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HomeMy WebLinkAbout04-14-21 DRB Agenda & PacketA.Call meeting to order B.Disclosures C.Changes to the Agenda D.Approval of Minutes D.1 Minutes Approval for 03-24-21(Krueger ) E.Public Comment THE DESIGN REVIEW BOARD OF BOZEMAN, MONTANA DRB AGENDA Wednesday, April 14, 2021 WebEx Meeting Information Via Webex: https://cityofbozeman.webex.com/cityofbozeman/onstage/g.php? MTID=e70c6f95d95a873185609aaf5fa48c50a Click the Register link, enter the required information, and click submit. Click Join Now to enter the meeting Via Phone: This is for listening only if you cannot watch the stream or channel 190 • Call-in toll number (US/Canada ): 1-650-479-3208 • Access code: 182 394 4825 Public Comment: If you are interested in commenting in writing on items on the agenda, please send an email to agenda@ bozeman.net prior to 12:00pm on Wednesday, April 14th, 2021. You may also comment by visiting the City's public comment page. You can also comment by joining the Webex meeting. If you do join the Webex meeting, we ask you please be patient in helping us work through this online meeting. If you are not able to join the Webex meeting and would like to provide oral comment you may send a request to agenda@bozeman.net with your phone number, the item(s) you wish to comment on, and someone will call you during the meeting to provide an opportunity to comment. You may also send the above information via text to 406-224-3967. As always, the meeting will be streamed through the City's video page (click the Streaming Live in the drop down menu), and available in the City on cable channel 190. 1 Please state your name and address in an audible tone of voice for the record. This is the time for individuals to comment on matters falling within the purview of the Committee. There will also be an opportunity in conjunction with each action item for comments pertaining to that item. Please limit your comments to three minutes. F.Action Items F.1 Whole Foods and Pad Site Redevelopment at the Gallatin Valley Mall, Site Plan application 20412(Rosenberg) G.FYI/Discussions H.Adjournment For more information please contact Brian Krueger bkrueger@bozeman.net. This board generally meets the 2nd Wednesday of the month from 5:30 to 7:30 p.m. Committee meetings are open to all members of the public. If you have a disability and require assistance, please contact our ADA coordinator, Mike Gray at 582-3232 (TDD 582-2301). 2 Memorandum REPORT TO:Design Review Board SUBJECT:Minutes Approval for 03-24-21 MEETING DATE:April 14, 2021 AGENDA ITEM TYPE:Minutes RECOMMENDATION:Suggested Motion: I move to approve the meeting minutes for March 24th, 2021 STRATEGIC PLAN:1.2 Community Engagement: Broaden and deepen engagement of the community in city government, innovating methods for inviting input from the community and stakeholders. BACKGROUND:None UNRESOLVED ISSUES:None ALTERNATIVES:1. Approve meeting minutes with corrections. 2. Do not approve meeting minutes. FISCAL EFFECTS:None Attachments: 03-24-21 DRB Minutes DRAFT.pdf Report compiled on: April 6, 2021 3 Bozeman Design Review Board Meeting Minutes, 03-24-21 Page 1 of 3 THE DESIGN REVIEW BOARD MEETING OF BOZEMAN, MONTANA MINUTES Wednesday, March 24, 2021 WebEx Meeting Information A) 00:07:52 Call meeting to order Present: Mark Hufstetler, Allison Bryan, Troy Scherer, M Ethan Barlow, Erin Eisner, Paul East, Brady Ernst Absent: None B) 00:08:36 Disclosures C) 00:08:54 Changes to the Agenda D) 00:09:09 Approval of Minutes D.1 Minutes Approval for 02-12-20, 02-26-20, 03-11-20 and 02-24-21 Cover Page 2-12-20 DRB Minutes (Draft).pdf 2-26-20 DRB Minutes (Draft).pdf 03-11-20 DRB Minutes (Draft).pdf 02-24-21 DRB Minutes DRAFT.pdf 00:09:47 Motion D) Approval of Minutes Troy Scherer: Motion M Ethan Barlow: 2nd 00:09:59 Vote on the Motion to approve D) Approval of Minutes. The Motion carried 3 - 0 Approve: Mark Hufstetler Troy Scherer M Ethan Barlow 4 Bozeman Design Review Board Meeting Minutes, 03-24-21 Page 2 of 3 Disapprove: None E) 00:10:14 Public Comment F) Action Items F.1 00:12:36 Bozeman Gateway Planned Unit Development Major Modification, Application 20051 Cover Page 20051_DRBReport_Review_Final.pdf DevelopmentManualRevision_02-04-2021.pdf Commission Memorandum final - 010920.pdf Gateway PUD Violation Info.pdf BozemanGateway_Photos.pdf 00:12:47 Staff Presentation City Planner, Sarah Rosenberg provided an overview of the proposed Major Modification Application #20-051 for the Bozeman Gateway PUD. Planner Rosenberg explained that the purpose of this Modification is to request four relaxations for development within the Bozeman Gateway PUD. Staff supports 3 of the 4 relaxations. The application will be reviewed by Bozeman City Commission on April 11th, 2021. 00:30:40 Applicant Presentation Design Professional, Jim Ullman presented on behalf of the applicant. He explained that he has been part of the project since 2002, and that the development has won a beautification award for the commercial development. Mr. Ullman disagreed with staff regarding the light requirements, and explained that in order to meet lighting standards, over 280 light poles would need to be replaced. 00:36:39 Board Q&A with Staff & Applicant Board members took turns directing questions to city staff and the project applicant. Planner Rosenberg responded to questions related to the code requirements surrounding lighting, and how the 3000K vs. 4000K lumens criteria was determined. Planner Rosenberg explained that these requirements would only apply to street lights, and lighting in the public right of way. 01:08:21 Public Comment for Action Item 01:13:34 Motion “Having reviewed and considered the application materials, public comment, and all the information presented, I hereby adopt the findings presented in the staff report for application 5 Bozeman Design Review Board Meeting Minutes, 03-24-21 Page 3 of 3 20051 and move to recommend approval of relaxation numbers 1, 2, and 3 of the modification to the Bozeman Gateway Planned Unit Development application, subject to conditions and all applicable code provisions.” M Ethan Barlow: Motion Troy Scherer: 2nd 01:23:34 Vote on the Motion to approve “Having reviewed and considered the application materials, public comment, and all the information presented, I hereby adopt the findings presented in the staff report for application 20051 and move to recommend approval of relaxation numbers 1, 2, and 3 of the modification to the Bozeman Gateway Planned Unit Development application, subject to conditions and all applicable code provisions.”. The Motion carried 3 - 1 Approve: Mark Hufstetler Troy Scherer M Ethan Barlow Disapprove: Brady Ernst 01:14:10 Board Discussion Board members discussed the motion, specifically the lack of support for the relaxation with lighting. Board members also discussed the relaxation related to height, noting that this area of town may not be the best location. G) 01:23:37 FYI/Discussions DRB will convene on April 7th for a Site Plan application. H) 01:24:09 Adjournment For more information please contact Brian Krueger, bkrueger@bozeman.net. This board generally meets the 4th Wednesday of the month from 5:30 to 7:30 6 Memorandum REPORT TO:Design Review Board FROM:Sarah Rosenberg, Associate Planner Brian Krueger, Development Review Manager Martin Matsen, Director of Community Development SUBJECT:Whole Foods and Pad Site Redevelopment at the Gallatin Valley Mall, Site Plan application 20412 MEETING DATE:April 14, 2021 AGENDA ITEM TYPE:Community Development - Quasi-Judicial RECOMMENDATION:“Having reviewed and considered the application materials, public comment, and all the information presented, I hereby adopt the findings presented in the staff report for application 20412 and move to recommend approval of the site plan application with departure subject to conditions and all applicable code provisions.” STRATEGIC PLAN:4.2 High Quality Urban Approach: Continue to support high-quality planning, ranging from building design to neighborhood layouts, while pursuing urban approaches to issues such as multimodal transportation, infill, density, connected trails and parks, and walkable neighborhoods. BACKGROUND:The Gallatin Valley Mall is in the process of going through a redevelopment of the site. This site plan application proposes to construct a 30,000 square foot grocery store along Huffine Lane and a commercial building internal to the site. The commercial building anticipates having four total tenants. Along with the construction of these buildings, improvements to the west side of the parking lot and internal drive aisle are proposed. The overall developable area is approximately 9.95 acres. Upgrades to the parking lot include a new traffic circle, pedestrian connections, and landscaping. Other infrastructure upgrades include new utility connections and an upgraded stormwater drainage system. The property is zoned B-2 and designated as Regional Commercial and Services by the Community Plan. Pursuant to section 38.340.020, the Design Review Board (DRB) authority, the DRB is required to make advisory comments and a recommendation to the Director on this application. The Design Review Board meeting will occur on April 14, 2021 via WebEx. Public comment will run from April 7 to 22, 2021. Upon adequacy of the application and after the public comment period is closed, the Director of Community Development will make the final decision on this application. UNRESOLVED ISSUES:None 7 ALTERNATIVES:None FISCAL EFFECTS:NA Attachments: 20412_StaffReport_DRB_4.14.2021.pdf Revised Gallatin Valley Mall Redevelopement Narrative 2021- 03-05.pdf Site Plan Set.pdf Whole Food Plans.pdf Pad site plans.pdf Landscape Plans.pdf Report compiled on: April 6, 2021 8 Staff Report Whole Foods & Pad Site Plan Application 20412 April 6, 2021 Page 1 of 13 Application No. 20412 Type Site Plan Project Name Whole Foods & Pad Site Redevelopment Summary Site plan for the construction of two commercial buildings: one 30,000 square foot grocery store and one 10,000 square foot pad building with associated parking lot upgrades. Zoning B-2 Growth Policy Regional Commercial & Services Parcel Size 37.42 Overlay District(s) None Street Address 2905 West Main Street, Bozeman, MT 59715 Legal Description S11, T02 S, R05 E, C.O.S. 467A Parcel Tract 1, Acres 37.42, Less HWRY (IMPS Only – RGG2245 – RGG33539 – RGG42148 – RGG34032 – RGG65797) Owner Gallatin Mall Group, LLC, 2880 Grant Road, Suite A, Billings, MT 59102 Applicant Koenig Consulting, 280 Fern Lane, Dillon, MT 59725 Representative Grossman Development Group, 405 Cochituarte Road, Suite 302, Framingham, MA 01701 Staff Planner Sarah Rosenberg Engineer Karl Johnson Noticing Public Comment Period Site Posted Adjacent Owners Mailed Newspaper Legal Ad 04/07 – 04/22/2021 04/07/2021 04/07/2021 N/A Advisory Boards Board Date Recommendation Development Review Committee 4/2/2021 The application is adequate, conforms to standards, and is sufficient for approval with conditions and code provisions Design Review Board 4/14/2021 TBD Recommendation Approval Decision Authority Director of Community Development Date Motion: “Having reviewed and considered the application materials, public comment, and all the information presented, I hereby adopt the findings presented in the staff report for application 20412 and move to recommend approval of the site plan application with departure subject to conditions and all applicable code provisions.” 9 Staff Report Whole Foods & Pad Site Plan Application 20412 April 6, 2021 Page 2 of 13 PROJECT SUMMARY The Gallatin Valley Mall is in the process of going through a redevelopment of the site. This site plan application proposes to construct a 30,000 square foot grocery store along Huffine Lane and a commercial building internal to the site. The commercial building anticipates having four total tenants. Along with the construction of these buildings, improvements to the west side of the parking lot and internal drive aisle are proposed. The overall developable area is approximately 9.95 acres. Upgrades to the parking lot include a new traffic circle, pedestrian connections, and landscaping. Other infrastructure upgrades include new utility connections and an upgraded stormwater drainage system. The property is zoned B-2 and designated as Regional Commercial and Services by the Community Plan. Pursuant to section 38.340.020, the Design Review Board (DRB) authority, the DRB is required to make advisory comments and a recommendation to the Director on this application. The Design Review Board meeting will occur on April 14, 2021 via WebEx. Public comment will run from April 7 to 22, 2021. Upon adequacy of the application and after the public comment period is closed, the Director of Community Development will make the final decision on this application. CONDITIONS OF APPROVAL Please note that these conditions are in addition to any required code provisions identified in this report. Additional conditions of approval and code corrections are required and will be included with the final report provided to the Director of Community Development. Recommended Conditions of Approval: 1. The applicant is advised that unmet code provisions, or code provisions that are not specifically listed as conditions of approval, does not, in any way, create a waiver or other relaxation of the lawful requirements of the Bozeman Municipal Code or state law. 2. Those that may be identified by the DRB as recommended conditions. 10 Staff Report Whole Foods & Pad Site Plan Application 20412 April 6, 2021 Page 3 of 13 Figure 1: Current Zoning Map 11 Staff Report Whole Foods & Pad Site Plan Application 20412 April 6, 2021 Page 4 of 13 Figure 2: Site plan 12 Staff Report Whole Foods & Pad Site Plan Application 20412 April 6, 2021 Page 5 of 13 Figure 3: Whole Foods Building 13 Staff Report Whole Foods & Pad Site Plan Application 20412 April 6, 2021 Page 6 of 13 Figure 4: Whole Foods Building 14 Staff Report Whole Foods & Pad Site Plan Application 20412 April 6, 2021 Page 7 of 13 Figure 5: Pad Site Commercial Building 15 Staff Report Whole Foods & Pad Site Plan Application 20412 April 6, 2021 Page 8 of 13 ANALYSIS AND FINDINGS Analysis and resulting recommendations are based on the entirety of the application materials, municipal codes, standards, plans, public comment, and all other materials available during the review period. Collectively this information is the record of the review. The analysis in this report is a summary of the completed review. Plan Review, Section 38.230.100, BMC In considering applications for plan approval under this title, the Director of Community Development shall consider the following: 1. Conformance with Article 1 - Consistency with the City’s adopted Growth Policy 38.100.040.D Meets Code? Growth Policy Land Use Regional Commercial and Services Yes Zoning B-2 (Community Business District) Yes Comments: The site plan conforms to the zone district and growth policy land use designation. The property is within the City’s municipal service area. Staff finds that the project does contribute to the goals of the Community Plan. 2. Conformance with Article 1 - All other applicable laws, ordinances, and regulations (38.100.080) Meets Code? Condominium ownership NA Comments: The development complies with the regulations outlined in this staff report. See analysis below. 3. Conformance with Article 2, including the cessation of any current violations (38.200.160) Meets Code? Current Violations None Yes Comments: There are no current violations on the subject property. 4. Conformance with Article 2 - Submittal material (38.220) requirements and plan review for applicable permit types (38.230) Meets Code? Site Plan Yes Submittal requirements 38.220.100 Yes Phasing of development 38.230.020.B No. of phases: NA NA Comments: The application meets all the site plan submittal requirements. It conforms to the plan review criteria as outlined below. Any additional use permit (Conditional Use Permit) 38.230.120 or (Special use Permit) 38.230.120 NA Comments: NA 5. Conformance with Article 3 - Zoning Provisions (38.300) Meets Code? Permitted uses 38.310 Commercial Yes Form and intensity standards 38.320 Zoning: B-3 Setbacks (feet) Structures Parking / Loading Yes Front Block frontage standard, see section 7a Rear 10 feet 10 feet Side 5 feet 8 feet Alley NA NA 16 Staff Report Whole Foods & Pad Site Plan Application 20412 April 6, 2021 Page 9 of 13 Comments: The form and intensity standards set by the B-2 zone district are met with this application. See section 7a below for block frontage analysis. Lot coverage 23% Allowed 100% Yes Building height 24’ & 38’ Allowed <3:12 38’ 3:12> 44’ Yes Comments: The grocery store maximum height is 38’. The commercial pad site building height is 24’. Applicable zone specific or overlay standards 38.330-40 NA Comments: NA General land use standards and requirements 38.350 NA Comments: There are no encroachments. Applicable supplemental use criteria 38.360 NA Supplemental uses/type NA NA Comments: There are no supplemental uses or types with this application. Wireless facilities 38.370 NA Affordable Housing 38.380.010 NA Affordable housing plan NA Comments: NA 6a. Conformance with Article 4 - Community Design Provisions: Transportation Facilities and Access (38.400) Meets Code? Streets 38.400.010 Yes Street and road dedication 38.400.020 Yes Access easements NA Level of Service 38.400.060 Yes Transportation grid adequate to serve site Yes Comments: The Traffic Impact Study shows that the redevelopment will not create any new roadway capacity problems in the area. There are no access easements for this project. Sidewalks 38.400.080 Yes Comments: The sidewalk along Huffine connects to the grocery store on site. The internal drive aisles contain 12-foot wide sidewalks. Drive access 38.400.090 Access to site: 3 Yes Fire lanes, curbs, signage and striping Yes Comments: There are three existing access points off Huffine into the mall. A roundabout replaces the existing “T” intersection from the center access to the site. Street vision triangle 38.400.100 Yes Transportation pathways 38.400.110 Yes Pedestrian access easements for shared use pathways and similar transportation facilities Yes Public transportation 38.400.120 NA Comments: An existing sidewalk along Huffine connects to the property and additional sidewalks connect along the drive aisle from the center access. 6b. Conformance with Article 4 – Community Design Provisions: Community Design and Elements (38.410) Meets Code? Neighborhood centers 38.410.020 NA 17 Staff Report Whole Foods & Pad Site Plan Application 20412 April 6, 2021 Page 10 of 13 Comments: No neighborhood center is required. Lot and block standards 38.410.030-040 NA Midblock crossing: rights of way for pedestrians alternative block delineation NA Comments: Not applicable as it is already an existing lot. If the development is adjacent to an existing or approved public park or public open space area, have provisions been made in the plan to avoid interfering with public access to and use of that area NA Provisions for utilities including efficient public services and utilities 38.410.050-060 NA Easements (City and public utility rights-of-way etc.) NA Water, sewer, and stormwater NA Other utilities (electric, natural gas, communications) NA CIL of water NA Comments: Utilities, easements, water, sewer, and stormwater is not under the purview of the DRB. The final analysis of this will be with the final staff report. Municipal infrastructure requirements 38.410.070 NA Comments: Municipal infrastructure requirements is not under the purview of the DRB. The final analysis will be with the final staff report. Grading & drainage 38.410.080 Yes Location, design and capacity of stormwater facilities Yes Stormwater maintenance plan Yes Landscaping: native species, curvilinear, 75% live vegetation 38.410.080.H Yes Comments: Stormwater is not under the purview of the DRB. The final analysis of this will be with the final staff report. Watercourse setback 38.410.100 NA Watercourse setback planting plan 38.410.100.2.f NA 6c. Conformance with Article 4 – Community Design Provisions: Park and Recreation Requirements (38.420) Meets Code? Parkland requirements 38.420.020.A .52 ac. X 10 units/ac. X 0.03 ac.= .3 ac. NA Cash donation in lieu (CIL) 38.420.030 NA Improvements in-lieu NA Comments: There is no residential component to this project. Park Frontage 38.420.060 NA Park development 38.420.080 NA Recreation pathways 38.420.110 NA Park/Recreational area design NA Comments: NA 7a. Conformance with Article 5 – Project Design: Block Frontage Standards (38.510) Meets Code? Block frontage classification Mixed, Internal storefront Yes Departure criteria Entrance facing street Yes Comments: Huffine Lane’s classification is mixed block frontage with the option to comply with landscape block frontage. The Whole Foods building meets all block frontage standards set by both with the exception of the requirement to have a building entrance facing the street. Applicant requests a departure from this 18 Staff Report Whole Foods & Pad Site Plan Application 20412 April 6, 2021 Page 11 of 13 standard. The main entrance faces the internal drive aisle and parking lot to the north. The north side of the building adheres to the internal storefront block frontage standard. Where a property fronts onto more than one block frontage, each building must be sited and placed on the property in an order of precedence. Streets take precedence over an internal drive aisle. Therefore, the code requires the entrance to face Huffine Lane to the south, rather than the internal roadway. Departures may be considered provided the location and front orientation of the buildings are compatible with the character of the area and enhance the character of the street. A departure has been requested to allow for the main entrance to the Whole Foods be located on the north side of the building facing the internal roadway. The applicant’s justification is a public entrance from Huffine is not feasible from an operational standpoint and is not pragmatic given that the building is required to be setback 50 feet from the road. The building sits well below the sidewalk elevation and the nearest curb cut would be approximately 400 feet away. It is also anticipated that as the mall redevelops, the orientation of pedestrian movement and connection will be inward rather than towards Huffine. Therefore, the applicant states that for safety and redevelopment purposes, an entrance along the internal roadway meets the intent of the departure criteria. The DRC is in support of granting this departure. The multitenant commercial building internal to the property fronts onto an internal roadway to the east and south. The building meets the standards set by the internal roadway storefront block frontage. There is a 12 foot wide sidewalk that wraps around the building, adequate façade transparency, entrances that face the roadway, and weather protection along the majority of the façade. No block frontage departure is requested for this building. 7b. Conformance with Article 5 – Project Design: Site Planning and Design Elements (38.520) Meets Code? Design and arrangement of the elements of the plan (e.g., buildings, circulation, open space and landscaping, etc.) so that activities are integrated with the organizational scheme of the community, neighborhood, and other approved development and produce an efficient, functionally organized and cohesive development Yes Relationship to adjacent properties 38.520.030 Yes Non-motorized circulation and design systems to enhance convenience and safety across parking lots and streets, including, but not limited to paving patterns, pathway design, landscaping and lighting 38.420.040 Yes Comments: Enhancements to the western side of the existing parking lot contain walkways that connect the new buildings to the existing mall. Each proposed building site contains direct pedestrian access. Design of vehicular circulation systems to assure that vehicles can move safely and easily both within the site and between properties and activities within the general community 38.420.050 Yes Internal roadway design 38.520.050.D Yes Comments: Internal roadways are located to the north of the Whole Foods building and the east of the multi-tenant commercial building. Street trees and sidewalks line the internal roadway. The internal roadway down the center of the development provides a central median and on street parking. A roundabout links the two internal roadways. On-site open space 38.520.060 NA Total required 10% NA Total provided >10% NA Comments: Since the developable portion of the project is less than one acre, open space is not required. Location and design of service areas and mechanical equipment 38.520.070 Yes 19 Staff Report Whole Foods & Pad Site Plan Application 20412 April 6, 2021 Page 12 of 13 7d. Conformance with Article 5 – Parking (38.540) Meets Code? Parking requirements 38.540.050 152 Yes Parking requirements residential 38.540.050.A.1 NA Reductions residential 38.540.050.A.1.b NA Parking requirements nonresidential 38.540.050.A.2 152 Reductions nonresidential 38.540.050.A.2.c NA Provided off-street 178 Provided on-street NA Bicycle parking 38.540.050.A.4 7 Comments: With the new uses, 152 parking spaces are required. With the redevelopment of the parking lot, there is still a sufficient amount of parking to accommodate the new uses and the existing uses. In total, there are 1734 spaces. 7 bicycle parking spaces are required for the new uses, 36 are provided between the two buildings. Loading and uploading area requirements 38.540.080 Yes First berth – minimum 70 feet length, 12 feet in width, 14 feet in height Yes Additional berth – minimum 45 feet length Yes Comments: The loading and unloading area for the Whole Foods is located to the west of the building, is screened appropriately, and allows for adequate maneuverability. 7e. Conformance with Article 5 – Landscaping (38.550) Meets Code? Mandatory landscaping requirements 38.550.050 Yes Drought tolerant species 75% required Yes Parking lot landscaping Yes Additional screening Yes Street frontage Yes Street median island Yes Acceptable landscape materials Yes Protection of landscape areas Yes Irrigation: plan, water source, system type Yes Residential adjacency NA Comments: The existing parking lot is enhanced with parking lot landscaping. High efficiency drip irrigation is used throughout the site. Street trees and plantings line the internal roadways. Landscaping of public lands 38.550.070 NA Comments: There are no public lands on site. Comments: Mechanical and utility equipment is screened via landscaping and a screen wall. The trash enclosure is appropriately screened by landscaping. 7c. Conformance with Article 5 – Project Design: Building Design (38.530) Meets Code? Compatibility with, and sensitivity to, the immediate environment of the site and the adjacent neighborhoods and other approved development 38.530.030 Yes Building massing and articulation 38.530.040 Yes Building details, materials, and blank wall treatments 38.530.050-070 Yes Comments: Both buildings meet building design standards. The Whole Foods building incorporates wood siding and concrete panels as the primary materials. The south elevation incorporates green screens to treat the blank wall. Blank wall standards do not apply to the west elevation since it is adjacent to an existing building that blocks the visibility of it from the public street or pedestrian pathway. The multi- tenant commercial building incorporates wood siding and composite panel as the primary materials. 20 Staff Report Whole Foods & Pad Site Plan Application 20412 April 6, 2021 Page 13 of 13 7f. Conformance with Article 5 – Signs (38.560) Meets Code? Allowed SF/building 38.560.060 NA NA Proposed SF/building NA NA Comments: Signage is not provided with the application. A sign permit is required prior to erecting any sign. 7g. Conformance with Article 5 – Lighting (38.560) Meets Code? Site lighting (supports, cutoff, footcandles, temperature) 38.570.040 Yes Building-mounted lighting (supports, cutoff, footcandles, temperature) 38.570.040.B Under review Comments: At this time, more information is needed on the building mounted lighting to determine if it meets standards. This information is required with the next submittal prior to final determination by the Director of Community Development 8. Conformance with Article 6 – Natural Resource Protection Meets Code? Floodplain regulations 38.600 NA Wetland regulations 38.610 NA Comments: NA 9. Relevant Comment from Affected Parties (38.220) Meets Code? Public Comment Yes Comments: No public comment has been received at the time of the writing of this staff report. 10. Division of Land Pertaining to Subdivisions (38.240-Part 4) Meets Code? Subdivision exemptions NA Required easements NA Comments: NA 21 Gallatin Valley Mall Redevelopment Site Plan Application November 20, 2020 Rev. March 5, 2021 22 Table of Contents 1. Project Summary 2. Project Team 3. Site Plan Narrative A. General Site Information and Context B. Block Frontages C. Site Circulation & Parking D. Site Considerations E. Parkland & Affordable Housing F. Site Lighting G. Building Design H. Landscaping I. Traffic J. Water Rights K. Departures Appendices Plan Sets (Under Separate Cover) 23 REDEVELOPMENT SITE PLAN G1.0 Cover Sheet Civil: C 1.0 Overall Site and Project Information C 2.0 Site Plan South C 2.1 Site Plan North C 3.0 Utility Plan South C 3.1 Utility Plan North C 4.0 Grading and Drainage Plan South C 4.1 Grading and Drainage Plan North C 5.0 Civil Details C 5.1 Civil Details C 5.2 Civil Details C 5.3 Civil Details Architectural: Pad 1 Whole Foods Market G0.1 Sight Line Studies A2.1 Floor Plan A2.2 Roof Plan A4.1 Exterior Elevations A4.2 Building Sections Sheet 1 through 12 of 12 Renderings Pad 2 Multi-tenant Building A1.1 Floor Plan A2.1 Exterior Elevations Landscape: L101 Overall Landscape Plan L102 Plant Schedule L103 Building 1 Landscape Plan L104 Building 1 South Parking Landscape Plan L105 Building 1 North Parking Landscape Plan L106 Building 2 Parking Landscape Plan L107 Building 2 Landscape Plan L201 Landscape Details Lighting: E100 Site Photometric Plan E101 Site Light Fixtures 24 Project Summary The project consists of the addition of 2 pad buildings at the existing Gallatin Valley Mall including associated parking lot upgrades. The project site for Pad 1 is located at 2905 West Main Street. Pad 2 has not been assigned an address. The existing site is approximately 37.43 acres in area and is currently an existing retail mall. The project development area is approximately 9.95 Acres and is shown with a dashed line on the site plans The first building is a 1-story commercial structure located along the frontage of W. Main Street at the former Fuddruckers location. This building is a total of 34,860 SF. 30,000 SF will be a proposed Whole Foods supermarket, with an attached speculative retail tenant space that is 4,860 SF. The second building is a 1-story commercial structure located adjacent at the northeast corner of the new Whole Foods building. This building is a total of 10,737 SF. It is anticipated that this building will have a total of 4 tenants. Upgrades to the parking lot include a new traffic circle immediately north of the signalized site drive, new curbing and landscaping as well as 90 degree parking (in lieu of angled parking) for the lot between the Whole Foods and the Mall. Other infrastructure upgrades include new utility connections to the new buildings and an upgraded stormwater drainage system. 2. Project Team Owner/Applicant: Gallatin Mall Group, L.L.C. 2280 Grant Road Suite A, Billings, MT 59102 John Morrow Applicant: Koenig Consulting 280 Fern Lane Dillon, MT 59725 p: 406-660-1323 Ashley Koenig Representative: Grossman Development Group 405 Cochituate Road Suite 302 Framingham, MA 01701 p: 617-548-0586 Jamie Anderson 25 Project Consultants: Architect: Collaborative Design Architects 2280 Grant Road Suite C, Billings, MT 59102 p: 406.248.3443 Jeff Kanning Engineering: C&H Engineering and Surveying, Inc. 1091 Stoneridge Drive Bozeman, MT 59718 p: 406.587.1115 Ethan Cote Landscape Architecture: Red Barn Montana Landscape Design I Build 3048 Thorpe Road Bozeman, MT 59715 p: 406.924.8038 Alyssa Ross Traffic: Abelin Traffic Services 130 S Howie St Helena, MT 59601 p: 406.459.1443 Bob Abelin 26 3. Site Plan Narrative A. General Site Information and Context The project site is approximately 37.43 acres and is located between a residential neighborhood to the north, Huffine Lane/W. Main Street to the south, and Commercial Development to the east and west. The applicant is proposing (2) 1- story commercial buildings along with associated parking lot and infrastructure upgrades. The project area is approximately 9.95 Acres and is shown with a dashed line on the site plans B. Block Frontages The proposed building design will be required to conform to various block frontages including internal roadway storefront with an emphasis on landscape block frontage, Mixed use block frontage, and Gateway block frontage. Sec.38.510.020.F.5.c & 38.510.030.C encourages publicly accessible entrances on both types of block frontages (internal Storefront & external Landscape), but only one entrance is required. One entrance is provided on the internal Storefront block frontage as required by Sec.38.510.020.F.5.d and following the building orientation precedence per Sec.38.510.020.F.2.a] Both plantings and green screen trellis have been added to the south facing façade of the Whole Foods building and the retail building in order to properly break up the blank wall and meet block frontage requirements. Weather protection has been provided by the selection of durable materials located within 3 ft of final grade. C. Site Circulation & Parking The proposed development provides for pedestrian circulation through all areas of the site and is connected to the existing sidewalks on Huffine Lane, as well as a pathway to the adjacent Bozeman Pond area and the residential neighborhood to the north. The proposed plan includes a new traffic circle in lieu of the existing “T” intersection which will greatly improve vehicular circulation in the mall. Aside from the traffic circle, vehicular circulation within the mall will remain similar to existing conditions. There are 1,820 proposed parking provided for the entire mall parking spaces to serve the 369,451 SF of mall GLA. (Exceeds the City’s code requirement but not greater than 125% of required). Refer to the attached GVM Parking spreadsheet. Bike racks are provided adjacent to the Whole Foods building, refer to site plans. 27 D. Site Considerations a. Utilities Existing utilities are available within the project limits to serve the Proposed Project. These utilities are within existing easements as shown. Refer to Site Plans for utility connection locations to the proposed buildings. b. Grading and Drainage The site has been graded to provide for positive drainage away from the proposed buildings – Refer to Site plans. The property generally slopes from south to north, and is currently drained by a series of storm catch basins around the perimeter of the Mall. These catch basins collect and convey runoff to an existing detention pond in the northwest corner of the property. These existing catch basins will be left intact to continue to collect runoff from the rest of the mall property. However, stormwater runoff from the area proposed for re-development will be conveyed to two retention ponds and four Stormtech infiltration systems for storage and treatment. The new stormwater drainage system for the re-development area is provided and shown on the enclosed plans. The satellite businesses (Petco, Fuddruckers, Rocky Mountain Bank, and Taco Bell) along the southern perimeter of the Mall property currently drain to a series of retention swales in the landscaped areas around these businesses. With the exception of Rocky Mountain Bank, the drainage features for the satellite businesses along Huffine Lane will not be disturbed by the proposed re- development project. These drainage systems are expected to continue to function in their current condition. Grading around the buildings and ADA parking spaces is designed to meet ADA accessibility requirements. Roof scuppers and downspouts are provided on the building structures in order to connect directly to underground collection system. Refer to the stormwater report for more detail. c. Pedestrian Circulation Circulation is provided throughout the site and provides for accessible routes for all pedestrians. Refer to the site plans showing pedestrian sidewalks in the 28 project area no greater than 200’ apart. Where necessary, crosswalks and ada ramps are provided. The interior site circulation system connects to the local pedestrian network via proposed public sidewalks and allows for connectivity to the surrounding area including the recreation area to the west and the residential area to the north. d. Accessibility Provisions The site is fully accessible to shoppers and will meet the current requirements for site and building access. Accessible parking spaces are shown on the site plans located meet applicable codes. e. Fences and Railings The proposed development does not include any perimeter fencing. Whole foods truck dock will include a fence. Fall protection will be provided for any retaining walls greater than 30” as required by code. f. Trash Enclosures Trash enclosures are provided for the pad buildings in various locations. Whole Foods trash will be in their loading dock area (fenced in). The spec retail and bank will have a trash enclosure on the north side of the site drive aisle adjacent to those two uses. g. Snow Storage The shopping Mall has historically provided areas within the surface parking lot for snow storage. Refer to site plans. h. Commercial Open Space/ Pedestrian Open Space The Project Area is 9.9 Acres (431,000 SF) requiring total usable open space of approximately 8,600 sf. We propose the areas south and east of the Whole Foods building as usable open space. This area exceeds 8,600 SF. Refer to site plans. i. Construction Management The Applicant has not yet selected a construction manager for the project. Once selected, they will adhere to the following: • All construction traffic must follow the designated construction traffic route shown in site plans on sheet C1.0 29 • Any topsoil that is on-site will be stockpiled at the start of the project. The topsoil will be redistributed once the building exteriors are complete. (approximately 1 year) • All spoils from mass grading and/or foundation excavation will be stockpiled at the start of the project until the buildings are backfilled. (approximately 10 weeks) j. Site Adjacencies The proposed development has the following uses adjacent to the site: East – Vacant Commercial building (Century Link) South (Huffine Lane/W. Main Street) – Commercial retail/mixed use. (Bozeman Gateway Center) West – Commercial retail and recreation area (Bozeman Pond). North – Residential neighborhood (Donna Ave) E. Parkland Not applicable F. Site Lighting The Proposed Project Area Site Plan will be lit to City of Bozeman requirements and standards using pole mounted lighting fixtures. The majority of the existing fixtures in the Project Area will need to be upgraded/relocated based on new drive aisles / 90 degree parking. The existing site lighting will remain in all other areas. Refer to sheets E100 and E101, showing Photometrics for the Project Area as well as additional lighting details. G. Building Design The proposed building design will be required to conform to various block frontages including internal roadway storefront with an emphasis on landscape block frontage, mixed use block frontage, and Gateway block frontage. The overall building heights vary as measured from final grade elevations – Refer to the elevations. The Whole Foods building will be approximately 38’ to upper roof. Building #2 will be 30’ high. The Whole Foods building is “stepped” with existing grade to reduce the overall building heights and provides parapet screening of roof mounted mechanical equipment. Refer to sheet GO.1 which shows site line studies. 30 The building exterior design modulates in both surface area and materials to establish a strong architectural language that provides spatial identity and interest. The modulated facades, use of material colors also aid in providing a series of repeating architectural expressions to the overall building. The common area spaces and retail are of complimentary materials and contain larger proportions of glazing to increase visibility and connection of interior space to the exterior environments. The existing monument sign for the mall will remain at its current location (signalized intersection at the site drive. Proposed building signage can be found on the architectural elevations and renderings. H. Landscaping Landscape has been provided in all areas of the Project Area, consistent with the BMC requirements. Shade trees have been located throughout the parking areas at required spacing. Landscape materials proposed are consistent with the local climate and have been designed to conserve irrigation water upon successful maturation of the plantings. An irrigation well will be installed near the southeast corner of the Whole Foods building. Landscape irrigation general notes have been provided to aid a design/build contractor. The irrigation will provide for successful growth and maturity of the proposed design. Refer to landscape drawings for additional information. I. Traffic The Gallatin Valley Mall Pad Redevelopment is currently proposed for the existing mall property north of Main Street (Huffine Lane) in Bozeman, MT. The project would include the development and redevelopment of a 46,000 S.F. of new retail space. Once completed in 2021, the project would produce up to new 1,729 daily vehicle trips. The proposed site plan would also develop a roundabout within the mall to improve traffic flow near the main entrance to the property. As proposed, the redevelopment of the Gallatin Valley Mall will not create any new roadway capacity problems in this area. The proposed roundabout within the property will decrease congestion at the main approach and will provide slight improvements to the overall operations of the Main Street/College Street traffic signal by decrease vehicle queues at the main approach. No roadway or intersection improvements are recommended with this project. Please refer to enclosed traffic impact study prepared by Abelin Traffic Services. 31 J. Water Rights The project has existing water rights. The proponent understands that a calculation agreed upon by the City and the proponent for payment-in-lieu of water rights. The calculation is based on annual demand for volume of water the proposed development will require. With that in mind, the proponent provides the following table which includes 10 similar sized Whole Foods locations in similar climates to Bozeman. Table 1: Historical Whole Foods Water usage Location Name Location SqFt Month, Yr Usage (kGal) Average (kGal)/Store Average (kGal) Region 10309-Chagrin – Dedham, MA 30,000 March, 2020 124.168 148.603 223.777 January, 2020 209.440 August, 2019 112.200 10112-South Street, Philadelphia, PA 32,000 March, 2020 166.056 298.951 January, 2020 230.384 August, 2019 500.412 10156-Framingham, MA 31,000 March, 2020 169.796 260.803 226.931 January, 2020 172.040 August, 2019 440.572 10366-Bishops Corner – West Hartford, CT 33,385 March, 2020 175.182 193.059 January, 2020 192.311 August, 2019 211.684 10410-Overland Park, KS 29,300 March, 2020 249.010 190.981 195.973 January, 2020 167.732 August, 2019 156.200 10420-Indian School Plaza – Cambridge, MA 29,495 March, 2020 276.012 283.243 January, 2020 294.712 August, 2019 279.004 10504-Wichita, KS 30,860 March, 2020 136.500 138.250 January, 2020 141.750 August, 2019 136.500 10298-BLT/Roaring Fork – Basalt, CO 31,914 March, 2020 177.500 179.700 January, 2020 191.000 August, 2019 170.600 10445-Superior, CO 32,114 March, 2020 199.000 186.333 January, 2020 198.000 August, 2019 162.000 10471-Littleton, CO 33,138 March, 2020 175.000 197.333 January, 2020 221.000 August, 2019 196.000 31,321 207.726 Average SqFt: 31,321 32 Average Usage (kGal) per month: 208 233,031 gallons per month average Average Usage (kGal) per year: 2,493 2,796,372 gallons per year average Data Source: Engie Index Report We anticipate that the calculation for the remaining retail tenants will be calculated by the city based on like uses. Included enclosed is an exhibit showing correspondence with Brian Heaston regarding CIL of water rights. Also included attached are Sanitary sewer flow projections for the project. K. Departures The proposed development is not seeking any Departures from the design standards on the initial submission. Martin Matsen has been given 2 options for the south façade of Whole Foods in anticipation of a departure required to eliminate the need for a 2nd entrance to the building off of Huffine Lane. L. Changes to Site plan This revised narrative accompanies a revision and correction submittal form to the City of Bozeman. As is required, the following narrative is a list of the general changes to the attached site and building plans: • The 4,839 SF speculative tenant adjacent to Whole Foods has been eliminated from the development program • The demolition of ½ of the Rocky Mountain Bank’s drive through canopy has been eliminated. • The 10,737 SF pad building has been relocated to be parallel to the boulevard • The 10,737 SF pad building has been reduced to 10,706 SF • A future pad building is shown as a building envelope to the north of the proposed 10,706 SF pad building. This will be addressed in our forthcoming master site plan submission. • The center boulevard with the 2 new pad buildings to the west is now shown coming off the proposed rotary. • Minor adjustments to the utility routing • Minor adjustments to the stormwater design to accommodate the revised building locations and boulevard. • All of the minor revisions to the plan as noted in the response to comments attached to this submission. 33 Appendices 1. GVM Parking Counts (proposed) 2. Cash-in-lieu of Water Rights correspondence 3. GVM Redevelopment Sanitary Sewer Flow Calculations 34 GVM Parking Counts (proposed) 35 Dat e:2/ 15/ 2021 2027 GL A Mal l Reqm'Ma l l Ci t y Ci t y Bi cycl e Ar ea 4. 5/ 1000 Req' d Reqm' t Req' d Remar ks Req' d A- 1 Bar nes and Nobl e 24, 875 4. 5 112 Ret ai l 83 1/ 300 SF A- 2A Regal Ci nemas 30, 172 4. 5 136 Theat er 279 1 space/ 4 seat s A- 2B Regal Ci nemas 7, 165 4. 5 32 Theat er 1 space/ 4 seat s C J. C. Penney Co.34, 364 4. 5 155 Ret ai l 115 1/ 300 SF F Jo- Ann Fabr i cs 20, 020 4. 5 90 Ret ai l 67 1/ 300 SF L Macy' s 51, 448 4. 5 232 Ret ai l 171 1/ 300 SF 1- B Vacant 800 4. 5 4 Ret ai l 3 1/ 300 SF 2- B Bul l man' s Wood Fi r ed Pi z 3, 017 4. 5 14 Food 40 1/ 50 SF Seat i ng 3- B US Recr ui t i ong Cent er 3, 000 4. 5 14 Ret ai l 10 1/ 300 SF 4- B Lesl i e' s Hal l mar k 4, 000 4. 5 18 Ret ai l 13 1/ 300 SF 5- 6- B Si mp l y Ma c 2, 684 4. 5 12 Ret ai l 9 1/ 300 SF 7- B Ri ddl e' s Jewel er s 1, 700 4. 5 8 Ret ai l 6 1/ 300 SF 8- B US Recr ui t i ng Cent er 2, 054 4. 5 9 Ret ai l 7 1/ 300 SF 9- B Mont ana Ar my Nat i onal Gu 1, 750 4. 5 8 Ret ai l 6 1/ 300 SF 10- B Gi ggl es: Toys and Mor e 4, 510 4. 5 20 Ret ai l 15 1/ 300 SF 11- B Cl ai r e' s Bot i que 900 4. 5 4 Ret ai l 3 1/ 300 SF 1- D1 Si xt h Di mensi on 450 4. 5 2 Ret ai l 2 1/ 300 SF 1- D2 Si xt h Di mensi on 450 4. 5 2 Ret ai l 2 1/ 300 SF 2- D Bat h and Body Wor ks 3, 000 4. 5 14 Ret ai l 10 1/ 300 SF 3- D Eddi e Bauer 6, 000 4. 5 27 Ret ai l 20 1/ 300 SF 4- D Vacant 1, 350 4. 5 6 Ret ai l 5 1/ 300 SF 5- D Lenscr af t er s 2, 000 4. 5 9 Ret ai l 7 1/ 300 SF 6&8- D Baby Logi c 4, 000 4. 5 18 Ret ai l 13 1/ 300 SF 7- D Jour ney' s 2, 600 4. 5 12 Ret ai l 9 1/ 300 SF 9- D Spencer Gi f t s 2, 000 4. 5 9 Ret ai l 7 1/ 300 SF 1- E Gallatin Valley Vision 750 4. 5 3 Ret ai l 3 1/ 300 SF 1- E1 Pl at i num Tech 1, 455 4. 5 7 Ret ai l 5 1/ 300 SF 2- E Tr adehome Shoes 2, 345 4. 5 11 Ret ai l 8 1/ 300 SF 3- E Apr i cot Lane 3, 250 4. 5 15 Ret ai l 11 1/ 300 SF 4- E Vi ct or i a' s Secr et 7, 750 4. 5 35 Ret ai l 26 1/ 300 SF 5- E1 Buckl e 4, 500 4. 5 20 Ret ai l 15 1/ 300 SF 5- E2 Zumi ez 2, 500 4. 5 11 Ret ai l 8 1/ 300 SF 6- E1 Vacant 1, 165 4. 5 5 Ret ai l 4 1/ 300 SF 6- E2 Regi s Hai rst yl i st 1, 065 4. 5 5 Ret ai l 4 1/ 300 SF 7- E1 Jensen Jewel r s 1, 436 4. 5 6 Ret ai l 5 1/ 300 SF 8- E Bob' s Pi zza 574 4. 5 3 Food 8 1/ 50 SF Seat i ng 9- E Vacant 275 4. 5 1 Ret ai l 1 1/ 300 SF 10- E El Rodeo 605 4. 5 3 Ret ai l 2 1/ 300 SF 1- G Bi g Sky Ar cadi a 690 4. 5 3 Ret ai l 2 1/ 300 SF 2 - G1 Bi g Sky Ar cadi a 311 4. 5 1 Ret ai l 1 1/ 300 SF 2 - G2 Famous Wok 615 4. 5 3 Food 8 1/ 50 SF Seat i ng 3 - G1 Or ange Jul i us 434 4. 5 2 Food 6 1/ 50 SF Seat i ng 3 - G2 The Bot t l e Shop 200 4. 5 1 Ret ai l 1 1/ 300 SF 4- G Hot Topi c 1, 550 4. 5 7 Ret ai l 5 1/ 300 SF 5- G Mont ana Gi f t Cor r al 2, 500 4. 5 11 Ret ai l 8 1/ 300 SF Area Summary GVM PARKI NG Gal l at i n Val l ey Mal l Mall Building 36 6- G The Chi l dr en' s Pl ace 3, 607 4. 5 16 Ret ai l 12 1/ 300 SF 1- H Vacant 500 4. 5 2 Ret ai l 2 1/ 300 SF 2- H Pr et zel Pl ace 300 4. 5 1 Food 4 1/ 50 SF Seat i ng 3- H Go Wi r el ess 400 4. 5 2 Ret ai l 1 1/ 300 SF 3&4H 800 4. 5 4 Ret ai l 3 1/ 300 SF 5- H Game St op 2, 250 4. 5 10 Ret ai l 8 1/ 300 SF 6- H Just For You 1, 212 4. 5 5 Ret ai l 4 1/ 300 SF 8- H Sear s Deal er St or e 10, 426 4. 5 47 Ret ai l 35 1/ 300 SF 1- J Maur i ces 4, 951 4. 5 22 Ret ai l 17 1/ 300 SF 2- J Bat h & Body Wor ks 2, 487 4. 5 11 Ret ai l 8 1/ 300 SF 3- J Mall Office 1, 350 4. 5 6 Ret ai l 5 1/ 300 SF 4- 6- J Le Nai l s 1, 050 4. 5 5 Ret ai l 4 1/ 300 SF 7- J Vacant 1, 200 4. 5 5 Ret ai l 4 1/ 300 SF 1- K Ni ght ' s Del i ght 4, 500 4. 5 20 Ret ai l 15 1/ 300 SF 2- K Vacant 1, 500 4. 5 7 Ret ai l 5 1/ 300 SF 3- K Vacant 4, 000 4. 5 18 Ret ai l 13 1/ 300 SF 4- 6- K The Bay Bar and Gr i l l 5, 550 4. 5 25 Food 74 1/ 50 SF Seat i ng 7- 8- 9- K Heal t h Car e Massage 1, 050 4. 5 5 Ret ai l 4 1/ 300 SF K-1-8 Ki osks 4. 5 0 Ret ai l 0 1/ 300 SF Pad A- 1 Pet co 12, 500 4. 5 56 Ret ai l 42 1/ 300 SF Pad B Rocky Mount ai n Bank 6, 216 4. 5 28 Bank 21 1/ 300 SF Pad D Ti r e- Rama 7, 545 4. 5 34 Ret ai l 25 1/ 300 SF Pad A- 2 WFM/ Ret ai l 29, 836 4. 5 134 Ret ai l 99 1/ 300 SF 10 Pad C Taco Bel l 2, 118 4. 5 10 Food 28 1/ 50 SF Seat i ng Pad E Ret ai l ( shops)6, 600 4. 5 30 Ret ai l 22 1/ 300 SF 2 Pad E Ret ai l ( Rest aur ant )4, 200 4. 5 19 Food 56 1/ 50 SF Seat i ng 6 Pad F Ret ai l ( Shops) TBD 5, 000 4. 5 23 Ret ai l 17 1/ 300 SF Pad F Ret ai l ( Rest aur ant ) TBD 5, 000 4. 5 23 Food 67 1/ 50 SF Seat i ng 374,427 SF 1,685 Spaces 1,621 Spaces 18 Par ki ng Pr ovi ded 1, 734 1, 734 18 Par ki ng Requi r ed 1, 685 1, 621 18 Net :49 113 Totals: 37 Cash-in-lieu of Water Rights correspondence 38 1 E Cote From:Brian Heaston <bheaston@BOZEMAN.NET> Sent:Wednesday, October 28, 2020 11:02 AM To:E Cote Subject:RE: Gallatin Valley Mall CILWR Yes, please include this thread with the application materials.    From: E Cote <ecote@chengineers.com>   Sent: Wednesday, October 28, 2020 10:45 AM  To: Brian Heaston <bheaston@BOZEMAN.NET>  Subject: RE: Gallatin Valley Mall CILWR    Ok. We are planning to submit the site plan application next week. Do you want me to just include this email chain with  the submittal In order to get the site plan accepted by the planning department for Adequacy?     Ethan Cote, P.E.  Civil Engineer  C&H Engineering and Surveying, Inc.   www.chengineers.com  (406) 587‐1115        From: Brian Heaston <bheaston@BOZEMAN.NET>   Sent: Wednesday, October 28, 2020 10:04 AM  To: E Cote <ecote@chengineers.com>  Subject: RE: Gallatin Valley Mall CILWR    Thanks. Will take a closer look when into the next phase of review.    From: E Cote <ecote@chengineers.com>   Sent: Wednesday, October 28, 2020 8:30 AM  To: Brian Heaston <bheaston@BOZEMAN.NET>  Subject: RE: Gallatin Valley Mall CILWR    Good Morning Brian,    We’re still deciding how to proceed with the pad building, but in the meantime I’ve attached water usage for Whole  Foods for you. This excel file compares water use for similar sized stores, and averages their water use at the bottom of  the spreadsheet.     Ethan Cote, P.E.  Civil Engineer  C&H Engineering and Surveying, Inc.   www.chengineers.com  (406) 587‐1115      39 2   From: Brian Heaston <bheaston@BOZEMAN.NET>   Sent: Monday, October 26, 2020 11:52 AM  To: E Cote <ecote@chengineers.com>  Subject: RE: Gallatin Valley Mall CILWR    Direct comp use is best if they have other stores that can be used for the estimate.      From: E Cote <ecote@chengineers.com>   Sent: Monday, October 26, 2020 11:44 AM  To: Brian Heaston <bheaston@BOZEMAN.NET>  Subject: RE: Gallatin Valley Mall CILWR    Brian,     One last question regarding the retail vs future restaurant space for the additional building pad.     One of the businesses that may potentially end up in this space is a wine retailer. It sounds like at previous locations  they started as a wine retailer with wine samples and eventually progressed into serving appetizers with wine samples.  This would not be as cut and dry as turning a former retail space into a restaurant space. If this is the case would it be  easier for us to just provide you with water use data from another one of their locations for comparison up front?     Ethan Cote, P.E.  Civil Engineer  C&H Engineering and Surveying, Inc.   www.chengineers.com  (406) 587‐1115        From: Brian Heaston <bheaston@BOZEMAN.NET>   Sent: Monday, October 26, 2020 11:25 AM  To: E Cote <ecote@chengineers.com>  Subject: RE: Gallatin Valley Mall CILWR    Restaurant generic: 165,000 gal/yr/1000 sq ft.  Payment of CILWR can occur at building permit, but it’s one more thing  to track.  Better to know at site plan and account for it then.    The irrigation use at Fuddruckers is built into the 1.8 AF annual average.  A well with redevelopment will pull the  irrigation component out of the CILWR determination.    From: E Cote <ecote@chengineers.com>   Sent: Monday, October 26, 2020 11:21 AM  To: Brian Heaston <bheaston@BOZEMAN.NET>  Subject: RE: Gallatin Valley Mall CILWR    Brian,    Thank you for the feedback. We’re tracking down some additional information for you regarding Whole foods water use  and the proposed uses of the additional building pad site.     40 3 FYI – Fuddruckers was previously irrigating around their property with city water, but with this project we’re proposing  to install an irrigation well to irrigate all of the proposed landscaping. I’m assuming that the irrigation use by  Fuddruckers just contributed to their 1.8 AF/yr, so this probably will not make a difference in the calculations. Is that  correct?     If the client does not have an agreement finalized with a certain restaurant for the satellite building is there a generic  restaurant calculation that you can use? Similarly, if at this time they decide to do all retail spaces in that building, but in  the future they decide to put a restaurant in one of those spaces, does that additional water use just get calculated at  that point in the future when the restaurant goes in?     Ethan Cote, P.E.  Civil Engineer  C&H Engineering and Surveying, Inc.   www.chengineers.com  (406) 587‐1115        From: Brian Heaston <bheaston@BOZEMAN.NET>   Sent: Monday, October 26, 2020 10:10 AM  To: E Cote <ecote@chengineers.com>  Subject: RE: Gallatin Valley Mall CILWR    Ethan – For the whole foods redevelopment, have WF provide metered use data for other comparable stores.  Historical  use for Fuddruckers averaged 1.8 AF/yr.  If the anticipated water use for WF + the retail space is 0.25 AF more than  Fuddruckers historical use, payment of CILWR for the delta is required.      Retail space uses ~5,000 gal/yr/1000 sq ft of gross floor area.  Restaurant use is substantially higher.  Need to know the  uses in the new satellite building.  If restaurants are going in and they’re a national franchise, then will need to see  metered use from other locations.    From: E Cote <ecote@chengineers.com>   Sent: Friday, October 23, 2020 8:30 AM  To: Brian Heaston <bheaston@BOZEMAN.NET>  Subject: Gallatin Valley Mall CILWR    Good Morning Brian,    We’re working on a site plan for several new buildings on the Gallatin Valley Mall property, so I wanted to touch base  with you to see how CILWR would be calculated for this project. The site plan (attached for reference) is proposing a  Whole Foods grocery store and attached retail space where Fuddruckers was previously located, as well as a separate  building shell for several retail and possibly restaurant spaces.     Attached is the concept plan for the project. Some of these retail square footages may be adjusted slightly as we finalize  the site plan, but I they do I will let you know. Please let me know if you need any additional information to calculate the  CILWR.     Thank you,    Ethan Cote, P.E.  Civil Engineer  www.chengineers.com  41 GVM Redevelopment Sanitary Sewer Flow Calculations 42 43 44 45 46 47 48 49 50 51 52 ACCEPTABLE FILL MATERIALS: STORMTECH SC-310 CHAMBER SYSTEMSPLEASE NOTE:1. THE LISTED AASHTO DESIGNATIONS ARE FOR GRADATIONS ONLY. THE STONE MUST ALSO BE CLEAN, CRUSHED, ANGULAR. FOR EXAMPLE, A SPECIFICATION FOR #4 STONE WOULD STATE: "CLEAN, CRUSHED, ANGULAR NO. 4 (AASHTO M43) STONE".2. STORMTECH COMPACTION REQUIREMENTS ARE MET FOR 'A' LOCATION MATERIALS WHEN PLACED AND COMPACTED IN 6" (150 mm) (MAX) LIFTS USING TWO FULL COVERAGES WITH A VIBRATORY COMPACTOR.3. WHERE INFILTRATION SURFACES MAY BE COMPROMISED BY COMPACTION, FOR STANDARD DESIGN LOAD CONDITIONS, A FLAT SURFACE MAY BE ACHIEVED BY RAKING OR DRAGGING WITHOUT COMPACTION EQUIPMENT. FOR SPECIAL LOAD DESIGNS, CONTACT STORMTECH FORCOMPACTION REQUIREMENTS.4. ONCE LAYER 'C' IS PLACED, ANY SOIL/MATERIAL CAN BE PLACED IN LAYER 'D' UP TO THE FINISHED GRADE. MOST PAVEMENT SUBBASE SOILS CAN BE USED TO REPLACE THE MATERIAL REQUIREMENTS OF LAYER 'C' OR 'D' AT THE SITE DESIGN ENGINEER'S DISCRETION.NOTES:1. CHAMBERS SHALL MEET THE REQUIREMENTS OF ASTM F2922 (POLETHYLENE) OR ASTM F2418-16a (POLYPROPYLENE), "STANDARD SPECIFICATION FOR CORRUGATED WALL STORMWATER COLLECTIONCHAMBERS".2. SC-310 CHAMBERS SHALL BE DESIGNED IN ACCORDANCE WITH ASTM F2787 "STANDARD PRACTICE FOR STRUCTURAL DESIGN OF THERMOPLASTIC CORRUGATED WALL STORMWATER COLLECTIONCHAMBERS".3. THE SITE DESIGN ENGINEER IS RESPONSIBLE FOR ASSESSING THE BEARING RESISTANCE (ALLOWABLE BEARING CAPACITY) OF THE SUBGRADE SOILS AND THE DEPTH OF FOUNDATION STONE WITHCONSIDERATION FOR THE RANGE OF EXPECTED SOIL MOISTURE CONDITIONS.4. PERIMETER STONE MUST BE EXTENDED HORIZONTALLY TO THE EXCAVATION WALL FOR BOTH VERTICAL AND SLOPED EXCAVATION WALLS.5. REQUIREMENTS FOR HANDLING AND INSTALLATION:xTO MAINTAIN THE WIDTH OF CHAMBERS DURING SHIPPING AND HANDLING, CHAMBERS SHALL HAVE INTEGRAL, INTERLOCKING STACKING LUGS.xTO ENSURE A SECURE JOINT DURING INSTALLATION AND BACKFILL, THE HEIGHT OF THE CHAMBER JOINT SHALL NOT BE LESS THAN 2”.xTO ENSURE THE INTEGRITY OF THE ARCH SHAPE DURING INSTALLATION, a) THE ARCH STIFFNESS CONSTANT AS DEFINED IN SECTION 6.2.8 OF ASTM F2922 SHALL BE GREATER THAN OR EQUAL TO 400LBS/IN/IN. AND b) TO RESIST CHAMBER DEFORMATION DURING INSTALLATION AT ELEVATED TEMPERATURES (ABOVE 73° F / 23° C), CHAMBERS SHALL BE PRODUCED FROM REFLECTIVE GOLD ORYELLOW COLORS.MATERIAL LOCATION DESCRIPTIONAASHTO MATERIALCLASSIFICATIONSCOMPACTION / DENSITY REQUIREMENTDFINAL FILL: FILL MATERIAL FOR LAYER 'D' STARTS FROM THE TOP OF THE 'C'LAYER TO THE BOTTOM OF FLEXIBLE PAVEMENT OR UNPAVED FINISHEDGRADE ABOVE. NOTE THAT PAVEMENT SUBBASE MAY BE PART OF THE 'D'LAYER.ANY SOIL/ROCK MATERIALS, NATIVE SOILS, OR PER ENGINEER'S PLANS.CHECK PLANS FOR PAVEMENT SUBGRADE REQUIREMENTS.N/APREPARE PER SITE DESIGN ENGINEER'S PLANS. PAVEDINSTALLATIONS MAY HAVE STRINGENT MATERIAL ANDPREPARATION REQUIREMENTS.CINITIAL FILL: FILL MATERIAL FOR LAYER 'C' STARTS FROM THE TOP OF THEEMBEDMENT STONE ('B' LAYER) TO 18" (450 mm) ABOVE THE TOP OF THECHAMBER. NOTE THAT PAVEMENT SUBBASE MAY BE A PART OF THE 'C'LAYER.GRANULAR WELL-GRADED SOIL/AGGREGATE MIXTURES, <35% FINES ORPROCESSED AGGREGATE. MOST PAVEMENT SUBBASE MATERIALS CAN BE USED IN LIEU OF THISLAYER.AASHTO M145¹A-1, A-2-4, A-3ORAASHTO M43¹3, 357, 4, 467, 5, 56, 57, 6, 67, 68, 7, 78, 8, 89, 9, 10BEGIN COMPACTIONS AFTER 12" (300 mm) OF MATERIAL OVERTHE CHAMBERS IS REACHED. COMPACT ADDITIONAL LAYERS IN6" (150 mm) MAX LIFTS TO A MIN. 95% PROCTOR DENSITY FORWELL GRADED MATERIAL AND 95% RELATIVE DENSITY FORPROCESSED AGGREGATE MATERIALS. ROLLER GROSSVEHICLE WEIGHT NOT TO EXCEED 12,000 lbs (53 kN). DYNAMICFORCE NOT TO EXCEED 20,000 lbs (89 kN).BEMBEDMENT STONE: FILL SURROUNDING THE CHAMBERS FROM THEFOUNDATION STONE ('A' LAYER) TO THE 'C' LAYER ABOVE.CLEAN, CRUSHED, ANGULAR STONEAASHTO M43¹3, 357, 4, 467, 5, 56, 57NO COMPACTION REQUIRED.AFOUNDATION STONE: FILL BELOW CHAMBERS FROM THE SUBGRADE UP TOTHE FOOT (BOTTOM) OF THE CHAMBER.CLEAN, CRUSHED, ANGULAR STONEAASHTO M43¹3, 357, 4, 467, 5, 56, 57PLATE COMPACT OR ROLL TO ACHIEVE A FLAT SURFACE.2,3DCBA*TO BOTTOM OF FLEXIBLE PAVEMENT. FOR UNPAVEDINSTALLATIONS WHERE RUTTING FROM VEHICLESMAY OCCUR, INCREASE COVER TO 24" (600 mm).SUBGRADE SOILS(SEE NOTE 4)PERIMETER STONE(SEE NOTE 5)EXCAVATION WALL(CAN BE SLOPED OR VERTICAL)SC-310END CAPPAVEMENT LAYER (DESIGNEDBY SITE DESIGN ENGINEER)16"(405 mm)18"(450 mm) MIN*8'(2.4 m)MAX6"DEPTH OF STONE: 6" (150 mm) MIN12" (300 mm) MIN12" (300 mm) TYP34" (865 mm)6"(150 mm) MINADS GEOSYNTHETICS 601T NON-WOVEN GEOTEXTILE ALLAROUND CLEAN, CRUSHED, ANGULAR STONE IN A & B LAYERSISOLATOR ROW PLUS(SEE DETAIL)PLACE MINIMUM 12.50' OF ADSPLUS125 WOVEN GEOTEXTILE OVER BEDDINGSTONE AND UNDERNEATH CHAMBER FEET FOR SCOUR PROTECTION AT ALLCHAMBER INLET ROWSPerimeterCONCEPTUAL ELEVATIONSMAXIMUM ALLOWABLE GRADE (TOP OF PAVEMENT/UNPAVED):9.83MINIMUM ALLOWABLE GRADE (UNPAVED WITH TRAFFIC):3.83MINIMUM ALLOWABLE GRADE (UNPAVED NO TRAFFIC):3.33MINIMUM ALLOWABLE GRADE (TOP OF RIGID CONCRETE PAVEMENT):3.33MINIMUM ALLOWABLE GRADE (BASE OF FLEXIBLE PAVEMENT):3.33TOP OF STONE:2.33TOP OF SC-310 CHAMBER: 1.8312" x 12" TOP MANIFOLD INVERT:0.7912" ISOLATOR ROW PLUS INVERT: 0.58BOTTOM OF SC-310 CHAMBER:0.50BOTTOM OF STONE: 0.00MAX FLOWINVERT*DESCRIPTIONITEM ONLAYOUTPART TYPE0.90"12" BOTTOM PREFABRICATED END CAP, PART#: SC310EPE12BR / TYP OF ALL 12" ISOLATOR ROWPLUS CONNECTIONSAPREFABRICATED END CAP3.50"12"x12" TOP MANIFOLD, MOLDED FITTINGSBMANIFOLD2.3 CFS IN36" DIAMETER (24.00" SUMP MIN)CNYLOPLAST(INLET W/ ISO PLUS ROW)53 NOTES1.8-30" (200-750 mm) GRATES/SOLID COVERS SHALL BE DUCTILE IRON PER ASTM A536GRADE 70-50-052. 12-30" (300-750 mm) FRAMES SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-053. DRAIN BASIN TO BE CUSTOM MANUFACTURED ACCORDING TO PLAN DETAILS4. DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHALL CONFORM TO ASTM D3212FOR CORRUGATED HDPE (ADS & HANCOR DUAL WALL) & SDR 35 PVC5. FOR COMPLETE DESIGN AND PRODUCT INFORMATION: WWW.NYLOPLAST-US.COM6. TO ORDER CALL: 800-821-6710A PART # GRATE/SOLID COVER OPTIONS8"(200 mm)2808AGPEDESTRIAN LIGHTDUTYSTANDARD LIGHTDUTYSOLID LIGHT DUTY10"(250 mm)2810AGPEDESTRIAN LIGHTDUTYSTANDARD LIGHTDUTYSOLID LIGHT DUTY12"(300 mm)2812AGPEDESTRIANAASHTO H-10STANDARD AASHTOH-20SOLIDAASHTO H-2015"(375 mm)2815AGPEDESTRIANAASHTO H-10STANDARD AASHTOH-20SOLIDAASHTO H-2018"(450 mm)2818AGPEDESTRIANAASHTO H-10STANDARD AASHTOH-20SOLIDAASHTO H-2024"(600 mm)2824AGPEDESTRIANAASHTO H-10STANDARD AASHTOH-20SOLIDAASHTO H-2030"(750 mm)2830AGPEDESTRIANAASHTO H-20STANDARD AASHTOH-20SOLIDAASHTO H-20INTEGRATED DUCTILE IRONFRAME & GRATE/SOLID TOMATCH BASIN O.D.VARIOUS TYPES OF INLET ANDOUTLET ADAPTERS AVAILABLE:4-30" (100-750 mm) FORCORRUGATED HDPEWATERTIGHT JOINT(CORRUGATED HDPE SHOWN)BACKFILL MATERIAL BELOW AND TO SIDESOF STRUCTURE SHALL BE ASTM D2321CLASS I OR II CRUSHED STONE OR GRAVELAND BE PLACED UNIFORMLY IN 12" (305 mm)LIFTS AND COMPACTED TO MIN OF 90%TRAFFIC LOADS: CONCRETE DIMENSIONSARE FOR GUIDELINE PUPOSES ONLY.ACTUAL CONCRETE SLAB MUST BEDESIGNED GIVING CONSIDERATION FORLOCAL SOIL CONDITIONS, TRAFFIC LOADING& OTHER APPLICABLE DESIGN FACTORSADAPTER ANGLES VARIABLE 0°- 360°ACCORDING TO PLANS18" (457 mm)MIN WIDTHAAASHTO H-20 CONCRETE SLAB8" (203 mm) MIN THICKNESSVARIABLE SUMP DEPTHACCORDING TO PLANS[6" (152 mm) MIN ON 8-24" (200-600 mm),10" (254 mm) MIN ON 30" (750 mm)]4" (102 mm) MIN ON 8-24" (200-600 mm)6" (152 mm) MIN ON 30" (750 mm)12" (610 mm) MIN(FOR AASHTO H-20)INVERT ACCORDING TOPLANS/TAKE OFFNOMINAL CHAMBER SPECIFICATIONSSIZE (W X H X INSTALLED LENGTH) 34.0" X 16.0" X 85.4" (864 mm X 406 mm X 2169 mm)CHAMBER STORAGE 14.7 CUBIC FEET (0.42 m³)MINIMUM INSTALLED STORAGE* 31.0 CUBIC FEET (0.88 m³)WEIGHT 35.0 lbs. (16.8 kg)*ASSUMES 6" (152 mm) ABOVE, BELOW, AND BETWEEN CHAMBERSBUILD ROW IN THIS DIRECTIONOVERLAP NEXT CHAMBER HERE(OVER SMALL CORRUGATION)START END34.0"(864 mm)16.0"(406 mm)90.7" (2304 mm) ACTUAL LENGTH85.4" (2169 mm) INSTALLED LENGTHAABC9.9"(251 mm)15.6"(396 mm)PART # STUB A B CSC310EPE06T / SC310EPE06TPC6" (150 mm) 9.6" (244 mm)5.8" (147 mm)---SC310EPE06B / SC310EPE06BPC ---0.5" (13 mm)SC310EPE08T / SC310EPE08TPC8" (200 mm) 11.9" (302 mm)3.5" (89 mm)---SC310EPE08B / SC310EPE08BPC ---0.6" (15 mm)SC310EPE10T / SC310EPE10TPC10" (250 mm) 12.7" (323 mm)1.4" (36 mm)---SC310EPE10B / SC310EPE10BPC ---0.7" (18 mm)SC310EPE12B12" (300 mm) 13.5" (343 mm)---0.9" (23 mm)SC310EPE12BR12" (300 mm) 13.5" (343 mm)---0.9" (23 mm)ALL STUBS, EXCEPT FOR THE SC310EPE12B ARE PLACED AT BOTTOM OF END CAP SUCH THAT THE OUTSIDE DIAMETER OFTHE STUB IS FLUSH WITH THE BOTTOM OF THE END CAP. FOR ADDITIONAL INFORMATION CONTACT STORMTECH AT1-888-892-2694.* FOR THE SC310EPE12B THE 12" (300 mm) STUB LIES BELOW THE BOTTOM OF THE END CAP APPROXIMATELY 0.25" (6 mm).BACKFILL MATERIAL SHOULD BE REMOVED FROM BELOW THE N-12 STUB SO THAT THE FITTING SITS LEVEL.NOTE: ALL DIMENSIONS ARE NOMINALPRE-FAB STUB AT BOTTOM OF END CAP WITH FLAMP END WITH "BR"PRE-FAB STUBS AT BOTTOM OF END CAP FOR PART NUMBERS ENDING WITH "B"PRE-FAB STUBS AT TOP OF END CAP FOR PART NUMBERS ENDING WITH "T"PRE CORED END CAPS END WITH "PC"INSPECTION & MAINTENANCESTEP 1) INSPECT ISOLATOR ROW PLUS FOR SEDIMENTA. INSPECTION PORTS (IF PRESENT)A.1. REMOVE/OPEN LID ON NYLOPLAST INLINE DRAINA.2. REMOVE AND CLEAN FLEXSTORM FILTER IF INSTALLEDA.3. USING A FLASHLIGHT AND STADIA ROD, MEASURE DEPTH OF SEDIMENT AND RECORD ON MAINTENANCE LOGA.4. LOWER A CAMERA INTO ISOLATOR ROW PLUS FOR VISUAL INSPECTION OF SEDIMENT LEVELS (OPTIONAL)A.5. IF SEDIMENT IS AT, OR ABOVE, 3" (80 mm) PROCEED TO STEP 2. IF NOT, PROCEED TO STEP 3.B. ALL ISOLATOR PLUS ROWSB.1. REMOVE COVER FROM STRUCTURE AT UPSTREAM END OF ISOLATOR ROW PLUSB.2. USING A FLASHLIGHT, INSPECT DOWN THE ISOLATOR ROW PLUS THROUGH OUTLET PIPEi) MIRRORS ON POLES OR CAMERAS MAY BE USED TO AVOID A CONFINED SPACE ENTRYii) FOLLOW OSHA REGULATIONS FOR CONFINED SPACE ENTRY IF ENTERING MANHOLEB.3. IF SEDIMENT IS AT, OR ABOVE, 3" (80 mm) PROCEED TO STEP 2. IF NOT, PROCEED TO STEP 3.STEP 2) CLEAN OUT ISOLATOR ROW PLUS USING THE JETVAC PROCESSA. A FIXED CULVERT CLEANING NOZZLE WITH REAR FACING SPREAD OF 45" (1.1 m) OR MORE IS PREFERREDB. APPLY MULTIPLE PASSES OF JETVAC UNTIL BACKFLUSH WATER IS CLEANC. VACUUM STRUCTURE SUMP AS REQUIREDSTEP 3) REPLACE ALL COVERS, GRATES, FILTERS, AND LIDS; RECORD OBSERVATIONS AND ACTIONS.STEP 4) INSPECT AND CLEAN BASINS AND MANHOLES UPSTREAM OF THE STORMTECH SYSTEM.NOTES1. INSPECT EVERY 6 MONTHS DURING THE FIRST YEAR OF OPERATION. ADJUST THE INSPECTION INTERVAL BASED ON PREVIOUSOBSERVATIONS OF SEDIMENT ACCUMULATION AND HIGH WATER ELEVATIONS.2. CONDUCT JETTING AND VACTORING ANNUALLY OR WHEN INSPECTION SHOWS THAT MAINTENANCE IS NECESSARY.CATCH BASINORMANHOLESTORMTECH HIGHLY RECOMMENDSFLEXSTORM INSERTS IN ANY UPSTREAMSTRUCTURES WITH OPEN GRATESSC-310 CHAMBER12" (300 mm) HDPE ACCESS PIPE REQUIREDUSE FACTORY PRE-FABRICATED END CAPPART #: SC310EPE12BRSC-310 END CAPOPTIONAL INSPECTION PORTCOVER ENTIRE ISOLATOR ROW PLUS WITH ADSGEOSYNTHETICS 601T NON-WOVEN GEOTEXTILE5' (1.5 m) MIN WIDEONE LAYER OF ADSPLUS125 WOVEN GEOTEXTILE BETWEENFOUNDATION STONE AND CHAMBERS4' (1.2 m) MIN WIDE CONTINUOUS FABRIC WITHOUT SEAMSSUMP DEPTH TBD BYSITE DESIGN ENGINEER(24" [600 mm] MIN RECOMMENDED)54 RENDERING - OVERVIEW GVM BOZEMAN architecture 12.31.20 DESIGN UPDATE 2020.009 1 SHEET 1 OF 19 55 RENDERING - REAR (HUFFINE LANE) architecture 2 SHEET 2 OF 19 GVM BOZEMAN 12.31.20 DESIGN UPDATE 2020.009 56 RENDERING - REAR (HUFFINE LANE) architecture 3 SHEET 3 OF 19 GVM BOZEMAN STACKED SIGN 3'-6" LETTER SET APPROX. 138 SF 12.31.20 DESIGN UPDATE 2020.009 57 RENDERING - REAR (HUFFINE LANE) architecture 4 SHEET 4 OF 19 GVM BOZEMAN 12.31.20 DESIGN UPDATE 2020.009 58 RENDERING - FRONT DRIVE AISLE architecture 5 SHEET 5 OF 19 GVM BOZEMAN 12.31.20 DESIGN UPDATE 2020.009 59 RENDERING - FRONT PARKING FIELD architecture 6 SHEET 6 OF 19 GVM BOZEMAN 12.31.20 DESIGN UPDATE 2020.009 60 RENDERING - FRONT PARKING FIELD architecture 7 SHEET 7 OF 19 GVM BOZEMAN 12.31.20 DESIGN UPDATE 2020.009 61 RENDERING - FRONT DRIVE AISLE architecture 8 SHEET 8 OF 19 GVM BOZEMAN 12.31.20 DESIGN UPDATE 2020.009 62 RENDERING -FRONT SIDEWALK architecture 9 SHEET 9 OF 19 GVM BOZEMAN 12.31.20 DESIGN UPDATE 2020.009 63 RENDERING - FRONT SIDEWALK architecture 10 SHEET 10 OF 19 GVM BOZEMAN STACKED SIGN 3'-6" LETTER SET APPROX. 138 SF SINGLE-LINE SIGN 2'-0" LETTER SET APPROX. 67 SF 12.31.20 DESIGN UPDATE 2020.009 64 RENDERING - FRONT architecture 11 SHEET 11 OF 19 GVM BOZEMAN 12.31.20 DESIGN UPDATE 2020.009 65 GENERAL NOTES1.ALL ROOF MOUNTED EQUIPMENT TO BE FURNISHED AND INSTALLED ONCURBS HAVING A MINIMUM HEIGHT OF 14". ROOF MOUNTED EQUIPMENT TOPROJECT A MINIMUM OF 6" ABOVE THE ROOFING COMPONENTS INCLUDINGCRICKETS AND TAPERS.2.ALL ROOFTOP HVAC EQUIPMENT TO INCLUDE MANUFACTURER SUPPLIEDAND INSTALLED HAIL-GUARDS TO PROTECT EXPOSED AIR COOLEDCONDENSERS.3.PROVIDE AND INSTALL HEAT TRACING AT ALL GUTTERS, DOWNSPOUTS ANDROOF DRAINS.4.PROVIDE AND INSTALL GREASE PROTECTOR PADS AT EACH GREASEBEARING EXHAUST OUTLET AS COORDINATED WITH TENANT.DOOR SCHEDULETYPE-A, 16'X9' STANLEY DURAGLIDE 2000 SERIES W/ FULLY RECESSEDTHRESHOLD & ELECTRIC SOLENOID LOCK, FINISH: F6F1F2F3101F4F5F6F8F7F1 - VERTICAL WOOD SIDING, RE: A4.2-W1EXTERIOR MATERIAL LEGENDEXTERIOR FINISH SCHEDULERECLAIMED VERTICAL WOOD SIDINGFINISH: F7/F8F2 - EXPOSED CONCRETE WALL PANELF3 - POLYCARBONATE PANELF4 - CONCRETE, RE: A4.2-W4F5 - STANDING SEAM METAL ROOF4X4 SKYLIGHT: SUNOPTICS SIGNATURE SERIES DOMESIG-4040-W51.25-L51.25-DGF-CC2CL3-LENSWHWHWH-800MD-MI-ITBRCURB-4040-W50-L50-ARC14-18GA102103104105107ROOF ANCHOR POST:MILLER FUSION X10002 (STANDING SEAM), X10031 (MEMBRANE)INTERNAL ROOF DRAIN6" CANOPY DRAIN:INTERNAL - ZURN Z185 W/ 90 DEG SIDE OUTLETEXTERNAL - ZURN Z1814X6 PRE-FINISHED ALUMINUM OPEN DOWNSPOUTFINISH: F6EXPOSED CONCRETE WALL PANEL, LIGHT SANDBLASTTRANSLUCENT POLYCARBONATE PANEL, EXTECH LIGHTWALL 3440 ORAPPROVED EQUALEXPOSED CONCRETE FOUNDATIONPERMAFLUOR 2-COAT 70% PVDF FLUOROPOLYMER BASED COATINGCOLOR: CHARCOALSANSIN SDF BASE COAT OR PRECISION COAT FACTORY FINISHCOLOR: AS SELECTED BY ARCHITECTGREEN SCREEN:WELDED WIRE MESH/VINE SCREENFINISH: GALVANIZEDSNOW GUARDS:SNOW DEFENDER 6500 SERIES OR 85RF DECO W/ S-5 CLAMPFINISH: CHARCOAL TO MATCH F6 COLORTYPE-B, 12'X9' STANLEY DURAGLIDE 2000 SERIES W/ FULLY RECESSEDTHRESHOLD & ELECTRIC SOLENOID LOCK, FINISH: F6TYPE-C, 35'X8' TYMETAL CORP, DOUBLE HEAVY DUTY SWING GATE WITHTYM-200-SW OPERATOR, FINISH: POWDER COAT COLOR TO MATCH F6TYPE-E, 8'X10' OVERHEAD DOOR, MODEL 593 THERMACORE INSULATEDHIGH-LIFT SECTIONAL STEEL DOOR WITH VISION WINDOWS, FINISH: POWDERCOAT COLOR TO MATCH F6108TYPE-G, 3'X8' FLUSH INSULATED HOLLOW METAL DOOR W/ FULLY WELDEDSTEEL FRAME AND VON DUPRIN SERIES 98 EXIT DEVICE, FINISH: PAINTED TOMATCH F6 COLORSANSIN ENS NATURALS TOP COAT (FIELD APPLIED)COLOR: CLEAR24GA VERTICAL-RIB, SNAP-JOINT, STANDING-SEAM METAL ROOF PANELSFINISH: F6L1 4" SHALLOW RECESSED LED DOWN LIGHTL2 GOOSENECK LED WALL LIGHTL3 NARROW LINEAR LED WALL WASH/DOWN LIGHTL4 FESTOON LIGHTINGL6 PEDESTRIAN LED POLE LIGHTL5 STRIP LEDTYPE-F, 6'X8'-0" KAWNEER 350T INSULPOUR THERMAL ENTRANCE DOORS W/VON DUPRIN SERIES 98 EXIT DEVICE, FINISH: F6TYPE-G, 6'X8' FLUSH INSULATED HOLLOW METAL DOOR W/ FULLY WELDEDSTEEL FRAME AND VON DUPRIN SERIES 98 EXIT DEVICE, FINISH: PAINTED TOMATCH F6 COLORLIGHTING SCHEDULESEE ELECTRICAL SHEETS FOR LIGHTING DETAILS.ROOF LEGEND30-YEAR WHITE TPO 60 MIL MEMBRANE ROOFING by FIRESTONE, ULTRA PLYTPO ROOFING MEMBRANE or APPROVED EQUAL. FULLY ADHERED withBONDING ADHESIVE per MANUFACTURER OVER COVER BOARD AND RIGIDINSULATION per MANUFACTURERDOOR AND WINDOW SYMBOL LEGENDDOORWINDOWNUMBERLETTERF95.SEE SHEETS A4.4 AND A4.5 FOR ROOFING DETAILS. ALL MANUFACTURERRECOMMENDED DETAILS ARE TO BE FOLLOWED TO PROVIDE FULL ROOFWARRANTY.4:124:12 2:12MAU (6,811 CFM)2,071 LB.48X230X67H8-FAN, AIR COOLEDCONDENSER (BYTENANT) ON ROOFRAILS (BYLANDLORD)3,680 LB.90.75X192X43.5H15 TON RTU3,000 LB.84X122X66H72X81 ROOF OPENING7.5 TON RTU1,000 LB.54X89X47H46X46 ROOF OPENINGDOAS: CAPTIVE AIREPARAGON (10,000 CFM)3,800 LB.160X90X94H108X77 ROOF OPENINGSUNOPTICS 4X4SKYLIGHT WITHCURB, TYP.ALTERNATE LOCATION: BACKUP STAND-BY GENERATOR2,623 LB.40X97X58HPROVIDE (2) 2" CONDUITS AND (1) 1" CONDUIT WITH PULLSTRINGS FROM GENERATOR TO STUBBED INTO THEMECHANICAL PLATFORM AREA ADJACENT TO TENANT'S MDP1/4:121/4:121/4:121/4:12 1/2:12 4:12 4:124:124:121/2:121/2:121/2:121/2:12 1/4:121/4:124:12 4:12 4:12 4:121/4:121/2:12 30X96 TYPE L-50T OSHA APPROVEDLOCKABLE ROOF HATCH WITHBILCO LADDER UP SAFETY POLEAND STEEL ALTERNATING TREADDEVICEFUSION ROOFANCHOR POST,TYP.INTERNAL ROOF DRAIN W/OVERFLOW SCUPPER,TYP.CANT AND CRICKET ROOFINSULATION TO SLOPE TODRAIN, TYP.6X6 STEELGUTTERSNOW GUARDS,(3) ROWS EACHPITCH THISROOF, TYP.ROOF ANCHORPOST, TYP.DOWNSPOUT,TIGHT-LINE TOSTORM SEWERDOWNSPOUT,TIGHT-LINE TOSTORM SEWERDOWNSPOUT,TIGHT LINETO STORM SEWERROOF EDGE TOSHEET FLOW ONTOROOF BELOWDOWNSPOUT,SHEET FLOW ONTOROOF BELOWDOWNSPOUT, SHEET FLOW ONTO ROOF BELOWDOWNSPOUT,TIGHT-LINE TOSTORM SEWERDOWNSPOUT,TIGHT-LINE TOSTORM SEWERDOWNSPOUT,SHEET FLOWONTO ROOFBELOW6X6 STEELGUTTERROOF ANCHORPOST, TYP.DOWNSPOUT,TIGHT-LINE TOSTORM SEWERDOWNSPOUT,TIGHT-LINE TOSTORM SEWERDOWNSPOUT,SHEET FLOWONTO ROOFBELOWROUTE ALL INTERNAL DRAINSTHIS SIDE OF ROOF TO COMMONDRAIN LINE TIGHT TOSTRUCTURE. SLOPE LINE TO THISCORNER AND CONNECT TOSTORM SEWER. RE: PLUMBING6" CANOPY DRAIN. CONNECTTO DOWNSPOUT BELOW ANDTIGHT-LINE TO STORM SEWERROOF ANCHORPOST, TYP.SNOW GUARDS, (2)ROWS EACH PITCHTHIS ROOF, TYP.6X6 STEELGUTTERSTEEL CANOPYSTEEL CANOPY6" CANOPY DRAIN. CONNECTTO DOWNSPOUT BELOW ANDTIGHT-LINE TO STORM SEWER6" CANOPY DRAIN. CONNECTTO DOWNSPOUT BELOW ANDTIGHT-LINE TO STORM SEWERSNOW GUARDS,(3) ROWS EACH PITCHTHIS ROOF, TYP.SNOW GUARDS,(3) ROWS EACHPITCH THIS ROOF,TYP.EXTENT OF 6X6 STEEL GUTTEREXTENT OF 6X6STEEL GUTTERROOF EDGE TOSHEET FLOW ONTOROOF BELOWPARAPET3 TON RTU800 LB.44X69X46H40X37 ROOFOPENINGROOF ANCHORPOST, TYP.F5F5F5F5DOWNSPOUT,TIGHT-LINE TOSTORM SEWERDOWNSPOUT,TIGHT-LINE TOSTORM SEWERPRE-FABRICATED ALUMINUM SOLARAWNING, FINISH: TO MATCH F6, SEE1/A3.2(3) SPLIT SYSTEMCONDENSING UNITS300 LB. EACH(2) MECHANICAL PLATFORMGENERAL/ EMERGENCYPURGE EXHAUST FANS250 LB. EACHROOF PIPINGPENETRATION THROUGHSIDE-WALLECONOMIZER/ POWEREXHAUST, TYP.ECONOMIZER &RELIEF HOODS, TYP.ECONOMIZER &RELIEF HOODS, TYP.DASHED LINE OF SERVICECLEARANCE, TYP.15 TON RTU3,000 LB.84X122X66H72X81 ROOF OPENING10-FAN, AIR COOLED CONDENSER(BY TENANT) ON ROOF RAILS (BYLANDLORD)4,600 LB.90.75X240X43.5H5 TON RTU1,000 LB.53X89X41H46X46 ROOFOPENINGTENANT SUPPLIED,LANDLORD INSTALLEDEXHAUST FANS & CURBS.COORDINATE QUANTITYAND FINAL LOCATIONSWITH TENANT.365 LB. EACHMAU (5,012 CFM)1,611 LB.41X198X59H5 TON RTU1,000 LB.53X89X41H46X46 ROOF OPENINGLINE OF FUTURESOLAR PANEL ARRAYAREA BY TENANTSUNOPTICS 4X4SKYLIGHT WITHCURB, TYP.LINE OF FUTURESOLAR PANEL ARRAYAREA BY TENANT, SEE5/A4.6 FOR CLIPDETAILPRE-FABRICATED ALUMINUMSOLAR AWNING, FINISH: TO MATCHF6, SEE 1/A3.2PRE-FABRICATEDALUMINUM SOLARAWNING, FINISH:TO MATCH F6,SEE 1/A3.2PRE-FABRICATED ALUMINUMSOLAR AWNING, FINISH: TO MATCHF6, SEE 1/A3.2PRE-FABRICATED ALUMINUMSOLAR AWNING, FINISH: TO MATCHF6, SEE 1/A3.2PRE-FABRICATED ALUMINUMSOLAR AWNING, FINISH: TO MATCHF6, SEE 1/A3.21/4:121/4:121/2:121/2:12 1/2:121/2:12 1/2:121/4:121/A3.12/A3.12/A3.13/A3.13/A3.1 1/A3.11/A3.12/A3.12/A3.13/A3.13/A3.1 1/A3.1SNOW GUARDS, (2) ROWS EACHPITCH THIS ROOF, TYP.DOWNSPOUT,TIGHT-LINE TOSTORM SEWERHATCHED AREAINDICATES GREASEPROTECTION PADSREQUIRED - 10' MINIMUMFROM EXHAUSTOUTLETSTHROUGH WALLOVERFLOW SCUPPER, TYP.ALL PERIMETER DRAINLOCATIONS. SEE 9/A4.5F9F9F9F9F9F9F9F9F9F9F92/A4.43/A4.4TYP.9/A4.4TYP.PRE-FABRICATED ALUMINUMSOLAR AWNING, FINISH: TO MATCHF6, SEE 1/A3.2PRE-FABRICATED ALUMINUMSOLAR AWNING, FINISH: TO MATCHF6, SEE 1/A3.2PRE-FABRICATED ALUMINUMSOLAR AWNING, FINISH: TO MATCHF6, SEE 1/A3.2PRE-FABRICATED ALUMINUMSOLAR AWNING, FINISH: TO MATCHF6, SEE 1/A3.29/A4.5TYP.3/A4.4DOWNSPOUT,TIGHT-LINE TOSTORM SEWERADD ROOF ANCHORS ASNEEDEDCONTINUOUS CLEATMETAL COPING, TYP.FINISH: TO MATCH F6CONTINUOUS CLEATMETAL COPING, TYP.FINISH: TO MATCH F6CONTINUOUS CLEATMETAL COPING, TYP.FINISH: TO MATCH F6COPYRIGHT C THESE DOCUMENTS, IN PART OR IN WHOLE, AND THE DESIGN THEY REPRESENT ARE THE SOLE PROPERTY OF COLLABORATIVE DESIGN ARCHITECTS. THESE DOCUMENTS ARE INTENDED FOR THE PROJECT ON THE SITE INDICATED. ANY USE, REPRODUCTION, MODIFICATION OR ADAPTATION WITHOUT THE EXPRESS WRITTEN CONSENT OF COLLABORATIVE DESIGN AR CHI TECTS IS S T R IC TLY P ROH IBI T ED. 2280 GRANT ROAD, SUITE C BILLINGS, MT 59102 406.248.3443 www.cd-mt.com COLLABORATIVE DESIGN ARCHITECTSISSUE DATES:ARCH ITECTSPREPARED FOR :PROJECT NUMBER:PROJECT ARCHITECT :2026JASON T. FITZGERALD, AIAGALLATIN MALL GROUP LLC 2905 WEST MAIN STREET, BOZEMAN, MT WHOLE FOODS MARKET 2021---CITY REVIEW / BID SET 3-5-21WHOLE FOODS DD: 3-2-21CITY REVIEW AND BID SETJASON T.FITZGERALDBILLINGSMT2836ANMONTAST OFA TEARCTIH TCEDSENECIL 2836JASON T.FITZGERALDBILLINGSMTA1.2ROOF PLANROOF PLAN1/8" = 1'-0"A1.21CONSTRUCTION DOCUMENTS:1.THE CONSTRUCTION CONTRACT INCLUDES THE EXECUTED, SIGNED AGREEMENT BETWEEN THEOWNER AND THE CONTRACTOR AND THE CONSTRUCTION DOCUMENTS, WHICH INCLUDES THESPECIFICATIONS, THE GENERAL CONDITIONS, THE SUPPLEMENTARY CONDITIONS, AND THEDRAWINGS.2.BY EXECUTION OF THE CONSTRUCTION CONTRACT, THE CONTRACTOR REPRESENTS THAT HE ORSHE HAS (1) READ AND UNDERSTANDS THE REQUIREMENTS OF THE CONSTRUCTIONDOCUMENTS, (2) VISITED THE PROJECT-SITE, (3) BECOME FAMILIAR WITH THE LOCALCONDITIONS UNDER WHICH THE WORK WILL BE PERFORMED, (4) CORRELATED PERSONALOBSERVATIONS WITH REQUIREMENTS OF THE CONTRACT DOCUMENTS, AND (5) THAT HE OR SHEWILL COMPLY WITH ALL REQUIREMENTS OF THE CONSTRUCTION DOCUMENTS.3.THE INTENT OF THE CONSTRUCTION DOCUMENTS IS TO INCLUDE ALL ITEMS NECESSARY FOR THEPROPER EXECUTION AND COMPLETION OF THE CONSTRUCTION WORK - AND TO PROVIDE(FURNISH AND INSTALL) ALL PRODUCTS, MATERIALS, EQUIPMENT OR ACCESSORIES REQUIRED FORPROPER OPERATION, IN ACCORDANCE WITH THEIR MANUFACTURER'S REQUIREMENTS.4.THE CONTRACT DOCUMENTS ARE COMPLEMENTARY - WHAT IS REQUIRED BY ONE SHALL BE ASBINDING AS IF REQUIRED BY ALL. WHILE PREPARED WITH DUE CARE AND DILIGENCE, PERFECTIONIS NOT POSSIBLE. DESIGN AND CONSTRUCTION ARE COMPLEX - EVERY POSSIBLE CONDITION ORCONTINGENCY CANNOT BE ANTICIPATED OR FULLY INDICATED WITHIN THE DOCUMENTS.5.CAREFULLY STUDY AND COMPARE THE VARIOUS DRAWINGS (INCLUDING BUT NOT LIMITED TOARCHITECTURAL, STRUCTURAL, MECHANICAL OR ELECTRICAL) AND OTHER CONTRACTDOCUMENTS WITH THE EXISTING CONDITIONS AT THE PROJECT-SITE BEFORE STARTINGCONSTRUCTION. REPORT ERRORS, INCONSISTENCIES OR OMISSIONS DISCOVERED FORCLARIFICATION. THE CONTRACTOR WILL BE RESPONSIBLE FOR REPAIR OR CORRECTION COSTS IFWORK IS EXECUTED WITH KNOWLEDGE THAT IT INVOLVES AN ERROR, INCONSISTENCY OROMISSION - WITHOUT THE ABOVE NOTICE.6.IN THE EVENT OF CONFLICT OR AMBIGUITY WITHIN THE CONSTRUCTION DOCUMENTS, THECONTRACTOR WILL BE DEEMED TO HAVE AGREED TO PROVIDE THE GREATER QUANTITY AND /OR BETTER QUALITY OF MATERIALS AND / OR WORK. OMISSIONS IN THE DESCRIPTION OF THEWORK DO NOT RELIEVE THE CONTRACTOR FROM PROVIDING A COMPLETE PROJECT.7.THE CONTRACTOR SHALL FIELD VERIFY ALL CONDITIONS AND DIMENSIONS PRIOR TO THE STARTOF CONSTRUCTION. DISCREPANCIES SHALL BE BROUGHT TO THE ARCHITECT'S ATTENTION ATLEAST 10-DAYS PRIOR TO INSTALLATION.SCOPE of WORK - ROOFING:8.THE CONTRACTOR SHALL COORDINATE THE LOCATION OF ALL ROOF-TOP EQUIPMENT &PENETRATIONS WITH DISCIPLINES. ITEMS SHALL INCLUDE BUT NOT BE LIMITED TO ROOF ACCESSHATCHES, ROOF-TOP MECHANICAL EQUIPMENT, VENTS, EXHAUSTS, ROOF DRAINS, SCUPPERS,GUTTERS, DOWNSPOUTS, & OVERFLOW DRAINS.9.ALL ROOF DETAILING, EQUIPMENT, & PENETRATIONS SHALL BE COORDINATED WITH THESTRUCTURAL JOIST LAYOUT TO AVOID CONFLICTS. ANY CONFLICTS SHALL BE BROUGHT TO THEARCHITECT FOR RESOLUTION PRIOR TO INSTALLATION.10.CANOPY DIMENSIONS ARE TO BE VERIFIED WITH AS-BUILT CONDITIONS WHEREVER POSSIBLE.THE CONTRACTOR SHALL PROVIDE SHOP DRAWINGS FOR ALL CANOPY LOCATIONS.11.THE PROJECT SPECIFICATIONS SHALL DEFINE ROOFING MATERIAL, INSTALLATION REQUIREMENTS,& REQUIRED DETAILS FOR INSTALLATION. THE CONTRACTOR SHALL VERIFY THAT THE ROOFINGINSTALLATION COMPLIES WITH MANUFACTURER AND INDUSTRY STANDARDS. THEMANUFACTURER'S PRODUCT WARRANTY SHALL BE MAINTAINED FOR ALL ROOFING MATERIAL..12.IT IS THE GENERAL CONTRACTOR'S RESPONSIBILITY TO VERIFY, COORDINATE AND/OR INSTALLALL RELATED FLASHINGS, BLOCKING, NAILERS, INSULATION STOPS, CRICKETS, ETC. NECESSARYFOR THE COMPLETE INSTALLATION OF THE ROOF MEMBRANE WHICH ARE REQUIRED FOR ACOMPLETE, WARRANTED, WATERTIGHT, WATERPROOF INSTALLATION AS DEFINED BY THEMANUFACTURER. IF THE MANUFACTURER DOES NOT SPECIFICALLY OUTLINE THE REQUIREMENTS,THEN THE CONTRACTOR SHALL FOLLOW THE GUIDELINES ESTABLISHED BY SMACNA & NRACARECOMMENDATIONS.13.MECHANICAL SUB-CONTRACTOR TO COORDINATE INSTALLATION AND ACCEPTANCE OFPREFABRICATED CURBS AND PENETRATIONS WITH ROOF MEMBRANE SUB-CONTRACTOR. THEGENERAL CONTRACTOR SHALL PROVIDE ALL NECESSARY BLOCKING, NAILERS, ETC. ASNECESSARY FOR A WATERTIGHT AND WATERPROOF ROOF SYSTEM.14.ALL ROOF-TOP EQUIPMENT SHALL BE MOUNTED ON CURBS, FLASHED, AND FASTENED INACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS.15.FINAL LOCATIONS OF ALL EXHAUST FANS AND VENTS FROM A/C INTAKE SHALL BE VERIFIEDWITH THE MECHANICAL SUB-CONTRACTOR PRIOR TO ROOFING INSTALLATION.16.ALL GENERAL ROOF SLOPES SHALL HAVE A 14" PER FOOT SLOPE, UNLESS NOTED OTHERWISE.17.ALL ROOF SLOPES ARE TO HAVE A MINIMUM 14" PER FOOT SLOPE WHERE CRICKET VALLEYSOCCUR. CRICKETS ARE TO BE PROVIDED WITH SUFFICIENT DEPTH AND SLOPE TOACCOMMODATE A MINIMUM 14" PER FOOT FALL AT THE VALLEY. VERIFY WITH ROOFINGMANUFACTURER. SHOULD STEEPER MINIMUM SLOPES BE REQUIRED BY THE CHOSENMANUFACTURER, THE CONTRACTOR SHALL NOTIFY THE ARCHITECT IMMEDIATELY FOREVALUATION.18.INTERNAL ROOF DRAINS WITH OVER-FLOWS TYPICAL AT ALL LOCATIONS UNLESSSCUPPERS/DOWNSPOUTS or GUTTER/DOWNSPOUTS ARE NOTED.19.ROOF DRAINS & OVERFLOWS HAVE BEEN DESIGNED PER TABLE 1101.7 of THE PLUMBING CODE.EACH PRIMARY DRAIN SHALL ACCOMMODATE ONE (1) MAXIMUM 4"dia. PIPE (TO RUNINTERNALLY) PER 3,760 sf OF ROOF AREA. THE CONTRACTOR SHALL DOUBLE-CHECK AS-BUILTCONDITIONS TO VERIFY ALL ROOF AREAS AND COORDINATE ANY ADDITIONAL ROOF DRAINSNEEDED WITH THE DESIGN TEAM PRIOR TO ROOFING INSTALLATION.20.ELECTRICAL SUB-CONTRACTOR TO PROVIDE AVAILABLE CIRCUITS FOR FUTURE HEAT-TAPE ATGUTTER/SCUPPER/DOWNSPOUT LOCATIONS, BUT HEAT-TAPE IS NOT REQUIRED FOR THE SHELLPACKAGE.21.ROOFING DETAILS HAVE BEEN PROVIDED WITHIN THIS SET STARTING ON A4.4. THECONTRACTOR AND SUBS SHALL REVIEW THESE DETAILS AND VERIFY THAT THEY CONFORM WITHTHE MEMBRANE MANUFACTURER'S WARRANTY & DETAILS PROVIDED BY THE SYSTEM THAT THEYHAVE BID. ANY DIFFERENCES IN THESE DETAILS SHALL BE REVIEWED BY THE ARCHITECT AT LEASTTWO (2) WEEKS PRIOR TO INSTALLATION.22.UPON PROJECT COMPLETION, THE CONTRACTOR SHALL COORDINATE A FINISHED INSTALLATIONWALK-THROUGH WITH THE ROOFING MANUFACTURER'S CERTIFIED REPRESENTATIVE ANDPROVIDE RECORD DOCUMENTATION FROM THE ROOFING MANUFACTURER THAT INDICATESTHAT THE ROOFING, DETAILS, & INSTALLATION COMPLY WITH THE MANUFACTURER'SINSTALLATION GUIDELINES. THE DOCUMENT SHALL SPECIFICALLY STATE THAT THE FINISHEDINSTALLATION CONFORMS TO THE MANUFACTURER'S WARRANTY SPECIFICATIONS.COMPLIANCE TO THE MANUFACTURER'S GUIDELINES WILL REST SOLELY ON THE GENERALCONTRACTOR. THE GENERAL CONTRACTOR WILL ULTIMATELY BE RESPONSIBLE FOR COMPLIANCEPRIOR TO TURNING THE BUILDING OVER TO THE CLIENT. SHOULD ANY FAILURES BE NOTED, THECONTRACTOR WILL BE RESPONSIBLE FOR CORRECTING ANY FAILURES NOTED BY THEMANUFACTURER WITHOUT ADDITIONAL COST TO THE OWNER or DESIGN TEAM.GENERAL ROOFING NOTES66 RENDERING - OVERVIEW architecture 12 SHEET 12 OF 19 GVM BOZEMAN 12.31.20 DESIGN UPDATE 2020.009 67 F1F1F2F2F2F2F2F1F5F5F5F5F5F5F6F6F6F6F6F6F6SIGN BY TENANTSIGN BY TENANTCONTINUOUS CLEAT COPINGF3ENTRY CANOPYF6STOREFRONTENTRANCE DOORSPATIO/ENTRYCANOPYENTRANCEDOORSSTEELCHANNELFRAMEDOWNSPOUT,TYP.F6DOWNSPOUTAND GUTTERF1F1STOREFRONTCANOPY TIE-ROD ANDANCHOR PLATE, TYP.OVERFLOWSCUPPERGUTTER ANDDOWNSPOUTSF6DOWNSPOUTF1F4F2STOREFRONTF2CONCRETEGREEN SCREENBASE, TYP.STEELWINDOWSURROUNDF6DOWNSPOUTAND GUTTERF2F6STOREFRONTMETAL LOUVEREDAWNING, TYP.METAL LOUVEREDAWNING, TYP. SEEGENERAL NOTE 7.STEEL WINDOWSURROUNDF2F2F2CONTINUOUS CLEATCOPINGOVERFLOW SCUPPER,TYP.F5F6STOREFRONTCONTINUOUS CLEATCOPINGALUMINUM SOLARAWNING BEYONDENTRY CANOPIESBEYONDF1F6DOWNSPOUTAND GUTTERF2ALUMINUM SOLARAWNINGS BEYONDL2L2L2L2L2L2L2L2L2L2L3L3L3F1F6DOWNSPOUTAND GUTTERL2L2LINE OF UTILITYSERVICESEQUIPMENTF6ALUMINUM INTAKE LOUVER/HINGED ACCESS PANELGREEN SCREENF6STOREFRONTF6STOREFRONTF6STOREFRONTF6STEEL WINDOWSURROUNDCONCRETEWALL TOMATCH SCREENGATE HEIGHTL2F6F6METAL LOUVEREDAWNING, TYP.F6F6F6STOREFRONTDASHED LINE INDICATES T.I.CONSTRUCTION ENTRANCEDELAYED DELIVERABLE AREAF6ENTRANCEDOORSEXPOSEDPRECAST PANELCONCRETETHICKENED STEMWALLSIGN BY TENANT2/A3.12/A3.1 1/A3.11/A3.1 2/A3.1 2/A3.1 1/A3.1 1/A3.1 3/A3.1 3/A3.1 3/A3.1 3/A3.1 DOWNSPOUTAND GUTTERCONCRETEGREEN SCREENBASEGREEN SCREENCONCRETEGREEN SCREENBASECONCRETEGREEN SCREENBASECONCRETEGREEN SCREENBASEGREEN SCREENL2L2DOCK SCREENING,SEE A4.1F6RAKE, FASCIA, ANDSOFFITF6F6CONTINUOUS CLEATCOPINGF6RAKE, FASCIA, ANDSOFFITF6F6RAKE, FASCIA,AND SOFFITF6F6F6GREENSCREENF4F6GREENSCREENF6GREENSCREENF2F6F2F6RAKE, FASCIA, ANDSOFFITF6F6METAL LOUVEREDAWNING, TYP. SEEGENERAL NOTE 7.F6METAL LOUVEREDAWNING, TYP. SEEGENERAL NOTE 7.F6F6RAKE, FASCIA, ANDSOFFITF6F6DOWNSPOUT AND GUTTERF6ENTRY CANOPIESBEYONDF6F6GREEN SCREENF6F6F6F4F4F4F4F6RAKE, FASCIA, AND SOFFITF6F6CONTINUOUS CLEATCOPINGF6RAKE, FASCIA, ANDSOFFITF6RAKE, FASCIA,AND SOFFITF6STEEL CHANNELFRAMEF6F6DOWNSPOUTAND GUTTERF1TYP.FRAME OF EXTECH PANEL WILLBE TOP OF SCREEN WALLGENERAL NOTES1.2.3.SEE SHEET A4.2 FOR WALL, FLOOR AND ROOF ASSEMBLIESSEE SHEET A1.2 FOR ROOF INFORMATIONSEE SHEET A1.1 FOR WALL LOCATIONS4.SEE STRUCTURAL SHEETS FOR FRAMING AND FOUNDATION INFORMATION5.SEE SHEET A4.1 FOR DOOR & WINDOW TYPES6.PROVIDE AND INSTALL ALL REQUIRED BLOCKING, STRUCTURAL SUPPORT,AND CONDUIT TO TENANT'S EXTERIOR BUILDING SIGNS. CONDUIT TO BEPROVIDED FOR FUTURE WIRING BY TENANT.DOOR SCHEDULETYPE-A, 16'X9' STANLEY DURAGLIDE 2000 SERIES W/ FULLY RECESSEDTHRESHOLD & ELECTRIC SOLENOID LOCK, FINISH: F6F1F2F3101F4F5F6F8F7F1 - VERTICAL WOOD SIDING, RE: A4.2-W1EXTERIOR MATERIAL LEGENDEXTERIOR FINISH SCHEDULERECLAIMED VERTICAL WOOD SIDINGFINISH: F7/F8F2 - EXPOSED CONCRETE WALL PANELF3 - POLYCARBONATE PANELF4 - CONCRETE, RE: A4.2-W4F5 - STANDING SEAM METAL ROOF4X4 SKYLIGHT: SUNOPTICS SIGNATURE SERIES DOMESIG-4040-W51.25-L51.25-DGF-CC2CL3-LENSWHWHWH-800MD-MI-ITBRCURB-4040-W50-L50-ARC14-18GA102103104105107ROOF ANCHOR POST:MILLER FUSION X10002 (STANDING SEAM), X10031 (MEMBRANE)INTERNAL ROOF DRAIN6" CANOPY DRAIN:INTERNAL - ZURN Z185 W/ 90 DEG SIDE OUTLETEXTERNAL - ZURN Z1814X6 PRE-FINISHED ALUMINUM OPEN DOWNSPOUTFINISH: F6EXPOSED CONCRETE WALL PANEL, LIGHT SANDBLASTTRANSLUCENT POLYCARBONATE PANEL, EXTECH LIGHTWALL 3440 ORAPPROVED EQUALEXPOSED CONCRETE FOUNDATIONPERMAFLUOR 2-COAT 70% PVDF FLUOROPOLYMER BASED COATINGCOLOR: CHARCOALSANSIN SDF BASE COAT OR PRECISION COAT FACTORY FINISHCOLOR: AS SELECTED BY ARCHITECTGREEN SCREEN:WELDED WIRE MESH/VINE SCREENFINISH: GALVANIZEDSNOW GUARDS:SNOW DEFENDER 6500 SERIES OR 85RF DECO W/ S-5 CLAMPFINISH: CHARCOAL TO MATCH F6 COLORTYPE-B, 12'X9' STANLEY DURAGLIDE 2000 SERIES W/ FULLY RECESSEDTHRESHOLD & ELECTRIC SOLENOID LOCK, FINISH: F6TYPE-C, 35'X8' TYMETAL CORP, DOUBLE HEAVY DUTY SWING GATE WITHTYM-200-SW OPERATOR, FINISH: POWDER COAT COLOR TO MATCH F6TYPE-E, 8'X10' OVERHEAD DOOR, MODEL 593 THERMACORE INSULATEDHIGH-LIFT SECTIONAL STEEL DOOR WITH VISION WINDOWS, FINISH: POWDERCOAT COLOR TO MATCH F6108TYPE-G, 3'X8' FLUSH INSULATED HOLLOW METAL DOOR W/ FULLY WELDEDSTEEL FRAME AND VON DUPRIN SERIES 98 EXIT DEVICE, FINISH: PAINTED TOMATCH F6 COLORSANSIN ENS NATURALS TOP COAT (FIELD APPLIED)COLOR: CLEAR24GA VERTICAL-RIB, SNAP-JOINT, STANDING-SEAM METAL ROOF PANELSFINISH: F6L1 4" SHALLOW RECESSED LED DOWN LIGHTL2 GOOSENECK LED WALL LIGHTL3 NARROW LINEAR LED WALL WASH/DOWN LIGHTL4 FESTOON LIGHTINGL6 PEDESTRIAN LED POLE LIGHTL5 STRIP LEDTYPE-F, 6'X8'-0" KAWNEER 350T INSULPOUR THERMAL ENTRANCE DOORS W/VON DUPRIN SERIES 98 EXIT DEVICE, FINISH: F6TYPE-G, 6'X8' FLUSH INSULATED HOLLOW METAL DOOR W/ FULLY WELDEDSTEEL FRAME AND VON DUPRIN SERIES 98 EXIT DEVICE, FINISH: PAINTED TOMATCH F6 COLORLIGHTING SCHEDULESEE ELECTRICAL SHEETS FOR LIGHTING DETAILS.ROOF LEGEND30-YEAR WHITE TPO 60 MIL MEMBRANE ROOFING by FIRESTONE, ULTRA PLYTPO ROOFING MEMBRANE or APPROVED EQUAL. FULLY ADHERED withBONDING ADHESIVE per MANUFACTURER OVER COVER BOARD AND RIGIDINSULATION per MANUFACTURERDOOR AND WINDOW SYMBOL LEGENDDOORWINDOWNUMBERLETTERF97.ALUMINUM STATIONARY SUNSHADE, SIM TO ARCHITECTURAL LOUVERS,MODEL H6JN OR APPROVED EQUAL. F6 FINISH, SEE SCHEDULE BELOW. SEESHEET A1.2 FOR SIZES.COPYRIGHT C THESE DOCUMENTS, IN PART OR IN WHOLE, AND THE DESIGN THEY REPRESENT ARE THE SOLE PROPERTY OF COLLABORATIVE DESIGN ARCHITECTS. THESE DOCUMENTS ARE INTENDED FOR THE PROJECT ON THE SITE INDICATED. ANY USE, REPRODUCTION, MODIFICATION OR ADAPTATION WITHOUT THE EXPRESS WRITTEN CONSENT OF COLLABORATIVE DESIGN AR CHI T ECTS IS ST RIC TL Y PROH IB IT ED . 2280 GRANT ROAD, SUITE C BILLINGS, MT 59102 406.248.3443 www.cd-mt.com COLLABORATIVE DESIGN ARCHITECTSISSUE DATES:ARCH ITECTSPREPARED FOR :PROJECT NUMBER:PROJECT ARCHITECT :2026JASON T. FITZGERALD, AIAGALLATIN MALL GROUP LLC 2905 WEST MAIN STREET, BOZEMAN, MT WHOLE FOODS MARKET 2021---CITY REVIEW / BID SET 3-5-21WHOLE FOODS DD: 3-2-21CITY REVIEW AND BID SETJASON T.FITZGERALDBILLINGSMT2836ANMONTAST OFA T EARCTIH TCEDSENECIL 2836JASON T.FITZGERALDBILLINGSMTA2.1EXTERIOR ELEVATIONSNORTH ELEVATION1/8" = 1'-0"A2.11EAST ELEVATION1/8" = 1'-0"A2.12SOUTH ELEVATION1/8" = 1'-0"A2.13WEST ELEVATION1/8" = 1'-0"A2.14NOTE: REVISED DESIGN ELEMENTS ON THE SOUTH ELEVATION ARE UNDERREVIEW WITH THE CITY OF BOZEMAN AT THE TIME OF THIS SUBMITTAL.68 SIGHT LINE - C PARKING FIELD MECHANICAL EQUIPMENT REFRIGERATION EQUIPMENT FRONT SIDEWALK / LANDSCAPE AREA HUFFINE LANE SIDEWALK USGS = 4863'SIDEWALKFINISH FLOOR USGS = 4854.5' PARKING USGS = 4850' SIGHT LINE - D LANDSCAPE MECHANICAL EQUIPMENT MECHANICAL EQUIPMENT SIGHT LINE S T U D Y - C SIGHT LINE S T U D Y - D SI G H T L I N E S T U D Y - A SIGHT LINE STUDY - BSIDEWALK USGS = 4854.5'DRIVE AISLE USGS = 4853' FINISH FLOOR USGS = 4854.5' MECHANICAL EQUIPMENT MECHANICAL EQUIPMENT MECHANICAL EQUIPMENT MECHANICAL EQUIPMENT SIGHT LINE - A SIGHT LINE - B MECHANICAL EQUIPMENT SIDEWALK / LANDSCAPE SERVICE DRIVE PARKING FIELD SIDEWALK / LANDSCAPE DRIVE AISLE REFRIGERATION EQUIPMENT G0.1 SCALE2SIGHT LINE STUDY C & D 1/16" = 1'-0" SIGHT LINE STUIDES SHEET SHEET TITLE THESE DRAWINGS AND SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE AND SHALL REMAIN THE PROPERTY OF THE ARCHITECT WHETHER THE PROJECT FOR WHICH THEY ARE MADE IS EXECUTED OR NOT. THESE DRAWINGS AND SPECIFICATIONS SHALL NOT BE USED BY ANY PERSON OR ENTITY ON OTHER PROJECTS, FOR ADDITIONS T O THIS PROJECT, O R CO MPLETION OF THIS PROJEC T -WH EN PHASED-WITHOUT THE WRITTEN CONSENT OF R E D B E A R D A R E C H I TEC TU R E L LC . 2106 W JEFFERSON ST BOISE, ID 83702 (208) 350-0501 GALLATIN MALL GROUP, LLC 2280 GRANT RD STE A BILLINGS, MT 59102 (406) 586-4565 COPYRIGHT 2020 PROJECT NUMBER: ORIGINAL SHEET SIZE 36" x 48" ISSUANCE DATE REVISION LOG DATE: DRAWN BY: CHECKED BY: PROJECT PHASE DESIGN DEVELOPMENT DESIGN DOCUMENT - FOR REFERENCE ONLY WFM BOZEMAN GALLATIN VALLEY MALL 2825 WEST MAIN STREET BOZEMAN, MONTANA 2020.009 10-30-2020 JLM JLM REVISION #1 09.23.2020 SCALE1SIGHT LINE KEY 1/32" = 1'-0" SCALE3SIGHT LINE STUDY A & B 1/16" = 1'-0" REVISION #2 10.30.2020 69 BUG LIGHT (PELSIS HALO 45 ILT, MOUNTED 5'-6" AFF W/ POWER) LOCKERS/ LINENS NETWORK ROOM (MDF) MECHANICAL ROOM ROOF ACCESS ALTERNATING TREAD DEVICE (BY SHELL) UP DIRTY LINEN LOCKERS (6-TIER) DIRTY LINEN BEAM W/ HOIST & TACKLE, C/W SHELL PRELIMINARY REFRIGERATION RACK PRELIMINARY WATER HEATERS AS COORDINATED W/ SHELL PRELIMINARY HW STORAGE AND EXPANSION TANKS AS COORDINATED W/ SHELL ELECTRICAL / GENERATOR ROOM UNISEX UNISEX 8' CLEAN LINENS, HEAVY DUTY W/ 2 CLOSET BARS AND SHELF ON TOP 42" HT. WALL DN MOP SINK & BUCKETS PRELIMINARY REFRIGERATION RACK R.O WATER SYSTEM (2) 48X18 METRO 42" HT. WALLMDP (BY SHELL)SELF-SERVE COFFEE (8 LF) RAW COOLER WFMOA PIZZA (10 LF)6' PASTRY CASEPIZZA(4) DECK OVENPIZZAMASTERPM 924CANOPY HOOD1-COMPSINKH.S. 25' HOSE SYSTEM SPEED RACK SPEED RACK 8' METRO RACKS 4' DUNNAGE 3' METROCLEANING6' PIZZA PREP5' SS SHELF ABOVEREAR LOAD2'x3' SSWTLANDING3'7' METRO - COFFEE24X72 SSWT3' CONDIMENTS S/S FRANKE ESPRESSO MACHINE U/C CUPS S/S SCHAERER COFFEE MACHINE W/ SYRUPS MOP SINK &BUCKETS3-TAP KEGERATOR 6' DOORS6' DOORSCLEANING STO. U/C TRASH (78 LOCKERS)4' SS SHELFMEN MOM'S ROOM WOMEN'S10' S/S PIZZA W/PACKAGINGPIZZA FINISHSTATION8' DOORS(2) ELECTRIC CARTS 6' DOORS BULK (28 LF) PRODUCE (84 LF) FLORAL COFFEE (8 LF) FRONT END SEATING (26 SEATS) CHECK STANDS (6 REGISTERS) FROZEN (51 DOORS) GROCERY (459 LF) CUSTOMER SUPPORT WHOLE BODY (129 LF) BEER/ WINE (74 LF) DAIRY (60 LF)66' GROCERY LOZIER (90"H X 4'W X 25")SPECIALTY (42 LF)6' PROBIOTICS20' MEAT MDMEAT / SEAFOOD COOLER MEAT PREP. SEAFOOD PREP.16' SEAFOOD SERVICE (BSD-SW)24' MEAT SERVICE (S2SGC) 60' DAIRY DOORS (24 DOORS)10' HEARTH BREADBAKERY PREP. SCULLERY ENTRY / EXIT VESTIBULE EXIT VESTIBULE TMS OFFICE CONFERENCE ROOM BAKERY FREEZER STL / ASTL OFFICE TL OFFICE TM LOUNGE FROZEN EC (2 DOORS) BAKERY COOLER 10' S/S PIZZA W/PACKAGINGFROZEN (25 DOORS)10' T/R/C W/ POWER PFDS KITCHEN 11' SPECIALTY MW CUT COUNTER MEAT (44 LF) OUTDOOR SEATING (62 SEATS) CASH OFFICE PFDS COOLER 40' PRODUCE MD - WET RACKSEAFOOD (24 LF) RECEIVING RECEIVER OFFICE GROCERY / PFDS FREEZER RAW COOLER PRE-PACK COOLER WFMOA PIZZA (10 LF) PREPARED FOODS (30 LF) BAKERY (34 LF)67' GROCERY LOZIER (90"H X 4'W X 25"D)63' GROCERY LOZIER (90"H X 4'W X 25"D)65' GROCERY LOZIER (90"H X 4'W X 25"D)53' GROCERY LOZIER (90"H X 4'W X 25"D)3'X6' REF. PRODUCE - LOW 3'X6' REF. PRODUCE - LOW 3'X6' REF. PRODUCE - LOW3'X6' REF. PRODUCE - LOW8' T/R/C W/ POWERPRODUCE BINS (30X36)6' PRODUCE BINS (30X36) 4'X6' DUAL TEMP BUNKER - PFDS 44' PRODUCE MD4' NUT BUTTERSMW & GRINDERSW/ U/C REF.16' GRAVITY BINS12' CONVERTIBLE SOUP / CHICKEN BAR 12' HOT FOOD BAR8' SEAFOOD MDSELF CHECK-OUT (2 STANDARD REGISTERS) 8' NARROW POP 4' GROCERY EC 4' GROCERY EC FROZEN (8 DOORS)28' BEER / WINE MD W/ DOORS6' NARROW REF. MD EC - BEER 24' PREPARED FOODS - PRE-PACK20' GROCERY - DRINKS MD20' SPECIALTY MD16' UPRIGHT CHEESE CASEDAIRY COOLER 12' SALAD BAR 6' SHORT COOKIE TABLE8' BAKERY DUAL TEMP BUNKER 8' SANDWICH VENUE6' SUSHIORDER6' DAIRY REF. BUNKER W/ GLASS SLIDERS (AHT MANHATTAN 175) 6' DRINKS EC 4' REF. MD EC - DAIRY 64' GROCERY LOZIER (90"H X 4'W X 25"D)58' WHOLE BODY LOZIER (90"H X 3'W X 25"D4' REF. MD EC - BEER 4' DUAL TEMP BUNKER - PFDS WB DISPLAY TABLES 6' PASTRY CASE6' BAKERY SERVICE4' BAKERY TALLS/S W/ DOORS6' MW W/ LIT SHELVES(CRACKERS &CHOCOLATE)3' REF. BUNKER SPECIALTY SPECIALTY GOUDA DISPLAY TABLES SLAT WALL BAKERY3' BRIOCHE DISPLAY12' METRO - PFDS12' METRO - BAKERY8' WIDE SPAN - PFDS 96" TALL, 4 SHELF8' WIDE SPAN - SPECIALTY 96" TALL, 4 SHELF 8' WIDE SPAN LOCKING - BEER 96" TALL, 4 SHELF 12' WIDE SPAN - GROCERY 96" TALL, 4 SHELF 4' WIDE-SPANCHEMICALS4' WIDE-SPANHAZARDOUSWASTEEYE WASH STATION (PLUMBED) MEAT / SF FREEZER MEAT / SEAFOOD SCULLERY 4' METRO - PFDS3'3' 3' 16' SEAFOOD GREEN METRO 32' MEAT / POULTRY GREEN METRO MEAT SERVICE SEAFOOD SERVICE 6' DOORS 6' DOORS6' DOORSFROZEN (12 DOORS)FROZEN (4 DOORS)12' SPECIALTY16' DIARY 16' AUTO SLIDERS 10' AUTO SLIDERS12' AUTO SLIDERS 6' NARROW REF. MD EC 4' WB OPTO APPAREL EC 3' COOLER URBAN REMEDY4' GROCERY EC 36' WINE LOZIER (90"H X 4'W X 25"D)65' GROCERY LOZIER (90"H X 4'W X 25"D)65' WHOLE BODY LOZIER (90"H X 3'W X 19"D)(W/ COSMETIC WEDGES - TBD)ICE DISPLAY(BY CASE MFR.)BAKERY DISPLAY TABLE 4' GROCERY EC 96GAL. COMPOST BINSVERTICAL BALER (OUTDOOR / COLD WEATHER) PROPANE TANK CABINET (2) 55 GALLONGREASE DRUMSGENERATOR DOCK RECYCLING2-YARD ROLLING BINRECYCLING2-YARD ROLLING BINRECYCLING2-YARD ROLLING BIN(75) MEDIUM CARTS2-DR BAGGED ICE BULK WATER 4' BLACK WIRE SHELVING - WATER BOTTLES PIZZA(4) DECK OVENPIZZAMASTERPM 924CANOPY HOODDOUBLE RACK OVEN (REVENT 724U) PFDS SMOKER DOUBLE STACK STEAMER ROTISSERIEDOUBLE STACKED CONVEC. OVEN CANOPY HOODSOLID FUELCANOPY HOODDOUBLEFRYER6-BURNER W/ CONVECTION OVEN & SALAMANDER ON SHELF TRENCH DRAINALTOSHAAMALTOSHAAMDOUBLE STACK STEAMER RETHERM- ALIZER 30QT TILT 36" CHARBROILER ON REF. STAND TILT SKILLET DRAINH.S.H.S. H.S. H.S.6' SS SHELF6' SS SHELF6' SS SHELF1-COMP SINK W/VICTORY WASH(SK124)2-COMP SINK W/VICTORY WASH(SK224)6' SSWT6' SSWT6' SSWT6' SSWT W/SHELF BELOW6' REF. PREP TOP4' SSWT SCALE BLAST CHILLER 1-COMPSINK(SK124)H.S. 25' HOSE SYSTEM 8 GREEN METRO RACKS SPEED RACK SPEED RACK 8' METRO RACKS 4' DUNNAGE 50' HOSE SYSTEM 6' 3-DR U/C REF. WORK TOP4' 2-DR U/C REF.WORK TOP4' 2-DR U/C REF.WORK TOP8' SS SHELFSCALE2-COMP SINKH.S.3' METRODOUBLE RACK DOUBLE RACK 6' SS SHELFSCALE6' SS SHELF U/C MICROWAVE 8 QT. MIXER H.S.PORTIONINGSCALE5' SSWT W/ INGREDIENT BINS BELOW 1-COMP SINK W/ VICTORY WASH (SK124) 5' SS SHELF PORTIONING SCALE 4X6 OTS BOARD40 QT. MIXER 8' METRO - CLEANDISH MACHINE (AC44) H.S. U/C BOOSTER HEATER 3-COMP SINK W/ SPRAYER (SK332-24B) DISP.6' SS SHELF4' SS SHELF 6' SS SHELF4' SS SHELF 4' METRO - DIRTY 4' METRO - DIRTY 50' HOSE SYSTEM BUGLIGHT10 GREEN METRO RACKS 8 GREEN METRO RACKS 7' SSWT6' SS SHELF ABOVE4 5 6 7 BENCH SEATINGTOASTERMICROWAVEICE & WATERDISPENSERADA COUNTER BLACKHAWK U/C SAFE 20x20x30COMPUTER HIGH COUNTERW/ U/C PRINTERCUT SINK6' PAPYRUS FIXTUREW/ (2) CARD SPINNERSAND (1) SECTION SLATPOS DEFIBRILLATOR CUSTOMER FACING 54" LOW WALL 9 DUNNAGE RACKS (2) PALLET DROPS MOP SINK & BUCKETS WATER SOFTENER SYSTEM (CTM 300 DUPLEX) PALLET DROP (3) PALLET DROPS GRINDERON 3' SSWTGRINDERON 3' SSWTH.S. 4' SSWT W/ T/R/C MANUAL SAUSAGE FILLER HYDRAULIC SAUSAGE STUFFER MANUAL SLICER 4' AGED MEAT6' SSWT 5' SSWT 5' SSWT 1-COMP THAW SINK (SK124-24L) 8' METRO HAND WRAP & WEIGH STATIONMEAT SAW (PLUG-IN)50' HOSE SYSTEM H.S.3-COMP SINK(SK330-24B)5' SSWTSCALEWRAPPERLOWWALLSCALE SCALESCALEH.S.8' SSWT W/ POLYTOPENCLOSED6' FISH PREP SINKSPEEDRACKSS FILLER LOW WALL LOW WALL5' MOBILE CUTCOUNTER5' MW6' SS SHELF ABOVEFATTESTER54" LOW WALL MINI WRAPPER SCALE H.S. U/C DISH SHELF ABOVE 3' SSWT SCALE GRATER DIRTY LINEN LOCKERS 6-TIER (ADA) TIME CLOCK (9) PALLET DROPS STRETCHY PLASTICBIN BAG ROLLPOS U/C CUPS U/C ICE 1-COMP SINK H.S. U/C DISH U/C WATER FILTRATION COFFEE GRINDER COFFEE BREWER AIR POTS U/C HOSE BIB 3-TAP KEGERATOR KNOCKBOX W/ U/CCOMPOST4' U/C REF.RINSER(SK515)2-GROUP LINEAESPRESSOESPRESSOGRINDERSSYRUPSHOT WATER TOWER CONDIMENTS U/C TRASH STORAGESHELVINGABOVE10' CHEFSCALESCALESCALESCALE H.S. EYE WASH STATION (PLUMBED) FLORAL LADDER DISPLAY 30" POP 30" POP LOZIER SLAT WALL LOZIER SLAT WALL 6' GROCERY EC 6' CHARCUTERIEBEER / WINE CASE STACK DISPLAY FILLERCLEAR ENDBEER / WINE CASE STACK DISPLAY BEER / WINE CASE STACK DISPLAY BAKERY DISPLAY TABLE BAKERY DISPLAY TABLE SPECIALTY CHOCOLATE DISPLAY TABLE SPECIALTY PARM DISPLAY TABLESPEEDRACKSPEEDRACK6' DAIRY REF. BUNKER W/ GLASS SLIDERS (AHT MANHATTAN 175)6' FROZEN MOCHI /MACAROONS(AHT MANHATTAN 175)4' DUAL TEMP BUNKER - PFDSSLAT WALLSLAT WALLSLAT WALLGRINDER4' BULK COFFEE4' PET COOLER3' 3' 3'3'COFFEEMAKERU/C MICRO.WALL MOUNT MONITOR FRIDGECOMMUNITY TABLE WHOLEBODYGROCERYSPECIALTYBAKERYWALL MOUNT SECURITY SYSTEMWALL MOUNT TVBAR HT. COUNTER SEATING WFMU WINDOW WINDOW U/CFILESHELVES ABOVECOIN & BILL COUNTERS BANKER'S SCALE (BK-10)SEAFOOD FROZEN QUAD BUNKERW/ GLASS SLIDERS(AHT PARIS 210 W/ 185 END CAPS)MEAT FROZEN QUAD BUNKERW/ GLASS SLIDERS(AHT PARIS 210 W/ 185 END CAPS)12' PRODUCE BINS (30X36) 12' PRODUCE BINS (30X36) 12' PRODUCE BINS (30X36) 12' BANANAS (36X36)5' PRODUCE BIN (30X60)5' PRODUCE BIN (30X60)5' PRODUCE BIN (30X60)5' PRODUCE BIN (30X60)5' PRODUCE BIN (30X60)9' PRODUCE BINS (30X36)9' PRODUCE BINS (30X36)LETTUCE PANFINISHING STATIONCOMBINATIONHOT / COLD PANS(2) RICE WARMERS HOT CHICKEN PACKAGING PACKAGINGPACKAGINGPACKAGING PACKAGING PACKAGING PACKAGING (2) PALLET DROPS SIGN OFFICE SHELF ABOVESTACKABLELETTERTRAYS18" PAPERCUTTERU/C ROLLINGDRAWERCARTSSIGNPRINTERTAGPRINTERSLAWCOMP.U/CFILEU/CFILEU/CFILEU/CFILEPRINTERREFRIG.COMP.WINDOW W/ FILM ON LOWER GLAZING WINDOW W/ FILM ON LOWER GLAZING WINDOW W/ FILM PRINTER U/CFILEU/CFILEU/CFILEU/CFILEU/CFILEU/CFILEPREPAREDFOODSPRINTER/ COPIER PRODUCE3' 3' 3'8' GROCERY LOZIER(90"H X 4'W X 25"D)3'3' 3'3' 3'3' 5' SLIDER4' SLIDER3' SLIDER 5' SLIDER5' SLIDER5' SLIDER4' 2-DR U/C REF.WORK TOP1-COMPSINK W/VICTORYWASH(SK124)4' SSWT W/ BREAD & CONTAINER STORAGE BELOW (2) RICEWARMERSSCALE (3) AUTO SLICERSSCALECARVINGBOARDBREAD SLICER(CUSTOMEROR TM FACING)U/C ALTO SHAAMU/CFILEU/C FILE 5 GREEN METRO RACKS 6' SSWT W/SHELF BELOW6' SSWT W/SHELF BELOWSPEED RACK SPEED RACK6' SSWT W/SHELF BELOW6' SSWT W/SHELF BELOW8' BAKERY TALLS/S OPENREAR-LOAD8' WIDE SPAN LOCKING - WINE 96" TALL, 4 SHELF 8' WIDE SPAN LOCKING - WB 96" TALL, 4 SHELF (2) MANUAL PALLET JACKS (CROWN PTH50-027-48) TURKEY TRAILER POWER (C/W SHELL) 16' PALLET RACKING 96" TALL WALKIE STACKER (CROWN SX3000-30)ELECTRIC PALLET JACK (CROWN WP3035) PAPER BAG PALLETS ABOVE STRETCHY PLASTIC BIN 8' AUTOMATIC OVERHEAD DOOR U/C FILE B&WPRINTERU/C FILE COUNTER42" HT.12' BALER WIRE TUBE (PROVIDE WALL ATTACHMENT DESIGNED TO SUPPORT WEIGHT OF STEEL WIRE BUNDLE)COMPACTORCART DUMPTRUCK BAY FLEX BAY (TURKEY TRAILER / MOBILE GENERATOR) LINE OF ROOF ABOVE (MIN. HT. 14'-6") 12' AMAZON LOCKERS 8' 3-DR U/C REF.W/ SSWT8' 3-DR U/C REF.W/ SSWTMEAT/SEAFOOD SMOKER 4' SSWT4' SSWT6' SSWT W/SHELF BELOW6' SSWT W/SHELF BELOW6' SSWT W/SHELF BELOWAUTOSLICERU/C SALADSPINNERNOTE: PROVIDE ADEQUATE WALL OUTLETS AND POWER DROPS FOR SMALL APPLIANCES 6' REF. PREP TOP8'8'(2) 8' SERVICE CASES - CONTINUOUS (GMDSV8R) HOSE BIB U/C 6' PIZZA PREPPIZZA FINISHSTATIONREAR LOAD30" CLEAN LINENS, HEAVY DUTY W/ 2 CLOSET BARS AND SHELF ON TOP U/C STORAGE SPARE U/C QUAD OUTLET W/ GROMMETS IN COUNTER 2'x3' SSWTLANDINGCUSTOMERSUPPORT6 CHANNEL RACKS 48" LOW WALL W/ POWER 1-COMP SINK W/ U/C HOSE BIB (SK124-DWL) 8'8'4' 8'8'8'8' 8' 8' 8'HOSEBIBBEER / WINE CASE STACK DISPLAY 6' WHOLE BODY EC 2' 2' 2' 2-WIDE GOOD SOAP DISP.SLAT WALLSLAT WALLPOP 321 LOW WALL / MWLOANDRAWERU/C TRASHSLATWALL 54" LOW WALL WITH POWER (COORDINATE RECEPTACLES ABOVE AND BELOW COUNTER, PROVIDE GROMMETS IN COUNTER AS REQUIRED) BA K E R YDISPLAY RACKBAKERYDISPLAY RACK12' PRODUCE BINS (30X36) 12' PRODUCE BINS (30X36)5' PRODUCE BIN (30X60)5' PRODUCE BIN (30X60)FLORAL BENCH DISPLAY 3' REF. MEAT BUNKER (3) MEAT DOORS(3) SEAFOOD DOORS(1)BAKERYDOORPRODUCE PROMO BIN / PALLET DROPS HAND BASKETS PRODUCE BIN (36X36) WB MOBILE OPTO FIXTURE 16' WIDE SPAN96" TALL, 4 SHELFWATER ROOM 8' C6X-ULEP (REFURBISHED)12' C6X-ULEP (REFURBISHED)12' C6X-ULEP (REFURBISHED)8' C6X-LEP (REFURBISHED)12' C6X-LEP (REFURBISHED)12' C6X-LEP (REFURBISHED)12' C6X-LEP (REFURBISHED)8' C6X-LEP (REFURBISHED)12' C6X-LEP (REFURBISHED)8' C6X-ULEP (REFURBISHED)12' C6X-ULEP (REFURBISHED)12' C6X-ULEP (REFURBISHED)12' C6X-ULEP (REFURBISHED)8' C6X-ULEP (REFURBISHED)12' C6X-ULEP (REFURBISHED)12'12'8'8'MI48RF 8' C6X-ULEP (REFURBISHED)BUG LIGHT (PELSIS HALO 45 ILT, MOUNTED 5'-6" AFF W/ POWER) BUG LIGHT (PELSIS HALO 45 ILT, MOUNTED 5'-6" AFF W/ POWER) BUG LIGHT (PELSIS HALO 45 ILT, MOUNTED 5'-6" AFF W/ POWER) BUG LIGHT (PELSIS HALO 45 ILT, MOUNTED 5'-6" AFF W/ POWER) BUG LIGHT (PELSIS HALO 45 ILT, MOUNTED 5'-6" AFF W/ POWER) BUG LIGHT (PELSIS EXOCUTOR 80 ILT, MOUNTED 5'-6" AFF W/ POWER) BUG LIGHT (PELSIS EXOCUTOR 80 ILT, MOUNTED 5'-6" AFF W/ POWER)8' BULK LOZIER SHELVING8' 6MLH6' DLPF-6R-RRSMI44RF MI44RF 6' 6NDMLH 4' 6DMLH 2-DR VNRZ 6' 6NDMLH 8' GBB0884R 6' GMBSV652RHB8' CDR884O4' CDR4848' GBB0884R MI33R 6' DB-6R4' DD-205-DR VNRZ5-DR VNRZ12' 6RBLH8' 6RBLH8' 6RBLH4X6 OTS BOARD 6' DOORS PRODUCE PREP. PRODUCE COOLER 8' WIDE SPAN - MEAT 96" TALL, 4 SHELF8' WIDE SPAN - SEAFOOD96" TALL, 4 SHELF6' DOORSMEZZANINE STAIR (BY SHELL) UP 12 DUNNAGE RACKS (5) PALLET DROPS H.S. 3 COMP SINK W/ SPRAYER SK330-24B) 2-COMP SINK W/ VICTORY WASH & SPRAYER (SK230-24L) CRISPING RACK50' HOSESYSTEM3' SS SHELF 5' SS SHELF3' SS SHELF 4' SSWTFOOD PROC.SCALE7' SSWT4' SSWT W/ TRC5' SSWT SCALE WRAPPER 4' SS SHELF 5' SS SHELF7' SS SHELF ABOVEICE MACHINE (DOUBLE CAPACITY) & BINSMEATDEPT. DESKWINDOW W/ FILMWINDOW W/ FILM 5' SLIDER 16' WIDE SPAN - PRODUCE 96" TALL, 4 SHELF 8' 8' TIME CLOCKBURNISHERFLOORSCRUBBER CRISPING RACK CRISPING RACK 8' WIDE SPAN - PRODUCE 96" TALL, 4 SHELF4' SS SHELFSEAFOODDEPT. DESK4' 4' WIDE SPAN - MEAT 96" TALL, 4 SHELF WIRECRAFTERS SECURITY ENCLOSURE WIRECRAFTERS SECURITY ENCLOSURE WIRECRAFTERS SECURITY ENCLOSURE FUTURE BELTED REGISER FUTURE SCO REGISER FUTURE SCO REGISER CASE STACK DISPLAYCASE STACK DISPLAYFUTURE 12' OLIVE BAR CASE STACK DISPLAY CASE STACK DISPLAY F1.1-2 COFFEE ALT.DIGITAL MENUDIGITAL MENUDIGITAL MENUHOWE 2000-RLE SAFE (AMSEC SK2015-799) PTR 2300HD MISTINGSYSTEMFOOD PROC.FOOD PROC. POP POP (50) DOUBLEDECKER CARTSCART BUMPER RAIL CAROLINE'S CART K-FLEX SCALE12X12 WB MERCH. BIN 12X12 WB MERCH. BIN 12X12 WB MERCH. BIN 12X12 WB MERCH. BIN 12X12 WB MERCH. BIN 48" LOW WALLWB OPTOBEAUTY36X36 TWO-BITES (2) 36X36 DUMP BINSWB DESK(TBD)UNDERGROUND POWER (WALKER DUCT)UNDERGROUND POWER(WALKER DUCT)8' EXTERIOR T/R/C 6-TOP PICNIC TABLE 6-TOP PICNIC TABLE 6-TOP PICNIC TABLE 6-TOP PICNIC TABLE 6-TOP PICNIC TABLE 6-TOP PICNIC TABLE 6-TOP PICNIC TABLE 4-TOP TABLE 4-TOP TABLE 4-TOP TABLE 4-TOP TABLE 4-TOP TABLE LINE OF CANOPY ABOVE 2-TOP TABLE 4-TOP TABLE 2-TOP TABLE 2-TOP TABLE 2-TOP TABLE 2-TOP TABLE 4-TOP TABLE 4-TOP TABLE 4-TOP TABLEUNDERGROUND POWER(WALKER DUCT)UNDERGROUND POWER (WALKER DUCT) UNDERGROUND POWER (WALKER DUCT) UNDERGROUND POWER (WALKER DUCT) 6' 6NDMLH 6' DRINKS EC 6' 6NDMLH SLAT WALLSLAT WALL4' 6DMLH HAND BASKETS5-DR VNRZ5-DR VNRZ5-DR VNRZ5-DR VNRZ3-DR VNRZ5-DR VNRZ3-DR VNRZ4-DR VNRZ4-DR VNRZ4' AGB-R 30" PROFILE MI46RF 1-DR U/C REF. 32"16" 30"30" 30"30" SUPPORT PANEL 8' SS SHELF5' SS SHELF5' SS SHELF FLOOR SCALE BELL SCALE WRAPPER 7' SS CLEAN DISH TABLE7' SS DIRTY DISH TABLE MEN MOM'S ROOM WOMEN'S MOB SINK & BUCKETS 5' SS SHELF CHILI ROASTER ROOF DRAIN3' REF. POP THAC-36SLAT WALLSLAT WALLSLAT WALLSLAT WALLFIRST PASS FIXTURE PLAN 11.04.2020 PROJECT LEGEND SHELL & CORE TENANT IMPROVEMENT SHEET SHEET TITLE THESE DRAWINGS AND SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE AND SHALL REMAIN THE PROPERTY OF THE ARCHITECT WHETHER THE PROJECT FOR WHICH THEY ARE MADE IS EXECUTED OR NOT. THESE DRAWINGS AND SPECIFICATIONS SHALL NOT BE USED BY ANY PERSON OR ENTITY ON OTHER PROJECTS, FOR ADDITIONS T O THIS PROJECT, O R CO MPLETION OF THIS PROJEC T -WH EN PHASED-WITHOUT THE WRITTEN CONSENT OF R E D B E A R D A R E C H I TEC TU R E L LC . FIXTURE PLAN 2106 W JEFFERSON ST BOISE, ID 83702 (208) 350-0501 3012 HURON STREET DENVER, CO 80202 (303) 440-5220 www.wholefoods.com COPYRIGHT 2021 PROJECT NUMBER: F1.1 ORIGINAL SHEET SIZE 36" x 48" ISSUANCE DATE REVISION LOG DATE: DRAWN BY: CHECKED BY: PROJECT PHASE SCHEMATIC DESIGN DESIGN DOCUMENT - FOR REFERENCE ONLY WFM BOZEMAN BOZ - 10786 2905 W MAIN ST BOZEMAN, MONTANA 2020.020 02-09-2021 JLM JLM 1 FIXTURE PLAN 1/8" = 1'-0" 3 MEZZANINE FIXTURE PLAN 1/8" = 1'-0" FIXTURE PLAN UPDATE 11.09.2020 FIXTURE PLAN UPDATE 11.12.2020 FIXTURE PLAN UPDATE 11.17.2020 FIXTURE PLAN UPDATE 12.01.2020 FIXTURE PLAN UPDATE 12.16.2020 FIXTURE PLAN UPDATE 01.13.2021 PROGRAM SUMMARY SQUARE FOOTAGE BUILDING FOOTPRINT (GROSS)30,192 SF GROUND FLOOR 28,852 SF MECHANICAL PLATFORM 2,866 SF TOTAL 31,718 SF SALES FLOOR 18,861 SF (65%) DEPARTMENTS LINEAR FT. / QUANTITY CATEGORY PRODUCE 84 LF REF. MULTI-DECK 4 6' REF. TABLES FLORAL 5 LF MW COUNTER 5 LF MOBILE CUT COUNTER 12 LF BENCH DISPLAY 1 LADDER DISPLAY (ENTRY) GROCERY 451 LF GONDOLA SHELVING 20 LF DRINKS REF. MULTI-DECK 12 LF DRINKS REF. MULTI-DECK EC 6 LF REF. MULTI-DECK EC 4 LF BULK COFFEE FIXTURE 4 LF PET COOLER 3 LF URBAN REMEDY MD EC 4 LF WATER BOTTLES (FRONT END) 1 BULK WATER (FRONT END) 1 2-DR BAGGED ICE (FRONT END) 51 FROZEN DOORS 5 LOZIER END CAPS W/ WINGS 3 3' DISPLAY / DUMP BINS WHOLE BODY 123 LF GONDOLA SHELVING 6 LF REF. MULTI-DECK 6 LF CARDS FIXTURE (FLORAL) 1 NESTING DISPLAY TABLES 1 LOZIER END CAP W/ WINGS 1 OPTO END CAP 1 MOBILE OPTO FIXTURE 1 OPTO BEAUTY DISPLAY 1 GOOD SOAP DISPLAY DAIRY 60 LF REAR-LOAD DOORS 4 LF PROMO REF. MULTI-DECK EC 2 6' BUNKERS BULK 16 LF GRAVITY / SCOOP BINS 4 LF NUT BUTTERS 8 LF GONDOLA SHELVING MEAT 24 LF SERVICE CASE 20 LF REF. MULTI-DECK 26 LF DUAL TEMP BUNKERS 3 FROZEN DOORS (FROZEN) 1 3' REF. BUNKER (PRODUCE) SEAFOOD 16 LF SERVICE CASE 8 LF REF. MULTI-DECK 26 LF DUAL TEMP BUNKERS 4 LF CASE ICE DISPLAY 3 FROZEN DOORS (FROZEN) SPECIALITY 16 LF REF. UPRIGHT MULTI-DECK 20 LF REF. MULTI-DECK 6 LF MW - CHOCOLATE/CRACKERS 11 LF COUNTER DISPLAY 3 NESTING DISPLAY TABLES 1 3' REF. BUNKER BEER & WINE 36 LF GONDOLA SHELVING 28 LF REF. MULTI-DECK 10 LF REF. MULTI-DECK EC BAKERY 10 LF HEARTH BREAD 6 LF SERVICE DISPLAY CASE 12 LF S/S TALL DISPLAY CASE 6 LF PASTRY CASE 3 LF SLAT DISPLAY 3 DISPLAY TABLES 1 FROZEN DOOR (FROZEN) 1 COOKIE/LB FIXTURE 1 6' S/S FREEZER 1 8' DUAL TEMP BUNKER 2 DISPLAY RACKS (ENTRY) COFFEE 8 LF VENUE SERVICE COUNTER PREPARED FOODS 10 LF CHEF SERVICE CASE 6 LF CHARCUTERIE SERVICE CASE 6 LF SUSHI SERVICE CASE 10 LF S/S PIZZA VENUE 12 LF HOT CHICKEN / SOUP BAR 12 LF HOT FOOD BAR 12 LF SALAD BAR 24 LF REF. MULTI-DECK (PRE-PACK) 1 6' REF. BUNKER (PRODUCE) 2 4' DUAL TEMP BUNKERS CHECK-OUT 5 SINGLE BELTED REGISTERS 2 STANDARD SCO REGISTERS FRONT END 18 LF T/R/C FIXTURES 12 LF AMAZON LOCKERS 26 SEATS BENCH SEATING 62 SEATS OUTDOOR SEATING 75 MEDIUM CARTS 50 DOUBLE DECKER CARTS 2 ELECTRIC CARTS 1 CAROLINE'S CART 2 ALT. SELF-SERVE COFFEE PLAN 1/8" = 1'-0" FIXTURE PLAN UPDATE 01.20.2021 FIXTURE PLAN UPDATE 02.09.2021 70 COPYRIGHT C PREPARED FOR :PROJECT NUMBER:PROJECT ARCHITECT : ISSUE DATES:GVM RETAIL BUILDING 2825 WEST MAIN STREET, BOZEMAN, MT 59715 GALLATIN MALL GROUP JEFF KANNING 2027 DESIGN DEVELOPMENT 2/26/2021 - DESIGN DEVELOPMENT - - - - 2021 A201 BUILDING ELEVATIONS - C O L L A B O R A T I V ED E S I G N A R C H I T E C T S2027 - GVM RETAIL BUILDING2280 GRANT ROAD, SUITE C BILLINGS, MT 59102 406.248.3443www.cd-mt.comA R C H I T E C T S THESE DOCUMENTS, IN PART OR IN WHOLE, AND THEDESIGN THEY REPRESENT ARE THE SOLE PROPERTYOF COLLABORATIVE DESIGN ARCHITECTS. THESEDOCUMENTS ARE INTENDED FOR THE PROJECT ON THESITE INDICATED. ANY USE, REPRODUCTION,MODIFICATION OR ADAPTATION WITHOUT THE EXPRESSWRITTEN CONSENT OF COLLABORATIVE DESIGNARCHITECTS IS STRICTLY PROHIBITED. STAMP24'-0"CITADEL PANEL 4mm SINOCORE STANDING SEAM METAL ROOF WOOD SIDINGBLACK ALUMINUM STOREFRONT BURNISHED BLOCK WOOD COLUMNS MEDIA PANEL COVERED BY AWNINGS MEDIA PANEL BURNISHED BLOCK STEEL COLUMNS STEEL ACCENTS 10'-0" 2'-6" 10'-0" 60% TRANSPARENCY 2'-6" 60% TRANSPARENCY 22'-0"28'-10"13'-4"CITADEL PANEL 4mm SINOCOREWOOD SIDING BLACK ALUMINUM STOREFRONT BURNISHED BLOCK 12 4 12 4 10'-0" 60% TRANSPARENCY 2'-6" 60% TRANSPARENCY 24'-0"WOOD SIDING BLACK ALUMINUM STOREFRONT BURNISHED BLOCK 60% COVERED BY AWNINGS CITADEL PANEL 4mm SINOCORE STEEL ACCENTS13'-0"24'-0"15'-0"2'-0"14'-41/2" STEEL ACCENTS BLACK ALUMINUM STOREFRONT CITADEL PANEL 4mm SINOCORE BURNISHED BLOCKWOOD COLUMNS STANDING SEAM METAL ROOF 24 GA MECHANICAL LOCK WOOD SIDING CEILING HEIGHT FIRST FLOOR 0" 1 A201 EAST ELEVATION 1/8" = 1'-0" 3 A201 SOUTH ELEVATION 1/8" = 1'-0" 4 A201 NORTH ELEVATION 1/8" = 1'-0" 8 A201 WEST ELEVATION 1/8" = 1'-0" 71 COPYRIGHT C PREPARED FOR :PROJECT NUMBER:PROJECT ARCHITECT : ISSUE DATES:GVM RETAIL BUILDING 2825 WEST MAIN STREET, BOZEMAN, MT 59715 GALLATIN MALL GROUP JEFF KANNING 2027 DESIGN DEVELOPMENT 2/22/2021 - DESIGN DEVELOPMENT - - - - 2021 A1.1 FLOOR PLAN - C O L L A B O R A T I V ED E S I G N A R C H I T E C T S2027 - GVM RETAIL BUILDING2280 GRANT ROAD, SUITE C BILLINGS, MT 59102 406.248.3443www.cd-mt.comA R C H I T E C T S THESE DOCUMENTS, IN PART OR IN WHOLE, AND THEDESIGN THEY REPRESENT ARE THE SOLE PROPERTYOF COLLABORATIVE DESIGN ARCHITECTS. THESEDOCUMENTS ARE INTENDED FOR THE PROJECT ON THESITE INDICATED. ANY USE, REPRODUCTION,MODIFICATION OR ADAPTATION WITHOUT THE EXPRESSWRITTEN CONSENT OF COLLABORATIVE DESIGNARCHITECTS IS STRICTLY PROHIBITED. STAMP RTU'S SLOPED ROOF T.O. PARAPET 124'-0"T.O. PARAPET 122'-0"USGS 4847.07'4963' INTERIOR DRIVE AISLE FINISH FLOOR 100'-0" USGS 4852.61'PARKING FIELD HUFFINE LANE 2A3012A3013A3013A3011A301 1A301 A.1 11 1.1 1.1 1.31.3 A.3 E.2 E.3 E.8 1.6 1.6 22 33 2.9 2.9 44 3.9 3.9 3.73.7 3.8 3.8 3.1 3.1 108107 B 101-2 W07 W07 104-3 104-2 W09 A 101-1 102-2 109 103-2 110 W09 W09 104-1W09 103-1 C D F G W09 101-3 W09 102-1 W09W09W09W09CW09W09W09 106105 11211144'-6"161'-4" 4 A201 5 A201 10' x 10' UNIT A 2,419.24 SF 10' x 10' HALL 64.35 SF 10' x 10' RESTROOM 57.43 SF 10' x 10' RESTROOM 56.95 SF 10' x 10' RESTROOM 59.17 SF 10' x 10' RESTROOM 59.17 SF 10' x 10' RESTROOM 119.47 SF10' x 10' RESTROOM 119.47 SF 10' x 10' UNIT B 1,827.02 SF 10' x 10' MECHANICAL 66.04 SF 10' x 10' UNIT C 1,845.96 SF 10' x 10' UNIT D 4,195.40 SF 104-4 1A301 1A301 3 A1.1 SITE LINE STUDY 1/32" = 1'-0" 2 A1.1 ROOF PLAN 1/16" = 1'-0" 3 A1.1 FIRST FLOOR PLAN 1/8" = 1'-0" RAIN GUTTER ROOF ACCESS HATCH WALKING PADS ROOF DRAINROOF DRAIN OVERFLOW SCUPPER OVERFLOW SCUPPER SLOPED ROOF STANDING SEAM METAL CANOPY BELOW LANDSCAPING AND SCREEN WALL LANDSCAPING AND SCREEN WALL RTURTU RTU RTU RTU FIN FLOOR = 4850.26'FIN FLOOR = 4851.26'FIN FLOOR = 4851.26'FIN FLOOR = 4852.26' UNIT A 2,420 SF UNIT B 1,827 SF UNIT C 1,846 SF UNIT D 4,196 SF 72 WGENERAL NOTES1.ALL LANDSCAPED AREAS SHALL HAVE PERMANENT UNDERGROUND IRRIGATION INSTALLED TO ENSURE A HEALTHY LANDSCAPE. SEE IRRIGATION NOTES.2.ALL AREAS DISTURBED BY CONSTRUCTION TO BE SEEDED OR PLANTED AND MAINTAINED.3.ALL EDGING SHALL BE METAL (PRO EDGE-STEEL/ALUMINUM)4.ALL SHRUB BEDS SHALL BE LINED WITH PROFESSIONAL GRADE TYPAR WEED FABRIC, ANDCOVERED WITH 3-4" OF 1 12" WASHED ROCK MATERIAL5.ALL TREES SHALL BE STAKED WITH WOOD STAKES (MIN OF 2 PER TREE) ANY TREE ORSHRUB PLANTED THAT IS NOT IN A SHRUB BED SHALL HAVE A 3' DIA. 4" DEPTH ORGANIC MULCH RING AT THE BASE.6.CONTRACTOR TO VERIFY LOCATION OF ALL UTILITIES PRIOR TO INSTALLATION, EXCAVATION,OR PLANTING.7.NO TREE SHALL BE PLANTED WITHIN 10' OF ANY FIRE HYDRANT, SEWER OR WATER LINE.8.ALL STREET TREES SHALL BE APPROVED BY CITY FORESTER AND PLANTED SLIGHTLY HIGHERTHAN GRADE AND WITH THE TREE COLLAR EXPOSED. THE HOLE EXCAVATED SHALL BETWICE THE SIZE OF THE POT OR ROOTBALL OF THE TREE.9.ALL PLANTS SHALL BE GUARANTEED FOR ONE YEAR AFTER PROJECT COMPLETION.10.ALL LAWN AREAS SHALL BE LOCALLY GROWN SOD11.ALL SOD AREAS TO HAVE 4-6" MINIMUM TOPSOIL DEPTH TO PROMOTE PLANT GROWTH.12.ALL OTHER DISTURBED AREAS ON SITE SHALL BE RE-GRADED ROCK HOUNDED AND SEEDEDTO MATCH DISTURBED AREA EXISTING LANDSCAPE13.SEEDED GRASS AREAS (NATIVE AND RIPARIAN) ARE TO BE FINANCIALLY GUARANTEED FOR2 YEARS BY OWNER OR CONTRACTOR. TEMPORARY SURFACE IRRIGATION SHALL BEINSTALLED FOR ESTABLISHMENT.14.NO PLANT SUBSTITUTIONS WITHOUT WRITTEN APPROVAL FROM THE OWNER ANDLANDSCAPE DESIGNER15.CONTRACTOR TO VERIFY ALL PLANT QUANTITIES. IF THERE IS A DISCREPANCY BETWEEN PLANT TABLE AND PLAN, THE PLAN SHALL DICTATE QUANTITY.16.ALL GROUND MOUNTED MECHANICAL NOT SHOWN ON PLAN SHALL BE HARD SCREENED WITH FENCE OR SIDING MATERIAL17.CONTRACTOR TO FENCE OFF EXISTING TREES TO PROTECT DURING CONSTRUCTION ANDNO GRADING, STORAGE OF MATERIALS OR OTHER CONSTRUCTION ACTIVITIES ARE TOOCCUR WITHIN DRIP LINE OF EXISTING TREES TO BE PRESERVED. SEE DETAIL 7/L201BOZEMAN U.D.O. REQUIREMENTSPARKING LOT LANDSCAPINGTOTAL PARKING STALLS: 494LANDSCAPE AREA REQUIRED: 9,880 SF; 16,410 SF SHOWN55 PARKING LOT TREES REQUIRED, 78 SHOWNBOULEVARD TREES:1 LARGE CANOPY TREE PROVIDED FOR EACH 50' OF STREET FRONTAGEALONG US HWY 191DROUGHT TOLERANT SPECIES:75% OF TREES AND SHRUBS USED ARE DROUGHT TOLERANT SPECIESSEE SHEET L102 FOR PLANT SCHEDULEGALLATIN MALL GROUP, LLC.2280 GRAND ROAD, SUITE ABILLINGS, MT 59102A portion of that certain real property located in Gallatin County, Montana, described as Tract 1of Certificate of Survey No. 467A, located in the South half (1/2) of the Southwest quarter (1/4)of Section 11, Township 2 South, Range 5 East, P.M.M., Gallatin County, Montana, according tothe official plat thereof on file and of record in the office of the County Clerk and Recorder,Gallatin County, Montana. IRRIGATION GENERAL NOTES1.THIS IRRIGATION PLAN IS CONCEPTUAL IN NATURE AND FINAL DESIGN SHALL BE VERIFIED BYIRRIGATION CONTRACTOR. IRRIGATION SYSTEM TO BE DESIGN/BUILD BY A PROFESSIONALIRRIGATION CONTRACTOR PER THE REQUIREMENTS BELOW.2.A PRESSURE RELEASE VALVE/REGULATOR MAY BE NEEDED DEPENDING ON THE PSI AT POINT OF CONNECTION3.IRRIGATION POC WILL BE A WELL LOCATED WEST OF BUILDING 2 IN A LANDSCAPE ISLAND.4.IRRIGATION DESIGN ASSUMES 25-28GPM FROM WATER SOURCE5.CARE SHALL BE TAKEN TO ENSURE IRRIGATION SYSTEM IS INSTALLED PROPERLY TOMINIMIZE/ELIMINATE WATER WASTE DUE TO OVER SPRAY ONTO WALKS AND PARKING LOTS.6.POWER SOURCE TO BE PROVIDED FOR IRRIGATION CONTROLLER AND COORDINATED WITHELECTRICAL. CONTROLLER SHALL BE WEATHER BASED-RAINBIRD ESP-Me SERIESCONTROLLER WITH WR2 WEATHER SENSOR AND LNK WIFI MODULE.7.IRRIGATION CONTRACTOR SHALL INSTALL A RAINBIRD (OR SIMILAR) RAIN SENSOR THAT WILLAUTOMATICALLY TURN OFF THE SYSTEM DURING RAIN EVENTS8.ALL TURF AREAS ARE TO BE SPRAY OR ROTOR IRRIGATED. MPR NOZZLES (MULTITRAJECTORY OR MULTI-STREAM ROTARY) SHALL BE INSTALLED IN LAWN AREAS WHEREFEASIBLE TO MAXIMIZE EFFICIENCY.9.IRRIGATION SYSTEM TO BE INSTALLED WITH HEAD TO HEAD COVERAGE FOR ALL ROTORAND SPRAY ZONES.10.ALL LANDSCAPE BEDS TO RECEIVE DRIP IRRIGATION. HIGH EFFICIENCY IRRIGATION DRIPZONES SHALL HAVE 5 GALLON/HR EMITTERS TO TREES, 2 GALLON/HR EMITTERS TO ALLSHRUBS, AND 1 GALLON/HR EMITTERS TO ALL PERENNIALS AND GRASSES. ANY TREES ORSHRUBS OUTSIDE BEDS OR LAWN AREAS (IN NATIVE GRASS) ARE TO RECEIVE DRIPIRRIGATION.11.ON THE NORTH SIDES OF STRUCTURES OR HEAVY CLAY SOILS, CARE SHALL BE TAKEN TOMINIMIZE OVER WATERING DEPENDING ON SOIL CONDITIONS AND THE SIZE OF EMITTER MAY BE REDUCEDIRRIGATION CALCULATIONS~THIS ESTIMATE ASSUMES THE SPRINKLER CONTROLLER IS PROGRAMMED CORRECTLY ANDASSUMES A 3 TIME A WEEK IRRIGATION SCHEDULE~TOTAL ESTIMATED 50,866 GALLONS OF WATER PER MONTH (21,194 SF. TURF AREA) USEDFOR ALL SPRAY/LAWN ZONES.~TOTAL ESTIMATED 10,868 GALLONS OF WATER PER MONTH USED IN THE DRIP ZONES FORTHE TREES/SHRUBS PERENNIALS AND GRASSES (23,771 SF PLANT BEDS).TOTAL ESTIMATED WATER USAGE PER MONTH FOR LANDSCAPE: 61,734 GALLONS~NATIVE AND RIPARIAN SEEDED AREAS TO BE TEMPORARILY IRRIGATED AND NOT INCLUDED INCALCULATIONSTOTAL LANDSCAPE AREA: 68,171 SFNProject For: Gallatin Valley Mall Redevelopment 2905 West Main Street Bozeman, MTOverallLandscapePlanL101SCALE: 1"=40'-0"11/16/20City SubmittalDate Issue3084 Thorpe RoadBelgrade, Montana 59714Ph 406.924.8038alyssa@redbarnmontana.comUS HWY 191(HUFFINE LN.)"WHOLE FOODS MARKET"PROPOSED BUILDING 1EXISTINGBUILDING(PETCO)EXISTING BLDG.(ROCKY MTN. BANK)PROPERTY LINE PROPOSED BUILDING2EXISTING BUILDING"GALLATIN VALEY MALL"EXISTING PARKINGLOTSHEET L103SHEET L104SHEET L104SHEET L105SHEET L107SHEET L106SHEET L104SHEET L107SHEET L105SHEET L106SHEET L103SHEET L107LIM IT OF WORKLIMIT OF WORKLIMIT OF WORKLIMIT OF WORKLIMIT OF WORK LIMIT OF WORKLIMIT OF WORKEX. MALLSNOWSTORAGELIMIT OF WORKFUTUREBUILDINGW. COLLEGE ST.03/03/21City Submittal73 CONIFERSQTYBOTANICAL / COMMON NAMECONTCALSIZEMATURE SIZEDROUGHT TOLERANT15Juniperus scopulorum `Medora` / Medora Juniper10 gal10-12`Yes1Picea pungens / Colorado SpruceB & B8`-10`50`-60`YesDECIDUOUS TREESQTYBOTANICAL / COMMON NAMECONTCALSIZEMATURE SIZEDROUGHT TOLERANT9Acer freemanii `Sienna Glen` / Freeman MapleB & B1.5"-2.0"50`-60`No13Acer platanoides `Emerald Lustre` / Norway MapleB & B1.5"-2.0"50`-60`Yes5Amelanchier x grandiflora `Autumn Brilliance` / Autumn Brilliance Apple ServiceberryB & BClump20-25`Yes9Celtis occidentalis / Common HackberryB & B1.5"-2.0"30`-40`Yes12Gleditsia triacanthos `Skyline` / Skyline Honey LocustB & B1.5"-2.0"40`-50`Yes9Malus x `Radiant` / Radiant Crab AppleB & B1.5"Cal20-30`Yes13Populus tremuloides / Quaking AspenB & B1.5"Cal35`-45`No19Tilia americana `Boulevard` / Boulevard LindenB & B1.5"-2.0"40`-50`No23Tilia cordata / Littleleaf LindenB & B1.5"-2.0"35`-45`YesSHRUBSQTYBOTANICAL / COMMON NAMESIZEMATURE SIZEDROUGHT TOLERANT3Acer ginnala `Bailey Compact` / Bailey Compact Amur Maple5 gal10-15`Yes27Amelanchier alnifolia `Regent` / Saskatoon Serviceberry5 gal4-6`Yes76Aronia melanocarpa `Autumn Magic` / Autumn Magic Black Chokeberry5 gal3-5`Yes107Berberis thunbergii `Rose Glow` / Rose Glow Barberry5 gal2`-3`Yes27Cornus sericea `Isanti` / Isanti Redosier Dogwood5 gal5`-6`No72Juniperus horizontalis `Youngstown` / Youngstown Andorra Juniper5 gal12-18"Yes23Physocarpus opulifolius `Seward` / Summer Wine Ninebark5 gal5`-6`Yes4Picea pungens `Globosa` / Dwarf Globe Blue Spruce5 gal4`-5`Yes12Pinus mugo `Compacta` / Dwarf Mugo Pine5 gal3`-4`Yes6Pinus sylvestris `Hillside Creeper` / Hillside Creeper Scotch Pine5 gal2`-3`Yes44Potentilla fruticosa `Abbotswood` / Abbotswood Potentilla5 gal2`-3`Yes19Rhus aromatica `Gro-Low` / Gro-Low Fragrant Sumac5 gal2`-3`Yes3Ribes alpinum `Green Mound` / Green Mound Alpine Currant5 gal2`-3`Yes8Rosa woodsii / Woods Rose5 gal5`-6`Yes96Rosa x `Nearly Wild` / Nearly Wild Rose5 gal2`-3`Yes153Spiraea betulifolia `Tor` / Tor Birchleaf Spirea5 gal2`-3`Yes19Spiraea fritschiana / Fritschiana Spirea5 gal2`-3`Yes23Syringa patula `Miss Kim` / Miss Kim Lilac5 gal4-6`YesPLANT SCHEDULE OVERALL******VINESQTYBOTANICAL / COMMON NAMESIZEMATURE SIZEDROUGHT TOLERANT48Lonicera x `Dropmore Scarlet` / Dropmore Scarlet Honeysuckle Vine1 gal6-10`NoANNUALS/PERENNIALSQTYBOTANICAL / COMMON NAMESIZEMATURE SIZEDROUGHT TOLERANT21Achillea millefolium `Moonshine` / Moonshine Yarrow1 gal11Hemerocallis x `Stella de Oro` / Stella de Oro Daylily1 gal69Nepeta x faassenii `Walkers Low` / Walkers Low Catmint1 gal13Salvia nemerosa `May Night` / May Night Meadow Sage1 galGRASSESQTYBOTANICAL / COMMON NAMESIZEMATURE SIZEDROUGHT TOLERANT121Calamagrostis x acutiflora `Karl Foerster` / Feather Reed Grass1 gal32Festuca glauca `Elijah Blue` / Blue Fescue1 gal128Helictotrichon sempervirens `Blue Oats` / Blue Oat Grass1 gal126Panicum virgatum `Heavy Metal` / Heavy Metal Switch Grass1 gal82Sporobolus heterolepis / Prairie Dropseed1 galGROUND COVERSQTYBOTANICAL / COMMON NAMECONT21,194 sfPoa pratensis / Kentucky Bluegrasssod62Sedum x `Vera Jameson` / Vera Jameson Sedum4"potNOTE:***Non drought tolerant tree and shrub species only used instormwater retention areas.NATIVE SEED MIX:SMOOTH BROMEGRASS 40%WESTERN WHEATGRASS25%IDAHO FESCUE25%CANBY BLUEGRASS10%SEEDING RATE: 25 LBS/ACRERIPARIAN SEED MIX (DETENTION/RETENTION BASIN):SLENDER RUSH .5 LBS PER ACREWATER SEDGE 1.0 LBS PER ACRECREEPING SPIKE RUSH 2.0 LBS PER ACRENEBRASKA SEDGE2.0 LBS PER ACRESMALLFRUITED BULL RUSH.2 LBS PER ACREBLUE JOINTED REED GRASS.5 LBS PER ACRENPlantScheduleL10211/16/20City SubmittalDate Issue3084 Thorpe RoadBelgrade, Montana 59714Ph 406.924.8038alyssa@redbarnmontana.comProject For: Gallatin Valley Mall Redevelopment 2905 West Main Street Bozeman, MT03/03/21City Submittal74 ROCK MULCH BEDS, TYP.HIGH EFFICIENCY DRIPIRRIGATION TO ALL BEDS, TYP.BOULDERS, TYP.PROPERTY LINEPROPOSED BUILDING"WHOLE FOODS MARKET"EXISTING BUILDINGPETCO8' X 8' RAISED PLANTERPLANTERS-ANNUAL PLANTINGTO BE DETERMINED BY OWNEREX. EVERGREENTREES TO REMAINWALL TRELLIS WITH VINESBIKE RACKS, TYP.SEE CIVILEXISTING SIDEWALKEXISTING TREESTO REMAINPROPOSED BOULEVARDTREESEXISTING STORMSWALEEXISTING TREETO REMAINPROJECT LIMITSPROJECT LIMITSPROJECT LIMITSIRRIGATEDTURF LIGHT POLE, TYP.WALL TRELLIS WITH VINESPRO JECT L IM I TSPROPOSED WALKWAYPROPOSEDTRANSFORMERPROPOSEDTRANSFORMEREXISTING LANDSCAPETO BE PRESERVEDPATIO SPACEIRRIGATED TURFROCK MULCH BEDS,TYP.STEEL EDGING,TYP.UTILITY METERSNBuilding 1LandscapePlanL10311/16/20City SubmittalDate Issue3084 Thorpe RoadBelgrade, Montana 59714Ph 406.924.8038alyssa@redbarnmontana.comSCALE: 1"=20'-0"BUILDING 1LANDSCAPE PLAN1L103SCALE: 1"=10'-0"BUILDING 1 ENLARGED FRONT ENTRY LANDSCAPEPLAN2L103Project For: Gallatin Valley Mall Redevelopment 2905 West Main Street Bozeman, MT03/03/21City Submittal75 ROCK MULCH BEDS, TYP.HIGH EFFICIENCY DRIPIRRIGATION TO ALL BEDS, TYP.IRRIGATED TURFPROJECT LIMITSCART CORRAL, TYP.NBuilding 1South ParkingLandscapePlanL104SCALE: 1"=20'-0"11/16/20City SubmittalDate Issue3084 Thorpe RoadBelgrade, Montana 59714Ph 406.924.8038alyssa@redbarnmontana.comProject For: Gallatin Valley Mall Redevelopment 2905 West Main Street Bozeman, MT03/03/21City Submittal76 ROCK MULCH BEDS, TYP.HIGH EFFICIENCY DRIPIRRIGATION TO ALL BEDS, TYP.UNDERGROUNDSTORMWATERSTORAGEUNDERGROUNDSTORMWATERSTORAGEUNDERGROUNDSTORMWATERSTORAGEPROJECT LIMITSPROJECT LIMITSPROJECT LIMITSNBuilding 1North ParkingLandscapePlanL105SCALE: 1"=20'-0"11/16/20City SubmittalDate Issue3084 Thorpe RoadBelgrade, Montana 59714Ph 406.924.8038alyssa@redbarnmontana.comProject For: Gallatin Valley Mall Redevelopment 2905 West Main Street Bozeman, MT03/03/21City Submittal77 ROCK MULCH BEDS,TYP.BOULDERS, TYP.4' X 4' TREEGRATES, TYP.SEE DETAIL8/L201EXISTINGPARKING LOTPROJECT LIMITSPROJECT LIMITSUNDERGROUNDSTORMWATERSTORAGEUNDERGROUNDSTORMWATERSTORAGEFUTURE BUILDINGRIPARIANSEED MIX(RETENTION POND)NATIVE SEEDMIX(SEE NOTES)NATIVESEED MIXBIKE RACKS,SEE CIVILHIGH EFFICIENCY DRIP IRRIGATION TO ALL BEDS, TYP.BOULDERS,TYP.TRASHNBuilding 2NorthLandscapePlanL106SCALE: 1"=20'-0"11/16/20City SubmittalDate Issue3084 Thorpe RoadBelgrade, Montana 59714Ph 406.924.8038alyssa@redbarnmontana.comProject For: Gallatin Valley Mall Redevelopment 2905 West Main Street Bozeman, MT03/03/21City Submittal78 ROCK MULCH BEDS,TYP.IRRIGATED TURFPROPOSED BUILDING 2EXISTING BUILDINGROCKY MOUNTAINBANKEX. EVERGREENTREES TO REMAINEXISTING TREES TO REMAINSCREENS (SEE ARCH)W/ VINESRIPARIANSEED MIX(RETENTION POND)PROPERTY LINEEXISTING SIDEWALK PROPOSEDIRRIGATIONWELLPROJECT LIMITSPROJECT LIMITSPROJECT LIMITSWPROJECT LIMITS SCREENS (SEEARCH) W/ VINESPROJECT LIM ITS IRRIGATED TURFNATIVESEED MIX(SEE NOTES)SNOWSTORAGE(EXISTINGPARKING)HIGH EFFICIENCY DRIP IRRIGATION TO ALL BEDS, TYP.BIKE RACKS,SEE CIVILBOULDERS, TYP.4' X 4' TREEGRATES, TYP.SEE DETAIL8/L201IRRIGATED TURFPROPOSEDTRANSFORMERPROPOSEDTRANSFORMERPROPOSEDTRANSFORMERTRASHEXISTING LANDSCAPETO BE PRESERVEDEXISTING LANDSCAPETO BE PRESERVEDRESEED DISTURBEDLAWN AREASIRRIGATED TURF2' BERMBOULDERS,TYP.IRRIGATED TURFSTEEL EDGING,TYP.NBuilding 2SouthLandscapePlanL107SCALE: 1"=20'-0"11/16/20City SubmittalDate Issue3084 Thorpe RoadBelgrade, Montana 59714Ph 406.924.8038alyssa@redbarnmontana.comProject For: Gallatin Valley Mall Redevelopment 2905 West Main Street Bozeman, MT03/03/21City Submittal79 STAKE WITH 2" WOOD TREESTAKES AND RUBBER STYLE TIES.PROVIDE SLACK IN LINE TIES.STAKES SHALL NOT PENETRATEROOT BALL.MULCH AS SPECIFIED. PULLMULCH AWAY FROM TRUNK.TREE IS TO BE PLANTED SLIGHTLY HIGHERTHAN GRADE WITH THE TREE COLLAREXPOSED1. CREATE A SAUCER AROUND TREES TO RETAIN IRRIGATION WATER.NOTES:USE PROPER PRUNINGTECHNIQUES TO REMOVE DEADOR BROKEN LIMBS, ANDCOMPETING APICAL LEADERSEXCAVATE HOLE:WIDTH = 3 x DIA. OF ROOTBALLDEPTH = HEIGHT OF ROOTBALL + 6" MIN.1L201PLANTING DETAILTREE NTSFINISH GRADE4'EDGINGAMENDED TOPSOIL BACKFILL.OVEREXCAVATE TREE WELL & PROVIDE 6"MIN. COMPACTED PLANTING SOILUNDER TREE BALL AS SHOWN1. SHRUBS TO BE PLANTED TO BEAR THE SAME RELATION TO FINISH GRADE ASORIGINALLY GROWN IN THE NURSERY.NOTES:EXCAVATED HOLE 2X DIAMETEROF ROOTBALLBACKFILL WITH AMENDED TOPSOILREMOVE ROOTCONTAINMENTMATERIALS IFPRESENTMULCH -PULL MULCHAWAY FROM STEM. MULCH3" MIN.CREATE SAUCERAROUND SHRUBPRUNE SHRUB TOREMOVE DEAD ORDAMAGED BRANCHES.2L201SHRUB PLANTING DETAILNTS6" MIN.PERENNIALS AS SHOWN ON PLANMULCH W/ 1" SOIL PEP ORCOMPOST10" MIN. DEPTH OF PLANTINGSOIL MIXUNDISTURBED SOILNOTE:1) SPREAD PLANTING SOIL TO 10" DEPTH, ADDING AMENDMENTS INRESPONSE TO SOIL ANALYSIS TO ACHIEVE SPECIFIED SOIL NUTRIENTS,TEXTURE AND ORGANIC MATTER.3L201PERENNIAL / ORNAMENTAL GRASS PLANTINGNTS4L201LANDSCAPE EDGINGNTSFINISH GRADE.STEEL EDGING AS SHOWN. PRO-EDGESTEEL/ALUMINUMMULCH AS NOTED.WEED BARRIER FABRIC. LAP 6" AT JOINTS.8" STAPLES TO ANCHOR WEED BARRIER, TRIANGULARSPACING 3' O.C. AND 1' O.C. LINEAR SPACING AT JOINTS.3" MIN.WHERE STEEL EDGING INTERSECTS WITH OTHER STEELEDGING, SECURE (BOLT OR WELD) THE TWO PIECES OFEDGING TOGETHER.5L201BOULDER PLACEMENTNTSBURY BOULDERS 14 TO 13 OF THEIRHEIGHT BELOW FINISHED GRADECOMPACTED SUBGRADEPLANT BEDNOTES:1) BOULDERS ARE TO BE SET IN PLACE PRIOR TO PLANTING OR IRRIGATION INSTALLATION.2) BOULDER TYPE TO BE AS NOTED ON PLAN3) BOULDERS TO BE IN NATURAL GROUPINGS WITHVARYING HEIGHTS AND SIZES.2" THICK CONCRETE PAVERSLOPE NOT TO EXCEED 4:1NATIVE TREE AND SHRUB PLANTINGS ONUPPER EDGES OF GRADERIPARIAN SEED MIX IN BOTTOM ANDUP SIDES OF RETENTION PONDSEE PLANT LEGEND6L201SECTIONRETENTION POND/SWALE NTSLANDSCAPE BOULDERS SET INTOTOP OF GRADE18'-478"KEEP OUTTREEPROTECTIONAREA7L201EXISTING TREE PROTECTION DETAILNTSNOTES:1) NO PRUNING SHALL BE PERFORMED EXCEPT BY AN APPROVED ARBORIST2) NO EQUIPMENT SHALL OPERATE INSIDE THE PROTECTIVE FENCING INCLUDINGDURING FENCE INSTALLATION AND REMOVAL.3) DETAIL MODIFIED FROM URBAN TREE FOUNDATIONTREE PROTECTION FENCE: HIGHDENSITY POLYETHYLENE FENCINGWITH 3.5" X 1.5" OPENINGS;COLOR-ORANGE. STEEL POSTSINSTALLED AT 8' O.C.2" x 6' STEEL POSTS ORAPPROVED EQUALMAINTAIN EXISTING GRADE WITHTHE TREE PROTECTION FENCEUNLESS OTHERWISE INDICATEDON THE PLANS© 20148.5" X 11" OR LARGERSIGN, LAMINATEDIN PLASTIC ANDSPACED EVERY 50'ALONG THE FENCE4'CROWN DRIP LINE OR OTHER LIMIT OF TREEPROTECTION AREA8L201TREE GRATE1/2"=1'-0"1. MANUFACTURED BY IRONSMITH (800) 338-47662. MODEL: #M4832 STYLE:CAMELIA3. MATERIALS: CAST IRON METAL COLOR: BLACK DIP4. ADA COMPLIANT, 14 " MAXIMUM SLOT WIDTH5. STEEL ANGLE FRAME REQUIRED FOR INSTALLATION, SEE FRAME DETAILOUTER FRAME DIMENSION IS 34" +/- 18" GREATER THAN GRATENOTES:SECTIONPLAN4'-0"2'114"1 12"16"12" X 1" X 14" THICK GRINDING PADSFOR LEVELING-TYP. 4 OR MOREPLACES1" RIBS12"9L201TREE GRATE FRAME1/2"=1'-0"1. MANUFACTURED BY IRONSMITH (800) 338-47662. MODEL: #M4800F SQUARE TREE GRATE FRAME3. MATERIALS: COLOR/METAL PAINTED TO MATCH TREE GRATE4. FRAME JIG WELDED FROM 1 34" X 1 34" X 14" STEEL ANGLE PER ASTM A365.1/2" NELSON ANCHORS SHOP WELDED TO FRAME6. INSTALL ACCORDING TO MANUFACTURER'S SPECIFICATIONSNOTES:SECTIONINSTALLATIONDETAIL-STANDARDPLAN4" MIN.2"3 3 4"TREE GRATE1 34" X 1 34" X 14"STEEL ANGLE12" NELSON STUDWELDED TO FRAME4'-034" +/- 18"4'-034" +/- 18" LandscapeDetailsL20111/16/20City SubmittalDate Issue3084 Thorpe RoadBelgrade, Montana 59714Ph 406.924.8038alyssa@redbarnmontana.comProject For: Gallatin Valley Mall Redevelopment 2905 West Main Street Bozeman, MT03/03/21 City Submittal 80