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070522 PC PacketPLANNING COMMISSION MEETING City Hall, 4401 Xylon Avenue North Tuesday, July 5, 2022 7:00 p.m. 1. CALL TO ORDER 2. ROLL CALL 3. NEW BUSINESS 3.1 Swear in new Planning Commission member Mike Terres 4. PUBLIC HEARING 4.1 PC 22-03, Rezoning to Planned Unit Development with development stage review for master concept plan, final stage review for phases I, IIA, and IIB of master concept plan, and vacation of easement for the renovation, improvement, and redevelopment of the senior living campus at 8000 Bass Lake Road; Saint Therese of New Hope, petitioner. 5. COMMITTEE REPORTS 5.1 Design and Review Committee — next meeting scheduled for Thursday, July 14, 2022, at 7:30 a.m. 5.2 Codes and Standards Committee 6. CONSENT BUSINESS 7. OLD BUSINESS 7.1 Approve June 7, 2022, Planning Commission minutes 8. ANNOUNCEMENTS 9. ADJOURNMENT Petitioner must be in attendance at the meeting PLANNING CASE REPORT City of New Hope Meeting Date: July 5, 2022 Report Date: July 1, 2022 Planning Case: 22-03 Petitioner: Saint Therese of New Hope Address: 8000 Bass Lake Road Project Name: Saint Therese Redevelopment Project Description: Rezoning to Planned Unit Development with development stage review for master concept plan, final stage review for phases I, IIA, and I1B of master concept plan, and vacation of easement for Saint Therese of New Hope for the renovation, improvement, and redevelopment of the senior living campus I. Type of Planning Request 1. Rezoning 2. Site Plan Review - Planned Unit Development with development stage review for master concept plan and final stage review for phases I, IIA, and I1B of master concept plan 3. Vacation of easement II. Zoning Code References Sections: III. Property Specifications Zoning: Location: Adjacent Land Uses: 4-32 Administration - Amendments 4-34 Administration - PUD, Planned Unit Development 4-35 Administration - Site Plan Review 6-9 - Vacating streets and publicly owned utility easements R-5, Senior/Disabled Residential 8000 Bass Lake Road North: GPO, Governmental, park and open space (golf course) R-2, Single- and two-family residential (homes) West: GPO, Governmental, park and open space (golf course) R-4, High density residential South: CB, Community business (retail) East: R-4, High density residential (apartments and townhomes) Planning Case Report 22-03 Page 1 7/1/22 Site Area: 11.34 acres Planning District: Planning District 1. The Comprehensive Plan supports the renovation, improvement, and redevelopment of the senior living campus. It references the need for more senior housing, specifically for independently living elderly residents. IV. Background Saint Therese of New Hope is requesting that the property at 8000 Bass Lake Road be rezoned to Planned Unit Development (PUD) with approval of a development stage review for a master concept plan, final stage review for phases I, IIA, and IIB of the master concept plan, and vacating of an easement to allow for the renovation, improvement, and redevelopment of the senior living campus. The project involves renovating one building and reconstructing several others over the course of six to eight years. The phased approach to the project would prevent the displacement of residents. The project would consist of four phases, described as follows: • Phase I: The first phase of the project would involve remodeling the existing seven story assisted living apartment building located at the northwest corner of the parcel. The number of units in the building would be reduced from 224 to 195, as some apartments would be combined to make larger units. Remodeling of the 294,000 square foot building would include replacing the building's mechanical system and remodeling apartment units to make bathrooms handicap accessible, updating all interior finishes, and changing kitchens to be "L" shaped. The main level east wing would also be remodeled. This area includes office space, dining rooms, a bistro, restrooms, and a barber/beauty shop. A "locked" household with 15 memory care units would be provided on the main level. In addition to these interior improvements, the outdoor terrace that overlooks the golf course would be repaired and resurfaced to waterproof the deck. New planters and shade structures would also be added. Repairs would be made to the seventh level balconies. None of the Phase IA improvements require land use approvals, however, the project is included as part of the master concept plan. • Phase IIA: Phases IIA and IIB would involve replacing the existing nursing home building. One of the four existing wings (southeast) would be demolished prior to construction of the easterly portion of the new skilled nursing building (Phase IIA). The new three story, 70,181 square foot building would have 80 skilled nursing beds (76 private rooms and two double rooms). The main floor elevation would be four feet higher than the existing seven story assisted living apartment building. The nursing home would remain in operation while construction takes place, as residents would be moved to the southwest wing. The new building would have a new HVAC system that would operate separately from the rest of the campus. It would also have its own elevator. A temporary connection to the existing town center on the main level would be provided during construction. • Phase IIB: The second phase of the nursing home building replacement would involve moving residents into the newly constructed Phase IIA building wing. The two existing westerly wings would then be demolished prior to construction of the new west wing. The new three story, 79,444 square foot building would have 80 skilled nursing beds (76 private rooms and two double rooms). It would match Phase IIA construction and tie into the same HVAC system. When completed, Phase Planning Case Report 22-03 Page 2 7/1/22 IIA and Phase IIB would operate independently from other buildings. The building would feature the nursing home main entry, an ambulance garage, and new prep kitchen. When completed, Phase IIA and Phase IIB would be 149,625 square feet in size with 160 total beds (152 private rooms and eight split doubles). • Phase III: Upon completion of both wings of the skilled nursing center, the town center would be reconstructed. The northeast wing of the old nursing home building and the existing town center would be demolished prior to construction of the new one story, 16,800 square foot town center building. The main floor level of the town center would match the main floor levels of the existing seven story assisted living apartment building and the future independent living building. It would be four feet lower than the main floor level of the new nursing home building. Elevators and stairs would make up the difference in floor elevations. The new town center building would house a variety of uses, including the main lobby, administrative offices, a chapel, a pool and fitness center, a multipurpose room, and a bistro. ■ Phase IV: The final phase would be a new five story, 50-unit, wood framed independent living building with underground parking for 27 vehicles. It would be located to the east of the existing seven story assisted living apartment building and would match the ground floor elevation, connecting on the main level. Apartments would range from 900 to 1,250 square feet with a total area of approximately 90,000 square feet. Timing of the construction would depend on marketing. Phase IV is referred to as Phase 1B in the narrative that was submitted by Saint Therese. V. Zoning Analysis A. Plan Description 1. Zoning The property is currently zoned R-5, Senior/Disabled Residential. As part of the request, the property would be rezoned to PUD, Planned Unit Development to allow for the grouping of buildings for development as an integrated, coordinated unit. The PUD is intended to introduce flexibility of site design and architecture for the conservation of land and open space through clustering of lots, buildings, and activities, which promote the goals outlined in the Comprehensive Plan or serve another public purpose. It is further intended that PUDs are to be characterized by central management, integrated planning and architecture, joint and common use and maintenance of parking, open space and other similar facilities, and harmonious selection and efficient distribution of uses. The PUD process, by allowing deviation from the strict provisions of the City Code is intended to encourage: • A development pattern in harmony with the objectives of the Comprehensive Plan (not intended as a means to vary applicable planning and zoning principles). • Innovations in development to the end that the growing demands for all styles of economic expansion may be met by greater variety in type, design, and siting of structures and by the conservation and more efficient use of land in such developments. • The preservation and enhancement of desirable site characteristics such as existing vegetation, natural topography and geologic features and the prevention of soil erosion. Planning Case Report 22-03 Page 3 7/1/22 • A creative use of land and related physical development which allows a phased and orderly transition of varying land uses in close proximity to each other. • An efficient use of land resulting in smaller networks of utilities and streets thereby lowering development costs and public investments. • Promotion of a desirable and creative environment that might be prevented through the strict application on zoning and subdivision regulations of the city. Rezoning the property to PUD would allow for development stage review of the master concept plan, followed by final stage review of the master concept plan. Saint Therese is requesting approval of the master concept plan and final stage review for phases I, IIA, and IIB of the master concept plan at this time. Other phases would be presented to and reviewed by the Planning Commission at future meetings. It is expected that the project would take between six and eight years to complete. 2. Lot Size & Setbacks The site meets lot area and width requirements. All the proposed new construction meets setback requirements for the R-5 zoning district. The existing seven story assisted living apartment building does not meet setback requirements to the rear (north) or side interior (north central). The footprint of the building is not changing, and these existing conditions are treated as legal non -conforming. The site adjoins the city's golf course in these areas. Yard Required Proposed Compliant Front (south) 30 feet 270 feet Yes Rear (north) 30 feet 28 feet No Legal non -conforming Side interior (west) 15/20 feet 52 feet Yes Side interior (north central) 15/20 feet 10 feet I No Legal non -conforming Side abutting arterial/collector street (east) 25 feet 68 feet Yes 3. Construction Access, Parking & Clean-up During Phases IA, IIA, IIB, and IV (also referred to as Phase 113), fire truck access would remain on the east side of the campus. During Phase III, fire truck access on the east and west sides of the campus would be maintained by the contractor during construction. During all phases of the project, fire roads must be maintained at 22 feet wide and allow for the turnaround of fire trucks. Fire lane signage must be installed. Temporary hydrants, Fire Department Connections (FDCs) and permanent hydrants must be accessible at all times during construction Phase I of the project involves remodeling the existing seven story assisted living apartment building and would not impact available parking. Phasing plans indicate the following number of exterior parking stalls would be accessible during construction: Planning Case Report 22-03 Page 4 7/1/22 Phase Total exterior spaces ADA spaces IIA 244 4 IIB 218 8 III 184 8 IV (1B) 182 8 The applicant must provide a breakdown of how many of these spaces would be available for residents, staff, and visitors during each phase. During all phases of the construction process, 128 off -site parking stalls would be available to contractors. There would be 28 stalls available at the adjacent retail site to the south, 50 stalls across Bass Lake Road, and 60 stalls at Saint Raphael's Church. Shuttles would transport contractors from Saint Raphael's Church to the construction site. A staging narrative specifies the location of construction staging areas and access locations for each phase of the project. The main staging area for all phases of construction would be in the area east of the existing Bass Lake Road site entry. Site clean-up measures should also be addressed. A staged restoration plan illustrates construction for all phases of the project. It is recommended that the applicant provide information related to the expectant timing of the completion of each construction phase. 4. Traffic, Access & Circulation Upon completion of the project, the main entrance for residents and visitors would be from Winnetka Avenue North. The southern entrance on Winnetka Avenue North would be adjusted to align with the existing driveway on the east side of the street. An internal circular drive would serve as a drop off area for the town center. Underground parking garages for the existing seven story assisted living apartment building and new five story independent living building would be accessible from the northernmost driveway on Winnetka Avenue North. Staff parking would be located on the west side of the campus and accessed from Bass Lake Road. The applicant is not planning to adjust the parking lot entrance on Bass Lake Road to align with the driveway on the south side of the roadway, as it would reduce site lines and reaction times to both eastbound and westbound traffic, increasing the chance of potential conflicts. Trash and recycling equipment would be stored within the easterly nursing home building. Deliveries would also be accepted at this location. A garage door would provide access to the space. Turning movement plans depict how a semi -trailer and garbage truck would access and exit the area. Parking configurations and pavement layouts must allow for fire truck access throughout the site. There must be enough space so that fire trucks can avoid parked vehicles and driving over curbs. It appears that movements within the east central and west central parking areas may slightly encroach upon parking stalls and curbs. As a result, it is recommended that the site plan be adjusted to provide additional space for fire truck turning movements in these areas. Additionally, the fire truck turning movement diagram does not illustrate fire truck turning movements in the drop-off loop located in the southwest corner of the site. Fire truck Planning Case Report 22-03 Page 5 7/1/22 access to the drop-off loop is necessary to ensure safety. The turning movement diagram must be revised to illustrate fire truck turning movements in this area in a manner that does not encroach upon off-street parking stalls and drive aisle curbing. Final fire truck turning movement and paving plans are subject to approval by the deputy fire marshal and city engineer. The design of the southwest drop-off area shall be adjusted to provide additional space for ambulance turning movements. 5. Parking The site currently has 248 exterior parking stalls with an additional 66 underground spaces (314 total). Upon completion of all phases of the project, there would be 190 exterior parking stalls on the site, with an additional 93 underground spaces (283 total). A net reduction of 31 parking stalls is proposed. Based on experience with similar projects, the applicant has concluded that slightly less than half of all independent living residents have a vehicle on site. The applicant believes a requirement of 0.5 stalls per unit would be more appropriate for independent living units. The Institute of Transportation Engineer's (ITE) Parking Generation Manual suggests 0.5 parking spaces per unit for "congregate care facility" uses which is consistent with demand anticipated by the applicant. Use Ratio Required Stalls Independent Living (230 units) 0.5 stalls per unit 115 Nursing Home (175 beds) 1 stall per 4 beds 44 Employees on peak shift (195 employees) 1 stall per employee 195 Total Required Stalls 354 Saint Therese has a rental agreement for an additional 28 parking stalls immediately adjacent to the south property line. This brings the total number of stalls available to 311. The retail mall south of Bass Lake Road has an additional 50 parking stalls that are available for short term rental or peak holiday parking needs, bringing the total number of stalls potentially available to 361. Based on the preceding ITE information, the proposed parking supply appears to be acceptable. The city has had issues with on -street parking associated with Saint Therese in the past. As a condition of approval, the city shall reserve the right to reexamine the parking supply for Saint Therese if parking occurs off -site outside of the designated parking stalls or if the site becomes reliant on street parking to meet their parking needs. Additional on -site or off -site parking may be required by the city if the on -site parking supply proves to be insufficient. Flexibility from the parking supply requirements of the City Code would be accommodated through the PUD. New parking stalls and drive aisles meet dimensional requirements specified in the City Code. All areas that are not parking spots must be striped and signed as fire lanes. 6. Curbing, Paving & Sidewalks Proposed parking areas meet the city standards for curbing and pavement. Paved walking paths would connect the east and west sides of the campus, with trails winding through the south portion of the site, passing between the new building and wetland. Staff recommends Planning Case Report 22-03 Page 6 7/1/22 that a sidewalk connection be added from Winnetka Avenue North to the easterly town center building entrance. A sidewalk connection from Bass Lake Road to the west side of the campus should also be provided. 7. Landscaping & Screening The landscape plan indicates that a total of 313 inches of preferred and significant trees would be removed and require mitigation. The city's tree preservation policy requires the replacement of these trees at a rate of 0.5 to 1, or 157 inches. This requirement has been satisfied as a total of 193.5 tree inches are proposed for the site. The landscaping plan includes details on tree protection measures during construction as well as debris removal. It also illustrates turf replacement, including new sod where manicured lawns are proposed, and a native seed mix around the pond. A staged landscaping plans notes that landscaping work would follow the civil site work for the various phases of development and that a vegetated buffer would be planted around the pond following Phase IIA civil work. Landscaping near the site entrances at Bass Lake Road and Winnetka Avenue North must protect traffic sight lines. This also includes sign placement. The applicant demonstrates traffic visibility triangles on the landscaping plans. Much of the area shown within the triangles lie within the public right-of-way. The traffic visibility triangles must be measured along property lines and reconfigured accordingly. The landscaping plan does not illustrate the entrance to the indoor parking area for the new five story independent living building. Plans must be modified to show the entrance. 8. Buildings & Building Materials Except in the case of a PUD, City Code does not allow for more than one principal building on a single lot. Flexibility provided through the PUD rezoning would allow for multiple buildings on the site. None of the proposed buildings would exceed the height limit for the R-5 zoning district. Signage must be installed to specify the height of canopies. All mechanical equipment must be screened from adjoining streets and properties. The building elevations appear to meet architectural standards specified in the city's Design Guidelines for multiple family developments. Exterior building materials are comprised of face brick matching the existing building and cement board and batten products. The buildings include varying materials and colors to define the base, middle, and top of the building. The materials, color, and undulating facades establish vertical modules that break up the building mass. Windows and entries comprise more than 20% of the building facades. 9. Lighting An exterior lighting and photometric plan have been provided and demonstrate compliance with the city's lighting level standards. The applicant is proposing 28-foot-tall light fixtures that are appropriately hooded with 90-degree cut off designs. The City Code limits the height of fixtures to no more than 25 feet. Planning Case Report 22-03 Page 7 7/1/22 10. Utility Plan Water service connection locations and Fire Department Connections (FDCs) have been illustrated on utility plans. The external fire protection loop shall be subject to review by the city engineer and deputy fire marshal. The applicant has submitted a fire hydrant separation plan. Such plans are subject to review and approval by the deputy fire marshal. All fire hydrants and FDCs require fire lane markings and signage and must be accessible year- round. Underground filtration tanks require ongoing maintenance. As such, the applicant would be required to enter into a maintenance agreement with the city. Fire department lock boxes must be installed at each main exit door on every building. 11. Grading, Drainage & Erosion Control The easterly portion of the new skilled nursing building (Phase IIA) would encroach into the existing wetland easement. A portion of the easement must be vacated, and flexibility provided through the PUD rezoning would allow a reduction in the minimum buffer between the proposed building and pond. A sketch showing the vacation of a portion of the existing drainage and utility easement where a future building addition would encroach into the easement has been prepared and appears to be acceptable. A final agreement related to this vacation of easement must be prepared by the city attorney and recorded at the proper time. The wetland buffer is subject to minimum buffer requirements. The City Code calls for a minimum buffer of 15 feet with an average of 25 feet. Plans indicate that the minimum proposed buffer is 9.5 feet. According to the engineer working with Saint Therese on the project, the average buffer width for the plans that were submitted is 37.94 feet. The city engineer will be verifying this calculation. PUD flexibility would be required to allow for the reduced minimum buffer. The city engineer is comfortable with the proposed buffer in this area, which is necessary to accommodate placement of the new building. A wetland buffer of vegetated native seed is not depicted on the southeast side of the wetland; however, an unmaintained wooded area exists in this location and could serve as an upland buffer. Further discussions between the watershed, city, and applicant should occur related to acceptance of the upland buffer in lieu of a vegetated native seed for a wetland buffer. Plans for the buffer are subject to review and approval by the city engineer and watershed district. The applicant has submitted plans to the Shingle Creek Watershed District for review. 12. Snow Storage Snow storage areas have been depicted on the landscaping plan at appear to provide sufficient area for snow removal. B. Zoning Code Criteria I. Rezoning Criteria for decision. The Planning Commission and City Council shall consider possible effects of the proposed amendment. Its judgment shall be based upon, but not limited to, the following factors: (1) The character of the area has changed to warrant consideration of an amendment. Planning Case Report 22-03 Page 8 7/1/22 Findings. The overall character of the area has not changed at this time. Rezoning to PUD is intended to introduce flexibility of site design and architecture for the conservation of land and open space through clustering of lots, buildings, and activities, which promote the goals outlined in the Comprehensive Plan or serve another public purpose. The complexity and scope of the six -to -eight -year project with multiple phases has prompted the need to rezone the property to PUD, so that the developer can be given some flexibility in design and site layout and to allow for the development stage review of the master concept plan, followed by final stage review of the master concept plan. PUD flexibility is necessary to allow for multiple buildings on the site, to allow for a reduction in parking supply requirements, and to allow for a reduced minimum buffer between the proposed nursing home building and existing wetland. (2) The proposed action has been considered in relation to the specific policies and provisions of and has been found to be consistent with the official city comprehensive plan. FindinZs. The Comprehensive Plan supports the renovation, improvement, and redevelopment of the senior living campus. It references the need for more senior housing, specifically for independently living elderly residents. The parking of vehicles by Saint Therese employees and visitors along Winnetka Avenue North, an issue that has been largely nonexistent since the COVID-19 pandemic reduced staffing and resident counts, is mentioned within the Comprehensive Plan. II. Site Plan Review Criteria. In making recommendations and decisions upon site and building plan review applications, the staff, Planning Commission, and City Council shall consider the compliance of such plans with the following standards: (1) Consistency with the various elements and objectives of the city's long-range plans, including, but not limited to, the Comprehensive Plan. Findings. The city's long-range plan is for continued redevelopment, expansion, and renovation of redevelopment areas in the city. The Comprehensive Plan supports redevelopment of the site and references the need for more senior housing, specifically for independently living elderly residents. (2) Consistency with the purposes of this Code. Findings. The proposal is consistent with the purposes of the City Code. The use of the PUD zoning district would enable the applicant to create a site plan that is consistent with sound zoning principles, while allowing for some flexibility in site design. Staff feels that the site plan incorporates elements that would make the proposal successful. (3) Preservation of the site in its natural state, insofar as practicable, by minimizing tree and soil removal, and designing any grade changes so as to be in keeping with the general appearance of neighboring developed or developing areas. Planning Case Report 22-03 Page 9 7/1/22 Findings. The proposed site grading would not alter the general appearance of the neighborhood. The proposed plans introduce new and improved landscaping and green space that would enhance the subject site. The applicant must adhere to the city's tree preservation policy. (4) Creation of a harmonious relationship of buildings and open spaces with the terrain and with existing and future buildings having a visual relationship to the proposed development. Findings. The proposal for the site and building is adequate and of a harmonious nature. A path around the wetland would provide connections between buildings and open spaces for residents. The design of the new independent living building takes advantage of the open space views that are offered by the adjacent golf course. (5) Creation of a functional and harmonious design for structures and site features. a. Creation of an internal sense of order for the various functions and buildings on the site and provision of a desirable environment for occupants, visitors, and the general community. Findings. Staff finds that the layout of the building and the general layout of the site provide an internal sense of order and desirable environment for residents, visitors, and the general community. b. Appropriateness of the amount and arrangement of open space and landscaping to the design and function of the development. Fines A path around the wetland would provide connections between buildings and open spaces for residents, including greenspace south of the westerly skilled nursing building. C. Appropriateness of the materials, textures, colors, and details of construction as an expression of the design concept of the project and the compatibility of the same with the adjacent and neighboring structures and functions. Findings. The proposed improvements meet requirements set forth within the city's Design Guidelines. Staff also finds that the proposed building materials, textures, and construction details are appropriate and compatible with neighboring structures. d. Adequacy of vehicular, cycling and pedestrian circulation, including walkways, interior drives and parking, in terms of location and number of access points to the public streets, width of interior drives and access points, general interior circulation, separation of pedestrian, cycling and vehicular traffic and arrangement and amount of parking so as to be safe, convenient and, insofar as practicable, compatible with the design of proposed buildings, structures and neighboring properties. Findings. The use of sidewalks throughout the development would ensure pedestrian safety. A sidewalk connection should be provided between the Planning Case Report 22-03 Page 10 7/1/22 town center entrance and Winnetka Avenue North. A sidewalk connection from Bass Lake Road to the west side of the campus should also be provided. (6) Creation of an energy -conserving design through design, location, orientation and elevation of structures, the use and location of glass in structures, and the use of landscape materials and site grading. Findings. The proposed building would use modern building materials and technologies to maximize energy conservation. (7) Protection of adjacent and neighboring properties through reasonable provisions for such matters as surface water drainage, sound and sight buffers, preservation of views, light and air, and those aspects of design, not adequately covered by other regulations, which may have substantial effects on neighboring land uses. Findings. The proposed project would not interfere with the views or limit access to light and air of adjacent properties. It is not anticipated that the project would have an adverse effect on adjacent properties. 1. Type of Approval i. Rezoning — quasi judicial ii. Site plan review — quasi judicial iii. Vacation of easement (public hearing at City Council meeting) 2. Timeline i. Date Application Received: June 10, 2022 ii. End of 60-Day Decision Period: August 9, 2022 iii. End of 120-Day Decision Period: October 8, 2022 VI. Notifications Property owners within 500 feet of the parcel were notified of the application and public hearing by mail, land use petition signs were placed on the property, and a legal notice was published in the Sun Post newspaper and on the city's website. Staff did not receive any feedback or questions about the project. VII. Summary Saint Therese of New Hope is requesting that the property at 8000 Bass Lake Road be rezoned to PUD with approval of a development stage review for a master concept plan, final stage review for phases I, IIA, and IIB of the master concept plan, and vacating of an easement to allow for the renovation, improvement, and redevelopment of the senior living campus. The four -phase project involves renovating one building and reconstructing several others over the course of six to eight years. PUD flexibility is required to allow for multiple buildings on the site, to allow for a reduction in parking supply requirements, and to allow for a reduced minimum buffer between the proposed nursing home building and existing wetland. The first phase of the project would involve remodeling the existing Planning Case Report 22-03 Page 11 7/1/22 seven story assisted living apartment building located at the northwest corner of the parcel. The second phase would involve replacing the existing nursing home building and the third phase would reconstruct the town center building. The fourth phase would be the construction of a new five story, 50-unit, independent living building. VIII. Recommendation Staff recommends that the Planning Commission conduct a public hearing and approve the rezoning of 8000 Bass Lake Road to Planned Unit Development with development stage review for master concept plan, final stage review for phases I, IIA, and IIB of master concept plan, and vacation of easement for Saint Therese of New Hope, subject to the following conditions of approval: 1. Applicant shall enter into a PUD agreement with the city. 2. Applicant shall provide timeline for each construction phase and description of clean-up measures during construction activities. 3. Landscaping plan shall illustrate entrance to indoor parking area for new five story independent living building. 4. Sidewalk connections shall be provided from Winnetka Avenue North to the easterly town center building entrance and from Bass Lake Road to the west side of the campus. 5. Freestanding light fixtures shall be limited to 25 feet in height. PUD flexibility shall allow for an onsite parking count of 283 stalls. The city reserves the right to reexamine parking requirements if parking occurs on the property outside of designated parking stalls or if the site becomes reliant on street parking to meet parking needs. Additional on -site or off - site parking may be required by the city if the proposed on -site parking supply proves to be insufficient. 7. All parking areas shall meet the city standards for curbing and surfacing. 8. Traffic visibility triangles shown on plans shall be reconfigured to measure along property lines, not street curb lines. Sight lines within these areas shall be protected. 9. Parking areas shall be adjusted to provide additional space for fire truck turning movements in a manner that does not encroach upon off-street parking stalls and drive aisle curbing and plans are subject to approval by the deputy fire marshal and city engineer. 10. The southwest drop-off area shall be adjusted to provide an additional area for ambulance turning movements. 11. All fire hydrants and fire department connections shall be accessible at all times. 12. External fire protection loop and fire hydrant separation plans shall be subject to review and approval by the city engineer and deputy fire marshal. 13. Grading, utility, drainage, stormwater management, and wetland protection and buffer plans shall be subject to review and final approval by the city engineer and watershed district. 14. Applicant shall enter into a stormwater maintenance agreement with the city for the underground filtration tanks and wetland (to be prepared by the city attorney). Planning Case Report 22-03 Page 12 7/1/22 15. A final agreement related to the vacation of easement shall be prepared by the city attorney and recorded to accommodate construction of the easterly nursing home building. 16. As -built plans shall be provided to the city once the project is completed. Public hearings for vacating easements require additional time between the date the public hearing notice is published and when the public hearing takes place. A public hearing on the proposed vacation of easement is scheduled for the July 25, 2022, City Council meeting. Attachments • Application, narrative, and plans (June 10, 2022, and June 24, 2022) • Aerial map • Northwest Associated Consultants memorandum from Alan Brixius (June 29, 2022) • Stantec memorandum from Dan Boyum (June 29, 2022) • West Metro Fire -Rescue District memorandum from Shelby Wolf (June 28, 2022) Planning Case Report 22-03 Page 13 7/1/22 City of New Hope Community Development _ I 4401 Xylon Ave N •Flew Hope MN 55428 • Phone: 763-531-5110 • Fax: 763-531-5136 - newhopemn.gov Application to PlanningCommission and City Council Case # _ Planning Deadline _ Receipt # Received by Name of Applicant: Applicant Address: Basic Fee Deposit Land Use Petition Signs(s) Saint Therese of New Hope Street Location of Property: 8000 Bass Lake Road 8000 Bass Lake Road 763-531-5000 PID: 06-118-21-41-0030 Lot 1, Block 1, Saint Therese Addition, Hennepin County, Minnesota Legal Description of Property: . OWNER OF RECORD: Name: St. Therese Home, Inc. Address:8000 Bass Lake Road Horne Phone: NA Work Phone: Applicant's nature of Legal or Equitable Interest: 763-531-5000 Fax: NA Applicant is Owner Type of Request: (pertaining to what section of City Code) Planned Unit Development (PUD) Please outline Description of Request: (use additional pages if necessary) See attached Project Narrative Why Should Request be Granted: We are renovating and replacing an aging senior living facility including mechanical, electrical and fire safety systems to present day standards. (Attach narrative to application form if necessary) City of New Hope Community Development ! 4401 Xylon Ave N • New Hope MN 55428 • Phone: 763-531-5110 • Fax: 763-531-5136 • newhopemn.gov Application to Planning Commission and City Council Applicant acknowledges that before this request can be considered and/or approved, all fees, including the basic zoning fee and any zoning deposits (as outlined in the attached application materials) must be paid to the city, There are three city consultants — legal, planning, and engineering - that generate additional expenses. Expenses incurred that exceed the amount of the zoning deposit will be billed and are the responsibility of the applicant. The city hereby notifies the applicant that state law requires that the development review be completed within 60 days from the city's acceptance of this application. If the development review cannot be completed within 60 days, regardless of the reason, the city shall extend the review completion deadline an additional 60 days as also permitted by state law. Development review shall be completed within 120 days unless additional review extensions are approved by the applicant in writing. The Community Development Department will notify you of all meetings. IAc_ Saint Therese of New Hope r,J . Fee Owner Signed Name (required) Fee Owner Printed Name (required) Josh Montgomery, Development Project Manger gn Name Applicant Other Than Owner Printed Name Appkicai� Other than Own Si FOR CITY USE ONLY Evidence of ownership Submitted: Yes No Required Certified Lot Survey: Yes No Required Legal Description Adequate: Yes No Required Legal Ad Required: Yes No Required Date of Design & Review Meeting: Date of planning Commission Meeting: Approved: Denied: By Planning Commission on: Approved: Denied: By City Council on: Subject to the following conditions: City of New Hope Community Development _ G 4401 Xylon Ave N • New Hope MN 55428 • Phone. 763-531-5110 • Fax: 763-531-5136 • newbopemn.gov Application to Planning Commission and City Council ACID WLEDGEMENT OF RESPQNSIBILI Y This is to certify that I am making application for the described action, and that I am responsible for complying with all city requirements with regard to this request. This application should be processed in my name and I am the party whom the city should contact regarding any matter pertaining to this application. I have read and understand the instructions supplied for processing this application. The documents and/or information I have submitted are true and correct to the best of Yiy knowledge. I will keep myself informed of the deadlines for submission of material and of the progress of this application. I understand that this application may be reviewed by city staff and consultants. I further understand that additional information may be required for review of this application. I agree to pay to the city upon demand, expenses, determined by the city, that the city incurs in reviewing this application and shall provide an escrow deposit to the city in an amount to be determined by the city's established fee schedule. Said expenses shall include, but are not limited to, staff time, engineering, legal expenses, other consultant expenses, and finance charges which may include late payments and collection fees. I understand that if expenses for these services exceed the amount of the escrow deposit, they will be billed to me by the city and I agree to pay them. I agree to allow access by city personnel to the property for purpose of review of my application and to place a temporary sign indicating the application proposed (i€ required). Signature Date lt� ZZ Name of applicant Josh Montg&V- Date 6/10/2022 (please print) Fee owner contact information (if other than applicant) Saint Therese of New Hope 763-531-5000 Name Phone Address 8000 Bass Lake Road, New Hope pope GROUP June 24, 2022 Saint Therese of New Hope 8000 Bass Lake Road New Hope, MN PROJECT NARRATIVE The repositioning of the Saint Therese New Hope Campus includes the following Project Scope: • Phase 1A - Remodel the existing 7 Story Assisted Living Apartment Building (+ 294,000 SF) • Phase 1B — Build a new Independent Apartment building (+ 90,000 SF) • Phase 2A— Replace half of the existing Skilled Nursing Home (+ 70,181 SF) • Phase 2B — Replace second half of the existing Skilled Nursing Home (± 79,444 SF) • Phase 3 — Replace the Existing Town Center (± 16,800 SF) Phase 1A Currently there are 224 apartments in a 7-story concrete structure that will be remodeled, and the mechanical system replaced. The average floor plate is 30,000 SF with a total area of + 294,000 SF. Some apartments will be combined into larger apartments and when completed there will be a total of 195 apartments. The apartment remodel will include updating all the finishes, remodeling the bathrooms to make them accessible, and changing the kitchens from a galley style to "L" shaped kitchens. The public spaces including corridors will all be remodeled as well. We plan to keep the residents in the building during construction by reducing occupancy to allow residents to be relocated elsewhere in the building while their apartments are remodeled. The existing exits and access to the existing elevators will need to be maintained through construction. Since the mechanical and plumbing systems stack, we have divided the floor plans into 4 phases and each phase will stack the full building height. The Commons remodeling will include also include the Main Level east wing. This area includes office area, dining rooms, bistro, club Room toilets and Barber/Beauty Shop. The existing kitchen will remain as is, but will be out of commission, except for the existing freezers/coolers for a period when the apartments above are being remodeled. During the time this kitchen is closed, food will be prepared in the existing Skilled Nursing kitchen. The building is currently licensed as Assisted Living with Dementia Care and will remain that way. A'locked' household with 15 Memory Care Apartments will be provided on the main level. The existing terrace over 66 stalls of underground parking will have structural repairs made and will be resurfaced to waterproof the deck. Currently the deck leaks into the parking below. New planters and shade structures will be added. The rest of the exterior of the building is in good shape and only the Level 7 balconies will need to be repaired. There is an alternate bid to add a new elevator at the southwest corner of the existing building. • Phase 1A parking for Contractors: 28 stalls at adjacent retail to the south of the site 50 stalls across Bass Lake Road 60 stalls at Church of St. Raphael [shuttles will be used) E 128 Total " • Phase 1A Construction Staging will be the area just east of the existing Bass Lake Road site entry. • Fire Truck access will remain as it is today 767 N Eustis St_, Ste 19L St. Paul, N nnesota 5!14 - 65.642 9200 popedesign.com Saint Therese New Hope Project Narrative June 24, 2022 Page 2 Phase 1B This Phase is a new 50 Unit Independent Building with underground parking. The apartment sizes range from 900 SF to 1250 SF. The building footprint is approximately 19,000 SF with a total building area of + 90,000 SF. This building will be a future phase and timing will depend on marketing. This will be a 5 Story wood framed apartment building with minimal common spaces. The roof will be flat. This new wing will tie into the existing 7 Story Assisted Living apartment building and Town center and will match the same ground floor elevation. There will be underground parking for approximately 27 Cars. Phase 1B parking for Contractors: 28 stalls at adjacent retail to the south of the site 50 stalls across Bass Lake Road 50 stalls at Church of St. Raphael Ishutties will be used 128 Total Phase 113 Construction Staging will be the area just east of the existing Bass Lake Road site entry Fire truck access will be maintained on the east side of the site during construction Phase 2A This is the first of a two phased project to replace the existing nursing home building. The intent is to keep the nursing home in operation while the replacement occurs. In this phase, one leg of the existing east nursing home wing will be demolished and residents from this wing will double -up in the remaining existing east wing leg. The new wing is 3 stories of post tension concrete with a flat roof. There is an alternate to change the structural system to light gage metal framing. The new wing will have 80 skilled nursing beds located in 16 Bed Households. Total area of Phase 2A is + 70,181 SF. This wing will have a new HVAC system and will operate separately from the rest of the campus. It will have a temporary connection to the existing town center on the main level (will require a temporary lift since the floors will not match) and will have its own elevator located in the new addition. The main floor elevation will be 4 feet higher than the existing 7 Story apartment building main level. The existing Town Center will continue to support this Phase until Phase 2B is completed. • Phase 2A parking for Contractors: 28 stalls at adjacent retail to the south of the site 50 stalls across Bass Lake Road 50 stalls at Church of St. Raphael (shuttles will be usedl 128 Total Phase 2A Construction Staging will be the area just east of the existing Bass Lake Road site entry. Fire truck access will remain as it is today. Phase 2B This second phase of the nursing home replacement starts with moving the residents located in the existing west wing of the nursing home into the newly completed Phase 2A wing. Then the existing west wing can be demolished to make room for Phase 2B. This addition will match Phase 2A construction and will tie into the Phase 2A HVAC system. Phase 2B area is ± 79,444 SF. When completed, Phase 2A and B will be able to operate independently of the other buildings. There will be a new prep kitchen in the lower level of this phase that will prepare food for the SNF that will be sent to the neighborhood serving kitchens on each floor. This Phase will also have the Nursing Home Main Entry and ambulance garage. When completed Phase 2A and Phase 2B will have 160 beds (152 Private & 8 Split Doubles) and be total of + 149,625 SF. • Phase 2B parking for Contractors: 28 stalls at adjacent retail to the south of the site 50 stalls across Bass Lake Road 50 stalls at Church of St. Raphael shuttles will be used 128 Total Saint Therese New Hope Project Narrative June 24, 2022 Page 3 • Phase 2B Construction Staging will be the area just east of the existing Bass Lake Road site entry • Fire truck access on the east side of the campus will be remain as it is today. The contractor will keep fire truck access clear during Phase 2B construction. Phase 3 Phase 3 will be built after Phases 2A and 2B have been constructed. Phase 3 will include the demolition of the existing town center which also includes the existing campus heating and cooling plant. Phase 3 will be rebuilt as a 1 story, slab on grade, wood framed structure, with a combination of flat roof and metal shed roofs. The total area is + 16,800 SF. The main floor level of the Town Center will match the main floor levels of the existing 7 Story Assisted Living building and the new Independent Living wing. It will be 4 feet lower than the new main floor level of the replacement nursing home. Elevators and stairs will make up the difference in floor elevations. The building will be built to Nursing Home standards and will contain the following, but not limited to spaces: ■ Main Lobby ■ Administration ■ Chapel • Warm Water Swimming Pool/Lockers • Fitness • Multipurpose Room • Bistro Phase 3 parking for Contractors: 28 stalls at adjacent retail to the south of the site 50 stalls across Bass Lake Road 50 stalls at Church of St. Raphael shuttles will be used 128 Total Phase 3 Construction Staging will be the area just east of the existing Bass Lake Road site entry Fire truck access on the west and east sides of the campus will be maintained by the contractor during Phase 3 construction. Final Parking Counts on completed Master Plan. See attached Parking Calculations Calculation using City Standard Senior and Disability Housing: 1 stall per unit plus 1 stall per employee maximum shift. Convalescent homes, Rest homes, Nursing homes: 1 stall per 4 beds plus one stall per employee maximum shift. Use # of Units Unit Parking Ratio Parking Stalls AL / IL ! Independent Living 230 Units 1 230 Nursing Home Nursing Home 175 Beds 0.25 44 { Peak Shift Employees 195 Employee 1 195 ' Tota I Sta I Is 1 469 It is our experience both at this campus, and our other campuses, that slightly less than half of all independent living residents have a vehicle on site. Therefore, we believe a more accurate requirement of .5 stalls per unit should be considered for the AL / IL portion of the project in lieu of 1:1. it should also be noted that the parking requirement for the nursing home would be a combination of visitor parking and a doubling up of employee parking as the residents would not need vehicle parking. Current & Proposed Conditions Current parking: 248 surface parking spaces with an additional 66 underground spaces Current total of 314 stalls. At the completion of all phases: 190 surface stalls with an additional 93 underground stalls. Proposed total of parking stalls: 283 *Net loss of 31 parking stalls from current rate. *Parking ratio campus wide equals .70 stalls per unit. Saint Therese has a rental agreement for an additional 28 parking stalls immediately adjacent to the south property line. Previous arrangements have previously been in place with a nearby church that could allow 50 additional parking stalls for peak holiday parking and / or temporary construction parking. Lastly, the retail mall just south of Bass Lake Rd has an additional 50 parking stalls that are available for short term rental for possible construction or peak holiday parking. Certificate of Title Certificate Number: 1023872 Created by Document Number: 3154189 Transfer from: 1023870 1023871 Originally registered March 16, 1953 Volume: 644, Certificate No: 196178, District Court No: 11145 State of Minnesota County of Hennepin S.S. Registration This is to certify that St. Therese Home, Inc. a Minnesota corporation , whose address is 8000 Bass Lake Road, New Hope, Minnesota is now the owner of an estate in fee simple In the following described land situated in the County of Hennepin and State of Minnesota: Tract C, Registered Land Survey No. 1495, Hennepin County, Minnesota That part of Lot 1, Block 1, Saint Therese Addition , embraced within Registered Land Survey Nos. 1137 and 1495. Subject to drainage and utility easements as shown on plat. (as to Lot 1) Subject to the interests shown by the following memorials and to the following rights or encumbrances set forth in Minnesota statutes chapter 508, namely: 1. Liens, claims, or rights arising under the laws or the Constitution of the United States, which the statutes of this state cannot require to appear of record; 2. Any real property tax or special assessment for which a sale of the land has not been had at the date of the certificate of title; 3. Any lease for a period not exceeding three years, when there is actual occupation of the premises under the lease; 4. All rights in public highways upon the land; 5. Such right of appeal or right to appear and contest the application as is allowed by law; 8. The rights of any person in possession under deed or contract for deed from the owner of the certificate of title; 7. Any outstanding mechanics lien rights which may exist under sections 514.01 to 514.17. Memorials Document Date of Filing Number Document Type Month Day, Year Time Amount Running in Favor Of County of Hennepin. T548601 Easement Dec 30, 1957 10:20 AM Granting an easement for highway purposes now over part of Lot 1. {See Inst} City of New Hope. T797959 Quit Claim Deed Jan 20, 1965 8:00 AM Granting an easement for street aurposes now over Tract C. City of New Hope T1247447 Easement Nov 21, 197711:00 AM Granting as easement for storm sewer purposes now over the South 10 feet of the North 33.75 feet of Tract C and of Lot 1. Changing the name of Northwestern National Bank of Minneapolis to T1512297 Change of Name May 6, 1983 2:00 PM Norwest Bank Minneapolis, National Association Entered on May 13, 1999 at 2:00 PM. Merging Norwest Bank Minneapolis, National Association into Norwest T1901859 Merger Jan 13, 1988 5:00 PM Bank Minnesota, National Association. Entered on May 130 1999 at 2:00 PM. Certificate Number: 1023872 This is a non -certified copy Page 1 of 2 Memorials Document Date of Filing Number Document Type Month Day, Year Time Amount Running in Favor Of Northwestern National Bank of Minneapolis, as Trustee, T315732.5 Mortgage May 13, 1999 2:00 PM $13,375,000.00 City of Minneapolis, State of Minnesota On other land_ Between St. Therese Home, Inc. (a MN core) and Norwest Bank T3157326 Amendment of Mortgage May 13, 1999 2:00 PM Minnesota, National Association, as Trustee. Amending document no (s). 3157325 to include above land. (See InsQ T3312294 Satisfaction of Mortgage Sep 6, 2000 2:00 PM Satisfies document no(s). 3157325.0 Marquette Bank, National Association, City of New Hope, State of Minnesota T3312295 Mortgage Sep 6, 2000 2:00 PM $4,350,000.00 On that part of Lot 1, Block 1, St. Therese Addition embraced within RLS Nos. 1137 & 1495 Marquette Bank, National Association T3312296 Assignment of Leases Sep 6, 2000 2:00 PM On that part of Lot 1, Block 1, St Therese Addition, embraced within and Rents RLS Nos 1137 & 1495 Wells Fargo Bank Minnesota, National Association, City of Brooklyn Center, State of Minnesota. Given to T3803726 Mortgage Aug 6, 2003 4:30 PM $5,700,000.00 restate Mortgage Doc. No. 3312295. (See Inst) T3803727 Assignment of Leases Aug 6, 2003 4:30 PM Wells Fargo Bank Minnesota, National Association. Given to restate Doc. No. 3312296 and Rents Wells Fargo Bank Minnesota, National Association T3883292 Mortgage Nov 25, 2003 3,00 PM $6,185,000.00 City of Minneapolis, State of Minnesota Between St. Therese Home Inc & Wells Fargo Bank, N. A. (See Inst) T4708105 Amendment of Mortgage Dec 1, 2009 12:57 PM $9,645,000.00 Re Mtge Doc No 3883292 T4709894 Satisfaction of Mortgage, Dec 3, 2009 12:00 PM Satisfies document no(s). 3312295.0 T-Mobile Central LLC, (a DE Ilc), c/o 8000 Bass Lake Rd, City of New Hope, State of Minnesota For a term of five (5) yrs comm on date as set forth in Lease with the T4723509 Lease Jan 21, 2010 2:00 PM right to extend Lease for three (3) addIGonal and successive five-year terms. With option for a term of eighteen (18) months after eff date of Lease. On above part of Lot 1, Block 1, Saint Therese Addition Between St Therese Home, Inc. and Wells Fargo Bank, National T5001666 Amendment of Mortgage Oct 12, 2012 10:28 AM Association, as Trustee. Amending Mortgage document no(s) 3883292 Indexes Verified through 5/22/2022 n _� s' ycan _ d In Witness Whereof, I have hereunto subscribed my name and affixed the seal of my office this 6th day of May, 1999. `�•• Michael H Cunniff Registrar of Titles, In and for the County of Hennepin and State of Minnesota. Certificate Number: 1023872 This is a non -certified copy Page 2 of 2 Lot 1, Block 1, Saint Therese Addition, Hennepin County, Minnesota. (Abstract and Torrens property, Certificate of Title No. 102387 TAd z To: Joshua Montgomery, Development Project Manager Saint Therese From: Matt Pacyna, PE, Principal Transportation Collaborative & Consultants, LLC Date: June 7, 2022 Subject: Saint Therese Senior Living Traffic Study INTRODUCTION REPORT TC2 has completed a traffic study for the proposed changes at the Saint Therese Senior Living Facility in the City of New Hope. The site under consideration is generally in the northwest quadrant of the Bass Lake Road (CSAH 10) and Winnetka Avenue intersection. The main objectives of the traffic study are to review the proposed changes and identify any potential impacts from a transportation perspective, with a focus on trip generation, access, and circulation. The following information provides a summary of the study approach and findings offered for consideration. PROPOSED CHANGES The existing Saint Therese Senior Living Facility has a total of approximately 392 senior living units, which includes 179-independent living, 45-assisted living, and 168-skilled nursing units. Prior to the Covid-19 pandemic, the facility had a total of 482 senior living units (179-independent living, 45-assisted living, and 258-skilled nursing units). However, recent operational and market changes have resulted in a decrease in total units and changed how the facility functions. Therefore, the Saint Therese Senior Living Facility is planning to reconfigure its operations to support its long-term goals. The planned changes are expected to occur over multiple phases and results in a total net increase of 13-units. The following information in Table 1 summarizes recent and planned changes at the facility. A detailed illustration of each development phase is shown in Figure 1. Table 1 Development Summary by Phase Scenario / Phase Independent Living Assisted Living Skilled Nursing Pre-Covid 179 45 258 T36 Existing 179 45 168 Phase 1 150 45 168 Phase 2 150 45 160 355 Phase 3 150 45 160 355 Phase 4 (Final) 200 45 160 405 Access will continue to be provided via one driveway along Bass Lake Road/CSAH 10 approximately 700 feet west of Winnetka Avenue, as well as two driveways along Winnetka Avenue approximately 750 feet and 950 feet north of Bass Lake Road/CSAH 10. The primary facility entrance will change from Bass Lake Road/CSAH 10 to Winnetka Avenue during Phase 3. www.transportationcollaborative.com PHASING PLANS - IIB I II PHASING PLANS_-_ 0 PHASING PLANS - IIA r = 60'-0- PHASING PLANS - III I,. = 00'-0" PHASING PLANS - EXISTING ST.THERESE SAINT THERESE SENIOR LIVING OF 10 NEW HOPE, MN SCHEMATIC SSUE 10-18-2021 PHASING A 2 Proposed Development Phases Td Saint Therese Senior Living Traffic Study Figure 1 Saint Therese Senior Living Traffic Study TRIP GENERATION June 7, 2022 Page 3 A trip generation estimate for each development phase, including pre-covid conditions, was created using the Institute of Transportation Engineers (ITE) Trip Generation Manual, 111h Edition. The trip generation summary provided in Table 2 indicates that the facility is expected to generate approximately 16 less a.m. peak hour trips, 20 less p.m. peak hour trips, and 208 less daily trips when compared to pre-covid conditions. When compared to existing conditions, the facility once completed (i.e., following Phase 4) is expected to generate one (1) new a.m. peak hour trip, two (2) new p.m. peak hour trips, and 26 new daily trips. This change in trip generation is expected to have minimal to no impact on area traffic operations and is well within typical peak hour and daily traffic volume variations along adjacent roadways and at the site. Table 2 Trip Generation Summary Land Use (ITE Code) Size A.M. Peak Hour P.M. Peak Hour Daily In Out In Out Pre-Covid Independent Living (253) 179 units 8 6 16 16 396 Assisted Living / Skilled Nursing (254) 303 units 33 22 28 45 788 Pre-Covid Total 482 units 41 28 44 61 1,184 Existing Independent Living (253) 179 units 8 6 16 16 396 Assisted Living / Skilled Nursing (254) 213 units 23 15 20 31 554 Existing Total 392 units 31 21 36 47 950 Phase 1 Independent Living (253) 150 units 7 5 13 14 332 Assisted Living / Skilled Nursing (254) 213 units 23 15 20 31 554 Phase 1 Total 363 units 30 20 33 45 886 Phase 2 Independent Living (253) 150 units 7 5 13 14 332 Assisted Living / Skilled Nursing (254) 205 units 22 15 19 30 534 Phase 2 Total 355 units 29 20 32 44 866 Phase 3 Independent Living (253) 150 units 7 5 13 14 332 Assisted Living / Skilled Nursing (254) 205 units 22 15 19 30 534 Phase 3 Total 355 units 29 20 32 44 866 Phase 4 Independent Living (253) 200 units 9 7 18 18 442 Assisted Living / Skilled Nursing (254) 205 units 22 15 19 30 534 Phase 4 Total 405 units 31 22 37 48 976 Change from Pre-Covid -77 units -10 -6 -7 .13 -208 Change from Existing 1 +13 units 1 +/- 0 1 +1 1 +1 +1 +26 Saint Therese Senior Living Traffic Study TRAFFIC ROUTING June 7, 2022 Page 4 To illustrate the change in traffic volumes at the facility driveways, existing and future (Phase 4) trips were estimated based on area travel patterns, available parking, site operations, and engineering judgment. Today, approximately 40 percent of the available parking is accessed via Bass Lake Road. Under future conditions when the site is reconfigured and the primary entrance is moved to the east side of the complex, approximately 30 percent of the available parking will be accessed via Bass Lake Road. The corresponding change in site generated trips were identified and illustrated in Figure 2. TRAFFIC OPERATIONS The change is trip generation is expected to have minimal to no impact on area traffic operations and is well within typical peak hour and daily traffic volume variations along adjacent roadways and at the site. Furthermore, the shift in travel patterns to/from the site with more users accessing the site via Winnetka Avenue, is a benefit to the overall transportation system and provides improved ingress/ egress for users. Therefore, no traffic operational issues are expected resulting from facility changes. CONSIDERATIONS A cursory review of the proposed site plan was completed. The following items are offered for consideration and/or further discussion. • Shift the Bass Lake Road/CSAH 10 driveway to the east to align directly across from the existing driveway on the south side of the roadway (i.e., serving the Park Acres Apartments) to eliminate offset driveways and reduce potential conflicts; coordination with Hennepin County would be needed. • Shift the southern driveway along Winnetka Avenue to the south to align directly across from the existing driveway on the east side of the roadway (i.e., serving the Birchway Apartments) to eliminate offset driveways and reduce potential conflicts. • Review the parking lot configuration and circulation to ensure efficient maneuverability for all users; potential changes could include angled versus perpendicular parking and/or driveway aisle modifications. • Review loading areas / garbage procedures to ensure maneuverability to minimize or eliminate any conflicts. • Make sure any landscaping and signage is located appropriately and does not impact sight distance for motorists. CONCLUSIONS The change in trip generation and travel patterns from the facility reconfiguration is expected to have minimal to no impact on area traffic operations and is well within typical peak hour and daily traffic volume variations along adjacent roadways and at the site. Therefore, no infrastructure changes are recommended from an intersection capacity perspective. However, several considerations are offered to reduce conflicts and improve safety for motorists, which should be discussed further with project staff and incorporated as appropriate. Legend XXX Existing Volume (XXX) Phase 4 Volume'. Directional Distribution - AM - PM Peak Hour Peak Hour � <1 � J — _ •ik 3 (5}� co c� 9 00) WW w C" R ••�� �_ �� �� � '� _ .� 1� • max. LIM L+• 4r , 'S i •. ma�yy,, { .+� 1 441 "Ilk . tJ •�S `�L� lift- �• AM , Peak Hour �� r .:,-� �. ;; a TO 71 PM Peak Hour A2 Site Generated Trips Td Saint Therese Senior Living Traffic Study Figure 2 = I ,. IaPOP E AP uHIMNRS,IN's ll��{'vvnn � ../'t � ea, waamo 1 rul[itlw�t�m SAINTTHERESE ,i SENIOR LMNG OF ,u,, r NEW HOPE - PHASEIB NEW HOPE, MN -tea Lu Saint Therese . . .urs ww H � LLI 7 I_L i 1 L>_ SCHEMATIC DESIGN ISSUE - 6110R2 n PHASING PLANS -IV n PHASING PLANS - III n PHASING PLANS - IIB LY 1, 1 i �, P1lA41NG PLANS iY LL i aan:_NN,a rah R►aASI1J6 PLANS - I , p E - EXISTING A0,11 /i1PHASINGPLANS-IIA t �"=»ate SAINT THERESE SENIOR LIVING OF NEW HOPE - PHASE 1 A 7 STORY REMODEL 8000 Bass Lake Rd, New Hope, MN PROJECT DIRECTORY OWNER ARCHITECTANTERIOR DESIGN STRUCTURAL SAINT THERESE POPE DESIGN GROUP ]MEG 1660 SOUTH HIGHWAY 100, SUITE 103 767 N- EUSTIS AVENUE, SUITE 190 12755 HIGHWAY 55, SUITE 100 SAINT LOUIS PARK, MN 55416 SAINT PAUL, MN 55114 MINNEAPOLIS, MN 55441 CONTACT: DINAH MARTIN KMETZ PHONE: 651-789-1625 PHONE: 6125405000 CONTACT: GREG WOOLUMS CONTACT: LEO SCHAEFERS gmalluma®popedesign.com Leo.J.SchaefLm@lmegcorp com SERVICES CONTRACTED BY OTHERS: CIVIL ENGINEER MECHANICAL ENGINEER BKBM ENGINEERING DESIGNIBUILD 6120 EARLE BROWN DRIVE, 9700 BROOKLYN CENTER, MN 55430 PHONE: 763A43-0477 CONTACT: JOEL MAIER jmaler®bkbm com LANDSCAPE ARCHITECT ELECTRICAL ENGINEER CALYX DESIGN GROUP DESIGNIBUILD 475 CLEVELAND AVE N, #101A SAINT PAUL, MN 55104 PHONE: 651-788-9018 CONTACT: HANNAH LOPRESTO hannah@catMde gngroup.com KITCHEN DESIGN BOELTER PREMIER 7120 NORTHLAND TERRACE N. 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INC ! ! ! u„ SAI` NT— wP w,w.....®ti®.w SENIOR LIVING OF I n � NEW HOPE - PHASE IA _7STORY REMODEL "' — —— — — — — cP z,wm. �rrtourcnwmiww,xz.,.warcmri. I i Saint Therese - i • — _ _� I_ � _ _ _ 6, ��Nl,v ,amrzw osomuwu.sarvuv ` I f �I ....e...w..P .,.w.xMIT I DESIGN DEVELOPMENT PACKAGE 6r10-2022 ! I I I a i� • wranww,er. ............. Key Plan u I� OVERALL LOWER LEVEL 1 "CIF" air I;mP m ?H TIT," P I I I — — — � o — q— tlt„A _- I ------ I I ------------ - - ---- � � � _ I EH..,,:, EET n - A2.09 BALL LOWER _ It == POPE ■ r:; [] K KJ I L ro rs -- � r IW PI i 7J■■. ` r Aball '�i1.L��*.f�•1. ,i rv.R "na�TIM SAINT THERESE SENIOR LIVING OF NEW HOPE -PHASE IA _7STORY REMODEL NEW HOPE. MN f[f� Saint Therese i / DESIGN DEVELOPMENT PACKAGE 64-2022 C 7 F Key Plan f �1 OVERALL LEVEL TWO FLOOR PLAN R PLAN Ili£ - 4 ,cr SEE SHEET A2.09 FOR TYPICAL PLAN NOTES I I 1 I I un PE ARC MNPUR INC. sslw ♦mo I ..I.so. �vm SAISENIONTTHERESE LIVING NEW HOPE RE PHA O1A I I 7 STORY REMODEL NEW HOPE. MN Saint` Therese I � I — --I — -- — — — — — — - o-, DESIGN DEVELOPMENT 6-1 2(L PACKAGE2 I I _ LW 1_ ' Key Plan It r d " y _ OVERALLLEVEL FLOOR PLAN liml, s -- I i I m, A2.12 PIC)PE '� 11 7 STORY REMODEL Saint Therese Key Plan OVERALL LEVEL FOUR FLOOR PLAN, •�X �cr aid w w h � j � ir• ii�4� ��� 1.��E���4� �I�• 1 �i�..�i�� yii Er�—t�i�l�i-x_{ii�-z•�1s��i� �� �f�+c. :i_er+_• �r I��11111�1 H I F I I I 1 I — I I ----4 — I b, M I I ----1 I l I l I I I i I SEE SHEET A2.09 FOR TYPICAL PLAN NOTES I o-i s 1 I 1 I l I I I I I I I I , I I I I SEE SHEET A2.09 FOR TYPICAL PLAN NOTES rorr �una+ic� wc. SAINT THERESE ..".SENIOR LIVING OF t I o-1 s SEE SHEET A2.09 FOR TYPICAL PLAN NOTES -Lo in `xPOPE ARCHITECT$. INC Iraxl wxn�im•I�TU Is slsud wt I I SAINT r� I I SENIOR LIVING OF } - - - - - NEW SOORY REMODEL l I I NEW HOPE. MN 1 Saint --I--4--- I I I � DESIGN DEVELOPMENT PACKAGE l 1 6-1 022 I I LwG I = II II I j Key Plan I I I- - OVERALLLEVEL - - - - - - - - - - SEVEN FLOOR PLAN �Il: i I i I � -�L - L -� Mir L N R PLAN SAINT THERESE SENIOR LIVING OF NEW HOPE - PHASE IB 8000 Bass Lake Rd, New Hope, MN BIDDING CLARIFICATIONS 1 THERAPY EOUPMENT BY OWNER ZCOMMERUALKITCHENEOUPMENTBV—R,HO0—SBYGC COMMERCIAL LAUNpiY EQUIP —BY OWNER HOOKLPS BY GC 4 STAFF LOCKERS AND INSTALIATKIN BY OO 5 1— �SIGNWEAN)B16TALIARONBYOHNER NUAENT EXTERIOR SIGNS BY GC. i. SPA TUBS BY OWNEP, INSTALLED BY GO A L—ION BY AUdWA3IML EOUPMEMI—PELII—A0I DAAN3PROVI ➢BY 10 WINDOW TREATMENTS BY (M'NER E]ICEPT F-HORIZONTAL AND VERTICAL BLINDS— ME BY GO 11 FURN—ANO&TEFURNTIIREBYM R IMAGE FOR ILLUSTRATION PURPOSES ONLY -NOT TO BE USED FOR CONSTRUCTION SHEETINDEX BUILDING DATA MINIM===Nm� m � E�sTv DEFERRED SUBMITTALS 2.• LIGHTING COMPLIANCE WI E.—COGS 3.- EXITSIGNAGEAEMERGENCYUG- 4. - IN —ID BI REVAREDBY COGS O .—ESPREAORATINGFORFABRICSANGCOMBUBIBLE ­�- Or I,s[n+lOYPKRWCME4pni. • rwE FN44GFR VT6fiMCWW d o.-GICpHOiAPMFiIMUGILNnRECrI JI DRAWINGa 11.• VRAr /aIf'IgOPlW f U 1 PROJECT DIRECTORY Z- OWNER STRUCTURAL SAINTTHERESE IMEG 166D SOUTH HIGHWAY 100, 12755 HIGHWAY 55, SUITE 100 IOU SUITE 103 MINNEAPOLIS, MN 55441 SAINT LOUIS PARK, MN 55416 PHONE 612-540-50DO I CONTACT: DINAH MARTIN KMETZ CONTACT: LEO SCHAEFERS Leo.J.SchaefBm@lmegcorpc0m Lu c,- ARCHITECT MECHANICAL POPE DESIGN GROUP DESIGN I BUILD 767 N. EUSTIS ST , SUITE 190 ! ST PAUL, MN 55114 PHONE: '51-789-1625 CONTACT: GREG WOOLLUMS gm09ume®PoPe.mh Inm CCmL ELECTRICAL BKBM ENGINEERING DESIGN I BUILD 6120 EARLE BROWN DRIVE, 070D BROOKLYN CENTER, MN 55430 PHONE: 763A43-0477 CONTACT: JOEL MAIER gnBlerQblmm cam LANDSCAPE GENERAL CONTRACTOR r - CALYX DESIGN GROUP 475 CLEVELAND AVE N, #101A SAINT PAUL, MN 55104 PHONE: 651-788-9016 .� CONTACT: HANNAH LOPRESTO I hanrreh®calyKdeslgngroup.com (1 LOCA' C9 it 44Lil 1 .J ❑SUE LOCA DM ! 8000 Bass Lake Rd, New Hope. MN Ll— O 7 POPE ARCHITECR, INC IssU wa♦aw I rAx SAINT THERESE SENIOR WING OF NEW HOPE - PHASE IB NEW HOPE, MN Saint Therese SCHEMATC DESIGN ISSU��- 6110422 TITLE SHEET .�4 ® h 1 II 1 I I I •- POW •,SwrScf,, INC SAINTTHERESE SENIOR LIVING OF NEW HOPE - PHASE IB NEW HOPE, MN ;r SCHEMATIC DESIGN ISSUE - sn0rzz LMER LEVEL FLOOR PLAN FLOOR PLAN GENERAL NOTES I w =X-- A=� "m BB LEVEL NE la, m T-C' DMA�FUM�- SAINTTHERESE SENIOR LIVING OF NEW HOPE - PHASE 18 NEW HOPE, MN Saint Therese SCHEMATIC DESIGN ISSUE - 6/lM2 1 LEVEL ONE FLOOR PLAN A2.02 II'll I�PCHITEI—, INC. �csil uza m��� SAINT THERESE SENIOR LIVING OF __I NEW HOPE - PHASEIB NEW HOPE, MN is LLJ Saint Therese U_I T T q T Q T T T Q I I I I SCHEMATIC DESIGN ISSUE - 6110/22 I I 1 1 f � 1 1 �► � I � I � I I -- LEVEL TWO FLOOR PLAN rr I— L ` — —- — r l I .. I LEVEL TWO FLOOR PLANS _ I A2.03 V — 1I t7 1 [�_LEII L 7iiREE EL00R PLAN POPE APCHITE SAINT THERESE SENIOR LIVING OF NEW HOPE-PHASEIB NEW HOPE, MN 4 Saint Therese SCHEMATIC DESIGN ISSUE - 6110Q2 LEVEL THREE FLOOR PLAN — t•1 — o moaimve H �EEr A2.04 i� !1l II r' I T TIT }- POPE ARCHITECTS. INC zzl wanmo I ��v l� 51swa[�ios SAINT THERESE SENIOR LIVING OF NEW HOPE -PHASE IB NEW HOPE. MN Saint Therese zSCiH- DESIGN ISSUE- 611D22 LEVEL FOUR FLOOR PLAN i — o) �7 I LEVEL FOUR r� a �alrm�e R� A2.05 "W I 11 g 4 I L FIVE 7B- • Y.� d • I SAINT THERESE SENIOR LIVING OF NEW HOPE - PHASE IB NEW HOPE, MN Saint Therese i :I `J SCHEMATIC DESIGN ISSUE - 6110122 _ LEVEL FIVE FLOOR PLAN R1 ma:nmae ar A2.06 u !! on 11 on ::: !! me 11 a■ :: od eE ■11 1� OR son 1■ " kie HA i r� OF 11 Ile H f 1193 on ■ ■ ■ rl r1 ■ 1s1 Is. ■1 son A ■l■ 11 ■1 ■l■ 11111 �1�1 !■ uu M.. luu 1n 1n uu a!r 1111 N!! 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WINDOW TREATMENTS Y OWNER, EXCEPT FIR NIOROONTAL AND VERTICAL BLINDS WHU1 ARE BYE C 11 FLRNITURE AND SITE FURNITM YONNER IMAGE FOR ILLUSTRATION PURPOSES ONLY- NOT TO BE USED FOR CONSTRUCTION SHEETINDEX DEFERRED SUBMITTALS I SMOKE AND DRAFT CONTROL FOR IGMi" COMPLIANCEWIENERG COOETOR DOORS ] - EXIT SIGNAGE A EMERGENCY LIGHTING INTERIOR SIGNAGE REGORED BY CODE - FIRE STOPPING DETAILS - FTAMESPREADRAIINGFORFABRICSANDCOMBUSTIBLE FIHSNEB ENGINEERED TR WS DIAGRAMS B REVIEW OF SPEU�ALINBPECII NS RTB FIRE SPRINKLER SYSTEM DRAONGS 10- DESICNII—ME—NICALA CTRICALIXMWING5 SPRAY FIREPROOFING PROJECT DIRECTORY OWNER STRUCTURAL SAINTTHERESE IMEG 1660 SOUTH HIGHWAY 100, 12755 HIGHWAY 55, SUITE 10D SUITE 103 MINNEAPOLIS, MN 5S441 SAINT LOUIS PARK, MN 55416 PHONE: 6125405000 CONTACT: DINAH MARTIN KMETZ CONTACT: LEO SCHAEFERS Leo.J.Schaelem@imegcorp.com ARCHITECT MECHANICAL POPE DESIGN GROUP DESIGN I BUILD 767 N. EUSTIS ST.. SUITE 190 ST. PAUL, MN 55114 PHONE 651-709-1625 CONTACT: GREG WOOLLUMS 0xW ollums@popearch.com 2VIL ELECTRICAL BKBM ENGINEERING DESIGN I BUILD 6120 EARLE BROWN DRIVE, 11700 BROOKLYN CENTER, MN 55430 PHONE 763-043-0477 CONTACT: JOEL MAIER jmaier@bkbm.com LANDSCAPE GENERAL CONTRACTOR CALYX DESIGN GROUP 475 CLEVELAND AVE N, N101A SAINT PAUL, MN 55104 PHONE: 651-768-9018 CONTACT: HANNAH LOPRESTO hannah@.Ipdesigngroup.com LOCATION MAP -oar - •-33: _ Zt L: i $RTE LOCATION 8000 Bass Lake Rd, New Hope, MN OPE ARCHITECTS, INC- NA SAINT THERESE SENIOR LIVING OF NEW HOPE -PHASE IIA NEW HOPE, MN Saint Therese DESIGN DEVELOPMENT ISSUE - 6110122 I TITLE SHEET or Ewa AO.1 =T�L FLOOR PLAN GENERAL NOTES aa�iaoa qG DATA LOWER—R LEVEL ONE LEVELTYO 0 o rn ko Nq a P i .1V !1. Ts]lev VIV S wf . Mf>pRTal 1 f7ALL L AA1ER LEVEL FLOOR PLAN I`LJ. 1zPOPE ARCHITECTS. INC u, wzim I�iz�.x 1. 51 w[n SAINT THERESE SENIOR LIVING OF NEW HOPE - PHASE IIA NEW HOPE, MN Saint Therese DESIGN DEVELOPMENT ISSUE -MOM ,;�Yert Key Plan OVERALL LOWER LEVELLEVELFLOOR ea a SEE SHEET A2.0 FOR TYPICAL PLAN NOTES 11 wu SAI.e N TTHERESE . o I SENIOR LIVING OF NEW HOPE - PHASE IIA - NEW HOPE, MN Saint Therese TTT:17 _I.3 I DESIGN DEVELOPMENT t ISSUE-6110122 J ■ -��' " Key Plan •�+ —I J OVERALL LEVEL ONE ei FLOOR PLAN Vff © �y s V \ 3b A2. 1 � DVE L LEVEL ONE FLOOR PLAN SEE SHEET A2.0 FOR TYPICAL PLAN NOTES F P N r=zrry ".m,� SAINT THERESE SENIOR LIVING OF NEW HOPE - PHASE IIA NEW HOPE, NIN 0 Saint Therese 1 DESIGN DEVELOPMENT ISSUE-61102 Key Plan OVERALL LEVEL TWO FLOOR PLAN ('1 w-aaaaaaaaaas m.�. +maysfc r. ww� ow A2.2 l 11 li li iii ii : it I ii f Ell I.: 1 oNo orm� ®o ®am 0. 7 11 : is u. is l= I I H .. is is :.. L� ■ am rNn nn n■m n [7 .. a. a Eu .r M i a. M .. ^ s, as L u ■E ■E ■E n n IN IN IN IN IN ■E .. .. i illl 11 ■E M M® ® 0 0M ■E R .. 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WA[P SHEETINDEX mum tnren:x: r_r rrr•••.•n; r�ppp^� pllilptlro �s - Donor now �•��*•� �iorr pia<• anwoo :aw• n0000 tl i OME nor � �� �• tltltlrr �:laTr�':-c1 - >xrt'� ^�wwnrr nniarr s3rr - _s>awT B000r wll4rr �a tlianoo com' - Bono ii000 000ii ;:am _ "r !lnro �� �sa•�rT-�T•T�iinrr iinrr �r�:6r• a.- ww tl rr i�-= Dam-.= -i:. r tltltlrr tltltlrr ""Egon = •001132 nnnrr Undoii �� � wwlr■ !wwr■ �• - lwl�ir■ Ilion! iioor intl4nr= i�a K � erm•. a�rrs.,l�emarr•�srl�wwtlr� tltltl= Carr+:-��=i� =�notlioil�I I:tcn::�-�.raa=rsrrwrrr+rsrr, .7��pnpr nnnri I� 91 ..,.. tltltlor tlnnor �l•.n - .- oaoor i'iro r �.T•..'.:nc:.a]-,a-iaart�T.T."�I'�•�! wwr ■ �y3,r.-.er: trmrr. •.-.-.-,�. R. i^ rf!!rr ---oo mmmmm iilrr v^S\3�c¢r-n� ww w rr 8000 Bass Lake Rd, New Hope, MN =I ' :fCRI • . .T ,., . -..�,. n r.R�d•5r !lira !lwrr _n: ar. rti••.cr+Ja^: wrr:---r.��!!A� ■ r � �iaii DEFERRED SUBMITTALS 1.. rwr.O AeA rw><rLprn6c: ron Elt'M>aIpOORs J. R.aE. Pr..GLr4Y }roH1.gLCt[ d.• r11F1WrrIOHWERNNPT'COPE 5. - LtlIE rTrY/pq [(Tµr 6. • !� M1rGfd LANr.'a ANOCOMBIATIBLE 7.- LMIUEBNiryer pAORAIu 6. • dIP�iYfL/fPlWawWlCiA1Mi FOVr*G • 1'Ne'RIWWkres/g1beYNes - �Yrie�p.4i[L/�Fn�Nla �1rKAL auvAN05 PROJECT DIRECTORY OWNER STRUCTURAL SAINT THERESE IMEG 1660 SOUTH HIGHWAY 100, 12755 HIGHWAY 55, SUITE 100 SUITE 103 MINNEAPOLIS, MN 55441 SAINT LOUIS PARK, MN 55416 PHONE 6125405000 CONTACT: DINAH MARTIN KMETZ CONTACT: LEO SCHAEFERS Leo J.Schaelem@imegcorp com ARCHITECT MECHANICAL POPE DESIGN GROUP DESIGN I BUILD 767 N EUSTIS ST. SUITE 190 ST PAUL, MN 55114 PHONE: 651-789-1625 CONTACT: GREG WOOLLUMS gmollums@popearch com IL ELECTRICAL BKBM ENGINEERING DESIGN I BUILD 6120 EARLE BROWN DRIVE, #700 BROOKLYN CENTER, MN 55430 PHONE: 763-043-0477 CONTACT: JOEL MAIER jmaier@bkbm com LANDSCAPE GENERALCONTRACSOR CALYX DESIGN GROUP 475 CLEVELAND AVE N, M101A SAINT PAUL, MN 55104 PHONE 651-7"16 CONTACT: HANNAH LOPRESTO hannah@wlykdesigngroup com LOCATION MAP L � SITE IOCJVTI01b 6000 Bass Lake Rd, New Hope, MN NORTH POPE ARCHIT—.1- SAINT THERESE SENIOR LMNG OF NEW HOPE - PHASE IIB NEW HOPE, MN Saint Therese DESIGN DEVELOPMENT ISSUE - 6110122 TITLE SHEET �,. mnvegc JT+. dwr •�.n w rF Ao.1 n BB FLOOR PLAN GENERAL NOTES rraa JILDING DATA 6euto YE,m¢•ew[ N.iE9. VL g2mvif my riNE A � 1IVs ryw/ GRrtflNI IiM MG , f0i,�5 afu{rw�.fE EElalu� W, • S,f XlN.i V ea /+1 OVERALL LOWER LEVEL FLOOR PLAN nz.a V = 20'4" �,H wft'* nM w SAINT THERESE SENIOR LIVING OF NEW HOPE -PHASE IIB NEW HOPE, MN 0 Saint Therese DESIGN DEVELOPMENT ISSUE -61101PP *0�— Key Plan OVERALL LOWER LEVEL FLOOR PLAN AxEET A2.0 Bi BB FLOOR PLAN GENERAL NOTES - SEE SHEET A2.0 FOR TYPICAL FLOOR PLAN NOTES ea Z% NB 10 IE NE R QQR PLAN POPE ARCHITECTS. INC s, d111 I =T w slsua 1�0 I SAINTTHERESE SENIOR LIVING OF NEW HOPE - PHASE IIB NEW HOPE, MN Saint Therese DESIGN DEVELOPMENT ISSUE -6/10122 Key Plan OVERALL LEVEL ONE FLOOR PLAN munvs A2. 1 or ae .xsr �j d'o fir) 9A6 10 FLOOR PLAN GENERAL NOTES - SEE SHEET A2.0 FOR TYPICAL FLOOR PLAN NOTES _3 n OVERALL LEVEL TWO FLQOR PLAN nzs 1 = 20'-9' i y[.��f:ffn [SfS.faC SAINTTHERESE SENIOR LIVING OF NEW HOPE - PHASE 110 NEW HOPE, MN Ewa 0 Sal nt Theresa DESIGN DEVELOPMENT ISSUE - 6110/22 Key Plan OVERALLLEVELTWO FLOOR PLAN ( i I ( ,D may— �1 A2a2 EAST ELEVATION - AREA B O O I'M g C�Q o o o ® ® c I I I I ------------------ ELEVATION -AREA Cl (z1 SOUTH ELEVATION - AREA Cl A]s - AREA B .1 1/B" = 1w, I I � f.j qy — o� �elas� %ZY 1w•i'.r POPEAHCHITE INC wi+wra mil ru SAINT THERESE SENIOR LIVING OF NEW HOPE - PHASE IIB NEW HOPE, MN a Saint Therese DESIGN DEVELOPMENT ISSUE-6110M O, M] cs K"PW EXTERIOR ELEVATIONS in: ■E u C1 9 1 0 Co- 0 ■� .. ■■ in 001 001 001 01 .in rry r.� .f li li Ii Ii 1n H Iil a I: to IQ 1 !: HE: Q Q d ago cz 0 ri al r1 I R .m a a, a t■i ■' ■I .r I n� ■ !n n uRolm, is Ii li li llI lu Iii 0011 `i 10.0 : . "ii A " "a .. 11111 =EK.■1 it G G •E IQQiii L"!� iiii� iili ,".� -^ •.. ,T -.a::: iiiii �>• ��,^,.-F�rttsx7r. • " Qiiii QIIili Win '7B�' .•rr:•. iiiii Dom._ ...y: ■L7ANi QQiii iiiii iii OMENS ii! fir' i—"�:�ier:•r: •' rnrrar--r . RA ii iIAm A, ■ �)`,r.x:-:•Izr L.fl1 r. �•xrrT..._. iiiii iiiii rzsa,�.u..... �_ ,I . -iiiii id ii■ inn�wOwii' �rm CIl'� ^r-er�na•;m.I�:.r,.,T -,rr. -: .� •[rt�i of ii SAINT THERESE SENIOR LIVING OF NEW HOPE - PHASE III BIDDING CLARIFICATIONS ETUPV EOUPMEM BY OWNER 2 COMMERCIM KITCIEN EOUPMEM BY OWNER HOOKERS BY GC e CoMMEOCKL LA IYNSTALLAENT BY BY �IEA —Pe BY GO 5 IMEM RIGIUGEAIA INBTALIATON BY OWNER TwoEKTERIOR SIGNS BY CL A TUBS By MKS' INiTALLED BY" RWA PCY CURTAINS BY OWNER TRACKS AND INSTALLATION BY GL. B. AWIOMSUALEONPMEMINLHAPCLIINSTALLEDANDPRWIDEDBY 10 WINDOW TREATMENTS BY OW NCR —PT FOR HORIZOMAL AND RARE By CC NTUMEB NMB SITEFUR—E BY 8000 Bass Lake Rd, New Hope, MN IMAGE FOR ILLUSTRATION PURPOSES ONLY -NOT TO BE USED FOR CONSTRUCTION SHEET INDEX BUILDING DATA LEVEL OM —CENTER It6.i525F 16.T525F DEFERRED SUBMITTALS MOKEA6D DRAFT CONTROL FOR ELEVATOR DCORs LIGHTING COMPLIANCE WI ENERGY W DE ET1T SIGNAGE S EMERGENCY UGMING INTERIOR BIONAGE REONRED BY COME OPFING DETAILS O FlMSHEENGREA D RATING FOR FABPILS A-C-BUSTIBLE INE EFOT A OwGPAMs REVIEW SPECIALINBPECTIONSREPoRT9 PRIINSYSTEMDRAWINGS DESIGN BULD LD MEPNMGL AN) ELECTRICAL IXUWINOB PROJECT DIRECTORY OWNER STRUCTURAL SAINT THERESE IMEG 1660 SOUTH HIGHWAY 100, 12755 HIGHWAY 55, SUITE 100 SUITE 103 MINNEAPOLIS. MN 55441 SAINT LOUIS PARK, MN 55416 PHONE 612-540-5000 CONTACT: DINAH MARTIN KMETZ CONTACT: LEO SCHAEFERS Leo J Schaefers@imegwrp com ARCHITECT MECHANICAL POPE DESIGN GROUP DESIGN I BUILD 767 N. EUSTIS ST., SUITE 190 ST. PAUL, MN 55114 PHONE: 651-709-1625 CONTACT: GREG WOOLLUMS gMollums®popearch.cam "I ELECTRICAL BKBM ENGINEERING DESIGN I BUILD 6120 EARLE BROWN DRIVE, 0700 BROOKLYN CENTER, MN 55430 PHONE 763-643-0477 CONTACT: JOEL MAIER jmaier@bkbm,com LANDSCAPE GENERAL CONTRACTOR CALYX DESIGN GROUP 475 CLEVELAND AVE N, #101A SAINT PAUL, MN 55104 PHONE: 651-78S-9018 CONTACT: HANNAH LOPRESTO hannah@mlyxdesigngroup.com LOCATION MAP kOCA M. SITE Bass Lake 8000 Bass Lake Rd, New Hope, MN n0[ mclfflLC'm SAINT THERESE SENIOR LIVING OF NEW HOPE - PHASE III NEW HOPE, MN a Saint Therese SCHEMATIC DESIGN ISSUE 6/10122 TITLE n�I Ow POPE PRI sa I r n LEVEL ONE FLOOR PLAN az.i 3/37' = 1.-U, `'Ll" (� 1 NDRTyp- E LEVATI ON - CLERESTORY + �f3x� r n SOUTH ELEVATION -CLERESTORY Af-y 3137. = 1'-0" Y^GI�IL TL^_ �L :3I�L�i^y"r m m raft AftwOmf wN SAINT THERESE SENIOR LIVING OF NEW HOPE - PHASE III NEW HOPE, MN �aaMMMt Saint Therese SCHEMATIC DESIGN ISSUE 6110122 Q c Q4 110 RA Key Plan EXTERIOR ELEVATIONS efwfft� mssnmac l",Y� fMl a a - AM NORTH ELEVATION - CHAPI=L _ a I s T A NT EN R 9rrt"=1'd' NORTH ELEVATIONS - CANOPY ya2'= r-0• /s1 SOUTH ELEVATION - CANOPY N.x 3/32' = 1'-0" fi] SOUTH ELEVATION - WARM /71 WATER POOL N] 3/32"=1'-0" nTR NORTH• © WATER POOL m POPE AICHITERS, INC Iwtlwzimo•�ulss Iua.fiW SAINT THERESE SENIOR LNING OF NEW HOPE - PHASE III NEW HOPE, MN r� a Saint Therese SCHEMATIC DESIGN ISSUE 61100 EXTERIOR ELEVATIONS ran... 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SCALD f � '�Q'ic�z�,F;io i� r ' • ��a. I _. ~� ,��; - � ST. THERESE 111}rfr,.. jj _ EXISTING CARE CENTER i= NEW HOPE, MN ui J< act ... _-• ' �`'� '--� ____'--.1 �� tfll:�i.�y '�Gi. ..t. J.... � * .r+•n. ®« ir :.,�. r � � 6. •�,,. -'+' . � �'� `� ovR o".�,as""x,:.n�m.,....m...,aa.�a>w..� . YT amp LL LLJ . . SIGNED REVIEW L !. J .,... .•,.. ��i o.1 pSET 4 ''- - -_�_ E�' wn --w?'.-,_�•-� `�i. ,.>w..� p :. r / • i W �� :: :�, � [iir _ '.,.. , �� r �:-" �;�; � o ,.,'�"..,, R � a` >m a .... r ..... =w.., . R.r,a, . �`�'- Y. _ ,�a� '�• B.a...ns...rw.°"uor, r.,, ....rx ,xa n,.,,. o, 91 .., yp•' -f..... �r .__ 'i O"on'.',.o".oim `rim" M.:. u".i"i,'m m'K p 99 a•uuan wee . �. a�c• m„ .e mam n.n �a. mV_cnx ,o `•� 'Ti 1 p „ S•'.�s L'/..-'� � � X' r"4' ,..N� +i'f„ C'S I ... ©nouu >.w oa vro,n �o-,c...c >,o.v ssu...uc��.m� wMnwl„I,tiMa mn..w e.ra SELECTIVE SR# DEM IJRIVE}EIiD" COMYR L KM Cf,1 %A 4.1 —A SCALE fo k ST. THERESE w EXISTING CARE CENTER NEW HOPE, MN ui LU LU LL LU M�- LL SET 13 1p op 77'vl: I LL tr<a an r - W�& MF MMMM.ML SELECTIVE SITE DEMOLITION AND EROSION CONTROL PLAN C1.2 N mc C ` SCALE T - 40' J z O w U z w of w LL w O LL O U H z O U Ix O LL H O z nKMPQ VLW ST.THERESE EXISTING CARE CENTER NEW HOPE, MN SIGNED REVIEW SET �.M a�,�F111F�.lawYa Ira (awtk OVERALL GRADING, DRAINAGE, AND EROSION CONTROL PLAN C2.0 aw.an:=cr�� POPE i!� •ar��ll�Ti . Yr i. •ate ����. � �� �L • F� E �. ..r! ... • ST.THERESE EXISTING CARE CENTER NEW HOPE, MN BKBM SIGNED 1 SET OR,UINGEAH6 EROSM CONTROL PLAN C� o - i POPE I4�Nli■ _ OF ,f ==Mommm ®m®�® mi jai rMHmm mmammm m=Z010 ma mmumm • ��- - �4 o 6�S7� ®m®mom mo©�� N M. as s o®30• eoPCIPPFNCN�TPCTs. �N� JFu SCALE p _ 3p• ,,..,xo,x,.,w..0 6 1 _ ST. THERESE - -- } EXISTING CARE CENTER - Z NEW HOPE, MN w fs 1 r IAiIt, N v i��•- N . 1 - °rn°-mics LL 6Y6TMG MMDMG • B F w M DISIO �18. •:' I � � wig'' w mai enrol "M lab Pozen it �.xon W I- ----- �� e�-------- m a - �....�...... I;M31 6 ^ 1 £ o O SIGNED REVIEW a a v6 6Dze I � . ® iI ® 1 li a �,.� � SET "s { m T�110, � n.omor mem.mx.0 a ,.nvo m. 6d ) ll ©� o.. —1� E LL 0 PPOPD6Ep 6DP➢MG 1 1 PMOSn M,x u, mw.n xmun wm wx xmun m a m oil DO i �OVA -- 6F� F ®M•�.R dP 6,r6 tiX.OP�Ri 1 m 06.00 I- ----------- ---Bar-;s------- Z RIP PLAM 96 6.... ri am;umm 6r. i..sa LMLrrY PLAN Gil 1 ' B650N0 BMBINB-•�•��AC•?•f' •. - I-- [�• 1 I IR 11310 � 35^ If i N ` K IOL1, MPM BUBDBIC ABBI ` I' Y1B MZ' F:I-,- 1 i W 1➢B ,021 30, LS 0 30' W. POPE tl •�rn. -��' �l & 61m'i'ABCHRE IINC. f ftt' ST. THERESE EXISTING CARE a •''i •^ J CENTER kd r Z NEW HOPE, MN I w Fri � eBoeos® Bum � - uprle Bsm�olr � � lU : ^ - m am.. Ul mal vBBaeoo nBfneB SIGNED REVIEW raN I !wit LL SET El Ext LL- ..,.,.,N ...� .. �7PIf / rT..wr. LMLITY PLAN C3.2 N _ li _ 1 e . m• ao• o ao• w• ---++_ { , 1=ARCHITE S.INC. SCALE T -ao• °""...a.,wH„'""°° ST.THERESE EXISTING CARE CENTER NEW HOPE, MN Off:= - w lar i w I' W A.a,� a t t I - ,LL W 5 S 1 �1 •, , r,} I I I U ` Z O OwLK - _ 4b ... 4J - f• ills %AH �, z 0 w 0 z w 0� w LL w 0 z 0 C) z 0 0 Of 0 LL 0 z L PAMC &W-22amrutmL DOVE RNCHRE[T5, INC ST. THERESE EXISTING CARE CENTER NEW HOPE, MN @KBM� TLC SIGNED REVIEW SET OMMA=�AND GEDgEnm PL" C4.0 ri II� ---- w ST.THERESE EXISTING CARE I i i� ryJ CENTER f i Z NEW HOPE, MN a f w n mi LL 71 � �• � - � � m"" '° O SIGNED REVIEW ----- � � •L' � i ,..,..,ice, LL SET _ - •'P'..—z.�--, .. � ow,.,, .mom,.. � ; 7 i p .r• S� � l IV i O l•.YMwrM1.w.Mti r."'re 1 7 y�m3si.q)C WMANDOMPW MY 6. alai c;a i - Fl t. •.�. I ao' s.. ST.THERESE • EXISTING CARE m ❑ �' ..� ,•� •' J CENTER -- Z NEW _ '-Y LU - 1z J -4 1 F pp .•w, ma m ecua Va, �• o �•�•� � �.r.. 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Lack Time 7"T Ui sl—i, R.gle 422 LL Ll Ui w6wK pgoflLE LL 0 c FMTRUCKTURMNS C4A N � - ---- b— b -mil - ,Hove ABcelr Cfs, INc Sew E k t A EXISTING CARE l [ I CENTER -u-- Ll NEW HOPE, MN ii 500 �� z ,; Y W Tractor WitlIM1 : B.00 Lock to Lock imv - 6 0 Trailer Wtllh :8.50 Steering Angle :284 W 1 1 I i iralnrTrackk :B50 Arlicutoling Angle :)00 U— w J J i ;J'p f O SIGNED REVIEW s _ LL SET 3650 z Pik.1 1 6 }RLIu TumNG 1lO NF-NT O U Garbage BKBM L Width 9-)5 U) N I Lock to Lock Time : 11., z M Steering Angle :310 LL u.n ambulance F-1 F650 WidIM1 B I) Iw �•� "� -� - hock No r� •V' ,� '�. Lock la Lock Tame 6.0 Sleeri.g Angle 43.2 AND PAOFRES TOP Soy Im' IN. SCALE 1. - M. 1 2 1 pkt 119 OEUOLIDON.AHo Fn.451AUQ141L ARY=EWER.PIREPRGR IGN.AN*WaRR�R IE=wIURFIN=rALIFGTIIHE,XIIIFGNNR1x AaN WANG.,NE=ESER I W,LLFEEGIUNwFN RIRRGaxxlNGWSNPNASE'NANG IDEE'AND PARKING PA" . Pa. 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T1�_M=111"D1R1`N'DSOAPE WORK IS AIIIIPA 11 TO BE INSIIIII AFTER ALL OIL ITS WORK ON All PNALSF I ­PFTE TE11OXA1YFRI11Il DDIENOL IURlGODWSTNUI7ION SNALL BE PER III ILANI TANAI LANL­E MA FEAMISSIALL OILIBE RISTALLED AFTER IRIGANIN I i J z O LU U z W W LL LI O z O U H U) z O U O LL F_ O z POPE ARCHRECTS, INC. ST.THERESE EXISTING CARE CENTER NEW HOPE, MN SIGNED SET rrMN�V,a� nlPn �rYrYN r. Pwe1 PHASING PLAN C4.6 re�a N rc I)r � ow Rai J z 0 z w w w LL w O z O D U) z O U cif w H O z POPE ARCH-%INC ST.THERESE EXISTING CARE CENTER NEW HOPE, MN SIGNE SET (3.Stantec -vm CM(TPOW-eO,MN to PVC WQRATrD FFE IRENCh (3 Stante, CITY or NEW HOPE, MN 71.1 N, =M== MY Of NEW FODL MN i r CITY OF NEW HOPE, MN 614M wmmE CITY OF NEW HOPE MN 1. 96-Mr CITY OF NEW -PE, MN snr CITY OF NEW HOPE, MN OF •HOPE, - t =7-. MKIFM MMMOLE S_ —T-1-11— -= CITY OF NEW HOPE, MN IT ,-IT fir I,— - LLLL;�.-- Q9 WME z 0 LU U z LLI ly— uj LL LLJ 0 LL I z 0 F- 0 D U) z 0 C) Of 0 LL 0 z ST. THERESE EXISTING CARE CENTER NEW HOPE, MN qwD II SIGNED REVIEW SET CI'Vi-L U—L—TA" C510 w91".W tid'GL' � [ 9 l BIIA.dM6 4ENINQER f1WIN ME - � Qtt OF NEW HOPE, MN a WMCKU IW Vu.[fF,Pnnk F4n[p,�l. ® MY OF NEW HOPE, MN + • ( - _A CRY Of NEW HOPE, MN F s �Qx (3 SUntec QTV OF NEW HOPE, MN W ,i ®Stnlrtec warya w,bWsrstaur. } C]fY{y HEW 11fFl; Wf war[ J Z 0 w U Z w w W LL W 0 I Z O H H U) Z O U O LL O Z ST.THERESE EXISTING CARE CENTER NEW HOPE, MN SIGNED REVIEW SET i w.l v/FNMIn..M.�n z..� moewne •DE7GVl MS Nola JftL E-:j I , w xo L PARKING FIRE LAZE L b!1 r n-a F S FUWKMPS PMPMN} iN6N9 il• � r. ur..uiw r�rm m" w! (3su ec aae,wo amen �.. CITY OF NEW HOPE, MN sm u f ! 1 QUEp * MMF1 GUMS _ D ppplFl ecf.{ww iwm S1anlee ml"��x � OFw M[1PE MN ••• ! 2 1 COhY4ETE GRM AIMMI ®SUf1IBC vnnwwuq coxwcnumi4a ""' CITY OF NEW FIOPE, MN m m f_S 1 N M SW*ALlf MAN J z 0 w CU z mow/� I.J// _ W LL NW 0 I z 0 U ILLL VJ z 0 U 10 I..L F- 0 z I A-pp1 m ST.THERESE EXISTING CARE CENTER NEW HOPE, MN SIGNED REVIEW SET �rrr,a�w wN+�• erw�a nn.dl.r �ry d1Y�.+ti Iry>ylfp)� CIVE�� C5.2 POPE WWI- .:_ , �V � I i rt�ViDl-S•e�f•II=:^^_3 is di�00mlaa�ams �@�� om�ai�oo�lm� ��i�a-ar�mmm�i om®om� wra��a�irra,aiiimmmwr� r���lm�m� � o���r,.�»dle<camms� ��Irm•0oom� ���rrlmteao Qo�Iw�A»tsris�� �I�era>m�ra000 w��ood��sar�f� I.I.;ird��Ns®m®m ��0l�71®IiFam� .. un --T-7 v ZA- W.Mg IMPAIK70 WATERS MA NEW HOPE. NlNNESI- SEW, QSx"== vit MUM Uw- Dr. 4mx-;T=r_ VICINITY MAP NEW HOPE, 1411411- z 0 w C) z w 0� w LL w 0 LL I z 0 U) z 0 0 w 0 LL 0 z PDPE ARCHITECTS, INC ST. 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P��' sn rue.mmmwa>aev srnn=howN� s h.v�rleu. s.ry nary sR.u.�r�ua :cr me zu eae >v n stO CM[ rlOtYrdLttlMf W%�kdMlq cmn .+ t�.�nr.r uoan emmma..m.ry » •a ry ve w.rw�r..r aror soA. ¢r.. arK w w a 6.wArn•• W w.emrowop�m » sa w Qa Fw.+.•• o..�e.+ ��m.w .ea ru w O v ��r.rrr aw •ue,.+R a.. a•a ry n (] ¢ zwrwMr. Or�� u•d.bowc�.. sya vw rvce +���r9.rl.rv..— �Ynw++.rti.,._ +M Ar .. •ter.. rr�.rrrn Q n nnrwnw wow wu..�n.a >µ ra n p..r,.r.L.•d.rr aa.aa•,A,.m ,� ., w�� •a rr r.. •r •...y�Arwrsr..••r OVERVIEWLANOSCAPE PLAN ewie• r•.me MOfr. ST.THERESE EXISTING CARE CENTER NEW HOPE, MN BKBA4 CALYX aunr�» PR�L1N4111A�Y OVERVIEW LANDSCAPE PLAN L0.0 Landscape Symbols: p NEW HOPE WIAGE GOLF COURSE p STTHEFESE MISTING BU WING I &X�ILTING TREE PROTECTION DETAIL PPDPDSEDRDDapN tp J E hW hR,aK-m II it T! --W6 L j � li TREE PRESERVATION PLAN e . 1. b=w — A j- PDPE ARCHITECTS, INC ST. THERESE EXISTING CARE CENTER NEW HOPE, MN B LA6t .LX w IL TWE PREMIRVATIM PM LO. 1 General Notes: 91. eeFYPeN ee �•4M0r[wh.ekl. K9c-.rri M. See CIe1 Enp neele IIrY� kle MIe11�e Y+�+ 9F ertl Y[es�eelwpAe we ew, eFelpe weq ewm.K+ p. pYs xeY+I n e W?ee�w � YweYMwe YI Vi Eel ueY YeM eOflplW�M Derinp eM dMr qle Im4m„enanb aw�lYwbneenel[pIP� Rfl�ttie�CovndvNpeY'eeppp»veWnPeer, rvCryalYYa-e rtlnwly Yw}.iYw. ..nr new.�n�k• pe,w nvrrrq.aw.w exp/aY�.e� >ke.n Ok YeFYenmonre,epeFp awev.ew.rrW Y•ry l.andsca�e "hplg: Irrigation Note: © ntlnpeuM MSeEep ryMem h reeuYetl ®pen N IM PeFm N M Ilw Tel.il[/Ilief. mtl eik Yntleope 9e9 welMbietl pm lbn eeA recNav brpelb, ll,e MpelYn rypbm Ywl lirlutle en eln,npMrk nY, eenw px SYY PSmhYq Loge, eee epetllbtlob �- j [w/yNX teMwel lek Y�Y � �r�ti S O 'e'x a ITECrS, INS Ix•,1 e.a eamms ST.THERESE EXISTING CARE CENTER NEW HOPE, MN 0 99'S ►A w sk M L� WASLAPE PI.IVH AWA A Ll .0 General Notes: -rmrr�s..muen.are�a.e.�..Psn..r. Lw4wape8ymbek: IrrinallonNote: pt srutew�✓.rwb�a.e bw+ww.w.w Rwwd w.e..l,.medwwb*r+M..Ti��. w.w l,rsee n. ewr ne. Qeh wpm mgear erelem b,wrm®a•ndll,ba�und erd.n n P.EeO.,emlMlwlee Ve. den.l�r,emM F,lgdbn a rro-..ewrox. sem.q.wr......w.w ..:; m�eme.nmm wrl.we..e.lmmnm�c,.m..em.wtsbm w..ebs e r.rax; ev... m�we�.w,•.swm�w r..nw.�.+. � re.rb... s..n r. sa. ��b� pe bmYbn tltmM1eclmb rrydrttlbmwJbMwlM be Pwr, � cM P. Pm wwtbu,e,gnldwey. aebb ��l ly�ry�1..1..r. pamlb® eaeaeeH brwM mcM wmmH vwwH. •� 01: bIpMMa,Wm wn0ecm, b,epuYMbmwtlbem blPoPon tlmee mebrme x}n Oerin9 eN eeNnwt mnberbra Pbewem Ee pwlEeE M tlw Y,IpeIbMVMemm wneem.. eyednmlbm,epvebp mebmnenm em wu,.nryd ewtM uwbbm bn�epe mebNR W >-1 J =j al�wr L u_ u l i I�, I rf PLAN AF6A scree. r . �•-o• Poa.H TPCHITECR,INC- ST.THERESE EXISTING CARE CENTER NEW HOPE, MN CALYX__ .. MNb� M ?V'Sl.ti►ALSIAR`{ LAM)SCAMPtAN �ARRFA V L.L.0 General Notes: a.Esoror oemb. Nwm..ee se,.e�, Landscape Symbols: Irrigation Note Oi. See Chll E�Nheele gem fw Ge plan leyoul ene ehmneMx An uMerymu.tl nrq�tlon ryebm 6 myWeU es pen M Inb pobw N M nM eepwnlbMzmpe areas M1vm damage NMep mneWwbn zW eM bNempe tlmeeelMblee per pbnenetlwmMe Nrlgelb, Tlw mwerope Mershp on eAenes dsMmeq New run Sm Per Spey hgelbnryelem enatllwlWe en elnxnpMrk nh wnew per slab pXm,ehp mn b—g fth—rynoulweNz, unlneapeMJ Code eeezwellmtlom pinew,w See epedfmlb,s New NPINe Seee Pc Spec OS Enwn are 6 been ml to eemege pmirg eM piner eXe Impmnmenb euN+9leMuape hele4mn _ Dn The laneCminclwhleeulr. b mweI''L Mwe Oenv:r, a —ho Trcc%Semeh m cMpnwroemwmeln ne npmal,wy Demo 1 ° pmmlw es nemzzery rorwon pn rnywwunry peperry. oT: Inlpmwvinmempe mno-eww b rewsee to mwmnele Impetlon nteee won pMrq end eerlmmY mnnecron. Slewee b ee pwleae qbe hgnlbMenezmpe mnpoemr. pe: m'i -�Wnmm �..I.� en mxmemem.ee w.,,.My a p.oN H / Ob5 l 1. s rOVyA Obt i 20 m i Lit C. z LLJ L1C W LL w 0 LL m � i— U) �ff�� z�-y 0 if POPE 16TXCNITECTS, INC ST.THERESE EXISTING CARE CENTER NEW HOPE, MN CALYX I" PR��-�M�tdAR� tlm�er naF,leuc gip.. r LANDSC"PLAN AREA'C L3.0 aeswor aad�••�o�'� �ww,�.•a���a m r�rn.�.nr....I.e•my,a�.�r «e.au. tr,fl rl-^�����s2i :�--���It� Irrr_v r_.fir _ �mr�rsrl Illllwul:i I�/::.'i-7".'.-71�1s-I1�TT t�ii-!A�Ts�iTllw'I� �RIIIIIII�[1 NATIVE SEED REQUIRED MAINTENANCE-3 YRS: IMlaw fa en eulll-el regplml mnmsnw See_oUlomrs WWI. xtle 'tntv'Zft N," Gnu end Forb Mixtures (mWurss beginning with the number 3) Yxr1 E.hbIWhmenl (staring seeding): 1) Prepe—he-Lela ApM-Mey 2) Seed-Mayl-Juml Met Wo-- 11 Maw (fe )ochre) -every 30 days efler plemnB untl Sopmmber 3g. 2) Weetl Conlyd-mowlag ehoule help canlW annual waede. Spin epey wlatlea, Mc Eetsblmhmenl (fall eeedmB): 1) Prepare site -Lam August -early Seplember rlezeuV Melnbnen- (followlrq eas 1) M-("In—)-amain May. Jux, am July j-- 2) Wem Conlld-coowb ,a ldkxpannaelwemadwm.Sbdspmy J weHea, eta 1) Coverorep growtlnB whMn 2weeke of pmmmg (esoepl aarmem t 1 pomil) J zl semmoge apeeea 1E comae aped In drill rows. 3) N.Imes seedling, may only be <E kachx ball `- s) If1— le a flush of growth Imm fommh el , copse as nacaesery Year2 L Mdnfansnse: 1) Mow (68 Imhx) one It— between Jum 1 -August 15 befse weeds eel arm. UJ 2) Y Ldestl-,eq p waif kew amrlwxW eewL ffw afxM ewer.. w 01� 31 Sehr alessn" nsl equlre math mamlenance me second!We, Eveluallan: 1) Cover crop will be gone unless wlnler whsel ma used me fall planting 2) Grasea,bemmg dumps 1 E mdree mad In drill rewe, but still ahorL U, 3) Some fiowero shouldbe blowing (bletll�ym Susan, begamgl, oft,)I <) It lbere m a flush of growth from fodtll roc, max aim I Ynr 3 M.1 n.nse: 1) Moxony. Hn-meaty. 2) Wood Conlyd- Spot a pray thistles, ok 3) Shea u,uaM do not require much melntenanco tlu win yAom - : lgu-dPfabbrmnntl ELvo1ae)n) rg ahsultl eagm Ipokkal Aka a PreMe -lal &rearms e Mn.n.: I1 W-d- SpwIhek 2Burning (zyen, oWw') shernale springam fen Hpa,Ww6 , ]) Matft(M yearreon)Wte..mor vary fall. Memem well,umbg substitute (rmyeitutefor bemmg), Bunting wIn ,row wM really -dean up" rmghbokhg aitm NATIVE SEEQ16LG [NSTALLATION MEjQp, , U 12mp Ireedmti Benda TEO=ee (Ns k Ise tirramar mrtca hr meabg on is nro sly-wonnytlefwpwwmcsee ANY rV° ad dlr prepeeageel: Ina see klcak ter lavewsE bffanaas�g pa{ /b.na..en,lrad -_ ]Irclwe b) FerMllm: Usa a ledher eneysle based on a mfl IeM or a general remmmematlon H e 1F1F1h(wit] eemekererA rwcd -*,u Y 20 A✓egn c) Seed Inemllstlen: Sam aMoM be Instalm wfh, drop seeder Out wM ecsurmely mmm Ilse epee of seed to be planted. keep all made u,If—IV inked d,rkV the .morn, and comers tlrw seed robes for read plewmenl (&IAbn-1YPe) The drop remind ahmAd ba equipped with a cmtlpackm men mby Io ensuresere-lq-ad conla0. d) Seeding Remy: Reim ere madtletl In the mblure mbuletlon for the specified ink e) fs,king: If the dreg seeder le not equipped with a aNpeelun'tlwshe should!be .Rlpacked folmo,; the axdlrg Io enure mad-losol corned - g Makin: Covered) who a hydromukh commtlng of nelum wore Hoer or paper lkm,welm, — MNwm as I W In pal — SEEDING NOTE: Requlrsmem nof the mad Inalefler Including the following: • oval of weeds ahead of seeding • fine gmding ahead of seeMng • IAng ahead of seeding • temporary lmgelron misting agar seeding 3 years or melnlenance under base bid �- a A.C.rrRClf, u ST.THERESE EXISTING CARE CENTER NEW HOPE, MN B„� CALYX Hnr.fee „awnq ae� LANDSCAPE DETAILS, NOTES,&SCHEDULES L4.0 Lsnds pe Notes & ReeukemeniT. t.4r......�.��.�...�....��....��..�.........w�w.+...a.+�...�........ti..�.+.x.r-........ww..........w�.wr.......... . x..d..x...�...�..�-.......... .« ..ww w��T......r..�....�....w.r+.....ati.ww.....x..w..rr..r.....wlr.�.r --'��u.wan�en..am.e Mua..ar.e.+s.ra m.rm.Nee.n.®uwnn..wr+r d.. m.m. wmvrPwxne.�dx.eaweov.�wsew ..^ �,wwrd��.d...��.�wl�l.r.r.�[�•wrr.rw�.rxw nrr.x r.Frwwrr.nw wV ...n� r iw.rt wwr• �MMa�ue uz�i,..�41M+o�.aTis a.rid.widp�.��.a��c.�i.e��xse�.xo�aww." Mt.�v.�mYo."iawi.dr rs�i.s'�.r�.�.�i�nmm�.am.�..r Q4krMh DEAIL x�••p� : a ..I.I.�r...� f1NEw 500 TO ExW NG SOD DETAIL 11TREE TRUNK DEER d RODENT PROTECTION LANDSCAPE DETAILS, NOTES. 8 SCHEDULE i' �• 'v 4.. h4 1. m !+. •�A n . ll. tll.�u �:rearx.� r� ui U 7— W ll—, lij LL_ Ll i Q a �xPE Re[HITECfSINC I.nwzazw is .Msi xnit'm ST.THERESE EXISTING CARE CENTER NEW HOPE, MN BBJyf� _.r. CALYX 0 LANDSCAPE DETAILS, NOTES,&SCHEDULES L5.0 M- IW_\I[� OEM• .�S 'r MUM Uffm "IRM M.s� �..si��-� lilt �tl�r � �:.ChL•a7.��401• ME m i� ���'•v of _ .�-`cy�'44.- _ 0 tANDVAPE DETAILS. NOTE& d SCNED{RES ST.THERESE EXISTING CARE CENTER NEW HOPE. MN CALYX LLJ dr r�+wrac N. UMTSCr M EIETARA HOTM & SCKEMM L6. U '05 'o.a '11 'IA ?ay bz a] b.r b.e 11A. ba 2a b.e b.e bs bs 'a 3 oA 1.r 'u i,a 1 1J } i 'Y }.r 't I '1 i 18 a, b.4 a12 'aa 'b.j 't] 2x 'z•a 21• 2A i7 2] 45 }l 'x5 't.e b.a1 'o5 LS 'ai _ '2A bA� 1l 2,1 2.6 2.4 - - 2.a- 2S -2.3 2,s 2.1 `'1.] Cf bS i1'� LU %41; Il lii '11 20 2.1 z,o '1.a '1A '1.a '1-0 2.1 3.1 - '1-e b• sut •. Oa +_ '1J '1e '1.] '18 iA "A }s i.] '1A 1 b.6 b5 qa 1_ i.. 15 '1,{- 11 .] +.• 'f,4 }s - }s '+.o 'a.. ^'ta .. Oa '$1 - '$A '$4 i.5 IA 'IA )A '1A- '1A •1J 1.3 rq a.. p KM%'A`E WALL 'a a _ n 't] tiA }.] 'IA 'I•a b.e of 'qc '14 )A 2.1 iA.-5.a: t1 Sr ---}P 2.1 2.t 5a '1.0 b.e ha CF7 b4 'a e 21 2.e Is.! o• oe is 2a 2e _ 'zv Tli S.a •'kA O• a• 'I.5 25 2a 2] b4 i.6 25 2e 2.4 24 2.5 24 2.5 2] b.e bjA 'z.e } bA a. 1 2.9 2.e 2a itp' bs I ba b/ :1lJb.? 'U-11A 2a 'rA 'IJ U}i �1.! 23 22 i15 [pl I.t'-i•F iJ '1.]�IA1 ._ 57 't.e '1.7 'IA, 1A' b.5 •a` fa 68 '02 bS b7 _bA _ iA.' gA ] 5 I SHOEBOX LIGHTING I bsl }n i.] a 3a a cm• Ta] t 1 Lighting Reflectance of 8015020 used unless noted otherMse 2 Interior talc points shown at 30" A F F unless noted otherwise 3. Exterior talc points shaven at grade unless noted olherWse 4 Emergency egress talc points shaven at 0" A.F.F. 5- Photometric drawings are for Design purposes only, not for Construction documents �ir�f�o�-ttttttt�lti2r+:.. rr-aar:a�l .� :-�.� •r. �. ��k'�".S:�T.t„-rrrtr _Iilr.->� " [„a•� rc'�Fk:,•� �� �y��,:•:ra'.sr.>s ltttt.� 4 W, Ito k 1. %A o ou i� _J �''���5•___ `} ' "� I11,7) N D � 1. Y :s x, ra, e, }. e. •e.l n tC" . r `� .�di •• _ ��+ - ..1 1 I �. k t. jy 02 ►. ar ry � � j /' � * r �=����: � � �.I'., .� � yl 1, 13 BM TNI t— k BOLLARD LIGHTING 1 Lighting Reflectance ofSO15MO used unless noted otherwise 2 Interior talc points show al. 3(Y'A F F unless noted otherwise 3. Exterior talc points shown at grade unless noted othervase 4. Emergency egress calc points show at Y'A.F.F. 5_ Photometric drawings am for Design purposes only, not for Construction document !M-44 W4, Submitted I �� St T ewese 1 LIGHTING St Therese Senior Living ALLIANCE (D N VIPER Area/Site VIPER LUMINAIRE FEATURES Catalog Number: Type: VP-2-32OL-145-3K7-3 AA3-2 Notes: DATE: LOCATION: TYPE: PROJECT: CATALOG #: Low profile LED area/site luminaire with a variety of IES distributions for lighting applications such as auto dealership, retail, commercial, and campus parking lots Featuring two different optical technologies, Strike and Micro Strike Optics, which provide the best distribution patterns for retrofit or new construction Rated for high vibration applications including bridges and overpasses. All sizes are rated for 1.5G Control options including photo control, occupancy sensing, NX Distributed Intelligence'", wiSCAPE and 7-Pin with networked controls New customizable lumen output feature allows for the wattage and lumen output to be customized in the factory to meet whatever specification requirements may entail Field interchangeable mounting provides additional flexibility after the fixture has shipped @us IP65 SP�fi®eo�s CONTROL TECHNOLOGY M( wlrEuG€n+�A WISCAPE- SPECIFICATIONS CONSTRUCTION Die-cast housing with hidden vertical heat fins are optimal for heat dissipation while keeping a clean smooth outer surface Corrosion resistant, die-cast aluminum housing with 1000 hour powder coat paint finish External hardware is corrosion resistant OPTICS Micro Strike Optics (160. 320, 480. or 720 LED counts) maximize uniformity in appllcauons and come standard with mitl• power LEDs which evenly illunmate the entire luminous surface area to provide a low glare appearance, Catalog logic found on page 2 Strike Optics (36, 72,108, or 162 LED counts) provide best in class distributions and maximum pole spacing in new applications with high powered LEDs. Strike optics are held in place with a polycarbonate bezel to mimic the appearance of the Micro Strike Optics so both solutions can be combined on the same application. Catalog logic found on page 3 Both optics maximize target zone illumination with minimal losses at the house -side, reducing light trespass issues. Additional backlight control shields and house side shields can be added for furlher reduction of illumination behind the pole One-piece silicone gasket ensures a weatherproof seal Zero up -light at 0 degrees of tilt Field rotatable optics INSTALLATION Mounting patterns for each arm can be found on page 11 Optional universal mounting block for ease of installation during retrofit applications. Available as an option (ASOU) or accessory for square and round poles. All mounting hardware included M I C R-41STI:z I KE STRIKE INSTALLATION (CONTINUED) Knuckle arm fitter option available for 2-3/8" OD tenon For products with EPA less than 1 mounted to a pole greater that 201t, a vibration damper is recommended ELECTRICAL Universal 120-277 VAC or 347-480 VAC input voltage, 50/60 Hz Ambient operating temperature -40-C to 40-C • Drivers have greater than 90% power factor and less than 20%THD LED drivers have output power over -voltage, over -current protection and short circuit protection with auto recovery Field replaceable surge protection device provides 2pkA protection meeting ANSI/ IEEE C62.41.2.Categofy C High Bnd Surge Location Category C3; Automatically takes fixture off-line for protection when device is compromised CONTROLS Photo control, Occupancy sensor prooggrrammable controls, and ZIgbee wireless controls available for compi W. onlofrand dimming control Please consult brand or sales representative when combining control and electrical options as some combinations may not operate as anticipated.depending on your application 7•plrl ANSI C136.41-2013 photocontr6 receptacle Option avaltable for twist lock photocontrols or wireless control modules (control accessories sold separately) 0.10V Dimming Drivers are standard and dimming leads are extended cut of the luminaire unless Control options re connection to the dimming leadequirs it specify If wlfing leads are to be greater than the 6" standard CONTROLS (CONTINUED) NX Distributed Intelligence" available with in fixture wireless control module, features dimming and occupancy sensor wiSCAPE® available with in fixture wireless control module, features dimming and occupancy sensor. Also available in 7-pin configuration CERTIFICATIONS Meets the qualifications for DLC Premium Listed to UL1598 and CSA C22.2#250.0- 24 for wet locations and 40"C ambient temperatures 1.5 G rated for ANSI C136,31 high vibration applications Fixture is IP65 rated Meets IDA recommendations using 3K CCT configuration at 0 degrees of tilt This prciduct Qualtries as a'designated Caunmry construcVon material' per KQ 52.225.•11 Buy American•Constructiori Materials unde- Trade Agreements e•,eciNe 0412MO20. See Buy American $gligtgns, WARRANTY 5 year warranty gee H ! mmergral and industrial Outdoal i hu rr r addilriformation KEY DATA Lumen Range 5,000-80,000 Wattage Range 36-600 Efficacy Range (LPW) 92-155 Weight lbs. (kg) 13.7-30.9 (6.2-13.9) iPage 1/13 Rev. 01/12/22 © 2022 Beacon Products, a division of Hubbell Lighting, Inc Specifications subject to change without notice I,a� . • HUBBELL aEA-VIPER-S-SPEC 701 Millennium Boulevard • Greenville, SC 29607 / Tel 864 6781000 / Website www.beacanprodum con, Lighting JTH nthLIGHTING ALLIANCE • Job Name: St Therese Senior Living VIPER Area/Site VIPER LUMINAIRE MICROSTRIKE OPTICS — ORDERING GUIDE CATA�LOG—# VI P 1 S961 160L-35 ° 160L-50 c 160L-75 160L-100 160L-115 160L-135 5500 lumens 7500 lumens 10000 lumens 12500lumens 15000 lumens 18000 lumens 210001umens Catalog Number: Type: VP-2-32OL-145-3K7-3 AA3-2 Notes: JTH22-41895 DATE: LOCATION: TYPE: 1 PROJECT: CATALOG #: 320L-185 27000 lumens 320L-210 30000 lumens 320L-235 33000lumens 320L-255 36000 lumens 40000 Nnrens 3 Size 3 480L-285 40000 lumens 480L-320 440001umens 480L-340 A8000 lumens 480L-390 52000lumens 480L-425 550001—ris 480L-470 _6000_O lumens_ — 4 Size 720L-435_ 60000 lumens 720L-475 65000 lumens 720L-515 70000 lumens 720L-565' 75000lumens 720L-600' 80000 lumens CLO Custom Lumen Output' A Arm mount for square pole/flat surface A_ Arm mount for round pole' ASOU Universal arm mount for square pole A_U Universal arm mount for round pole' AAU Adjustable arm for pole mounting (universal drill pattern) AA-U Adjustable arm mount for round pole 2 ADU Decorative upswept Arm (universal drill pattern) AD_U Decorative upswept arm mount for round pole 2 MAF Mast arm fitter for 2-3/8" OD horizontal arm K Knuckle T Trunnion WB Wall Bracket, horizontal tenon with MAF WM Wall mount bracket with decorative upswept arm WA Wall mount bracket with adjustable arm BLT Black Matte Textured BLS Black Gloss Smooth DBT Dark Bronze Matte Textured DBS Dark Bronze Gloss Smooth GTT Graphite Matte Textured LGS Light Grey Gloss Smooth UST Light Grey Gloss Textured PSS Platinum Silver Smooth WHT White Matte Textured WHS While Gloss Smooth VGT Verde Green Textured CC Custom Color F Fusing 2PF Dual Power Feed 2DR Dual Driver TE Topless Entry BC Backlight Control TB Terminal Block Example: VP-2-32OL-145-3K7-2—R—UNV—A3—BLT AP AP -Amber Phosphor Converted 27K8 2700K, ROCRi 3K7 3000K, 70 CRi 3K8 3000K, 80 CRI 351<8 3500K, 80 CRI 3K9 3000K, 90 CRI 4K7 4000K, 70 CRI 4K8 4000K, 80 CRI 4K9 4000K, 90 CRI 50 5000K, 70 CRI 5K8 5000K, 80 CRI 4F Type 4 *VtW19tt 4W Type Wide 5OM Type 5 Square Mredon! SOW Type 5 Square Wide L Optic UNV 120- rotation left 277V R Optic I120 120V rotation 208 208V right 240 240V 277 277V 347 347V 480 480V NXSPW-14F NX Wireless, FIR Occupancy Sensor, Dimming Daylight Harvesting, 14' -4 NXSPW-40F NX Wireless, PIR Occupancy Sensor, Dimming Daylight Harvesting, 40' "0 NXSP-14F NX, PIR Occupancy Sensor, Dimming Daylight Harvesting, 14'3,' NXSP-40F NX, PIR Occupancy Sensor, Dimming Daylight Harvesting, 40'3•° NXWE NX Wireless Enabled (module +radio)3•° WIR wiSCAPE®In-Fixture Module'•° WIRSC wiSCAPE® Module and OccaDar" Sensor'•° STS-14F Bluetooth® Programmable, PIR Occupancy/Daylight Sensor° BTS-40F Bluetooth® Programmable, PIR Occupancy/Daylight Sensor° STSO-12F Bluetooth® Programmable, PIR Occupancy/Daylight Sensor, upto 12' mounting height ° 7PR 7-Pin Receptacle ° 7PR-SC 7-Pin Receptaclewith shorting cap° 3PR 3-Pin twist lock' 3PR-SC 3-Pin receptacle with shorting cap" 3PR-TL 3-Pin FOR with photocontrol4 7ADD AutoDim Timer Based Dimming' ADT AutoDimTrM0IE*D0nfq' PC Button Photocontrol'•' 1- Items with a grey background can be done as a custom order. Contact brand representative for more 5 - Not available with Dual Driver option mkwff dm 6 - Some voltage restrictions may apply when combined With controls 2 - Replace "_" with "2' for 2.5"-3 4" OD pole,''" for 3 5"-4.13" OD pole, W for 4.18"-5 25" OD pole,'S" 7 - Not available with 480V for 5,5"-65' OD pole 3 - Networked Controls cannot be combined with other control options 4 - Not available with 2PF option Page 2/13 Rev. 01/12/22 © 2022 Beacon Products, a division of Hubbell Lighting, Inc Specifications subject to change without notice f,6 me , " HUBBELL BEA-VIPER-S-SPEC 701 Millennium Boulevard - Greenville, SC 29607 / Tel 864678.1000 / Website vwaw.beaconproduclsmm Lighting Submitted by JTH Lighting Alliance Catalog Number: VP-2-320L-145-3K7-3 Type: AA3-2 LGHTING AI Job Name: St Therese Senior Living ALLIANCE Notes: JTH22-41895 1 DATE: LOCATION: PROJECT: TYPE: VIPER Area/Site CATALOG#: VIPER LUMINAIRE ELECTRICAL DATA: MICRO STRIKE mo , - HUBBELL BEA-VIPER-S-SPEC 701 Millennium Boulevard • Greenville, SC 29607 / Tel 8646781000 / Website www.beaconpradum com Lighting # OF LEDS 160 NOMINAL WATTAGE 35 50 75 100 115 135 160 SYSTEM POWER 34.9 50.5 72.1 972 1119 132.2 157.8 INPUT VOLTAGE (V) CURRENT (Amps) 120 0.29 0.42 Q63 .83 Q96 1,13 1.33 208 0.17 0.24 Q36 0.48 Q55 0.65 0.77 240 0.15 0.21 0.31 Q42 0.48 0.56 0.67 277 0.13 0.18 0.27 0.36 0.42 0.49 0.58 347 OJO 0.14 0.22 Q29 0.33 Q39 0,46 480 0.07 0.10 Q16 0.21 0.24 0.28 Q33 # OF LEDS 320 NOMINAL WATTAGE 145 170 185 210 235 255 315 SYSTEM POWER 150 166.8 185.7 216.2 240.9 261.5 312 INPUT VOLTAGE M CURRENT (Amps) 120 1.21 1,42 154 175 1.96 2,13 7.63 208 0.70 Q 82 0.89 1.01 L13 1.23 1.51 240 Q60 0.71 0.77 0.88 0.98 1.06 1,31 277 0,52 0.61 0.67 0.76 0.85 0,92 1.14 347 0,42 0.49 0.53 0.61 Q68 093 R91 480 0.30 0.35 0.39 Q44 Q49 0,53 0.66 # OF LEDS 480 NOMINAL WATTAGE 285 320 340 390 425 470 SYSTEM POWER 286.2 316.7 338.4 392.2 423.2 468 INPUT VOLTAGE (V) CURRENT (Amps) 120 2.38 2.67 2.83 3.25 3.54 3.92 208 1,37 1.54 163 1.88 2.04 2.26 240 1,19 1, 33 1.42 1.63 1.77 19 6 277 1.03 1.16 123 141 153 1,70 347 0.82 0.92 0.98 1.12 L22 1,35 480 0.59 0.67 Q71 0.81 Q89 0.98 # OF LEDS 720 NOMINAL WATTAGE 435 475 515 565 600 SYSTEM POWER 11M 429.3 475 519.1 565.2 599.9 INPUT VOLTAGE (V) CURRENT (Amps) 120 3.63 3.96 4.29 491 5.00 208 2.09 2.28 248 2.72 2.88 240 1.81 1.98 2.15 2.35 2.50 277 1,57 1.71 1.86 2.04 217 347 L2S L37 1.48 1.63 1.73 480 0.91 0.99 1.07 1.18 1.25 Submitted by JTH Li htina Alliance +��Job Name: LIGHTING St Therese SeniorLlving ALLIANCE w VY VIPER Area/Site VIPER LUMINAIRE Catalog Number: Type: VP-2-320L-145-3K7-3 AA3-2 Notes: JTH2241895 DATE: LOCATION: _ TYPE: PROJECT: CATALOG #: MICRO STRIKE PHOTOMETRY The following diagrams represent the general distribution options offered for this product For detailed information on specific product configurations, see - Type 2 Type 4F Type 3 Type 50M Type 4 Wide Type 50W Page 8H3 Rev. 07/72/22 ©2022 ee4cm Protluelx a division of Hubbell Lighvng, Inc Specifications subject to change without notice. HUBBELL BEA-VIPER-S-SPEC 701 Millennium BGulevmtl • Greenville, SC 29607 / Tel 864.678 1000 / Website wwwbeaconproducts.com Lighting Suhmitled by JTH Lighting Alliance Catalog Number: e: Jab Name: L-145-3K7-3 VP-2-32O thLIGHTING St ThereseSeniorl-lving AA3-2 ALLIANCE Notes: ITH22-41895 61)1 N VIPER Area/Site VIPER LUMINAIRE SIZE 1 21.76 1 t' aaB SIZE 3 — zs0 _ DATE: LOCATION: k TYPE: PROJECT: CATALOG k: SIZE 2 2688 f 348 SIZE 4 3447 I EPA VP1 (Size 1) VP2 (Size 2) VP3 (Size 3) VP4 (Size 4) Conppiig. Single Fixture 0454 0.555 0.655 0.698 4 Two at 180 0 908 1.110 1.310 1.396 Weight Ibs k.F, I VP1(Size 1) 13.7 6.2 VP2 (Size 2) 16.0 7.26 VP3 (Size 3) 25.9 11.7 VP4 (Size 4) 30.8 13.9 Two at 90 0 583 0.711 0 857 0.948 Three at 90 1037 1.266 1.512 1.646 Three at 120 0.943 L155 1392 1.680 d Four at 90 1.166 1.422 1.714 1,896 Page 10/13 Rev. 01/12/22 © 2022 Beacon Products. a division or Hubbell Lighting, Inc. Specifications subject to change without notice. SEA-VIPER-S-SPEC 701 Millennium Boulevard • Greenville, SC 29607 / Tel 6646781000 1 Website www.beaconprobucls com HuM, NUBBELL Lighting Submitted by JTH Ughling Alliance Job Name: ��LIGHTING St Therese Senior Living ALLIANCE BEAPON VIPER Area/Site VIPER LUMINAIRE ADDITIONAL INFORMATION (CONTINUED) HOUSE SIDE SHIELD FIELD INSTALL ACCESSORIES VPR2x HSS-90-B-m VPR2x HSS-270-BSS-m 1 I I ! I I i I VPR2x HSS-90-F-xx VPR2x HSS-270-FSS-m I I t I VPR2x HSS-90-S-xx VPR2x HSS-270-FSB-m VPR2x HSS-90-S-m VPR2x HSS-270-FSB-m Catalog Number, Type: VP-2-320L-145-3K7-3 AA3-2 Notes: JTH22A1895 DATE LOCATION: TYPE: PROJECT. - CATALOG k: VPR2x HSS-360-x Page 12/13 Re, 01/12/22 C 2022 Beacon Products, a division of Hubbell Lighting, Inc Specifications subjectto change without notice. F� a®, HUBBELL SEA-VIPER-S-SPEC 701 Millennium Boulevard • Greenville, SC 29607 / Tel 864678.1000 1 Website-beaconprodum-com Lighting Submitted by JTH Liahtinq Alliance Job Name: 'thLIGHTING St Therese Senior Living ALLIANCE VIPER Area/Site VIPER LUMINAIRE ADDITIONAL INFORMATION (CONTINUED) Catalog Number: Type: VP-2-320L-145-3K7-3 AA3-2 Notes: JTH22-41695 DATE: LOCATION: TYPE: PROJECT: CATALOG #: PROGRAMMED CONTROLS ADD-AutoDim Timer Based Options + Light delay options from 1-9 hours after the light is turned on to dim the light by 10-100%. To return the luminaire to its original light level there are dim return options from 1-9 hours after the light has been dimmed previously. EX: ADD-6-5-R6 ADD Control Options Configurations Choices Example Choice Picked Auto -Dim Options 1-9 Hours 6 - Delay 6 hours Auto -Dim Brightness 10-100% Brightness 5 - Dim to 50% brightness Auto -Dim Return Delay 0-9 Hours R6 - Return to full output after 6 hours ADT-AutoDim Time of Day Based Option Light delay options from 1AM-9PM after the light is turned on to dim the light by 10-100%. To return the luminaire to Its original light level there are dim return options from 1AM-9PM after the light has been dimmed previously. EX: ADT-6-5-R6 ADD Control Options Configurations Choices Example Choice Picked Auto -Dim Options 12-3 AM and 6-11 PM 6 - Dim at 6PM Auto -Dim Brightness 10-100% Brightness 5 - Dim to 50% Auto -Dim Return 12-6 AM and 9-11P R6 - Return to full output at 6AM USE OF TRADEMARKS AND TRADE NAMES All product and company names, logos and product identifies are trademarks' or registered trademarks 11 of Hubbell Lighting, Inc - or their respective owners. Use of them does not necessarily imply any affiliation with or endorsement by such respective owners. Page 13/13 Rev. 01/12/22 ® 2022 Beacon Products, a division of Hubbell Lighting, Inc SpeclFlcatlons subject to change without notice. ®, ` HUBBELL BEA-VIPER-S-SPEC 701 Millennium Boulevard • Greenville, SC 29607 1 Tel 864 678 1000 1 Website v—beaconproducismm Lighting Submitted by JTH Lighting Alliance Job Name: ��LIGHTING St Therese Senior Llving ALLIANCE VIPER Area/Site VIPER LUMINAIRE Catalog Number: Type: VP-2-32OL-145-3K7-3 AA4W-2 Notes JTH2241895 DATE: 1 LOCATION: TYPE: PROJECT: CATALOG #: MICR-I�STrzlKE I STRIKE FEATURES Low profile LED area/site luminaire with a variety of IES distributions for lighting applications such as auto dealership, retail, commercial, and campus parking lots Featuring two different optical technologies, Strike and Micro Strike Optics, which provide the best distribution patterns for retrofit or new construction Rated for high vibration applications including bridges and overpasses. All sizes are rated for 1.5G Control options including photo control, occupancy sensing, NX Distributed Intelligence", wiSCAPE and 7-Pin with networked controls New customizable lumen output feature allows for the wattage and lumen output to be customized in the factory to meet whatever specification requirements may entail Field interchangeable mounting provides additional flexibility after the fixture has shipped c@os IP65 (00 See Cenareden swig euoe: CONTROLTECHNOLOGY PITTRAMT wiSCAPE SPECIFICATIONS CONSTRUCTION Die-cast housing with hidden vertical heat fins are optimal for heat dissipation while keeping a clean smooth outer surface Corrosion resistant, die-cast aluminum housing with 1000 hour powder coat paint finish External hardware is corrosion resistant OPTICS Micro Strike Optics (160, 320. 480, or 720 LED counts) maximize uniformity in applications and come standard with mid - power LEDs which evenly illuminate the entire Iuminous surface area to provide a law glare appearance. Catalog logic found on page 2 Strike Optics (36, 72,108, or 162 LED counts) provide best in class distributions and maximum pole spacing in new applications with high powered LEDs. Strike optics are held In place with a polycarbon ate bezel to mimic the appearance of the Micro Strike Optics so both solutions can be combined an the same application. Catalog logic found on page 3 Both optics maximize target zone illumination with minimal losses at the house -side, reducing tlghl trespass Issues. Additional backlight control shields and house side shields can be added for further reduction of illumination behind the pole One-piece silicone gasket ensures a weatherproof seal Zero up -light at 0 degrees of tilt Field rotatable optics INSTALLATION Mounting patterns for each arm can be found on page 11 Optional universal mounting block for ease of installation during retrofit applications. Available as an option (ASOU) or accessory for square and round poles. All mounting hardware included INSTALLATION (CONTINUED) Knuckle arm fitter option available for 2-3/8" OD tenon For products with EPA less than 1 mounted to a pole greater that 20ft, a vibration damper is recommended ELECTRICAL Universal 120-277 VAC or 347-480 VAC input voltage, 50/60 Hz Ambient operating temperature -00'C to 40•C Drivers have greater than 90% power factor and less than 20%THD LED drivers have output power over -voltage, over -current protection and short circuit protection with auto recovery Field replaceable surge protection device provides 20kA protection meeting ANSI/ IEEE C62,41,2 Category C High and Surge Location Category C3; Automatically takes fixture off-line for protection when device is compromised CONTROLS Photo control, occupancy sensor programmable controls, and Zigbee wireless controls available for complete on/off and dimming control • Please consult brand or sales representative when combining control and electrical options as some conibinaUons may not operate as anticipated depending on your application 7-pin ANSI C135.41.2013 photocontfol receptacle option available for twist lock photocontrols or wireless control modules (eomrol aecessodes sold separately) 0-10V Dimming Drivers are standard and dimming leads are extended out of the luminaire uniess control options require cpnnecWn to the dlmming leads, Must specify If wldng leads are to be greater than the 6" standard CONTROLS (CONTINUED) NX Distributed Intelligence'" available with in future wireless control module, features dimming and occupancy sensor wiSCAPEa available with in fixture wireless control module, features dimming and occupancy sensor. Also available in 7-pin configuration CERTIFICATIONS Meets the qualifications for DLC Premium Listed to UL1598 and CSA C22.2#250.0- 24 for wet locations and 40"C ambient temperatures 1.5 G rated for ANSI C136.31 high vibration applications Fixture is IP65 rated Meets IDA recommendations using 3K CCT configuration at 0 degrees of tilt This product quaiiTps+3s a'designated count/ cons)rilcg-r, material" per FAR 52.225 11 Buy Americarr-co lfuction Materials under TradeAgreements a =ems lve 04/2312020. See 13uv Amerrcan_$yjt tQ.rll WARRANTY 5 year warranty . See }F�t �pmmefgial antl IntluslriQ Dutd[�1 Liohlirro Wan nl _yt � addltio�ml8lion KEY DATA Lumen Range 5,000-80,000 Wattage Range 36-600 Efficacy Range (LPW) 92-155 Weight lbs. (kg) 13.7-30.9 (6.2-13.9) Page 1/13 Rev. 01/12/22 © 2022 Beacon Products, a division of Hubbell Lighting, Inc Specifications subjento change without notice - HUBBELL BEA-VIPER-S-SPEC 701 Millennium Boulevard - Greenville, SC 29607 1 Tel 864678.1000 / Website w ,beaconproduns com Lighting Submitted by JTH Lighting Alliance Catalog Number: Type: Job Name: VP-2-320L-145-3K7-3 LIGHTING S1 Therese Senior Living AA4W- ALLIANCE Notes: JTH22-41895 C VIPER Area/Site VIPER LUMINAIRE MICROSTRIKE OPTICS — ORDERING GUIDE Example:VP-2-320L-145-3K7-2—R—UNV—A3—BLT CATALOG # 1 Suet 160L-35' 160L-50 c 160L-75 160L-100 160L-115 16OL-135 5500 lumens 7500 lumens 10000 lumens 12500lumens 15000lumens 18000 lumens 21000 lumens 320L-185 27000 lumens 320L-210 30000lumens 320L-235 33000 lumens 320L-255 36000lumens 3201_-315 ° 400001umens 3 Size 3 4SOL-285� 40000 lumens 4SOL-320 44000lumens 48OL-340 48000 lumens 4SOL-390 52000 lumens 48OL-425 55000 lumens 4BOL•47p _ —60020 lumens_ 4 Size4 720L-435 60000 lumens 720L-475 65000 lumens 720L-515 70000 lumens 720L-565' 75000 turners 720L-600° 80000lumens CLO Custom Lumen Output' DATE: LOCATION: TYPE: PROJECT. CATALOG #: AP AP -Amber Phosphor Converted 27K8 2700K, 3K7 3000K, 70 CRI 3K8 3000K, 80 CRI 35KB 3500K, 80 CRI 3K9 3000K, 90 CRI 4K7 4000K, 70 CRI 4KB 4000K, 80 CRI 4K9 4000K, 90 CRI 5K7 5000K, 70 CRI 5K8 5000K, 80 CRI 2 Type 2 L Optic UNV 120- 3 Type 3 rotation left 277V 4F Type 4 R Optic 120 120V Pownd rotation 208 208V fight 240 240V 277 277V SOM Type 5 347 347V Square 1480 480V 5OW Type 5 Square Wide A Arm mount for square pole/flat surface BLT Black Matte F Fusing NXSPW-14F NX Wireless, FIR Occupancy Sensor, Dimming Daylight Harvesting, 14' � 4 A_ Arm mount for round pole' Textured 2PF Dual Power NXSPW-40F NX Wireless, PIR Occupancy Sensor, Dimming Daylight Harvesting, 40' ASOU Universal arm mount for square pole BLS Black Gloss Feed NXSP-14F NX, PIR Occupancy Sensor, Dimming Daylight Harvestin 14"•° ry 99, A U Universal arm mount for round pole' Smooth 2DR Dual Driver NXSP-0OF NX, PIR Occupancy Sensor, Dimming Daylight Harvestin 40"•4 ry 9g• AAU Adjustable arm for pole mounting DBT Dark Bronze Matte Textured TE Topless NX Wireless Enabled (module i radio)'•° (universal drill pattern) EntryNXWE WIR wiSCAPE® In -Fixture Module'-4 AA_U Adjustable arm mount for round pole' DES Dark Bronze BC Backlight WIRSC a wiSCAPE® Module and Q,'QIpBf1[y Sensor •' Gloss Smooth Control ADU Decorative upswept Arm (universal GTT Graphite Matte TB Terminal ' drill pattern) Textured Block BTS-14F Bluetoothg Programmable, FIR Occupancy/Daylight Sensor AD_U Decorative upswept arm mount for LGS Light Grey BTS-00F Bluetooth® Programmable, PIR Occupancy/Daylight Sensor round pole' Gloss Smooth BTSO-12F Bluetooth Programmable, PIR Occupancy/Daylight Sensor, up to 12' MAF Mast arm litter for 2-3/8" OD horizontal LGT Light Grey mounting height arm Gloss Textured 7PR 7-Pin Receptacle ' K Knuckle PSS Platinum Silver 7PR-SC 7-Pin Receptacle with shorting Cap T Trunnion Smooth 3PR 3-Pin twist lock 4 WE Wall Bracket, horizontal tenon with WHT While Matte MAF Textured 3PR-SC 3-Pin receptacle with shorting cap 4 WM Wall mount bracket with decorative WHS While Gloss 3PR-TL 3-Pin FOR with photocontrol < upswept arm Smooth WA Wall mount bracketwilh adjustable arm VGT Verde Green ADD AutoDim Timer Based Dimming ° Textured ADT AutoDlm Tmect Day0wrm:g' CC Custom Color PC Button Photocontrol 4, 1- Items with a grey background can be done as a custom order. Contact brand representative for more 5 - Not available with Dual Driver option information 6 - Some voltage restrictions may apply when combined with controls 2 - Replace'_" with 2" for 25"-34" OD pole,'3" for 3 5'-0.13' OD pole, "4" for 4.18"-5 25"OD pole,'5" 7- Not available with 480V for 5,5'-6 5" OD pole 3 - Networked Controls cannot be combined with other control options 4 - Not available with 2PF option Page 2113 Re, 01/12/22 O 2022 Beacon Products, a division of Hubbell Lighting, Inc Specifications subjeato change without notice t,6 em , � HUBBELL BEA-VIPER-S-SPEC 701 Millennium Boulevard • Greenville, SC 29607 / Tel 864 6781000 / Website www beaconproducts-com Lighting Submitted by JTH v 1th v LIGHTING St Theresetu Senior Living ALLIANCE VIPER Area/Site VIPER LUMINAIRE ELECTRICAL DATA: MICRO STRIKE Catalog Number: VP-2-320L-145-3K7-3 Notes: DATE: LOCATION: TYPE: PROJECT: CATALOG #: AA4W-2 JTH22-41695 # OF LEDS 160 NOMINAL WATTAGE 35 50 75 100 115 135 160 SYSTEM POWER (W) 34.9 50.5 72.1 97.2 111.9 132.2 1578 INPUT VOLTAGE (V) CURRENT (Amps) 120 0.29 0,42 0.63 a83 0.96 1.13 1.33 208 0.17 0.24 0.36 0.48 0.55 0.65 0.77 240 0.15 Q21 031 0,42 0.48 0.56 a67 277 0.13 0.18 0.27 0.36 0.42 049 0.58 347 0.10 0.14 0- 2 0.29 0.33 0.39 0.46 1 480 0.07 0.10 0.16 0.21 0.24 028 0.33 # OF LEDs 320 NOMINAL WATTAGE 145 170 185 210 235 255 315 SYSTEM POWER (W) 150 166.8 185.7 216.2 240.9 261.5 312 INPUT VOLTAGE (V) CURRENT (Amps) 120 121 142 t54 1.75 L96 2J3 2-63 208 0.70 Q22 0. 9 t01 L13 1.23 1.51 240 0.60 0.71 0.77 0.88 0.98 106 1.31 277 Q52 Q61 Q67 0.76 a85 0.92 1.14 347 0.42 0.49 0.53 0.61 0.68 0.73 0,91 480 0,30 a35 0.39 0.44 0.45 a53 0.66 # OF LEDs 480 NOMINAL WATTAGE 285 320 340 390 425 470 SYSTEM POWER (W) 2862 316.7 338A 392.2 423.2 468 INPUT VOLTAGE (V) CURRENT (Amps) 120 2.38 2.67 2.83 3-25 3.54 3 92 208 1.37 1.54 1.63 1.88 204 2.26 240 119 133 1.42 L63 1.77 1,96 277 1.03 1.16 123 1.41 1.53 170 347 082 0.92 0.98 1.12 122 135 480 a59 0-67 0.71 0.81 0.89 0.98 # OFLEDS 720 NOMINAL WATTAGE 435 475 515 565 600 SYSTEM POWER 429.3 475 519.1 565.2 599.9 INPUT VOLTAGE M CURRENT (Amps) 120 3,63 3.96 4.29 4.71 5.00 208 2.09 228 2.4 2.72 2.88 240 1.81 1.98 2.15 2.35 2.50 277 1.57 1.71 1-86 2.04 217 347 1.25 1.37 1,48 163 1.73 480 1 0.91 0.99 1,07 1.18 1,25 Page 6/13 Rev. 01/12/22 © 2022 Beacon Products, a division of Hubbell Lighting, Inc Specifications subjectto change wim-1 notice. I,B r HUBBELL BEA-VIPER-S-SPEC 701 Millennium Boulevard • Greenville, SC 29607 / Tel 864678.1000 / Website w vbeaconproducls cam Lighting Submitted by JTH Liahtina Alliance Catalog Number: Type: Job Name: VP-2-320L-145-3K7-3 LIGHTING St Therese Senior Living AA4W -2 lthALLIANCI Notes: JTH22-41895 S—E A P-0—w VIPER Area/Site VIPER LUMINAIRE MICRO STRIKE PHOTOMETRY DATE: LOCATION: TYPE: IPROJECT: The following diagrams represent the general distribution options offered for this product. For detailed information on specific product configurations, see 1+±e1 sale Wiwomelrl[ tesl_reporl;i. Type 2 Type 3 Type 4 Wide Type 4F Type 50M Type 50W Page 8/13 Rev. 01/12/22 O 2022 Beacon Products, a division of Hubbell Lighting, Inc. Specifications subject to change without notice 1, ,, ' HUBBELL BEA-VIPER-S-SPEC 701 Millennium Boulevard • Greenville, SC 29607 / Tel 864678.1000 / Website www.beaconproducls,com � Lighting Ski bmittedh JTHLighting Alliance Catalog Number: Type: Job Name: VP-2-320L-145-3K7-3 LIGHTING St Therese SeniorLiving AA4W-2 IthALLIANCE Notes. JTH22-41895 VIPER Area/Site VIPER LUMINAIRE SIZE 1 21.76 I 3A6 SIZE 3 DATE: j LOCATION: TYPE: PROJECT: CATALOG #: SIZE 2 26.88 j 3A8 SIZE 4 3a.47 n42 s.4s f EPA VP1 (Size 1) VP2 (Size 2) VP3 (Size 3) VP4 (Size 4) Conofig. Sinale Fixture 0.454 0.555 0.655 0,698 ITwo at 180 0.908 1.110 1.310 1.396" Weight Ibs kgs VP1(Size 1) 13.7 6.2 VP2 (Size 2) 16.0 7.26 VP3 (Size 3) 25.9 11.7 VP4 (Size 4) 30.8 13.9 Two at 90 0.583 0.711 1857 0.948 Three at 90 1.037 1266 1.512 1.646 Three at120 0.943 1.155 1.392 1680 � Four at 90 1.166 1.422 1.714 1.896 + Page 10/13 Rev. 01/12/22 Z 2022 Beacon Products, a division of Hubbell Lightlng, Inc Specifications subject to change without notice. BEA-VIPER-S-SPEC 701 Millennium Boulevard •Greenville, SC 29607/Tel 864 678-1000 / Webslte www.beaconprodu— corn HUBBELL Lighting Submitted by JTH Lighting Alliance thJob Name: LIGHTING St Therese Senior Living ALLIANCE VIPER Area/Site VIPER LUMINAIRE ADDITIONAL INFORMATION (CONTINUED) HOUSE SIDE SHIELD FIELD INSTALL ACCESSORIES VPR2x HSS-90-B-xx VPR2x HSS-270-BSS-xx Catalog Number: VP-2-320L-145-3K7-3 Notes: DATE: I LOCAIION: TYPE: I PROJECT: CATALOG #: VPR2x HISS-360-xx 1 No u sn77 FIR 9 :pw VPR2x HSS-90-F-xx VPR2x HSS-270-FSS-xx 1 l VPR2x HSS-90-S-xx ......... VPR2x HSS-90-S-xx VPR2x HSS-270-FSB-xx VPR2x HSS-270-FSB-xx AA4W-2 JTH22-41895 Page 72113 Rev. 07H2/22 0 2022 Beam Prvdmt& a division of Hubbell Lighting, Inc Specifications subject to change without notice. ®, NUBBELL BEA-VIPER-S-SPEC 701 Mlllennllam Blwccvaw - Greenville, SC 29607 / Tel 864.678.1000 / Webslte www.beaconproducfs.com Lighting Submitted by JTH Li htin Alliance Job Name: ���LIGHTING St Therese Senior Living ALLIANCE ��'a.•oN VIPER Area/Site VIPER LUMINAIRE Catalog Number: Type: VP-2-320L-145-3K7-3 AA4W Notes: JTH22-41695 DATE: LOCATION: TYPE: PROJECT: CATALOG #: FEATURES Low profile LED area/site luminaire with a variety of IES distributions for lighting applications such as auto dealership, retail, commercial, and campus parking lots Featuring two different optical technologies, Strike and Micro Strike Optics, which provide the best distribution patterns for retrofit or new construction Rated for high vibration applications including bridges and overpasses. All sizes are rated for 1.5G Control options including photo control, occupancy sensing, NX Distributed Intelligence-, wiSCAPE and 7-Pin with networked controls New customizable lumen output feature allows for the wattage and lumen output to be customized in the factory to meet whatever specification requirements may entail Field interchangeable mounting provides additional flexibility after the fixture has shipped c@us IP65 CONTROL TECHNOLOGY NX WT�ELRLIG NCT wiSCAPE- SPECIFICATIONS CONSTRUCTION Die-cast housing with hidden vertical heat fins are optimal for heat dissipation while keeping a clean smooth outer surface Corrosion resistant, die-cast aluminum housing with 1000 hour powder coat paint finish External hardware is corrosion resistant OPTICS Micro Strike Optics (160, 320. 480, or 720 LED counts) maximize uniformity in applications and came standard with rrd• power LEDs whlch evenly Illuminate the entire luminous surface area to provide a low glare appearance. Catalog logic found on page 2 Strike Optics (36, 72,108. or 162 LED counts) provide best in class distributions and ma)dmum pole spacing in new applications with high powered LEDs. Strike optics are held in place with a polycarbonate bezel to mimic the appearance Of the Micro Strike Optics so both solutions can be combined on the same application. Catalog logic found on page 3 Both optics maximize target zone illumination with minimal losses at the house -side, reductng light trespass issues. Additional backlight control shields and house side shields Can be added forfurther reduction of illumination behind the pole One-piece silicone gasket ensures a weatherproof seal Zero up -light at 0 degrees of tilt Field rotatable optics INSTALLATION Mounting patterns for each arm can be found on page 11 Optional universal mounting block for ease of installation during retrofit applications. Available as an option (ASOU) or accessory for square and round poles. All mounting hardware included MICR-E4STRIKE 1 STRIKE INSTALLATION (CONTINUED) Knuckle arm fitter option available for 2-3/8" OD tenon For products with EPA less than 1 mounted to a pole greater that 20ft, a vibration damper is recommended ELECTRICAL Universal 120-277 VAC or 347-480 VAC input voltage, 50/60 Hz Ambient operating temperature -40"C to 40°C Drivers have greater than 90% power factor and less than 20%THD LED drivers have output power over -voltage, over -current protection and short circuit protection with auto recovery Field replaceable surge protection device provides 20k Aprotection meelingANSI/ IEEE C62,41.2 Category C High and Surge Location Category C3: Automatically takes fixture off-line for protection when device is compromised CONTROLS Photo control, occi-pancy sensor programmable controls, and Zigbee wireless controls available for corrrplefe onleff and dimming control Please consult brand or sales representative when combining control and electrical options as some combinations may not operate as anticipated depending on your application 70n ANSI C136.41.2013 phetocon" receptacle option available for twist lock photocontrds or.wireless control modules (control accessories sdd Separaley) 0.10V Dimming Drivers are standard and dimming leads are extended out of the luminalre unless control options requke connection to the dimming leads. Must specify if wiring leads are to be greater than the 6" standard CONTROLS (CONTINUED) NX Distributed Intelligence" available with in fixture wireless control module, features dimming and occupancy sensor WISCAPE® available with in fixture wireless control module, features dimming and occupancy sensor. Also available in 7-pin configuration CERTIFICATIONS Meets the qualifications for DLC Premium Listed to UL1598 and CSA C22.2#25QO- 24 for wet locations and 4U'C ambient temperatures 1.5 G rated for ANSI C136,31 high vibration applications Fixture is IP65 rated Meets IDA recommendations using 3K CCT configuration at 0 degrees of tilt This product quafifles as a'designated countryry construction mper FAR 52_225.aterial' 11 Buy American-ConsVuctlon Male•lels undef Trade AgreemenlsefremiVe 0412312020. See euv Annetican Scrution. . WARRANTY 5 year warranty . See H k arrintri 1 ri 1 u d r hit arrant Or addlt in ormaVon KEY DATA Lumen Range 5,000-80,000 Wattage Range 36-600 Efficacy Range (LPW) 92-155 Weight lbs. (kg) 13.7-30.9 (6.2-13.9) Page 1/13 Rev. 01/12/22 © 2022 Beacon Products, a division of Hubbell Lighting, Inc specifications subject to change without notice. I,a me • HUBBELL eEA-VIPER-S-SPEC 701 All lennium Boulevard • Greenville, SC 29607 / Tel 864.67E 1000 / Website www.beaconproducts corn Lighting ���LIGHTING ALLIANCE Alliance JOD Name: St Therese Senior Living VIPER Area/Site VIPER LUMINAIRE Catalog Number: VP-2-320L-145-3K7-3 Notes: DATE: J LOCATION: TYPE: PROJECT: CATALOG #: JTH22-41895 MICROSTRIKE OPTICS — ORDERING GUIDE Example:VP-2-32OL-145-3K7-2—R—UNV—A3—BLT CATALOG # VP 1 Size 160L-356 160L-50' 16OL-75 160L-100 160L-115 160L-135 320L-"5 320L-170 5500 lumens 7500 lumens 10000lumens 12500lumens 15000 lumens 18000 turners; ~ 210001umens 24000 kmens Yx Ske2 320L-185 27000 lumens 320L-210 30000 lumens 320L-235 33000 lumens 320L-255 36000 lumens 3201_-315 a lumens 3 Size 3 _ 48OL-265 _4000_0 40000 lumens 48OL-320 440001umens 48OL-340 48000 lumens 48OL-390 52000 lumens 4SOL-425 55000 lumens 480L370 6y0222umens 4r Size 720L-435 ^60000 lumens 720L-475 650001umens 720L-515 70000 lumens 720L-565' 75000 lumens 720L-600' 80000lumens CLO Custom Lumen Output' A Arm mount for square pole/flat surface A- Arm mount for round pole' ASOU Universal arm mount for square pole A_U Universal arm mount for round pole 2 AAU Adjustable arm for pole mounting (universal drill pattern) AA_U Adjustable arm mount for round pole 2 ADU Decorative upswept Arm (universal drill pattern) AD_U Decorative upswept arm mountfor round pole 2 MAF Mast arm fitter for 2-3/8" OD horizontal arm K Knuckle T Trunnion WB Wall Bracket, horizontal tenon with MAF WM Wall mount bracket with decorative upswept arm WA Wall mount bracket with adjustable arr BLT Black Matte Textured BLS Black Gloss Smooth DBT Dark Bronze Matte Textured DBS Dark Bronze Gloss Smooth GTT Graphite Matte Textured LGS Light Grey Gloss Smooth UST Light Grey Gloss Textured PSS Platinum Silver Smooth WHT While Matte Textured WHS While Gloss Smooth VGT Verde Green Textured CC Custom Color AP AP -Amber 2 Typc2 L Optic Phosphor 3 Type3 rotation left Converted 4F Typp4 R Optic 27K8 2700K. Forward rotation 80 CRI _ right 3K7 3000K, I w;nP 70 CRI SOM Type 5 31<8 3000K, Square 80 CRI Mediun 35K8 3500K, 5OW Types 80 CRI Square 31<9 3000K, Wide 90 CRI 4K7 4000K. 70 CRI 4K8 4000K, 80 CRI 4K9 4000K, 90 CRI 5K7 5000K, 70 CRI 5K8 5000K, 80 CRI UNV 120- 277V 120 120V 208 208V 240 240V 277 277V 347 347V 480 480V I^ F Fusing NXSPW-14F NX Wireless, PIR Occupancy Sensor, Dimming Daylight Harvesting, 14' 2PF Dual Power NXSPW-40F NX Wireless, PIR Occupancy Sensor, Dimming Daylight Harvesting, 40' Feed NXSP-14F NX, PIR Occupancy Sensor, Dimming Daylight Harvesting, 10•4 2DR Dual Driver NXSP-00F NX, PIR Occupancy Sensor, Dimming Daylight Harvesting, 40'3.4 TE Tooless NXWE NX Wireless Enabled (module +radio)3.4 Entry WIR wiSCAPE® In -Fixture Module'•° BC Backlight WIRSC wiSCAPE® Module and Cc lif>Cy Sensor2° Control TB Terminal Block STS-14F Bluetooth® Programmable, PIR Occupancy/Daylight Sensor STS-40F Bluetooth Programmable, PIR Occupancy/Daylight Sensor BTSO-12F Bluetooth® Programmable, PIR Occupancy/Daylight Sensor, up to 12' mounting height ° 7PR 7-Pin Receptacle ° 7PR-SC 7-Pin Receptacle with shorting cap ° 3PR 3-Pin twist lock ° 3PR-SC 3-Pin receptacle With shorting cap ° 3PR-TL 3-Pin PCR with photocontrol' ADD AutoDim Timer Based Dimming' ADT AutoDim Time 01 DWOamninq• PC Button Photocontrol 47 1 - Items with a grey background can be done as a custom order. Contact brand representative for more 5 - Not avallable with Dual Driver option information 6 - Some voltage restrictions may apply when combined with contrails 2 - Replace "-" with'2" for 25"-3,4' OD pole, -3" for 3.54.13- OD pole, W for 418"-5 25' OD pole, "5" 7 - Not available with 480V for 5 5"-6 5" OD pole " 3- Networked Controls cannot be combined with other control options 4 - Not available with 2PF option Page 2113 Rev 01/12/22 O 2022 Beacon Products, a division of Hubbell Lighting, Inc Specifications subjectto change without notice. I"S ®, ` HUBBELL BFFJ1-VIPER-S-SPEC 701 Millennium Boulevard - Greenville, SC 29607 / Tel 864,6781000 / Website www.beaconproducts com , Lighting SubmittedI .lob Name: ithLIGHTING St Therese Senior Llving ALLIANCE VIPER Area/Site VIPER LUMINAIRE ELECTRICAL DATA: MICRO STRIKE Catalog Number: VP-2-320L-145-3K7-3 Notes: DATE: J LOCATION: TYPE: PROJECT: CATALOG #: Type: # OF LEDs 160 NOMINAL WATTAGE 35 50 75 100 115 135 160 SYSTEM POWER (W) 34.9 50.5 72.1 972 111.9 132,2 157.8 INPUT VOLTAGE (V) CURRENT (Amps) 120 0.29 0.42 0.63 0,83 0,96 1.13 133 208 0.17 0.24 0.36 0.48 0,55 0.65 0.77 240 0.15 a21 a31 0.42 0,48 0.56 0.67 277 0.13 0,18 0.27 a36 0,42 a49 a58 347 0.10 0.14 .a22 0-29 0.33 0.39 a46 480 0.07 D.10 0.16 0,21 0.24 0.28 0.33 # OF LEDs 320 NOMINAL WATTAGE 145 170 185 210 235 255 315 SYSTEM POWER (W) 150 166.8 185.7 216.2 240.9 261.5 312 INPUT VOLTAGE (V) CURRENT (Amps) 120 1,21 1.42 154 1.75 1.96 2.13 2.63 208 0.70 a82 0,89 1-01 1.13 1.23 1.51 240 0.60 0.71 D77 0.88 098 1.06 1.31 277 0.52 0B 0.67 0.76 0.85 0,92 1.14 347 a42 0.49 l a61 0.68 0.73 0.91 480 0.30 a35 0.39 a44 0.49 D.53 0.66 # OF LEDs 480 NOMINAL WATTAGE 285 320 340 390 425 470 SYSTEM POWER (W) 286.2 316.7 338.4 392.2 423.2 468 INPUT VOLTAGE (V) CURRENT (Amps) 120 2.38 2,67 2.83 325 354 a92 208 1.37 1,54 1.63 1.88 2.04 2.26 240 119 1.33 142 1.63 177 1.96 277 1.03 116 123 141 1.53 1.70 347 Q82 0.92 0.98 1.12 1,22 1.35 48D 0,59 D.67 0.71 0J31 0.89 0.98 # OF LEDs 720 NOMINAL WATTAGE 435 475 515 565 600 SYSTEM POWER 429.3 475 519.1 565.2 599.9 INPUT VOLTAGE M CURRENT (Amps) 120 3.63 3.96 429 4.71 5.00 208 2.09 228 2,48 2.72 2.88 240 1.81 1.98 2.15 2.35 2,50 277 1,57 1.71 1.86 2.04 2,17 347 U5 1.37 148 1,63 173 48D 0.91 099----F 1.07 US 1.25 Page 6/13 Rev. 01112122 © 2022 Beacon Products, a division of Hubbell Lighling, Inc Specirications subject to change without notice HUBBELL SEA-VIPER-S-SPEC 701 Millennium Boulevard - Greenville, SC 29607 / Tel 864 678 1000 / Website-beaconproducts.com Lighting Submitted bv JTH lighling Alliance Catalog Number: Type: Jab Name: VP-2-32OL-145-3K7-3 �� LIGHTING St Therese Senior Living AA4W IALLIANCE Notes JTH22-01895 14.�' DATE: LOCATION: TYPE: PROJECT: VIPER Area/Site CATALOG#: VIPER LUMINAIRE MICRO STRIKE PHOTOMETRY The following diagrams represent the general distribution options offered for this product For detailed information on specific product configurations, see Wbsile W1ol7metri 1�S r l _ Type 2 Tvoe 3 Type 4 Wide Type 4F Type 50M Type 50W Page 6113 Rev. 01/12/22 C 2022 BemmPrOducts a dvl-f of Hubbell Llghting, Inc. Specifications subject to change without notice. • HUBBELL BEA-VIPER-S-SPEC 701 Millennium Sou%-Md • iSramille, SC 296071 Tel 864.678 1000 1 Website w beaconproducts.com Lighting Swbihnittedby JTHLighting Alliance Catalog Number: Type: Job Name: VP-2-320L-145-3K7-3 +��LIGHTING St Therese Senior Living AA4'W ALLIANCE Notes: JTH22-01095 f i VIPER Area/Site VIPER LUMINAIRE SIZE 1 SIZE 3 21.76 C—1 348 1�~ DATE: LOCATION: • TYPE: I PROJECT: CATALOG #: 34A7 3a8 SIZE 2 2[66 n fa: its 7 iia ��' j ?y �d s 3as SIZE 4 EPA Single Fixture 0.454 0555 0.655 0.698 Two at 180 0.908 1.110 1.310 1.396" Two at 90 0.583 0.711 0.857 0 948 Three at 90 1.037 1.266 1.512 1.646 Three at 120 0.943 1.155 1.392 1.680 Four at 90 1.166 1.422 1.714 1.896 as ae 3.66 Weight Ibs kgs VP1(Size 1) 13.7 6.2 VP2 (Size 2) 1&0 7.26 VP3 (Size 3) 25.9 11.7 VP4 (Size 4) 30.8 13.9 Page 10113 Rev. 01/12/22 © 2022 Beacon Products, a division of Hubbell Lighting, Inc Specifications subjectto change without notice HUBBELL SEA-VIPER-S-SPEC 701 Millennium Boulevard • Greenville, SC 29607 / Tel864.678.1000 1 Website w beaconproductscom Lighting Submitted by JTH Lighting Alliance Catalog Number: Type: Job Name: VP-2-320L-145-3K7-3 Ith LIGHTING St Therese Senior Living AA41N ALLIANCE Notes: JTH22-41895 BELPtGON VIPER Area/Site VIPER LUMINAIRE ADDITIONAL INFORMATION (CONTINUED) HOUSE SIDE SHIELD FIELD INSTALL ACCESSORIES VPR2x HSS-90-B-xx I I VPR2x HSS-90-F-xx I I o- I 1 VPR2x HSS-90-S-xx VPR2x HSS-90-S-xx DATE: LOCATION: TYPE: PROJECT: _ CATALOG #: VPR2x HSS-270-BSS-xx VPR2x HSS-360-xx Lai -21 il VPR2x HSS-270-FSS-xx I I I VPR2x HSS-270-FSB-xx VPR2x HSS-270-FSB-xx I Page 12/13 Re 01/12/22 ® 2022 Beacon P odr a oy sm of Hubbell Lighting, Inc. Specifications subject to change without notice. 1,5 ®, , HUBBELL BEA-VIPER-S-SPEC 701 Millennium 13-- r0 • Cr wwlle, SC 29607 / Tel B64.6781000 / Website www.beaconprobucts.com Lighting Alliance lioD Name: ALIGHTING St Therese Senior Living ALLIANCE 0MUCON VIPER Area/Site VIPER LUMINAIRE Catalog Number: Type: VP-2-320L-145-3K7-3 AA3 Notes: JTH22-41895 DATE: LOCATION: TYPE: PROJECT: FEATURES Low profile LED area/site luminaire with a variety of IES distributions for lighting applications such as auto dealership, retail, commercial, and campus parking lots Featuring two different optical technologies, Strike and Micro Strike Optics, which provide the best distribution patterns for retrofit or new construction Rated for high vibration applications including bridges and overpasses. All sizes are rated for 1.5G Control options including photo control, occupancy sensing, NX Distributed Intelligence'", wiSCAPE and 7-Pin with networked controls New customizable lumen output feature allows for the wattage and lumen output to be customized in the factory to meet whatever specification requirements may entail Field interchangeable mounting provides additional flexibility after the fixture has shipped c@uS IP65 sxlr ertons CONTROL TECHNOLOGY f\N INTERIBENCEE wiSCAPE• SPECIFICATIONS CONSTRUCTION Die-cast housing with hidden vertical heat fins are optimal for heat dissipation while keeping a clean smooth outer surface Corrosion resistant, die-cast aluminum housing with 1000 hour powder coat paint finish External hardware is corrosion resistant OPTICS Micro Strike Optics (160, 320, 480. or 720 LED counts) maximize uniformity in applicallons and come standard with mid - power LEDs which evenly illuminate the entire lumingus surface area to provide a low glare appearance. Catalog logic found on page 2 Strike Optics (36, 72,108, or 162 LED counts) provide best in class distributions and maximum pole spacing in new applications with high powered LEDs. Strike optics are held in place with a polycarbonate bezel to mimic the appearance of the Micro Strike Optics so both solutions can be combined on the same application. Catalog logic found on page 3 Both optics maximize target zone illumination with minimal losses at the house -side, reducing light trespass issues. Additional backlight control shields and house side shields can be added for further reduction of illumination behind the pole One-piece silicone gasket ensures a weatherproof seal Zero up -light at 0 degrees of tilt Field rotatable optics INSTALLATION Mounting patterns for each arm can be found on page 11 Optional universal mounting block for ease of installation during retrofit applications. Available as an option (ASOU) or accessory for square and round poles. All mounting hardware included M I C R-E�STP I KE STRIKE INSTALLATION (CONTINUED) Knuckle arm fitter option available for 2-3/8" OD tenon For products with EPA less than 1 mounted to a pole greater that 20ft, a vibration damper is recommended ELECTRICAL Universal 120-277 VAC or 347-480 VAC input voltage, 50/60 Hz Ambient operating temperature -40-C to 40°C Drivers have greater than 90% power factor and less than 20%THD LED drivers have output power over -voltage, over -current protection and short circuit protection with auto recovery Field replaceable surge protection d0ce provides 2akA protection meeting ANSI/ IEEE C62.41.2 Category C High and Surge Location Category C3; Automatically takes fixture off-line for protection when device is compromised CONTROLS Photo control, occupancy sensor Pp,rogrammable controls, and 7Jghee wireless controls available for completacNoff and dimming control Please consult brand or sales representative when combining control and electrical options as some combinatlOns may not operate as anticipated depending on your application Tpin ANSI C1364R-2013 photocom W receptacle option available far (wf5t lack phoWontrols or wi retess control mod ules (control accessories sold separately) 0-10V 09 mmtng Drivers are sla ndard and dimming leads are extended out of the luminalre unless control options require connectipn to the dimming leads. Must specify If wiring leads are 1a be greater than the 6" standard CONTROLS (CONTINUED) NX Distributed Intelligence" available with in fixture wireless control module, features dimming and occupancy sensor wiSCAPE® available with in fixture wireless control module, features dimming and occupancy sensor. Also available in 7-pin configuration CERTIFICATIONS Meets the qualifications for DLC Premium Listed to UL1598 and CSA C22.2Jt250.0- 24 for wet locations and 40"C ambient temperatures 1.5 G rated for ANSI C136.31 high vibration applications Fixture is IP65 rated Meets IDA recommendations using 3K CCT configuration at 0 degrees of tilt This product qualiNs as a "designated country construction material" per FAR 52.225.11 Buy Amerlcan•Constfuction 1Nate}lats unde- Trade Agreements edeCive 04/23t2o2Q. See Dyd American Soluthan-5. WARRANTY 5 year warranty • SeeH l Cornm i l an In u trim O tl r Lfyhtinn WAgrzn1V or addi anal in ormation KEY DATA Lumen Range 5,000-80,000 Wattage Range 36-600 Efficacy Range (LPM 92-155 Weight lbs. (kg) 13.7-30.9 (6.2-13.9) Page 1/13 Rev 01/12122 © 2022 Beacon Products, a division of Hubbell Lighting, Inc specifications subject to change without notice me r " HUBBELL SEA-VIPER-S-SPEC 701 Mill ennlurn Boulevard - Greenville, SC 29607 / Tel 864 678J000 / Website www.beaconproducts com Lighting subrratt" by JTH Lighting Alliance Catalog Number: Type: Job Name: VP-2-320L-145-3K7-3 AA3 Ith LIGHTING St Therese Senior Living ALLIANCE Notes: JTH22-41895 DATE: LOCATION: TYPE: PROJECT_ VIPER Area/Site CATALOG#: VIPER LUMINAIRE MICROSTRIKE OPTICS — ORDERING GUIDE Example:VP-2-320L-145-3K7-2—R—UNV—A3—BLT CATALOG # I VP —���- 1 Sizel 160L-35` 5500 lumens AP AP -Amber 2 7 2 L Optic UNV 120- 160E-50` 75001umens Phosphor 3 TypC3 rotation left 277V 160E-75 100001umens Converted 4i Typed g Oplic 120 120V 27K8 2700K, Fotu+eM rotation �on 208 208V 16OL-100 12500lumens M right 16OL-115 15000 lumens 4W Type 240 240V 31<7 3000K, Wide 277 277V 160E-135 18000lumens 7p pg SOM Type 5 347 347V _ _ _ _ _ 3K8 3000K, Square 2^SK42 32004S� 21000 lumens 80 CRI Mednnn 480 480V 320L-170 2400DVrr•5 3SK8 3500K, SOW Types 320L-185 27000 lumens 80 CRI Square 320L-210 30000 lumens 3K9 3000K, Wide 320L-235 33000 lumens 90 CRI 41<7 4000K, 320L-255 360001umens 70 CRI 320y-3 P ` _40010lumens_ — 41<8 4000K, 3 Size 3 480L-285 40000 lumens 80 CRI 480L-320 44000 lumens 41<9 4000K, 4SOL-340 480001umans 90 CRI 48OL-390 52000 lumens 5K7 5000K, 460L-425 55000 lumens 70 CRI lumens 5K8 5000K, •4�Size _6000_o 80 CRI 4 720L-435 60000lumens 720L-475 65000 lumens 720L-515 700001umens 720L-565` 75000 lumens 720L-600` 80000 lumens CLO Custom Lumen Output' A Arm mount for square pole/flat surface A_ Ann mount for round pole' ASOU Universal arm mount for square pole A_U Universal arm mount for round pole' AAU Adjustable arm for pole mounting (universal drill pattern) AA_U Adjustable arm mount for round pole 3 ADU Decorative upswept Arm (universal drill pattern) AD_U Decorative upswept arm mount for round pole' MAF Mast arm fitter for 2-3/8" OD horizontal arm K Knuckle T Trunnion WB Wall Bracket, horizontal tenon with MAF WM Wall mount bracket with decorative upswept arm WA Wall mount bracket with adjustable arm BLT Black Matte Textured BLS Black Gloss Smooth DBT Dark Bronze Matte Textured DBS Dark Bronze Gloss Smooth GTT Graphite Matte Textured LGS Light Grey Gloss Smooth LIST Light Grey Gloss Textured PSS Platinum Silver Smooth WHIT While Matte Textured WHS While Gloss Smooth VGT Verde Green Textured CC Custom Color F Fusing 2PF Dual Power Feed 2DR Dual Driver TE Tooless Entry BC Backlight Control TB Terminal Block NXSPW-14F NX Wireless, PIR Occupancy Sensor, Dimming Daylight Harvesting, 14' w NXSPW40F NX Wireless. PIR Occupancy Sensor, Dimming Daylight Harvesting, 40't3•1 NXSP-14F NX, PIR Occupancy Sensor, Dimming Daylight Harvesting, 10.4 NXSP-40F NX, PIR Occupancy Sensor, Dimming Daylight Harvesting, 40'3.4 NXWE NX Wireless Enabled (module +redlo)3,° WIR wiSCAPE® In -Fixture Module',4 WIRSC wiSCAPE- Module and OCCu WKY Sen5Crw BTS-14F• Bluetooth-Programmable, PIR Occupancy/Daylight Sensor' BTS-00F Bluetooth- Programmable, PIR Occupancy/Daylight Sensor BTSO-12F Bluetooth-Programmable, PIR Occupancy/Daylight Sensor, upto12' mounting height 4 7PR 7-Pin Receptacle 7PR-SC 7-Pin Receptacle with shorting cap 4 3PR 3-Pin twist lock 4 3PR-SC 3-Pin receptacle with shorting cap° 3PR-TL 3-Pin PCR with phowcontld' ADD AutoDim Timer Based Dimming 4 ADT AutoDimlin;&DOyDIffWkp` PC Button Photocontrol °•' 1- Items With a grey background can be done as a custom order. Contact brand representative for more 5 - Not available with Dual Driver option information 6 - Some voltage restrictions may apply when combined with controls 2 - Replace -_" with'2' for 2 5'-3 4" OD pole,'3' for 3.5"A.13" OD pole,''" ror 4.18'-5 25" OD pole,'5" 7- Not available with 480V for S S'-6.5' OD pole 3 - Networked Controls cannot be combined with other control options 4- Not available with 2PF option Page 2113 Rev. 01/12/22 C 2022 Beacon Products, a division of Hubbell Lighting, Inc. Specifications subject to change without notice �i ) a HUBBELL BEA-VIPER-S-SPEC 701 Millennium Boulevard - Greenville. SC 29607 / Tel 864.678.1000 / Website www.beaconproductscom .V i Lighting Submitted by JTH .1ou Name: IthLIGHTING St Therese Senior Living ALLIANCE VIPER Area/Site VIPER LUMINAIRE ELECTRICAL DATA: MICRO STRIKE Catalog Number: Type: VP-2-320L-145-3K7-3 AA3 Notes: JTH22-41895 DATE 1 LOCATION: I PROJECT: CATALOG #: # OF LEDs 160 NOMINAL WATTAGE 35 50 75 100 115 135 160 SYSTEM POWER (W) 349 50.5 72.1 97.2 111.9 1322 1578 INPUT VOLTAGE (V) CURRENT (Amps) 120 0,29 0,42 0.63 Q83 0.96 113 1.33 208 0.17 0.24 0.36 0.48 0.55 0.65 0.77 240 0,15 0.21 0.31 042 0.48 0.56 a67 277 0.13 Q18 0,27 0,36 0.42 U49 0.58 347 0,10 0.14 022 0,29 0.33 a39 0.46 480 0,07 0.10 0.16 0.21 0.24 0.28 a33 # OF LEDs 320 NOMINAL WATTAGE 145 170 185 210 235 255 315 SYSTEM POWER (W) 150 166.8 185.7 216.2 240.9 261,5 312 INPUT VOLTAGE (V) CURRENT (Amps) 120 121 142 154 1.75 1.96 2-13 2.63 208 0.70 0,82 0.89 1.01 1.13 123 151 240 0,60 0.71 177 0.88 0.98 1.06 1,31 277 0.52 0.61 1167 0.76 0.85 1 0.92 1.14 347 0.42 0.49 0S3 0.61 1168 0.73 0.91 480 0.30 0,35 Q39 0.44 Q49 0.53 0.66 # OF LEDs 480 NOMINAL WATTAGE 285 320 340 390 425 470 SYSTEM POWER 2862 316.7 338A 392.2 423.2 468 INPUT VOLTAGE (V) CURRENT (Amps) 120 2.38 2.67 2.83 3.25 3.54 3.92 208 1.37 t54 1.63 1.88 204 2,26 240 119 1.33 1.42 1,63 1.77 1.96 277 1.03 1,16 1.23 1A1 1.53 1.70 347 0.82 0.92 0.98 1.12 1.22 1.35 480 0.59 Q67 0,71 Q81 0.89 0.98 # OF LEDS 720 NOMINAL WATTAGE 435 475 515 565 600 SYSTEM POWER (W) 429.3 475 519.1 565.2 599.9 INPUT VOLTAGE (V) CURRENT (Amps) 120 3,63 3.96 4.29 4.71 5.00 208 2.09 228 2.48 2.72 2.88 240 1.81 1.98 2.15 2.35 2.50 277 1,57 1-71 1.86 2.04 217 347 t25 1.37 148 L63 1,73 480 0.91 099 1.07 1.18 1.25 Page 6/73 Rev. 07/72/22 02022 Beacon Protluas, a division of Hubbell LighUng, Inc Specifications subject to change without notice. I-S me , HIJIBBELL REA-VIPER-S-SPEC 701 Millennium Boulevard • Greenville, SC 29607 1 Tel 864 678.1000 / Website www.beaconprotlucm com Lighting Submitted by JTH Liohtino Alliance JCGSt ob Name: ithLIGHTITherese SeniorLlving ALLIAN VIPER Area/Site VIPER LUMINAIRE MICRO STRIKE PHOTOMETRY Catalog Number: VP-2-320L-145-3K7-3 Notes: -DATE: LOCATION: TYPE: PROJECT: CATALOG #: JTH22-41895 The following diagrams represent the general distribution options offered for this product For detailed information on specific product configurations, see _ _ tg131etrlc test r@ppr[5. Type 2 Type 3 Type 4 Wide Type 4F Page 6/13 Re, 01/12/22 SEA-VIPER-S-SPEC Type 50M Type 5OW O 2022 Beacon Products, a division or Hubbell Lighting, Inc specifications subjeato change without notice 7��R�t �) HUBBELL 701 Millennium Boulevard - Greenville, 8C 29607 / Tel 864,678.1000 / Website www.beaconproducts mm A�1J!!� Lighting Submitted by JTH Lighting Alliance Catalog Number: Type: Job Name: VP-2-320L-145-3K7-3 LIGHTING St Therese Senior Living AA3 IthALLIANCE Notes: JTH22-41895 VIPER Area/Site VIPER LUMINAIRE SIZE 1 SIZE 3 16.76 21.76 1 3,R8 3d.R7 3RB DATE: LOCATION: _ TYPE: PROJECT: CATALOG N: SIZE 2 SIZE 4 EPA Single Fixture 0.454 0.555 0.655 0.698 1 Two at 180 0.908 1.110 1.310 1.396 m � Two at 90T 0.583 0.711 0.857 Q948 Three at 90 1.037 1.266 1.512 1.646 Three at 120 0.943 L155 1.392 1.680 (000 �JC Four at 90 1.166 1.422 1.714 1.896 2680 3.Ra 3&4S � i 3C8 Weight Ibs kgs VP1(Size 1) 13.7 6.2 VP2 (Size 2) 16.0 7.26 VP3 (Size 3) 25.9 11.7 VP4 (Size 4) 30.8 13.9 Page 10113 Rev. 01/12/22 © 2022 Beacon Products, a division of Hubbell Lighting, Inc Specifications subject to change without notice HUBBELL BEA-VIPER-S-SPEC 701 Millennium Boulevard • Greenville, SC 29607 / Tel 864678.1000 / Website www.beaconprodumcom (Lighting Supmitwd by JTH Li hli ng Alliance Job Name: IthLIGHTING St Therese Senior Living ALLIANCE AM VIPER Area/Site VIPER LUMINAIRE ADDITIONAL INFORMATION (CONTINUED) J umber: L-145-3K7-3 Notes: DATE: LOCATION TYPE: PROJECT: CATALOG #: HOUSE SIDE SHIELD FIELD INSTALL ACCESSORIES VPR2x HSS-90-B-xx VPR2x HSS-270-BSS-xx VPR2x HSS-360-xx ' ' r 4 i 1 VPR2x HSS-90-F-xx l I o I i VPR2x HSS-90-S-xx VPR2x HSS-90-S-xx VPR2x HSS-270-FSS-n I r 1 V VPR2x HSS-270-FSB-M VPR2x HSS-270-FSB-xx AA3 JTH2241895 Page 12113 Rev. 01/12122 © 202213— Prca.,[1L a division of Hubbell Lighting, Inc Spntlflcations subject to change without notice. IMIJBBELL p� oee r 6EA-VIPER-S-SPEC 701 Mlllenn,um 0--g-0 • Greenville, SC 29607 /Tel85a VS1000 / Website w vbeaconproducls.com Lighting Submitted by JTH Lighting Alliance Catalog Number: Type: Job Name: FLINDT BOLLARD 43.3 INCH thLIGHTING St Therese Senior Living NATURAL ALUM PAINT BB ALLIANCE Notes: JTH22-41895 Specification sheet Flindt Bollard Project name: e 4.s^ ' H Project type: 0 4.5" H Notes: ano' I I y I I I Design .I Christian Rlr& Product description aesudhly crafted slender past with a carved surface bvd is geitly illuminated. Top aactim cmceels dcwnwad facing LEDs that are pwlboned for wide dlsblbutim Two hor'va tal cannectim Ines underline the tlree parts d the bellard. A facet Inch w the visibility of ft c rrmtlm lines. Available In two helghts, 43.3 IN and 31.5 RJ. Available In three dltrered mounting meemds: with an 11 Inch base plate and visible anchor belts, wiRr InternallyNddm anchor bolts, a direct burial In sell m gavel. Part d a fandy. Mounting options: Direct burial, outer flange, or hidden anchorage. Flange includes (4) anchor bolts 0112" x 15" long, Galvanized Steel. To be set in concrete pad on 011" baseplate with 08.9" bolt circle at 90°. Hidden anchorage includes (3) anchor bolts M8 x 14" long, Galvanized Steel, to be set in concrete pad on 03.5" bolt circle, not evenly spaced. Fixture head rotates horizontally +/-5°. Variant options Ddmrnslon cnlar Mwrding Light source Lumen Voltage frequency 31.51N 0 Catm cdor Post w/anchorage unit 15W LED43OWK 536 12427TIiE0FR 43.3 IN © Neural paint alaninum Pest wAsae plate 15W IFFIIrr =K so Post w/direct bulal 576 sw Specification notes a Direct burial rncurtlng ahy available with 43.3' slm iouis pouisen 0 Lowe Pwlsan 2019 louispoulsen.com Submitted bv JTH Liahtina Alliance Catalog Number: Type: Job Name: FLINDT BOLLARD 43.3 INCH ��LIGHTING ISt Therese SeniorLlving NATURAL ALUM PAINT BB ALLIANCE Notes: JTH22-01895 Specification sheet 2/3 Flindt Bollard Light description The lundrulre provides a non glaring wide ch&adedsk asymmeMcal and functional BWmUuEon. The design of the cut-out creams a relledar pert vAch Is gredusily Ilurninsted to emphasize the depth In the lurnlreim The cutout reflector and manse location d the LED's prevldw an wing• haped light pattern on the good. A white highly rallective —darld around the , We armoe a wide di wbutim of light and high elfloacy. The cutout reflector pad can be adjusted x 1Ir alter Irstalatioh to fine tune allguosrd d several IurNnal— and light dlsMbudm. Standard OCT In 3000K a 4000K cadrdled by decbmlc dlmnneble driver. Mounting Top section lousing holds drier and LID's connected with gWckdleconect plug for easy servlcing. Temdnel dock Is located In the reflector section Thu ruing approved. Suppled with IP33 (watan11" dads to -eel mld-s dim for peas thu wfdng. Mounted to a cmcram base with (4) anchor bole on a bolt circle d lie Inds-. Information Electrical: SyaMn Watmga: 15W Lon Wattage: 14W 6divcha]1�nv�f a" r:u1 ��: Efficacy: 35.7dg.4 InuW Cart .Mors: Wet Location Ratectlnn class IP65 IK alms 10 BUG Rating BGJJ2-Gl Caadlabllfly: 0-1UV Morning Mn.-M . Ambmrd Temp: -40°C to +70'C Oda Rendedrng RaaW Other functions Alternative taunting options include an 110 base pieta, a hidden anchor base afor dhect burial. LED In 2700K a 3500K. Nrmer LED mallable for sea turtle nesting areas. Glstan finishes. C state pole heights. Alternative dlmming caods, Including whelesa systems. Voltage 120.277V/T#2 Light distribution diagrams For tine full deco set on ell varter015, see louispoUlmn.aom. Cadesmn lad - loins poulsen Material Top and reflector part Cast ahuNnum Post ExbWed akunlnsn 0. 140 thick. Dffosx Inaction mdded U. V. steblllaed dear pdycarbands. Internal sbuctm balm: Galvanized steel 0. 23" thlrk. Internal ydatianul plate: Cast dmdnurn 0. 2r thick Anchor bole: Hotdlpped galvanized steel anchor bole lhmdla X15% Standard finish are matte, Lofted surface powder coat with ndninuen 2 rdls thickness In caten calm a neturol painted ekrNnurn. Weight r cn' 15.7121as M-: You 13 ill: Dimensions 31.5 IN. 43.31N Finish Cater cda, Nehuel paid alundnum polar Bug 0 Lads Poulson 201E louispoulsen.com Submitted by JTH Li2hting Alliance Catalog Number: FLINDT BOLLARD 43.3 INCH Type: Job Name: ��LIGHTING St Therese Senior Living NATURAL ALUM PAINT 88 ALLIANCE Notes: JTH22-01895 Specification sheet 3/3 Flindt Bollard Variant options Dimension Color NiourNnp Llpld source Lumen Voltage frequency Variant number 4&31N ® Noted Paid dirdmrn Post w/—,—pv udt 15W LED/3000K 591 120-277V/60FV 10000139074 4&31N ® Natural paint dunlnum Post wA— plate 15W I ED.rd000K 578 120-277V/60FV 10000126M 4&31N ® Natural paint durninum Pod wA ase plate 15W LED/4000K 591 120-277V/60FG 10000126946 4&31N Natural paid dudnum Post w/dlmct bold 15W LE 131MIK 678 120-277VA00 lDDD0126047 4&31N ® Natural pall dudnumr Post w/dtect burial 15W LED/4000K 591 1211-277V/f#Q lDODD126M 4&31N , Coden odor Pont w/baea plate 15W LED900DK 536 120-277V/60FV 100DD135W 4&31N 19 certain odor Poet w/dlrert bold 15W LEII9000K ISM 120.277VAMM lDDD0135M 4&31N 0 Cortan War Peat w/bne plate 15W LED(4000 ( 548 12D-277VBOF17 10DD0135836 43.31N • Certain cdor Post w/dlrart braid 15W LED/4000K 546 12o-277VrdW 10DD013SM7 31.61N iV Cotten color Post wol s plate 15WUMV300DK 5W 12D.277V/T#R 1DOt111139W4 31.6 IN I3 Natural paid aludnun Peet wdeea plate 15W LED/d000 ( 578 120-277V/60FV 10000139W7 31.5 IN corten odor Pod unit 15W UMMOODK 536 120-277MMI-17 1ODDD139066 31.51N © Nature] pant duninum Peat wlerc.,*�W unit 15W Im900DK 578 120.277VMHZ 10OW139D69 31.61N certan color Post w/bese plate 15W LED(400DK 540 120-2MMOW 1ODD0139XO 31.51N Q Natant paid dudnun Poet w/beae plate 15W LED(40m01( 561 120-277V/60FG 10000139071 31.51N is Carton odor Poet wl—lnrape unit 15W LED14000i( 540 120-277VAOFV 100DO739= 31.5IN 1a Natural paid aluminum Poet w/wxhv lr unit 15W LED(400OI( 591 120.277V/60F¢ 10000139M 43.31N cot- odor poet wt..borape unit 15W LEWOOOK so 120-277V/fi0F¢ 10000139073 4&31N Corten color Peat elan f—g. unit 15W LEIY4000K 549 120.-277V/SDFV 100D0139075 4&31N Natural paid dudnum Post wlndrora)p unit 15W LED/4000K 591 120-277V/WFV 10000139076 iouis poufsen L-: P�dm, 2D10 louispoulsen.com DRAINAGE AND UTILITY EASEMENT TO BE VACATED That part of the Drainage and Utility Easement dedicated over, under and across Lot I, Block I, Saint Therese Addition, according to the recorded plat thereof, Hennepin County, Minnesota, lying northerly and westerly of a line described as commencing at the most easterly southeast corner of said Lot I; thence on an assumed bearing of North 89 degrees 51 minutes 43 seconds West, along the south line of said Lot I, a distance of 261.99 feet; thence North 00 degrees 08 minutes 17 seconds East 83.00 feet to an angle point in said Drainage and Utility Easement and the point of beginning of the line to be described; thence North 66 degrees 33 minutes 51 seconds East 33.60 feet; thence North 72 degrees 13 minutes 27 seconds East 28.52 feet; thence North 19 degrees 41 minutes 59 seconds East 18.52 feet; thence North 14 degrees 40 minutes 50 seconds West 35.08 feet to a point on the northwesterly line of said Drainage and Utility Easement and said line there terminating. SHEET 1 OF 2 93-202-8 T.118, R.21, S.06 93202B-ESMT VAC.dwg NON I hereby certify that this sketch, plan, or report was prepared by me or under my direct supervision and that I am ❑ duly Licensed Land Surveyor under the laws of the State of Minnesota. Dated this 22nd day of June, 2022 SUND AN SURVEYI LLC By: — __ _ _ --- A lee J. Carlson I'.L Minn. Lic. No. 44900 S ���E 9001 East Bloomington, Min Freeway 420 • Suite 118 Bloomington, Minnesota 55420-3435 952-881-2455 (Fox: 952-888-9526) 'IS LAND SURVEYING www.sunde.com VACATION SKETCH FOR: SAINT THERESE A 1 A / T Q 6 fit' 41 L_ l/ / Jtiry A CID I % L— / \ L— L_ N 19° 4`1 E ANGLE POINT IN THE DRAINAGE 18 52 PROPOSED DRAINAGE AND UTILITY AND UTILITY EASEMENT PER PLAT EASEMENT TO BE VACATED OF SAINT THERESE ADDITION, P.O.B AREA = 1,655 SQ.FT. J J J SHEET 2 OF 2 S82`53,31 W yes. E 3`3s0 3$/F PLATDRAINAGE AND UTILITY EASEMENT PER OF SAIINTTHERESEADDITON w r- -o1 �0c f, ,DOl 0 z SOUTH LINE OF LOT I � o 261.99 N89 °5 / '43 "W 369.64 / \ % A v T �� [N89 °4 / 'S7 "W PLAT] > / A /\eLVL/ 0 40 80 SCALE IN FEET 93-202-8 T.118, R.21, 5.06 932028—ESMT VAC.dwg NDN A n rn / -7— / /-1 A / / I L-1 LU / / / L/ / V DRAINAGE AND UTILITY EASEMENT PER PLAT OF SAINT THERESE ADDITION — b MOST EASTERLY SE CORNER OF LOT I, BLOCK I, SAINT THERESE ADDITION SUNDE 9001 East Bloomington Freeway (3• Suite 118 Bloomington, Minnesota 5542020-3435 952-881-2455 (Fax: 952-888-9526) LAND SURVEYING www.sunde.com J 0 Hennepin County Property Map Date: 6/30/2022 -.l s . .. •' � ..,tee y -. _ i r 1 inch = 400 feet PARCEL ID: 0611821410030 OWNER NAME: St Therese Home Inc PARCELADDRESS: 8000 Bass Lake Rd, New Hope MN 55428 PARCEL AREA: 11.34 acres, 493,760 sq ft A T-B: Both SALE PRICE: SALE DATA: SALE CODE: ASSESSED 2021, PAYABLE 2022 PROPERTY TYPE: Apartment HOMESTEAD: Non -Homestead MARKET VALUE: $16,918,000 TAX TOTAL: $331,586.26 ASSESSED 2022, PAYABLE 2023 PROPERTY TYPE: Apartment HOMESTEAD: Non -Homestead MARKET VALUE: $16,928,000 Comments: This data (i) is furnished AS IS' with no representation as to completeness or accuracy; (ii) is furnished with no warranty of any kind; and (iii) is not suitable for legal, engineering or surveying purposes. Hennepin County shall not be I iable fo r a ny damage, injury or loss resulting from this data. COPYRIGHT C HENNEPIN COUNTY 2022 NORTHWIST ASSOCIATED CONSULTANTS,, INC, 4150 Olson Memorial Highway, Ste. 320, Golden Valley, MN 55422 Telephone: 763.957.1100 Website: www.nacplanning.com PLANNING REPORT TO: Jeff Sargent FROM: Alan Brixius DATE: June 29, 2022 RE: City of New Hope - St. Therese Redevelopment Rezoning from R-5 to PUD FILE NO: 131.01 - 22.03 BACKGROUND St. Therese Senior Care Facility proposes to redevelop its existing campus, located at 8000 Bass Lake Road in New Hope. The submitted redevelopment plans call for the following: Phase 1: A. Remodel the existing seven -story assisted living apartment building 294,000 SF) B. Construct a new independent apartment building (+/- 90,000 SF) Phase 2: A. Replace half of the existing skilled nursing home (+/- 70,000 SF) B. Replace second half of skilled nursing home (+/- 79,000 SF) Phase 3: Replace the existing Town Center (+/- 17,000 SF) The subject site is zoned R-5, Senior and Disabled Residential, which makes an allowance for the following uses, all of which are included in the proposed redevelopment plan: • Senior housing - Permitted use • Physical disability therapy - Permitted use • Long -Term care facility - Conditional use permit • Adult Daycare - Conditional use permit • Commercial accessory to senior housing - Conditional use permit To accommodate the various proposed uses and site modifications, the rezoning of the site from R-5, Senior and Disabled Residential to Planned Unit Development (PUD) is necessary. This report is formatted to incorporate Planning Staffs initial project review comments, the applicant's responses to the initial Staff comments (highlighted in red), and Staff comments regarding the adequacy of the applicant responses. ANALYSIS Lot Area, Width and Setbacks The following lot size and setbacks are applicable within the R-5 zoning district: Required Proposed Compliant Lot Area 15,000 s . ft. 11.34 Acres Yes Lot Width 100 ft 294 feet Yes Building Setbacks: Proposed Compliant -...Required Arterial/Collector Street Setback South 30 ft 270 ft Yes Rear Yard North 30 ft 28 ft No* Side Yard Interior (West) 15 / 20 ft 52 ft Yes Side Yard Interior (North Central) 15 / 20 ft loft No* Side Yard Arterial/Collector 25 ft 23 ft Yes Street (East) With the exception of the north and north central setbacks, all applicable lot area, width and setback requirements of the City have been satisfied. To be noted is that north and north central setbacks abut the New Hope Golf Course and represent an existing condition which will not change. In this regard, the existing setbacks are considered legal non -conforming conditions. 2 Demolition Plan Plan C1.1 and C1.2 illustrate site demolition. 1. The demolition plan illustrates the removal of parking lots. It is our understanding that St. Therese will continue operating during site construction. This plan must include demolition staging to ensure adequate parking remains for residents, staff and visitors during site construction. If off -site parking is needed, it must be described as part of the development application. Applicant Response: A Civil and Landscape Phasing Plan and Narrative is provided. Staff Comment. While the submitted phasing plans illustrate parking areas which are to remain during various construction phases, it is not clear how many stalls will be available for residents, staff and visitors during each phase of construction. This must be clarified as a condition of project approval. The applicant's narrative indicates that 128 off -site parking spaces will be available for contractors during all three phases of construction. For all three phases, off -site parking will be made available from the adjacent retail mall site located south of the site (28 stalls), stalls located across Bass Lake Road (50 stalls) and from the Church of Raphael parking lot (60 stalls with shuttle service provided). 2. The demolition plan calls for clear -cutting much of the site of trees surrounding the building construction area. The landscape plan addresses mitigation. The demolition plan must describe the removal of debris from the tree cutting. Applicant Response: Keynote 9 has been modified to include this language. Staff Comment. The demolition plan and erosion control plan (C1.1) have been modified to address the debris removal requirement. This is acceptable. 3. A staged restoration plan must also be provided that illustrates the timing and finished condition of each stage of development. This will allow the City to understand what areas will be finished and what areas will be disturbed over the full term of the project. Applicant Response: A Civil and Landscape Phasing Plan and Narrative is provided. Staff Comment. While the submitted staging plans appropriately illustrate construction limits for all phases of development, it is recommended that the applicant provide information related to the expectant timing of the completion of each construction phase. 3 4. The City will require a construction staging plan that illustrates site access and parking for construction vehicles. area for the receipt and storage of construction materials and equipment, parking for construction workers, location of construction dumpster, and site clean-up measures during the project term. Applicant Response: A Civil and Landscape Phasing Plan and Narrative is provided. Staff Comment. The submitted narrative specifies the location of construction staging areas and access locations for each construction phase. Site clean-up measures have not however, been addressed. Utility Plan - C3.0, C3.1, C3.2 1. The plan shows water service on the east side of the proposed building. Where are the utility services to the existing buildings? Is this the only water service into the building? The plan must show the location of all the FDCs. Applicant Response: A Civil and Landscape Phasing Plan and Narrative is provided that illustrates how utilities will be connected, and to which buildings. Additional service connections are shown on C3.0, C3.1 and C3.2. FDCs are now shown on these sheets. Staff Comment. Water service connection locations have been illustrated on utility plans C3.0, C3.1 and C.3.2. Likewise, such plans also identify fire department connections (FDC's). The applicant has submitted a fire hydrant separation plan (C3.3). Such plan shall be subject to review and approval by the Fire Department. 2. The water main within the west driveway appears to dead end north of filtration tank 1. Does this line provide service to the building? Applicant Response: A Civil and Landscape Phasing Plan and Narrative is provided that illustrates how utilities will be connected, and to which buildings. Additional service connections are shown on C3.0, C3.1 and C3.2. FDCs are now shown on these sheets. The fire protection line shall be looped externally and will have building connections at the existing apartment building, the future apartments, and the Phase IIA building addition. Fire protection shall be internally plumbed to the proposed additions. Hydrant leads will tee off from the looped fire protection main. Staff Comment. While considered a positive change, the external fire protection loop shall be subject to review and approval by the City Engineer and Fire Department. 4 3. All fire hydrants and FDCs must be accessible year-round. Applicant Response: Striping and signage are provided to create a fire lane in front of hydrants and FDCs. Staff Comment. It is recommended that this condition, related to year-round fire hydrant accessibility, remain of condition of project approval. 4. The installation of underground filtration tanks will require an ongoing maintenance agreement with the City. Applicant Response: Noted, City to provide maintenance agreement. Staff Comment. As a condition of project approval, the applicant will be required to enter into an ongoing maintenance agreement with the City. Parking Plan - C4.0, C4.1, C4.2 1. Northeast Parking Lot: Some of the stalls do not meet the City standard for parking stall depth (stalls 17.2 and 18 feet deep). This is an existing condition and legal non -conformity which will remain. The City will require a snow removal/storage plan for undersized stalls. Applicant Response: Parking and pavement layouts have been modified to meet City standards. Staff Comment. The applicant has modified the landscape plan to specify snow storage locations. 2. East Central Parkin Lot Plan C4.1 : The parking lot along the north side of the main drive. • The parking stalls along the building are 16 feet in depth. These shall be lengthened to a minimum of 18 feet exclusive of the sidewalk overhang. Applicant Response: Parking and pavement layouts have been modified to meet City standards. Staff Comment. Parking stalls with insufficient depth in the east central parking area have been reconfigured meet the minimum dimensional requirements of the Ordinance. • The south parking stalls in this area are separated by a 2.8' curb island from the main drive. Examination of C4.5 truck movements show larger trucks jumping the curb and encroaching into these parking stalls. 5 Applicant Response: Parking and pavement layouts have been modified to meet turning movement requirements. Staff Comment. This concern has been adequately addressed buy the applicant. 3. West Parking Lots (Plan C4.2): The parking lots show 18-foot-deep stalls. A snow removal and storage plan is required for stall depths of less than 19 feet. Applicant Response: Parking and pavement layouts have been modified to meet City standards. Staff Comment. Parking stalls in the west parking lot have been modified to meet the minimum dimensional requirements of the Ordinance. The west parking area along the west lot line proposes 60-degree angled parking. By code, 60-degree parking is required to have stall dimensions of 19 feet 2 inches between wall and aisle. The plan shows only 16 feet between curb and aisle. This 16-foot dimension will likely have parked cars extending into the drive aisle. An option to be explored is to sign and design traffic movements around filtration tank as one-way circulation. Applicant Response: Parking and pavement layouts have been modified to meet City standards. Angled parking has been removed for perpendicular, and the driveway has been widened to accommodate bi-directional travel. Staff Comment. This concern has been addressed by the applicant. • The west parking lot has the curb line five feet from the west lot line. This meets Code. Applicant Response: Noted. Staff Comment. No changes to the plan set related to the curb setback along the west property line are necessary. 4. The parking areas will meet the City standards for curbing and pavement. Applicant Response: Noted. Staff Comment. The preceding will be made a condition of project approval. 5. Under Building Parking ■ Building Phase 1A, (Plan A2.01) provide a layout out and parking stall count for the parking garage. Applicant Response: We don't have the layout of the existing garage currently since we are not touching this area, but the owner informed us there are 66 parking stalls. Staff Comment. As requested, the number of underground stalls (66) has been provided by the applicant. Plan A2.01 has not however, been modified to illustrate individual parking stalls. As an existing condition, it is not considered necessary to provide the stall layout of the underground parking garage. • The plan must be revised to illustrate access to the indoor parking of Building Phase 1 B. Applicant Response: This has been added. Staff Comment. While shown on the submitted civil plans, the landscape plan does not illustrate the referenced indoor parking access drive. The submitted plan set should be modified such that all Phase 1 B plans illustrate the indoor parking access location. Parking Count - C4.3 Plan set C4.3 indicates that the site has 210 exterior parking stalls, and the proposed plan has 181 parking stalls. This is a reduction of 29 parking stalls. Applicant Response: Parking counts have been updated per this submittal. See parking counts on the phasing plan and pavement plans. Staff Comment. The following is summary of exterior parking stalls which are proposed by individual phase (as per the submitted phasing plans): Phase Total Exterior Spaces ADA Spaces 1 B 182 8 2A 244 j 4 2B 218 8 3 184 8 To be noted is that Phase 1A development calls for the remodeling of the existing seven -story building and no impacts on the exterior parking supply are anticipated. The New Hope Zoning Code has the following parking requirements: 7 Senior and Disability Housing: 1 stall per unit plus 1 stall per employee maximum shift. Convalescent homes, Rest homes, Nursing homes: 1 stall per 4 beds plus one stall per employee maximum shift. The applicant shall provide a calculation of required parking using the City standards and provide a total count of all exterior and interior available parking on site. Provide a narrative outlining resident counts, employee counts, visitor parking and the basis for the proposed parking supply. The City must approve the final parking stall count for the site. Applicant Response: The applicant has provided the following parking supply calculation for the site. As shown below, a total of 469 off-street parking spaces are required of the proposed use: Use I Ratio I Re uired Stalls Independent Living (230 units) Nursin Home (175 beds Employees on peak shift (195 employees) Total Stalls 1 stall per unit 1 stall per 4 beds 1 stall per employee 230 44 195 469 Staff Comment. According to the applicant's narrative, 314 off-street parking stalls presently exist upon the subject site, 66 of which are underground spaces. Based on past experience with similar projects, the applicant has concluded that slightly less than half of all independent living residents have a vehicle on site. With this in mind, the applicant believes a more accurate parking supply requirement of .5 stalls per unit would be more appropriate for independent living units (as opposed to the City's requirement of one stall per unit). Upon project completion a total of 283 parking stalls are proposed, 93 of which will be underground stalls. Thus, a net reduction of 31 parking stalls is proposed. The Institute of Transportation Engineer's (ITE) Parking Generation manual suggests 0.5 parking spaces per unit for "congregate care facilities" uses which is consistent with demand anticipated by the applicant. The referenced Parking Generation manual describes a "congregate care facility" as follows: I Independent living developments that provide centralized amenities such as dining, housekeeping, transportation and organized social/recreational facilities. Limited medical services (such as nursing and dental) may or may not be provided. Based on the preceding ITE information, the proposed parking supply appears to be acceptable. The City has had issues with on -street parking associated with St. Therese in the past. As a condition of PUD approval, the City shall reserve the right to reexamine the parking supply for St. Therese if parking occurs on -site outside of the designated parking stalls or if the site become reliant on the on - street parking to meet their parking needs. Additional on -site or off -site parking may be required by the City, if the on -site parking supply proves to be insufficient. Flexibility from the parking supply requirements of the Zoning Ordinance will be accommodated via the PUD. Truck Access Plan - C4.4, C4.5 1. Plan C4.4 illustrates the truck circulation for a 47-foot-long tower fire truck. The plan shows access where the truck movement through the site will jump curbs, sidewalk, and may compromise parking areas. The site plan shall be revised to adjust curb and sidewalk locations and designs to reflect the anticipated truck movements. Applicant Response: Parking and pavement layouts have been modified to meet turning movement requirements. Staff Comment. While the site plan has been adjusted to better accommodate fire truck turning movements, it appears that movements within the east central and west central parking areas may slightly encroach upon parking stalls and curbs. As a result, it is recommended that the site plan be adjusted to provide additional area for fire truck turning movements in such area. In contrast to the original plan submission dated 6/9/22, the updated fire truck turning movement diagram does not illustrate fire truck turning movements in the drop-off loop located in the southwest corner of the site. Fire truck access to the drop-off loop is necessary to ensure fire safety, the turning movement diagram must be revised to illustrate fire truck turning movements in such area in a manner which does not encroach upon off-street parking stalls and drive aisle curbing. 2. Plan C4.5 illustrates the ambulance and semi-tractor/trailer movements through the site. The semi -truck movements show that the vehicle will encroach onto the curb on both sides of the east main entrance. They need to redesign the east N central parking lot (adding depth to the parking stalls will further impact the truck movements). This issue may be resolved by: • Shifting the main east drive south • Widening the main east drive • Relaxing the curb radius at the loading areas egress. Applicant Response: Parking and pavement layouts have been modified to meet turning movement requirements. Staff Comment. The east central parking lot has been redesigned to accommodate semi -truck turning movements. Some concern does, however, exist related to ambulance turning movements in the southwest drop-off area where it appears that such movements may slightly encroach upon perimeter curbing. It is therefore recommended that the site plan be adjusted to provide additional area for ambulance turning movements in southwest drop-off area. 3. The site plan must identify the location and design of trash/recycling equipment. Said plan must illustrate garbage truck access and egress. Applicant Response: Turning movement layout now includes a garbage truck. Staff Comment. The turning movement diagram on Plan C4.5 has been modified to illustrate the trash/recycling equipment location and garbage truck movements in a satisfactory manner. Landscape Plan - L0.0, L1.0, L2.0, L3.0 1. The site demolition plan calls for existing tree removal for this site development. Plan L0.0 cites the tree mitigation requirements and notes that total tree inches to be installed will exceed City requirements. Applicant Response: Agreed. Staff Comment. The landscape plan indicates that a total of 313 significant tree inches are to be removed which will require mitigation. In this regard, the plan states that a total of 157 tree mitigation inches are owed. This requirement has been satisfied as a total of 193.5 tree inches are proposed upon the subject site (see Plan L6.0 for calculation). 2. The grading plan shows grading in close proximity to trees to be saved. The landscape plan and/or demolition plan must identify the proposed tree preservation measures that will be used on -site to protect the trees to be saved. 10 Said measures shall be installed around trees to be saved prior to beginning demolition and site grading. Applicant Response: Noted. A Tree Preservation Plan has been added to the plan set. It can be found on Sheet L0.1. Staff Comment. The landscape plan (Plan 10.1) has been expanded to include details related to tree protection measures. 3. Landscaping near the site entrances onto both Bass Lake Road and Winnetka must protect traffic sight lines. This also includes sign placement. Applicant Response: Understood. 30' sight triangles have been added to the proposed Winnetka entrance on Sheet L2.0. 30' sight triangles have been added to the proposed Bass Lake entrance on Sheet L3.0. Proposed trees and proposed monument signs have been moved out of the sight triangle areas. Staff Comment. While the requested traffic visibility triangles have been illustrated on the landscape plans, the majority of the area shown within the triangles lies within public rights -of ways - as they have been measured from the curb line rather than the property line. The traffic visibility triangles shall be measured along property lines and reconfigured accordingly. The protection of sight lines within the adjusted traffic visibility triangles will be required as a condition of project approval. 4. The landscape plan L0.0 legend identifies the plan species, number, and sizes which meet City Code. Applicant Response: Agreed. Staff Comment. No changes to the landscape plan in this regard are necessary. 5. The landscape plan illustrates turf replacement, including new sod where manicured lawns are proposed, and a native seed mix around the ponds. Applicant Response: Agreed. Staff Comment. No changes to the landscape plan in this regard are necessary. 6. The applicant shall provide a staged landscape plan to show the timing and competed condition of landscaping with each stage of development. 11 Applicant Response: Understood. The landscape phasing closely follows civil phasing. A landscape phasing narrative can be found on the civil Phasing Plan on Sheet C4.6. Staff Comment. The referenced landscape phasing narrative basically notes that landscaping work will follow the civil site work for the various phases of development. The narrative specifically notes that a vegetated buffer will be planted around the site's pond following the Phase 2A civil work. Lighting An exterior lighting and photometric plan must be provided that identifies the location and light fixtures if all exterior lighting proposed with this development. Photometric plan must be provided illustrating compliance with the City minimum and maximum required light levels. The light plan shall meet the requirements of Section 4-3(d)5 of the New Hope Zoning Code. Applicant Response: A lighting plan is provided. Staff Comment. As required, a photometric lighting plan has been provided for review. The plan demonstrates compliance with the City's maximum lighting standards at the perimeter of the property (one footcandle as measured from the right-of-way line). While light fixtures are to be appropriately hooded with a 90-degree cut off design, the proposed height of such fixtures (28 feet) exceeds the maximum 25- foot height requirement of the Ordinance. As a condition of project approval, freestanding light fixtures must not exceed 25 feet in height. Building Plans Seven Story Remodel 1. Building meets R-5 building height allowance. 2. Does not meet required R-5 rear yard or side yard setback. Legal non- conformity. 3. Plan must show the location of trash and recycling handling equipment. Applicant Response: Trash and recycling will be in the buildings as it exist now on the lower level. We do not intend to touch this area in the remodel. Staff Comment. The location of the trash and recycling handling area is shown of Plan C4.5 which also illustrates garbage truck turning movements. 12 4. Provide a layout of underground garage parking with the number of parking stalls. Applicant Response: See response above. Staff Comment. As an existing condition, the submission of a layout of the underground parking area is not necessary. Phase 1 B Plan A0.1 Building Data - the total unit count is 50 units (for independent living seniors). The table totals to 40 units. Applicant Response: We have changed the count to match. Staff Comment. The applicant has satisfied this condition. 2. Plan A2.01 — The underground parking is properly dimensioned to meet Code. The site plan must illustrate the access drive into the underground parking. Applicant Response: We have added the drive to the garage and have dimensioned the stalls and driving lane. Staff Comment. While Plan A2.01 has been changed to illustrate the referenced underground parking access drive, the same change should be made to the submitted landscape plans. Phase 2A and Phase 2B 1. The resident data shows a unit count of 78 units. Floor plans have an 80-unit count. Applicant Response: We have 80 beds in each Phase. 76 private rooms and 2 semi -private rooms (2 in a room) for a total of 78 private rooms. Staff Comment. Plan A2.0 references a total of 78 private rooms as described by the applicant. 2. Phase 2A consists of memory care and transitional care. Please provide a definition of "transitional care." Applicant Response: Transitional Care is a short stay while recovering from a procedure of sickness. Staff Comment. The applicant has satisfied this request. 13 Building Elevations The building exterior elevation appears to meet the following New Hope Design Guidelines for multiple family developments: 1. The building elevations provide varying materials and colors to define the building base, middle, and top. 2. Varying materials, color and undulating facades establish vertical modules that break up the building mass. 3. Windows and entries comprise more than 20% of the building facades. 4. Applicant's site and building plans must illustrate the location, type, and size of mechanical equipment. Said mechanical equipment must be screened from adjoining streets and properties. 5. Exterior building materials are proposed to consist of face brick matching the existing building and cement board and batten products. 6. The site plan provides a private landscaped common area with pedestrian trails and sidewalks. Applicant Response: No applicant responses have been provided. Staff Comment. As indicated above, the applicant has satisfied the City's Design Guidelines for multiple family developments. Pond / Easement: 1. Building (Phase 2B) encroaches into the pond easement and required setback from the pond. This will require the vacation of a portion of the pond easement and PUD flexibility to allow the reduced pond setback. • Applicant must provide a legal description of that portion of the pond easement to be vacated. Applicant Response: A legal description of the pond easement vacation is provided. Staff Comment. The applicant has provided the requested legal description for the pond easement vacation. The provided easement description will be subject to review and approval by the City Engineer. • The City Engineer shall comment on the pond / wetland buffer size and design. 14 Applicant Response: No applicant responses have been provided. • Staff Comment. As a condition of project approval, the City Engineer shall comment on the acceptability of the pond / wetland buffer size and design. Sidewalks While the site plan includes numerous internal sidewalk connections, it is recommended that sidewalk connections from the front of the main entrance (circular drive) to Winnetka Avenue be provided. Additionally, it is recommended that a sidewalk connection to Bass Lake Road also be provided (possibly in the southwest corner of the subject site). Grading, Drainage and Utilities Issues related to grading, drainage and utilities shall be subject to review and comment by the City Engineer. PUD Agreement As a condition of project approval, the applicant must enter into a PUD agreement which will, among other things, will document the terms of City approval. RECOMMENDATION Generally speaking, the proposed St. Therese redevelopment project is considered well -conceived and fulfills the intentions of the City's Comprehensive Plan, Zoning Ordinance, and Design Guidelines for multiple family residential projects. Therefore, based on the preceding review, Planning Staff recommends approval of the rezoning of the subject site from R-5, Senior and Disabled Residential to PUD, Planned Unit Development and Development Stage PUD subject to the following conditions: 1. The applicant shall clarify how many off-street parking stalls will be available for residents, staff and visitors during each phase of construction. 2. The applicant shall provide information related to the expectant timing of each construction phase. 3. The applicant shall provide a description of proposed site clean-up measures during construction activities. 15 4. The proposed the external fire protection loop and fire hydrant separation plan shall be subject to review and approval by the City Engineer and Fire Department. 5. All fire hydrants and Fire Department connections (FDCs) shall be accessible on a year-round basis. 6. The applicant shall enter into a maintenance agreement with the City which ensures ongoing maintenance of the proposed underground filtration tanks. 7. All parking areas shall meet the City standards for curbing and surfacing. 8. The submitted plan set shall be modified such that all Phase 1 B plans including, but not limited to the landscape plans, illustrate the indoor parking access location. 9. The City approves PUD flexibility to allow the proposed on -site parking count of 283 stalls. As a condition of PUD flexibility approval, the City reserves the right to reexamine the parking supply for St. Therese; if parking occurs on -site outside of the designated parking stalls or if the site become reliant on the on -street parking to meet their parking needs. Additional on -site or off -site parking may be required by the City, if the on -site parking supply proves to be insufficient. 10.The design of the east central and west central parking areas shall be adjusted to provide additional area for fire truck turning movements. 11. Fire truck access to the drop-off loop located in the southwest area of the site, must be demonstrated with a turning movement diagram shall be revised to illustrate fire truck turning movements in such area in a manner which does not encroach upon off-street parking stalls and drive aisle curbing. 12.The design of the southwest drop-off area shall be adjusted to provide additional area for ambulance turning movements. 13.Traffic visibility triangles shown in the plan set shall be reconfigured to be measured along property lines and not street curb lines. The protection of sight lines within such adjusted traffic visibility triangles shall be required. 14.The height of proposed freestanding light fixtures shall be reduced from 28 feet to 25 feet as required by the Ordinance. 15. The City approves the partial pond easement vacation to accommodate the construction the Phase 2B building. The submitted easement vacation description shall be subject to review and approval by the City Engineer. 16 16.The City Engineer provide comment and recommendation regarding the acceptability of the pond / wetland buffer size and design. 17. Sidewalk connections from the front of the main entrance (circular drive) to Winnetka Avenue shall be provided. 18. Issues related to grading, drainage and utilities shall be subject to review and comment by the City Engineer. 19. The applicant shall enter into a PUD agreement with the City. 20. Comments of other City Staff. 17 Stantec Consulting Services Inc. 733 Marquette Avenue, Suite 1000 Stantec Minneapolis, MN 55402 June 29, 2022 File: 193805550 Attention: Jeff Sargent Community Development Director City of New Hope 4401 Xylon Avenue North New Hope, MN 55428 Reference: St. Therese Senior Living of New Hope Dear Jeff, We have reviewed the revised site plans dated June 24, 2022 for the above referenced applicant and have the following comments: General: 1. The county road designation for Winnetka Avenue (north of Bass Lake Road) should be removed from the existing topography and utilities sheets from Sunde Land Surveying. 2. The applicant has submitted their information to the Shingle Creek Watershed Management Commission for review. The city and our office should be copied on their comments and the final permit issued by the watershed. 3. Due to the work being done within the Bass Lake Road (CSAH 10) right-of-way, a permit will need to be submitted to Hennepin County. It should be noted that Hennepin County may request additional drainage and utility easement from the applicant along CSAH 10. 4. Traffic control and sidewalk closures will need to be incorporated at various phases of the project. 5. A maintenance agreement with the city of New Hope will need to be processed and recorded for the various stormwater systems and best management practices (BMP's) on the site. 6. As -built plans of utilities and site work should be provided once the work is completed. Vacation Sketch 7. A sketch showing the vacation of a portion of the existing drainage and utility easement where a future building addition will be encroaching into the easement has been prepared and looks acceptable. A final agreement related to this vacation should be prepared by the city attorney and recorded at the proper time for this building expansion. Overall Selective Site Demolition and Erosion Control Plan Sheets: 8. We would defer to the city planner and Community Development staff on the tree removal and replacement discussions. We would note there is some grading shown on the southwest and southeast side of the wetland that may affect additional existing trees and the site engineer and landscape designer should confirm. 9. The removal of the existing watermain along Winnetka Avenue North is being done in two locations. In one location, the plan notes "cap water line 5 feet from water main'. In order to avoid having small pieces of live existing water main that are no longer being used, we Design with commun (3 June 29, 2022 Mr. Jeff Sargent Page 2 of 5 recommend the water main be removed up to the existing fitting and then capped in both of these locations. 10. Change the water main size for the service line crossing the street near the southerly entrance to 6" versus 8" water main. 11. There is a reference to a note 5 at the north end of Winnetka Avenue north on the east side of the roadway that should be confirmed. Overall Grading, Drainage, and Erosion Control Plan: 12. The emergency overflow (EOF) of the existing pond/wetland is noted along the north side of the pond on the grading plan, and the lowest elevation is 901.82 near the existing concrete sidewalk on Winnetka Avenue North. The 100-year high water level (HWL) of the pond is noted on the plans at 902.20. This elevation moves in and out of the existing drainage and utility easement in some locations but avoids any proposed future buildings. If the grading is changed on any future phases, the EOF and 100-year HWL will need to be reviewed. 13. Some retaining walls are over 4' in height and will need to be designed by a professional engineer. The applicant has acknowledged that note in their responses to comments. 14. The applicant has noted that no encroachment, fill, or excavation will be needed within the delineated wetland. 15. The city does MS4 erosion control inspections on low and high priority sites. Since the St. Therese site has an existing stormwater pond/wetland and it is less than a mile away from Meadow Lake that is impaired for nutrients, the city considers this a high priority site that involves weekly inspections until the site is stabilized. Sites can also be adjusted throughout the construction, and we can discuss that further with the applicant at various phases of improvements. 16. Double check the 902-contour ending location to the east of the existing building along the northerly entrance from Winnetka. 17. Due to the 3:1 slope between the new walk and the pond/wetland in a few locations, the applicant may want to consider placing a split rail fence or other landscape feature in the future. Utility Plan: 18. Due to the depth of the existing sanitary sewer in Winnetka Avenue, some of the gravity sanitary sewer piping and structures added to the revised plans are shallow, and the plans are noting insulation will be needed. The shallowest stretch of both existing and new sanitary sewer appears to be along the northerly entrance from Winnetka Avenue, and sanitary manhole 12 appears to be the shallowest structure. Since this shallow sanitary sewer has been in place for some time, we anticipate the new shallow sanitary sewer will continue to function similarly to the existing. Some type of pressure piping would need to be placed to get the sewer deeper in this location. Design with community in mind (3 June 29, 2022 Mr. Jeff Sargent Page 3 of 5 19. Crossings of shallow sanitary sewer next to storm sewer should also be insulated. 20. Public Works staff is requesting some type of sewage grinder be placed in the buildings before flushable materials are sent to the city's sanitary sewer system. 21. Connections to existing sanitary manholes should be core drilled and be made watertight to prevent Inflow and Infiltration (1/1). Some work may be needed on the existing bench and invert for the new sewer connections. 22. A new sanitary sewer manhole # 1 will be built over the existing 12" sanitary sewer. Public works will provide additional comments, but the construction of the new sanitary sewer manhole will need to be watertight to prevent 1/I. 23. The San #3 note is covered up on Sheet C3.1. 24. Gate valves should be relocated from the street to the boulevard areas on the new water service connections. 25. We will defer to the Fire Department on FDC locations, hydrant locations, and water main looping. 26. The developer is proposing the looping of the site water main with Phase III construction. Identification of fire flows at hydrants based on water main size before and after looping may provide useful information related to phasing and interim solutions. 27. Hydrant coverage is shown on Sheet C3.3. There is an existing hydrant along the west side of Winnetka and north of the St. Therese property that would cover part of the northeast parking lot but would not cover that whole lot. An additional hydrant located along the north entrance off of Winnetka near the parking lot would address some coverage gaps. 28. Site engineer to double check the two invert elevations on Storm Structure #19. 29. The site engineer should review if the flared end No 58 could be adjusted to be more perpendicular to the existing pond/wetland to minimize possible erosion. 30. Adjust plan sheet reference on "Refer to C4.2" to "Refer to C3.2." 31. We anticipate other state agencies may review site utilities (DOLT, etc.). Please forward comments to the city Public Works and Engineering departments on these other reviews. 32. SAC/WAC will need to be reviewed with the city building inspector. 33. The city of New Hope will want as -built plans. The city should be added to the note on Sheet C3.0. Povinq and Geometric Plan: 34. Walk was extended from the city right-of-way off of Winnetka Avenue North. Consideration should be given to continue to extend that walk along the south side to the new building entrance. 35. We will defer to the city planner and Community Development on the parking lot stalls and sizing. 36. We would recommend the radius of the southerly entrance at Winnetka be increased from the 5' currently shown to help with turning movements. 37. Sheet C4.2 lists a 9.5' wetland buffer and the landscape plan lists 10'. The site engineer should review if the 9.5' can be increased to 10' to meet the minimum buffer setback. Design with community in mind 5 June 29, 2022 Mr. Jeff Sargent Page 4 of 5 38. Adjustments have been made to the parking lots for various turning movements to address past comments. We recommend other staff weigh in on these revised turning movements. We see the WB-62 movement shows trucks entering from the south and exiting to the north. Staff should review if a south bound turning movement for a WB-62 should be added to help with any entrance layout design changes. 39. Fire roads are discussed on Sheet C4.6 during various stages. The width listed on Phase IIB for the fire road is 12'. We would defer to the Fire Department if that width and configuration will be adequate for fire roads at different phases. 40. See Sheet C4.7 and confirm if the phasing is noted correctly on Phase IB. Civil Details: 41. Delete detail 4/C5.1 since water services will be cut in and not wet tapped. 42. Add a note that the existing section on Bass Lake Road is 18" of class 5 and 7.5" of bituminous and Winnetka Avenue North is 12.5" of class 5 and 5.5" of bituminous per typical sections forwarded to the site engineer. 43. Add City Detail STR-8 to Sheet C5.2. Landscape Pony_ 44. A native seed mix has been supplied, and we will review with the watershed if acceptable. 45. When a monument sign is proposed in the future, site triangles can be reviewed. 46. The landscape designer and site engineer should review existing trees and grading on the southwest and southeast side of the pond. 47. Wetland buffer is not shown this time on the southeast side of the pond/wetland. H drocad Comments: 48. "Offsite" drainage area: Existing conditions time of concentration is 90 min. Proposed conditions time of concentration is 300 min. Provide an explanation for this difference or update the models so that they match. 49. The proposed stormwater treatment removed 72% of TSS, which does not meet the City's and watershed's TSS removal requirement of 85% over the entire site. The site engineer has noted that the current design is maximizing treatment for the treatable areas. We recommend: a. The city and watershed to coordinate on an approved strategy for this site since the site engineer is maximizing treatment for treatable areas. b. Some preliminary comments may be adding in -line treatment (SAFL Baffle or the Preserver) to the storm sewer system before flows leaving the site in non -treatable areas 3, 4, and 5. Suggested locations are at STRM #62 and the existing SMH at the north end of the parking lot (drainage area 4). Design with community in mind June 29, 2022 Mr. Jeff Sargent Page 5 of 5 If you have any questions or require further information, please call me at (612)-712-2021. Regards, New Hope City Engineer Dan D. Boyum c. Bernie Weber, Nick Macklem, Dave Lemke, Jeff Alger, Brandon Bell, Jessi Weber, Eric Hanson - New Hope; Alan Brixius - City Planner; Shelby Wolf - West Metro Fire; Ann Ackerson and Peter Allen - Stantec, Griffin Dempsey and Joel Maier- BKBM. Design with community in mind R I June 28, 2022 4251 Xylon Avenue North • New Hope, Minnesota 55428 Telephone: 763.230.7000 • Fax: 763.230.7029 • www.wmfrd.org Re: Updated review for plans dated 6-24-2022 for St. Therese Senior Living and Care Center phased construction project. West Metro Fire -Rescue District (WMFRD) conducted a revised plan review of the phased construction project plans dated 06/24/2022, for the above -mentioned site located at 8000 Bass Lake Road, New Hope. The following items that are listed below are either comments or requirements per West Metro Fire -Rescue District's Policies, City Ordinances or the 2020 Minnesota State Fire Code and NFPA Standards: (Note the items in red are the architects answers the original questions, WMFRD feedback is in black and italicized. Sheet C3.2 Utility Plan 1. There are adequate hydrants indicated on the plan, are they within 100 feet of the fire department connection(s) (FDC) on the building(s)? If they are over 100 feet from the FDC the hydrant(s) or FDC shall be relocated to meet the required distance. Provide FDC locations on an updated utility and site plan. C.3 is provided showing the distances between hydrants and hydrant separations. The water main that goes through the building is approved per the City of New Hope requirements. They require specific casing, and the water main on site shall be at minimum 8 inches. 2. Hydrants and FDC's will require fire lane marking and signage depending on where they are located. Fire lanes would be required if the FDC or hydrant is located directly in front of a parking area, or area where vehicles could potentially park or block the hydrant or FDC. All other areas that are not parking spots shall also be stripped and signed as a fire lane. Striping and signage are provided to create a fire lane in front of hydrants and FDCs. WMFRD will verify fire lanes at the end of each project phase to ensure signage is correct. a. The hydrant on the north end of the property by the proposed future building may need bollards. You will need to verify if the hydrant is located on a curbed area or in the parking lot? Hydrant was re -located for better use. The new location is approved as long as it will not be an area used for snow removal. Please verify. b. These hydrants are dead end hydrants. This is a very large care facility so the building should have fire protection at all times. Providing a looped water main system would ensure that the fire protection systems remain active. A loop system would also allow work to be completed on municipal water mains without shutting down domestic water or fire protection systems, and ensuring the hydrants and fire sprinklers were work adequate in an emergency. Additional service connections are shown on C3.0, C3.1 and C3.2. FDCs are now shown on these sheets. The fire protection line shall be looped externally and will have building connections at the existing apartment building, the future apartments, and the Phase IIA building addition. Fire protection shall be internally plumbed to the proposed additions. Hydrant leads will tee off from the looped fire protection main. The FDCs and hydrant locations are approved. The looped system is approved going under the building per the City of New Hope, but you shall follow the installation requirements from the city. The water main shall have approved casing, and have shut off valves on each end of the building. c. Verify that the water main sizes are adequate for each of the buildings on the property. Provide fire flow information. The fire flow shall meet the requirements of the 2020 Minnesota State Fire Code Table B105.1. The water main shall be at minimum of 8 inches to ensure adequate pressure. This question was not answered initially. The plans also do not indicate size of water mains. Sheet L0.0 ❑verall Landscaping -Plan_ 3. Verify that landscaping will not obstruct any hydrant or FDC. There shall be a 3-5 foot clearance around any FDC or hydrant. Noted Will verify on final inspection of each project phase. 4. The snow removal areas shall not be located by fire hydrants. Noted Provide verification that the hydrant on the north end of the property is not where snow removal will be located? Sheet C4.4 Fire Truck Turning Movement 5. The parking lot shall be adjusted to ensure that large fire trucks will not be going over curbs, or possibly hitting a vehicle that is in a parking spot. Parking and pavement layouts have been modified to meet turning movement requirements. It appears that the turning radius has improved, but adjustments are still needed to the parking and pavement layouts so that the fire trucks have room to avoid vehicles in parking spots. There are some green lines that go into the parking area on the plan. Also, will the parking lot be a one way or a two way? If it is a two way, provide a plan showing that the fire truck movement will work both ways. The ambulance entrance circle will need to provide fire truck movement. You are only showing ambulance movement. This entrance could also be used by larger fire vehicles. Sheet C4.0 Overall Paving and Geometric Plan 6. Provide details on height of main entrance canopy. This canopy shall be high enough for a fire truck to drive under. We are providing a turn radius at the entry so the fire truck doesn't need to drive under the canopy. Provide signage on the canopy indicating the height of the canopy. Other 7. The fire sprinkler system in new buildings shall be zoned by floor. We do not allow birdcage designed sprinkler systems. I believe it was allowed to keep the birdcage design in the existing 7 story apartment building. Yes, you are correct, the existing 7 story apartment building is allowed to stay with the birdcage design for the fire sprinkler system. All other buildings shall have a zoned by floor system. 8. During the construction phase, all exits and exit pathways shall be reviewed to verify egress is up to code. The fire alarm, and sprinkler system shall be operable at all times. A civil and Landscape Phasing Plan and Narrative is provided with fire access shown. During all phases of the project the fire roads shall be maintained. Fire Lane signage will be required to ensure there is no parking. The plan indicates that the fire roads will be 12 feet wide. A fire road shall be 22 feet. This will ensure that the outriggers on the tower truck will have adequate room to be extended. The temporary hydrant, FDCs, and permanent hydrants shall be accessible at all times during construction. Please verify FDCs and hydrants will be accessible if needed in an emergency. The plan also shows in Phase III the turnaround is a dead-end. The fire roads shall connect to make a turn around. During all construction phases in the occupied existing buildings we will verify that egress is adequate and per code. During each phase of the project we will be verifying that the building has operational fire protection systems. 9. Fire department lock boxes shall beat each main exit door on every building. Noted We will provide you the order form for the fire department lock boxes. 10. Provide a demolition site plan to show there is adequate access for emergency vehicles during the construction phases. A civil and Landscape Phasing Plan and Narrative is provided with fire access shown. During all phases of the project the fire roads shall be maintained. Fire Lane signage will be required to ensure no parking. The plan indicates that the fire roads will be only 12 feet wide. The plan indicates that the fire roads will be 12 feet wide. Afire road shall be 22 feet. This will ensure that the outriggers on the tower truck will have adequate room to be extended. The temporary hydrant, FDCs, and permanent hydrants shall be accessible at all times during construction. Please verify FDCs and hydrants will be accessible if needed in an emergency. The plan also shows in Phase 111 the turnaround is a dead-end. The fire roads shall connect to make a turn around. If you have any questions or concerns feel free to contact Shelby Wolf, Deputy Fire Marshal at swolf westmetrofire.corn or(763) 230-7006. Sincerely, -./)V M/ Shelby Wolf Deputy Fire Marshal CITY OF NEW HOPE 4401 XYLON AVENUE NORTH NEW HOPE, MINNESOTA 55428 PLANNING COMMISSION MINUTES June 7, 2022 City Hall, 7:00 p.m. CALL TO ORDER The New Hope Planning Commission met in regular session pursuant to due call and notice thereof; Chair Landy called the meeting to order at 7:00 p.m. ROLL CALL Present: Ray Alkalai, Jim Brinkman, Howard Kaplan, Heather Koshiol, Roger Landy, Matt Mannix, Michael Redden Absent: Mike Terres Also Present: Jeff Sargent, Director of Community Development; Jeff Alger, Community Development Specialist; Brandon Bell, Community Development Coordinator; Al Brixius, City Planner; Stacy Woods, Assistant City Attorney; Jessi Weber, Recording Secretary NEW BUSINESS Swearing in of new Commissioners Ray Alkalai and Howard Kaplan. Commission discussion to reappoint chair positions. The Commission voted on the following officer positions: Commissioner Landy, Chair; Commissioner Redden, Vice Chair; Commissioner Mannix, Third Officer. Appoint members of Design & Review and Codes & Standards sub- committees. The Commission agreed on the following subcommittees: Design & Review: Commissioner Alkalai, Commissioner Kaplan, Commissioner Brinkman, Commissioner Landy Codes & Standards: Commissioner Koshiol, Commissioner Redden, Commissioner Mannix, Commissioner Terres PUBLIC HEARING Chair Landy introduced the planning case. Item 4.1, Planning Case 22-01, Planning Case 22-01 Conditional Use Permit to allow for open outdoor storage, 9210 Science Items 4.1 Center Drive, Pallet One MN, Inc., petitioner. Mr. Brandon Bell, Community Development Coordinator, gave background information on the planning case. Pallet One is requesting the approval of a CUP to allow storage of up to 45 locked semi -trailers on the site's east parking lot. Bell then reviewed the zoning analysis. Open outdoor storage areas are required to be screened and landscaped from adjacent public rights -of - way. The site plan calls for 18 Colorado Spruces trees, four to six feet in height, along southern portion of the property to screen the proposed storage from Science Center Drive. The applicant will need to amend their plan and add three to four trees to the east side of the east parking lot entrance. No additional fencing would be required. Surfacing of the outdoor storage is required by code to be concrete or bituminous material. The CUP approval requires the outdoor storage area be paved and provide perimeter curbing. The parking lot will be expanded 50 feet to the north and 15 feet to the east. The stormwater and drainage impacts shall all be reviewed and approved by the City Engineer prior to any changes being made. Next, Mr. Bell reviewed setbacks and parking. The setbacks required by City Code for the outdoor storage area are in compliance based on the site plan. The minimum requirement for the number of parking stalls on the property is 52, and the site plan indicates there will be 53 on -site parking stalls. The applicant has indicated they do not typically use more than 36 stalls. The applicant has indicated that no new lighting will be added to the site. If any lighting should be added in the future, a photometric lighting plan shall be submitted for review. The snow storage plan indicates snow will be moved and stored to the north and east sides of the proposed lot expansion. Chair Landy invited the applicant to the podium. Todd Ernst, Director of Operations for Pallet One introduced himself. Chair Landy asked Mr. Ernst if he was comfortable with the list of conditions that would accommodate the CUP. Mr. Ernst confirmed he was. Motion by Commissioner Redden, seconded by Commissioner Koshiol, to open the Public Hearing. All present voted in favor. Motion carried. No one addressed the commission. Motion by Commissioner Redden, seconded by Commissioner Koshiol, to close the Public Hearing. All present voted in favor. Motion carried. Chair Landy asked if any of the commissioners had any questions. No commissioners had questions. Motion Motion by Commissioner Redden, seconded by Commissioner Alkalai, Item 4.1 to approve Planning Case 22-01, Conditional Use Permit to allow for open outdoor storage, 9210 Science Center Drive; Pallet One MN, Inc., petitioner with the following conditions, 1. All outdoor storage areas be screened and landscaped from the adjacent right-of-way. 2. The applicant must add three to four Colorado Green Spruce trees to their plan and locate them on the east side of the east parking lot entrance, in line with those on the west side of said entrance. Planning Commission Meeting June 7, 2022 3. Outdoor storage is exclusive to semi -trailers and the semi- trailers stored on the lot must be locked and secured. 4. The outdoor storage will be surfaced with concrete or bituminous material, a perimeter curbing provided in the areas directed by the City Engineer. 5. Grading, drainage, storm water management, and wetland delineation, protection, and restoration plans shall be subject to review and final approval by the City Engineer and Stormwater Specialist. 6. Outdoor storage areas shall not occupy required off-street parking, loading areas or access drives. 7. If the applicant plans to add outdoor lighting they shall submit a photometric plan shall meet minimum lighting standards for buildings, parking lots, and pedestrian areas. 8. Applicant shall enter into storm water maintenance agreement with city (to be prepared by city attorney). 9. Property owners are required to address refuse and upkeep of properties used for outdoor storage activities. 10. Snow removed from the outdoor storage area will be stored at the east and north ends of the proposed lot expansion. 11. An as -built plan shall be provided to the city once the project is completed. Voting in favor: Alkalai, Brinkman, Kaplan, Koshiol, Landy, Mannix, Redden Voting against: None Absent: Terres Motion approved: 7-0 Chair Landy stated the case will be brought to the June 27, 2022 City Council meeting. PUBLIC HEARING Chair Landy introduced the planning case. Item 4.2, Planning Case 22-02, Planning Case 22-02 Conditional Use Permit to allow for a church within a multi -tenant Items 4.2 building, located at 9220 Bass Lake Road; The River of Covenant International Ministry, petitioner. Mr. Jeff Alger, Community Development Specialist, gave background information on the planning case. The River of Covenant Church is requesting a CUP to open a church at 9220 Bass Lake Road in Suite LL85, in a 1,200 square foot space on the lower level. The building is home to two other churches and several offices and service businesses. The church would offer services, bible study sessions, and conferences. It is estimated between two and 20 people would attend the various service events. 3 Planning Commission Meeting June 7, 2022 Other churches operating inside of the building include Valiant Church and Calvary Chapel. Valiant Church obtained a CUP in 2019 for use of up to 5,682 square feet of space with a seating capacity of 250 people on the first floor. Cavalry Chapel obtained a CUP in 2020 for use of up to 6,300 square feet of space with a capacity of 250 people. Mr. Alger then reviewed the zoning analysis. Site plan illustrates a total of 220 available parking stalls for the entire building. Guests of The River of Covenant International Ministry would park in the west part of the parking lot and enter through a west -facing door. Per the deputy fire marshal, the maximum occupancy load for this space is 120 people. The applicant states that it is expected that 15 to 20 people will attend service every Sunday. Staff is recommending a condition of approval limiting occupancy to 50 people. If all three churches reached a maximum capacity (550) people, City Code would require 183 parking stalls. The tenant list states that all other officesibusinesses within the building operate Monday through Friday between 8:00 am and 5:00 pm. As a result, the available off-street parking supply is considered adequate for all building operations. The application anticipates that the church will grow to 25 to 30 people within the next five to 10 years. The applicant states that the church hopes to have its own facility within that timeframe. Signage will be installed to direct visitors to where the church is located. Signage will be installed at the front lobby, outside of the building, and inside of the building. Next, Alger discussed building and fire codes. The floor plan will need to be modified to include a scale to allow for measurements and the identification of the intended uses within the floor tenant space. The applicant should also provide a plan identifying the location of the tenant space within the building, detailing building access to the church, bathroom facilities, and other ancillary areas that may be available to the church as a tenant. The building official and deputy fire marshal completed a Business Use Certificate of Occupancy inspection. The space appeared to be set up to hold services. Staff conveyed to the applicant that services could not be held in this location unless a CUP had been granted. A letter summarizing this information was mailed to the applicant and property owner. A letter was mailed to the applicant and building owner indicating work that needs to be done to bring the space into compliance with building and fire codes. Installation of one -hour fire walls between the church's suite and other suites, the addition of a second exit out of the church's suite, and the addition of a second exit out of the building from the basement. Chair Landy invited the applicant to the podium. Isaiah Pantoe, Pastor for The River of Covenant International Ministry introduced himself. Commissioner Redden asked staff when maximum capacity was 4 Planning Commission Meeting June 7, 2022 reached, if it is based off the 50-person maximum capacity for this church. Mr. Alger stated it was based off the 50-person maximum capacity. If all churches reached their maximum capacities, there would still be and extra 15 parking stalls. Chair Landy asked Isaiah about the Friday Healing service that was from 9:30 pm to 10:30 pm. Mr. Pantoe stated they are adjusting the time to end by 9:30 pm. Chair Landy asked Mr. Pantoe if he was comfortable with the conditionals of approval. Mr. Pantoe stated he was. Motion by Commissioner Mannix, seconded by Commissioner Koshiol, to open the Public Hearing. All present voted in favor. Motion carried. Bill Gabres and Patricia Toro-Gabres, 9209 59th Ave N, New Hope. Stated their back yard is adjacent to the business building. There was not an issue with the proposed church but an issue with the lack of screening between the business property and the single-family properties adjacent. It was mentioned that a prior planning case had the requirement to provide screening from the parking lot and the neighboring properties. Staff acknowledged the concern and stated it would be looked into. Mr. Gabres left his contact information for staff to follow up with him on findings. Chair Landy asked Mr. Pantoe if there would still be signage directing parishioners through the building to the church location. Mr. Pantoe confirmed there would be signage and ushers to help navigate. Motion by Commissioner Mannix, seconded by Commissioner Redden, to close the Public Hearing. All present voted in favor. Motion carried. Chair Landy asked if any of the commissioners had any questions. No commissioners had questions. Motion Motion by Commissioner Redden, seconded by Commissioner Item 4.2 Brinkman, to approve Planning Case 22-02, Conditional Use permit to allow for a church within multi -tenant building, 9220 Bass Lake Road; The River of Covenant International Ministry, petitioner with the following conditions 1. Service and meeting times shall be limited to the hours of operation specified in the application. If conditions change that create an increase in parking demand beyond current capacity, the applicant and building owner shall construct additional parking or adjust building operations to fit within the parking available on site. 2. Seating capacity shall be limited to no more than 50 people within Suite LL85. If a greater seating capacity becomes necessary, an amendment to the conditional use permit shall be required. 5 Planning Commission Meeting June 7, 2022 3. Applicant shall provide a seating diagram illustrating seat arrangements, aisle widths, access and egress, and other features of the assembly area. 4. Building and fire code assessment and architectural drawings shall be prepared by a registered architect illustrating the improvements needed for the introduction of a church into the proposed suite. 5. Building plans shall identify the location of the church within the building and proposed access routes to the church, bathrooms, and other ancillary areas of the building that may be available to the church. 6. A complete review and approval of building and fire prevention plans by the deputy fire marshal and building official shall be completed. Services shall not take place until the suite and building meet minimum requirements for the proposed use and an occupancy permit has been issued. Voting in favor: Alkalai, Brinkman, Kaplan, Koshiol, Landy, Mannix, Redden Voting against: None Absent: Terres Motion approved: 7-0 Chair Landy stated the case will be brought to the June 27, 2022 City Council meeting. COMMITTEE REPORTS The next meeting is scheduled for June 16, 2022. If an application is Design and Review submitted, staff will notify commissioners of the meetings. Committee Item 5.1 Codes and Standards There currently is no meeting scheduled. Committee Item 5.2 NEW BUSINESS OLD BUSINESS Motion by Commissioner Mannix, seconded by Commissioner Redden, Approval of Minutes to approve the Planning Commission minutes of November 2, 2021. Item 7.1 Motion carried. ANNOUNCEMENTS Director Sargent welcomed the new Commissioners. Sub -committee assignments were reviewed. Staff will look into what numbers would equal a quorum. Commissioner Koshiol asked for an update on the gas station at the intersection of Bass Lake Rd and Winnetka Ave N. Director Sargent stated the owner resides out of state and the construction has stalled. City Code does not prevent a property from being vacant. The owners are making 6 Planning Commission Meeting June 7, 2022 proper payments. Staff will keep an eye on the property. Chair Landy asked if staff knew anything about the United Hardware building located in Plymouth. It looks like was recently torn down and wanted to know if the City of Plymouth had provided notice to New Hope city staff. Director Sargent confirmed that he was not aware of what is happening in that location. ADJOURNMENT The Planning Commission meeting was unanimously adjourned at 7:53 p.m. Respectfully submitted, Jessi Weber, Community Development Administrative Specialist Planning Commission Meeting June 7, 2022