range of retail, shopping, services, and office space to meet the needs of the community and surrounding areas. This area may also include high density housing with a potential density of twelve (12) to twenty (20) units per acre. The district is expected to have a total of ten (10) to fifty (50) percent of the uses in the area be residential. According to the Comprehensive Plan the total area of the CMU is 100 acres. Currently, there is one residential use with 6.24 acres (1201 County Rd E W) or 6.24% of the total area. The addition of the proposed use of the Subject Property with 6.4 acres would bring the total use to 12.91%, which meets the intent of the district. The proposed development is consistent with the following Comprehensive Plan policies: x Land Use Goal Policy: Preserve the stability and quality of the city's neighborhoods while allowing for redevelopment that is complimentary to existing development. Even though the proposed project is not a redevelopment project it meets the intent of the policy as the proposed land use is compatible with the adjacent uses. Multi-family developments such as proposed senior living facility are generally used as a transition between the commercial and residential neighborhoods. The location between the two uses allows residents the ease of access to shopping, restaurants, entertainment on the surrounding commercial land uses. The proposed project is complementary to the existing high density of Hunters Park Condos ____________________________________________________________________________________________ City of Arden Hills Planning Commission Meeting for January 6th, 2021 P:\Planning\Planning Cases\2020\20-022 New Perspectives Senior Living - CUP, PUD, SP, ZCA\PC Packets Page 4 of 17 x Housing Goal Policy: Encourage the incorporation of affordable and life-cycle housing into new development and redevelopment where feasible. The proposed development provides residents with another opportunity to age in the community. The proposed development provides life-cycle housing as it offers independent senior housing and transitional care into more intense care. Residents won’t need to relocate to different units as they can add additional services to their unit as they need them. However, if a resident requires memory care they will be asked to relocate to a memory care suite. The suites are specially designed to accommodate the resident’s needs. In addition, the Land Use Plan discusses the “Guiding Plan for the B-2 District”. In March 2008, the City completed a visioning and planning process for the B-2 District, which generally includes the properties near County Road E between Lexington Avenue and Hamline Avenue/Highway 51. The “Guiding Plan for the B-2 District” is a long-term vision for the future redevelopment of this corridor. The plan states as this corridor ages, market-initiated redevelopment is anticipated. The plan also discusses the need for senior housing in the community and recommends that any new construction of senior housing within the B-2 district be built as a combination of senior housing types (independent care, assisted living and memory case) to form of a senior campus such as this proposal. Park and Recreation Goal Policies: x Develop, maintain, and encourage the use of a system of neighborhood parks and pathways that are safe and engaging, including connecting neighborhood paths to regional paths, and connecting neighborhoods, parks and other destinations through a City-wide path system. The Bethel Anderson Center property has numerous existing trails throughout the property. The existing trails are private and were not previously dedicated to the public nor were they required to be available to the public as part of the development’s approval. However, during the 2013 CUP approvals Bethel committed to continue to share these trails with the community and that agreement will not be modified as a part of this proposal. As part of this development application the developer we be removing the existing trail and reconstructing a public trail connection shown in green on the following image (Attachment D). ____________________________________________________________________________________________ City of Arden Hills Planning Commission Meeting for January 6th, 2021 P:\Planning\Planning Cases\2020\20-022 New Perspectives Senior Living - CUP, PUD, SP, ZCA\PC Packets Page 5 of 17 2. Planned Unit Development (PUD) Process A Planned Unit Development (PUD) District promotes the development of land in a unified manner by treating the entire development as a single entity and relaxing the strict application of standard zoning and subdivision requirements, in exchange for a project that better forwards the goals and purpose of the City's Comprehensive Plan. In granting a PUD request, the City may prescribe appropriate conditions and safeguards, which should bring the project in conformity with the purposes of the City Code. The purpose of the PUD process is to achieve a higher quality and better project than would otherwise be possible if the strict application of the zoning and subdivision requirements were met. While PUDs may be allowed in any district, they are required for some types of development in certain districts. 3. Zoning Code Amendment The Applicant is proposing a Zoning Code Amendment for the maximum dwelling unit density per net acre allowed. The Maximum density allowed within the B-2 and CMU District is 20 units per acre. The total proposed density is 23 units per acre or 146 units. However, the Applicant is proposing a different standard for the 33 memory care units. The Applicant is requesting that memory care units - which consist of private bedrooms/bathrooms with an opening to a shared central dining and living areas - to be calculated as the equivalent of 0.5 units within the B-2 district only. If we apply the .5 units for density purposes the total number of units is 20 units per acre or 129.5 units and is in conformance with the B2 zoning district and CMU district in land use plan. In other cities ordinances, assisted living and memory care units are often considered less than one (1) unit because of the lack of apartment-like amenities such as a full kitchen and living area. In addition, it is common for memory care units to have a reduced footprint as the units are specially designed for residents that require memory care services. City code section 1325.045, Subdivision 1 requires efficiency (studio) units to be a minimum of five hundred and fifty (550) square feet. The Applicant is proposing units that range in size from 371 to 391 square feet. The Applicant and staff are proposing the zoning code amendment below and in Attachment E. 1320.085 Special Requirements for the B-2 General Business District. Subd. 5 Assisted Living Additional Planned Unit Development Criteria. (revised X/X/XXXX) A. In addition to meeting the requirements of Section 1325, multi-family assisted living residential projects may incorporate memory care units meeting the following: 1. Each unit consist of private bedrooms with bathrooms; 2. Each units is open to a shared central dining and living areas; 3. Units may be less than 550 square feet; 4. Memory care units shall be considered to be equivalent to .5 dwelling units. 4. Conditional Use Permit A Conditional Use Permit is required for a multiple family dwelling use in the B-2 District. City Code Section 1355.04 Subd. 3 of the Arden Hills Zoning Code lists the criteria for evaluating a Conditional Use Permit. The Planning Commission and City Council should consider the effect of ____________________________________________________________________________________________ City of Arden Hills Planning Commission Meeting for January 6th, 2021 P:\Planning\Planning Cases\2020\20-022 New Perspectives Senior Living - CUP, PUD, SP, ZCA\PC Packets Page 6 of 17 the proposed use upon the health, safety, convenience and general welfare of the owners and occupants of the surrounding land and the community, in general, including but not limited to the following factors and findings: 1. Existing and anticipated traffic and parking conditions; A traffic study was required and was completed by SRF. The proposed development should not generate much additional traffic and is not expected to impact overall traffic operations within the study area. The use does not add enough traffic to require any geometric or traffic control changes. 2. Noise, glare, odors, vibration, smoke, dust, air pollution, heat, liquid or solid waste, and other nuisance characteristics; The proposed use does not conflict with the business functions of the surrounding uses and will not pose a significant detrimental risk or nuisance to the health, safety, and general welfare of occupants of adjacent lands. New Perspective Senior Living has an existing relationship with Bethel University. The new facility is adjacent to Bethel’s Anderson Center and will provide additional educational opportunities to their students. 3. Drainage; The proposed site plan does not negatively impact drainage on adjacent properties and the submitted stormwater onsite meets the quantity and quality standards. The Applicant is currently going through the Rice Creek Watershed approval process. 4. Population density; The Subject Property is guided as Community Mixed Use (CMU) in the Land Use Plan. The area is designated for a broad range of retail, shopping, services, and office space to meet the needs of the community and surrounding areas. This area may also include high density housing with a potential density of twelve (12) to twenty (20) units per acre. The Applicant is proposing requesting the memory care units - which consist of private bedrooms/bathrooms with an opening to a shared central dining and living areas - to be calculated as the equivalent of 0.5 units. If we apply the .5 units for density purposes the total number of units is 20 units per acre or 129.5 units and is in conformance with the zoning district and land use plan. 5. Visual and land use compatibility with uses and structures on surrounding land; The proposed building materials exceed the B2 material requirement as identified in the Design Standards. The ordinance 75 percent of the building exterior be constructed of brick masonry, tile masonry, natural stone (or synthetic equivalent), decorative concrete plank (cement board siding), transparent glass or any combination thereof. The proposed building is 100% approved materials. Multi-family developments such as proposed senior living facility are generally used to transition between the commercial and residential neighborhoods. This allows residents ease of access to shopping, restaurants, and entertainment on the surrounding commercial land uses. ____________________________________________________________________________________________ City of Arden Hills Planning Commission Meeting for January 6th, 2021 P:\Planning\Planning Cases\2020\20-022 New Perspectives Senior Living - CUP, PUD, SP, ZCA\PC Packets Page 7 of 17 6. Adjoining land values; The proposed development is not anticipated to negatively impact adjacent property values. 7. Park dedications where applicable; High density residential requires a park dedication of 20 percent of the total land. A cash contribution in lieu of land dedication may be required at the discretion of the City. The cash payment shall be determined based on the fair market of the land that would otherwise be dedicated to the City. 8. Orderly development of the neighborhood and the City within the general purpose and intent of the Zoning Code and the Comprehensive Development Plan for the City. Planning Case 20-022 for New Perspective Senior Living proposed development at 2 Pine Tree Drive is consistent with the purpose and intent with the policies within the City’s Comprehensive Plan, the B-2 Zoning District and Guiding Plan for the B-2 District. 5. Chapter 13, Zoning Code Review A. Lot Area and Dimensions – Meets Requirements The Subject Property exceeds the minimum lot area and dimensions required for a development within the B-2 District. The total area of the Subject Property is 6.4 acres, or approximately 290,545 square feet. The Land Use Chart in Section 1320.05 highlights that minimum requirements for properties in the B-2 District. The maximum structure coverage allowed in the district is forty-five (45) percent of the lot. The proposed structure coverage is 64,644 square feet or 22 percent. Up to eighty (80) percent of the lot can be developed on with impervious coverage. According to the site plan submitted by the Applicant, 3.4 acres or 53 percent of the site will be impervious. B. Building and Parking Setbacks – Meets Requirements In the B-2 District, there is a 20-foot front building setback and rear setback and both side setbacks combined must equal 20 feet. The principal structure exceeds building setback requirements for its district. The proposed parking lot exceeds all parking lot setback requirements for the district. Ordinance requires all access drives to be setback five (5) feet from the property line. The proposed access drive on the west side of the proposed building and adjacent to Minnesota State Highway 51/Snelling Avenue North serves as the delivery and pickup access of the proposed building. The proposed access drive meets the minimum five (5) foot setback from the property line. In addition, the proposed access drive is 24 feet wide. This additional width is needed to accommodate vehicles making pickups and deliveries at the loading docks. The Applicant provided truck movements plan is shown on the next page and in Attachment E (Pg. C402). As a condition of approval, in the event where noise from the loading and delivery area is audible from an adjacent residential district, the activity shall terminate between the hours of 6:00 p.m. and 6:00 a.m. ____________________________________________________________________________________________ City of Arden Hills Planning Commission Meeting for January 6th, 2021 P:\Planning\Planning Cases\2020\20-022 New Perspectives Senior Living - CUP, PUD, SP, ZCA\PC Packets Page 8 of 17 C. Building Height - Flexibility requested Section 1305.04 of the City Code defines building height as “the vertical distance from the average elevation of the grade along a face of a building to the highest point of the roof surface of flat roofs, the deck line of mansard roofs, or the average height between the eaves and the highest ridge of gable, hip, or gambrel roofs.” These measurements are illustrated in the drawing on the next page. The Applicant is proposing a building that would be four (4) stories in height with a pitched roof design. The proposed pitched roof provides residents with a home-like residential aesthetic, where as a flat roof provides an institutional look and feel. The proposed facility would have a building height of 55 feet as measured from the finished floor elevation to the midpoint. Under the City Zoning Code, a building in the B-2 district can have a maximum height of up to 50 feet to the midpoint, so the Applicants are requesting flexibility for an additional 5 feet in height. ____________________________________________________________________________________________ City of Arden Hills Planning Commission Meeting for January 6th, 2021 P:\Planning\Planning Cases\2020\20-022 New Perspectives Senior Living - CUP, PUD, SP, ZCA\PC Packets Page 9 of 17 The table below shows building heights for other developments in the community. *Not including penthouse and cellular equipment D. Density and District Minimum Lot Area per Unit Requirements - Flexibility requested According to City Code Section 1320.06, the Minimum Lot Area per Unit allowed within the B-2 District is 2,178 square feet per unit. The Applicant’s proposal of 146 units would entail a development with approximately 2,032 square feet per unit. However, the Applicant is requesting flexibility with this standard because the 33 memory care units on-site are smaller studio style units and do not have full kitchens and living spaces like standard apartment units. If the memory care units were excluded from the calculation of Minimum Lot Area per Unit, the development would meet the district provision with 2,287 square feet per unit. The maximum density allowed within the B-2 and CMU District is 20 units per acre. However, the Applicant is requesting flexibility with this provision. The total proposed density is 23 units per acre or 146 units. As previously discussed, the Applicant is requesting a Zoning Ordinance Amendment that would to add language allowing memory care units located in the B2 district to be calculated as the equivalent of 0.5 units. In other cities’ ordinances, assisted living, memory care and skilled nursery units are often considered less than 1 unit because of the lack of amenities of a standard apartment unit such as a full kitchen and living area. If we apply the .5 units for density purposes, the total number of units is 20 units per acre or 129.5 units and is in conformance with the zoning district and land use plan. *Unit count is rounded down as you cannot construct .23 of a unit. E. Multi-family Dwelling Units Additional CUP Criteria – Flexibility requested According to City Code Section 1320.45, the number of efficiency (studio) units in a multiple dwelling shall not exceed fifteen (15) percent of the total number of apartments. The Applicant is requesting 32 studio units or 22 percent. Development Name Mid-Point Summit Development 46 ft. Johanna Shores Senior Living 56 ft. E Street Flats 44 ft. Arden Flats Apartments 55 ft. Anderson Center 60 ft.* Land Use Site Acreage Number of Proposed Units Proposed Density Per Acre Proposed Memory Care Units Proposed Memory Care Equivalent Units Number of Equivalent Units Proposed Density Per Acre 146-16.5= 129.5 units 129.5 units/6.4 AC = 20.23* CMU 6.4 146 23 33 .5 16.5 20 ____________________________________________________________________________________________ City of Arden Hills Planning Commission Meeting for January 6th, 2021 P:\Planning\Planning Cases\2020\20-022 New Perspectives Senior Living - CUP, PUD, SP, ZCA\PC Packets Page 10 of 17 F. Floor Area Ratio (FAR) – Meets Requirements The FAR is obtained by dividing the total sum of all the building's floor areas by the lot area. Under the current Zoning Code, the maximum FAR for a property in the B-2 District is 0.8. The FAR is defined as the sum of the gross horizontal area of all floors of a building, but not including decks and garages. The proposed floor area of the building minus the garage is 179,046 square feet. The Subject Property has an approximant area of 278,784 square feet, which means that the property has a FAR of 0.64. 6. Design Standards A. Lighting – Meets Requirements The Applicant has submitted a lighting plan that identifies pole heights and lumen levels at the property lines. Other than wash or architectural lighting, attached security lighting shall be shoebox style and downward directed with flush lenses. The Applicant is proposing to use LED lighting to illuminate the parking areas. B. Screening – Meets Requirements Screening for fences, walls, landscaping, and berms including materials with construction details shall match or complement the construction of the principle building. The Site Plan submitted by the Applicant depicts significant landscaping along Gateway Boulevard which will assist in screening the loading area and docks from the view of the public. The Applicant is stating that landscaping will achieve 60 percent opacity year round at maturity. According to the submitted plans all ground and rooftop mechanical equipment is proposed to be screened. C. Planting Islands – Meets Requirements Planting islands are required to visually break up expanses of hard-surface parking areas, to provide safe and efficient traffic movement, and to define rows of parking. Planting islands should occupy at least 10 percent of the parking area and be edged with concrete curbs. Parking lot planting islands shall be a minimum of 150 square feet in area, be of appropriate width and length, and include at least one (1) tree meeting the requirements of this ordinance. There will not be multiple rows or large expanses of parking as there will be multiple landscaped bump outs breaking up the parking field. The landscaping will separate the building from the parking areas. D. Minimum Caliper Inches – Meets Requirements The Zoning Code requires that a minimum number of caliper inches be provided based on the gross square footage of the principal building and the building height. The minimum total caliper inches equal the gross square footage of all the floors of the principal building divided by 320. The proposed building would be considered a four-story structure, and contains 191,796 gross square feet. This requires a minimum of 558 caliper inches be planted. The plans provided by the Applicant indicate that they are meeting this requirement with 564 caliper inches. E. Tree Mitigation - Flexibility requested City Code Section 1325.055 outlines the Tree Preservation Ordinance. The Applicant submitted a Tree Preservation Plan that included a tree survey of the existing trees on site. The existing site has 3,837 caliper inches of significant trees. The Applicant is proposing to remove 3,127 caliper inches. The ordinance allows removal of 312.7 caliper inches without replacement. Removal of the remaining 2,814.3 caliper inches of trees requires mitigation at a ratio of 1:2 replacement, or ____________________________________________________________________________________________ City of Arden Hills Planning Commission Meeting for January 6th, 2021 P:\Planning\Planning Cases\2020\20-022 New Perspectives Senior Living - CUP, PUD, SP, ZCA\PC Packets Page 11 of 17 1,407.15 caliper inches of new trees. Tree planning onsite is limited due to existing and required stormwater ponding. In response the applicant is proposing to plant 187 trees, with a total of 558 caliper inches. G. Tree Selection – Meets Requirements The proposed landscape plan includes a variety of tree species, including maples, oaks and evergreens, ranging in size from two and half (2.5) to six (6) caliper inches. This is consistent with ordinance requirements. The Applicant is proposing to plant six (6) to twelve (12) foot tall evergreens. F. Landscaped Area and Perennials and Shrubberies – Meets Requirements Zoning Code requires 35 percent of the site to be landscaped or 97,574 square feet. The landscaping plan shows that the total landscaped area provided on the site is 143,858 square feet. The Zoning Code requires a minimum of 10 percent of the total landscaped area to be covered with perennials and/or shrubbery. The total landscaped area on the site is 97,574 square feet, resulting in the need for a minimum of 9,757 square feet of perennial and shrubbery cover. The proposed perennial and shrub planting beds includes more than 17,350 square feet. G. Parking - Flexibly Requested Parking requirements for senior living facilities are unique as not all tenants’ own vehicles. The intention is to regulate senior independent, staff and visitor parking. The rational for this is because memory care and assisted living residents generally do not have vehicles; therefore, the parking demand for those uses will only need to support staff and visitor parking. In addition, senior living facilities require a mixture of parking requirement for the different uses onsite. The proposed use includes Multi-family Dwelling and Residential Facility or Group Home. The number of off-street parking spaces required for a Residential Facility or Group Home is one (1) space for every four (4) residents plus one (1) for each employee on major shift plus one (1) for each on-call medical professional or 45 parking stalls. The minimum number of parking spaces required for a multiple family dwelling use in City Code is 1.1 spaces per efficiency and one (1) bedroom dwelling units and two (2) for each two (2) plus bedroom dwelling units. The proposed project would require 145.5 stalls as shown in the table below. Units Unit Counts Required Stalls Number of Stalls Provided Parking Deficiency Residential Facility NA 45 95 -107 1-bedroom units (1.1 parking stalls) 75 81 2 or more bedrooms (2 parking stalls) 38 76 Total 113 202 There are ninety-one (91) parking spaces provided. The Applicant is proposing 62 above ground and 29 underground parking spaces. The underground parking is for independent living residents and staff. New Perspective Senior Living provided staff with the formulas they use when determining the parking needs for their facilities (Attachment G) and below is their calculations for the proposed project. ____________________________________________________________________________________________ City of Arden Hills Planning Commission Meeting for January 6th, 2021 P:\Planning\Planning Cases\2020\20-022 New Perspectives Senior Living - CUP, PUD, SP, ZCA\PC Packets Page 12 of 17 Resident Parking x Independent Living typically requires .85 stalls per unit (.85 Stalls / Unit * 53 Units = 45 stalls) x Assisted Living typically requires - .25 stalls per unit (.25 Stalls / Unit * 60 Units = 15 stalls) x Memory Care requires no parking for residents x Total Resident Parking Required: 60 Staff Parking x Staff parking is calculated by taking the largest shift, which is approximately 26 employees, and 50 percent of our next shift or 16 employees. x Total Staff Parking Required: 34 Visitor Parking x One (1) stall per 10 units within the facility (140 Units / 10 Units Per stall = 14) x Total visitor Parking Required: 14 New Perspective Senior Living Parking Stalls Required: 108 Proposed Total Parking Stalls: 95 Parking Deficiency: -13 The Applicant in response to the parking deficiency onsite has contacted Bethel University and discussed a cross easement parking agreement for an additional 25 stalls. At the time of writing this memo the Applicant and Bethel University have not finalized this agreement. The proposed 95 parking and the cross easement stalls should adequately support the proposed use. H. Aesthetics - Meets Requirements There are additional Design Standards for new development, redevelopment, and modifications to existing sites in the B2 District. The purpose of these additional design standards is to promote a high level of architectural, landscaping, and site design in the business districts of Arden Hills. The City seeks to create a unified, harmonious, and high-quality environment to foster a distinct, positive, and successful image for the City. At least seventy-five (75) percent of the exterior building materials shall be of brick masonry, tile masonry, natural stone (or synthetic equivalent), decorative concrete plank (cement board siding), transparent glass or any combination thereof. The proposed building materials exceed the B2 material requirement. The proposed building is 100 percent brick, stone, glass and cement board siding. Elevation Stone Brick Cement Board Glass Total East 12% 13% 51% 24% 100% West 4% 11% 61% 24% 100% South/North Wing 5% 13% 57% 25% 100% South 5% 0% 73% 22% 100% North/South Wing 5% 17% 65% 23% 100% North .5% 7.5% 67% 25% 100% ____________________________________________________________________________________________ City of Arden Hills Planning Commission Meeting for January 6th, 2021 P:\Planning\Planning Cases\2020\20-022 New Perspectives Senior Living - CUP, PUD, SP, ZCA\PC Packets Page 13 of 17 I. Drainage and Flood Plain - Meets Requirements The City Code requires stormwater management be provided to meet water quantity, infiltration, and water quality requirements. The subject site has two existing wetlands. The existing wetland located adjacent to Minnesota State Highway 51/Snelling Avenue North (Attachment H) is proposed to be filled, however, replacement of that wetland has been mitigated offsite in compliance with Rice Creek Watershed District regulations. The pre-existing stormwater pond located on the east side of the subject site will be preserved. The Applicant is proposing a retention basin located on the southwest side of the subject property. Prior to the issuance of a land disturbance permit, the Applicant shall submit an operation and maintenance plan for the long- term care of all onsite stormwater facilities. J. Traffic Study - Meets Requirements A traffic study was required and was completed by SRF. The proposed development should not generate much additional traffic and is not expected to impact overall traffic operations within the study area. The use does not add enough traffic to require any geometric or traffic control changes. The anticipated trip generation during AM peak is 27 vehicles in and out of the site. The PM peak is 36 vehicles in and out of the site. The site is anticipated to create 424 daily trips. Suggested Findings of Fact Staff offers the following findings of fact for consideration: 1. The Applicant submitted an application for a Planned Unit Development, Conditional Use Permit, Site Plan and Zoning Amendment. 2. The Subject Property is located within the B-2 General Business District and is guided as CMU, Community Mixed Use on the Land Use Plan. 3. The Subject Property is located on approximately 6.40 acres and currently features open space with a wooded area around the wetlands with a segment of the existing Anderson Center trail system running through the site. 4. The Applicant is proposing to construct a 192,390 square foot, 4 story multi-family senior living facility on site. 5. The proposed senior living facility will feature 146 units, with 113 units devoted to independent or assisted living and 33 units devoted to memory care. 6. Flexibility through the PUD process has been requested in the following areas: parking stall count requirements, building height, permitted number of efficiency units and tree mitigation. 7. The proposed development plan meets or exceeds the minimum requirements of the City Code in the following areas: building setbacks, landscape coverage, parking setbacks, planting islands, tree selection, floor area ratio, drainage wetlands and flood plain tree selection, lighting, screening and aesthetics. 8. Where the plan is not in conformance with the City Code, flexibility has been requested by the Applicant and/or conditions have been placed on an approval that would mitigate the nonconformity. 9. A traffic study was required and was completed by SRF. The proposed development should not generate much additional traffic and is not expected to impact overall traffic operations within the study area. The use does not add enough traffic to require any geometric or traffic control changes. 10. The application is not anticipated to create a negative impact on the immediate area or the community as a whole. ____________________________________________________________________________________________ City of Arden Hills Planning Commission Meeting for January 6th, 2021 P:\Planning\Planning Cases\2020\20-022 New Perspectives Senior Living - CUP, PUD, SP, ZCA\PC Packets Page 14 of 17 11. Existing public facilities will be able to absorb the additional demand for public services needed for the proposed use. 12. The maximum dwelling unit density per net area that is allowed within the B-2 District is 20 units per acre. 13. The Applicant is requesting a Zoning ordinance amendment that would to add language allowing memory care units located in the B2 district to be calculated as the equivalent of 0.5 units. If approved, the .5 units for density purposes the total number of units is 20 units per acre or 129.5 units and is in conformance with the zoning district and land use plan. Options and Motion Language Staff has provided the following options and motion language for this case. 1. Recommend Approval with Conditions: Motion to recommend approval of Planning Case 20- 022 for a Planned Unit Development, Conditional Use Permit, Site Plan and Zoning Code Amendment at 2 Pine Tree Drive, based on the findings of fact and submitted plans, subject to the following conditions: 1. All conditions of the Master PUD and Preliminary Plat approval shall remain in full force and effect. 2. The project shall be completed in accordance with the plans submitted as amended by the conditions of approval. Any significant changes to the plans, as determined by the City Planner, shall require review and approval by the Planning Commission and City Council. 3. The Conditional Use Permit and Planned Unit Development approvals shall expire one year from the date of City Council approval unless a building permit has been requested or a time extension has been granted by the City Council. The City Council may extend the expiration date of such approval upon written application by the person to whom the approval was granted. 4. A violation of any condition set forth in the permit shall be a violation of this Code, and shall be cause for revocation of the permit. 5. A Development Agreement shall be prepared by the City Attorney and subject to City Council approval. The Development Agreement shall be fully executed prior to release of a building permit. 6. The Applicant shall be financially responsible for all applicable water and sanitary charges. Rates applied shall be those in effect at the time of Final Plat approval and shall be memorialized in the Development Agreement. 7. Prior to the issuance of a grading permit, all items identified in the December 21, 2020 Engineering Division memo shall be addressed. All comments shall be adopted herein by reference. 8. Prior to the issuance of a building permit, a landscape financial security of $50,000.00 dollars shall be submitted. Landscape financial security is held for two full growing seasons. 9. For any landscaping or screening that is not in accordance with the approved landscaping plan at the end of two growing seasons, the applicant shall replace the material to the satisfaction of the city before the guarantee is released. Where this is not done, the city, at its sole discretion, may use the proceeds of the performance guarantee to accomplish performance. ____________________________________________________________________________________________ City of Arden Hills Planning Commission Meeting for January 6th, 2021 P:\Planning\Planning Cases\2020\20-022 New Perspectives Senior Living - CUP, PUD, SP, ZCA\PC Packets Page 15 of 17 10. The Applicant shall submit cash contribution in lieu of land dedication. The cash payment shall be determined based on the fair market of 20 percent of the land that would otherwise be dedicated to the City. The park dedication fee shall be submitted prior to the issuance of a building permit. 11. Prior to the issuance of a grading and erosion permit, planning staff shall approve in writing the final landscaping plan. 12. Prior to the issuance of a grading and erosion control permit the Applicant shall work with the City to locate the additional caliper inches of replacement trees on the site or on the adjacent properties. If the replacement tree plantings cannot be reasonably accommodated on the site, the City can work with the applicant to find off-site locations for the plantings or require that a fee in lieu of the plantings be provided. 13. All light poles, including base, shall be a maximum of 25 feet in height and shall be shoebox style, downward directed, with high-pressure sodium lamps or LED and flush lenses. Other than wash or architectural lighting, attached security lighting shall be shoebox style, downward directed with flush lenses. If complaints are received the lighting adjacent to residential uses shall utilize house shields as directed by the City. In addition, any lighting under canopies (building entries) shall be recessed and use a flush lens. 14. A grading as-built and utility as-built plan shall be provided to the City upon completion of grading and utility work. 15. Prior to issuance of a sign grading and erosion control permit, the applicant shall provide City staff with written approval from Bethel University the owner of Outlot A permitting the placement of landscaping on their property. 16. Prior to issuance of a sign permit, the applicant shall provide City staff with written approval from Bethel University the owner of Outlot A permitting the construction of the proposed monument sign on their property and offsite signs are not permitted. 17. Prior to issuance of a sign permit, the applicant shall provide City staff with written approval from Lake Johanna Fire Department the owner of Lot 2, Block 1 on permitting the placement of landscaping on their property. 18. No exterior storage shall be permitted. 19. All rooftop or ground mounted mechanical equipment shall be hidden from view with the same materials used on the building in accordance with City Code requirements. 20. All fencing and retaining wall materials shall be complementary to the building materials and shall be approved in writing by the Planning Division prior to issuance of a building permit. Retaining walls greater than four (4) feet in height shall be engineered and detailed calculations shall be submitted to the City. 21. A Grading and Erosion permit shall be obtained from the City’s Engineering Department prior to commencing any grading, land disturbance or utility activities. The Developer shall be responsible for obtaining any permits necessary from other agencies, including but not limited to, MPCA, Rice Creek Watershed District, and Ramsey County and, MNDOT prior to the start of any site activities. 22. A grading as-built and utility as-built plan shall be provided to the City upon completion of grading and utility work. 23. The Applicant shall be responsible for protecting the proposed on-site storm sewer infrastructure and components and any existing storm sewer from exposure to any and all stormwater runoff, sediments and debris during all construction activities. Temporary stormwater facilities shall be installed to protect the quality aspect of the proposed and existing stormwater facilities prior to and during construction activities. ____________________________________________________________________________________________ City of Arden Hills Planning Commission Meeting for January 6th, 2021 P:\Planning\Planning Cases\2020\20-022 New Perspectives Senior Living - CUP, PUD, SP, ZCA\PC Packets Page 16 of 17 Maintenance of any and all temporary stormwater facilities shall be the responsibility of the Applicant. 24. The Applicant shall provide an executed copy of the City’s standard stormwater maintenance and easement agreement prior to approval of the Development Agreement. 25. The bond or surety shall be provided prior to the issuance of any building or grading permits and shall be valid for two full years from the date of installation, or three years in the case of an extended timeline. The total security shall be addressed in the Development Agreement. 26. All disturbed boulevards shall be restored with sod. All areas of the site, where practical, shall be sodded or seeded and maintained. The property owner shall mow and maintain all site boulevards to the curb line of the public streets. 27. The maximum number of units permitted onsite is 146 units. 28. The Applicant shall be financially responsible for all applicable water and sanitary charges. Rates applied shall be memorialized in the Development Agreement. 29. Prior to the issuance of a land disturbance permit, the Applicant shall submit an operation and maintenance plan for the long-term care of all on-site and off-site stormwater, sanitary sewer, and water main to the City for review and approval. The Applicant will be responsible to carry out these operation and maintenance activities and to submit the appropriate documentation to the City as specified. 30. Any future trash enclosures shall utilize wooden gates and be constructed on three sides using the same materials and patterns used on the building. Locations shall be approved by the Planning Department. 31. This approval does not include signs. A separate sign permit is required for all proposed signage. All signage shall meet the requirements of Sign District 4. 32. The Applicant shall provide a cross parking agreement with Bethel University for the City Attorney to review and for the City Council’s approval prior to the approval of the Developer Agreement. 33. In the event where noise from the loading and delivery area is audible from an adjacent residential district, the activity shall terminate between the hours of 6:00 p.m. and 6:00 a.m. 2. Recommend Approval without Conditions: Motion to recommend approval of Planning Case 20-022 for a Planned Unit Development, Conditional Use Permit, Site Plan and Zoning Code Amendment at 2 Pine Tree Drive, based on the findings of fact and submitted plans in the report to the Planning Commission. 3. Recommend Denial: Motion to recommend denial of Planning Case 20-022 for a Planned Unit Development, Conditional Use Permit, Site Plan and Zoning Code Amendment at 2 Pine Tree Drive based on the following findings of fact: the Planning Commission should identify findings to deny should specifically reference the reasons for denial and why those reasons cannot be mitigated. 4. Table: Motion to table Planning Case 20-022 for a Planned Unit Development, Conditional Use Permit, Site Plan and Zoning Code Amendment at 2 Pine Tree Drive for the following reasons: the Planning Commission should identify a specific reason and/or information request should be included with a motion to table. ____________________________________________________________________________________________ City of Arden Hills Planning Commission Meeting for January 6th, 2021 P:\Planning\Planning Cases\2020\20-022 New Perspectives Senior Living - CUP, PUD, SP, ZCA\PC Packets Page 17 of 17 Notice and Public Comments Notice was published in the Pioneer Press on December 23, 2020. A public neighborhood notice was prepared by the City and mailed to property owners within 1,000 feet of the subject property. Staff has not received any comments. Neighborhood meeting Prior to submittal of a formal planning application the Applicant held an informal neighborhood meeting on July 9, 2020. Due to Covid19 the meeting was held virtually with ten (10) residents in attendance. The Applicant gave a 30 minute presentation on the project follow by a question and answer session. The majority of the questions raised were in regards to traffic, tree preservation, site and building design, project financing and existing trial connections. The Applicant has incorporated the comments from the meeting into their application for the project. Deadline for Agency Actions The City of Arden Hills received the completed application for this request on December 23, 2020. Pursuant to Minnesota State Statute, the City must act on this request by February 21, 2021 (60 days), unless the City provides the Petitioner with written reasons for an additional 60 day review period. The City may, with the consent of the Applicant, extend the review period beyond the initial 120 days. Attachments A. Application B. Location Map C. Anderson Center Subdivision and Trails Exhibits D. Proposed Pedestrian Access Plan E. 11x17 Plans F. Zoning Code Amendment Redlines G. New Perspective Senior Living Parking Formulas H. Existing Trail and Wetland Exhibit Page 1 of 3 1245 West Highway 96 Arden Hills, Minnesota 55112 Telephone (651) 792-7800 Fax (651) 634-5137 www.cityofardenhills.org For Office Use Only Planning Case No. 20- Submittal Date Application Completed Date Accepted by Receipt Number Council Decision Council Decision Date 2020 LAND USE APPLICATION Applicant Information Applicant: Address: Telephone No.: Other: Fax No.: Email Address: Property Information Property Owner: Owner Address: Owner Telephone No. Other: Address of Property Involved: Legal Description: Property ID No.: Type of Use: Zone: Property Acreage: Type of Request Comprehensive Plan Amendment (Fee: $500 + Escrow: $2,500) Conditional Use or Interim Use Permit/CUP or IUP Amendment (Fee: $400 + Escrow: $1,500) Preliminary Plat (Fee: $500 + Escrow: $2,500) Final Plat (Fee: $500 + Escrow: $1,500) Concept Plan Review (Fee: $150 + Escrow: $1,000) Master Planned Unit Development or Master Special Development Plan (Fee: $500 + Escrow: $2,500) Final Planned Unit Development or Final Special Development Plan (Fee: $350 + Escrow: $1,500) Planned Unit Development Amendment or Special Development Plan Amendment (Fee: $400 + Escrow: $1,500) Site Plan Review (Fee: $400 + Escrow: $1,500) Rezoning or TCAAP Regulating Plan Amendment (Fee: $500 + Escrow: $1,500) Zoning Code or TCAAP Redevelopment Code Amendment (Fee: $400 + Escrow: $1,500) City Code Amendment (Fee: $350 + Escrow: $1,500) Lot Split/Minor Subdivision (R-1 and R-2 Districts Only) (Fee: $350 + Escrow: $1,000) Variance or Permitted Adjustment (Fee: $350 + Escrow: $1,000) Vacation of Easement or Right-of-Way (Fee: $150 + Escrow: $1,000) Appeal of Administrative Decision (Fee: $150 + Escrow: $1,000) Land Use Requests – Not Already Specified (Fee: $150 + Escrow: $1,000 Florent Ilazi - Owner's Representative - Boldt Capital, LLC 1110 North Old World 3rd St, Suite 610, Milwaukee, WI 53203 414-269-1401414-875-7518 florent.ilazi@boldt.com Bethel University 3900 Bethel Drive 952-451-3691 651-638-6009 2 Pine Tree Drive Lot 1 shown on attachment B-2 General Business District 6.4 Attachment A Page 2 of 3 Brief Description of Request (please also include a typed, detailed letter explaining the project): Filing & Information Requirements The City requests that you make a pre-application meeting with the City Planner to discuss the application process, requirements, and deadlines. Unless waived by the City Planner or Planning Commission, a certified survey of the property is required for all applications. A checklist with additional application requirements can be found at www.cityofardenhills.org/landuseapplications. Complete/Incomplete Applications Under Minnesota Statute, Chapter 15.99, cities have 15 business days to review all plans and application materials to ensure they satisfy City requirements. During the 15 day review period, planning staff will provide written comments on the application and may request plan revisions. If the application is determined to be complete, Minnesota State Statute then requires the City to approve or deny the application within 60 days, up to 120 days. If not complete, the City may require plan revisions and/or additional information before the application is scheduled for Planning Commission review and/or City Council action. Project will not be scheduled for any meeting until the application submittal is found to be complete by the City Planner. Payment of Fees and Escrows The undersigned acknowledges that she/he understands that before a land use application can be deemed complete, all required fees and escrows must be paid to the City. The applicant is responsible for all costs incurred by the City related to the processing of this application. Each separate land use request shall be charged a separate administrative fee and escrow even if submitted on the same application. Costs expended in reviewing and processing an application will be charged against the cash escrow and credited to the City. Charges to the escrow may include planning and engineering staff time, City Attorney and consulting fees, and mailing costs. If, at any time, a required cash escrow is depleted to less than 20 percent of its original amount, the applicant shall deposit additional funds in the cash escrow account as determined by the City. The City may withhold final action on a land use application, withhold building permits, and/or rescind prior action until all fees have been paid. Unused portions of an escrow are returned to the applicant upon successful implementation of an approved plan. The escrow may be reduced or increased by the City Planner on a project by project basis. Notice of Meeting Attendance In order for the Planning Commission and the City Council to consider any application, the applicant or a designated representative must be present at the scheduled meeting. If not, the matter may be tabled until the next available agenda. *IMPORTANT* x Certain applications are subject to review and approval by the Rice Creek Watershed District. Contact RCWD directly at 763-398-3070 for additional information. x The land use application fees do not cover building, sign, or other permit fees that may be required upon approval of a land use application. x All applications will be subject to additional fees for reimbursement of consultant costs associated with filing, reviewing, and processing of application in the form of an escrow to the City. Please see Statement of Purpose and Conformance attached Page 3 of 3 Meeting Schedule Planning Commission meetings are typically held on the first Wednesday after the first Monday of each month at 6:30 PM, though please contact City Hall to verify the meeting date and time. City Council meetings are held typically the last Monday of the same month at 7:00 PM. Meetings are held in the Council Chambers at the City of Arden Hills, 1245 West Highway 96, Arden Hills, Minnesota 55112, unless otherwise stated. The schedules below are for reference purposes only. Project will not be scheduled for any meeting until the application submittal is found to be complete by the City Planner. 2019 Planning Commission and City Council Schedule (*subject to change) TENTATIVE PLANNING COMMISSION MEETING DATE* (Generally held on the first Wednesday after the first Monday at 6:30 p.m.) TENTATIVE CITY COUNCIL MEETING DATE* (Generally held on the fourth Monday at 7:00 p.m.) January 8 January 27 February 5 February 24 March 4 March 23 April 8 April 27 May 6 May 25 June 3 June 22 July 8 July 27 August 5 August 24 September 9 September 28 October 7 October 26 November 11 November 23 December 9 January 11 (2021) January 6 (2021) January 25 (2021) Acknowledgement and Signature I hereby apply for the above consideration and declare that the information and materials submitted with this application are complete and accurate per city code and ordinance requirements. I fully understand that I am responsible for all costs incurred by the City related to the processing of this application. __________________________________________________ ________________ Property Owner Signature (Required) Date ________________________________________________ ________________ Applicant Signature (If different than the property owner) Date Please contact the City Planner at 651-792-7800 if you have any questions regarding this application. Additional copies of this application form are available on the City’s website: www.cityofardenhills.org/landuseapplications __________ ature (If differen 10-9-20 Mark R. Posner 12 October 20 Disclaimer: This map is intended for reference purposes only and is not a legally recorded map or survey. The City of Arden Hills shall not be liable for any damages or claims that arise due to accuracy, availability, use or misuse of the information herein pursuant to MN Statute 466.03 Subd 21. Location Map Highway 51Tiller Lane County Road E West Glenarden RoadPine Tree DriveHarri e t A v e n u e Skiles Lane B e n t o n W a y Forest Lane Arden Place NB Hwy 51 To CO RD ECannon AvenueGlenarden CourtConnelly Av e n u e Dellwood AvenueHighway 51Benton Way ± §¨¦35W §¨¦694 £¤10 Subject Parcel Park and Open Space $WWDFKPHQW% Lot 1 Lot 2 Outlot A - Access Road Existing Trails Park and Open Space Proposed Parcels Lot 1 Lot 2 Outlot A - Access Road Crepeau Nature Preserve ± Disclaimer: This map is intended for reference purposes only and is not a legally recorded map or survey. The City of Arden Hills shall not be liable for any damages or claims that arise due to accuracy, availability, use or misuse of the information herein pursuant to MN Statute 466.03 Subd 21. Attachment C Attachment D This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.SHEET NUMBER 2018 KIMLEY-HORN AND ASSOCIATES, INC.767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY-HORN.COMK:\TWC_LDEV\Boldt\arden hills senior living\3 Design\CAD\plansheets\C0-COVER SHEET.dwg December 23, 2020 - 3:57pmBYREVISIONSNo.DATEPRELIMINARY - NOT FOR CONSTRUCTIONPREPARED FORCOVER SHEETC000ARDEN HILLSSENIOR LIVINGNEWPERSPECTIVEARDEN HILLSMNNORTHVICINITYN.T.S.SITEARDEN HILLS, RAMSEY COUNTY, MN1. CONTRACTOR SHALL CONFIRM THAT THE EXISTING CONDITIONS FOR THE SITE MATCHWHAT IS SHOWN ON THE DRAWINGS INCLUDED PRIOR TO CONSTRUCTION.2. IF REPRODUCED, THE SCALES SHOWN ON THESE PLANS ARE BASED ON A 22x34 SHEET.3. ALL NECESSARY INSPECTIONS AND/OR CERTIFICATIONS REQUIRED BY CODES AND/ORUTILITY SERVICES COMPANIES SHALL BE PERFORMED PRIOR TO ANNOUNCED BUILDINGPOSSESSION AND THE FINAL CONNECTION OF SERVICES.4. ALL GENERAL CONTRACTOR WORK TO BE COMPLETED (EARTHWORK, FINAL UTILITIES,AND FINAL GRADING) BY THE MILESTONE DATE IN PROJECT DOCUMENTS.NOTES:GEOTECHNICAL ENGINEERAMERICAN ENGINEERING TESTING, INC550 CLEVELAND AVENUE NORTHST PAUL, MN 55114TELEPHONE: (651) 659-1364CONTACT: MICHAEL P. MCCARTHY, P.E.PROJECT TEAM:SURVEYORSUNDE LAND SURVEYING6776 LAKE DRIVE NE, SUITE 110BLOOMINGTON, MN, 55420-3435TELEPHONE: (952) 881-2455FAX: (952) 88-9526CONTACT: LEONARD F. CARLSON, P.L.S.ENGINEER / LANDSCAPE ARCHITECTKIMLEY-HORN AND ASSOCIATES, INC.PREPARED BY: DANIEL ELENBAAS, P.E./RYAN HYLLESTED, P.L.A.767 EUSTIS STREET, SUITE 100ST. PAUL, MN 55114TELEPHONE (651) 645-4197OWNER / DEVELOPERNEW PERSPECTIVE5900 CLEARWATER DRIVE, SUTE 500MINNETONKA, MN 55343TELEPHONE: 952-746-3630CONTACT: ADAM COZINEARDEN HILLS SENIOR LIVINGSECTION 34, TOWNSHIP 30, RANGE 23FORSITE DEVELOPMENT PLANSARCHITECTTUSHIE MONTGOMERY ARCHITECTS7645 LYNDALE AVENUE #100MINNEAPOLIS, MN 55423TELEPHONE: 612-389-9490CONTACT: GARY FISCHERSITE BENCHMARKS:(LOCATIONS SHOWN ON SURVEY)SBM #1 TOP OF NUT OF 2ND FIRE HYDRANT NORTH OF HARRIETAVENUE ON EAST SIDE OF PINE TREE DRIVEELEVATION=934.84SBM #2 TOP OF TOP NUT OF 1ST FIRE HYDRANT NORTH OF HARRIETAVENUE ON EAAST SIDE OF PINE TREET DRIVE ELEVATION=929.66SBM #3 TOP OF TOP NUT OF FIRE HYDRANT 60± FT NW OF MAINBUILDINGELEVATION=927.30BENCHMARKSDRAWING INDEXSHEET NO. SHEET TITLEC000 COVER SHEETV100SURVEYV101SURVEYV102SURVEYC100GENERAL NOTESC200DEMO PLANC200 TREE INVENTORY AND PRESERVATION PLANC300 EROSION AND SEDIMENT CONTROL PLAN - PHASE 1C301 EROSION AND SEDIMENT CONTROL PLAN - PHASE 2C400 SITE PLANC401 CROSS SECTIONSC402 TRUCK TURN MOVEMENTSC500 GRADING PLANC501 STORM SEWER PLANC600 UTILITY PLANC700 CIVIL DETAILSC701 CIVIL DETAILSC702 CIVIL DETAILSL100 LANDSCAPE PLANL101 LANDSCAPE ENLARGEMENTL102 LANDSCAPE ENLARGEMENTL103 LANDSCAPE SCHEDULE - TREESL104 LANDSCAPE SCHEDULE - SHRUBS & PERENNIALSL105 LANDSCAPE DETAILSL106 LANDSCAPE DETAILSL107 PHOTMETRIC PLANL108 LIGHTING DETAILSL109 LIGHTING DETAILSDEVELOPERBOLDT HOLDINGS LLC1110 NORTH OLD WORLD STREET, SUITE 160MILWAUKEE, WITELEPHONE: 414-276-4621CONTACT: CHRIS BUDAY $WWDFKPHQW( This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.SHEET NUMBER 2018 KIMLEY-HORN AND ASSOCIATES, INC.767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY-HORN.COMK:\TWC_LDEV\Boldt\arden hills senior living\3 Design\CAD\plansheets\C1.1 SURVEY.dwg December 23, 2020 - 3:57pmBYREVISIONSNo.DATEPRELIMINARY - NOT FOR CONSTRUCTIONPREPARED FORSURVEYV100ARDEN HILLSSENIOR LIVINGNEWPERSPECTIVEARDEN HILLSMNent, ttogether with the concepts and densigLIMMIIINAARY - NOTTTFgns presented herein, as an instrument ofOROOCOOOOOONSTRUCCCTIf service, is cintended only for the specific IOOOOONpurpose aend client for which it was prepapared. Reuse of and improper reliance on tthis document without written authorizatioon and adaptatioan by Kimley-Horn and Asssociates,Inc. shnall be without liabilityy to KKimley-Horn and Associate This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.SHEET NUMBER 2018 KIMLEY-HORN AND ASSOCIATES, INC.767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY-HORN.COMK:\TWC_LDEV\Boldt\arden hills senior living\3 Design\CAD\plansheets\C1.1 SURVEY.dwg December 23, 2020 - 3:57pmBYREVISIONSNo.DATEPRELIMINARY - NOT FOR CONSTRUCTIONPREPARED FORSURVEYV101ARDEN HILLSSENIOR LIVINGNEWPERSPECTIVEARDEN HILLSMNPRELIMINARY - NNOT FOR CONSTRRUCTION This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.SHEET NUMBER 2018 KIMLEY-HORN AND ASSOCIATES, INC.767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY-HORN.COMK:\TWC_LDEV\Boldt\arden hills senior living\3 Design\CAD\plansheets\C1.1 SURVEY.dwg December 23, 2020 - 3:57pmBYREVISIONSNo.DATEPRELIMINARY - NOT FOR CONSTRUCTIONPREPARED FORSURVEYV102ARDEN HILLSSENIOR LIVINGNEWPERSPECTIVEARDEN HILLSMNPRELIMINARY - NNOT FOR CONSTRRUCTION This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.SHEET NUMBER 2018 KIMLEY-HORN AND ASSOCIATES, INC.767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY-HORN.COMK:\TWC_LDEV\Boldt\arden hills senior living\3 Design\CAD\plansheets\C1-GENERAL NOTES.dwg December 23, 2020 - 3:58pmBYREVISIONSNo.DATEPRELIMINARY - NOT FOR CONSTRUCTIONPREPARED FORGENERAL NOTESC100ARDEN HILLSSENIOR LIVINGNEWPERSPECTIVEARDEN HILLSMNGENERAL CONSTRUCTION NOTES1. THE CONTRACTOR AND SUBCONTRACTORS SHALL OBTAIN A COPY OF THE MN DEPARTMENT OFTRANSPORTATION "STANDARD SPECIFICATIONS FOR CONSTRUCTION" (LATEST EDITION) AND BECOMEFAMILIAR WITH THE CONTENTS PRIOR TO COMMENCING WORK, AND, UNLESS OTHERWISE NOTED, ALLWORK SHALL CONFORM AS APPLICABLE TO THESE STANDARDS AND SPECIFICATIONS.2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FURNISHING ALL MATERIAL AND LABOR TO CONSTRUCTTHE FACILITY AS SHOWN AND DESCRIBED IN THE CONSTRUCTION DOCUMENTS IN ACCORDANCE WITH THEAPPROPRIATE APPROVING AUTHORITIES, SPECIFICATIONS AND REQUIREMENTS. CONTRACTOR SHALLCLEAR AND GRUB ALL AREAS UNLESS OTHERWISE INDICATED, REMOVING TREES, STUMPS, ROOTS, MUCK,EXISTING PAVEMENT AND ALL OTHER DELETERIOUS MATERIAL.3. THE EXISTING SUBSURFACE UTILITY INFORMATION IN THIS PLAN IS QUALITY LEVEL "D" UNLESS OTHERWISENOTED. THIS QUALITY LEVEL WAS DETERMINED ACCORDING TO THE GUIDELINES OF CI/ACSE 38/02,ENTITLED STANDARD GUIDELINES FOR THE COLLECTION AND DEPICTION OF SUBSURFACE QUALITY DATABY THE FHA. EXISTING UTILITIES SHOWN ARE LOCATED ACCORDING TO THE INFORMATION AVAILABLE TOTHE ENGINEER AT THE TIME OF THE TOPOGRAPHIC SURVEY AND HAVE NOT BEEN INDEPENDENTLYVERIFIED BY THE OWNER OR THE ENGINEER. GUARANTEE IS NOT MADE THAT ALL EXISTINGUNDERGROUND UTILITIES ARE SHOWN OR THAT THE LOCATION OF THOSE SHOWN ARE ENTIRELYACCURATE. FINDING THE ACTUAL LOCATION OF ANY EXISTING UTILITIES IS THE CONTRACTOR'SRESPONSIBILITY AND SHALL BE DONE BEFORE COMMENCING ANY WORK IN THE VICINITY. FURTHERMORE,THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES DUE TO THECONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES.THE OWNER OR ENGINEER WILL ASSUME NO LIABILITY FOR ANY DAMAGES SUSTAINED OR COST INCURREDBECAUSE OF THE OPERATIONS IN THE VICINITY OF EXISTING UTILITIES OR STRUCTURES, NOR FORTEMPORARY BRACING AND SHORING OF SAME. IF IT IS NECESSARY TO SHORE, BRACE, SWING ORRELOCATE A UTILITY, THE UTILITY COMPANY OR DEPARTMENT AFFECTED SHALL BE CONTACTED ANDTHEIR PERMISSION OBTAINED REGARDING THE METHOD TO USE FOR SUCH WORK.4. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE VARIOUS UTILITY COMPANIES WHICH MAYHAVE BURIED OR AERIAL UTILITIES WITHIN OR NEAR THE CONSTRUCTION AREA BEFORE COMMENCINGWORK. THE CONTRACTOR SHALL PROVIDE 48 HOURS MINIMUM NOTICE TO ALL UTILITY COMPANIESPRIOR TO BEGINNING CONSTRUCTION.5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL REQUIRED CONSTRUCTION PERMITS ANDBONDS IF REQUIRED PRIOR TO CONSTRUCTION.6. THE CONTRACTOR SHALL HAVE AVAILABLE AT THE JOB SITE AT ALL TIMES ONE COPY OF THECONSTRUCTION DOCUMENTS INCLUDING PLANS, SPECIFICATIONS, GEOTECHNICAL REPORT AND SPECIALCONDITIONS AND COPIES OF ANY REQUIRED CONSTRUCTION PERMITS.7. ANY DISCREPANCIES ON THE DRAWINGS SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THEOWNER AND ENGINEER BEFORE COMMENCING WORK. NO FIELD CHANGES OR DEVIATIONS FROM DESIGNARE TO BE MADE WITHOUT PRIOR APPROVAL OF THE OWNER AND NOTIFICATION TO THE ENGINEER.8. ALL COPIES OF COMPACTION, CONCRETE AND OTHER REQUIRED TEST RESULTS ARE TO BE SENT TO THEOWNER DIRECTLY FROM THE TESTING AGENCY.9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DOCUMENTING AND MAINTAINING AS-BUILT INFORMATIONWHICH SHALL BE RECORDED AS CONSTRUCTION PROGRESSES OR AT THE COMPLETION OF APPROPRIATECONSTRUCTION INTERVALS AND SHALL BE RESPONSIBLE FOR PROVIDING AS-BUILT DRAWINGS TO THEOWNER FOR THE PURPOSE OF CERTIFICATION TO JURISDICTIONAL AGENCIES AS REQUIRED. ALL AS-BUILTDATA SHALL BE COLLECTED BY A STATE OF MN PROFESSIONAL LAND SURVEYOR WHOSE SERVICES AREENGAGED BY THE CONTRACTOR.10. ANY WELLS DISCOVERED ON SITE THAT WILL HAVE NO USE MUST BE PLUGGED BY A LICENSED WELLDRILLING CONTRACTOR IN A MANNER APPROVED BY ALL JURISDICTIONAL AGENCIES. CONTRACTOR SHALLBE RESPONSIBLE FOR OBTAINING ANY WELL ABANDONMENT PERMITS REQUIRED.11. ANY WELL DISCOVERED DURING EARTH MOVING OR EXCAVATION SHALL BE REPORTED TO THEAPPROPRIATE JURISDICTIONAL AGENCIES WITHIN 24 HOURS AFTER DISCOVERY IS MADE.12. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THAT THE PROPOSED IMPROVEMENTS SHOWNON THE PLANS DO NOT CONFLICT WITH ANY KNOWN EXISTING OR OTHER PROPOSED IMPROVEMENTS. IFANY CONFLICTS ARE DISCOVERED, THE CONTRACTOR SHALL NOTIFY THE OWNER PRIOR TO INSTALLATIONOF ANY PORTION OF THE SITE WORK THAT WOULD BE AFFECTED. FAILURE TO NOTIFY OWNER OF ANIDENTIFIABLE CONFLICT PRIOR TO PROCEEDING WITH INSTALLATION RELIEVES OWNER OF ANYOBLIGATION TO PAY FOR A RELATED CHANGE ORDER.13. SHOULD CONTRACTOR ENCOUNTER ANY DEBRIS LADEN SOIL, STRUCTURES NOT IDENTIFIED IN THEDOCUMENTS, OR OTHER SOURCE OF POTENTIAL CONTAMINATION, THEY SHALL IMMEDIATELY CONTACTTHE ENGINEER AND OWNER.TYPICAL OWNER/ENGINEER OBSERVATIONSCONTRACTOR SHALL NOTIFY OWNER AND/OR ENGINEER 48 HOURS IN ADVANCE OF THEFOLLOWING ACTIVITIES:- PRE-CONSTRUCTION MEETING, SUBGRADE PREPARATION, BASE INSTALLATIONASPHALT INSTALLATION, UNDERGROUND PIPING AND UTILITIES INSTALLATION,INSTALLATION OF STRUCTURES, CHECK VALVES, HYDRANTS, METERS, ETC., SIDEWALKINSTALLATION, CONNECTIONS TO WATER AND SEWER MAINS, TESTS OF UTILITIES3RD PARTY TEST REPORTS REQ'DTEST REPORTS REQUIRED FOR CLOSE OUT INCLUDE, BUT ARE NOT LIMITED TO:- DENSITY TEST REPORTS- BACTERIOLOGICAL TESTS OF WATER SYSTEM- PRESSURE TEST OF WATER/SEWER- LEAK TESTS ON SEWER SYSTEM AND GREASE TRAPS- ANY OTHER TESTING REQUIRED BY THE AGENCY/MUNICIPALITYWATER STORM SEWER & SANITARY SEWER NOTES1. THE CONTRACTOR SHALL CONSTRUCT GRAVITY SEWER LATERALS, MANHOLES, GRAVITY SEWER LINES,AND DOMESTIC WATER AND FIRE PROTECTION SYSTEM AS SHOWN ON THESE PLANS. THE CONTRACTORSHALL FURNISH ALL NECESSARY MATERIALS, EQUIPMENT, MACHINERY, TOOLS, MEANS OFTRANSPORTATION AND LABOR NECESSARY TO COMPLETE THE WORK IN FULL AND COMPLETEACCORDANCE WITH THE SHOWN, DESCRIBED AND REASONABLY INTENDED REQUIREMENTS OF THECONTRACT DOCUMENTS AND JURISDICTIONAL AGENCY REQUIREMENTS. IN THE EVENT THAT THECONTRACT DOCUMENTS AND THE JURISDICTIONAL AGENCY REQUIREMENTS ARE NOT IN AGREEMENT, THEMOST STRINGENT SHALL GOVERN.2. ALL EXISTING UNDERGROUND UTILITY LOCATIONS SHOWN ARE APPROXIMATE. THE CONTRACTOR SHALLCOMPLY WITH ALL REQUIREMENTS FOR UTILITY LOCATION AND COORDINATION IN ACCORDANCE WITH THENOTES CONTAINED IN THE GENERAL CONSTRUCTION SECTION OF THIS SHEET.3. THE CONTRACTOR SHALL RESTORE ALL DISTURBED VEGETATION IN KIND, UNLESS SHOWN OTHERWISE.4. DEFLECTION OF PIPE JOINTS AND CURVATURE OF PIPE SHALL NOT EXCEED THE MANUFACTURER'SSPECIFICATIONS. SECURELY CLOSE ALL OPEN ENDS OF PIPE AND FITTINGS WITH A WATERTIGHT PLUGWHEN WORK IS NOT IN PROGRESS. THE INTERIOR OF ALL PIPES SHALL BE CLEAN AND JOINT SURFACESWIPED CLEAN AND DRY AFTER THE PIPE HAS BEEN LOWERED INTO THE TRENCH. VALVES SHALL BEPLUMB AND LOCATED ACCORDING TO THE PLANS.5. ALL PIPE AND FITTINGS SHALL BE CAREFULLY STORED FOLLOWING MANUFACTURER'SRECOMMENDATIONS. CARE SHALL BE TAKEN TO AVOID DAMAGE TO THE COATING OR LINING IN ANY D.I.PIPE FITTINGS. ANY PIPE OR FITTING WHICH IS DAMAGED OR WHICH HAS FLAWS OR IMPERFECTIONSWHICH, IN THE OPINION OF THE ENGINEER OR OWNER, RENDERS IT UNFIT FOR USE, SHALL NOT BE USED.ANY PIPE NOT SATISFACTORY FOR USE SHALL BE CLEARLY MARKED AND IMMEDIATELY REMOVED FROMTHE JOB SITE, AND SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE.6. WATER FOR FIRE FIGHTING SHALL BE MADE AVAILABLE FOR USE BY THE CONTRACTOR PRIOR TOCOMBUSTIBLES BEING BROUGHT ON SITE.7. ALL UTILITY AND STORM DRAIN TRENCHES LOCATED UNDER AREAS TO RECEIVE PAVING SHALL BECOMPLETELY BACK FILLED IN ACCORDANCE WITH THE GOVERNING JURISDICTIONAL AGENCY'SSPECIFICATIONS. IN THE EVENT THAT THE CONTRACT DOCUMENTS AND THE JURISDICTIONAL AGENCYREQUIREMENTS ARE NOT IN AGREEMENT, THE MOST STRINGENT SHALL GOVERN.8. UNDERGROUND LINES SHALL BE SURVEYED BY A STATE OF MN PROFESSIONAL LAND SURVEYOR PRIORTO BACK FILLING.9. CONTRACTOR SHALL PERFORM, AT HIS OWN EXPENSE, ANY AND ALL TESTS REQUIRED BY THESPECIFICATIONS AND/OR ANY AGENCY HAVING JURISDICTION. THESE TESTS MAY INCLUDE, BUT MAY NOTBE LIMITED TO, INFILTRATION AND EXFILTRATION, TELEVISION INSPECTION AND A MANDREL TEST ONGRAVITY SEWER. A COPY OF THE TEST RESULTS SHALL BE PROVIDED TO THE UTILITY PROVIDER, OWNERAND JURISDICTIONAL AGENCY AS REQUIRED.10. CONTRACTOR SHALL PROVIDE FOR A MINIMUM HORIZONTAL CLEARANCE OF 10' AND A VERTICALCLEARANCE OF 18" BETWEEN WATER AND SANITARY SEWER MANHOLES AND LINES.11. IF ANY EXISTING STRUCTURES TO REMAIN ARE DAMAGED DURING CONSTRUCTION IT SHALL BE THECONTRACTORS RESPONSIBILITY TO REPAIR AND/OR REPLACE THE EXISTING STRUCTURE AS NECESSARYTO RETURN IT TO EXISTING CONDITIONS OR BETTER.12. ALL STORM PIPE ENTERING STRUCTURES SHALL BE GROUTED TO ASSURE CONNECTION AT STRUCTURE ISWATERTIGHT UNLESS OTHERWISE STATED BY CITY AND STATE DESIGN STANDARDS AND SPECIFICATIONS.13. UNLESS OTHERWISE STATED IN CITY AND STATE DESIGN STANDARDS AND SPECIFICATIONS, ALL STORMSEWER MANHOLES IN PAVED AREAS SHALL BE FLUSH WITH PAVEMENT, AND SHALL HAVE TRAFFICBEARING RING & COVERS. MANHOLES IN UNPAVED AREAS SHALL BE 6" ABOVE FINISH GRADE. LIDS SHALLBE LABELED "STORM SEWER". EXISTING CASTINGS AND STRUCTURES WITHIN PROJECT LIMITS SHALL BEADJUSTED TO MEET THESE CONDITIONS AND THE PROPOSED FINISHED GRADE.14. TOPOGRAPHIC INFORMATION IS TAKEN FROM A TOPOGRAPHIC SURVEY BY LAND SURVEYORS. IF THECONTRACTOR DOES NOT ACCEPT EXISTING TOPOGRAPHY AS SHOWN ON THE PLANS, WITHOUTEXCEPTION, THEN THE CONTRACTOR SHALL SUPPLY, AT THEIR EXPENSE, A TOPOGRAPHIC SURVEY BY AREGISTERED LAND SURVEYOR TO THE OWNER FOR REVIEW.15. CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE GOVERNING CODES AND BE CONSTRUCTED TOSAME.16. ALL STORM STRUCTURES SHALL HAVE A SMOOTH UNIFORM POURED MORTAR FROM INVERT IN TO INVERTOUT.17. ROOF DRAINS SHALL BE CONNECTED TO STORM SEWER BY PREFABRICATED WYES OR AT STORMSTRUCTURES. ROOF DRAINS AND TRUCK WELL DRAIN SHALL RUN AT A MINIMUM 1% SLOPE, UNLESSNOTED OTHERWISE, AND TIE IN AT THE CENTERLINE OF THE STORM MAIN.18. ALL ROOF AND SANITARY SEWER DRAINS SHALL BE INSULATED IF 7' OF COVER CANNOT BE PROVIDED.19. THE CONTRACTOR SHALL PROTECT EXISTING UNDERGROUND UTILITIES AND APPURTENANCES THAT ARETO REMAIN FROM DAMAGE DURING CONSTRUCTION OPERATIONS.20. THE LOCATION OF EXISTING UTILITIES, STORM DRAINAGE STRUCTURES AND OTHER ABOVE ANDBELOW-GRADE IMPROVEMENTS ARE APPROXIMATE AS SHOWN. IT IS THE CONTRACTOR'S RESPONSIBILITYTO DETERMINE THE EXACT LOCATION, SIZE AND INVERT ELEVATIONS OF EACH PRIOR TO THE START OFCONSTRUCTION.21. A MINIMUM OF 5' SEPARATION IS REQUIRED BETWEEN UTILITIES AND TREES UNLESS A ROOT BARRIER ISUTILIZED.22. GAS, PHONE AND ELECTRIC SERVICES SHOWN FOR INFORMATIONAL PURPOSES ONLY. DRY UTILITYCOMPANIES MAY ALTER THE DESIGN LAYOUT DURING THEIR REVIEW. CONTRACTOR TO COORDINATEFINAL DESIGN AND INSTALLATION WITH UTILITY COMPANIES.23. COORDINATE UTILITY INSTALLATION WITH IRRIGATION DESIGN AND INSTALLATION.24. ALL DIMENSIONS ARE TO FLOW LINE OF CURB UNLESS OTHERWISE NOTED. PERIMETER WALL DIMENSIONSARE TO INSIDE WALL FACE. REFERENCE ARCHITECTURAL PLANS FOR EXACT WALL WIDTH ANDSPECIFICATIONS.25. REFERENCE ARCHITECTURAL PLANS (BY OTHERS). FOR EXACT BUILDING DIMENSIONS, AND MATERIALSSPECIFICATIONS.26. REFERENCE M.E.P. PLANS (BY OTHERS) FOR MECHANICAL EQUIPMENT DIMENSIONS AND SPECIFICATIONS.27. CONTRACTOR SHALL REFERENCE STRUCTURAL PLANS (BY OTHERS) FOR MECHANICAL EQUIPMENTDIMENSIONS AND PAD PREPARATION SPECIFICATIONS.28. CONTRACTOR SHALL REFERENCE M.E.P PLANS (BY OTHERS) FOR LIGHT POLE WIRING.GRADING AND DRAINAGE NOTES1. GENERAL CONTRACTOR AND ALL SUBCONTRACTORS SHALL VERIFY THE SUITABILITY OF ALL EXISTING ANDPROPOSED SITE CONDITIONS INCLUDING GRADES AND DIMENSIONS BEFORE START OF CONSTRUCTION.THE ENGINEER SHALL BE NOTIFIED IMMEDIATELY OF ANY DISCREPANCIES.2. THE CONTRACTOR SHALL GRADE THE SITE TO THE ELEVATIONS INDICATED AND SHALL ADJUST BMP'S ASNECESSARY AND REGRADE WASHOUTS WHERE THEY OCCUR AFTER EVERY RAINFALL UNTIL A GRASSSTAND IS WELL ESTABLISHED OR ADEQUATE STABILIZATION OCCURS.3. CONTRACTOR SHALL ENSURE THERE IS POSITIVE DRAINAGE FROM THE PROPOSED BUILDINGS SO THATSURFACE RUNOFF WILL DRAIN BY GRAVITY TO NEW OR EXISTING DRAINAGE OUTLETS. CONTRACTORSHALL ENSURE NO PONDING OCCURS IN PAVED AREAS AND SHALL NOTIFY ENGINEER IF ANY GRADINGDISCREPANCIES ARE FOUND IN THE EXISTING AND PROPOSED GRADES PRIOR TO PLACEMENT OFPAVEMENT OR UTILITIES.4. CONTRACTOR SHALL PROTECT ALL MANHOLE COVERS, VALVE COVERS, VAULT LIDS, FIRE HYDRANTS,POWER POLES, GUY WIRES, AND TELEPHONE BOXES THAT ARE TO REMAIN IN PLACE AND UNDISTURBEDDURING CONSTRUCTION. EXISTING CASTINGS AND STRUCTURES TO REMAIN SHALL BE ADJUSTED TOMATCH THE PROPOSED FINISHED GRADES.5. BACKFILL FOR UTILITY LINES SHALL BE PLACED PER DETAILS, STANDARDS, AND SPECIFICATIONS SO THATTHE UTILITY WILL BE STABLE. WHERE UTILITY LINES CROSS THE PARKING LOT, THE TOP 6 INCHES SHALLBE COMPACTED SIMILARLY TO THE REMAINDER OF THE LOT. UTILITY DITCHES SHALL BE VISUALLYINSPECTED DURING THE EXCAVATION PROCESS TO ENSURE THAT UNDESIRABLE FILL IS NOT USED.6. CONTRACTOR IS RESPONSIBLE FOR THE REMOVAL AND REPLACEMENT OF 4" OF TOPSOIL AT COMPLETIONOF WORK. ALL UNPAVED AREAS IN EXISTING RIGHTS-OF-WAY DISTURBED BY CONSTRUCTION SHALL BEREGRADED AND SODDED.7. AFTER PLACEMENT OF SUBGRADE AND PRIOR TO PLACEMENT OF PAVEMENT, CONTRACTOR SHALL TESTAND OBSERVE PAVEMENT AREAS FOR EVIDENCE OF PONDING. ALL AREAS SHALL ADEQUATELY DRAINTOWARDS THE INTENDED STRUCTURE TO CONVEY STORM RUNOFF. CONTRACTOR SHALL IMMEDIATELYNOTIFY OWNER AND ENGINEER IF ANY DISCREPANCIES ARE DISCOVERED.8. WHERE EXISTING PAVEMENT IS INDICATED TO BE REMOVED AND REPLACED, THE CONTRACTOR SHALLSAW CUT FULL DEPTH FOR A SMOOTH AND STRAIGHT JOINT AND REPLACE THE PAVEMENT WITH THE SAMETYPE AND DEPTH OF MATERIAL AS EXISTING OR AS INDICATED.9. THE CONTRACTOR SHALL INSTALL PROTECTION OVER ALL DRAINAGE STRUCTURES FOR THE DURATION OFCONSTRUCTION AND UNTIL ACCEPTANCE OF THE PROJECT BY THE OWNER. ALL DRAINAGE STRUCTURESSHALL BE CLEANED OF DEBRIS AS REQUIRED DURING AND AT THE END OF CONSTRUCTION TO PROVIDEPOSITIVE DRAINAGE FLOWS.10. IF DEWATERING IS REQUIRED, THE CONTRACTOR SHALL OBTAIN ANY APPLICABLE REQUIRED PERMITS.THE CONTRACTOR IS TO COORDINATE WITH THE OWNER AND THE DESIGN ENGINEER PRIOR TO ANYEXCAVATION.11. FIELD DENSITY TESTS SHALL BE TAKEN AT INTERVALS IN ACCORDANCE WITH THE LOCAL JURISDICTIONALAGENCY OR TO MN/DOT STANDARDS. IN THE EVENT THAT THE CONTRACT DOCUMENTS AND THEJURISDICTIONAL AGENCY REQUIREMENTS ARE NOT IN AGREEMENT, THE MOST STRINGENT SHALLGOVERN.12. ALL SLOPES AND AREAS DISTURBED BY CONSTRUCTION SHALL BE GRADED AS PER PLANS. THE AREASSHALL THEN BE SODDED OR SEEDED AS SPECIFIED IN THE PLANS, FERTILIZED, MULCHED, WATERED ANDMAINTAINED UNTIL HARDY GRASS GROWTH IS ESTABLISHED IN ALL AREAS. ANY AREAS DISTURBED FORANY REASON PRIOR TO FINAL ACCEPTANCE OF THE JOB SHALL BE CORRECTED BY THE CONTRACTOR ATNO ADDITIONAL COST TO THE OWNER. ALL EARTHEN AREAS WILL BE SODDED OR SEEDED AND MULCHEDAS SHOWN ON THE LANDSCAPING PLAN.13. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CONTROL OF DUST AND DIRT RISING ANDSCATTERING IN THE AIR DURING CONSTRUCTION AND SHALL PROVIDE WATER SPRINKLING OR OTHERSUITABLE METHODS OF CONTROL. THE CONTRACTOR SHALL COMPLY WITH ALL GOVERNINGREGULATIONS PERTAINING TO ENVIRONMENTAL PROTECTION.14. SOD, WHERE CALLED FOR, MUST BE INSTALLED AND MAINTAINED ON EXPOSED SLOPES WITHIN 48 HOURSOF COMPLETING FINAL GRADING, AND AT ANY OTHER TIME AS NECESSARY, TO PREVENT EROSION,SEDIMENTATION OR TURBID DISCHARGES.15. THE CONTRACTOR SHALL ENSURE THAT LANDSCAPE ISLAND PLANTING AREAS AND OTHER PLANTINGAREAS ARE NOT COMPACTED AND DO NOT CONTAIN ROAD BASE MATERIALS. THE CONTRACTOR SHALLALSO EXCAVATE AND REMOVE ALL UNDESIRABLE MATERIAL FROM ALL AREAS ON THE SITE TO BE PLANTEDAND PROPERLY DISPOSED OF IN A LEGAL MANNER.16. THE CONTRACTOR SHALL INSTALL ALL UNDERGROUND STORM WATER PIPING PER MANUFACTURER'SRECOMMENDATIONS AND MN/DOT SPECIFICATION.17. ALL CONCRETE/ASPHALT SHALL BE INSTALLED PER GEOTECH REPORT, CITY OF ARDEN HILLS AND MN/DOTSPECIFICATIONS.18. SPOT ELEVATIONS ARE TO FLOWLINE OF CURB UNLESS OTHERWISE NOTED.19. LIMITS OF CONSTRUCTION ARE TO THE PROPERTY LINE UNLESS OTHERWISE SPECIFIED ON THE PLAN.20. IMMEDIATELY REPORT TO THE OWNER ANY DISCREPANCIES FOUND BETWEEN ACTUAL FIELD CONDITIONSAND CONSTRUCTION DOCUMENTS.21. THE CONTRACTOR IS RESPONSIBLE FOR LOCATING AND PROTECTING EXISTING UTILITIES, AND SHALLREPAIR ALL DAMAGE TO EXISTING UTILITIES THAT OCCUR DURING CONSTRUCTION WITHOUTCOMPENSATION.22. BLEND NEW EARTHWORK SMOOTHLY TO TRANSITION BACK TO EXISTING GRADE.23. ALL PROPOSED GRADES ONSITE SHALL BE 3:1 OR FLATTER UNLESS OTHERWISE INDICATED ON THE PLANS.ANY SLOPES STEEPER THAN 4:1 REQUIRE EROSION AND SEDIMENT CONTROL BLANKET.24. ADHERE TO ALL TERMS AND CONDITIONS AS NECESSARY IN THE GENERAL N.P.D.E.S. PERMIT ANDSTORMWATER POLLUTION PREVENTION PLAN FOR STORMWATER DISCHARGE ASSOCIATED WITHCONSTRUCTION ACTIVITIES.25. ADJUST AND/OR CUT EXISTING PAVEMENT AS NECESSARY TO ASSURE A SMOOTH FIT AND CONTINUOUSGRADE.26. CONTRACTOR SHALL ENSURE MINIMUM GRADES ARE MET WITHIN PAVED AREAS, 1.2% FOR ASPHALTPAVING AND 0.6% FOR CONCRETE PAVING.EROSION CONTROL NOTES1. THE STORM WATER POLLUTION PREVENTION PLAN ("SWPPP") IS COMPRISED OF THE EROSION CONTROLPLAN, THE STANDARD DETAILS, THE PLAN NARRATIVE, ATTACHMENTS INCLUDED IN THE SPECIFICATIONSOF THE SWPPP, PLUS THE PERMIT AND ALL SUBSEQUENT REPORTS AND RELATED DOCUMENTS.2. ALL CONTRACTORS AND SUBCONTRACTORS INVOLVED WITH STORM WATER POLLUTION PREVENTIONSHALL OBTAIN A COPY OF THE STORM WATER POLLUTION PREVENTION PLAN AND THE STATE OF MNNATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM GENERAL PERMIT (NPDES PERMIT) AND BECOMEFAMILIAR WITH THEIR CONTENTS.3. BEST MANAGEMENT PRACTICES (BMP'S) AND CONTROLS SHALL CONFORM TO FEDERAL, STATE, OR LOCALREQUIREMENTS OR MANUAL OF PRACTICE, AS APPLICABLE. THE CONTRACTOR SHALL IMPLEMENTADDITIONAL CONTROLS AS DIRECTED BY THE PERMITTING AGENCY OR OWNER.4. SITE ENTRY AND EXIT LOCATIONS SHALL BE MAINTAINED IN A CONDITION THAT WILL PREVENT THETRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC ROADWAYS. ALL SEDIMENT SPILLED, DROPPED,WASHED, OR TRACKED ON A PUBLIC ROADWAY MUST BE REMOVED IMMEDIATELY. WHEN WASHING ISREQUIRED TO REMOVE SEDIMENT PRIOR TO ENTRANCE ONTO A PUBLIC ROADWAY, IT SHALL BE DONE INAN AREA STABILIZED WITH CRUSHED STONE WHICH DRAINS INTO AN APPROVED SEDIMENT BASIN. ALLFINES IMPOSED FOR DISCHARGING SEDIMENT ONTO PUBLIC AREAS SHALL BE PAID BY THE CONTRACTOR.5. TEMPORARY SEEDING OR OTHER APPROVED METHODS OF STABILIZATION SHALL BE INITIATED WITHIN 7DAYS OF THE LAST DISTURBANCE ON ANY AREA OF THE SITE.6. THE CONTRACTOR SHALL MINIMIZE CLEARING TO THE MAXIMUM EXTENT PRACTICAL OR AS REQUIRED BYTHE GENERAL PERMIT.7. CONTRACTOR SHALL DENOTE ON PLAN THE TEMPORARY PARKING AND STORAGE AREA WHICH SHALLALSO BE USED AS THE EQUIPMENT MAINTENANCE AND CLEANING AREA, EMPLOYEE PARKING AREA, ANDAREA FOR LOCATING PORTABLE FACILITIES, OFFICE TRAILERS, AND TOILET FACILITIES.8. ALL WASH WATER (CONCRETE TRUCKS, VEHICLE CLEANING, EQUIPMENT CLEANING, ETC.) SHALL BEDETAINED AND PROPERLY TREATED OR DISPOSED.9. SUFFICIENT OIL AND GREASE ABSORBING MATERIALS AND FLOTATION BOOMS SHALL BE MAINTAINED ONSITE OR READILY AVAILABLE TO CONTAIN AND CLEAN-UP FUEL OR CHEMICAL SPILLS AND LEAKS.10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DUST CONTROL ON SITE. THE USE OF MOTOR OILS ANDOTHER PETROLEUM BASED OR TOXIC LIQUIDS FOR DUST SUPPRESSION OPERATIONS IS PROHIBITED.11. RUBBISH, TRASH, GARBAGE, LITTER, OR OTHER SUCH MATERIALS SHALL BE DEPOSITED INTO SEALEDCONTAINERS. MATERIALS SHALL BE PREVENTED FROM LEAVING THE PREMISES THROUGH THE ACTION OFWIND OR STORM WATER DISCHARGE INTO DRAINAGE DITCHES OR WATERS OF THE STATE.12. ALL STORM WATER POLLUTION PREVENTION MEASURES PRESENTED ON THE PLAN SHALL BE INITIATED ASSOON AS IS PRACTICABLE.13. ALL STAGING AREAS, STOCKPILES, SPOILS, ETC. SHALL BE LOCATED SUCH THAT THEY WILL NOTADVERSELY AFFECT STORM WATER QUALITY. OTHERWISE, COVERING OR ENCIRCLING THESE AREAS WITHSOME PROTECTIVE MEASURE WILL BE NECESSARY.14. CONTRACTOR SHALL BE RESPONSIBLE FOR RE-ESTABLISHING ANY EROSION CONTROL DEVICE WHICHTHEY DISTURB. EACH CONTRACTOR SHALL NOTIFY THE OWNER'S REPRESENTATIVE OF ANY DEFICIENCIESIN THE ESTABLISHED EROSION CONTROL MEASURES THAT MAY LEAD TO UNAUTHORIZED DISCHARGE ORSTORM WATER POLLUTION, SEDIMENTATION, OR OTHER POLLUTANTS. UNAUTHORIZED POLLUTANTSINCLUDE (BUT ARE NOT LIMITED TO) EXCESS CONCRETE DUMPING OR CONCRETE RESIDUE, PAINTS,SOLVENTS, GREASES, FUEL AND LUBRICANT OIL, PESTICIDES, AND ANY SOLID WASTE MATERIALS.15. EROSION CONTROL DEVICES SHOWN ON THESE PLANS SHALL BE INSTALLED PRIOR TO THE START OFLAND-DISTURBING ACTIVITIES ON THE PROJECT.16. ALL EROSION CONTROL DEVICES ARE TO BE INSTALLED IN ACCORDANCE WITH THE APPROVED PLANS ANDSPECIFICATIONS FOR THIS PROJECT. CHANGES ARE TO BE APPROVED BEFORE CONSTRUCTION BY THEDESIGN ENGINEER AND THE CITY OF ARDEN HILLS ENGINEERING DIVISION.17. IF THE EROSION CONTROL PLAN AS APPROVED CANNOT CONTROL EROSION AND OFF-SITESEDIMENTATION FROM THE PROJECT, THE EROSION CONTROL PLAN WILL HAVE TO BE REVISED AND/ORADDITIONAL EROSION CONTROL DEVICES WILL BE REQUIRED ON SITE. ANY REVISIONS TO THE EROSIONCONTROL PLAN MADE BY THE CONTRACTOR MUST BE APPROVED BY THE ENGINEER.EROSION CONTROL MAINTENANCEALL MEASURES STATED ON THE EROSION AND SEDIMENT CONTROL PLAN, AND IN THE STORM WATERPOLLUTION PREVENTION PLAN, SHALL BE MAINTAINED IN FULLY FUNCTIONAL CONDITION AS REQUIRED BY ALLJURISDICTIONS UNTIL NO LONGER REQUIRED FOR A COMPLETED PHASE OF WORK OR FINAL STABILIZATION OFTHE SITE. ALL EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE CHECKED BY A CERTIFIEDPERSON AT LEAST ONCE EVERY 7 CALENDAR DAYS AND WITHIN 24 HOURS OF THE END OF A 0.5" RAINFALLEVENT, AND CLEANED AND REPAIRED IN ACCORDANCE WITH THE FOLLOWING:INLET PROTECTION DEVICES AND BARRIERS SHALL BE REPAIRED OR REPLACED IF THEY SHOW SIGNS OFUNDERMINING, OR DETERIORATION.1. ALL SEEDED AREAS SHALL BE CHECKED REGULARLY TO SEE THAT A GOOD STAND IS MAINTAINED. AREASSHOULD BE FERTILIZED, WATERED AND RESEEDED AS NEEDED. FOR MAINTENANCE REQUIREMENTSREFER TO THE STANDARD SPECIFICATIONS.2. SILT FENCES SHALL BE REPAIRED TO THEIR ORIGINAL CONDITIONS IF DAMAGED. SEDIMENT SHALL BEREMOVED FROM THE SILT FENCES WHEN IT REACHES ONE-THIRD THE HEIGHT OF THE SILT FENCE.3. THE CONSTRUCTION ENTRANCE(S) SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENTTRACKING OR FLOW OF MUD ONTO PUBLIC RIGHTS-OF-WAY. THIS MAY REQUIRE PERIODIC TOP DRESSINGOF THE CONSTRUCTION ENTRANCES AS CONDITIONS DEMAND.4. THE TEMPORARY PARKING AND STORAGE AREA SHALL BE KEPT IN GOOD CONDITION (SUITABLE FORPARKING AND STORAGE). THIS MAY REQUIRE PERIODIC TOP DRESSING OF THE TEMPORARY PARKING ASCONDITIONS DEMAND.5. ALL MAINTENANCE OPERATIONS SHALL BE DONE IN A TIMELY MANNER BUT IN NO CASE LATER THAN 2CALENDAR DAYS FOLLOWING THE INSPECTION.PAVING AND STRIPING NOTES1. ALL PAVING, CONSTRUCTION, MATERIALS, AND WORKMANSHIP WITHIN JURISDICTION'S RIGHT-OF-WAYSHALL BE IN ACCORDANCE WITH LOCAL OR COUNTY SPECIFICATIONS AND STANDARDS (LATEST EDITION)OR MN/DOT SPECIFICATIONS AND STANDARDS (LATEST EDITION) IF NOT COVERED BY LOCAL OR COUNTYREGULATIONS.2. ALL SIGNS, PAVEMENT MARKINGS, AND OTHER TRAFFIC CONTROL DEVICES SHALL CONFORM TO MANUALON UNIFORM TRAFFIC CONTROL DEVICES (M.U.T.C.D) AND CITY STANDARDS.3. CONTRACTOR SHALL FURNISH ALL PAVEMENT MARKINGS FOR FIRE LANES, ROADWAY LANES, PARKINGSTALLS, ACCESSIBLE PARKING SYMBOLS, ACCESS AISLES, STOP BARS AND SIGNS, AND MISCELLANEOUSSTRIPING WITHIN THE PARKING LOT AS SHOWN ON THE PLANS.4. ALL EXPANSION JOINTS SHALL EXTEND THROUGH THE CURB.5. THE MINIMUM LENGTH OF OFFSET JOINTS AT RADIUS POINTS SHALL BE 2 FEET.6. ALL JOINTS, INCLUDING EXPANSION JOINTS WITH REMOVABLE TACK STRIPS, SHALL BE SEALED WITH JOINTSEALANT.7. THE MATERIALS AND PROPERTIES OF ALL CONCRETE SHALL MEET THE APPLICABLE REQUIREMENTS INTHE A.C.I. (AMERICAN CONCRETE INSTITUTE) MANUAL OF CONCRETE PRACTICE.8. CONTRACTOR SHALL APPLY A SECOND COATING OVER ALL PAVEMENT MARKINGS PRIOR TO ACCEPTANCEBY OWNER FOLLOWED BY A COAT OF GLASS BEADS AS APPLICABLE PER THE PROJECT DOCUMENTS.9. ANY EXISTING PAVEMENT, CURBS AND/OR SIDEWALKS DAMAGED OR REMOVED WILL BE REPAIRED BY THECONTRACTOR AT HIS EXPENSE TO THE SATISFACTION OF THE ENGINEER AND OWNER.10. BEFORE PLACING PAVEMENT, CONTRACTOR SHALL VERIFY SUITABLE ACCESSIBLE ROUTES (PER A.D.A).GRADING FOR ALL SIDEWALKS AND ACCESSIBLE ROUTES INCLUDING CROSSING DRIVEWAYS SHALLCONFORM TO CURRENT ADA STATE/NATIONAL STANDARDS. IN NO CASE SHALL ACCESSIBLE RAMP SLOPESEXCEED 1 VERTICAL TO 12 HORIZONTAL. IN NO CASE SHALL SIDEWALK CROSS SLOPES EXCEED 2% . IN NOCASE SHALL LONGITUDINAL SIDEWALK SLOPES EXCEED 5%. IN NO CASE SHALL ACCESSIBLE PARKINGSTALLS OR AISLES EXCEED 2% (1.5% TARGET) IN ALL DIRECTIONS. SIDEWALK ACCESS TO EXTERNALBUILDING DOORS AND GATES SHALL BE ADA COMPLIANT. CONTRACTOR SHALL NOTIFY ENGINEERIMMEDIATELY IF ADA CRITERIA CANNOT BE MET IN ANY LOCATION PRIOR TO PAVING. NO CONTRACTORCHANGE ORDERS WILL BE ACCEPTED FOR A.D.A COMPLIANCE ISSUES.11. MAXIMUM JOINT SPACING IS TWICE THE DEPTH OF THE CONCRETE PAVEMENT IN FEET.REFER TO GEOTECHNICAL REPORT NO. 20-22178AMERICAN ENGINEERING TESTING, INCARDEN HILLS, MNDATED JUNE 2, 2020 WETLAND TO REMAIN,PROTECT FROM DAMAGELTYP.LTYP.LTYP.GGBGTYP.TYP.EXISTING STORMWATERMANAGEMENT AREAP R I V A T E D R I V ESNELLING AVE./COUNTY RD. E RAMPRRThis document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.SHEET NUMBER 2018 KIMLEY-HORN AND ASSOCIATES, INC.767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY-HORN.COMK:\TWC_LDEV\Boldt\arden hills senior living\3 Design\CAD\plansheets\C2-DEMO PLAN.dwg December 23, 2020 - 3:58pmBYREVISIONSNo.DATEPRELIMINARY - NOT FOR CONSTRUCTIONPREPARED FORDEMO PLANC200ARDEN HILLSSENIOR LIVINGNEWPERSPECTIVEARDEN HILLSMN1. THE CONTRACTOR IS RESPONSIBLE FOR THE DEMOLITION, REMOVAL, AND DISPOSAL (IN A LOCATIONAPPROVED BY ALL GOVERNING AUTHORITIES) ALL STRUCTURES, PADS, WALLS, FLUMES, FOUNDATIONS,PARKING, DRIVES, DRAINAGE STRUCTURES, UTILITIES, ETC. SUCH THAT THE IMPROVEMENTS ON THEPLANS CAN BE CONSTRUCTED. ALL FACILITIES TO BE REMOVED SHALL BE UNDERCUT TO SUITABLEMATERIAL AND BROUGHT TO GRADE WITH SUITABLE COMPACTED FILL MATERIAL PER THE PROJECTDOCUMENTS.2. THE CONTRACTOR IS RESPONSIBLE FOR REMOVING ALL DEBRIS FROM THE SITE AND DISPOSING THEDEBRIS IN A LAWFUL MANNER. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL PERMITSREQUIRED FOR DEMOLITION AND DISPOSAL. CONTRACTOR SHALL PROVIDE COPIES OF THE PERMIT ANDRECEIPTS OF DISPOSAL OF MATERIALS TO THE OWNER AND OWNERS REPRESENTATIVE.3. THE CONTRACTOR SHALL MAINTAIN ALL UTILITY SERVICES TO ADJACENT PROPERTIES AT ALL TIMES.UTILITY SERVICES SHALL NOT BE INTERRUPTED WITHOUT APPROVAL FROM THE CONSTRUCTIONMANAGER AND COORDINATION WITH THE ADJACENT PROPERTIES AND/OR THE CITY.4. THE CONTRACTOR SHALL COORDINATE WITH RESPECTIVE UTILITY COMPANIES PRIOR TO THE REMOVALAND/OR RELOCATION OF UTILITIES. THE CONTRACTOR SHALL COORDINATE WITH THE UTILITY COMPANYCONCERNING PORTIONS OF WORK WHICH MAY BE PERFORMED BY THE UTILITY COMPANY'S FORCESAND ANY FEES WHICH ARE TO BE PAID TO THE UTILITY COMPANY FOR THEIR SERVICES. THECONTRACTOR IS RESPONSIBLE FOR PAYING ALL FEES AND CHARGES.5. THE LOCATIONS OF ALL EXISTING UTILITIES SHOWN ON THE PLAN HAVE BEEN DETERMINED FROM THEBEST INFORMATION AVAILABLE AND ARE GIVEN FOR THE CONVENIENCE OF THE CONTRACTOR. THEENGINEER ASSUMES NO RESPONSIBILITY FOR THEIR ACCURACY. PRIOR TO THE START OF ANYDEMOLITION ACTIVITY, THE CONTRACTOR SHALL NOTIFY THE UTILITY COMPANIES FOR LOCATIONS OFEXISTING UTILITIES WITHIN ALL AREAS OF PROPOSED WORK.6. ALL EXISTING SEWERS, PIPING AND UTILITIES SHOWN ARE NOT TO BE INTERPRETED AS THE EXACTLOCATION, OR AS ANY OBSTACLES THAT MAY OCCUR ON THE SITE. VERIFY EXISTING CONDITIONS ANDPROCEED WITH CAUTION AROUND ANY ANTICIPATED FEATURES. GIVE NOTICE TO ALL UTILITYCOMPANIES REGARDING DESTRUCTION AND REMOVAL OF ALL SERVICE LINES AND CAP ALL LINESBEFORE PRECEDING WITH THE WORK.7. ELECTRICAL, TELEPHONE, CABLE, WATER, FIBER OPTIC, AND/OR GAS LINES NEEDING TO BE REMOVEDOR RELOCATED SHALL BE COORDINATED WITH THE AFFECTED UTILITY COMPANY. ADEQUATE TIMESHALL BE PROVIDED FOR RELOCATION AND CLOSE COORDINATION WITH THE UTILITY COMPANY ISNECESSARY TO PROVIDE A SMOOTH TRANSITION IN UTILITY SERVICE. CONTRACTOR SHALL PAY CLOSEATTENTION TO EXISTING UTILITIES WITHIN ANY ROAD RIGHT-OF-WAY DURING CONSTRUCTION.8. CONTRACTOR MUST PROTECT THE PUBLIC AT ALL TIMES WITH FENCING, BARRICADES, ENCLOSURES,ETC. (AND OTHER APPROPRIATE BEST MANAGEMENT PRACTICES) AS APPROVED BY THE CONSTRUCTIONMANAGER. MAINTENANCE OF TRAFFIC CONTROL SHALL BE COORDINATED IN ACCORDANCE WITH ARDENHILLS, RAMSEY COUNTY AND MN/DOT.9. CONTRACTOR SHALL MAINTAIN ACCESS TO ALL ADJACENT PROPERTIES DURING CONSTRUCTION, ANDSHALL NOTIFY ALL PROPERTIES IF ACCESS WILL BE INTERRUPTED OR ALTERED AT ANY TIME DURINGCONSTRUCTION.10. PRIOR TO DEMOLITION OCCURRING, ALL EROSION CONTROL DEVICES ARE TO BE INSTALLED.11. CONTRACTOR MAY LIMIT SAW-CUT AND PAVEMENT REMOVAL TO ONLY THOSE AREAS WHERE IT ISREQUIRED AS SHOWN ON THESE CONSTRUCTION PLANS BUT IF ANY DAMAGE IS INCURRED ON ANY OFTHE SURROUNDING PAVEMENT, ETC. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ITS REMOVAL ANDREPAIR.12. THE CONTRACTOR SHALL COORDINATE WATER MAIN WORK WITH THE FIRE DEPT. AND THE CITY WATERDEPARTMENT TO PLAN PROPOSED IMPROVEMENTS AND TO ENSURE ADEQUATE FIRE PROTECTION ISCONSTANTLY AVAILABLE TO THE SITE THROUGHOUT THIS SPECIFIC WORK AND THROUGH ALL PHASESOF CONSTRUCTION. CONTRACTOR WILL BE RESPONSIBLE FOR ARRANGING/PROVIDING ANY REQUIREDWATER MAIN SHUT OFFS WITH THE CITY OF ARDEN HILLS DURING CONSTRUCTION. ANY COSTSASSOCIATED WITH WATER MAIN SHUT OFFS WILL BE THE RESPONSIBILITY OF THE CONTRACTOR AND NOEXTRA COMPENSATION WILL BE PROVIDED.13. REFER TO SURVEY FOR ALL EXISTING INVERT AND RIM ELEVATIONS.14. ALL UTILITIES SHOWN ARE EXISTING UTILITIES.15. IN THE EVENT A WELL IS FOUND, THE CONTRACTOR SHALL CONTACT THE ENGINEER AND OWNERIMMEDIATELY. ALL WELLS SHALL BE SEALED BY A LICENSED WELL CONTRACTOR IN ACCORDANCE WITHALL STATE OF MN REQUIREMENTS.16. IN THE EVENT THAT UNKNOWN CONTAINERS OR TANKS ARE ENCOUNTERED, THE CONTRACTOR SHALLCONTACT THE OWNER AND/OR OWNERS REPRESENTATIVE IMMEDIATELY. ALL CONTAINERS SHALL BEDISPOSED OF AT A PERMITTED LANDFILL PER THE PROJECT DOCUMENTS.17. CONTRACTOR SHALL NOTIFY THE ENGINEER IF ANY EXISTING DRAINTILE IS ENCOUNTERED ON SITE. NOACTIVE DRAINTILE SHALL BE REMOVED WITHOUT APPROVAL FROM THE ENGINEER.DEMOLITION PLAN NOTESNORTHLIMITS OF CONSTRUCTIONREMOVE BITUMINOUS SURFACEREMOVE CONCRETE SURFACEREMOVE BUILDINGREMOVE TREEREMOVE CONCRETE CURB & GUTTERREMOVE UTILITY LINESPROPERTY LINEEXISTING OVERHEAD POWER LINEEXISTING CHAINLINK FENCEEXISTING J-BARRIEREXISTING RETAINING WALLEXISTING SANITARY SEWEREXISTING STORM SEWEREXISTING WATERMAINEXISTING GAS MAINEXISTING UNDERGROUND TELEPHONEEXISTING UNDERGROUND CABLEEXISTING CONTOUREXISTING SIGNEXISTING FLARED END SECTIONEXISTING STORM MANHOLEEXISTING STORM CATCHBASINEXISTING GAS METEREXISTING POST INDICATOR VALVEEXISTING WELLEXISTING AUTOMATIC SPRINKLEREXISTING ROOF DRAINEXISTING GATE VALVEEXISTING HYDRANTEXISTING METAL COVEREXISTING ELECTRICAL METEREXISTING AIR CONDITIONEREXISTING TELEPHONE MANHOLEEXISTING CABLE BOXEXISTING GUY WIREEXISTING POWER POLEEXISTING LIGHT POLEEXISTING TREECLEARING & GRUBBINGFILL & ABANDON UTILITY LINESEXISTING TREE LINEEXISTING CURB & GUTTERLEGENDFULL DEPTH SAWCUTKEYNOTE LEGENDPROTECT IN PLACE EXISTING UNDERGROUND UTILITYPROTECT IN PLACE EXISTING UTILITY STRUCTUREPROTECT IN PLACE EXISTING OVERHEAD POWERINSTALL ORANGE CONSTRUCTION FENCING AROUND STRUCTUREPRIOR TO INITIATING REMOVALS AND SITE GRADINGPROTECT IN PLACE EXISTING SIGN; LOCATION APPROXIMATE -CONTRACTOR TO VERIFY LOCATION IN FIELDREMOVE EXISTING BITUMINOUS TRAILPROTECT IN PLACE EXISTING STREET LIGHT POLE; LOCATIONAPPROXIMATE - CONTRACTOR TO VERIFY LOCATION IN FIELDPROTECT IN PLACE EXISTING FIRE HYDRANTINSTALL TRAFFIC CONTROL BARRIER FOR TEMPORARY TRAILCLOSURE DURING CONSTRUCTIONPROTECT IN PLACE EXISTING TREEREMOVE EXISTING TREEFULL DEPTH SAWCUTEXISTING IMPACTED VEGETATIONABCDEFGHIKLRVAAABAAAADDHBBDBFFFFI PLAYGROUNDLAWN BOWLINGCOURTYARDCOURTYARDDOG RUNEXISTING STORMWATERMANAGEMENT AREASNELLING AVE./COUNTY RD. E RAMPP R I V A T E D R I V EWET DETENTION BASINASSISTED LIVING113 UNITS33 MEMORY CARE UNITSSNELLING AVE./COUNTY RD. E RAMPPRIVATE DRIVEABBBBBBBCC18318477797887807675747360615958628584888672716564636970575668551868182839695949392919098666753545251494836991001011031041051063530343332312827291171161081091101111121131231221141151211191201241251261271281421351331291301321311361341411181371391402322212019181714314414814714614514915115215315415516116015915715815616516917516416216316716816617217117317417617997185187188189242526434445464750138150414217717818018118289Genus, SpeciesCommonRemoved Condition17Populus deltoidesCottonwood 50 YES GOOD18Acer negundoBoxelder 28 YES GOOD19Acer negundoBoxelder 16 YES GOOD20Acer negundoBoxelder 20 YES GOOD21Acer negundoBoxelder 16 YES GOOD22Acer negundoBoxelder 20 YES GOOD23FraxinuspennsylvanicaGreen Ash 34 YES GOOD24FraxinuspennsylvanicaGreen Ash 24 YES POOR25Populus deltoidesCottonwood12YES POOR26Salix spp.Willow 16 YES POOR27Populus deltoidesCottonwood 18 YES GOOD28Populus deltoidesCottonwood 38 YES GOOD29FraxinuspennsylvanicaGreen Ash 16 YES GOOD30Populus deltoidesCottonwood 28 YES GOOD31Populus deltoidesCottonwood 24 YES GOOD32Populus deltoidesCottonwood 50 YES GOOD33Acer negundoBoxelder 28 YES GOOD34Populus deltoidesCottonwood 16 YES GOOD35Populus deltoidesCottonwood 30 YES GOOD36Populus deltoidesCottonwood 54 YES GOOD41Acer negundoBoxelder 22 YES DEAD42Acer negundoBoxelder YES DEAD43Acer negundoBoxelder 12 YES POOR44Acer negundoBoxelder 20 YES POOR45Acer negundoBoxelder 14 YES POOR46Acer negundoBoxelder 14 YES POOR47Acer negundoBoxelder 28 YES POOR48Salix spp.Willow22YESFAIR49Salix spp.Willow 38 YES GOOD50Acer negundoBoxelder 104 YES POOR51Acer negundoBoxelder 16 YES FAIR52Acer negundoBoxelder 14 YES GOOD53Acer negundoBoxelder 28 YES GOOD54Acer negundoBoxelder 46 YES GOOD55Populus deltoidesCottonwood 64 YES GOOD56Populus deltoidesCottonwood 70 YES GOOD57Populus deltoidesCottonwood 60 YES GOOD58Populus deltoidesCottonwood 32 YES GOOD59Acer negundoBoxelder 12 YES GOOD60Acer negundoBoxelder 18 YES GOOD61Populus deltoidesCottonwood 30 YES GOOD62Populus deltoidesCottonwood 44 YES GOOD63Acer negundoBoxelder 34 YES GOOD64FraxinuspennsylvanicaGreen Ash 18 YES GOOD65Acer negundoBoxelder 14 YES GOOD66Acer negundoBoxelder 14 YES GOOD67FraxinuspennsylvanicaGreen Ash12YES GOOD68Populus deltoidesCottonwood 34 YES GOOD69Acer negundoBoxelder 20 YES FAIR70Acer negundoBoxelder 18 YES GOOD71Acer negundoBoxelder 20 YESFAIR72FraxinuspennsylvanicaGreen Ash 10 YES GOOD73Acer negundoBoxelder 16 YES FAIR74Acer negundoBoxelder 12 YES FAIR75Populus deltoidesCottonwood 56 YES GOOD76Populus deltoidesCottonwood 38 YES GOOD77FraxinuspennsylvanicaGreen Ash22YESFAIR78Populus deltoidesCottonwood42YES GOOD79Salix spp.Willow 18 YESFAIR80FraxinuspennsylvanicaGreen Ash 20 YES FAIR81Acer negundoBoxelder 12 YES FAIR82FraxinuspennsylvanicaGreen Ash 12 YES FAIR83Populus deltoidesCottonwood 72 YES FAIR84FraxinuspennsylvanicaGreen Ash 12 YES FAIR85FraxinuspennsylvanicaGreen Ash 14 YES GOOD86Populus deltoidesCottonwood 54 YES GOOD87Salix spp.Willow 22 YES GOOD88FraxinuspennsylvanicaGreen Ash 14 YES FAIR89Salix spp.Willow 18 YES CRITICAL90Acer negundoBoxelder 32 YES FAIR91FraxinuspennsylvanicaGreen Ash11YES FAIR92Acer negundoBoxelder12YESFAIR93Acer negundoBoxelder 18 YESFAIR94Acer negundoBoxelder14YESFAIR95Acer negundoBoxelder12YESFAIR96Acer negundoBoxelder 16 YES FAIR97Acer negundoBoxelder 22 YES FAIR98Acer negundoBoxelder 12 YES FAIR99FraxinuspennsylvanicaGreen Ash 22 YES GOOD100 Acer saccarhaumSugar maple12YESEXCELLENT101Populus deltoidesCottonwood 28 YES EXCELLENT103FraxinuspennsylvanicaGreen Ash12YESFAIR104Populus deltoidesCottonwood42YESFAIR105Quercus rubraRed oak14YES GOOD106Populus deltoidesCottonwood 15 YES GOOD108Salix spp.Willow 26 YESFAIR109Populus deltoidesCottonwood 32 YESFAIR110Populus deltoidesCottonwood 18 YESFAIR111Populus deltoidesCottonwood12YESFAIR112Populus deltoidesCottonwood12YES FAIR113 Ulmus americana American elm 12 YES FAIR114Populus deltoidesCottonwood14YES GOOD115FraxinuspennsylvanicaGreen Ash 18 YES GOOD116FraxinuspennsylvanicaGreen Ash 22 YES FAIR117Populus deltoidesCottonwood 26 YES GOOD118Populus deltoidesCottonwood 26 YES GOOD119Populus deltoidesCottonwood 16 YES GOOD120Populus deltoidesCottonwood 26 YES GOOD121Populus deltoidesCottonwood 25 YESFAIR122Populus deltoidesCottonwood22YES FAIR123Populus deltoidesCottonwood 14 YES FAIR124Populus deltoidesCottonwood 14 YES FAIR125Populus deltoidesCottonwood 40 YESFAIR126Populus deltoidesCottonwood 23 YESFAIR127Populus deltoidesCottonwood 32 YESFAIR128Populus deltoidesCottonwood14YESFAIR129Populus deltoidesCottonwood 38 YES FAIR130Populus deltoidesCottonwood 18 YES FAIR131Populus deltoidesCottonwood 14 YES GOOD132Populus deltoidesCottonwood 15 YES GOOD133Populus deltoidesCottonwood 15 YES FAIR134Populus deltoidesCottonwood 34 YES FAIR135Populus deltoidesCottonwood 19 YES FAIR136Populus deltoidesCottonwood 19 YES GOOD137Populus deltoidesCottonwood 61 YESFAIR138Populus deltoidesCottonwood 13 YES POOR139Populus deltoidesCottonwood 37 YESFAIR140Populus deltoidesCottonwood 16 YESFAIR141Salix spp.Willow 16 YES GOOD142FraxinuspennsylvanicaGreen Ash12YESFAIR143Salix spp.Willow42NOFAIR144Salix spp.Willow 14 NO FAIR145Populus deltoidesCottonwood24NOFAIR146Populus deltoidesCottonwood22NOFAIR147Populus deltoidesCottonwood 16 NOFAIR148Populus deltoidesCottonwood24NOFAIR149Populus deltoidesCottonwood 50 NO FAIR150Salix spp.Willow 18 YES POOR151Populus deltoidesCottonwood21NO GOOD152Populus deltoidesCottonwood 23 NO GOOD153Populus deltoidesCottonwood 22 YES GOOD154Populus deltoidesCottonwood 28 NO FAIR155Populus deltoidesCottonwood 15 NO GOOD156Populus deltoidesCottonwood 17 YES GOOD157Populus deltoidesCottonwood 21 NO GOOD158Populus deltoidesCottonwood 14 NO GOOD159Populus deltoidesCottonwood 18 NO GOOD160Populus deltoidesCottonwood 13 NO GOOD161Populus deltoidesCottonwood 16 NO GOOD162Populus deltoidesCottonwood 19 NO GOOD163Populus deltoidesCottonwood 20 NO GOOD164Populus deltoidesCottonwood22NO GOOD165Populus deltoidesCottonwood 15 NO GOOD166Populus deltoidesCottonwood 12 NO GOOD167Populus deltoidesCottonwood 30 NO GOOD168Populus deltoidesCottonwood 38 NO GOOD169Populus deltoidesCottonwood 17 NO GOOD171Populus deltoidesCottonwood 12 NO GOOD172Populus deltoidesCottonwood 23 NO GOOD173Populus deltoidesCottonwood 19 NO GOOD174Populus deltoidesCottonwood 55 NO GOOD175Populus deltoidesCottonwood12NO GOOD176Populus deltoidesCottonwood 28 NO GOOD177Populus deltoidesCottonwood 16 YES DEAD178Populus deltoidesCottonwood 17 YES DEAD179Populus deltoidesCottonwood 19 YES CRITICAL180Populus deltoidesCottonwood 12 YES DEAD181Populus deltoidesCottonwood 12 YES DEAD182Populus deltoidesCottonwood 12 YES DEAD183Populus deltoidesCottonwood 28 YES GOOD184Populus deltoidesCottonwood 28 YES GOOD185Salix spp.Willow 21 YES GOOD186Salix spp.Willow 36 YES GOOD187Acer spp. Maple27 NO GOOD188Acer spp. Maple22 YES GOOD189Salix spp.Willow 16 YES GOODGenus, SpeciesCommonRemoved ConditionThis document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.SHEET NUMBER 2018 KIMLEY-HORN AND ASSOCIATES, INC.767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY-HORN.COMK:\TWC_LDEV\Boldt\arden hills senior living\3 Design\CAD\plansheets\L1-TREE INVENTORY AND PRESERVATION PLAN.dwg December 23, 2020 - 3:59pm©BYREVISIONSNo.DATEPRELIMINARY - NOT FOR CONSTRUCTIONPREPARED FORTREE INVENTORYANDPRESERVATIONPLANC200ARDEN HILLSSENIOR LIVINGNEWPERSPECTIVEARDEN HILLSMNTREE TO BE REMOVEDPROPERTY LINETREE TO REMAINLEGENDTREE PROTECTIONSIGNFURNISH AND INSTALL TEMPORARY FENCE AT THE TREE'S DRIPLINEOR CONSTRUCTION LIMITS AS SPECIFIED, PRIOR TO ANY CONSTRUCTION.WHEN POSSIBLE PLACE FENCE 25 FEET BEYOND THE DRIP LINE.PLACE PROTECTION SIGNS ALONG FENCE AT 20' INTERVALS.CONSTRUCTION LIMITSDRIP LINE1. PRUNING WILL BE DONE BY PROFESSIONALS DURING APPROPRIATE PRUNING SEASON.2. NO STORAGE OF MATERIALS, OPERATION OF MACHINERY, OR DEVELOPMENT OF ANY SORTWILL OCCUR WITHIN THE FENCE-LINE WITHOUT APPROVAL IN WRITING FROM CITY.3. SITE GRADING TO BE DONE ONLY AFTER PROTECTIVE MEASURES HAVE BEEN TAKEN, CITYHAS APPROVED FENCING LOCATIONS, AND ALL CONTRACTORS HAVE BEEN BREIFED ONTREE PRESERVATION TECHNIQUES.4. EXISTING TREES TO REMAIN OR REMOVED TO BE CLEARLY IDENTIFIED, WITHINDISTURBANCE LIMITS AND 10' OUTSIDE OF THE DISTURBANCE LIMITS.5. TREE PRESERVATION TO BE APPROVED BY OWNER AND PER LOCAL GOVERNMENTALAUTHORITY.6. SIGNIFICANT TREE. A TREE THAT IS IMPORTANT TO THE SITE AND THE NEIGHBORHOODCHARACTER, THAT IS STRUCTURALLY SOUND AND HEALTHY, AND THAT MEETS AT LEASTONE OF THE FOLLOWING STANDARDS:x A DECIDUOUS HARDWOOD TREE THAT IS AT LEAST TEN (10) CALIPER INCHES,INCLUDING BUT NOT LIMITED TO, IRONWOOD, CATALPA, OAK, HARD MAPLE, WALNUT,HICKORY, BIRCH, BLACK CHERRY, HACKBERRY, LOCUST AND BASSWOOD.x A DECIDUOUS SOFTWOOD TREE THAT IS AT LEAST TWELVE (12) CALIPER INCHES,INCLUDING BUT NOT LIMITED TO, COTTONWOOD, POPLARS/ASPEN, BOX ELDER,WILLOW, SILVER MAPLE AND ELM.x A CONIFEROUS EVERGREEN TREE HAVING FOLIAGE ON THE OUTERMOST PORTION OFTHE BRANCHES YEAR-ROUND AND WHICH IS AT LEAST FIFTEEN (15) FEET OR MORE INHEIGHT.xA GROUP OF DECIDUOUS TREES THAT ARE AT LEAST EIGHT (8) CALIPER INCHES ORCONIFEROUS TREES THAT ARE AT LEAST FIFTEEN (15) FEET IN HEIGHT, THAT PROVIDEA BUFFER OR SCREENING ALONG AN ADJACENT PUBLIC STREET OR BETWEENDIFFERING LAND USES.TREE PROTECTION NOTESTEMPORARY TREE PROTECTION FENCE PLACEMENTSCALE: N.T.S.C2001KEYNOTE LEGENDEXISTING TREE TO BE SAVED (TYP.)EXISTING TREE TO BE REMOVED (TYP.)LIMITS OF CONSTRUCTION (TYP.)TREE PROTECTION FENCE (SEE DETAIL)(TYP.)ABCDTOTAL EXISTING SIGNIFICANT CALIPER INCHES: 3,837TOTAL SIGNIFICANT CALIPER INCHES REMOVED: 3,127TOTAL SIGNIFICANT CALIPER INCHES PRESERVED: 710ALLOWABLE TREE REMOVAL: 312.7 = (3,837 - 710)*0.1SIGNIFICANT TREE MITIGATION REQUIRED 1,407.15 CAL.IN. = ((3,837-710) - 312.7)/2NOTE: DEAD OR DYING TREES NOT COUNTED IN TREE MITIGATION DATATREE MITIGATION DATATREE INVENTORY DATANORTHLIMITS OF CONSTRUCTION SEDIMENT TRAP 25,040 CF - 4.0' DEEPSEDIMENT TRAP 19,900 CF - 4.0' DEEPSEDIMENT TRAP 4720 CF - 2.0' DEEPSEDIMENT TRAP 3792 CF - 2.0' DEEPEWETLAND TO BEIMPACTED/ FILLEDWETLAND TOREMAINEEEEFFFBBCCDAAAAASNELLING AVE./COUNTY RD. E RAMPPRIVATE DRIVEPROPOSEDPROPERTYLINEPROPOSED PROPERTY LINEEXISTING PROPERTY LINEEXISTING PROPERTY LINEThis document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.SHEET NUMBER 2018 KIMLEY-HORN AND ASSOCIATES, INC.767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY-HORN.COMK:\TWC_LDEV\Boldt\arden hills senior living\3 Design\CAD\plansheets\C3-EROS PH1 PLAN.dwg December 23, 2020 - 4:00pmBYREVISIONSNo.DATEPRELIMINARY - NOT FOR CONSTRUCTIONPREPARED FOREROSION ANDSEDIMENTCONTROL PLAN -PHASE 1C300ARDEN HILLSSENIOR LIVINGNEWPERSPECTIVEARDEN HILLSMNNORTHEROSION CONTROL PLAN NOTES1. ALL PERIMETER SILT FENCE AND ROCK CONSTRUCTION ENTRANCES SHALL BEINSTALLED PRIOR TO CONSTRUCTION.2. THE CONTRACTOR SHALL CONSTRUCT DRAINAGE BASINS PRIOR TO SITE GRADING.3. THE CONTRACTOR SHALL INSTALL CATCH BASIN EROSION CONTROL MEASURES.4. WITHIN ONE WEEK (7 DAYS) OF SITE GRADING, ALL DISTURBED AREAS SHALL BESTABILIZED WITH SEED, SOD, OR ROCK BASE. REFER TO LANDSCAPE PLANS FORMATERIALS.5. ALL EROSION CONTROL MEASURES SHALL BE INSTALLED AND MAINTAINED INACCORDANCE WITH CITY, STATE, AND WATERSHED DISTRICT PERMITS.6. THE CONTRACTOR SHALL MAINTAIN ALL EROSION CONTROL MEASURES, INCLUDINGTHE REMOVAL OF SILT IN FRONT OF SILT FENCES DURING THE DURATION OF THECONSTRUCTION.7. ANY EXCESS SEDIMENT IN PROPOSED BASINS SHALL BE REMOVED BY THECONTRACTOR.8. REMOVAL ALL EROSION CONTROL MEASURES AFTER VEGETATION IS ESTABLISHED.9. THE CONTRACTOR SHALL REMOVE ALL SOILS AND SEDIMENT TRACKED ONTOEXISTING STREETS AND PAVED AREAS AND SHALL SWEEP ADJACENT STREETS ASNECESSARY IN ACCORDANCE WITH CITY REQUIREMENTS.10. IF BLOWING DUST BECOMES A NUISANCE, THE CONTRACTOR SHALL APPLY WATERFROM A TANK TRUCK TO ALL CONSTRUCTION AREAS.UPON IMPLEMENTATION AND INSTALLATION OF THE FOLLOWING AREAS: TRAILER,PARKING, LAYDOWN, PORTA-POTTY, WHEEL WASH, CONCRETE WASHOUT, FUELAND MATERIAL STORAGE CONTAINERS, SOLID WASTE CONTAINERS, ETC.,IMMEDIATELY DENOTE THEM ON THE SITE MAPS AND NOTE ANY CHANGES INLOCATION AS THEY OCCUR THROUGHOUT THE CONSTRUCTION PROCESS.BMP AND EROSION CONTROL INSTALLATION SEQUENCE SHALL BE AS FOLLOWS:1. INSTALL INLET PROTECTION AT EXISTING STORMWATER CULVERTS.2. CONSTRUCT STABILIZED CONSTRUCTION ENTRANCE (1), CONCRETE WASHOUTPIT (1) AND INSTALL SILT FENCE.3. PREPARE TEMPORARY PARKING AND STORAGE AREA.4. CONSTRUCT AND STABILIZE DIVERSIONS AND TEMPORARY SEDIMENT TRAPS.5. PERFORM CLEARING AND GRUBBING OF THE SITE. PERFORM MASS GRADING.ROUGH GRADE TO ESTABLISH PROPOSED DRAINAGE PATTERNS.6. START CONSTRUCTION OF THE BUILDING PAD AND STRUCTURES.7. TEMPORARILY SEED WITH PURE LIVE SEED, THROUGHOUT CONSTRUCTION,DISTURBED AREAS THAT WILL BE INACTIVE FOR 14 DAYS OR MORE OR ASREQUIRED BY NPDES AND/OR CITY OF ARDEN HILLS GRADING PERMIT.SEQUENCE OF CONSTRUCTION:ROCK ENTRANCEINLET PROTECTIONSILT FENCELIMITS OF DISTURBANCESAFETY FENCEBIOROLLLEGENDKEYNOTE LEGENDLIMITS OF DISTURBANCEINLET PROTECTIONSILT FENCECONSTRUCTION ENTRANCEDIVERSION DITCHSAFETY FENCEABCDEFDRAINAGE DELINEATIONDIVERSION DITCHTEMPORARY SEDIMENT TRAPDRAINAGE AREA AND SEDIMENTTRAP TABLETRIBUTARYDRAINAGEAREASEDIMENTBASINVOLUMESEDIMENT BASIN 1 2.75 AC9,900 CFSEDIMENT BASIN 2 1.40 AC5,040 CFSEDIMENT BASIN 3 0.22 AC 792 CFSEDIMENT BASIN 4 0.20 AC 720 CFLIMITS OF DISTURBANCE 5.59 ACTOTAL SITE AREA 6.67 ACPRE-DEVELOPMENT PERVIOUS AREA 6.51 ACPRE-DEVELOPMENT IMPERVIOUS AREA 0.16 ACPOST-DEVELOPMENT PERVIOUS AREA 3.30 ACPOST-DEVELOPMENT IMPERVIOUS AREA 3.37 ACPH. I BMP QUANTITIESBMPUNITQUANTITYCONSTRUCTIONENTRANCEEA. 1INLET PROTECTION EA 2SILT FENCE LF±3,000CONSTRUCTION FENCE LF±2,300DELINEATED WETLAND PLAYGROUNDLAWN BOWLINGCOURTYARDCOURTYARDDOG RUNEXISTING STORMWATERMANAGEMENT AREASNELLING AVE./COUNTY RD. E RAMPP R I V A T E D R I V EWET DETENTION BASINASSISTED LIVING113 UNITS33 MEMORY CARE UNITSBBBBBBBBBBEEEFFBBBBBBPROPOSEDPROPERTYLINEPROPOSED PROPERTY LINEEXISTING PROPERTY LINE1.01%2.93%5.94%5.49%9.54%5.31%1.83%2.93%13.54%1.97%4.75%1.57%2.10%1.96%3.29%3.04% 4.41%BFFBBCDAAAAABBBBBBThis document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.SHEET NUMBER 2018 KIMLEY-HORN AND ASSOCIATES, INC.767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY-HORN.COMK:\TWC_LDEV\Boldt\arden hills senior living\3 Design\CAD\plansheets\C3-EROS PH2 PLAN.dwg December 23, 2020 - 4:01pmBYREVISIONSNo.DATEPRELIMINARY - NOT FOR CONSTRUCTIONPREPARED FOREROSION ANDSEDIMENTCONTROL PLAN -PHASE 2C301ARDEN HILLSSENIOR LIVINGNEWPERSPECTIVEARDEN HILLSMNNORTHEROSION CONTROL PLAN NOTES1. ALL PERIMETER SILT FENCE AND ROCK CONSTRUCTION ENTRANCES SHALL BEINSTALLED PRIOR TO CONSTRUCTION.2. THE CONTRACTOR SHALL CONSTRUCT DRAINAGE BASINS PRIOR TO SITE GRADING.3. THE CONTRACTOR SHALL INSTALL CATCH BASIN EROSION CONTROL MEASURES.4. WITHIN ONE WEEK (7 DAYS) OF SITE GRADING, ALL DISTURBED AREAS SHALL BESTABILIZED WITH SEED, SOD, OR ROCK BASE. REFER TO LANDSCAPE PLANS FORMATERIALS.5. ALL EROSION CONTROL MEASURES SHALL BE INSTALLED AND MAINTAINED INACCORDANCE WITH CITY, STATE, AND WATERSHED DISTRICT PERMITS.6. THE CONTRACTOR SHALL MAINTAIN ALL EROSION CONTROL MEASURES, INCLUDINGTHE REMOVAL OF SILT IN FRONT OF SILT FENCES DURING THE DURATION OF THECONSTRUCTION.7. ANY EXCESS SEDIMENT IN PROPOSED BASINS SHALL BE REMOVED BY THECONTRACTOR.8. REMOVAL ALL EROSION CONTROL MEASURES AFTER VEGETATION IS ESTABLISHED.9. THE CONTRACTOR SHALL REMOVE ALL SOILS AND SEDIMENT TRACKED ONTOEXISTING STREETS AND PAVED AREAS AND SHALL SWEEP ADJACENT STREETS ASNECESSARY IN ACCORDANCE WITH CITY REQUIREMENTS.10. IF BLOWING DUST BECOMES A NUISANCE, THE CONTRACTOR SHALL APPLY WATERFROM A TANK TRUCK TO ALL CONSTRUCTION AREAS.UPON IMPLEMENTATION AND INSTALLATION OF THE FOLLOWING AREAS: TRAILER,PARKING, LAYDOWN, PORTA-POTTY, WHEEL WASH, CONCRETE WASHOUT, FUELAND MATERIAL STORAGE CONTAINERS, SOLID WASTE CONTAINERS, ETC.,IMMEDIATELY DENOTE THEM ON THE SITE MAPS AND NOTE ANY CHANGES INLOCATION AS THEY OCCUR THROUGHOUT THE CONSTRUCTION PROCESS.BMP AND EROSION CONTROL INSTALLATION SEQUENCE SHALL BE AS FOLLOWS:1. INSTALL INLET PROTECTION AT EXISTING STORMWATER CULVERTS.2. CONSTRUCT STABILIZED CONSTRUCTION ENTRANCE (1), CONCRETE WASHOUTPIT (1) AND INSTALL SILT FENCE.3. PREPARE TEMPORARY PARKING AND STORAGE AREA.4. CONSTRUCT AND STABILIZE DIVERSIONS AND TEMPORARY SEDIMENT TRAPS.5. PERFORM CLEARING AND GRUBBING OF THE SITE. PERFORM MASS GRADING.ROUGH GRADE TO ESTABLISH PROPOSED DRAINAGE PATTERNS.6. START CONSTRUCTION OF THE BUILDING PAD AND STRUCTURES.7. TEMPORARILY SEED WITH PURE LIVE SEED, THROUGHOUT CONSTRUCTION,DISTURBED AREAS THAT WILL BE INACTIVE FOR 14 DAYS OR MORE OR ASREQUIRED BY NPDES AND/OR CITY OF ARDEN HILLS GRADING PERMIT.SEQUENCE OF CONSTRUCTION:ROCK ENTRANCEINLET PROTECTIONSILT FENCELIMITS OF DISTURBANCESAFETY FENCEBIOROLLLEGENDKEYNOTE LEGENDLIMITS OF DISTURBANCEINLET PROTECTIONSILT FENCECONSTRUCTION ENTRANCEDIVERSION DITCHSAFETY FENCEABCDEFDRAINAGE DELINEATIONDIVERSION DITCHTEMPORARY SEDIMENT TRAPLIMITS OF DISTURBANCE 5.59 ACTOTAL SITE AREA 6.67 ACPRE-DEVELOPMENT PERVIOUS AREA 6.51 ACPRE-DEVELOPMENT IMPERVIOUS AREA 0.16 ACPOST-DEVELOPMENT PERVIOUS AREA 3.30 ACPOST-DEVELOPMENT IMPERVIOUS AREA 3.37 ACPH. 2 BMP QUANTITIESBMPUNITQUANTITYCONSTRUCTIONENTRANCEEA. 1INLET PROTECTION EA 23SILT FENCE LF±2,300CONSTRUCTION FENCE LF±1,500DELINEATED WETLAND PLAYGROUNDLAWN BOWLINGCOURTYARDCOURTYARDDOG RUNEXISTING STORMWATERMANAGEMENT AREASNELLING AVE./COUNTY RD. E RAMPP R I V A T E D R I V EWET DETENTION BASINASSISTED LIVING113 UNITS33 MEMORY CARE UNITSTRAIL EXTENSIONSANITARY SEWER EASEMENT20' SETBACK10' SETBACK10' SETBACK10' SETBACKPROPOSEDPROPERTYLINEPROPOSED PROPERTY LINEEXISTINGPROPERTYLINEEXISTING PROPERTY LINE24.0'9.0'18.0'9.0'18.0'9.0'18.0'9.0'18.0'24.0'24.0'24.0'22.0'24.0'5.1'10.0'8.0'AAAAAAABBDDEFFAGGGGBIIIIIIIIIIIIIIIIIIIIIIIIGGGGGGHHHHCCC9.0'9.0'18.0'LMMCCOBEGINOENDLMR66R90R15R15R35R15R15R50R75R85R12R37R59R44R69R45R325.0'IIEEKKKKKKKKCCLLOOBBCCR45AAPPPREPARED FORSITE PLANC400ARDEN HILLS SENIORLIVINGNEW PERSPECTIVEARDEN HILLSMNBUILDING DATA SUMMARYAREASPROPOSED PROPERTY290,398 SF (6.7 AC)BUILDING AREA64,644 SF (22% OF TOTALPROPERTY AREA)PARKINGREQUIRED PARKING72 SPACESPROPOSED PARKING91 SPACES(62 ABOVEGROUND,29 UNDERGROUND)ADA STALLS REQ'D / PROVIDED4 SPACES/ 6 SPACES(4 ABOVEGROUND,2 UNDERGROUND)PROPERTY SUMMARYARDEN HILLS SENIOR LIVINGTOTAL PROPERTY AREA290,398 SF (6.7 AC)PROPOSED IMPERVIOUS AREA146,539 SF (3.4 AC)PROPOSED PERVIOUS AREA143,859 SF (3.3 AC)TOTAL DISTURBED AREA257,443 SF (5.9 AC)ZONING SUMMARYEXISTING ZONINGB-2 GENERAL BUSINESSDISTRICTPROPOSED ZONINGB-2 GENERAL BUSINESSDISTRICTPARKING SETBACKSSIDE/REAR = 10'ROAD = 20'BUILDING SETBACKSFRONT = 20'SIDE = 10'REAR = 10'PROPOSED CURB AND GUTTERPROPERTY LINEPROPOSED FENCESETBACK LINERETAINING WALL (BY OTHERS)PROPOSED STANDARD DUTY ASPHALTPROPOSED CONCRETE PAVEMENTPROPOSED STORMWATER MANAGEMENT AREAPROPOSED CONCRETE SIDEWALKLEGENDPROPOSED HEAVY DUTY ASPHALTKEYNOTE LEGENDCONCRETE SIDEWALKMATCH EXISTING EDGE OF PAVEMENT/ CURB & GUTTERACCESSIBLE CURB RAMPACCESSIBLE PARKING SIGNACCESSIBLE PARKINGAREA STRIPED WITH 4" SYSL @ 45° 2' O.C.STANDARD DUTY ASPHALT PAVEMENTHEAVY DUTY ASPHALT PAVEMENTLANDSCAPE AREA - SEE LANDSCAPE PLANSHEAVY DUTY CONCRETE PAVEMENTB612 CURB & GUTTER (TYP.)TRANSITION CURBFLAT CURBNOT IN USECONCRETE BLOCK RETAINING WALL (BY OTHERS)GUARD RAILABCDEFGHIJKLMNOPThis document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.SHEET NUMBER 2018 KIMLEY-HORN AND ASSOCIATES, INC.767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY-HORN.COMK:\TWC_LDEV\Boldt\arden hills senior living\3 Design\CAD\plansheets\C4-SITE PLAN.dwg December 23, 2020 - 4:01pm©BYREVISIONSNo.DATEPRELIMINARY - NOT FOR CONSTRUCTIONSITE PLAN NOTES1. ALL WORK AND MATERIALS SHALL COMPLY WITH ALL CITY/COUNTY REGULATIONSAND CODES AND O.S.H.A. STANDARDS.2. CONTRACTOR SHALL REFER TO THE ARCHITECTURAL PLANS FOR EXACTLOCATIONS AND DIMENSIONS OF VESTIBULES, SLOPE PAVING, SIDEWALKS, EXITPORCHES, TRUCK DOCKS, PRECISE BUILDING DIMENSIONS AND EXACT BUILDINGUTILITY ENTRANCE LOCATIONS.3. ALL INNER CURBED RADII ARE TO BE 5' AND OUTER CURBED RADII ARE TO BE 10'UNLESS OTHERWISE NOTED. STRIPED RADII ARE TO BE 5'.4. ALL DIMENSIONS AND RADII ARE TO THE FACE OF CURB UNLESS OTHERWISENOTED.5. EXISTING STRUCTURES WITHIN CONSTRUCTION LIMITS ARE TO BE ABANDONED,REMOVED OR RELOCATED AS NECESSARY. ALL COST SHALL BE INCLUDED IN BASEBID.6. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL RELOCATIONS, (UNLESSOTHERWISE NOTED ON PLANS) INCLUDING BUT NOT LIMITED TO, ALL UTILITIES,STORM DRAINAGE, SIGNS, TRAFFIC SIGNALS & POLES, ETC. AS REQUIRED. ALLWORK SHALL BE IN ACCORDANCE WITH GOVERNING AUTHORITIES REQUIREMENTSAND PROJECT SITE WORK SPECIFICATIONS AND SHALL BE APPROVED BY SUCH. ALLCOST SHALL BE INCLUDED IN BASE BID.7. SITE BOUNDARY, TOPOGRAPHY, UTILITY AND ROAD INFORMATION TAKEN FROM ASURVEY BY SUNDE LAND SURVEYING, DATED 02/06/2020.KIMLEY-HORN ASSUMES NO LIABILITY FOR ANY ERRORS, INACCURACIES, OROMISSIONS CONTAINED THEREIN.8. TOTAL LAND AREA IS 6.7 ACRES.9. PYLON / MONUMENT SIGNS SHALL BE CONSTRUCTED BY OTHERS. SIGNS ARESHOWN FOR GRAPHICAL & INFORMATIONAL PURPOSES ONLY. CONTRACTOR TOVERIFY SIZE, LOCATION AND ANY REQUIRED PERMITS NECESSARY FOR THECONSTRUCTION OF THE PYLON / MONUMENT SIGN.10. CONTRACTOR SHALL REFERENCE ARCH / MEP PLANS FOR SITE LIGHTING ANDELECTRICAL PLAN.11. NO PROPOSED LANDSCAPING SUCH AS TREES OR SHRUBS, ABOVE ANDUNDERGROUND STRUCTURES, OR OTHER OBSTRUCTIONS SHALL BE LOCATEDWITHIN EXISTING OR PROPOSED UTILITY EASEMENTS AND RIGHTS OF WAY UNLESSSPECIFICALLY NOTED ON PLANS OTHERWISE.12. REFERENCE ARCHITECTURAL PLANS FOR DUMPSTER ENCLOSURE DETAILS.13. REFER TO FINAL PLAT OR ALTA SURVEY FOR EXACT LOT AND PROPERTYBOUNDARY DIMENSIONS.14. ALL AREAS ARE ROUNDED TO THE NEAREST SQUARE FOOT.15. ALL DIMENSIONS ARE ROUNDED TO THE NEAREST TENTH FOOT.16. ALL PARKING STALLS TO BE 9' IN WIDTH AND 18' IN LENGTH UNLESS OTHERWISEINDICATED.17. THERE ARE ±1.02 ACRES OF WETLAND IMPACTS.*PER CODE: 1 FOR EVERY 4 RESIDENTS PLUS 1 FOR EACH EMPLOYEE ONMAJOR SHIFT PLUS 1 FOR EACH ON-CALL MEDICAL PROFESSIONAL.IT IS ASSUMED THERE IS ONE EMPLOYEE PER 10 UNITS, AND 1 MEDICALPROFESSIONAL ON CALL PER 20 UNITSPROPOSED GUARD RAILNORTH FACE OFBUILDINGVARIES18.0'PARKING18.0'PARKING24.0'PAVEMENT SECTION PERGEOTECH RECOMMENDATIONGRADEDSWALE7.0'SWLKEXISTINGGRADEFACE OFBUILDINGVARIES18.0'PARKING24.0'VARIES8.0'BIKEPATHPAVEMENT SECTION PERGEOTECH RECOMMENDATION7.0'SWLKCMU BLOCK WALLBY OTHERSFALL PROTECTIONEXISTINGGRADEFACE OFBUILDING16.8'BUILDINGENTRY18.0'PARKING18.0'PARKING24.0'VARIES8.0'BIKEPATHPAVEMENT SECTION PERGEOTECH RECOMMENDATIONEXISTINGGRADEThis document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.SHEET NUMBER 2018 KIMLEY-HORN AND ASSOCIATES, INC.767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY-HORN.COMK:\TWC_LDEV\Boldt\arden hills senior living\3 Design\CAD\plansheets\SECTIONS.dwg December 23, 2020 - 4:02pm©BYREVISIONSNo.DATEPRELIMINARY - NOT FOR CONSTRUCTIONPREPARED FORCROSS SECTIONSC401ARDEN HILLS SENIORLIVINGNEW PERSPECTIVEARDEN HILLSMNSECTION A-ANTSSECTION B-BNTSSECTION C-CNTS PLAYGROUNDLAWN BOWLINGCOURTYARDCOURTYARDDOG RUNEXISTING STORMWATERMANAGEMENT AREASNELLING AVE./COUNTY RD. E RAMPP R I V A T E D R I V EWET DETENTION BASINASSISTED LIVING113 UNITS33 MEMORY CARE UNITSSteering AngleLock to Lock TimeArticulating AngleWB-67Trailer TrackTractor TrackTrailer WidthTractor Width19.504.00feet8.508.50:8.008.00:::0.003.0045.5015.0053.00:::6.028.475.0Lock to Lock TimeDAF PlatformWidthTrackSteering Anglefeet::8.208.20:45.7:6.016.348.1433.14PREPARED FORTRUCK TURNMOVEMENTSC402ARDEN HILLS SENIORLIVINGNEW PERSPECTIVEARDEN HILLSMNThis document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.SHEET NUMBER 2018 KIMLEY-HORN AND ASSOCIATES, INC.767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY-HORN.COMK:\TWC_LDEV\Boldt\arden hills senior living\3 Design\CAD\plansheets\C4-TRUCK TURN PLAN.dwg December 23, 2020 - 4:03pm©BYREVISIONSNo.DATEPRELIMINARY - NOT FOR CONSTRUCTIONNORTH PLAYGROUNDLAWN BOWLINGCOURTYARDCOURTYARDDOG RUNEXISTING STORMWATERMANAGEMENT AREASNELLING AVE./COUNTY RD. E RAMPP R I V A T E D R I V EWET DETENTION BASINASSISTED LIVING113 UNITS33 MEMORY CARE UNITSPROPOSED PROPERTY LINEPROPOSED PROPERTY LINEEXISTING PROPERTY LINEEXISTING PROPERTY LINEWET DETENTION BASINTOP 920.50100 YEAR HWL 919.08NWL 915.50TOP 920.50BOTTOM 909.50926.76920.80921.21922.096.1%10:17:110:1ME:925.89ME:924.97928.50928.50LP:917.46LP:917.46921.89925.003:13:1TW:926.50BW:926.46TW:925.87TW:923.75TW:925.61BW:921.93BW:923.71921.55TW:921.90BW:921.22TW:922.16BW:920.04TW:917.94BW:917.11920.39926.04927.25LP:920.517.1%2.4%9.2%6.1%6.0%3.1%2.1%2.0%3.4%4.4%2.5%919.70919.19920.90926.21926.58926.70925.91925.88924.98924.78923.57923.45ME:920.35ME:919.925:13:1ME:929.31928.56929.46ME:929.55929.22925.76925.64926.52925.90926.02925.97926.09T/G:925.74T/G:925.69T/G:926.21T/G:926.34FFE = 928.5927.41928.00927.90927.33927.23FFE = 928.5922.20FFE = 928.5924.77FFE = 928.5928.00LL FFE = 917.5LL FFE = 917.5928.22927.18927.988.4%BW:922.051.9%927.05925.61TW:921.46BW:917.10TW:926.81BW:916.98TW:927.45BW:917.93926.34TW:927.13BW:918.66924.52925.14925.52TW:925.13BW:918.95928.50928.50LP:927.43LP:927.71LP:928.16927.96928.22927.83927.44927.54926.83926.91928.34928.42927.71927.69927.91928.03928.29928.50928.50926.01925.89923.88925.34925.22926.73TW:926.37BW:922.00926.40TW:926.58BW:921.46926.61926.53922.96922.88(6.0%)(23.3%)(6.7%)3.6%EOF:920.00926.564.5%11.9%(17.4%)ME:920.27ME:917.68ME:915.005.2%ME:915.98ME:915.99This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.SHEET NUMBER 2018 KIMLEY-HORN AND ASSOCIATES, INC.767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY-HORN.COMK:\TWC_LDEV\Boldt\arden hills senior living\3 Design\CAD\plansheets\C5-GRADING PLAN.dwg December 23, 2020 - 4:04pm©BYREVISIONSNo.DATEPRELIMINARY - NOT FOR CONSTRUCTIONPREPARED FORGRADING PLANC500ARDEN HILLS SENIORLIVINGNEW PERSPECTIVEARDEN HILLSMNNORTHGRADING PLAN NOTESPROPOSED STORM SEWERPROPOSED STORM SEWERPROPERTY LINEEXISTING CONTOURPROPOSED CONTOUR925PROPOSED SPOT ELEVATION100.00LEGENDPROPOSED HIGH POINT ELEVATION HP:0.0PROPOSED LOW POINT ELEVATION PROPOSED GUTTER ELEVATION PROPOSED TOP OF CURB ELEVATION PROPOSED FLUSH PAVEMENT ELEVATION LP:0.0G:0.00T:0.00PROPOSED EMERGENCY OVERFLOW T/G:0.0EOF:0.00.0%PROPOSED DRAINAGE DIRECTION 0.00%PROPOSED ADA SLOPE ME:0.0MATCH EXISTING ELEVATION PROPOSED STORM MANHOLE (SOLID CASTING)PROPOSED STORM MANHOLE (ROUND INLET CASTING)PROPOSED STORM MANHOLE/ CATCH BASIN (CURB INLET CASTING)PROPOSED STORM SEWER CLENOUTPROPOSED RIPRAPPROPOSED FLARED END SECTIONCOD1. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE CITY OF ARDEN HILLS,SPECIFICATIONS AND BUILDING PERMIT REQUIREMENTS.2. CONTRACTOR TO CALL GOPHER STATE CALL ONE @ 1-800-252-1166 AT LEAST TWOWORKING DAYS PRIOR TO EXCAVATION/CONSTRUCTION FOR UTILITY LOCATIONS.3. STORM SEWER PIPE SHALL BE AS FOLLOWS:RCP PER ASTM C-76HDPE: 0" - 10" PER AASHTO M-252HDPE: 12" OR GREATER PER ASTM F-2306PVC SCH. 40 PER ASTM D-1785STORM SEWER FITTINGS SHALL BE AS FOLLOWS:RCP PER ASTM C-76, JOINTS PER ASTM C-361, C-990, AND C-443HDPE PER ASTM 3212PVC PER ASTM D-3034, JOINTS PER ASTM D-32124. CONTRACTOR TO FIELD VERIFY THE LOCATIONS AND ELEVATIONS OR EXISTINGUTILITIES AND TOPOGRAPHIC FEATURES PRIOR TO THE START OF SITE GRADING. THECONTRACTOR SHALL IMMEDIATELY NOTIFY THE PROJECT ENGINEER OF ANYDISCREPANCIES OR VARIATIONS.5. SUBGRADE EXCAVATION SHALL BE BACKFILLED IMMEDIATELY AFTER EXCAVATION TOHELP OFFSET ANY STABILITY PROBLEMS DUE TO WATER SEEPAGE OR STEEP SLOPES.WHEN PLACING NEW SURFACE MATERIAL ADJACENT TO EXISTING PAVEMENT, THEEXCAVATION SHALL BE BACKFILLED PROMPTLY TO AVOID UNDERMINING OF EXISTINGPAVEMENT.6. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL HORIZONTAL AND VERTICAL CONTROL.7. CONTRACTOR SHALL EXCAVATE DRAINAGE TRENCHES TO FOLLOW PROPOSED STORMSEWER ALIGNMENTS.8. GRADES SHOWN ARE FINISHED GRADES. CONTRACTOR SHALL ROUGH GRADE TOSUBGRADE ELEVATION AND LEAVE STREET READY FOR SUBBASE.9. ALL EXCESS MATERIAL, BITUMINOUS SURFACING, CONCRETE ITEMS, ANY ABANDONEDUTILITY ITEMS, AND OTHER UNSTABLE MATERIALS SHALL BECOME THE PROPERTY OFTHE CONTRACTOR AND SHALL BE DISPOSED OF OFF THE CONSTRUCTION SITE.10. REFER TO THE UTILITY PLAN FOR SANITARY SEWER MAIN, WATER MAIN SERVICELAYOUT AND ELEVATIONS AND CASTING / STRUCTURE NOTATION.11. CONTRACTOR IS RESPONSIBLE FOR CONSTRUCTION OF PAVEMENTS AND CURB ANDGUTTER WITH SMOOTH UNIFORM SLOPES TO PROVIDE POSITIVE DRAINAGE.12. INSTALL A MINIMUM OF 4" CLASS 5 AGGREGATE BASE UNDER CURB AND GUTTER ANDCONCRETE SIDEWALKS.13. UPON COMPLETION OF EXCAVATION AND FILLING, CONTRACTOR SHALL RESTORE ALLSTREETS AND DISTURBED AREAS ON SITE. ALL DISTURBED AREAS SHALL BERE-VEGETATED WITH A MINIMUM OF 4" OF TOPSOIL.14. ALL SPOT ELEVATIONS/CONTOURS ARE TO GUTTER / FLOW LINE UNLESS OTHERWISENOTED.15. GRADING FOR ALL SIDEWALKS AND ACCESSIBLE ROUTES INCLUDING CROSSINGDRIVEWAYS SHALL CONFORM TO CURRENT ADA STATE/NATIONAL STANDARDS. IN NOCASE SHALL ACCESSIBLE RAMP SLOPES EXCEED 1 VERTICAL TO 12 HORIZONTAL. IN NOCASE SHALL SIDEWALK CROSS SLOPES EXCEED 2% . IN NO CASE SHALL LONGITUDINALSIDEWALK SLOPES EXCEED 5%. IN NO CASE SHALL ACCESSIBLE PARKING STALLS ORAISLES EXCEED 2% (1.5% TARGET) IN ALL DIRECTIONS. SIDEWALK ACCESS TO EXTERNALBUILDING DOORS AND GATES SHALL BE ADA COMPLIANT. CONTRACTOR SHALL NOTIFYENGINEER IMMEDIATELY IF ADA CRITERIA CANNOT BE MET IN ANY LOCATION PRIOR TOPAVING. NO CONTRACTOR CHANGE ORDERS WILL BE ACCEPTED FOR A.D.A COMPLIANCEISSUES.16. MAINTAIN A MINIMUM OF 0.5% GUTTER SLOPE TOWARDS LOW POINTS.17. CONTRACTOR TO PROVIDE 3" INSULATION BY 5' WIDE CENTERED ON STORM PIPE IFLESS THAN 4' OF COVER IN PAVEMENT AREAS AND LESS THAN 3' OF COVER INLANDSCAPE AREAS.18. ROOF DRAIN INVERT CONNECTIONS AT THE BUILDING SHALL BE VERIFIED PER MEPPLANS.19. ALL STORM SEWER CONNECTIONS SHALL BE GASKETED AND WATER TIGHT INCLUDINGMANHOLE CONNECTIONS.20. ALL STORM SEWER PIPE SHALL BE AIR TESTED IN ACCORDANCE WITH THE CURRENTPLUMBING CODE.21. MAINTAIN A MINIMUM OF 1.25% SLOPE IN BITUMINOUS PAVEMENT AREAS, 0.5% SLOPE INCONCRETE PAVEMENT AREAS.22. CONTRACTOR SHALL REVIEW PAVEMENT GRADIENT AND CONSTRUCT "INFALL CURB"WHERE PAVEMENT DRAINS TOWARD GUTTER, AND "OUTFALL" CURB WHERE PAVEMENTDRAINS AWAY FROM GUTTER.FLOWLINE MNDOT DITCH PLAYGROUNDLAWN BOWLINGCOURTYARDCOURTYARDDOG RUNEXISTING STORMWATERMANAGEMENT AREASNELLING AVE./COUNTY RD. E RAMPP R I V A T E D R I V EWET DETENTION BASINASSISTED LIVING113 UNITS33 MEMORY CARE UNITSST-10STMH 60" DIA.RE:926.53IE:917.61 NEIE:918.61 NEIE:917.51 WST-15CBMH 48" DIA.RE:925.82IE:922.20 SWST-12CBMH 48" DIA.RE:925.67IE:919.77 NIE:920.77 NWIE:919.67 SWST-11CBMH 48" DIA.RE:925.33IE:918.86 NEIE:918.76 SWST-17CBMH 48" DIA. (CIR.)RE:919.00IE:916.50 EIE:916.50 SWST-8CBMH 48" DIA.& TRENCH DRAINRE:917.47IE:915.46 SEST-9CONC. FES 24"IE:916.50 EST-1CONC. FES 24"IE:916.50 NST-18CONC. FES 18"IE:916.10 NEST-19CONC. FES 18"W/ TRASH RACKIE:916.50 W4 LF - 12"@ 1.00%28 LF - 18" RCP@ 1.41%7 LF - 18" RCP@ 0.00%ST-22CB 24" DIA.RE:927.08IE:923.00 EST-23CB 24" DIA.RE:927.62IE:922.62 WIE:922.52 EST-37CBMH 48" DIA.RE:926.54IE:921.61 NEIE:921.61 WIE:921.61 SST-25CB 24" DIA.RE:926.93IE:923.38 NEIE:923.28 SEST-24CB 24" DIA.RE:927.94IE:923.94 SWST-35CB 24" DIA.RE:928.50IE:922.41 NWIE:922.31 SEST-34CB 24" DIA.RE:928.50IE:924.00 SEST-29CB 24" DIA.RE:928.22IE:923.50 N6 LF - 12"@ 2.32%ST-30STRM CORE:928.35IE:923.37 SIE:923.27 NWST-31STRM CORE:928.41IE:922.62 SEIE:922.52 NST-28STRM CORE:927.65IE:920.64 EIE:920.64 SIE:920.54 NW33 LF - 12"@ 2.00%ST-27CB 24" DIA.RE:927.71IE:921.41 NEIE:921.31 W54 LF - 12"@ 2.00%ST-36CB 24" DIA.RE:928.35IE:922.59 EIE:922.49 SWST-26CB 24" DIA.RE:927.43IE:923.43 WST-20CBMH 48" DIA.RE:921.08IE:918.01 EIE:917.91 SW43 LF - 12"@ 6.16%ST-33CB 24" DIA.RE:924.59IE:920.76 EIE:920.66 WST-38BUILDING CONNECTION (IN)COORD W/MEPRE:916.65IE:915.42 NWEXISTING PROPERTY LINEEXISTING PROPERTY LINEPROPOSED 15" SANITARY SEWER20 LF - 12"@ 2.10%ST-42CBMH 48" DIA.RE:924.71IE:921.18 WST-41CB 24" DIA.RE:927.77IE:920.73 NWIE:920.63 SWWET DETENTION BASINTOP 920.50100 YEAR HWL 919.08TOP 920.50BOTTOM 909.50ST-7CBMH 48" DIA.RE:921.08IE:917.73 NEIE:917.73 SW55 LF - 14" x 23" ARCH@ 0.31%ST-5CBMH 48" DIA.RE:926.20IE:917.43 NEIE:918.43 SEIE:917.43 SW19 LF - 12"@ 10.86%ST-4STMH 60" DIA.RE:920.51IE:916.73 NEIE:916.73 SThis document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.SHEET NUMBER 2018 KIMLEY-HORN AND ASSOCIATES, INC.767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY-HORN.COMK:\TWC_LDEV\Boldt\arden hills senior living\3 Design\CAD\plansheets\C5-STORM SEWER PLAN.dwg December 23, 2020 - 4:05pm©BYREVISIONSNo.DATEPRELIMINARY - NOT FOR CONSTRUCTIONPREPARED FORSTORM SEWERPLANC501ARDEN HILLS SENIORLIVINGNEW PERSPECTIVEARDEN HILLSMNNORTHGRADING PLAN NOTES1. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE CITY OF ARDEN HILLS,SPECIFICATIONS AND BUILDING PERMIT REQUIREMENTS.2. CONTRACTOR TO CALL GOPHER STATE CALL ONE @ 1-800-252-1166 AT LEAST TWOWORKING DAYS PRIOR TO EXCAVATION/CONSTRUCTION FOR UTILITY LOCATIONS.3. STORM SEWER PIPE SHALL BE AS FOLLOWS:RCP PER ASTM C-76HDPE: 0" - 10" PER AASHTO M-252HDPE: 12" OR GREATER PER ASTM F-2306PVC SCH. 40 PER ASTM D-1785STORM SEWER FITTINGS SHALL BE AS FOLLOWS:RCP PER ASTM C-76, JOINTS PER ASTM C-361, C-990, AND C-443HDPE PER ASTM 3212PVC PER ASTM D-3034, JOINTS PER ASTM D-32124. CONTRACTOR TO FIELD VERIFY THE LOCATIONS AND ELEVATIONS OR EXISTINGUTILITIES AND TOPOGRAPHIC FEATURES PRIOR TO THE START OF SITE GRADING. THECONTRACTOR SHALL IMMEDIATELY NOTIFY THE PROJECT ENGINEER OF ANYDISCREPANCIES OR VARIATIONS.5. SUBGRADE EXCAVATION SHALL BE BACKFILLED IMMEDIATELY AFTER EXCAVATION TOHELP OFFSET ANY STABILITY PROBLEMS DUE TO WATER SEEPAGE OR STEEP SLOPES.WHEN PLACING NEW SURFACE MATERIAL ADJACENT TO EXISTING PAVEMENT, THEEXCAVATION SHALL BE BACKFILLED PROMPTLY TO AVOID UNDERMINING OF EXISTINGPAVEMENT.6. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL HORIZONTAL AND VERTICAL CONTROL.7. CONTRACTOR SHALL EXCAVATE DRAINAGE TRENCHES TO FOLLOW PROPOSED STORMSEWER ALIGNMENTS.8. GRADES SHOWN ARE FINISHED GRADES. CONTRACTOR SHALL ROUGH GRADE TOSUBGRADE ELEVATION AND LEAVE STREET READY FOR SUBBASE.9. ALL EXCESS MATERIAL, BITUMINOUS SURFACING, CONCRETE ITEMS, ANY ABANDONEDUTILITY ITEMS, AND OTHER UNSTABLE MATERIALS SHALL BECOME THE PROPERTY OFTHE CONTRACTOR AND SHALL BE DISPOSED OF OFF THE CONSTRUCTION SITE.10. REFER TO THE UTILITY PLAN FOR SANITARY SEWER MAIN, WATER MAIN SERVICELAYOUT AND ELEVATIONS AND CASTING / STRUCTURE NOTATION.11. CONTRACTOR IS RESPONSIBLE FOR CONSTRUCTION OF PAVEMENTS AND CURB ANDGUTTER WITH SMOOTH UNIFORM SLOPES TO PROVIDE POSITIVE DRAINAGE.12. INSTALL A MINIMUM OF 4" CLASS 5 AGGREGATE BASE UNDER CURB AND GUTTER ANDCONCRETE SIDEWALKS.13. UPON COMPLETION OF EXCAVATION AND FILLING, CONTRACTOR SHALL RESTORE ALLSTREETS AND DISTURBED AREAS ON SITE. ALL DISTURBED AREAS SHALL BERE-VEGETATED WITH A MINIMUM OF 4" OF TOPSOIL.14. ALL SPOT ELEVATIONS/CONTOURS ARE TO GUTTER / FLOW LINE UNLESS OTHERWISENOTED.15. GRADING FOR ALL SIDEWALKS AND ACCESSIBLE ROUTES INCLUDING CROSSINGDRIVEWAYS SHALL CONFORM TO CURRENT ADA STATE/NATIONAL STANDARDS. IN NOCASE SHALL ACCESSIBLE RAMP SLOPES EXCEED 1 VERTICAL TO 12 HORIZONTAL. IN NOCASE SHALL SIDEWALK CROSS SLOPES EXCEED 2% . IN NO CASE SHALL LONGITUDINALSIDEWALK SLOPES EXCEED 5%. IN NO CASE SHALL ACCESSIBLE PARKING STALLS ORAISLES EXCEED 2% (1.5% TARGET) IN ALL DIRECTIONS. SIDEWALK ACCESS TO EXTERNALBUILDING DOORS AND GATES SHALL BE ADA COMPLIANT. CONTRACTOR SHALL NOTIFYENGINEER IMMEDIATELY IF ADA CRITERIA CANNOT BE MET IN ANY LOCATION PRIOR TOPAVING. NO CONTRACTOR CHANGE ORDERS WILL BE ACCEPTED FOR A.D.A COMPLIANCEISSUES.16. MAINTAIN A MINIMUM OF 0.5% GUTTER SLOPE TOWARDS LOW POINTS.17. CONTRACTOR TO PROVIDE 3" INSULATION BY 5' WIDE CENTERED ON STORM PIPE IFLESS THAN 4' OF COVER IN PAVEMENT AREAS AND LESS THAN 3' OF COVER INLANDSCAPE AREAS.18. ROOF DRAIN INVERT CONNECTIONS AT THE BUILDING SHALL BE VERIFIED PER MEPPLANS.19. ALL STORM SEWER CONNECTIONS SHALL BE GASKETED AND WATER TIGHT INCLUDINGMANHOLE CONNECTIONS.20. ALL STORM SEWER PIPE SHALL BE AIR TESTED IN ACCORDANCE WITH THE CURRENTPLUMBING CODE.21. MAINTAIN A MINIMUM OF 1.25% SLOPE IN BITUMINOUS PAVEMENT AREAS, 0.5% SLOPE INCONCRETE PAVEMENT AREAS.22. CONTRACTOR SHALL REVIEW PAVEMENT GRADIENT AND CONSTRUCT "INFALL CURB"WHERE PAVEMENT DRAINS TOWARD GUTTER, AND "OUTFALL" CURB WHERE PAVEMENTDRAINS AWAY FROM GUTTER.23. STORM SEWER PIPE, STRUCTURES, AND APPURTENANCES SHALL BE INSTALLED INACCORDANCE WITH CITY ENGINEERS ASSOCIATION OF MINNESOTA STANDARDSPECIFICATIONS, 2621, SANITARY AND STORM SEWER INSTALLATIONS, 2018 EDITIONAND LATEST EDITION OF THE MNDOT STANDARD SPECIFICATIONS FOR CONSTRUCTION.PROPOSED STORM MANHOLE (SOLID CASTING)PROPOSED STORM SEWERPROPOSED STORM MANHOLE (ROUND INLET CASTING)PROPOSED STORM SEWERPROPERTY LINELEGENDPROPOSED SANITARY SEWERPROPOSED WATERMAINCOPROPOSED STORM MANHOLE/ CATCH BASIN (CURB INLET CASTING)PROPOSED STORM SEWER CLENOUTPROPOSED RIPRAPPROPOSED FLARED END SECTIOND PLAYGROUNDLAWN BOWLINGCOURTYARDCOURTYARDDOG RUNEXISTING STORMWATERMANAGEMENT AREASNELLING AVE./COUNTY RD. E RAMPP R I V A T E D R I V EWET DETENTION BASINASSISTED LIVING113 UNITS33 MEMORY CARE UNITSP I N E T R E E D R I V EPROPOSED PROPERTY LINEPROPOSED PROPERTY LINEEXISTING PROPERTY LINEEXISTING PROPERTY LINEWATERMAIN (BY OTHERS)GAS MAIN (BY OTHERS)UNDERGROUND ELECTRIC (BY OTHERS)EXISTING 15"SANITARYSEWERPINE TREEDRIVESS-254" SSWR MHW/ EXTERNAL DROPRE:926.98IE:909.81 SEIE:904.18 NEIE:904.1 SWSS-354" SSWR MHRE:921.77IE:(905.2±) NEIE:905.13 SWSS-1BUILDING SERVICECOORD W/MEPIE:912.50 NW98 LF - 6" PVC@ 2.10%11.9'11.8'14.7'SS-954" SSWR MHRE:922.14IE:(902.8±) NEIE:902.75 SW25 LF - 6" PVC@ 2.10%GRINDER STATION60" SSWR MHRE:927.20IE:(910.4±) SEIE:910.34 NWThis document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.SHEET NUMBER 2018 KIMLEY-HORN AND ASSOCIATES, INC.767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY-HORN.COMK:\TWC_LDEV\Boldt\arden hills senior living\3 Design\CAD\plansheets\C6-UTILITY PLAN.dwg December 23, 2020 - 4:05pmBYREVISIONSNo.DATEPRELIMINARY - NOT FOR CONSTRUCTIONPREPARED FORUTILITY PLANC600ARDEN HILLS SENIORLIVINGNEW PERSPECTIVEARDEN HILLSMNUTILITY PLAN NOTES1. ALL FILL MATERIAL IS TO BE IN PLACE, AND COMPACTED BEFORE INSTALLATION OFPROPOSED UTILITIES.2. SANITARY SEWER PIPE SHALL BE AS FOLLOWS:8" PVC SDR35 PER ASTM D-3034, FOR PIPES LESS THAN 12' DEEP 8" PVC SDR26 PER ASTM D-3034, FOR PIPES MORE THAN 12' DEEP6" PVC SCHEDULE 40 PER ASTM D-1785DUCTILE IRON PIPE PER AWWA C1503. WATER LINES SHALL BE AS FOLLOWS:6" AND LARGER, PVC C-900 PER ASTM D 2241CLASS 200 UNDER COUNTY ROADS, OTHERWISE CLASS 1504" AND LARGER DUCTILE IRON PIPE PER AWWA C150SMALLER THAN 3" PIPING SHALL BE COPPER TUBE TYPE "K" PERANSI 816.22 OR PVC, 200 P.S.I., PER ASTM D1784 AND D2241.4. MINIMUM TRENCH WIDTH SHALL BE 2 FEET.5. ALL WATER JOINTS ARE TO BE MECHANICAL JOINTS WITH RESTRAINTS SUCH AS THRUSTBLOCKING, WITH STAINLESS STEEL OR COBALT BLUE BOLTS, OR AS INDICATED IN THECITY SPECIFICATIONS AND PROJECT DOCUMENTS.6. ALL UTILITIES SHOULD BE KEPT TEN (10') APART (PARALLEL) OR WHEN CROSSING 18"VERTICAL CLEARANCE (OUTSIDE EDGE OF PIPE TO OUTSIDE EDGE OF PIPE ORSTRUCTURE).7. CONTRACTOR SHALL MAINTAIN A MINIMUM OF 7'-5" COVER ON ALL WATERLINES.N THE EVENT OF A VERTICAL CONFLICT BETWEEN WATER LINES, SANITARY LINES,STORM LINES AND GAS LINES, OR ANY OBSTRUCTION (EXISTING AND PROPOSED), THESANITARY LINE SHALL BE SCH. 40 OR C900 WITH MECHANICAL JOINTS AT LEAST 10 FEETON EITHER SIDE OF THE CENTER LINE OF THE CROSSING. THE WATER LINE SHALL HAVEMECHANICAL JOINTS WITH APPROPRIATE FASTENERS AS REQUIRED TO PROVIDE AMINIMUM OF 18" VERTICAL SEPARATION. MEETING REQUIREMENTS OF ANSI A21.10 ORANSI 21.11 (AWWA C-151) (CLASS 50).9. LINES UNDERGROUND SHALL BE INSTALLED, INSPECTED AND APPROVED BEFOREBACKFILLING.10. TOPS OF MANHOLES SHALL BE RAISED AS NECESSARY TO BE FLUSH WITH PROPOSEDPAVEMENT ELEVATIONS, AND TO BE ONE FOOT ABOVE FINISHED GROUND ELEVATIONS, INGREEN AREAS, WITH WATERTIGHT LIDS.11. ALL CONCRETE FOR ENCASEMENTS SHALL HAVE A MINIMUM 28 DAY COMPRESSIONSTRENGTH AT 3000 P.S.I.12. EXISTING UTILITIES SHALL BE VERIFIED IN FIELD PRIOR TO INSTALLATION OF ANY NEWLINES.13. REFER TO INTERIOR PLUMBING DRAWINGS FOR TIE-IN OF ALL UTILITIES.14. CONTRACTOR IS RESPONSIBLE FOR COMPLYING TO THE SPECIFICATIONS OF THE CITYOF ARDEN HILLS AND/OR STATE OF MN WITH REGARDS TO MATERIALS AND INSTALLATIONOF THE WATER AND SEWER LINES.15. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATIONOF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THEVARIOUS UTILITY COMPANIES, AND WHERE POSSIBLE, MEASUREMENTS TAKEN IN THEFIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THECONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANIES AT LEAST 72 HOURSBEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALLBE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIESWHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS.16. CONTRACTOR IS RESPONSIBLE FOR ALL NECESSARY INSPECTIONS AND/ORCERTIFICATIONS REQUIRED BY CODES AND/OR UTILITY SERVICE COMPANIES.17. CONTRACTOR SHALL COORDINATE WITH ALL UTILITY COMPANIES FOR INSTALLATIONREQUIREMENTS AND SPECIFICATIONS.18. CONTRACTOR SHALL REFERENCE ARCH / MEP PLANS FOR SITE LIGHTING ANDELECTRICAL PLAN.19. BACKFLOW DEVICES (DDCV AND PRZ ASSEMBLIES) AND METERS ARE LOCATED IN THEINTERIOR OF THE BUILDING. REF. ARCH / MEP PLANS.20. ALL ONSITE WATERMAINS AND SANITARY SEWERS SHALL BE PRIVATELY OWNED ANDMAINTAINED.21. ALL WATERMAIN STUBOUTS SHALL BE MECHANICALLY RESTRAINED WITH REACTIONBLOCKING.22. CITY ENGINEERS ASSOCIATION OF MINNESOTA (CEAM) STANDARD SPECIFICATIONS, 2600TRENCH EXCAVATION AND BACKFILL/ SURFACE RESTORATION, 2611 WATERMAIN ANDSERVICE LINE INSTALLATION, AND 2621 SANITARY AND STORM INSTALLATION, 2018EDITION ARE HEREIN INCORPORATED BY REFERENCE.23. THE PROVISIONS OF CEAM 2621.2.A.5 ARE SUPPLEMENTED WITH THE FOLLOWING:CONNECTION TO EXISTING MANHOLES SHALL INCLUDE CORE DRILLING WITH COUPLINGCONSISTING OF AN ELASTOMERIC SLEEVE INCORPORATING DOUBLE STAINLESS STEELTENSION BANDS AND SCREWS INTENDED FOR DIRECT BURY SEWER APPLICATIONS.24. THE PROVISIONS OF CEAM 2621.2.B ARE SUPPLEMENTED WITH THE FOLLOWING: METALSEWER CASTINGS SHALL CONFORM TO THE CITY STANDARD DETAIL PLATES. ALLCASTINGS SHALL BE CLASS 35 OR BETTER. THE WORDS "SANITARY SEWER" OR "STORMSEWER" SHALL BE CAST ON TOP OF EACH MANHOLE COVER IN TWO (2) INCH LETTERS ASAPPLICABLE.25. DEFLECTION TESTING AND TELEVISING OF SANITARY SEWER SERVICE SHALL BECONDUCTED AFTER THE FINAL BACKFILL HAS BEEN IN PLACE FOR 30 DAYS, WITHRESULTS SUBMITTED TO THE CITY ENGINEER. PRE AND POST CONSTRUCTIONTELEVISING INSPECTION DOCUMENTATION SHALL BE PROVIDED BY THE APPLICANT FORTHE EXISTING SANITARY SEWER ALONG THE WEST PROPERTY LINE.26. DUCTILE IRON PIPE SHALL BE CLASS 52 FOR DIAMETERS LESS THAN 20 INCHES, WITHPOLYETHYLENE ENCASEMENT IN ACCORDANCE WITH AWWA C105. PVC WATERMAIN PIPESHALL CONFORM TO AWWA STANDARD C-900 (DR 18), INTEGRAL BELL WITH ELASTOMERICGASKET JOINTS PROVIDING A WATER-TIGHT SEAL CONFORMING TO ASTM F477, WITHTWO (2) STRANDS OF TRACER WIRE LAID WITH ALL PVC WATERMAIN. FITTINGS FORWATERMAIN SHALL BE MECHANICAL JOINT, CLASS 350, DUCTILE IRON COMPACT FITTINGSIN ACCORDANCE WITH AWWA C550. FITTINGS SHALL BE FUSION BONDED EPOXY COATEDON THE INSIDE AND OUTSIDE ACCORDING TO AWWA C550 AND C116/A21.16. ALL NUTSAND BOLTS ARE TO BE STAINLESS STEEL OR COR-BLU. FIRE HYDRANTS SHALL BEAMERICAN FLOW CONTROL WATEROUS PACER FIRE HYDRANT (YELLOW). ALL HYDRANTSSHALL CONFORM TO AWWA C502.27. 15" SANITARY SEWER SHALL BE INSTALLED VIA OPEN CUT EXCAVATION WITH FULLGRANULAR BEDDING AND ENCASEMENT IN CONFORMANCE WITH CEAM 2600 FORFLEXIBLE PIPE TO A MINIMUM HEIGHT OF 2 FEET ABOVE THE TOP OF PIPE. PIPE SECTIONSSHALL BE INSPECTED AND APPROVED BY THE CITY PRIOR TO INSTALLATION.NORTHKEYNOTE LEGENDCONNECT TO EXISTING WATERMAIN STUB WITH GATE VALVEFIRE HYDRANT ASSEMBLY, PROVIDE 8"x6" TEE, 6" WATERMAIN AND 6" GATEVALVE8" COMBINED WATER SERVICETRANSFORMER AND GENERATOR LOCATION. REFER TO ARCHITECTURAL PLANSFOR SCREENINGINSTALL MANHOLE OVER EXISTING 15" SEWER8" BENDCOMBINED WATER SERVICE TO BUILDING, COORD W/MEPSANITARY SEWER SERVICEADJUST EXISTING CASTING TO NEW RIM ELEVATIONABCDEFGHISANITARY SEWER MANHOLESTORM SEWERSANITARY SEWERWATERMAINGATE VALVEHYDRANTTEEREDUCERUNDERGROUND ELECTRICTELEPHONEGAS MAINSTORM SEWERLEGENDCOSANITARY CLEANOUTCOEXISTING PROPOSEDCADCCIHBBFFFFFFFFGEE EXISTING 15" CLASS V RCP9009109209309009109209309+00(916.01)924.6510+00(916.25)926.9811+00(917.42)925.2812+00(920.30)921.7813+00(923.15)SS-2STA: 10+00RE:926.98IE:909.81 SEIE:904.18 NEIE:(904.1±) SW218 LF - 15" PVC SDR 26 @ 0.44%SS-3STA: 12+17.80RE:921.77IE:(905.2±) NEIE:905.13 SWEXISTING 15" CLASS V RCPFINISHED GRADEEXISTING GRADE150 LF - 15" PVC SDR 26 @ 0.82%SS-9STA: 8+49.89RE:922.14IE:902.85 NEIE:902.75 SWThis document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.SHEET NUMBER 2018 KIMLEY-HORN AND ASSOCIATES, INC.767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY-HORN.COMK:\TWC_LDEV\Boldt\arden hills senior living\3 Design\CAD\plansheets\C6.1-SEWER PROFILE.dwg December 23, 2020 - 4:06pmBYREVISIONSNo.DATEPRELIMINARY - NOT FOR CONSTRUCTIONPREPARED FORPUBLIC SANITARYSEWER PROFILEC601ARDEN HILLS SENIORLIVINGNEW PERSPECTIVEARDEN HILLSMNPUBLIC SANITARY SEWER PROFILEHORIZ: 1" = 40'VERT: 1" = 4' This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.SHEET NUMBER 2018 KIMLEY-HORN AND ASSOCIATES, INC.767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY-HORN.COMK:\TWC_LDEV\Boldt\arden hills senior living\3 Design\CAD\plansheets\C700 CIVIL DETAILS.dwg December 23, 2020 - 4:06pmBYREVISIONSNo.DATEPRELIMINARY - NOT FOR CONSTRUCTIONPREPARED FORCIVIL DETAILSC700ARDEN HILLSSENIOR LIVINGNEWPERSPECTIVEARDEN HILLSMNDEAD STORAGE6'TOP BERM: 920.50NWL: 916.50BOTTOM OFPOND: 909.503:1 MAX SIDE SLOPE3:1 MAX SIDE SLOPE10' WIDE SAFETEY BENCH, 10:1 SLOPETOP BENCH: 916.50BOTTOM BENCH: 915.50HOLEHOLESECTIONPRECAST 48"DIAM. MANHOLESTEPS AS PER 16"O.C.CONSTRUCT 1.5" KEYWAY OR SUPPLYCERTIFIED SHOP DRAWING DETAILINGCONCRETE WALL CONNECTOR TOMANHOLE SIDE WALL.6" THICK WEIR WALL WITH ORIFICE,SEE SECTION VIEW FOR ORIFICESIZE AND ELEVATIONTOP OFWEIR WALLEL:918.0048"18" STORMINLET IE=916.506" PRE-CASTBASE48"5"18" STORMOUTLETIE=916.50PLAN1/2" SS ANCHOR BOLTSWITH CLIPS (4 THUS)1/4"x1" FLAT BAR 1" TOOUTSIDE MH WALLHOT-DIPPEDGALVANIZED GRATE#5 SMOOTH BARS @4" O.C. EACH WAYSKIMMERCOVER, SEEPLAN9"RIM EL: 919.00ORIFICE IN WEIRWALL, SEE SECTION6" WEIRWALLTOP OFWEIR WALLEL: 918.00FINISHEDGRADEIE: 916.50SCALE: NTSOCS 11SCALE: NTSBMP 1 - TYPICAL SECTION2SCALE: NTSEMERGENCY SPILLWAY - BMP 15#4 REBAR 12" O.C. EWCENTERED ON WEIRWITH 2" MINIMUMCLEARANCE TO FACEOF CONCRETESECTION B-BSECTION A-A2'3:1 (MAX.)X XXXXXXX6"6'6"CLASS 3 RIPRAPPROFILESECTION A-AEMBANKMENTGEOTEXTILE FILTERFABRICEOF 920.50'EL. 920.00'XXXXXXXXXXXX6"3:1 (MAX.)GEOTEXTILE FILTERFABRIC6"AAEOF 920.50'EL. 920.00'EL. 916.00'12CLASS 3 RIPRAP(1) 12" ORIFICE:EL: 916.50 This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.SHEET NUMBER 2018 KIMLEY-HORN AND ASSOCIATES, INC.767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY-HORN.COMK:\TWC_LDEV\Boldt\arden hills senior living\3 Design\CAD\plansheets\C700 CIVIL DETAILS.dwg December 23, 2020 - 4:06pmBYREVISIONSNo.DATEPRELIMINARY - NOT FOR CONSTRUCTIONPREPARED FORCIVIL DETAILSC701ARDEN HILLSSENIOR LIVINGNEWPERSPECTIVEARDEN HILLSMN This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.SHEET NUMBER 2018 KIMLEY-HORN AND ASSOCIATES, INC.767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY-HORN.COMK:\TWC_LDEV\Boldt\arden hills senior living\3 Design\CAD\plansheets\C700 CIVIL DETAILS.dwg December 23, 2020 - 4:07pmBYREVISIONSNo.DATEPRELIMINARY - NOT FOR CONSTRUCTIONPREPARED FORCIVIL DETAILSC702ARDEN HILLSSENIOR LIVINGNEWPERSPECTIVEARDEN HILLSMN This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.SHEET NUMBER 2018 KIMLEY-HORN AND ASSOCIATES, INC.767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY-HORN.COMK:\TWC_LDEV\Boldt\arden hills senior living\3 Design\CAD\plansheets\C700 CIVIL DETAILS.dwg December 23, 2020 - 4:07pmBYREVISIONSNo.DATEPRELIMINARY - NOT FOR CONSTRUCTIONPREPARED FORFENCE DETAILSC703ARDEN HILLSSENIOR LIVINGNEWPERSPECTIVEARDEN HILLSMN SEEDING KEYNOTESSEED WITH MNDOT 33-261: STORMWATER SOUTH & WEST SEED MIX (TYP.)SEED WITH SAVANNA GRASS SEED MIX BY PRAIRIE RESTORATION INC. (TYP.)33-26122-112SAVPLAYGROUNDLAWN BOWLINGCOURTYARDCOURTYARDDOG RUNEXISTING STORMWATERMANAGEMENT AREASNELLING AVE./COUNTY RD. E RAMPP R I V A T E D R I V EWET DETENTION BASINASSISTED LIVING113 UNITS33 MEMORY CARE UNITSP I N E T R E E D R I V EDDDDDDDDDDDDDDDSAVSAVSAVSAVSAVSAV1L102LANDSCAPE ENLARGEMENTLANDSCAPEENLARGEMENT1 - KCY*5 - WSB*2 - FFM+3 - RVB+1 - HON*6 - CQA5 - PFC2 - ABM+1 - NPO+2 - HON*3 - RVB+1 - ABM+2 - HON*1 - PAG3 - SSC1 - ALS2 - HON*2 - RVB3 - NPO*3 - SCP*3 - WHP+3 - SSC3 - SCP1 - FFM+3 - SSC2 - RDL2 - KCY*3 - CBS2 - KCY*3 - RVB1 - ABM2 - RVB2 - NWS3 - RVB3 - WHP1 - RDO2 - WSB3 - BHS3 - SCP1L1014 - FRS1 - WHP1 - WHP4 - FRS3 - NWS2 - SWO3 - BHS3 - WHP1 - RDO9 - ELM2 - BHS2 - CBS6 - ERC1 - NWM3 - QUA1 - HON2 - AUP1 - NWM2 - RVB3 - BHS2 - WHP3 - RDO+2 - SCP2 - NWS+3 - CBS*F11 - PRX*11 - PRX*2 - PRX+3 - ACCDALANDSCAPE KEYNOTESEDGER (TYP.)DOUBLE SHREDDED HARDWOOD MULCH (TYP.)ROCK MULCH (TYP.)SOD (TYP.)ABCDLANDSCAPE LEGENDEXISTING DECIDUOUS TREE (TYP.)EDGER (TYP.)APPROXIMATE LIMITS OF SOD / IRRIGATION,SOD ALL DISTURBED AREAS (TYP.)SEED/ SOD EDGE (TYP.)BOULDER (TYP.)FLAGSTONE PAVERS (SEE DETAIL)(TYP.)K9 GRASS SYSTEM- CLASSIC (SEE DETAIL)SOD (TYP.)TREESBOTANICAL NAMECOMMON NAMEPRX* ULMUS AMERICANA `LEWIS & CLARK` TM PRAIRIE EXPEDITION AMERICAN ELMPRX+ ULMUS AMERICANA `LEWIS & CLARK` TM PRAIRIE EXPEDITION AMERICAN ELMCONIFEROUS TREEBOTANICAL NAMECOMMON NAMEAUP PINUS NIGRA AUSTRIAN PINEBHS PICEA GLAUCA `DENSATA` BLACK HILLS SPRUCECBS PICEA PUNGENS COLORADO SPRUCECBS* PICEA PUNGENS COLORADO SPRUCEERC JUNIPERUS VIRGINIANA EASTERN RED CEDARNWS PICEA ABIES NORWAY SPRUCENWS+ PICEA ABIES NORWAY SPRUCESCP PINUS SYLVESTRIS SCOTCH PINESCP* PINUS SYLVESTRIS SCOTCH PINEWHP PINUS STROBUS WHITE PINEWHP+ PINUS STROBUS WHITE PINEORNAMENTAL TREEBOTANICAL NAMECOMMON NAMEALS AMELANCHIER X GRANDIFLORA `AUTUMN BRILLANCE` AUTUMN BRILLANCE SERVICEBERRY CLUMPFRS CARPINUS CAROLINIANA `J.N. UPRIGHT` TM FIRESPIRE BEECHPAG CORNUS ALTERNIFOLIA PAGODA DOGWOODPFC MALUS X `PRAIRIFIRE` PRAIRIFIRE CRAB APPLEQUA POPULUS TREMULOIDES QUAKING ASPENRVB BETULA NIGRA RIVER BIRCH MULTI-TRUNKRVB+ BETULA NIGRA RIVER BIRCH MULTI-TRUNKSSC MALUS X `SPRING SNOW` SPRING SNOW CRAB APPLEWSB BETULA POPULIFOLIA `WHITESPIRE` WHITESPIRE BIRCH CLUMPWSB* BETULA POPULIFOLIA `WHITESPIRE` WHITESPIRE BIRCH CLUMPOVERSTORY TREEBOTANICAL NAMECOMMON NAMEABM ACER X FREEMANII `AUTUMN BLAZE` AUTUMN BLAZE MAPLEABM+ ACER X FREEMANII `AUTUMN BLAZE` AUTUMN BLAZE MAPLEACC GLEDITSIA TRIACANTHOS VAR. INERMIS `HARVE` NORTHERN ACCLAIM HONEYLOCUSTCQA QUERCUS ROBUR X QUERCUS ALBA `CRIMSCHMIDT` CRIMSON SPIRE OAKELM ULMUS X `MORTON GLOSSY` TM TRIUMPH ELMFFM+ ACER SACCHARUM `FALL FIESTA` SUGAR MAPLEHON GLEDITSIA TRIACANTHOS VAR. INERMIS `SKYCOLE` SKYLINE HONEYLOCUSTHON* GLEDITSIA TRIACANTHOS VAR. INERMIS `SKYCOLE` SKYLINE HONEYLOCUSTKCY* GYMNOCLADUS DIOICA `ESPRESSO` ESPRESSO KENTUCKY COFFEETREENPO* QUERCUS ELLIPSOIDALIS NORTHERN PIN OAKNPO+ QUERCUS ELLIPSOIDALIS NORTHERN PIN OAKNWM ACER RUBRUM `NORTHWOOD` NORTHWOOD MAPLERDL TILIA AMERICANA `REDMOND` REDMOND AMERICAN LINDENRDO QUERCUS RUBRA NORTHERN RED OAKRDO+ QUERCUS RUBRA NORTHERN RED OAKSWO QUERCUS BICOLOR SWAMP WHITE OAKPLANT KEYThis document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.SHEET NUMBER 2018 KIMLEY-HORN AND ASSOCIATES, INC.767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY-HORN.COMK:\TWC_LDEV\Boldt\arden hills senior living\3 Design\CAD\plansheets\L1-LANDSCAPE PLAN.dwg December 23, 2020 - 4:08pmBYREVISIONSNo.DATEPRELIMINARY - NOT FOR CONSTRUCTIONPREPARED FORLANDSCAPE PLANL100ARDEN HILLSSENIOR LIVINGNEWPERSPECTIVEARDEN HILLSMNLANDSCAPE REQUIREMENTSMINIMUM CALIPER INCHES REQUIRED: 558 IN.=(191, 796 BUILDING GROSS SQUARE FOOTAGE - 13,257 GARAGE GROSS SQUARE FOOTAGE) / 320MINIMUM CALIPER INCHES PROVIDED: 564 IN.MINIMUM LANDSCAPE LOT AREA REQUIRED: 101,639 SF= 290,398 SF LOT AREA *0.35MINIMUM LANDSCAPE LOT AREA PROVIDED: 143,859 SFTREE RATIO (BUILDING STORIES: 4)SIZE: 6-7' HT 8-10' HT 11-14' HT(2-3") (3.5-4") (4.5-6")REQUIRED: 279"/ 50% 167.4"/ 30% 112.6"/ 20%PROPOSED: 281" 168" 115"PERENNIALS/SHRUBS REQUIRED: 10,164 SF= 101,639 SF LANDSCAPE AREA * 0.1PERENNIAL/SHRUBS PROVIDED: 17,350 SFREQUIRED PLANTING ISLANDS: 3,587 SF= 35,875 SF PARKING AREA *0.1PROVIDED PLANTING ISLANDS: 3,630 SF(MINIMUM 150 SF)REQUIRED PLANTING ISLAND TREES: 9 TREES= 9 PLANTING ISLANDS x 1 TREEPROVIDED PLANTING ISLANDS: 9 TREESDIVERSE SELECTION REQUIRED: FULL COMPLIMENT OF OVERSTORY, ORNAMENTAL, AND EVERGREEN TREES, SHRUBBERY, AND GROUND COVERS PROVIDINGYEAR-ROUND COLOR AND INTERESTDIVERSE SELECTION PROVIDED: FULL COMPLIMENT OF OVERSTORY, ORNAMENTAL, AND EVERGREEN TREES, SHRUBBERY, AND GROUND COVERS PROVIDINGYEAR-ROUND COLOR AND INTERESTSCREENING REQUIRED - LOAD SERVICE: MAY INCLUDE A COMBINATION OF THE FOLLOWING - BERMS, SHRUBS TREES AT A HEIGHT AND DEPTH CONSISTENTWITH THE HEIGHT AND SIZE OF THE AREA TO BE SCREENED. NATURAL MATERIALS TO ACHIEVE 60% OPACITY YEAR ROUND AT MATURITY.SCREENING PROVIDED- LOAD SERVICE: A COMBINATION OF BERMS, SHRUBS TREES AT A HEIGHT AND DEPTH CONSISTENT WITH THE HEIGHT AND SIZE OF THEAREA TO BE SCREENED. PLANT MATERIALS TO ACHIEVE 60% OPACITY YEAR ROUND AT MATURITY.NORTH SEEDING KEYNOTESSEED WITH MNDOT 33-261: STORMWATER SOUTH & WEST SEED MIX (TYP.)SEED WITH SAVANNA GRASS SEED MIX BY PRAIRIE RESTORATION INC. (TYP.)33-26122-112SAVALANDSCAPE KEYNOTESEDGER (TYP.)DOUBLE SHREDDED HARDWOOD MULCH (TYP.)ROCK MULCH (TYP.)SOD (TYP.)BOULDER (TYP.)K9 GRASS SYSTEM- CLASSIC (SEE DETAIL)LAWN BOWLING- PERIMETER CURBING (SEE DETAIL)FLAGSTONE PAVERS (SEE DETAIL)(TYP.)ABCDEFGHEXISTING DECIDUOUS TREE (TYP.)EDGER (TYP.)APPROXIMATE LIMITS OF SOD / IRRIGATION,SOD ALL DISTURBED AREAS (TYP.)SEED/ SOD EDGE (TYP.)BOULDER (TYP.)FLAGSTONE PAVERS (SEE DETAIL)(TYP.)K9 GRASS SYSTEM- CLASSIC (SEE DETAIL)SOD (TYP.)CONIFEROUS SHRUBSBOTANICAL NAMECOMMON NAMEGOJ JUNIPERUS VIRGINIANA `GREY OWL` GREY OWL JUNIPERSGJ JUNIPERUS CHINENSIS `SEA GREEN` SEA GREEN JUNIPERTAU TAXUS X MEDIA `TAUNTONII` TAUTON YEWYEW TAXUS X MEDIA `EVERLOW` EVERLOW YEWDECIDUOUS SHRUBSBOTANICAL NAMECOMMON NAMEANH HYDRANGEA ARBORESCENS `ANNABELLE` ANNABELLE HYDRANGEABLC ARONIA MELANOCARPA `IROQUOIS BEAUTY` TM IROQUOIS BEAUTY BLACK CHOKEBERRYDBH DIERVILLA LONICERA DWARF BUSH HONEYSUCKLEGGD CORNUS HESSEI `GARDEN GLOW` GARDEN GLOW DOGWOODGTF FORSYTHIA X `COURTASOL` TM GOLD TIDE FORSYTHIAIRD CORNUS SERICEA `ISANTI` ISANTI REDOSIER DOGWOODLDN PHYSOCARPUS OPULIFOLIUS `DONNA MAY` TM LITTLE DEVIL NINEBARKOVA AMELANCHIER ALNIFOLIA `OBELISK` STANDING OVATION SERVICEBERRYPJM RHODODENDRON `P.J.M.` PJM RHODODENDRONRM RHODODENDRON X `P.J.M. COMPACT` PJM COMPACTSEM SORBARIA SORBIFOLIA `SEM` SEM FALSESPIREASUM RHUS TYPHINA `LACINATA` CUTLEAF STAGHORN SUMACSWN PHYSOCARPUS OPULIFOLIUS `SEWARD` TM SUMMER WINE SEWARD NINEBARKPERENNIALSBOTANICAL NAMECOMMON NAMEAJG AJUGA REPTANS `BRONZE BEAUTY` BRONZE BEAUTY CARPET BUGLEAJS SEDUM X `AUTUMN JOY` AUTUMN JOY SEDUMALM ALLIUM X `MILLENIUM` MILLENIUM ORNAMENTAL ONIONAMS AMSONIA X `BLUE ICE` BLUE ICE AMSONIAAST ASTILBE CHINENSIS `PURPURKERZE` PURPLE CANDLES CHINESE ASTILBEBES RUDBECKIA FULGIDA `GOLDSTURM` BLACK-EYED SUSANBLH DICENTRA SPECTABILIS BLEEDING HEART PINK DICENTRABLT CAREX MORROWII `ICE BALLET` ICE BALLET SEDGEDAY HEMEROCALLIS X `APRICOT SPARKLES` APRICOT SPARKLES DAYLILYEAH HOSTA X `EARTH ANGEL` EARTH ANGEL HOSTAFAS ASTILBE X ARENDSII `FANAL` FANAL ASTILBEHOS HOSTA X `KROSSA REGAL` KROSSA RAGAL HOSTAKFG CALAMAGROSTIS X ACUTIFLORA `KARL FOERSTER` KARL FOERSTER FEATHER REED GRASSLMG ALCHEMILLA X `GOLD STRIKE` GOLD STRIKE LADY`S MANTLEMFG MISCANTHUS SINENSIS `PURPURESCENS` MISCANTHUS FLAME GRASSMNS SALVIA NEMEROSA `MAY NIGHT` MAY NIGHT SALVIAMSG MISCANTHUS SINENSIS `SILBERFEDER` MISCANTHUS SILVER FEATHER GRASSNMF ADIANTUM PEDATUM NORTHERN MAIDENHAIR FERNPAC PACHYSANDRA TERMINALIS `GREEN CARPET` GREEN CARPET PACHYSANDRATAR SPOROBOLUS HETEROLEPIS `TARA` TARA PRAIRIE DROPSEEDWLC NEPETA X FAASSENII `WALKERS LOW` WALKERS LOW CATMINTARTIFICAL TURFBOTANICAL NAMECOMMON NAMEK9 ARTIFICAL TURF . K9 GRASS SYSTEM- CLASSICSOD/SEEDBOTANICAL NAMECOMMON NAMESOD POA PRATENSIS KENTUCKY BLUEGRASSThis document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.SHEET NUMBER 2018 KIMLEY-HORN AND ASSOCIATES, INC.767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY-HORN.COMK:\TWC_LDEV\Boldt\arden hills senior living\3 Design\CAD\plansheets\L1-LANDSCAPE PLAN.DWG December 23, 2020 - 4:10pmBYREVISIONSNo.DATEPRELIMINARY - NOT FOR CONSTRUCTIONPREPARED FORLANDSCAPEENLARGEMENTL101ARDEN HILLSSENIOR LIVINGNEWPERSPECTIVEARDEN HILLSMNLANDSCAPE ENLARGEMENTSCALE: 1"=20'L1011 SEEDING KEYNOTESSEED WITH MNDOT 33-261: STORMWATER SOUTH & WEST SEED MIX (TYP.)SEED WITH SAVANNA GRASS SEED MIX BY PRAIRIE RESTORATION INC. (TYP.)33-26122-112SAVALANDSCAPE KEYNOTESEDGER (TYP.)DOUBLE SHREDDED HARDWOOD MULCH (TYP.)ROCK MULCH (TYP.)SOD (TYP.)BOULDER (TYP.)K9 GRASS SYSTEM- CLASSIC (SEE DETAIL)ABCDEFLANDSCAPE LEGENDEXISTING DECIDUOUS TREE (TYP.)EDGER (TYP.)APPROXIMATE LIMITS OF SOD / IRRIGATION,SOD ALL DISTURBED AREAS (TYP.)SEED/ SOD EDGE (TYP.)BOULDER (TYP.)FLAGSTONE PAVERS (SEE DETAIL)(TYP.)K9 GRASS SYSTEM- CLASSIC (SEE DETAIL)SOD (TYP.)CONIFEROUS SHRUBSBOTANICAL NAMECOMMON NAMEGOJ JUNIPERUS VIRGINIANA `GREY OWL` GREY OWL JUNIPERSGJ JUNIPERUS CHINENSIS `SEA GREEN` SEA GREEN JUNIPERTAU TAXUS X MEDIA `TAUNTONII` TAUTON YEWYEW TAXUS X MEDIA `EVERLOW` EVERLOW YEWDECIDUOUS SHRUBSBOTANICAL NAMECOMMON NAMEANH HYDRANGEA ARBORESCENS `ANNABELLE` ANNABELLE HYDRANGEABLC ARONIA MELANOCARPA `IROQUOIS BEAUTY` TM IROQUOIS BEAUTY BLACK CHOKEBERRYDBH DIERVILLA LONICERA DWARF BUSH HONEYSUCKLEGGD CORNUS HESSEI `GARDEN GLOW` GARDEN GLOW DOGWOODGTF FORSYTHIA X `COURTASOL` TM GOLD TIDE FORSYTHIAIRD CORNUS SERICEA `ISANTI` ISANTI REDOSIER DOGWOODLDN PHYSOCARPUS OPULIFOLIUS `DONNA MAY` TM LITTLE DEVIL NINEBARKOVA AMELANCHIER ALNIFOLIA `OBELISK` STANDING OVATION SERVICEBERRYPJM RHODODENDRON `P.J.M.` PJM RHODODENDRONRM RHODODENDRON X `P.J.M. COMPACT` PJM COMPACTSEM SORBARIA SORBIFOLIA `SEM` SEM FALSESPIREASUM RHUS TYPHINA `LACINATA` CUTLEAF STAGHORN SUMACSWN PHYSOCARPUS OPULIFOLIUS `SEWARD` TM SUMMER WINE SEWARD NINEBARKPERENNIALSBOTANICAL NAMECOMMON NAMEAJG AJUGA REPTANS `BRONZE BEAUTY` BRONZE BEAUTY CARPET BUGLEAJS SEDUM X `AUTUMN JOY` AUTUMN JOY SEDUMALM ALLIUM X `MILLENIUM` MILLENIUM ORNAMENTAL ONIONAMS AMSONIA X `BLUE ICE` BLUE ICE AMSONIAAST ASTILBE CHINENSIS `PURPURKERZE` PURPLE CANDLES CHINESE ASTILBEBES RUDBECKIA FULGIDA `GOLDSTURM` BLACK-EYED SUSANBLH DICENTRA SPECTABILIS BLEEDING HEART PINK DICENTRABLT CAREX MORROWII `ICE BALLET` ICE BALLET SEDGEDAY HEMEROCALLIS X `APRICOT SPARKLES` APRICOT SPARKLES DAYLILYEAH HOSTA X `EARTH ANGEL` EARTH ANGEL HOSTAFAS ASTILBE X ARENDSII `FANAL` FANAL ASTILBEHOS HOSTA X `KROSSA REGAL` KROSSA RAGAL HOSTAKFG CALAMAGROSTIS X ACUTIFLORA `KARL FOERSTER` KARL FOERSTER FEATHER REED GRASSLMG ALCHEMILLA X `GOLD STRIKE` GOLD STRIKE LADY`S MANTLEMFG MISCANTHUS SINENSIS `PURPURESCENS` MISCANTHUS FLAME GRASSMNS SALVIA NEMEROSA `MAY NIGHT` MAY NIGHT SALVIAMSG MISCANTHUS SINENSIS `SILBERFEDER` MISCANTHUS SILVER FEATHER GRASSNMF ADIANTUM PEDATUM NORTHERN MAIDENHAIR FERNPAC PACHYSANDRA TERMINALIS `GREEN CARPET` GREEN CARPET PACHYSANDRATAR SPOROBOLUS HETEROLEPIS `TARA` TARA PRAIRIE DROPSEEDWLC NEPETA X FAASSENII `WALKERS LOW` WALKERS LOW CATMINTARTIFICAL TURFBOTANICAL NAMECOMMON NAMEK9 ARTIFICAL TURF . K9 GRASS SYSTEM- CLASSICSOD/SEEDBOTANICAL NAMECOMMON NAMESOD POA PRATENSIS KENTUCKY BLUEGRASS7 - WLC3 - SWN5 - SGJ3 - WLC52 - DAY5 - WLCThis document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.SHEET NUMBER 2018 KIMLEY-HORN AND ASSOCIATES, INC.767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY-HORN.COMK:\TWC_LDEV\Boldt\arden hills senior living\3 Design\CAD\plansheets\L1-LANDSCAPE PLAN.dwg December 23, 2020 - 4:11pmBYREVISIONSNo.DATEPRELIMINARY - NOT FOR CONSTRUCTIONPREPARED FORLANDSCAPEENLARGEMENTL102ARDEN HILLSSENIOR LIVINGNEWPERSPECTIVEARDEN HILLSMNLANDSCAPE ENLARGEMENTSCALE: 1"=20'L1021NORTH TREESCODEQTYBOTANICAL NAMECOMMON NAMECONTCALSIZEPRX* 22 ULMUS AMERICANA `LEWIS & CLARK` TM PRAIRIE EXPEDITION AMERICAN ELM B & B 3.5" CALPRX+ 2 ULMUS AMERICANA `LEWIS & CLARK` TM PRAIRIE EXPEDITION AMERICAN ELM B & B 5" CAL.CONIFEROUS TREECODEQTYBOTANICAL NAMECOMMON NAMECONTCALSIZEAUP 2 PINUS NIGRA AUSTRIAN PINE B & B 6` HT.BHS 11 PICEA GLAUCA `DENSATA` BLACK HILLS SPRUCE B & B 6` HT.CBS 5 PICEA PUNGENS COLORADO SPRUCE B & B 6` HT.CBS* 3 PICEA PUNGENS COLORADO SPRUCE B & B 8` HTERC 6 JUNIPERUS VIRGINIANA EASTERN RED CEDAR B & B 6` HT. 6` HT.NWS 5 PICEA ABIES NORWAY SPRUCE B & B 6` HT.NWS+ 2 PICEA ABIES NORWAY SPRUCE B & B 12` HTSCP 8 PINUS SYLVESTRIS SCOTCH PINE B & B 6` HT.SCP* 3 PINUS SYLVESTRIS SCOTCH PINE B & B 8` HTWHP 10 PINUS STROBUS WHITE PINE B & B 6` HT.WHP+ 3 PINUS STROBUS WHITE PINE B & B 12` HTORNAMENTAL TREECODEQTYBOTANICAL NAMECOMMON NAMECONTCALSIZEALS 1 AMELANCHIER X GRANDIFLORA `AUTUMN BRILLANCE` AUTUMN BRILLANCE SERVICEBERRY CLUMP B & B 6` HT.FRS 8 CARPINUS CAROLINIANA `J.N. UPRIGHT` TM FIRESPIRE BEECH B & B 6` HT.PAG 1 CORNUS ALTERNIFOLIA PAGODA DOGWOOD B & B 2" CAL.PFC 5 MALUS X `PRAIRIFIRE` PRAIRIFIRE CRAB APPLE B & B 2" CAL.QUA 3 POPULUS TREMULOIDES QUAKING ASPEN B & B 2" CAL.RVB 12 BETULA NIGRA RIVER BIRCH MULTI-TRUNK B & B 6` HT.RVB+ 6 BETULA NIGRA RIVER BIRCH MULTI-TRUNK B & B 12` HTSSC 9 MALUS X `SPRING SNOW` SPRING SNOW CRAB APPLE B & B 2" CAL.WSB 2 BETULA POPULIFOLIA `WHITESPIRE` WHITESPIRE BIRCH CLUMP B & B 6` HT.WSB* 5 BETULA POPULIFOLIA `WHITESPIRE` WHITESPIRE BIRCH CLUMP B & B 8` HTOVERSTORY TREECODEQTYBOTANICAL NAMECOMMON NAMECONTCALSIZEABM 1 ACER X FREEMANII `AUTUMN BLAZE` AUTUMN BLAZE MAPLE B & B 2.5" CAL.ABM+ 3 ACER X FREEMANII `AUTUMN BLAZE` AUTUMN BLAZE MAPLE B & B 5" CAL.ACC 3 GLEDITSIA TRIACANTHOS VAR. INERMIS `HARVE` NORTHERN ACCLAIM HONEYLOCUST B & B 2.5" CAL.CQA 6 QUERCUS ROBUR X QUERCUS ALBA `CRIMSCHMIDT` CRIMSON SPIRE OAK B & B 2.5" CAL.ELM 9 ULMUS X `MORTON GLOSSY` TM TRIUMPH ELM B & B 2.5" CAL.FFM+ 3 ACER SACCHARUM `FALL FIESTA` SUGAR MAPLE B & B 5" CAL,HON 1 GLEDITSIA TRIACANTHOS VAR. INERMIS `SKYCOLE` SKYLINE HONEYLOCUST B & B 2.5" CAL.HON* 7 GLEDITSIA TRIACANTHOS VAR. INERMIS `SKYCOLE` SKYLINE HONEYLOCUST B & B 3.5" CALKCY* 5 GYMNOCLADUS DIOICA `ESPRESSO` ESPRESSO KENTUCKY COFFEETREE B & B 3.5" CALNPO* 3 QUERCUS ELLIPSOIDALIS NORTHERN PIN OAK B & B 3.5" CALNPO+ 1 QUERCUS ELLIPSOIDALIS NORTHERN PIN OAK B & B 5" CAL.NWM 2 ACER RUBRUM `NORTHWOOD` NORTHWOOD MAPLE B & B 2.5" CAL.RDL 2 TILIA AMERICANA `REDMOND` REDMOND AMERICAN LINDEN B & B 2.5" CAL.RDO 2 QUERCUS RUBRA NORTHERN RED OAK B & B 2.5" CAL.RDO+ 3 QUERCUS RUBRA NORTHERN RED OAK B & B 5" CAL.SWO 2 QUERCUS BICOLOR SWAMP WHITE OAK B & B 2.5" CAL.PLANT SCHEDULEThis document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.SHEET NUMBER 2018 KIMLEY-HORN AND ASSOCIATES, INC.767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY-HORN.COMK:\TWC_LDEV\Boldt\arden hills senior living\3 Design\CAD\plansheets\L1-LANDSCAPE PLAN.dwg December 23, 2020 - 4:11pmBYREVISIONSNo.DATEPRELIMINARY - NOT FOR CONSTRUCTIONPREPARED FORLANDSCAPESCHEDULE -TREESL103ARDEN HILLSSENIOR LIVINGNEWPERSPECTIVEARDEN HILLSMN CONIFEROUS SHRUBSCODEQTYBOTANICAL NAMECOMMON NAMECONTSPACINGSIZEGOJ 17 JUNIPERUS VIRGINIANA `GREY OWL` GREY OWL JUNIPER #5 CONT. 4` O.C.SGJ 68 JUNIPERUS CHINENSIS `SEA GREEN` SEA GREEN JUNIPER #5 CONT. 5` O.C.TAU 24 TAXUS X MEDIA `TAUNTONII` TAUTON YEW #5 CONT. 5` O.C.YEW 20 TAXUS X MEDIA `EVERLOW` EVERLOW YEW #5 CONT. 5` O.C.DECIDUOUS SHRUBSCODEQTYBOTANICAL NAMECOMMON NAMECONTSPACINGSIZEANH 32 HYDRANGEA ARBORESCENS `ANNABELLE` ANNABELLE HYDRANGEA #5 CONT. 4` O.C.BLC 19 ARONIA MELANOCARPA `IROQUOIS BEAUTY` TM IROQUOIS BEAUTY BLACK CHOKEBERRY #5 CONT. 4` O.C.DBH 52 DIERVILLA LONICERA DWARF BUSH HONEYSUCKLE #5 CONT. 3` O.C.GGD 17 CORNUS HESSEI `GARDEN GLOW` GARDEN GLOW DOGWOOD #5 CONT. 5` O.C.GTF 16 FORSYTHIA X `COURTASOL` TM GOLD TIDE FORSYTHIA #5 CONT. 4` O.C.IRD 37 CORNUS SERICEA `ISANTI` ISANTI REDOSIER DOGWOOD #5 CONT. 5` O.C.LDN 45 PHYSOCARPUS OPULIFOLIUS `DONNA MAY` TM LITTLE DEVIL NINEBARK #5 CONT. 4` O.C.OVA 10 AMELANCHIER ALNIFOLIA `OBELISK` STANDING OVATION SERVICEBERRY #5 CONT. 4` O.C.PJM 6 RHODODENDRON `P.J.M.` PJM RHODODENDRON #5 CONT. 4` O.C.RM 26 RHODODENDRON X `P.J.M. COMPACT` PJM COMPACT #2 CONT.SEM 31 SORBARIA SORBIFOLIA `SEM` SEM FALSESPIREA #5 CONT. 3` O.C.SUM 16 RHUS TYPHINA `LACINATA` CUTLEAF STAGHORN SUMAC #2 CONT. 5` O.C.SWN 8 PHYSOCARPUS OPULIFOLIUS `SEWARD` TM SUMMER WINE SEWARD NINEBARK #5 CONT.PERENNIALSCODEQTYBOTANICAL NAMECOMMON NAMECONTSIZESPACINGSPACINGAJG 16 AJUGA REPTANS `BRONZE BEAUTY` BRONZE BEAUTY CARPET BUGLE FLAT 18" O.C. 18" o.c.AJS 29 SEDUM X `AUTUMN JOY` AUTUMN JOY SEDUM #1 CONT 18" OC 18" o.c.ALM 79 ALLIUM X `MILLENIUM` MILLENIUM ORNAMENTAL ONION #1 CONT 14" O.C. 14" o.c.AMS 78 AMSONIA X `BLUE ICE` BLUE ICE AMSONIA #1 CONT 18" O.C. 18" o.c.AST 19 ASTILBE CHINENSIS `PURPURKERZE` PURPLE CANDLES CHINESE ASTILBE #1 CONT. 36" O.C. 36" O.C. 36" o.c.BES 167 RUDBECKIA FULGIDA `GOLDSTURM` BLACK-EYED SUSAN #1 CONT 18" OC 18" o.c.BLH 8 DICENTRA SPECTABILIS BLEEDING HEART PINK DICENTRA #1 CONT. 24" O.C. 24" o.c.BLT 40 CAREX MORROWII `ICE BALLET` ICE BALLET SEDGE #1 CONT 18" O.C. 18" o.c.DAY 75 HEMEROCALLIS X `APRICOT SPARKLES` APRICOT SPARKLES DAYLILY #1 CONT. 15" OC 15" o.c.EAH 9 HOSTA X `EARTH ANGEL` EARTH ANGEL HOSTA #1 CONT. 40" O.C. 40" o.c.FAS 60 ASTILBE X ARENDSII `FANAL` FANAL ASTILBE #1 CONT 15" OC 15" o.c.HOS 16 HOSTA X `KROSSA REGAL` KROSSA RAGAL HOSTA #1 CONT 48" O.C. 48" o.c.KFG 55 CALAMAGROSTIS X ACUTIFLORA `KARL FOERSTER` KARL FOERSTER FEATHER REED GRASS #1 CONT 30" OC 30" o.c.LMG 18 ALCHEMILLA X `GOLD STRIKE` GOLD STRIKE LADY`S MANTLE #1 CONT 20" O.C. 20" o.c.MFG 18 MISCANTHUS SINENSIS `PURPURESCENS` MISCANTHUS FLAME GRASS #1 CONT 48" O.C. 48" o.c.MNS 32 SALVIA NEMEROSA `MAY NIGHT` MAY NIGHT SALVIA #1 CONT 15" O.C. 15" o.c.MSG 3 MISCANTHUS SINENSIS `SILBERFEDER` MISCANTHUS SILVER FEATHER GRASS #1 CONT 36" O.C. 36" o.c.NMF 84 ADIANTUM PEDATUM NORTHERN MAIDENHAIR FERN #1 CONT 12" O.C. 12" o.c.PAC 80 PACHYSANDRA TERMINALIS `GREEN CARPET` GREEN CARPET PACHYSANDRA FLAT 15" O.C. 15" o.c.TAR 181 SPOROBOLUS HETEROLEPIS `TARA` TARA PRAIRIE DROPSEED #1 CONT. 24" O.C. 24" o.c.WLC 30 NEPETA X FAASSENII `WALKERS LOW` WALKERS LOW CATMINT #1 CONT 30" OC 30" o.c.ARTIFICAL TURFCODEQTYBOTANICAL NAMECOMMON NAMECONTSIZESPACINGSPACINGK9 435 SF ARTIFICAL TURF . K9 GRASS SYSTEM- CLASSIC ARTIFICAL TURFSOD/SEEDCODEQTYBOTANICAL NAMECOMMON NAMECONTSIZESPACINGSPACINGSOD 42,125 SF POA PRATENSIS KENTUCKY BLUEGRASS SODThis document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.SHEET NUMBER 2018 KIMLEY-HORN AND ASSOCIATES, INC.767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY-HORN.COMK:\TWC_LDEV\Boldt\arden hills senior living\3 Design\CAD\plansheets\L1-LANDSCAPE PLAN.dwg December 23, 2020 - 4:12pmBYREVISIONSNo.DATEPRELIMINARY - NOT FOR CONSTRUCTIONPREPARED FORLANDSCAPESCHEDULE -SHRUBS &PERENNIALSL104ARDEN HILLSSENIOR LIVINGNEWPERSPECTIVEARDEN HILLSMN VIRGINIA SLATE FLAGSTONE (OR APPROVED EQUAL)ROCK MULCHCONCRETE SIDEWALK- SEE CIVIL4" CLASS 5COMPACTED SUBGRADE1" MINIMUM SAND SETTING BEDGEOTEXTILE FABRICThis document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.SHEET NUMBER 2018 KIMLEY-HORN AND ASSOCIATES, INC.767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY-HORN.COMK:\TWC_LDEV\Boldt\arden hills senior living\3 Design\CAD\plansheets\L1-LANDSCAPE DETAILS.dwg December 23, 2020 - 4:12pm©BYREVISIONSNo.DATEPRELIMINARY - NOT FOR CONSTRUCTIONPREPARED FORLANDSCAPEDETAILSL105ARDEN HILLSSENIOR LIVINGNEWPERSPECTIVEARDEN HILLSMNDOUBLE SHREDDED HARDWOOD MULCHNOTES:2X ROOT BALL WIDTHSOD4" TOPSOILPREPARED PLANTING BED ANDBACKFILL SOIL(THOROUGHLY LOOSENED)NOTES:1. SCARIFY SIDES AND BOTTOM OF HOLE.2. PROCEED WITH CORRECTIVE PRUNING OF TOP AND ROOT.3. REMOVE CONTAINER AND SCORE OUTSIDE OF SOIL MASS TO REDIRECTAND PREVENT CIRCLING FIBROUS ROOTS. REMOVE OR CORRECT STEMGIRDLING ROOTS.4. PLUMB AND BACKFILL WITH PLANTING SOIL.5. WATER THOROUGHLY WITHIN 2 HOURS TO SETTLE PLANTS AND FILLVOIDS.6. BACK FILL VOIDS AND WATER SECOND TIME.7. PLACE MULCH WITHIN 48 HOURS OF THE SECOND WATERING UNLESSSOIL MOISTURE IS EXCESSIVE.8. MIX IN 3-4" OF ORGANIC COMPOST.1. SCARIFY SIDES AND BOTTOM OF HOLE.2. PROCEED WITH CORRECTIVE PRUNING.3. SET PLANT ON UNDISTURBED NATIVE SOIL ORTHOROUGHLY COMPACTED PLANTING SOIL.INSTALL PLANT SO THE ROOT FLARE IS AT OR UPTO 2" ABOVE THE FINISHED GRADE WITH BURLAPAND WIRE BASKET, (IF USED), INTACT.4. SLIT REMAINING TREATED BURLAP AT 6"INTERVALS.5. BACKFILL TO WITHIN APPROXIMATELY 12" OF THETOP OF THE ROOTBALL, THEN WATER PLANT.REMOVE THE TOP 1/3 OF THE BASKET OR THE TOPTWO HORIZONTAL RINGS WHICHEVER ISGREATER. REMOVE ALL BURLAP AND NAILS FROMTHE TOP 1/3 OF THE BALL. REMOVE ALL TWINE.REMOVE OR CORRECT STEM GIRDLING ROOTS.6. PLUMB AND BACKFILL WITH PLANTING SOIL.7. WATER THOROUGHLY WITHIN 2 HOURS TOSETTLE PLANTS AND FILL VOIDS.8. BACK FILL VOIDS AND WATER SECOND TIME.9. PLACE MULCH WITHIN 48 HOURS OF THE SECONDWATERING UNLESS SOIL MOISTURE IS EXCESSIVE.10. FINAL LOCATION OF TREE TO BE APPROVED BYOWNER.PLANTING SOILTREE PLANTING DETAILSCALE: N.T.S.L1051SHRUB / PERENNIAL PLANTING DETAILSCALE: N.T.S.L1052MULCH3/16" X 4" STEEL EDGER12" STEEL EDGER SPIKETURF/SODSUBGRADE12" STEEL EDGER SPIKE3/16" X 4" STEEL EDGERMULCHTURF/SODTOP OF EDGER TO BEFLUSH WITH SODPLANSECTIONSTEEL EDGER DETAILSCALE: N.T.S.L1053SPADED EDGE DETAILSCALE: 1-1/2"=1'L1054MULCH AT PLANTING AREASPADED EDGE "V" SHAPED, 4" WIDTH,4" DEPTH, MORE VERTICAL ON LAWNSIDELAWN GRASSFINISHED GRADE1. CONTRACTOR SHALL CONTACT COMMON GROUND ALLIANCE AT 811 OR CALL811.COM TOVERIFY LOCATIONS OF ALL UNDERGROUND UTILITIES PRIOR TO INSTALLATION OF ANY PLANTSOR LANDSCAPE MATERIAL.2. ACTUAL LOCATION OF PLANT MATERIAL IS SUBJECT TO FIELD AND SITE CONDITIONS.3. NO PLANTING WILL BE INSTALLED UNTIL ALL GRADING AND CONSTRUCTION HAS BEENCOMPLETED IN THE IMMEDIATE AREA.4. ALL SUBSTITUTIONS MUST BE APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TOSUBMISSION OF ANY BID AND/OR QUOTE BY THE LANDSCAPE CONTRACTOR.5. CONTRACTOR SHALL PROVIDE TWO YEAR GUARANTEE OF ALL PLANT MATERIALS. THEGUARANTEE BEGINS ON THE DATE OF THE LANDSCAPE ARCHITECT'S OR OWNER'S WRITTENACCEPTANCE OF THE INITIAL PLANTING. REPLACEMENT PLANT MATERIAL SHALL HAVE A ONEYEAR GUARANTEE COMMENCING UPON PLANTING.6. ALL PLANTS TO BE SPECIMEN GRADE, MINNESOTA-GROWN AND/OR HARDY. SPECIMEN GRADESHALL ADHERE TO, BUT IS NOT LIMITED BY, THE FOLLOWING STANDARDS:ALL PLANTS SHALL BE FREE FROM DISEASE, PESTS, WOUNDS, SCARS, ETC.ALL PLANTS SHALL BE FREE FROM NOTICEABLE GAPS, HOLES, OR DEFORMITIES.ALL PLANTS SHALL BE FREE FROM BROKEN OR DEAD BRANCHES.ALL PLANTS SHALL HAVE HEAVY, HEALTHY BRANCHING AND LEAFING.CONIFEROUS TREES SHALL HAVE AN ESTABLISHED MAIN LEADER AND A HEIGHT TO WIDTHRATIO OF NO LESS THAN 5:3.7. PLANTS TO MEET AMERICAN STANDARD FOR NURSERY STOCK (ANSI Z60.1-2014 OR MOSTCURRENT VERSION) REQUIREMENTS FOR SIZE AND TYPE SPECIFIED.8. PLANTS TO BE INSTALLED AS PER MNLA & ANSI STANDARD PLANTING PRACTICES.9. PLANTS SHALL BE IMMEDIATELY PLANTED UPON ARRIVAL AT SITE. PROPERLY HEEL-INMATERIALS IF NECESSARY; TEMPORARY ONLY.10. PRIOR TO PLANTING, FIELD VERIFY THAT THE ROOT COLLAR/ROOT FLAIR IS LOCATED AT THETOP OF THE BALLED & BURLAP TREE. IF THIS IS NOT THE CASE, SOIL SHALL BE REMOVEDDOWN TO THE ROOT COLLAR/ROOT FLAIR. WHEN THE BALLED & BURLAP TREE IS PLANTED, THEROOT COLLAR/ROOT FLAIR SHALL BE EVEN OR SLIGHTLY ABOVE FINISHED GRADE.11. OPEN TOP OF BURLAP ON BB MATERIALS; REMOVE POT ON POTTED PLANTS; SPLIT AND BREAKAPART PEAT POTS.12. PRUNE PLANTS AS NECESSARY - PER STANDARD NURSERY PRACTICE AND TO CORRECT POORBRANCHING OF EXISTING AND PROPOSED TREES.13. WRAP ALL SMOOTH-BARKED TREES - FASTEN TOP AND BOTTOM. REMOVE BY APRIL 1ST.14. STAKING OF TREES AS REQUIRED; REPOSITION, PLUMB AND STAKE IF NOT PLUMB AFTER ONEYEAR.15. THE NEED FOR SOIL AMENDMENTS SHALL BE DETERMINED UPON SITE SOIL CONDITIONS PRIORTO PLANTING. LANDSCAPE CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT FOR THENEED OF ANY SOIL AMENDMENTS.16. BACKFILL SOIL AND TOPSOIL TO ADHERE TO MN/DOT STANDARD SPECIFICATION 3877 (SELECTTOPSOIL BORROW) AND TO BE EXISTING TOP SOIL FROM SITE FREE OF ROOTS, ROCKS LARGERTHAN ONE INCH, SUBSOIL DEBRIS, AND LARGE WEEDS UNLESS SPECIFIED OTHERWISE.MINIMUM 4" DEPTH TOPSOIL FOR ALL LAWN GRASS AREAS AND 12" DEPTH TOPSOIL FOR TREE,SHRUBS, AND PERENNIALS.17. MULCH TO BE AT ALL TREE, SHRUB, PERENNIAL, AND MAINTENANCE AREAS. TREE AND SHRUBPLANTING BEDS SHALL HAVE 4" DEPTH OF DOUBLE SHREDDED HARDWOOD MULCH. DOUBLESHREDDED HARDWOOD MULCH TO BE USED AROUND ALL PLANTS WITHIN TURF AREAS.PERENNIAL AND ORNAMENTAL GRASS BEDS SHALL HAVE 3" DEPTH DOUBLE SHREDDEDHARDWOOD MULCH. MULCH TO BE FREE OF DELETERIOUS MATERIAL AND COLORED DARKBROWN, OR APPROVED EQUAL. APPLY PREMENEGRENT HERBICIDE PRIOR TO MULCHPLACEMENT PER MANUFACTURER RECOMMENDATIONS, USE PREEN OR PRE-APPROVED EQUAL.ROCK MULCH TO BE TRAP ROCK CHIPS (COLOR GREY), 3/4" TO 1-1/2" DIAMETER, AT MINIMUM 3"DEPTH, OR APPROVED EQUAL. ROCK MULCH TO BE ON COMMERCIAL GRADE FILTER FABRIC, BYTYPAR, OR APPROVED EQUAL WITH NO EXPOSURE. MULCH AND FABRIC TO BE APPROVED BYOWNER PRIOR TO INSTALLATION. MULCH TO MATCH EXISTING CONDITIONS (WHEREAPPLICABLE).18. BOULDER TO BE TRAP ROCK (COLOR GREY) APPROXIMATELY 24" WIDE X 24" HIGH X 48" LONGOR RECTANGULAR IN SHAPE, ROUGH FACE, AND FLAT BOTTOM, FIRMLY ANCHORED ON TOP OFGROUND AND LEVEL. OWNER/ LANDSCAPE ARCHITECT TO APPROVE PRIOR TO DELIVERY.19. EDGING TO BE COMMERCIAL GRADE VALLEY-VIEW BLACK DIAMOND (OR EQUAL) POLY EDGINGOR SPADED EDGE, AS INDICATED. POLY EDGING SHALL BE PLACED WITH SMOOTH CURVES ANDSTAKED WITH METAL SPIKES NO GREATER THAN 4 FOOT ON CENTER WITH BASE OF TOP BEADAT GRADE, FOR MOWERS TO CUT ABOVE WITHOUT DAMAGE. UTILIZE CURBS AND SIDEWALKSFOR EDGING WHERE POSSIBLE. SPADED EDGE TO PROVIDE V-SHAPED DEPTH AND WIDTH TOCREATE SEPARATION BETWEEN MULCH AND GRASS. INDIVIDUAL TREE, SHRUB, ORRAIN-GARDEN BEDS TO BE SPADED EDGE, UNLESS NOTED OTHERWISE. EDGING TO MATCHEXISTING CONDITIONS (WHERE APPLICABLE).20. ALL DISTURBED AREAS TO BE SODDED OR SEEDED, UNLESS OTHERWISE NOTED. SOD TO BESTANDARD MINNESOTA GROWN AND HARDY BLUEGRASS MIX, FREE OF LAWN WEEDS. ALLTOPSOIL AREAS TO BE RAKED TO REMOVE DEBRIS AND ENSURE DRAINAGE. SLOPES OF 3:1 ORGREATER SHALL BE STAKED. SEED AS SPECIFIED AND PER MN/DOT SPECIFICATIONS. IF NOTINDICATED ON LANDSCAPE PLAN, SEE EROSION CONTROL PLAN.21. PROVIDE IRRIGATION TO ALL PLANTED AREAS ON SITE. IRRIGATION SYSTEM TO BEDESIGN/BUILD BY LANDSCAPE CONTRACTOR. LANDSCAPE CONTRACTOR TO PROVIDE SHOPDRAWINGS TO LANDSCAPE ARCHITECT FOR APPROVAL PRIOR TO INSTALLATION OF IRRIGATIONSYSTEM. CONTRACTOR TO PROVIDE OPERATION MANUALS, AS-BUILT PLANS, AND NORMALPROGRAMMING. SYSTEM SHALL BE WINTERIZED AND HAVE SPRING STARTUP DURING FIRSTYEAR OF OPERATION. SYSTEM SHALL HAVE ONE-YEAR WARRANTY ON ALL PARTS AND LABOR.ALL INFORMATION ABOUT INSTALLATION AND SCHEDULING CAN BE OBTAINED FROM THEGENERAL CONTRACTOR.22. CONTRACTOR SHALL PROVIDE NECESSARY WATERING OF PLANT MATERIALS UNTIL THE PLANTIS FULLY ESTABLISHED OR IRRIGATION SYSTEM IS OPERATIONAL. OWNER WILL NOT PROVIDEWATER FOR CONTRACTOR.23. REPAIR, REPLACE, OR PROVIDE SOD/SEED AS REQUIRED FOR ANY ROADWAY BOULEVARDAREAS ADJACENT TO THE SITE DISTURBED DURING CONSTRUCTION.24. REPAIR ALL DAMAGE TO PROPERTY FROM PLANTING OPERATIONS AT NO COST TO OWNER.25. MAINTAIN TREES, SHRUBS, AND OTHER PLANTS UNTIL PROJECT COMPLETION, BUT IN NO CASE,LESS THAN THE FOLLOWING PERIOD; 1 YEAR AFTER PROJECT COMPLETION. MAINTAIN TREES,SHRUBS, AND OTHER PLANTS BY PRUNING, CULTIVATING, AND WEEDING AS REQUIRED FORHEALTHY GROWTH. RESTORE PLANTING SAUCERS. TIGHTEN AND REPAIR STAKE AND GUYSUPPORTS AND RESET TREES AND SHRUBS TO PROPER GRADES OR VERTICAL POSITION ASREQUIRED. RESTORE OR REPLACE DAMAGED WRAPPINGS. SPRAY AS REQUIRED TO KEEPTREES AND SHRUBS FREE OF INSECTS AND DISEASE. REPLENISH MULCH TO THE REQUIREDDEPTH. MAINTAIN LAWNS FOR 45 DAYS AFTER INSTALLING SOD INCLUDING MOWING WHEN SODRECITES 4" IN HEIGHT. WEED PLANTING BEDS AND MULCH SAUCERS AT MINIMUM ONCE AMONTH DURING THE GROWING SEASON. PROVIDE A MONTHLY REPORT TO THE OWNER ONWEEDING AND OTHER MAINTENANCE RESPONSIBILITIES.LANDSCAPE NOTESFLAGSTONE PAVERSSCALE: 1-1/2" = 1'L1055 1%2 X 10 WOODEN CURBING6 X 6 WOODEN SUPPORT WITH X DEGREE SYMBOL CHAMFERSOD- SEE LANDSCAPE PLANCONCRETE FOOTERPUTTING GREENS - BENT GRASS OVER AGGREGATE BASE (SEE DETAIL)DRAINTILE- SEE CIVIL12'6" MIN.WALLS1%BOLT WITH WASHER, RECESS HEAD (TYP.)NOTES:1. ALL WOOD TO BE TREATED. TREADED WOOD BELOW GRADE TO BEGROUND CONTACT, HEAVY DUTY.6" CLASS FIVECOMPACT SUBGRADEThis document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.SHEET NUMBER 2018 KIMLEY-HORN AND ASSOCIATES, INC.767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY-HORN.COMK:\TWC_LDEV\Boldt\arden hills senior living\3 Design\CAD\plansheets\L1-LANDSCAPE DETAILS.dwg December 23, 2020 - 4:13pm©BYREVISIONSNo.DATEPRELIMINARY - NOT FOR CONSTRUCTIONPREPARED FORLANDSCAPEDETAILSL106ARDEN HILLSSENIOR LIVINGNEWPERSPECTIVEARDEN HILLSMNLAWN BOWLING - SECTIONSCALE: 1-1/2" = 1'L1063LAWN BOWLING - OVERVIEWSCALE: 1" = 5'2L106L106 PREPARED FORPHOTOMETRICPLANL107ARDEN HILLS SENIORLIVINGNEW PERSPECTIVEARDEN HILLSMNThis document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.SHEET NUMBER 2018 KIMLEY-HORN AND ASSOCIATES, INC.767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY-HORN.COMK:\TWC_LDEV\Boldt\arden hills senior living\3 Design\CAD\plansheets\LIGHTING PLAN AND DETAILS.dwg December 23, 2020 - 4:13pm©BYREVISIONSNo.DATEPRELIMINARY - NOT FOR CONSTRUCTIONNORTH0.5' LIGHT CONTOURLEGEND1.0' LIGHT CONTOUR PREPARED FORLIGHTINGDETAILSL108ARDEN HILLS SENIORLIVINGNEW PERSPECTIVEARDEN HILLSMNThis document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.SHEET NUMBER 2018 KIMLEY-HORN AND ASSOCIATES, INC.767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY-HORN.COMK:\TWC_LDEV\Boldt\arden hills senior living\3 Design\CAD\plansheets\LIGHTING PLAN AND DETAILS.dwg December 23, 2020 - 4:13pm©BYREVISIONSNo.DATEPRELIMINARY - NOT FOR CONSTRUCTION PREPARED FORLIGHTINGDETAILSL109ARDEN HILLS SENIORLIVINGNEW PERSPECTIVEARDEN HILLSMNThis document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.SHEET NUMBER 2018 KIMLEY-HORN AND ASSOCIATES, INC.767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY-HORN.COMK:\TWC_LDEV\Boldt\arden hills senior living\3 Design\CAD\plansheets\LIGHTING PLAN AND DETAILS.dwg December 23, 2020 - 4:13pm©BYREVISIONSNo.DATEPRELIMINARY - NOT FOR CONSTRUCTION DELIVERIES/ MOVE INGARAGE ENTRYPATIOTRASH4 STORY BUILDING1 STORY BUILDING1 STORY BUILDINGEXISTING PONDMONUMENT SIGNPINE TREE DRIVESNELLING AVENUE1418104101066 STALLSNEW PONDTRANSFORMERGENERATORLAWN BOWLINGDOG RUNPLAYGROUNDWALKING TRAILEXISTING PARKING5' - 0"8' - 0"STONE OVER 20"x20" CONC. PIER W/ (8) #6 VERT. W/ #3 TIES @ 12" OC4" PRECAST CAP4"3' - 6"2' - 4"2' - 0" 8' - 10" 2' - 0"6' - 2"2' CONC. FOOTING W/ 2 #5 CONT.3'x3'x1' CONC. FOOTINGS W/ 3#5 EA. WAYSITE PLANArden Hills, MinnesotaNEW PERSPECTIVE ARDEN HILLS 6&$/( L1SCALE1/2" = 1'-0"1MONUMENT SIGN ELEVATIONPARKING SUMMARYPARKING SPACES PROVIDED: SITE 66 SPACES GARAGE 29 SPACES TOTAL 95 SPACES ARCHITECTURAL DRAWING INDEXL1 SITE PLANA1 GARAGE & FIRST FLOOR PLANA2 SECOND FLOOR PLANA3 THIRD FLOOR PLANA4 FOURTH FLOOR PLANA5 ROOF PLANA6 BUILDING ELEVATIONSA7 BUILDING ELEVATIONS 8363$35,9$7(',1,1*62,/('/$81'5</$81'5<00&678',2$&&00&678',2$&&00&678',200&678',200&678',2'28%/(00&678',2$&&00&'28%/($&&00&&219(56$&&00&&219(56$00&678',2$&&00&678',200&&219(56$&&00&'28%/($&&00&'28%/($&&00&678',2$&&00&678',200&678',2$&&00&'28%/($&&00&678',2$&&00&678',200&678',2$&&1856($&7,9,7< 62))',5:(//1(66:25.5220&5'2)),&(2)),&(('2)),&(%($87<6$/21.,7&+(1/281*(00&75,3/(00&75,3/(.,7&+(1(77(.,7&+(1(77(.,7&+(1(77(&20021$5($&20021$5($38%',1,1*/2%%<9(67,%8/(&20021$5($%2&2)),&(00&'28%/($00&678',2$&&00&678',200&678',2$&&00&678',200&&219(56%00&&219(56$&&00&&219(56$00&&219(56$&&00&&219(56$6815220322/',1,1*322/0(&+322/6725:(//1(660$,/'(02.,7&+(16725$*('5<6725$*(.,7&+(12)),&(75$6+35,9$7(',1,1*:20(10(1&21)(5(1&(5220%5($.5220'$7$(/(9(48,36725$*(:20(16/2&.(50(16/2&.(53+<67+(5$3<6725678',2$%('*%('(%(''(1&%('+%(''(1%%('+%('(678',2$%('(%('(+286(.((3,1*'$7$ 75$6+&20021$5($PATIO75$6+(/(9$725(48,30(17*$5$*(0(&+(/(&767$,567$,529 STALLS6725$*(GARAGE & FIRST FLOOR PLANArden Hills, MinnesotaNEW PERSPECTIVE ARDEN HILLSSCALE1/16" = 1'-0"11ST FLOOR PLANBUILDING AREA (Gross SF)Level AreaGARAGE 13344 SF1ST FLOOR 64681 SF2ND FLOOR 38946 SF3RD FLOOR 38040 SF4TH FLOOR 37379 SFGrand total 192390 SFUNIT MIX BY TYPE - MEMORY CARE-01 - MC STUDIO 17 52%-02 - MC CONVERSION 8 24%-03 - MC DOUBLE 6 18%-04 - MC TRIPLE 2 6%Grand total 33 100%UNIT MIX BY TYPE1 BED 49 43%1 BED + DEN 12 11%2 BED 37 33%STUDIO 15 13%Grand total 113 100%A1SCALE1/16" = 1'-0"2GARAGE 8383$&7,9,7,(6(;(5&,6('$1&(+$//OPEN TO BELOW678',2$678',2&%('(%(''(1&%('+%(''(1%%('+%(')%('$%('%%('$%('&$&&678',2%%('$%('$%('$%('$%(')%('$%('%%('(678',2$%(''(1$%('%%('$%('$%('$%('&%('(%,//,$5'6&20021$5($63$/,%5$5<0(1:20(11856(675$6+'$7$7+($7(5%('*$&&+286(.((3,1*'$7$0$,172)),&(ROOFROOFROOF67$,5%('(ROOF DECKSECOND FLOOR PLANArden Hills, MinnesotaNEW PERSPECTIVE ARDEN HILLSSCALE1/16" = 1'-0"12ND FLOOR PLANA2 6725$*(75$6+&+$3(/%(''(1$%('%%('$%('$678',2$%('*%('$%('$%('%%('$%(')%('$678',2$%('(%('$%('%%('$%('$%('$'$7$%(')%('$%('$%('$6725$*(%('%%('+%(''(1&%(''(1%""%('(%('(%('(678',2'$&&(66678',2%%(')6725/2&.(56 '$7$ROOF%('+%('+THIRD FLOOR PLANArden Hills, MinnesotaNEW PERSPECTIVE ARDEN HILLSSCALE1/16" = 1'-0"13RD FLOOR PLANA3 678',2$%('(%('(%('(6725$*(%(''(1$%('%%('&678',2$%('*%('$%('%%('$%('$%('$%('(678',2'%('$%('$%('%%('%%('$%(')%('$%(')%('$%('$%('%%('%%(')678',2%%(''(1'678',2(OPEN TO CHAPEL BELOW'$7$6725$*(75$6+6725/2&.(56%('+%(''(1&'$7$%('+%(''(1%FOURTH FLOOR PLANArden Hills, MinnesotaNEW PERSPECTIVE ARDEN HILLSSCALE1/16" = 1'-0"14TH FLOOR PLANA4 ROOFTOP MECH. UNITSROOF DECKUPPER MECH. UNIT SCREEN WALLLOWER MECH. UNIT SCREEN 2ND FLOOR111' -10 5/8"6"3' - 0"2' - 0"4"x4" STL. TUBE POST @ 6'-6" O.C.4"x4" STL. TUBE4"x4" STL. TUBEPREFINISHED CORRUGATED MTL. PANEL4"x4" STL. TUBE BRACE @ MIDDLE POST4' - 6"2' - 0"ROOF PLANArden Hills, MinnesotaNEW PERSPECTIVE ARDEN HILLSSCALE1/16" = 1'-0"1ROOF PLANA5SCALE3/4" = 1'-0"2LOWER ROOF RTU SCREENSCALE3/4" = 1'-0"3UPPER ROOF SCREEN 1ST FLOOR100' -0"ROOF143' -6 3/4"2ND FLOOR111' -10 5/8"3RD FLOOR123' -8 1/2"STONE #1FIBER CEMENT SIDING #2FIBER CEMENT SIDING #2FIBER CEMENT SIDING #5STONE #1BRICK #1FIBER CEMENT SIDING #1FIBER CEMENT SIDING #1FIBER CEMENT SIDING #2STONE #1 BRACKETFIBER CEMENT SIDING #54TH FLOOR134' -6 3/8"FIBER CEMENT SIDING #5FIBER CEMENT SIDING #1BRICK #1FIBER CEMENT SIDING #2STANDING SEAM MTL. ROOFALUMINUM RAILINGFIBER CEMENT SIDING #4 ARCHITECTURAL SHINGLESARCHITECTURAL SHINGLESFIBER CEMENT SIDING #5FIBER CEMENT SIDING #5VINYL WINDOWFIBER CEMENT SIDING #1 FIBER CEMENT #5BRICK #1STONE #19' - 10"ROOF MIDPOINT153'-4 3/4"FIBER CEMENT SIDING #2STONE 1,842 SF 12%BRICK 2,066 SF 13%CEMENT BOARD SIDING 7,895 SF 51%GLASS 3,727 SF 24%TOTAL 15,530 SF 100%MATERIAL AREASEXTERIOR FINISH SCHEDULEBRICK #1:MANUFACTURER:COLOR:SIZE:-HEBRON-BRANDYWINE-UTILITYSTONE #1:TYPE:COLOR:METAL SOFFIT & FASCIA:MANUFACTURER:COLOR:-CHILTON- WEATHERED EDGE NATURAL STONEROLLEXSNOWMISTMORTAR:-STANDARDFIBER CEMENT SIDING #1:MANUFACTURER:TYPE:PAINT:MANUFACTURER:TYPE:PAINT:WOODTONELAP SIDINGROSEWOODFIBER CEMENT SIDING #2:MANUFACTURER:TYPE:PAINT:JAMES HARDIE8" LAP SIDINGJAMES HARDIE - CARMELALUMINUM DECK, RAILINGS AND SCREEN/ RAILING ASSEMBLIES:PICKET RAIL:COLOR: BRONZEEXPOSURE:5"SQUARE LANDSCAPE BLOCK:MANUFACTURER:FINISH:COLOR:---EXPOSURE: 7"FIBER CEMENT SIDING #3:MANUFACTURER:TYPE:PAINT:WOODTONEVERTICAL BOARD & BATTEN 12" O.C.ROSEWOODFIBER CEMENT SIDING #4:MANUFACTURER:TYPE:PAINT:JAMES HARDIEVERTICAL BOARD & BATTEN 12" O.C.JAMES HARDIE- CARMELFIBER CEMENT SIDING #5:MANUFACTURER:TYPE:COLOR:CERTAINTEEDLANDMARKWEATHERED WOODARCHITECTURAL SHINGLE:EXPOSURE:MANUFACTURER:TYPE:PAINT:JAMES HARDIE1" THICK, 4" @ WINDOW VERTICALS AND SILLS, 6" AT WINDOW HEADS JAMES HARDIE - FADING TANFIBER CEMENT COMPOSITE TRIM:MANUFACTURER:COLOR:THERMOTECHWHITEVINYL WINDOWS:MANUFACTURER:COLOR:-CHAMPAGNE ANONDIZEDALUMINUM DOORS & WINDOWS:STANDING SEAM ROOF: MANUFACTURER:TYPE:PAINT:UNACLADUC-3MANSARD BROWNMANUFACTURER:COLOR:-TBDARCHITECTURAL PRECAST SILLS & CAPS:JAMES HARDIELAP SIDINGJAMES HARDIE - RICH ESPRESSO7"1ST FLOOR100' -0"ROOF143' -6 3/4"2ND FLOOR111' -10 5/8"3RD FLOOR123' -8 1/2"FIBER CEMENT SIDING #2FIBER CEMENT SIDING #4FIBER CEMENT SIDING #14TH FLOOR134' -6 3/8"FIBER CEMENT SIDING #1FIBER CEMENT SIDING #5VINYL WINDOWSPAINTED METAL LOUVERBRICK #1ASPHALT SHINGLESBRICK #1FIBER CEMENT SIDING #5FIBER CEMENT SIDING #1FIBER CEMENT SIDING #5FIBER CEMENT SIDING #5FIBER CEMENT SIDING #2BRACKETROOF MIDPOINT152'-1 1/2"8' - 6 3/4"FIBER CEMENT SIDING #2STONE 26 SF .5%BRICK 626 SF 7.5%CEMENT BOARD SIDING 5,626 SF 67%GLASS2,050 SF 25%TOTAL 8,330 SF 100%MATERIAL AREASSTONE #11ST FLOOR100' -0"ROOF143' -6 3/4"2ND FLOOR111' -10 5/8"3RD FLOOR123' -8 1/2"4TH FLOOR134' -6 3/8"FIBER CEMENT SIDING #1ARCHITECTURAL SHINGLESBRICK #1FIBER CEMENT SIDING #5PORCH SCREENVINYL WINDOWSTONE #1FIBER CEMENT SIDING #5FIBER CEMENT SIDING #2ARCHITECTURAL SHINGLESBRICK #1STONE #1VINYL WINDOWFIBER CEMENT SIDING #2FIBER CEMENT SIDING #1BRICK #1ROOF MIDPOINT152'-1 1/2"8' - 6 3/4"FIBER CEMENT SIDING #1ALUM. BALCONYSTONE 287 SF 5%BRICK 705 SF 13%CEMENT BOARD SIDING 3,185 SF 57%GLASS1,403 SF 25%TOTAL 5,580 SF 100%MATERIAL AREASBUILDING ELEVATIONSArden Hills, MinnesotaNEW PERSPECTIVE ARDEN HILLSSCALE1/16" = 1'-0"1EAST ELEVATIONSCALE1/16" = 1'-0"3NORTH ELEVATIONA6SCALE1/16" = 1'-0"2SOUTH ELEVATION- NORTH WING 1ST FLOOR100' -0"ROOF143' -6 3/4"2ND FLOOR111' -10 5/8"3RD FLOOR123' -8 1/2"BRICK #1FIBERCEMENT SIDING #2FIBER CEMENT SIDING #4STONE #14TH FLOOR134' -6 3/8"BRICK #1ARCHITECTURAL SHINGLESFIBER CEMENT SIDING #1FIBER CEMENT SIDING #1FIBER CEMENT SIDING #1FIBER CEMENT SIDING #5FIBER CEMENT SIDING #2ARCHITECTURAL SHINGLESVINYL WINDOWFIBERCEMENT SIDING #5GARAGE DOORFIBER CEMENT SIDING #3FIBER CEMENT SIDING #1FIBER CEMENT SIDING #4FIBER CEMENT SIDING #1STONE #1FIBER CEMENT SIDING #4FIBER CEMENT SIDING #5FIBER CEMENT SIDING #2GARAGE89' -6"FIBER CEMENT SIDING #5FIBER CEMENT SIDING #2FIBER CEMENT SIDING #5FIBER CEMENT SIDING #2FIBER CEMENT SIDING #1ROOF MIDPOINT152'-1 1/2"RTU SCREEN WALLRTU SCREEN WALLFIBERCEMENT SIDING #1ALUM. BALCONYSTONE 636 SF 4%BRICK 1,730 SF 11%CEMENT BOARD SIDING 9,112 SF 61%GLASS 3,840 SF 24%TOTAL 15,318 SF 100%MATERIAL AREAS1ST FLOOR100' -0"ROOF143' -6 3/4"2ND FLOOR111' -10 5/8"3RD FLOOR123' -8 1/2"FIBER CEMENT SIDING #4 FIBER CEMENT SIDING #1 STONE #14TH FLOOR134' -6 3/8"STONE #1STONE #1 VINYL WINDOWFIBER CEMENT SIDING #1STONE #1FIBER CEMENT SIDING #2FIBER CEMENT SIDING #5 FIBER CEMENT SIDING #4FIBER CEMENT SIDING #1FIBER CEMENT SIDING #2FIBER CEMENT SIDING #5FIBER CEMENT SIDING #5FIBER CEMENT SIDING #2FIBER CEMENT SIDING #1ALUM. BALCONYFIBER CEMENT SIDING #2FIBER CEMENT SIDING #5 BRACKETROOF MIDPOINT152'-1 1/2"STONE 477 SF 5%BRICK 0 SF 0%CEMENT BOARD SIDING 7,450 SF 73%GLASS 2,225 SF 22%TOTAL 10,152 SF 100%MATERIAL AREAS1ST FLOOR100' -0"ROOF143' -6 3/4"2ND FLOOR111' -10 5/8"3RD FLOOR123' -8 1/2"4TH FLOOR134' -6 3/8"ARCHITECTURAL SHINGLEFIBER CEMENT SIDING #2PAINTED METAL LOUVERVINYL WINDOWSTONE #1BRICK #1FIBER CEMENT SIDING #5FIBER CEMENT SIDING #2FIBER CEMENT SIDING #1BRICK #1FIBER CEMENT SIDING #1FIBER CEMENT SIDING #5FIBER CEMENT SIDING #2FIBER CEMENT SIDING #1BRICK #1ROOF MIDPOINT152'-1 1/2"STONE #1PORCH SCREENSTONE #1STONE 397 SF 5%BRICK 1,370 SF 17%CEMENT BOARD SIDING 4,468 SF 65%GLASS1,875 SF 23%TOTAL 8,110 SF 100%MATERIAL AREASBUILDING ELEVATIONSArden Hills, MinnesotaNEW PERSPECTIVE ARDEN HILLSSCALE1/16" = 1'-0"1WEST ELEVATIONSCALE1/16" = 1'-0"3SOUTH ELEVATIONSCALE1/16" = 1'-0"2NORTH ELEVATION- SOUTH WINGA7 ͳ͵ʹͲǤͲͺͷǦʹ Ǥ Ǧʹ Ǥ ǦǦʹ Ǥʹ ǡȋǡǡȌǡǡ ǡǡǤǡ Ǥ̶ ʹ̶ Ǥǡ ǤȋͳʹȀ͵ȀͲͺȌ ǤͳǤʹǡ ǣ Ǥǡǡ ȋȌǤ ̶ ʹ̶ ǦʹǤ Ǥ ͳ͵ʹͲǤͲͷǤ Ǥǡǡ ʹͶǡʹͲͲͺǡ Ǥ Ǥ ǣ ͳǤ ǡǡ Ȁ Ǣ ʹǤǡǡǡ ǡǡǡǢ ͵Ǥ ͳ͵ʹͷ Ǣ Ǥ Ǥ Ǥ ǤʹǤ Attachment F Ǥȋǡͳ͵ʹͲǤͲͷǡǦʹ Ȍ ǤǤ Ǥȋǡͳ͵ʹͲǤͲͷǡǦʹ ȌǤ Ǥ ǤǦʹ ǣ ͳǤͷͲǡͲͲͲ Ǥ ʹǤǡǡǡǡǡ ǡǡǡǡǡǡǡ ǡǡǤ Ǥ ͵ǤǢ ͶǤǢ ͷǤǢ ͸Ǥǡǡǡǡǡ ǡǢǡ ͹Ǥ ̵Ǥ Ǥ͵ǦǤͳ͵ʹͷǤͲͶ Ǧ Ǥ ȋͳǡ͵ʹͲȌǦ ǣ Ǥǡǡ Ǥ Ǥ Ǧǡ Ǥ Ǥͳ͵ʹͷǤͲͶ ǦʹǤ ǤͶȀǤ ͳ͵Ͷͷͳ͵ͷͷǤͲͶ͵ǡȀ ǣ ǤǢ ǤǢ Ǥͳ͵ʹͷǤͲͷͳǤ ǤͷǤȋ ͹Ȁ͹ȀͳͳȀȀȌ Ǥ ͳ͵ʹͷǡǦ ǣ ͳǤ Ǣ ʹǤ Ǣ ͵Ǥ ͷͷͲǢ ͶǤ ǤͷǤ ǤǤ ͳ͵ʹͷǡǦ ǣ ͳǤ Ǥ Ǣ ʹǤ Ǥ Ǣ ͵Ǥ ǤǤ Parking Study It is our understanding that our parking needs may differ from that of the city code. The following information is meant to show how New Perspective views its parking needs as it relates to its operations. The below calculations were given to the architect when we began our site planning process. The building program is proposed to include residents who are Independent, who might need assistance and those who may need assisted living and have some form of dementia. 53 of the units are anticipated to be Independent Living and 60 of the units would be Assisted Living. The balance would be memory care. The current plans indicate 66 surface parking stalls and 29 enclosed parking stalls for a total of 95. New Perspective Senior Living has consistently applied the below formulas for its parking needs, and it has proved successful in their last 6 communities. Resident Parking x Independent Living typically requires .85 stalls per unit (.85 Stalls / Unit * 53 Units = 45 Parks) x Assisted Living typically requires - .25 stalls per unit (.25 Stalls / Unit * 60 Units = 15 Parks) x Memory Care requires no parking for residents (Zero Parks Required) Total Resident Parks Required: 60 Parks Staff Parking We calculate our staff parking by taking our busiest shift, which will have approximately 26 employees, and 50% of our next shift 16 for staff transitions. (26+8=34 Staff Parks) Total Staff Parks: 34 Parks Visitor Parking We have typically allocated 1 stall per 10 units in our buildings. (140 Units / 10 Units Per stall = 14) Parking Summary: NPSL Program Requirement Proposed Per Plan Delta Resident 60 Staff 34 Visitor 14 Total Parks 108 95 -13 $WWDFKPHQW* The chart below compares the parking at similar New Perspective properties. New Perspective Senior Living Elgin Franklin Waukesha West Fargo Howard North Shore NPSL Last 6 Projects IL 55 53 55 40 40 51 AL 52 50 39 30 45 50 MC 33 48 47 47 47 48 Total Units 140 151 141 117 132 149 Elgin Independent Living Assisted Living Memory Care Staff Visitor Parks Required Resident Units 55 52 33 34 14 Parks / Unit 0.85 0.25 0.00 1.00 1.00 Total Parks 46.75 13 0 34 14 108 Franklin Independent Living Assisted Living Memory Care Staff Visitor Parks Required Resident Units 53 50 55 34 15.8 Parking / Unit 1.00 0.25 0.00 1.00 1.00 Total Parks 53 12.5 0 34 15.8 115 Waukesha Independent Living Assisted Living Memory Care Staff Visitor Parks Required Resident Units 55 39 47 34 14.1 Parking / Unit 1.00 0.25 1.00 1.00 Total Parks 55 9.75 0 34 14.1 113 West Fargo Independent Living Assisted Living Memory Care Staff Visitor Parks Required Resident Units 40 30 47 34 11.7 Parking / Unit 1.00 0.25 1.00 1.00 Total Parks 40 7.5 0 34 11.7 93 Howard Independent Living Assisted Living Memory Care Staff Visitor Parks Required Resident Units 40 45 47 34 13.2 Parking / Unit 1.00 0.25 1.00 1.00 Total Parks 40 11.25 0 34 13.2 98 North Shore Independent Living Assisted Living Memory Care Staff Visitor Parks Required Resident Units 51 50 48 34 14.9 Parking / Unit 1.00 0.25 1.00 1.00 Total Parks 51 12.5 0 34 14.9 112 WetlandWetland Attachment H