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11-13-17 City Commission Packet Materials - A6. Second High School Informal Review
Commission Staff Report Second Bozeman High School November 2, 2017 Page 1 of 20 Report To: Mayor and City Commission From: Courtney Johnson, Senior Planner Martin Matsen, Director of Community Development Subject: New Bozeman High School Informal Review, Application 17459. Meeting Date: November 13, 2017. Agenda Item Type: Action Item Recommendation: Review application and comment to assist preparation of formal application. Project Description: Proposed construction of a second Bozeman High School, the three story building is approximately 300,000 square foot, which is sited on 58.46 acres along with related on and off site improvements. Project Location: The site consists of two tracts: TRACT 1A2 of COS No. 2554B and TRACT 2A of COS 2554A located in the SW1/4 of Section 3, T2S, R5E, Gallatin County, Montana. The high school campus is bordered on three sides by arterial streets (Oak Street, Durston Road, and Cottonwood Road). The new high school building will be located adjacent to Oak Street on the north end of the campus. Informal Development Review: Site plan and engineering review has been completed as outlined in the “Interlocal Agreement School District 7 – City of Bozeman, dated November 12, 2012.” Report Date: November 2, 2017 Executive Summary The School District 7 (property owner/applicant) has submitted an informal site plan application for the proposed New Bozeman High School. The site consists of two tracts (TRACT 1A2 of COS No. 2554B and TRACT 2A of COS 2554A located in the SW1/4 of Section 3, T2S, R5E, Gallatin County, Montana.) The south tract (TRACT 2A of COS 2554A) was previously annexed in 2008, the proposed New High School will be sharing this tract with the existing Meadowlark Elementary School. Annexation of the north tract (TRACT 1A2 of COS No. 2554B) is pending and is being concurrently reviewed with this application initial City Commission action on the annexation will occur on November 13, 2017. The Annexation and Zone Map Amendment (application 17454) was submitted to the City of Bozeman in September 2017. A Public Land and Institute (PLI) zoning was requested and is appropriate for a new high school, it is consistent with the adjacent Meadowlark Elementary School and City Sports Park properties. The annexation agreement must be signed and all contingencies of annexation completed prior to site plan approval as the city does not have jurisdiction over the property unless the property is annexed. The site is presently vacant and was previously non qualified agriculture land. 453 Commission Staff Report Second Bozeman High School November 2, 2017 Page 2 of 20 Table of Contents Executive Summary ....................................................................................................................................... 1 Section 1 – Map Series ................................................................................................................................. 3 Section 2 – Requested Relaxation/Deviations/Variances ................................................................ 6 Section 3 – Recommend Conditions of Approval .......................................................................... 6 Section 4 – Required Code Provisions ............................................................................................. 6 Section 5 – Staff Analysis and Findings ........................................................................................... 6 Applicable Plan Review Criteria ................................................................................................................ 6 Planning Analysis and Findings ................................................................................................................. 7 Engineering Analysis and Findings ........................................................................................................... 9 Parks and Recreation Analysis and Findings .......................................................................................... 13 Legal .......................................................................................................................................................... 13 Review Process ......................................................................................................................................... 13 Section 6 – Attachments ............................................................................................................................ 15 Section 7 – Appendix ................................................................................................................................. 16 454 Commission Staff Report Second Bozeman High School November 2, 2017 Page 3 of 20 Section 1 – Map Series 455 Commission Staff Report Second Bozeman High School November 2, 2017 Page 4 of 20 Section 1 – Map Series 456 Commission Staff Report Second Bozeman High School November 2, 2017 Page 5 of 20 Section 1 – Map Series 457 Commission Staff Report Second Bozeman High School November 2, 2017 Page 6 of 20 SECTION 2 - REQUESTED RELAXATION / DEVIATIONS / VARIANCES 1. Landscaped median islands constructed of curb and gutters are not proposed within parking lots on school property which is a departure from Zoning Ordinance but is allowed by the local inter-governmental agreement. Proposed terminal islands will instead be delineated by paint. SECTION 3 - RECOMMENDED CONDITIONS OF APPROVAL Please note that these conditions are in addition to any required code provisions identified in this report. 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. SECTION 4 – REQUIRED CODE PROVISIONS 1. Please see Development Review Committee (DRC) Memo attached within, which provides required code revisions and advisory comments for forthcoming Formal Site Plan application. SECTION 5 - STAFF 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. Applicable Plan Review Criteria, Section 38.19.100, BMC. In considering applications for plan approval under this title, the advisory boards and City Commission shall consider the following: 1. Conformance to this chapter, including the cessation of any current violations There are no current violations existing on the subject property. 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 (BMC) or state law. 2. Conformance with all other applicable laws, ordinances, and regulations The proposed uses of the site are consistent with the allowed uses of the Public Lands and Institutions (PLI) district. No specific conflicts have been identified. Additional steps will be required including but not limited to final payment for cash in lieu of water rights, recordation of the utility easements, 458 Commission Staff Report Second Bozeman High School November 2, 2017 Page 7 of 20 construction of offsite sewer and street infrastructure, final plan documents and approval and building permits. The Building Division of the Department of Community Development will review the requirements of the International Building Code for compliance at the time of building permit application. 3. Relationship of site plan elements to conditions both on and off the property The proposed building is compatible with and sensitive to the immediate environment of the site and the adjacent neighborhoods and other approved development relative to, building mass and height, landscaping, orientation of parking and building placement on the site. The buildings main entry is facing the interior of the site to the south, and the overall mass of the building is oriented in multiple directions. 4. Unresolved Issues There are unresolved issues with the informal development review application which are noted and detail with the Development Review Committee (DRC) Memo. Further discussion of these items were discussed during the bi-weekly “Design Team and City of Bozeman – Meeting 1” Meeting Minutes. Please reference both the October 30, 2017 DRC Memo and October 23, 2017 Meeting Minutes attached within. 5. Planning Analysis and Findings 6.1 Bozeman Communtiy Plan Growth Policy Designation: Communtiy Community Commercial Mixed Use and Residential 6.2 Land Use 6.2.a Intent of the Public Land and Institute (PLI) district is to provide for major public and quasi-public uses outside of other districts. This application and proposed building use conforms. 6.2.b Setbacks: The project complies with all setbacks. In the PLI district, there is no yard requirement except when a lot is adjacent to another district. The yards then shall be the same as the adjacent district. 6.2.c Lot Coverage and Lot Area and Width: In the PLI district, the entire lot, exclusive of required yards and parking, may be occupied by the principal and accessory buildings. The lot area and width requirement of the PLI district has no requirement. 459 Commission Staff Report Second Bozeman High School November 2, 2017 Page 8 of 20 6.3 Pedestrian and vehicular ingress and egress 6.3.a Pedestrian access is provided by multiple access locations on all frontages of the site. The proposed street frontage sidewalks must conform to code requirements. Adequate pedestrian ingress and egress is provided. 6.3.b Multiple vehicular access locations are proposed along Cottonwood, Annie Street and Flanders Mill. Proposed vehicular access to the site for Staff, Visitors and Parent dropoff is from North Cottonwood Road. Student parking is located on the east side of the site and is accessed from Flanders Mill, which is a local street. Please see engineering analysis comments for further technical review. 6.4 Loading and Unloading Areas 6.4.a School bus and parent drop-off areas have been designated on the plan, in addition to a dedicated service access drive. Access will be from Annie Street. 6.4.b A proposed public bus stop is proposed on North Cottonwood Road, the Bozeman School District is coordinating with the regional tranist service Steamline. 6.5 Parking 6.5.a Parking Design Departure: Curb, gutter, and asphalt will be used to construct the parking lots and access ways. Landscaped median islands constructed of curb and gutter are not proposed within parking lots on school property which is a departure from Zoning Ordinance but is allowed by the local inter-governmentalagreement. Proposed terminal islands will instead be delineated by paint. 6.5.b Parking Counts: Applicant provided a parking analysis based upon observations of the existing Bozeman High School creating an observed supply/demand ratio and national parking standards. Applicant must provide parking counts per Section 38.25.040., ensuring the required parking demand can be met on site. A modification of the Formal Site Plan application can occur when the Sports Park design changes and Shared Use Interlocal Agreement with the Sports Park has been completed. 6.5.c Sports Park Shared Use Parking: The shared use will be a reciprocal agreement in order to have the parking of both sites is utilized to optimize land use and reduce redundant parking. The proposed design of shared use parking lot will conform to all city design standards and ordinances, without any departures. Shared Use Interlocal agreement will need to be completed prior to approval of Sports Park Master Plan amendment. 460 Commission Staff Report Second Bozeman High School November 2, 2017 Page 9 of 20 7 Engineering Analysis and Findings 7.1 Street Improvements 7.1.a Traffic Impact Study: The applicant’s traffic impact study (TIS) indicates an assumption that Cottonwood Road is complete between Oak Street and Baxter Lane prior to reaching full enrollment of 1,500 students. Another assumption in the TIS is that the initial student enrollment is 650 students, and the TIS indicates this initial student population does not trigger the need for Cottonwood Road between Oak Street and Baxter Lane. The timing of that street improvement cannot be determined based on the data presented in the TIS. Cottonwood Road between Oak Street and Baxter Lane must be constructed to the full arterial street standard outlined in the City of Bozeman Transportation Master Plan prior to its need, which may be prior to an occupancy permit. The applicant must provide additional information regarding the timing of full enrollment at the school as well as the school district boundary. Traffic Impact study assumptions must be corrected and resubmitted to exclude completion of Cottonwood Road between Oak Street and Baxter Lane. Subsequently, the timing of this street improvement can be determined. 7.1.b Annie Street: The applicant must construct Annie Street from Flanders Mill Road to Cottonwood Road to the City’s local street standard. City will work with Bozeman School District for inclusion of traffic calming features. 7.1.b.1 City Code requires continuation of streets for street connectivity, access, convenient movement of traffic, effective provision of emergency services, and efficient provision of utilities. 7.1.b.2 The intersection of Flanders Mill Road and Durston Road currently operates at a level-of-service of “D” per the City’s Transportation Master Plan. Without the Annie Street Connection through the school site, and with the proposed configuration of student parking loaded from Flanders Mill Road, driver behavior will be aggressive at the intersection of Flanders Mill Road and Durston Road due to long delays at this intersection. Drivers will attempt to “shoot gaps” due to high delays and reduce safety at the intersection. Similar characteristics will likely occur at the intersection of Flanders Mill Road and Oak Street. 7.1.b.3 Flanders Mill Road is a local street, and the student population would be forced to use Flanders Mill Road to access the student parking area placing substantial traffic on a local street that is not designed for the traffic load. 461 Commission Staff Report Second Bozeman High School November 2, 2017 Page 10 of 20 7.1.b.4 Significant pedestrian traffic already exists at the intersection of Flanders Mill Road and Durston Road due to students crossing the intersection going to the Meadowlark Elementary School compounding the delay issue at the intersection. Additionally, pedestrian traffic at this intersection will occur at the same time as the peak-hour vehicular traffic from the High School. High volume pedestrian and vehicle use of the intersection is a safety concern. 7.1.c Oak Street: The School District must construct Oak street consisting of the southern two lanes, curb-and-gutter, and shared use path between Cottonwood and Flanders Mill, and the School District must complete Cottonwood Road between Durston and Oak with related improvements with the understanding that the City will complete the remainder of Oak Street and the intersection of Cottonwood Road and Oak Street; however, the Street improvements must be constructed as one project and be complete prior to occupancy of the school. The School District will manage the entire road construction project including the intersection at Cottonwood/Oak, Oak Street, and Cottonwood Road upgrades in accordance with infrastructure agreement(s) with reimbursement from the City’s impact fee and arterial and collector district program for the City’s portion of these improvements. 7.1.d Right-of-Way 7.1.d.1 Right-of-Way (ROW) is needed for both the Northwest and Southwest corners of the Oak/Cottonwood intersection for construction of the proposed round-about. 7.1.d.1.i ROW is needed for the Northwest corner of the Oak/Cottonwood intersection. The School District will obtain that ROW. 7.1.d.1.ii ROW is needed for the Southwest corner of the Oak/Cottonwood intersection. The City will obtain that ROW. 7.2 Sewer Improvements 7.2.a Sewer Capacity is not met with current city infrastructure. The bottleneck is the Baxter Meadows Lift Station: capacity of this lift station is fully obligated. Please reference Section 7 Vicinity Maps. 7.2.b Sewer Capacity Solutions. One of these solutions must be complete prior to occupancy. 7.2.b.1 Davis Lane Lift Station and Norton East Ranch Interceptor outlined in the City’s Wastewater Collection Facilities Plan. This is a $9.3M project. City Staff added 462 Commission Staff Report Second Bozeman High School November 2, 2017 Page 11 of 20 this project into our draft CIP for Commission consideration in the upcoming CIP meetings in December. 7.2.b.2 Intermediate Solution – Paid by Bozeman School District 7.2.b.2.i Interim upgrade of the Baxter Meadows Lift Station 7.2.b.2.ii The School District project engineer suggested an interim lift station and connection to the Annie Street Sewer east of the project, which would require a temporary lift station. The long term solution would be a gravity sewer connection to the main in Cottonwood Road in conjunction with completion of Item 7.2.b.1. City and TD&H to verify if interim capacity exists in the downstream sewer system in Annie Street to accommodate the proposed project until the long-term solution (Item 7.2.b.1) can be constructed. 7.2.b.3 Valley West Sewer Payback District 7.3 Water Rights and Supply 7.3.a Irrigation: The Bozeman School District (BSD) desires to secure a Department of Natural Resources and Conservation (DNRC) water right permit for an irrigation well to provide a legal and physical water supply for the project’s anticipated irrigation water requirement of 142 acre feet per year. In the event a water right permit cannot be obtained prior to the time BSD is required to have a operable irrigation system, or alternatively other water rights cannot be secured that are determined to have sufficient physical and legal availability to fully satisfy the project’s irrigation water requirement, then the irrigation system must connect to and be supplied from the City’s municipal water system. BSD is advised that the water right permit process is complex and protracted with no guarantee of a successful outcome. The DNRC decision to grant or deny the water right permit will extend far beyond the project’s targeted site plan approval date and highly likely that a decision on the water right permit will occur after the school is occupied. BSD is notified that provision of water rights or cash-in-lieu thereof is a requirement of site plan approval pursuant to Sec. 38.23.180 BMC. In the event sufficient irrigation water rights have not been secured at the time site plan approval is desired, BSD must fulfill the 38.23.180 BMC requirement by providing cash-in-lieu of water rights at an amount determined by multiplying the anticipated annual irrigation water requirement in acre-feet by $6,000/acre foot to allow for a connection to the City’s municipal water system to occur. BSD is advised 463 Commission Staff Report Second Bozeman High School November 2, 2017 Page 12 of 20 that the Cash in Lieu Water Rights (CILWR) provided for irrigation water is separate and distinct from other CILWR provided for other water uses supplied by the City’s municipal water system (e.g. CILWR for indoor domestic use) The City will refund BSD’s CILWR payment attributable to the irrigation supply if an irrigation water right permit sufficient to meet the project’s irrigation water requirement is approved by DNRC, or alternatively other water rights determined to have sufficient physical and legal availability are secured. A separate agreement pertaining to CILWR refund is prudent considering the dollar amounts involved. An irrigation water right permit shall be obtained from the DNRC prior to occupancy of the new high school building. The school district assumes all risk in acquiring the necessary approvals from DNRC within the timeframes desired for final occupancy. 7.3.b Geothermal: The Bozeman School District (BSD) desires to construct a geothermal heating/cooling system for the new high school building. BSD is notified that non- consumptive geothermal wells pumping in excess of 350 gpm are required to obtain a water right permit from the Montana Department of Natural Resources and Conservation (DNRC). It is highly likely that the geothermal pumping rates will exceed 350 gpm to meet the heating/cooling system demands. The water right permitting process for non- consumptive uses of water does not contain all of the complexities of water right permitting for consumptive uses. That said, however, and as with any new water right permit, there is no guarantee of a successful outcome. BSD is notified that the City cannot approve a building permit for a heating/cooling system that is dependent upon a prospective water supply source. As such, an approved geothermal water right sufficient to meet the needs of the geothermal heating/cooling system must be secured by BSD and evidenced to the City prior to City approval of a building permit for the geothermal heating system. The City advises BSD to prepare a contingency plan for the heating/cooling system in the event a sufficient geothermal water right cannot be obtained at all or within the timelines desired. A geothermal water right permit shall be obtained from the DNRC prior to occupancy of the new high school building if a geothermal heating/cooling system is utilized. The school district assumes all risk in acquiring the necessary approvals from DNRC within the timeframes desired for final occupancy. 7.3.c The Montana Department of Natural Resources and Conservation (DNRC): the DNRC review is separate from City of Bozeman – the Bozeman School District (BSD) is notified that DNRC review processes and timelines are standalone from City review timelines. BSD is 464 Commission Staff Report Second Bozeman High School November 2, 2017 Page 13 of 20 advised that water right permitting in a closed basin is a specialized field; that there is no guaranteed outcome; and that review timelines are variable. 7.3.d Maynard Boarder Pipeline: The city will need a Construction Easement to realign irrigation pipeline on southwest corner of Oak and Flanders. Anticipated construction to happen spring 2018. 8 Parks and Recreation Analysis and Findings 8.1 Dedication requirements: None 8.2 Letter of Intent: Bozeman School District (BSD) is proposing changes to the Sports Park Master Plan and will require an amendment to the existing Sports Park (SP) Master Plan. The BSD will need to first formalize a letter of intent to enter into a Shared Use Interlocal Agreement for sports field and parking use. 8.3 Sports Park Master Plan Amendment: The proposed design changes will need to be submitted as a concept site plan to initiate Commission review. The BSD Design Team (CTA/TDH) will work with the City’s representative (DOWL) and the Park and Recreation Director to ensure the amendment meets the Sports Park Master Plan intent and requirements. The BSD Design Team (CTA/TDH) will complete the design engineering work for the final Sports Park (SP) Master Plan amendment. Concurrent review of this proposed amendment and the formal site plan application will be conducted to accommodate the aggressive design and construction schedule of this project. This proposed amendment to the Sports Park Master Park must be completed prior to final site plan approval of the High School. 8.4 Sports Park Shared Use Agreement: City of Bozeman and the Bozeman School District will enter into a Shared Use Interlocal Agreement for use of the Sports Park parking and sports field located at on the south end of the Sports Park. This agreement must be completed as part of the amendment to the Sports Park Master plan and must be completed prior to final site plan approval of the High School. 9 Legal 9.1 Required forthcoming agreements: Annexation, Sports Park Interlocal Shared Use, and Offsite Infrastructure Financing. 10 Review Process: Concurrent review of the following proposed applications and amendments will be conducted to accommodate the aggressive design and construction schedule of this project. 10.1 Annexation: November 13, 2017 action by City Commission, see separate packet materials. 465 Commission Staff Report Second Bozeman High School November 2, 2017 Page 14 of 20 10.2 Informal Development Review: Per the Interlocal agreement under major school development, the Development Review Committee (DRC) reviewed the application materials on October 11, 2017. Based on its evaluation of the application against the criteria, the Development Review Committee has provided comments based upon information provided for guidance for the forthcoming Formal Site Plan application. The applicant was 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. 10.3 Formal Site Plan: Per the Interlocal agreement under major school development, a formal site plan application will be submitted once annexation and zoning applications are approved. If the site plan application does not require any exemptions under MCA Section 76.2.402, the application will be reviewed administratively. Any proposed exemptions will necessitate noticing and public hearing as required under statute as a City Commission meeting. No final action to approve the site plan can occur until the annexation is finalized. 10.4 Sports Park Master Plan Amendment: Bozeman School District (BSD) is proposing changes to the Sports Park Master Plan and will require an amendment to the existing Sports Park (SP) Master Plan to share parking, reference Section 8 of the report. This proposed Sports Park amendment and Shared Use Interlocal Agreement must be completed prior to final site plan approval of the High School. 10.5 Infrastructure Plan and Specifications Review: The Design Team Engineer must submit engineering plans and specs to the City Engineering Department, as well as, to Montana Department of Environmental Quality (DEQ). Given the scale of this project, there will likely be three reviews of the plans and specs to reach a final, approved plan set. The first review will take 30 days from the date plans/specs are submitted. The second and third reviews will take 15 days from the date of resubmittal from their engineer. City Code requires the applicant to have approved plans/specs from this review process, as well, as from Montana DEQ prior to obtaining a building permit under concurrent construction requirements. Also, the Fire Department will require water mains to be installed and functional to protect the new structures as they are being constructed. Site mass grading and utilities could start but wouldn’t be able to start the structures until the water mains are installed. 466 Commission Staff Report Second Bozeman High School November 2, 2017 Page 15 of 20 SECTION 6 - ATTACHMENTS 17459 Second High School-Informal Review-Application Materials 17459 Second High School-Informal Review-Application Plans 17459 Second High School-Informal Review-DRC Memo (October 30, 2017) 17459 Second High School-Informal Review-Design Team Meeting 1-Meeting Minutes (October 23, 2017) 17459 Second High School-Informal Review-Interlocal Agreement 11-12-12 17459 Second High School-Informal Review-Narrative 09-20-17 17020 Bozeman Sports Park-Master Site Plan-Design Drawings (April 12, 2016) New Bozeman High School Schematic Design Report (September 7, 2017) 467 Commission Staff Report Second Bozeman High School November 2, 2017 Page 16 of 20 SECTION 7 -APPENDIX VICINITY REFERENCE MAPS 468 Commission Staff Report Second Bozeman High School November 2, 2017 Page 17 of 20 469 Commission Staff Report Second Bozeman High School November 2, 2017 Page 18 of 20 470 Commission Staff Report Second Bozeman High School November 2, 2017 Page 19 of 20 471 Commission Staff Report Second Bozeman High School November 2, 2017 Page 20 of 20 472 A1 Development Review Application A1 Page 1 of 3 Revision Date 01-04-16 Required Forms: Varies by project type Recommended Forms: Presentation of submitted plans and specifications DEVELOPMENT REVIEW APPLICATION 1. PROJECT Development Name: Description: 2. PROPERTY OWNER Name: Full Address: Phone: Email: 3. APPLICANT Name: Full Address: Phone: Email: 4. REPRESENTATIVE Name: Full Address: Phone: Email: 5. PROPERTY Full Street Address: Full Legal Description: Current Zoning: Current Use: Community Plan Designation: 473 Development Review Application A1 Page 2 of 3 Revision Date 01-04-16 Required Forms: Varies by project type Recommended Forms: Presentation of submitted plans and specifications Overlay District: Neighborhood Conservation Entryway Corridor None Urban Renewal District: Downtown North 7th Avenue Northeast None 6. STATISTICS (ONLY APPLICATION TYPES 2-12, 17, 24 AND 26) Gross Area: Acres: Square Feet: Net Area: Acres: Square Feet: Dwelling Units: Nonresidential Gross Building Square Feet: 7. APPLICATION TYPES Check all that apply, use noted forms. Form Form 1. Pre-application Consultation None 17. Informal Review INF 2. Master Site Plan MSP 18. Zoning Deviation None 3. Site Plan SP 19. Zoning or Subdivision Variance Z/SVAR 4. Subdivision pre-application PA 20. Conditional Use Permit CUP 5. Subdivision preliminary plat PP 21. Special Temporary Use Permit STUP 6. Subdivision final plat FP 22. Comprehensive Sign Plan CSP 7. Subdivision exemption SE 23. Regulated Activities in Wetlands RW 8. Condominium Review CR 24. Zone Map Amendment (non Annexation) ZMA 9. PUD concept plan PUDC 25. UDC Text Amendment ZTA 10. PUD preliminary plan PUDP 26. Growth Policy Amendment GPA 11. PUD final plan PUDFP 27. Modification/Plan Amendment MOD 12. Annexation and Initial Zoning ANNX 28. Extension of Approved Plan EXT 13. Administrative Interpretation Appeal AIA 29. Reasonable Accommodation RA 14. Administrative Project Decision Appeal APA 30. Other: 15. Commercial Nonresidential COA CCOA 1 6. Historic Neighborhood Conservation Overlay COA NCOA 8. APPLICATION FEES AND MATERIALS A. Fees are to be provided based upon the adopted fee schedule FS. Contact our office for an estimate. 474 Development Review Application A1 Page 3 of 3 Revision Date 01-04-16 Required Forms: Varies by project type Recommended Forms: Presentation of submitted plans and specifications B. Application materials shall be submitted for each application as shown in the specific guidance and checklists that is provided for each application type. A common development review application form and common notice materials may be provided for an application that includes more than one application type. All other application materials shall be submitted for each individual application type per the project guidance and checklists. 9. CERTIFICATIONS AND SIGNATURES This application must be signed by both the applicant(s) and the property owner(s) (if different) for all application types before the submittal will be accepted. The only exception to this is an informal review application that may be signed by the applicant(s) only. As indicated by the signature(s) below, the applicant(s) and property owner(s) submit this application for review under the terms and provisions of the Bozeman Municipal Code. It is further indicated that any work undertaken to complete a development approved by the City of Bozeman shall be in conformance with the requirements of the Bozeman Municipal Code and any special conditions established by the approval authority. I acknowledge that the City has an Impact Fee Program and impact fees may be assessed for my project. Further, I agree to grant City personnel and other review agency representative’s access to the subject site during the course of the review process (Section 38.34.050, BMC). I (We) hereby certify that the above information i s true and correct to the best of my (our) knowledge. Certification of Completion and Compliance – I understand that conditions of approval may be applied to the application and that I will comply with any conditions of approval or make necessary corrections to the application materials in order to comply with municipal code provisions. Statement of Intent to Construct According to the Final Plan – I acknowledge that construction not in compliance with the approved final plan may result in delays of occupancy or costs to correct noncompliance. Applicant Signature: Printed Name: Owner Signature: Printed Name: Owner Signature Printed Name: If signing as a corporation, please provide the title and position of the individual signing on behalf of the corporation. Attach separate sheets for additional owner signatures. CONTACT US Alfred M. Stiff Professional Building 20 East Olive Street 59715 (FED EX and UPS Only) PO Box 1230 Bozeman, MT 59771 phone 406-582-2260 fax 406-582-2263 planning@bozeman.net www.bozeman.net 475 PLS Plans and Specifications PLS Page 1 of 4 Revision Date 5-1-17 Required Forms: Applies to all applications Other Forms: None. PLANS AND SPECIFICATIONS INTRODUCTION In order for city staff to efficiently review your project in a timely manner, the application materials and the plan sets submitted must be clear, complete and thorough. This handout provides additional details for the application requirements outlined in the project checklists. If the requirements of this handout are met with your application it will minimize the delays that can occur when an application is unclear, incomplete or not formatted correctly. These requirements are mandatory. If the application materials do not meet these standards they will require correction, which will delay your project. GENERAL PLAN REQUIREMENTS 1. All plans and drawings must be accurately drawn, using a conventional scale such as 1:20 or 1:1/4, and with only one scale per sheet. Details may contain a separate scale if clearly labeled. 2. All text and annotations should be at a font size to enable it to be easily read – 10 point or more. Many plan sets require that 11” x 17” plan sizes be submitted. The text and annotations on plans that size must be readable when printed at that size. If plans are unreadable at the 11” x 17” size, they will not be accepted for review. 3. Plan sizes must meet minimum and maximum size requirements. No plans outside of the stated sizes will be accepted. 4. Plans/drawings must not contain disclaimers such as “Not to Scale” and “Do Not Scale.” (perspectives excepted) and drawings must be drawn true to the stated scale(s). 5. Plans must not contain disclaimers such as “Preliminary” and “Not for Construction.” 6. Provide all relevant measured dimensions annotated on the plans/drawings. For example label typical dimensions of parking spaces, drive accesses, drive aisles and sidewalks. 7. Consistent detailing. All existing and proposed site plan elements (e.g., sidewalks, parking spaces, fire lanes, building foot prints, etc.) must be labeled (unless a legend is provided) and dimensioned (unless a detail is provided). 8. The clearest way to present proposals is to group “existing” and “proposed” drawings side by side, using the same scale for both. 9. Each sheet and/or drawing must have a title box with the drawing name, sheet number and date clearly visible in bold. If sheets are updated or revised a new date must be applied to the sheet. For example, the civil utility plans might be labeled: C2.0 Utilities 05-01-2017. This is important as this will also be the digital file name. See naming protocol below. 10. The use of a title sheet for all general information, project team, data, calculations (parking, parkland, open spaces, and table of contents is required. The title must appear in bold letters across the top of the cover sheet. If the site plan includes a conditional use include the words “and Conditional Use.” 11. If the project is part of an existing development the name of the existing development must appear in the title. For example, “Arbys at Bozeman Gateway” or “Building K at the Cannery District.” 12. The vicinity map with zoning must be on the cover page. 13. A table of contents or plan schedule for all sheets in the plan set must be included on the title sheet with a date for each sheet. If revisions are required, the title sheet must be updated to reflect all revised sheets with a new date. 14. Fully annotated plans and drawings are more understandable, e.g. if a line is shown on the plan between two properties or other conditions such as easements, it must be annotated by adding descriptors to clarify the site condition. 476 Plans and Specifications PLS Page 2 of 4 Revision Date 5-1-17 Required Forms: Applies to all applications Other Forms: None. 15. A legend for all line types and symbols must be included on plan sets. 16. The plan sheets must not be overly congested with line types. When in doubt produce an extra sheet that separates the information. For example, produce a separate utility and easement sheet for utilities to clarify that information if the overall site plan contains too many lines and line types. 17. In general, the plan sheets are where most project information must be included. Separate cut sheets, exhibits, and summary tables on 8 1/2” by 11” will not be accepted. The only exception is for project narratives, property owners’ association documents, SID documents, easements, agreements, maintenance plans, water rights information, payback district information, contracts, deeds, weed plans, and standalone technical reports such as traffic studies, wetland reports, sewer and water reports, environmental, etc. PARKLAND TRACKING REQUIREMENTS 1. Parkland tracking on plans is required in 38.27.020BMC. This only applies to projects with residential development or residential units. 2. Documentation of compliance with the parkland dedication requirements of Section 38.27.020, UDC must be provided with the final plat, preliminary plat layout (park site plan) or individual development site plan (if previously subdivided). A parkland dedication tracking table showing the parkland requirements for the overall subdivision and the method of meeting the parkland dedication shall be included on the site plan. The table shall explicitly state how much parkland acreage, cash-in-lieu, or value of improvements-in-lieu was approved and allocated, as well as what is being proposed, for each lot of the subdivision or site development. 3. If residential development, each phase, lot or individual site plan of the development must have a copy of the parkland dedication tracking table provided below included on the site plan. Contact the Parks Department if you have questions on how to fill out the table. 4. If improvements in lieu are proposed for an existing park within the subdivision, a detailed park improvement site plan, including layout and product manufacturer cut sheets with a cost estimate for all improvements must be provided for Parks Department review. The Parks Department will provide a comparison chart indicating the value of code-required basic improvements versus proposed improvements. 5. Unless previously provided, provide the appropriate waiver of protest for future park maintenance district statement on the plat or site plan. Contact the Parks Department if you are uncertain if a waiver has been granted. 6. The parkland dedication tracking table that must be included on plans is as follows. If you have questions on how to fill out this table contact the Parks Department. PUBLIC PARK LAND DEDICATION TRACKING TABLE CURRENT PREVIOUS PHASES SUBDIVISION NAME: _______________________ PROJECT NAME: ___________________________ TOTAL FOR SUBDIVISION THIS PROPOSAL PHASE / LOT ___________ PARK DED AC CIL &/OR IIL PHASE / LOT __________ PARK DED AC, CIL &/OR IIL PHASE/LOT* __________ PARK DED AC CIL &/OR IIL NUMBER OF RES. UNITS PER PHASE / LOT / SITE PLAN: ACREAGE PARK LAND AND / OR CIL REQUIRED: ** VALUE OF IMPROVEMENTS IN LIEU PROPOSED: $___________________ VS. VALUE OF CODE-REQD. BASIC PARK IMPROVEMENTS: $___________________ (ATTACH COMPARISON CHART SPREADSHEET) ACREAGE PARK LAND PREVIOUSLY DEEDED TO COB: 477 Plans and Specifications PLS Page 3 of 4 Revision Date 5-1-17 Required Forms: Applies to all applications Other Forms: None. COLOR AND MATERIAL PALETTE 1. Color and material palettes are required for all new buildings and structures. A color and material palette must include all the proposed exterior building materials for all structures and site details. 2. The exterior building materials must include all siding, trim, roofing, windows, stairways, doors, balconies, railings windows, storefront, glass/glazing, walls, mechanical screening, trash enclosures, accessory equipment enclosures (generator, etc.), awnings and other architectural elements. 3. For smaller less complex projects that are using readily known building materials, a color and material palette may be presented in color on an 11” x 17” sheet that includes a color picture of the material and the specification. Each material must be keyed to the building elevations. 4. For larger, more complex projects the palette must be presented on a physical board with samples of the proposed building materials in their proposed color. Each sample must have a specification and be keyed to the building elevations. 5. Color perspectives that depict the building accurately and with the proposed building materials are encouraged to be submitted with each application. The color perspective does not satisfy the color and materials palette requirement. APPLICATION SETS 1. Application sets are independent sets of information that include one copy of all information submitted with the application. 2. Application sets that include legal documents, letters, technical reports, narratives, studies and other documentation in addition to plan sheets must include a copy of each item in each application set. All documentation of this type must have a visible and clear date of preparation on the front sheet of the document or study. 3. Three total sets of all information are required with most applications. Two of the sets must include full size plans, one set may include 11” x 17” plans. Full size plan set sizes must not exceed 24” x 36.” 4. Application sets must be bound and two hole punched at the top of the page. Three ring binders with three hole punch are not accepted. 5. If 11” x 17” plans are included, do not trifold them. Fold them in half, then fold the right half back on itself at a 45 degree angle in order to accommodate a two hole punch at the top. Plans must be accessible to be unfolded when bound in a two hole file. 6. Application sets should be organized and collated in the following general order 1) cover sheet/routing sheet 2) applications and checklists; 3) narratives/responses/photographs; 4) legal docs: CC&R’s, easements, deeds, agreements, CIL water rights, etc.; 5) plans; 6) appendices: standalone technical reports 7. Project narratives and responses must not be overwritten or provided on the application checklists. If responding to a checklist item provide a response on a separate document. 8. Plans must be grouped by discipline: Civil, Architectural, Landscape and Electrical/Lighting. 9. All plans must be stapled together and folded to a final size of 8 ½” x 11” or 8 ½” x 14”.If the plan set is large the plans must be stapled into sets by discipline and folded independently. State law requires us to keep a full size paper copy of all plans in our files. The plan sets must be folded so that they can be filed in the project archives. ACREAGE PARK LAND YET TO BE CONVEYED: PARK MASTER PLAN APPROVAL DATE: ______________ * INDICATE ADDITIONAL PHASES AS APPLICABLE **SHOW ACTUAL CALCULATIONS 478 Plans and Specifications PLS Page 4 of 4 Revision Date 5-1-17 Required Forms: Applies to all applications Other Forms: None. DIGITAL COPIES AND NAMING PROTOCOL The city requires digital copies of all planning applications in order to produce cost savings, eliminate paper waste and enhance the flow of information between the city, external agencies, neighborhoods and the applicant. The digital copy must include a copy of all documents and plan sheets submitted as part of the application. The following requirements apply to digital copies. 1. Two digital copies are required with most applications. The copies may be on CD or on a USB drive. 2. The digital copies must be separated into three categories: Documents, Plans and Appendices. 3. Naming protocol. Each individual document or plan sheet must have a proper name and date. The name should be easily understandable. Groups of plan sheets or document sets with multiple types of documents will not be accepted. Plan sheets must include the sheet number. For example a document might be labeled “A1 Development Review application 05-01-2017” or “City Parkland Deed 05-01-17.” Plan sheets are required to be listed individually. For example a plan sheet might be labeled “A300 Floor Plan level 1 and 2 05-01-2017” or “PM Photometric Plan 05-01-17.” Do not include other tab, section or other references in the digital file names. 4. No individual files will be accepted that are larger than 5 mb. Files that are larger must be broken down into smaller files. 5. Label all CD’s with the project name and date. Attach a small tag to all USB drive with the project name and date. CONTACT US Alfred M. Stiff Professional Building 20 East Olive Street 59715 (FED EX and UPS Only) PO Box 1230 Bozeman, MT 59771 phone 406-582-2260 fax 406-582-2263 planning@bozeman.net www.bozeman.net 479 REVISIONFIGUREDESIGNED BY:QUALITY CHECK:JOB NO.FIELDBOOKDRAWN BY:DATE:B16-100 SD NARRATIVEREV DATE NOT FORCONSTRUCT ION NEW BOZEMAN HIGH SCHOOL BOZEMAN, MONTANA SCHEMATIC DESIGN CIVIL NARRATIVE SITE ACCESS AND CIRCULATION B16-1009.5.17.DWGSD06CJC406.586.0277 • tdhengineering.com Engineering 234 E. BABCOCK ST., SUITE 3 • BOZEMAN, MONTANA 59715 OAK STREET COTTONWOOD ROADFLANDERS MILL ROAD480 REVISIONFIGUREDESIGNED BY:QUALITY CHECK:JOB NO.FIELDBOOKDRAWN BY:DATE:B16-100 SD NARRATIVEREV DATE NOT FORCONSTRUCT ION NEW BOZEMAN HIGH SCHOOL BOZEMAN, MONTANA SCHEMATIC DESIGN CIVIL NARRATIVE UTILITY PLAN B16-1009.11.17.DWGSD05CJC406.586.0277 • tdhengineering.com Engineering 234 E. BABCOCK ST., SUITE 3 • BOZEMAN, MONTANA 59715 OAK STREET COTTONWOOD ROADFLANDERS MILL ROAD481 FLANDERS MILL ROADCOTTONWOOD ROADWEST OAK STREET NEW BOZEMAN HIGH SCHOOL MATCHLINE - SEE L101 MATCHLINE - SEE L102 TUNNEL CONNECTION ENTRY PLAZA ENTRY PLANTINGS ENTRY PLANTINGS SOCCER FIELD PARKING LOT (301 SPACES) STORMWATER POND STORMWATER POND SEEDED NATIVE GRASS, IRRIGATED, TYP. SEEDED NATIVE GRASS, IRRIGATED, TYP. SEEDED NATIVE GRASS, IRRIGATED, TYP. SEEDED NATIVE GRASS, IRRIGATED, TYP. SEEDED NATIVE GRASS, IRRIGATED, TYP. SEEDED BLUEGRASS, IRRIGATED, TYP. SEEDED BLUEGRASS, IRRIGATED, TYP. SODDED SERVICE YARD SERVICE DRIVE FIRE TRUCK TURNAROUND FIRE LANE EGRESS WALK/EMERGENCY PARKING AREA LANDSCAPE PER CITY REQUIREMENTS OUTDOOR SHOP AREA TRASH RECEPTACLES DELIVERY CTE ACCESS NORTH REF. DRAWN BY | REVISIONS ©| ALL RIGHTS RESERVED ® w w w . c t a g r o u p . c o m 8 0 0 . 7 5 7 . 9 5 2 2 CHECKED BY |NEW BOZEMAN HIGH SCHOOLBOZEMAN, MONTANASCHEMATIC DESIGN 09.13.2017 2017 1 L101 NORTHERN SITE PLAN 1"=50'-0" 06.29.17 11:09 PM | L:\BZNHS\BIMCAD\LandArch\BZHS SD.dwg L101 NORTHERN SITE PLAN DONOVAN - RUSH 100'50'25'0 SCALE: 1" = 50' 482 FLANDERS MILL ROAD COTTONWOOD ROAD COTTONWOOD ROAD NEW BOZEMANHIGH SCHOOLUPUPRESTROOMS &TICKETINGMATCHLINE - SEE L101MATCHLINE - SEE L102MATCHLINE - SEE L102MATCHLINE - SEE L103ENTRYPLAZAENTRYPLANTINGSENTRYPLANTINGS MULTI PURPOSEFIELDPRACTICEFIELDTENNISBERMS, TYPPARKING LOT(296 SPACES)STAFF ANDVISITORPARKING LOT(178 SPACES)FUTUREPARKINGLOT(58SPACES)FUTUREPARKINGLOT(63SPACES)TENNISSTORAGESHEDSTORMWATERMANAGEMENTSTORMWATER MANAGEMENTSEEDED NATIVE GRASS,IRRIGATED, TYP.SEEDED BLUEGRASS, IRRIGATED,TYP.SEEDED BLUEGRASS, IRRIGATED,TYP.BERMS TYP.BERMS TYP.BERMS TYP.BERMS TYP.BERMS TYP.BERMS TYP.BERMS TYP.BUS DROPOFFBU S D R O P O F F SECONDARYENTRYPARENT DROPPARENT DROPBUS DROPOF F PASSANGER D R O P O F F LEARNING STREET LEARNING STREET PUBLICTRANSITBUS STOPSEEDED BLUEGRASS, IRRIGATED,TYP.SEEDED BLUEGRASS, IRRIGATED,TYP.POTENTIAL PARKING LOT EXPANSIONPOTENTIAL PARKING LOT EXPANSIONPARKING AREA LANDSCAPEPER SCHOOL DISTRICTREQUIREMENTSPARKING AREA LANDSCAPE PERSCHOOL DISTRICTREQUIREMENTSNORTHREF.DRAWN BY |REVISIONS©| ALL RIGHTS RESERVED®w w w . c t a g r o u p . c o m8 0 0 . 7 5 7 . 9 5 2 2CHECKED BY |NEW BOZEMAN HIGH SCHOOL BOZEMAN, MONTANASCHEMATIC DESIGN09.13.201720171L102CENTRAL SITE PLAN 1"=50'-0"06.29.17 11:09 PM | L:\BZNHS\BIMCAD\LandArch\BZHS SD.dwgL102CENTRALSITE PLANDONOVAN-RUSH100'50'25'0SCALE: 1" = 50'483 FLANDERS MILL ROAD COTTONWOOD ROAD MATCHLINE - SEE L102MATCHLINE - SEE L103FOOTBALL PRACTICE FIELD,SEEDED BLUEGRASSFOOTBALL FIELD,SODDEDSOFTBALL FIELD,SEEDED BLUEGRASSCOMPETITIONSOFTBALL FIELD,SODDED BLUEGRASS8 LANE TRACK WITH FUTUREEXPANSION TO 10 LANESLONG JUMP AND TRIPLE JUMPLANES(1) DISCUS THROWING AREAHIGHJUMPPOLE VAULTSHOT PUT THROWING AREAJAVELINFUTUREBLEACHERSFUTUREFIELDTRACKANDFIELDSTORAGESHEDCOMFORTSTATIONFUTUREFIELDUNDEVELOPED FARMLAND4' CHAIN LINK FENCEFUTURE PARKING AS NEEDEDSEEDED BLUEGRASS, IRRIGATED,TYP.SEEDED BLUEGRASS, IRRIGATED,TYP.SEEDEDBLUEGRASS,IRRIGATED,TYP.SEEDEDBLUEGRASS,IRRIGATED,TYP.SEEDEDBLUEGRASS,IRRIGATED,TYP.SEEDED NATIVE GRASS,IRRIGATED, TYP.SEEDED NATIVE GRASS,IRRIGATED, TYP.SEEDED NATIVE GRASS,IRRIGATED, TYP.NORTHREF.DRAWN BY |REVISIONS©| ALL RIGHTS RESERVED®w w w . c t a g r o u p . c o m8 0 0 . 7 5 7 . 9 5 2 2CHECKED BY |NEW BOZEMAN HIGH SCHOOL BOZEMAN, MONTANASCHEMATIC DESIGN09.13.201720171L103SOUTHERN SITE PLAN 1"=50'-0"100'50'25'0SCALE: 1" = 50'06.29.17 11:09 PM | L:\BZNHS\BIMCAD\LandArch\BZHS SD.dwgL103SOUTHERNSITE PLANDONOVAN-RUSH484 DRC Memo New Bozeman High School Monday, October 30, 2017 404 West Main Street, Bozeman, Montana 59715 todd.swinehart@bsd7.org Bozeman Public Schools RE:New Bozeman High School Application No: 17459 Application Type:Informal Review Project Address: Unknown To Whom it May Concern,y, Thank you for your application to review the proposed Second Bozeman High School. We hope that these notes and suggestions assist you with a potential future project. Please note that comments are preliminary and based on information provided. If you have any more questions, or if the Community Development Department can be of further assistance, please do not hesitate to contact me at 406-582-2289 or cejohnson@bozeman.net. Respectfully, pj Courtney Johnson, Senior Planner CC: Bob Franzen, CTA Page 1 of 7485 DRC Memo New Bozeman High School Monday, October 30, 2017 MEMORANDUM FROM: DEVELOPMENT REVIEW COMMITTEE RE:New Bozeman High School Current Application No:17459 DATE: Project Summary: Full Site Address:Unknown North Campus: Tract 1A2 of COS No. 2554B located in the SW 1/4 of Sec. 3, T2S, R5E; South Campus Tract 2A of COS No. 2554A located in the SW 1/4 of Sec. 3, T2S, R5E Thursday, November 02, 2017 Legal Description: Recommendation: Staff has found that the project does NOT comply with the requirements of Chapter 38 of the Bozeman Municipal Code and is deeming the application inadequate for further review. SECTION 2 - RECOMMENDED CONDITIONS OF APPROVAL North Campus: Tract 1A2 of COS No. 2554B located in the SW 1/4 of Sec. 3, T2S, R5E; South Campus Tract 2A of COS No. 2554A located in the SW 1/4 of Sec. 3, T2S, R5E 1.0 2.0 Following approval of a final site plan, the approval of the final plan shall be effective for one year. Prior to the passage of one year, the applicant may seek an extension of not more than Please note that these conditions are in addition to any required code provisions identified in this report. These conditions are specific to the development. 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. 3.0 Planning Division Courtney Johnson cjohnson@bozeman n406-582-2289 Section 3 – REQUIRED CODE CORRECTIONS All references are to the Bozeman Municipal Code. ypgyppy one additional year. Extensions may be sought under the provisions of Section 38.19.120.D. The master site plan shall have an initial entitlement period of five years. Extensions may be sought under the provisions of Section 38.19.120.E. Planning Division Courtney Johnson cjohnson@bozeman.n406 582 2289 1.0 1.1 38.25.020.L Pedestrian facilities in parking lots. Concrete sidewalks a minimum of three feet in width shall be provided between any existing or proposed building and adjacent parking lot. Where sidewalk curbs serve as wheel stops, an additional two feet of sidewalk width is required. Parking ADA review suggested. Page 2 of 7486 DRC Memo New Bozeman High School Monday, October 30, 2017 2.0 38.25.020.M Snow removal storage areas. Snow removal storage areas shall be provided sufficient to store snow accumulation on site. Such areas shall not cause unsafe ingress/egress to the parking areas, shall not cause snow to be deposited on public rights-of-way, shall not include areas provided for required parking access and spaces, and shall not be placed in such a manner as to damage landscaping. All snow removal storage areas shall be located and designed such that the resultant stormwater runoff is directed into landscaped retention/detention and water quality improvement facilities as required by the engineering 3.0 retention/detention and water quality improvement facilities as required by the engineering department, or in compliance with the storm drainage provisions of chapter 40 article 4, and/or best practices manual. Applicant must note on plan snow storage areas. Section 38.26.010-100 Mandatory Landscaping. Applicant must submit landscape plans with details. Section 38.23.080 Grading and Drainage. Stormwater retention/detention facilities in landscaped areas shall be designed as landscape amenities. Applicant must show landscape design for all retention/detention ponds. 4.0 4.1 Sec. 38.26.010-100. - Landscape plan review. Please review all landscape provisions including: Yard landscaping, screening requirements (between property and residential), parking lot landscaping, screening of off-street loading spaces, street frontage requirements, allowable slope or grade, and performance standards. Sec. 38.19.100.A.4 - Relationship of plan elements to conditions both on and off the details. Screening of off-street loading spaces. All off-street loading spaces on a lot with residential adjacency must be screened from that residential adjacency. 5.0 pp property. This will be a prominent site with adjacencies to residential, and will be one of the busiest areas in Bozeman for pedestrians, bicyclists and motorists. Please review the compatibility, design arrangements, building orientation and location of all conditions to respond appropriately to the surrounding site context. Applicant must provide safe pedestrian pathways/connections to all frontages. Sec. 38.19.100.A.6 Pedestrian and Vehicular ingress, egress and circulation. Provide safe pedestrian and vehicular systems to assure patrons can safely move both within the site and 6.0 Table 38.25.040-3. Required Parking for Senior High Senior high 1.5 spaces for each classroom or lecture hall; plus 1 space per each 5 students; plus 1 space for each nonteaching employee; plus 1 space per each 3 fixed seats in the area of public assembly, or 1 space per 25 square feet of area available for public assembly if fixed seats are not provided Al h dd k l b d h B HhShl between properties. 7.0 Applicant has provided a parking analysis based upon the existing Bozeman High School creating an observed supply/demand ratio. Applicant must provide parking counts per Section 38.25.040. Please ensure required parking demand can be met on site. Sec. 38.25.050. - Joint use of parking facilities. Potential shared use parking is being determined with the Sports Park to the north of the site. City Staff will be working with the Bozeman School District to modify the current Sports Park Master Plan, and determine shared use agreements of parking for both sites. Limiting the overall surface parking for both sites and dti kd dA li t b d ld d ki l i taccommodating peak demand. Applicants observed supply demand parking analysis notes that peak demand related to "special events, related to athletic facilities, should be evaluated separately to ensure adequacy." Applicant should reevaluated peak demand to determine require parking during such "special events" and using the assumption that the High School is at full enrollment during such events. Page 3 of 7487 DRC Memo New Bozeman High School Monday, October 30, 2017 Advisory Comments: 1.0 2.0 Suggest project phasing to address Sports Park Master plan amendment and Sports Park Shared Use Agreement. Please review October 23rd, 2017 meeting minutes. Applicant must provide school student enrollment and staff totals to appropriately determine parking and building occupant loads. Please review ADA parking requirements. Sports Park Master Plan 1.0 2.0 3.0 Shared use path must follow Sports Park Master Plan. Applicant must follow design standards and have 10 foot wide path along all street frontage. Parking lot landscape and pedestrian pathways need to be coordinated. Sports Park Master Plan must be amended, Applicant Team will be responsible for redesign fee and will coordinate with Parks and Recreation Director. Engineering Division Shawn Kohtz, P.E.skohtz@bozeman.net 406-582-2288 1.0 2.0 Improvements to Cottonwood Road between Oak Street and Durston Road must be complete prior to issuance of an occupancy permit. Cottonwood Road must be complete to the full arterial street standard outlined in the City of Bozeman Transportation Master Plan. Improvements to Oak Street between Cottonwood Road and Flanders Mill Road must be complete prior to issuance of an occupancy permit. Oak Street must be complete to the full arterial street standard outlined in the City of Bozeman Transportation Master Plan. 3.0 4.0 The applicant must provide additional information regarding the timing of full enrollment at the school as well as the school service area. The applicant’s traffic impact study (TIS) indicates an assumption that Cottonwood Road is complete between Oak Street and Baxter Lane prior to reaching full enrollment of 1,500 students. Another assumption in the TIS is that the initial Improvements to the intersection of Oak Street and Cottonwood Road must be complete prior to issuance of an occupancy permit. The intersection must be complete to the configuration defined in the City of Bozeman Transportation Master Plan. 5.0 student enrollment is 650 students, and the TIS indicates this initial student population does not trigger the need for Cottonwood Road between Oak Street and Baxter Lane. The timing of that street improvement cannot be determined based on the data presented in the TIS. Cottonwood Road between Oak Street and Baxter Lane must be constructed to the full arterial street standard outlined in the City of Bozeman Transportation Master Plan prior to its need, which may be prior to an occupancy permit. The applicant must construct Annie Street from Flanders Mill Road to Cottonwood Road to the Cit ’ l l t t t d d 5.1 5.2 City Code requires continuation of streets for street connectivity, access, convenient movement of traffic, effective provision of emergency services, and efficient provision of utilities. The intersection of Flanders Mill Road and Durston Road currently operates at a level-of- service of “D” per the City’s Transportation Master Plan. Without the Annie Street Connection through the school site, and with the proposed configuration of student parking loaded from Flanders Mill Road driver behavior will be aggressive at the intersection of City’s local street standard. loaded from Flanders Mill Road, driver behavior will be aggressive at the intersection of Flanders Mill Road and Durston Road due to long delays at this intersection. Drivers will attempt to “shoot gaps” due to high delays and reduce safety at the intersection. Similar characteristics will likely occur at the intersection of Flanders Mill Road and Oak Street. Page 4 of 7488 DRC Memo New Bozeman High School Monday, October 30, 2017 5.3 5.4 Flanders Mill Road is a local street, and the student population would be forced to use Flanders Mill Road to access the student parking area placing substantial traffic on a local street that is not designed for the traffic load. Significant pedestrian traffic already exists at the intersection of Flanders Mill Road and Durston Road due to students crossing the intersection going to the Meadowlark Elementary School compounding the delay issue at the intersection. Additionally, pedestrian traffic at this intersection ill occ r at the same time as the peak ho r ehic lar 6.0 7.0 8.0 The applicant must construct a shared use path along Cottonwood Road between Oak Street and Durston Road per the City’s Transportation Master Plan. pedestrian traffic at this intersection will occur at the same time as the peak-hour vehicular traffic from the High School. The applicant must construct a shared use path along Oak Street between Cottonwood Road and Flanders Mill Road per the City’s Transportation Master Plan. The applicant must construct street lighting adjacent to all street improvements for the project per the City’s Design Standards and Specifications Policy 9.0 10.0 The existing downstream sanitary sewer lift station, Baxter Meadows Lift Station, does not have capacity to serve the proposed project. The City’s Wastewater Collection Facilities Plan calls for construction of the Davis Lane Lift Station and Norton East Ranch Diversion sewer to serve demands from this area. Either the Davis Lane Lift Station and Norton East Ranch Diversion must be constructed or the Baxter Meadows Lift Station must be upgraded to accommodate per the City s Design Standards and Specifications Policy. The Applicant must contact Montana Department of Transportation (MDT) to review any MDT requirements associated with this project. must be constructed or the Baxter Meadows Lift Station must be upgraded to accommodate flows from the proposed project. The City Engineering Division is working with the applicant's engineer on a potential third alternative consisting of a temporary sewer lift station that discharges to the Annie Street sanitary sewer. Upgrades to the Baxter Meadows Lift Station or a temporary lift station that discharges to the Annie Street sanitary sewer are considered interim solutions only to accommodate the project. The City will not participate in the cost of interim solutions. Any interim solutions must be constructed to accommodate sewer discharge to the long-term solution defined in the City's sanitary sewer master plan. 11.0 12.0 gyyp Related to the Norton East Ranch Diversion Sewer defined in the City’s Wastewater Collection Facilities Plan Update, the applicant must provide an easement for that offsite improvement where located on the applicant’s property at the Chief Joseph Elementary School for sewer that will be constructed to serve the new High School. The proposed sanitary sewer services are shown connected to a manhole, which is not allowed. The sanitary sewer services must enter the sewer main at right angles to the main. The applicant must reconfigure the main and services to meet the requirements outlined in the 13.0 14.0 15.0 Water mains must be fully looped to provide redundancy, water distribution strength for fire applicant must reconfigure the main and services to meet the requirements outlined in the City’s Design Standards and Specifications Policy. The applicant must provide and maintain a minimum 12-foot wide all-weather surface for maintenance access to the proposed sanitary sewer manhole on the site. The applicant is advised that a grease interceptor, conforming to the latest adopted edition of the Uniform Plumbing Code must be installed for all areas from the building with food preparation. 15.0 16.0 Water mains must be fully looped to provide redundancy, water distribution strength for fire flows, and to avoid dead-end lines that cause water quality issues. The applicant is advised to contact the City Engineering Department to review requirements for water main looping. The applicant must construct a water main loop in Annie Street connecting the existing water mains on both sides of the property. Page 5 of 7489 DRC Memo New Bozeman High School Monday, October 30, 2017 17.0 The City has been informed by the Montana Department of Natural Resources and Conservation (DNRC) that the annual irrigation water requirement for the high school site is 142 acre-feet. Exempt wells cannot meet this demand. The applicant does not have water rights associated with this property. The applicant must either obtain a water right for irrigation water from the DNRC and develop the irrigation system using that water right or pay cash-in-lieu (CIL) of water rights to the City for irrigation water supply from the City’s system. 18.0 19.0 The applicant must contact the City Engineering Department (Brian Heaston) for an analysis of CIL of water rights and pay any CIL of water rights due prior to site plan approval. If necessary, the applicant must pay CIL of water rights for irrigation water supplied by the City, and the City will reimburse the applicant if the applicant obtains and develops a water right for irrigation; alternatively, the applicant must demonstrate the water right prior to site plan approval. The proposed stormwater outlet pipe to the Baxter Creek Tributary will be constructed on and 20.0 The applicant’s geotechnical report indicates shallow groundwater. The proposed stormwater detention ponds must be located above the seasonal high groundwater level, which the geotechnical report specifically calls out has not been identified. The applicant must reasonably identify the seasonal high groundwater elevations on the site and locate the ddbhl discharge to property not owned by the applicant and apparently outside the right-of-way for the intersection of Cottonwood Road and Oak Street. The applicant must obtain an easement for the proposed discharge pipe prior to site plan approval. 21.0 22.0 23 0 The applicant must provide a 20 foot easement centered over the existing irrigation water The proposed project falls within two payback districts including the Valley West Water and Sewer paybacks. The City Engineering department will analyze the assessment cost. Applicant must pay the assessments prior to site plan approval. The applicant must contact the City Water and Sewer Division (Erin Shane) and request hydrant flow tests in the vicinity of the proposed project to obtain available water distribution system fire flow capacity in the area. detention ponds above those elevations. 23.0 24.0 Building Division Bob Risk brisk@bozeman.net 406-582-2377 The applicant must provide a 20-foot easement centered over the existing irrigation water facility on the site to allow maintenance and operation of the facility. If the facility is relocated, the applicant must provide a 20-foot easement over the relocated facility prior to site plan approval. The applicant must obtain permission from the downstream irrigation water users for any alterations to the existing irrigation facilities prior to site plan approval. The applicant is advised to contact Northwestern Energy to review utility requirements. Parks and Recreation Mitchell Overton MOverton@bozeman 406-582-2908 Sustainability Division Natalie Meyer nmeyer@bozeman.ne406-582-2317 Solid Waste Division Kevin Handelin khandelin@bozeman.406-582-3238 Water Conservation Jessica Ahlstrom jahlstrom@bozeman.n406-582-2265 Stormwater Division Kyle Mehrens jkmehrens@bozeman 406-582-2270 Fire Department Trisha Wolford twolford@bozeman.n 406-582-2353 1.0 2.0 Northwestern Energy: 1.0 Additional Fire Hydrant needed along north west access drive Duel Fuel requirement waiver request denied. Three (3) transmission line and (3) poles will need to be relocated along Oak Street to accommodate the proposed tunnel and roundabout at the Oak/Cottonwood intersection. Page 6 of 7490 DRC Memo New Bozeman High School Monday, October 30, 2017 2.0 General Comments: Future Impact Fees - Please note that future building permit applications will require payment of the required transportation, water, sewer and fire impact fees according to the City of Bozeman adopted impact fee schedule in place at the time of building permit issuance. If you desire an estimate of the required impact fees according All frontage must have a 10 foot utility easement. EXCEPT for the portion along Oak street, utility easement to extend to the back side of curved pedestrian pathway. pgpy qpg to current rates please contact the Department of Community Development and/or visit www.bozeman.net Note: During preparation of the staff report for future applications, additional conditions of approval may be recommended based on comments and recommendations provided by other applicable review agencies involved with the review of the project. Page 7 of 7491 Meeting Minutes New Bozeman High School October 23, 2017 Page 1 of 4 Design Team and City of Bozeman – Meeting 1 Stiff Professional Building 20 East Olive, Bozeman, MT 59715 11:00-12:00pm Attendees: City of Bozeman Staff: Chuck Winn (Asst. City Manager), Greg Sullivan (City Attorney), Shawn Kohtz (Engineer), Richard Hixson (City Engineer), Mitch Overton (Parks & Recreation Director), Brian Heaston (Engineer), Trisha Wolford (Deputy Chief/Fire Marshall), Chris Saunders (Policy and Planning Manager), Kristin Donald (Finance Director), Courtney Johnson (Senior Planner) Design Team: Bob Franzen (CTA Project Architect), Todd Swinehart (BSD Facilities Director), Kyle Scarr (TDH Engineer), Rodger Davis (Langlass), Bill (Langlass), and Cody Croskey (TDH Engineer) 1. Annexation Agreement 1.2. Currently scheduled before Commission on November 13, 2017 1.3. In Addition to general terms, the agreement will include the following: 1.3.a. Offsite Improvements, Right-of-Way, Waivers of Right to Protest, SID, Payback Districts, etc. 2. Street Improvements 2.2. Action Item (TDH): Traffic Impact study assumptions must be corrected and resubmitted to not include full build of Cottonwood between Oak and Baxter. 2.3. Construction of Oak street consisting of the southern two lanes, curb-and-gutter, and shared use path between Cottonwood and Flanders Mill and completion of Cottonwood Road between Durston and Oak with related improvements to be completed by School District with the understanding that the City will complete the remainder of Oak Street; however, the entire Oak Street improvement must be constructed as one project and be complete prior to occupancy of the school. School District will manage the entire road construction project including the Cottonwood/Oak roundabout, Oak Street, and Cottonwood Road upgrades in accordance with the infrastructure agreement(s) 2.4. Right-of-Way needed for both the Northwest and Southwest corners of the Oak/Cottonwood intersection for the construction of the proposed round-about. 2.5. Action Item (BSD): School District will contact land owner for the ROW needed for the Northwest corner of the Oak/Cottonwood intersection. 3. Sewer Improvements 3.2. Sewer Capacity not met with current city infrastructure. Bottleneck is the Baxter Meadows Lift Station: capacity of this lift station is fully obligated 3.3. Action Item (TDH/City Engineering Meeting): Sewer Capacity Solutions. One of these solutions must be complete prior to occupancy. 492 Meeting Minutes New Bozeman High School October 23, 2017 Page 2 of 4 3.3.a. Davis Lane Lift Station and Norton East Ranch Interceptor outlined in the City’s Wastewater Collection Facilities Plan. This is a $9.3M project. The City is looking at the possibility of adding this into our CIP. 3.3.b. Intermediary Solution – Paid by Bozeman School District 3.3.b.i. Upgrade Baxter Meadows Lift Station 3.3.b.ii. Short-term lift station and connection to the Annie Street Sewer east of the project, which would require a temporary lift station. Long term solution would be gravity sewer connection to the main in Cottonwood as proposed in the School District informal application. City and TD&H to verify if interim capacity exists in the downstream sewer system in Annie Street to accommodate the proposed project until the long-term solution can be constructed. 3.3.c. Valley West Sewer Payback District 4. Sports Park Master Plan Amendment 4.2. Bozeman School District proposed changes to the Sports Park Master Plan requires an amendment to the existing Sports Park (SP) Master Plan. 4.2.a. Action Item (School District): Bozeman School District (BSD) to formalize letter of intent to enter into a shared use agreement for sports field and parking use. Sent to the City of Bozeman (COB) Community Development Director and Parks and Recreation Director. 4.2.b. Action Item: (TDH/COB/DOWL Meeting): Submit concept site plan amendment to initiate Commission Review. TDH will work with City’s rep (DOWL) and the Park and Recreation Director to ensure the amendments meet the SP master plan requirements. 4.2.c. Action Item: (TDH/DOWL): Complete design engineering work for the final Sports Park (SP) Master Plan amendment. Concurrent review with Bozeman High School Site Plan review, but must be completed prior to final site plan approval. 5. Water Rights 5.2. Irrigation – BSD desires to secure a DNRC water right permit for an irrigation well to provide a legal and physical water supply for the project’s anticipated irrigation water requirement of 142 AF/yr. In the event a water right permit cannot be obtained prior to the time BSD is required to have a operable irrigation system, or alternatively other water rights cannot be secured that are determined to have sufficient physical and legal availability to fully satisfy the project’s irrigation water requirement, then the irrigation system must connect to and be supplied from the City’s municipal water system. BSD is advised that the water right permit process is complex and protracted with no guarantee of a successful outcome. It is a foregone conclusion that the DNRC decision to grant or deny the water right permit will extend far beyond the project’s targeted site 493 Meeting Minutes New Bozeman High School October 23, 2017 Page 3 of 4 plan approval date and highly likely that a decision on the water right permit will occur after the school is occupied. BSD is notified that provision of water rights or cash-in-lieu thereof is a requirement of site plan approval pursuant to Sec. 38.23.180 BMC. In the event sufficient irrigation water rights have not been secured at the time site plan approval is desired, BSD must fulfill the 38.23.180 BMC requirement by providing cash-in-lieu of water rights at an amount determined by multiplying the anticipated annual irrigation water requirement in acre-feet by $6,000/AF to allow for a connection to the City’s municipal water system to occur. BSD is advised that the CILWR provided for irrigation water is separate and distinct from other CILWR provided for other water uses supplied by the City’s municipal water system (e.g. CILWR for indoor domestic use) The City will refund BSD’s CILWR payment attributable to the irrigation supply if an irrigation water right permit sufficient to meet the project’s irrigation water requirement is approved by DNRC, or alternatively other water rights determined to have sufficient physical and legal availability are secured. A separate agreement pertaining to CILWR refund is prudent considering the dollar amounts involved. 5.3. Geothermal – BSD desires to construct a geothermal heating/cooling system for the new high school building. BSD is notified that non-consumptive geothermal wells pumping in excess of 350 gpm are required to obtain a water right permit from DNRC. It is highly likely that the geothermal pumping rates will exceed 350 gpm to meet the heating/cooling system demands. The water right permitting process for non-consumptive uses of water does not contain all of the complexities of water right permitting for consumptive uses. That said, however, and as with any new water right permit, there is no guarantee of a successful outcome. BSD is notified that the City cannot approve a building permit for a heating/cooling system that is dependent upon a prospective water supply source. As such, an approved geothermal water right sufficient to meet the needs of the geothermal heating/cooling system must be secured by BSD and evidenced to the City prior to City approval of a building permit for the geothermal heating system. The City advises BSD to prepare a contingency plan for the heating/cooling system in the event a sufficient geothermal water right cannot be obtained at all or within the timelines desired. 5.4. DNRC review separate from City of Bozeman – BSD is notified that DNRC review processes and timelines are standalone from City review timelines. BSD is advised that water right permitting in a closed basin is a specialized field; that there is no guaranteed outcome; and that review timelines are variable. 5.5. Maynard Boarder Pipeline 494 Meeting Minutes New Bozeman High School October 23, 2017 Page 4 of 4 5.5.a. Action Item (COB): COB will need a Construction Easement to realign irrigation pipeline on southwest corner of Oak and Flanders. Anticipated construction to happen spring 2018 6. City of Bozeman Reviews 6.2. Informal Review (Completed, DRC comments sent October 26, 2017) 6.3. Site Plan Review 6.3.a. Bozeman High School Site Plan application to show two parking requirements alternates: 6.3.a.i. Fully occupied school with all parking shown on site 6.3.a.ii. AND shared use parking at Sports Park Sports Park 6.3.b. Modification to remove additional onsite parking to High School site plan once Sports Park amendment and shared use agreement are completed. 6.4. Concurrent Reviews 6.4.a. Site Plan Review 6.4.b. Sports Park Master Plan Amendment (and Shared Use Agreement) 6.4.c. Infrastructure Review 7. Agreements 7.2. Annexation 7.3. Sports Park Shared Use 7.4. Offsite Infrastructure Financing 8. Project Meetings/Schedule (Subject to Change) 8.1 August 23, 2017 Parking Review Meeting 8.2 September 12, 2017 Project Kickoff Meeting 8.3 September 18, 2017 Project Timeline Review 8.4 September 20, 2017 Informal Development Review Application Received 8.5 October 11, 2017 Development Review Committee 8.6 October 17, 2017 Zoning Commission - Zone Map Application 8.2. October 23, 2017 Design Team / City of Bozeman Meeting 1 11:00-1:00 8.3. November 6, 2017 Design Team / City of Bozeman Meeting 2 11:00-1:00 8.4. November 13, 2017 City Commission – Annexation Application 6:00 8.5. November 13, 2017 City Commission – Informal Review Comments 6:00 8.6. November 20, 2017 Design Team / City of Bozeman Meeting 3 11:00-1:00 495 496 497 498 499 INFORMAL REVIEW – CIVIL CONCEPT NARRATIVE Introduction The proposed second Bozeman High School campus is to be located within TRACT 1A2 of COS No. 2554B and TRACT 2A of COS 2554A located in the SW1/4 of Section 3, T2S, R5E, Gallatin County, Montana. The southern Tract will be shared with Meadowlark Elementary School. The high school campus is bordered on three sides by arterial streets (Oak Street, Durston Road, and Cottonwood Road). The new high school building will be located adjacent to Oak Street on the north end of the campus. Annexation of TRACT 1A2 of COS No. 2554B is proposed with this project. A PLI zoning will be requested and is appropriate for a new high school consistent with the adjacent Meadowlark Elementary School and City Sports Park properties (see attached Vicinity Map with area zoning designations). Transportation and Parking A traffic study has been prepared for the project to inform decisions about on-site access/circulation, and offsite infrastructure capacity. The traffic study is provided herein and provides analysis of anticipated street impacts and recommendations for transportation facilities in and around the new high school site. Proposed offsite improvements adjacent to the new high school include construction of Cottonwood Road and Oak Street along with a roundabout at their intersection as shown in the 2017 TMP. A public bus stop near the northwest corner of the high school campus is proposed on Cottonwood Road and is being coordinated with Streamline. Flanders Mill Road is currently being reconstructed to the local street standard as part of the neighboring development to the east. With development of Flanders Mill Road, the adjacent Maynard Border Ditch overflow is being relocated. All off-site improvements that are part of this project will be designed and constructed in accordance with applicable City of Bozeman Design Standards and Montana Public Works Standard Specifications. Onsite transportation improvements are proposed to facilitate site access, circulation, and parking and includes access drives, circulating lanes with pick-up/drop-off aisles, parking lots, and service area/fire access routes. Accessible pedestrian routes will also be provided between all major site features, public sidewalks, and the main school building. The parking lots and access ways on school property will be designed to accommodate access by City of Bozeman fire trucks (ladder truck). Curb, gutter, and asphalt will be used to construct the parking lots and access ways. Landscaped median islands constructed of curb and gutter are not proposed within parking lots on school property which is a departure from Zoning Ordinance but is allowed by the local inter- governmental agreement. Proposed terminal islands will instead be delineated by paint. This is typical of school construction in the area and discussions with local law enforcement indicated increased visibility resulting in less landscaped islands is a benefit for this type of use. This is also noted in the Crime Prevention Through Environmental Design (CPTED) Guidebook which promotes designing parking lots with sites lines allowing for natural surveillance from the occupants of the building or surrounding areas. 500 A total of 775 parking stalls are proposed for the new high school to accommodate student, staff, and visitor parking at full anticipated build-out (see attached parking calculation memo). Parking at the new high school campus will include approximately 300 student parking spaces accessing Flanders Mill Road and 175 staff/visitor parking spaces accessing Cottonwood Road. The remaining approximately 300 stalls are proposed to be provided offsite as a shared parking opportunity with the City of Bozeman. The shared 300-stall parking lot is proposed on the north side of Oak Street in the City’s Sports Park property. The shared parking lot constructed on City of Bozeman property would follow City of Bozeman development standards and include landscaped inlands and medians constructed of curb and gutter. A pedestrian tunnel is proposed under Oak Street to accommodate pedestrian traffic between the high school campus and shared parking lot/sports park amenities. The pedestrian tunnel will also be connected to the public sidewalks as a safer means of crossing Oak Street for use by the general public. A schematic design phase site plan has been provided showing proposed transportation system improvements, parking areas, site circulation, and primary pedestrian access routes (see Figure SD 06). Utilities City owned utilities are available in the area. The school proposes to construct a 12-inch water main between Cottonwood Road and Flanders Mill Road in the Oak Street right-of-way as shown on the City of Bozeman Water Master Plan. A secondary water main spanning between Cottonwood Road and Flanders Mill Road is proposed to provide fire hydrants in the vicinity of the new school and provide a secondary water main loop south of Oak Street. All water main and fire hydrants will be located in public easements or right-of-way. The school proposes to connect its main building sewer service to the existing 21-inch outfall sewer located in Cottonwood Road where an existing 8-inch sewer stub has been extended to the property near the Oak and Cottonwood intersection. Multiple 4 to 6-inch sewer discharge points are anticipated from various sections of the school building that would tie into an onsite manhole and extend to the existing sewer stub with 8-inch sewer service piping. Additional sewer services may be required for sports field utilities at the south end of campus that may connect into the Cottonwood Road or Flanders Mill sewer mains. Storm drainage infrastructure is proposed to mitigate post development runoff conditions in accordance with City of Bozeman design standards. Storm drainage systems will consist of inlets and piping along constructed roadways, overflows, inlets, and integrated retention areas for onsite parking lots, roof drains, conveyance trunk-lines, and regional detention ponds. Underdrains are currently proposed for some of the major sports fields which will also be tied into site’s storm drainage system. Underdrains will be designed to accommodate infiltration and will not discharge groundwater from below the fields. Outfalls are proposed in the roadside ditch that runs adjacent to Flanders Mill Road and in a tributary to Baxter Creek located approximately ¼ mile west of the site. 501 A schematic design phase site plan has been provided showing proposed water, sewer, and storm drainage improvements for the project (see Figure SD-05). Plan Review and Permitting Site plan and engineering review will be completed as outlined in the “Interlocal Agreement School District 7 – City of Bozeman, dated November 12, 2012.” Authorization to connect to City infrastructure is anticipated through a pending annexation agreement between the City and the School District for the north school parcel. State DEQ approval for water main extension is anticipated to be obtained through certified checklist procedure concurrent with City approval. The project will follow the Wetland Review process in accordance with City of Bozeman requirements. The project will also comply with City of Bozeman and DEQ construction stormwater and dewatering programs during construction activities. 502 PREPARED BY: SHEET INDEX GREAT FALLS BILLINGS HARDIN SIDNEY GLENDIVE LEWISTOWN BOZEMAN DILLON BUTTE HELENA MISSOULA KALISPELL SHELBY GLASGOW MILES CITY HAVRE ANACONDA BOZEMAN SPORTS PARK GREAT FALLS BILLINGS HARDIN SIDNEY GLENDIVE LEWISTOWN BOZEMAN DILLON BUTTE HELENA MISSOULA KALISPELL SHELBY GLASGOW MILES CITY HAVRE ANACONDA BOZEMAN SPORTS PARK MASTER PLAN BOZEMAN, MONTANA www.dowlhkm.com406-586-8834 PREPARED FOR: CITY OF BOZEMAN DEPT. OF PARKS & RECREATION PO BOX 1230 BOZEMAN, MT 59771 PREPARED BY: G01 Zachary Lowe, PE 2090 Stadium Drive BOZEMAN, MT 59771 Chris Chisam 109 Scripps Drive SACRAMENTO, CA 95825 Nathan Steiner, ASCA PO Box 22943 BILLINGS, MT 59104 Bayliss Ward, NCARB, AIA PO Box 1134 BOZEMAN, MT 59771 503 MASTER SITE PLAN NOTES COMMON ABBREVIATIONS SURVEY CONTROL G02 EXISTING ITEMS NEW ITEMS GENERAL PROJECT LEGEND 21BOZEMANSPORTSPARKMASTERSITEPLANBOZEMAN,MONTANA&ABBREVIATIONSGENERALNOTES,LEGEND504 21BOZEMAN SPORTS PARK MASTER SITE PLAN BOZEMAN, MONTANA CURRENT SURVEYG03505 21BOZEMANSPORTSPARKMASTERSITEPLANBOZEMAN,MONTANAMASTERPLANRENDERINGG04 506 21BOZEMANSPORTSPARKMASTERSITEPLANBOZEMAN,MONTANAPHASINGDIAGRAMG05 507 21BOZEMANSPORTSPARKMASTERSITEPLANBOZEMAN,MONTANAOVERALLPLANC01 508 21BOZEMANSPORTSPARKMASTERSITEPLANBOZEMAN,MONTANA30SCALEDRAWINGSHEET1C02 KEY MAP C02 NTS 509 21BOZEMANSPORTSPARKMASTERSITEPLANBOZEMAN,MONTANA30SCALEDRAWINGSHEET2C03 KEY MAP C03 NTS 510 21BOZEMANSPORTSPARKMASTERSITEPLANBOZEMAN,MONTANA30SCALEDRAWINGSHEET3C04 KEY MAP C04 NTS 511 21BOZEMANSPORTSPARKMASTERSITEPLANBOZEMAN,MONTANA30SCALEDRAWINGSHEET4C05 KEY MAP C05 NTS 512 21BOZEMANSPORTSPARKMASTERSITEPLANBOZEMAN,MONTANA30SCALEDRAWINGSHEET5C06 KEY MAP C06 NTS 513 21BOZEMANSPORTSPARKMASTERSITEPLANBOZEMAN,MONTANA30SCALEDRAWINGSHEET6C07 KEY MAP C07 NTS 514 21BOZEMANSPORTSPARKMASTERSITEPLANBOZEMAN,MONTANA30SCALEDRAWINGSHEET7C08 KEY MAP C08 NTS 515 21BOZEMANSPORTSPARKMASTERSITEPLANBOZEMAN,MONTANA30SCALEDRAWINGSHEET8C09 KEY MAP C09 NTS 516 21BOZEMANSPORTSPARKMASTERSITEPLANBOZEMAN,MONTANA30SCALEDRAWINGSHEET9C10 KEY MAP C10 NTS 517 21BOZEMANSPORTSPARKMASTERSITEPLANBOZEMAN,MONTANA30SCALEDRAWINGSHEET10C11 KEY MAP C11 NTS 518 21BOZEMANSPORTSPARKMASTERSITEPLANBOZEMAN,MONTANAC012 DETAILS519 21BOZEMANSPORTSPARKMASTERSITEPLANBOZEMAN,MONTANAC013 DETAILS520 521 FLANDERS MILL ROAD COTTONWOOD ROADBAXTER LANEOAK STREETBOZEMAN, MONTANANORTH050'100'200'406-586-88342090 Stadium DriveBozeman, Montana 59715WWW.DOWL.COM3BOZEMAN SPORTS PARKMASTER PLANSHEET OF PROJECT DATE 4522.11536.01 03/16/2016REVDATEDESCRIPTIONREVISIONSBYP L L C THUESEN STEINER GOLF COURSE ARCHITECTURE IRRIGATION DESIGN LANDSCAPE ARCHITECTURE 1925 GRAND AVE. SUITE 105 P.O. BOX 22943 BILLINGS, MT 59104 406/252-5545 FAX 245-9855 c DOWL 2016 PLANTER AREA - IRRIGATED TURF - IRRIGATED NATIVE GRASS - SUPPLEMENTAL IRRIGATION LEGEND L02 WATER - IRRIGATION RESERVOIR OR STORMWATER IRRIGATED AREAS PLAN522 523 New Bozeman High SchoolNew Bozeman High School Schematic Design Report September 7, 2017 DRAFT 524 Introduction ..............................................................................1 Architectural Design ..........................................................2 Design Concept ...........................................................................................2 The Facility ...................................................................................................15 Exterior Materials .....................................................................................16 Interior Finishes .........................................................................................17 Architectural Code ..................................................................................21 Sustainable Design .................................................................................25 Food Service ...............................................................................................26 Security ..........................................................................................................28 Civil / Site Design ...............................................................30 Landscape / Site Design ...............................................44 Structural Design ...............................................................53 Mechanical Design ...........................................................56 Plumbing Design ................................................................62 Fire Protection Design ...................................................66 Electrical Design .................................................................68 Appendix...................................................................................73 Meeting Minutes......................................................................................74 Schedule ....................................................................................................116 CHPS Scorecard .....................................................................................118 Area Tabulation ......................................................................................119 Drawings ....................................................................................................125 Table of Contents 525 New Bozeman High School | Schematic Design 1 Introduction The Bozeman Public Schools projected the need for a second high school more than 10 years ago. With the Bozeman High School now accommodating 2,200 students and growing at a rate of more than 100 students per year the School Board asked the public to approve a bond for $125M to construct a new high school and modify the existing high school. The bond passed with two-thirds of the voters approving the request. The new 300,000 square foot high school will accommodate 1,500 students and have the ability to expand to 1,800 students in the future. The site for the new high school is bound by Oak Street, Flanders Mill Road, Durston Road, and Cottonwood Road. The 57-acre site will contain the new high school, faculty, staff, visitor and student parking, and athletic fields. The site will be connected to the City of Bozeman Sports Complex to the north via a pedestrian tunnel below Oak Street. The Bozeman Public Schools has assembled a Building Committee to aid the design team and oversee the development of the new high school project. The committee consists of representatives from the School Board, administration, community, and the City of Bozeman. To date, the Building Committee has met five times to review the progress of the design and inform the design team. The results of these efforts are reflected in the following pages. Core Purpose of the Bozeman School District “Bozeman Public Schools exist to provide an outstanding education that inspires and ensures high achievement so every student can succeed and make a difference in a rapidly changing world community.” 526 New Bozeman High School | Schematic Design 2 The Vision The schematic design process is an iterative cycle between ongoing research, the exploration of ideas, and the act of discovering design solutions never imagined. Initial research leads to exploration; however, further exploration can expose the necessity to return back to research. Discovery of the best solution, or the “a-ha” moment, can happen at any time but is the product of rigor that correctly balances all of the following critical factors for success: 1. The Vision of Bozeman Public Schools 2. The priorities of the Community 3. The physical Needs for the New High School 4. The Budget and Schedule for construction 5. Standards for Safety and Performance in school environments Guiding principles, or “vision goals,” were established to guide the design team’s decisions, ideas, and concept development. The primary vision goals were identified as follows in no priority order: Heritage Bozeman enjoys a distinct heritage and cultural vibrancy. The legacy of the Gallatin Valley extends to the traditions of Native American culture, includes the Lewis and Clark Expedition, and the settlement of the West via the Bozeman Trail. Bozeman also has maintained a constant tradition in academic pursuits with the establishment of Montana State University (MSU) in 1889. The natural environment surrounding the community continues to be Bozeman’s most valuable resource. Surrounded by the Bridger, Spanish Peaks, and Tobacco Root mountains, the Gallatin Valley is also home to the three rivers that make up the Missouri River headwaters, and is within reach of Yellowstone National Park. Outdoor recreation opportunities during all seasons and the beauty of the place remain defining characteristics that influence the cultural vibrancy. The New High School will acknowledge Bozeman’s heritage by being respectful of the traditions of the past, purposefully connecting to the natural environment, but most importantly playing a role in carrying the culture forward into the future. Architectural Design Design Concept 527 New Bozeman High School | Schematic Design 3 Community The New High School will promote engagement with the broader community, neighborhood, and student community on multiple levels. This engagement begins with inviting, comfortable outdoor spaces that issue a welcome invitation to the neighborhood to participate in the learning environment. Spaces that invite shared uses foster collaboration with local businesses through multi-purpose rooms, with the art community through display and performance venues, and with Gallatin College & MSU through technology and curriculum. Internally, the learning environment will foster a sense of community within the student body across age groups, academic pursuits, and diverse activities. Diversity The New High School will allow students to be exposed to diverse areas of study through a variety of spaces that accommodate different learning styles for individual focus, project based, small group, and large group learning. No two students are the same, so the environment must meet each individual scholar at their need, both introvert and extrovert, and provide a comfortable, safe environment to excel. Adaptability Teaching pedagogies and educational priorities evolve with the world around us. The New High School will be adaptable and flexible to support evolving programs for the next 50 – 100 years. Operable walls, movable furniture, passageways that are large enough to double as programmable space, and thoughtful acoustics allow spaces to be manipulated for multiple uses. Modular planning, construction techniques, and careful building system design provide the opportunity to repurpose space as changes in time dictates and for growth and expansion. Architectural Design Design Concept 528 New Bozeman High School | Schematic Design 4 Discovery Exploration beyond Montana, outward into the community, and inward into the academic pursuits of the school will lead to a greater discovery of the world in which students live. The New High School will facilitate this exploration through awareness of local influences like industry, agriculture, technology, the City, MSU, and Gallatin College. Looking inward, the environment will expose all students to all varieties of academic disciplines, activities, and possibilities that exist within the school. Cross Pollination Collaboration leads to innovation because ideas multiply when we learn from each other. The New High School will be a collaborative learning environment that promotes the exchange of ideas through both planned and chance encounters. Subsequent encounters then spawn new ideas and perspectives. Design Exploration The design team tested multiple concepts. Working under the premise of equipping all students with the best learning opportunities and chances for success, the design team looked for overlapping repetitive spaces, shared collaborative opportunities with better space utilization, and ways to turn non-assignable circulation and corridor space into places of social connections and informal learning. This exploration led to efficiencies in use of space to optimize the learning environment and position the project to stay within budget. The studies included explorations in a variety of organizations including two-and three-story options for schools organized around a central core, in an array, and a radial arrangement. Architectural Design Design Concept 529 New Bozeman High School | Schematic Design 5 Design Discovery The Building Committee determined that an organization around a central, common space, or “Town Center,” provided the best opportunities for balance between the critical factors for success. “Learning Streets” radiate from the Town Center and connect to “Small Learning Communities”. Rather than spreading the school across two levels, a more compact three-story solution offers some advantages. These advantages include shorter travel distances from one side of the school to the other, greater opportunities for key spaces to make physical and visual connections to the Town Center, and increased efficiency in the building’s systems and energy use. The collection of forms inherent with the radial organization create more opportunities for architectural interest and more comfortably integrate with the preferred organic approach to the site design. A north / south datum element in the architecture escorts the natural environment and the flow of circulation into and out of the Town Center. This orienting element structures the connection of interior school spaces to the outdoors. Locating administration functions along this datum creates a convenient location to observe flow in and out of the school and makes important connections with students in the Town Center and Small Learning Communities on multiple levels. To reinforce this connection to the outdoors, the exterior plaza materials, patterns and textures are carried inside under delicate glass walls. The angle of the C.T.E. learning street is oriented 25 degrees from north and is terminated with glass looking toward Sacagawea Peak in the Bridger Range. The learning street leading to the Small Learning Communities looks at the Tobacco Root Mountains to the west, and the glass wall of the Town Center connects viewers to the Spanish Peaks. Windows in the learning communities, especially on the third floor, also allow for these opportunities. Architectural Design Design Concept 530 New Bozeman High School | Schematic Design 6 OVERALL VIEW FROM SOUTH OVERALL VIEW FROM NORTH 531 New Bozeman High School | Schematic Design 7 SOUTH ELEVATION WEST ELEVATION NORTH ELEVATION EAST ELEVATION 532 New Bozeman High School | Schematic Design 8 NORTH/SOUTH SECTION EAST/WEST SECTION MAIN ENTRY PERSPECTIVE NORTH ENTRY PERSPECTIVE 533 New Bozeman High School | Schematic Design 9 COMMONS PERSPECTIVE COMMONS PERSPECTIVE COMMONS PERSPECTIVE VIEW TOWARD TUNNEL 534 New Bozeman High School | Schematic Design 10 NORTH SCALE IN FEET SCALE: 1" = 60'-0" 0 60 120 1ST FLOOR PLAN LEARNING COMMUNITY LIBRARY CTE MUSIC AUDITORIUM / DRAMA ATHLETICS STUDENT SERVICES SPECIAL ED / RESOURCE ADMINISTRATION ART SERVICE KITCHEN 535 New Bozeman High School | Schematic Design 11 LEARNING COMMUNITY LIBRARY CTE MUSIC AUDITORIUM / DRAMA ATHLETICS STUDENT SERVICES SPECIAL ED / RESOURCE ADMINISTRATION ART SERVICE KITCHEN NORTH SCALE IN FEET SCALE: 1" = 60'-0" 0 60 120 2ND FLOOR PLAN OPEN TO BELOW OPEN TO BELOW OPEN TO BELOW OPEN TO BELOW OPEN TO BELOW OPEN TO BELOW OPEN TO BELOW OPEN TO BELOW OPEN TO BELOW OPEN TO BELOW OPEN TO BELOW 536 New Bozeman High School | Schematic Design 12 NORTH SCALE IN FEET SCALE: 1" = 60'-0" 0 60 120 3RD FLOOR PLAN LEARNING COMMUNITY LIBRARY CTE MUSIC AUDITORIUM / DRAMA ATHLETICS STUDENT SERVICES SPECIAL ED / RESOURCE ADMINISTRATION ART SERVICE KITCHEN 537 New Bozeman High School | Schematic Design 13 The Town Center Like a downtown community, the large centralized Student Commons, or “Town Center,” is the most dynamic shared space in the school. This three-story volume can be used for a multitude of activities such as the food court, student services, lobby, concessions, presentations, dances and community gatherings. It represents the convergence of the three learning streets--the important social arteries that link the school together and help to create a sense of community. The Town Center also puts “learning on display” which is accomplished through transparency and key adjacencies. It is not only connected by proximity to administration, learning communities, the library, art, athletics, and auditorium, but also connected visually from vantage points on multiple levels. A variety of student spaces and services exist within central commons including alcoves, stores, and a career center that will make this the favorite social hangout spot. The Food Court Multiple restaurant style food court serving windows will offer students a wide selection of tasty, appealing, and healthy menu choices. The multiple windows will be serviced by one primary kitchen. Each window will have a separate point of sale which will help to facilitate quicker lunch service. One of the serving windows closest to the gymnasium will be able to be closed off and entered separately for concession use when needed. Mobile coffee, smoothie, snack, and condiment carts will be able to dock and supply at the primary kitchen and also be able to distribute food at other designated points throughout the school. Small Learning Communities Students learn better and are more engaged in education when in smaller learning environments. In these smaller groups they can better collaborate and apply what they learn and get more personalized attention from their peers, mentors, and teachers. For this reason, the New High School design will be divided into smaller learning communities. These communities are comprised of flexible curriculum areas, collaborative plazas, small group conference rooms, and teacher planning areas. These educational neighborhoods are reinforced through the active and applied learning programs and curriculums. Architectural Design Design Concept 538 New Bozeman High School | Schematic Design 14 Flexible Curriculum Areas The overall design layout lends itself to a variety of curriculum options and flexibilities. Each learning area has a variety of class, presentation, resource, and conference rooms. These can be arranged by department, program, or even cross-curriculum academies. Collaboration Plazas Collaboration zones happen in the intersections between learning communities. Classrooms and small meeting areas will open up into collaboration areas. These flexible areas are places where multiple classes can combine on a group project, share resources, collaborate in breakout spaces, and student projects can be presented or displayed. Teacher Planning Rooms Teacher planning areas promote the sharing of ideas, planning group projects, acquiring resources, and collaborating on daily education topics. These planning areas are located at the center of each small learning community. Future Growth The New High School is master planned for growth and will be adaptable for the fast moving advances of the information age. Areas to the east and west have been identified for the future expansion of learning communities, activities, and electives that will facilitate an additional 300 students. This area could also be used to bring a portion of the growing Bridger Charter Academy to the New High School. To facilitate future adaptability, modular planning and construction is being utilized where practical. This planning strategy is most effective where furniture, finishes, casework, lighting, and the HVAC system is organized in a repetitive manner like the classrooms and other structured learning spaces. Ceilings will be easily accessible so that future advances in infrastructure can be easily implemented. The heating, plumbing, and electrical infrastructure will be designed to handle future building expansion. Similarly, exterior materials that the design team is investigating are low maintenance modular units like masonry and metal or fiber cement panels for their ease of future deconstruction. Architectural Design Design Concept 539 New Bozeman High School | Schematic Design 15 Project Components • 303,000 Gross Square Feet. This area equates to approximately 202 SF per student, which is in alignment with current high school facility and national standards. • 8 learning communities each with teacher planning areas, collaboration breakout areas, small group conference rooms, display areas, and lockers. • 45 academic classrooms • 9 science labs, and 4 shared prep areas. • The Commons / Town Center will be surrounded by a variety of student services including administration, library, student store, etc. This area will have direct access into both the competition gym, auditorium, concessions, and food court (with multiple serving windows). • Kitchen with multiple food court style service windows and necessary support spaces. • Administration / Student Services: Administration will be de- compartmentalized and distributed for best student access and the ability to adequately monitor the school. Student services will be conveniently located adjacent to or near the Town Center. • Special Education / Resource: A collaborative teaching model reduced that reduces number of dedicated classrooms. Specialized spaces that are comfortable, easily accessible, conveniently located, and include CCCR/AAS and TAPS/SEB. • Visual Arts: Includes labs for both 2D and 3D art with indoor and outdoor kilns and plenty of display spaces. Graphics, photography, and metal/jewelry will be provided in the adjacent shared CTE labs. • Music: Studios for band, orchestra, and choir will be organized around a plaza and practice rooms. These spaces will be located adjacent to the auditorium stage. • Auditorium: The auditorium will house 750 seats with a stage sized for full music and drama performances. A separate drama classroom is being provided for their own practice space. The auditorium can be used for larger lecture and other academic functions. Acoustics in this area will be versatile for voice and music. The stage will be big enough for both drama and large music performances. Seating, stage control booth, and AV tech areas will be accessible. • Athletics / Activities / Health: This area includes a primary competition gym, two auxiliary gymnasiums, fitness/weight, wrestling, and 6 locker rooms. o Competition Gymnasium - 2 PE Stations, 2,500 main level seats with room for additional future balcony seats. The floor can provide 1 tournament court, 2 full basketball side courts (with PE station divider curtain), or 3 volleyball side courts. o Two Auxiliary Gymnasiums – Each with1 full court, 200 spectator seats, 2 smaller basketball side courts (with PE station divider curtain). • Library: Easily accessible from both Town Center and the learning communities. The library will be full of open and inviting technology enriched study and collaborative spaces. • Career Technical Education: CTE will include labs, classrooms and spaces for Family Consumer Science with a culinary arts lab. o Business, including DECA store o Trades & Industry that includes metal, wood and auto shops o Architectural/engineering lab o Graphic/photo lab o Supporting spaces and contained outside yard. • Support: Storage, infrastructure, restrooms, maintenance, IT, exterior service, and loading dock. Architectural Design The Facility 540 New Bozeman High School | Schematic Design 16 Building Exterior Design Building Envelope Structural Steel Framed Walls At structural steel locations, the structural steel frame will be inset from the metal stud framing, thus allowing the metal framing to be “balloon” framed. The exterior walls will be comprised of 6” metal stud framing with gypsum based sheathing installed on the exterior face. Then, a self-adhering vapor/ air barrier will be applied directly to the wall sheathing and exterior rigid insulation will be installed over the self-adhering vapor/ air barrier. At finished masonry siding locations, the rigid insulation will occur in the cavity between the sheathing and the masonry. At non-masonry siding locations, metal furring will be used to hold the siding away from the sheathing to create the space for the continuous insulation. Concrete Masonry Unit (CMU) Walls At structural CMU locations, the self-adhering vapor barrier will be installed directly to the exterior face of the CMU and exterior rigid insulation will be installed to the self-adhering vapor/ air barrier. At finished masonry siding locations, the rigid insulation will occur in the cavity between the sheathing and the masonry. At non-masonry siding locations, metal furring will be used to hold the siding away from the sheathing to create the space for the continuous insulation. Exterior Finishes All exterior siding will be durable and low-maintenance. Siding will consist of: • Masonry: Masonry siding provides an abuse resistant surface, while providing the warmth of natural materials. A variety of masonry will be studied, including brick, split face CMU, ground face CMU, and cast stone. • Metal Panels: Metal panels are a less expensive siding solution than masonry. A variety of metal panel profiles and colors will be used to add articulation and interest to the architecture. The metal panels will include a Kynar 500 coating. Roof Treatments The roofs will be low-slope with internal roof drains and will consist of a roof membrane, such as 60 MIL TPO or EPDM. The roofs will be comprised of one of two assemblies: • A sloped structure with a vapor barrier and consistent thickness polyisocyanurate insulation to achieve drainage. The insulation will be mechanically fastened into metal decking. The insulation will be covered by a recovery board, then a gravel ballasted roof membrane. • A level structure with tapered polyisocyanurate insulation to achieve drainage. The insulation will be mechanically fastened into metal decking. The insulation will be covered by a recovery board, then a gravel ballasted roof membrane. Exterior Fenestration and Entrances • Exterior fenestration and primary entrances will be comprised of aluminum storefront frames with anodic coating. Where opening sizes and spans exceed those achievable by storefront systems, aluminum curtain wall will be utilized. • Secondary doors and frames will be painted hollow metal. • Glazing will be low-e, double-pane, 1” insulated glass with a low U value. Architectural Design Exterior Materials 541 New Bozeman High School | Schematic Design 17 General Building Interior Interior Walls • Throughout the majority of spaces, the interior walls will consist of metal frame construction with painted gypsum board finishes. For classroom spaces requiring higher levels of acoustic isolation, the walls will be constructed with additional layers of gypsum board and batt insulation. • In areas requiring more durable finishes, such as the gyms, locker rooms, and corridors, ground face and/or painted CMU block will be utilized. All restrooms will have ceramic tile wall finish to the ceiling. • The walls of the auditorium will be CMU with specialty acoustic wall treatments. • Magnetic whiteboards will be installed in selective locations in the classrooms, collaborative areas, library, conference, workrooms, and corridors. Ceilings • A 2x4 lay-in system with acoustic tiles will be utilized throughout the majority of the building due to their ability to absorb sound and ease of access to building systems located above the ceiling. Gypsum board soffits will be used as necessary to enclose larger ducts and structural beams that cannot be hidden above the ceilings. • Student restrooms and locker rooms will have painted gypsum board ceilings. This solid ceiling surface prevents unauthorized access into adjacent spaces and prevents concealing items. • The gymnasiums and auditorium ceiling will be exposed with specialty acoustic treatments. Flooring • Classrooms, corridors, administration areas, library, and staff workrooms could include stained concrete, VCT, LVT, or sheet goods. Offices will have carpet. • Restrooms will have ceramic tile flooring. • Vestibules will have lay-in walk off mat carpet tiles. • Mechanical, electrical, custodial, receiving, and storage areas will receive a sealed concrete finish, which has a very low cost and low maintenance for these non-public spaces. • Data closets and server rooms will have a static-dissipative VCT flooring. • Floating maple wood floors will be installed all gymnasiums. • The auditorium will receive a mixture of sealed concrete and carpet. Doors & Trim • All door frames will be painted hollow metal; stained solid core wood doors with vision windows will be utilized at classrooms and offices; painted hollow metal doors will be used at utilitarian areas such as mechanical rooms. All doors will be equipped with ADA compliant hardware. Specific Building Interior Administration, Student Services & Misc. Office Areas Finishes: • Painted gypsum board • Mixture of carpet & vinyl flooring and rubber base • Suspended acoustical ceiling • Blinds at windows for light control and privacy • Lockable door with vision glass • Marker boards and tack boards • Clock & Intercom System Built-ins: • Reception Desk: Lower height base cabinets and countertop; small section of stand-up height counter • Nurse’s Office: Lower height base and upper cabinets with countertop, includes drawers and shelves; Cubby for under-counter refrigerator. Furniture and Equipment by the Bozeman School District: • Office desks & chairs, file cabinets, bookcases, computers, telephones, paper towel dispensers, soap dispensers Architectural Design Interior Finishes 542 New Bozeman High School | Schematic Design 18 Classrooms Finishes: • Painted gypsum board • Stained concrete, vinyl flooring and rubber base • Suspended acoustical ceiling • Blinds at windows for light control and privacy • Door with vision glass, security classroom lock • Marker boards and tack boards • Clock & Intercom System Built-ins: • Base and upper cabinets with countertop, includes drawers and shelves • Teacher wardrobe (coat closet and bookshelves, lockable) • In Lab Classrooms, the countertops will be of an approved material (epoxy). Appropriate ventilation hoods will be located as needed. • The Life Skills classroom will have a typical residential kitchen and laundry equipment. It will also have built-in lockable storage cabinets in the room. The Special Education rooms will have cabinets for storage and a counter with sink. • Lockable instrument cubbies in Music Rooms. Furniture and Equipment by School District: • Student desks & chairs, teacher desk & chair, file cabinets, bookcases, computers, telephone, paper towel dispenser, soap dispenser CTE Classrooms Finishes: • Painted gypsum board or CMU block • Sealed or stained concrete and rubber base • Suspended acoustical ceiling in offices with exposed deck in the shop areas • Blinds at windows for light control and privacy • Door with vision glass, security classroom lock • Marker boards and tack boards • Clock & Intercom System Built-ins: • Base and upper cabinets with countertop, includes drawers and shelves; double sink w/ bubbler • Teacher wardrobe (coat closet and bookshelves, lockable) Furniture and Equipment by School District: • Student desks & chairs, teacher desk & chair, file cabinets, bookcases, large workbenches, tools, computers, telephones, paper towel dispensers, soap dispensers Teacher Work Areas / Breakrooms Finishes: • Painted gypsum board • Vinyl flooring and rubber base • Suspended acoustical ceiling • Blinds at windows for light control and privacy • Lockable door with vision glass • Marker boards and tack boards • Clock & Intercom System Built-ins: • Base and upper cabinets with countertop, includes drawers and shelves. Possible space for coffee maker, microwave, and under- counter refrigerator. Furniture and Equipment by School District: • Table & chairs, copier/printer, telephones, paper towel dispensers, soap dispensers Architectural Design Interior Finishes 543 New Bozeman High School | Schematic Design 19 Collaborative Plazas Finishes: • Painted gypsum board • Stained concrete flooring and rubber base • Suspended acoustical ceiling • Marker boards and tack boards • Clock & Intercom System Furniture and Equipment by School District: • Tables & chairs Kitchen & Concessions Finishes: • Painted gypsum board with FRP • Sheet vinyl, non-slip resilient flooring or epoxy-resin coating • Suspended acoustical ceiling; Mylar faced (washable) acoustical panels • Clock & Intercom System • See Kitchen Equipment narrative for further detail on equipment Built-ins: • None Furniture and Equipment by School District: • Tables & chairs, telephones, paper towel dispensers, soap dispensers Commons Finishes: • Painted gypsum board • Stained concrete/LVT and rubber base • Suspended acoustical ceiling with gypsum board accent • Blinds at windows for light control and privacy • Clock & Intercom System Furniture and Equipment by School District: • Tables & chairs Library-Media Center Finishes: • Painted gypsum board • Vinyl flooring/LVT and rubber base • Suspended acoustical ceiling • Blinds at windows for light control and privacy • Lockable door with vision glass • Marker boards and tack boards • Clock & Intercom System Built-ins: • Base and upper cabinets with countertop, includes drawers, shelves and sink in Work Room • Circulation Desk w/ sit-down/stand-up areas, book drop • Countertop for computer writing-lab Furniture and Equipment by School District: • Student chairs, book shelves/stacks • file cabinets, computers, telephones, paper towel dispensers, soap dispensers Gymnasium(s) Finishes: • Painted CMU block walls • Floating maple wood floors; painted game-lines • Exposed acoustical roof deck; sound absorptive surfaces / forms at ceiling and upper walls • Wall and/or ceiling mounted basketball backstops, volleyball pole floor inserts, wall pads • Bleachers • Score board • Clock & Intercom System Furniture and Equipment by School District: • Equipment storage shelving and cabinets/cages; teachers desk and chair, file cabinet Architectural Design Interior Finishes 544 New Bozeman High School | Schematic Design 20 Auditorium Finishes: • Painted CMU block walls or gypsum board with acoustical treatments • Sealed concrete floors with carpet in designated areas • Exposed acoustical roof deck; sound absorptive surfaces / forms at ceiling and upper walls • Motorized curtains and projection screen • Fixed-in-place auditorium-style chairs • Audio system • Lighting controls • Clock & Intercom System Furniture and Equipment by School District: • Equipment storage shelving and cabinets/cages; teacher’s desk and chair, file cabinet Locker Rooms Finishes: • Painted CMU block walls • Ceramic tile flooring and 6-inch tile base • Painted gyp board ceiling • Lockers & Benches • Toilet & Urinal partitions, floor-mounted and overhead braced, painted steel with metal brackets, shoes and braces • Grab bars at ADA water closets • Toilet paper holders • Paper towel dispensers • Soap dispenser • Mirrors with stainless steel frames • Trash receptacle • Toilets; wall-mounted with automatic flush valves • Urinals; wall-mounted • Floor drain Restrooms Finishes: • Ceramic wall tile (floor to ceiling); Ceramic tile flooring and 6-inch tile base • Painted gyp board ceiling • Student toilet groups will have privacy wall at entry, no doors • Toilet & urinal partitions, floor-mounted and overhead braced, painted steel with metal brackets, shoes and braces • Grab bars at ADA water closets • Toilet paper holders • Paper towel dispensers • Soap dispenser • Mirrors with stainless steel frames • Trash receptacle • Group lavatories located outside restrooms; automatic faucets • Toilets; wall-mounted with automatic flush valves • Urinals; wall-mounted • Floor drain Building Support Areas Finishes: • Painted gypsum board walls • Sheet vinyl or sealed concrete floors with 4-inch rubber base • Fiberglass reinforced panel (FRP) wall cladding at walls near floor sinks • Exposed to deck ceilings • Door with a storeroom lock • Floor mounted sink with threaded faucet (hose bib) (in Custodial Rooms) • Mop rack over sink; Broom hooks (in Custodial Rooms) Furniture and Equipment by School District: • Metal Shelving Unit for storage Architectural Design Interior Finishes 545 New Bozeman High School | Schematic Design 21 Building Code Analysis Codes and Standards As of August 23rd, the City of Bozeman has adopted the 2012 International codes with amendments. The most current codes, as adopted by the City of Bozeman at the time of permit submission will be used as the Basis of Design. The following codes and standards are currently applicable to the design: • 2012 International Building Code (IBC) • 2012 International Energy Conservation Code (IECC) • 2012 International Fire Code (IFC) • 2014 National Electric Code (NEC) • 2012 National Fire Protection Association (NFPA) Chapter 13, Standard for Installation of Fire Sprinklers • 2010 Americans Disability Act Standards (ADA) • 2009 American National Standard Institute (ANSI) A117.9 Accessible and Usable Buildings and Facilities • 2012 Uniform Plumbing Code and MCA ARM 24.301.351 The following standards are applicable in addition to any other local requirements: • Underwriters Laboratories (UL) • Occupational Safety & Health Administration (OSHA) 2012 International Building Code SD Review FACILITY USE AND OCCUPANCY CLASSIFICATION IBC CHAPTER 3 Occupancy Classification: Group E (educational) AREA / HEIGHT / OCCUPANCY (IBC Table 503 And Table 601) Section 503, Table 503.1 TYPE IB_ with automatic sprinkler system totals include: • 160’ allowable + 20’ increase = 180’ height • 5 stories allowable + 1 story increase = 6 stories • (unlimited) UL SF allowable per story Height Increases Section 504.2 Automatic Sprinkler System Max Building Height Increased by 20 Ft Max Story Increase = 1 Max Area - See 506.2 & 506.3: 200% Increase for Over 1 Story Above Grade 300% Increase for Single Story Building Building Area Modification Section 506.2 : Frontage Increase Type IB: none applicable for frontage increase : Allowable area per story = UL(unlimited) SF Gross area provided (levels 1-3 + mechanical level): 302,618 SF TYPES OF CONSTRUCTION Section 601 – Fire rating requirements for building elements Type II B: Resistive Construction Requirements: IBC Table 601 Element Type II B Primary Structural Frame 2 Bearing Walls (Exterior) 2 Bearing Walls (Interior) 2 Non-Bearing Walls (Exterior) 0 (SEE TABLE 602) Non-Bearing Walls (Interior) 0 Floor Construction & Secondary Members 2 Roof Construction & Secondary Members 2 Architectural Design Architectural Code 546 New Bozeman High School | Schematic Design 22 Section 602 – Fire separation distance and exterior wall ratings GROUP E: TYPE IIB: X<5’ = 1 HR ; 10 </= X < 30’ = 0 HR *** All exterior walls are >30’ from property lines. FIRE AND SMOKE / BUILDING SEPARATIONS / PROTECTION 705 Exterior Wall Requirements 705.8.1.1 - 1.1 and 1.2: Unlimited on first story above grade plane. 705.8 – Openings (% shown below indicates sprinklered/ unprotected openings) 3-5 feet: 15% max openings of wall area 5-10 feet: 25% max openings of wall area 10-15 feet: 45% max openings of wall area 15-20 feet: 75% max openings of wall area 20+ feet: No Limit max openings of wall area *** Fire separation is > 20 feet. 706 Fire Walls Table 706.4: Fire Wall Fire-Resistance Ratings Group E = 3 hr (unless TYPE II or V construction, then 2 hour rating) Section 707 – Fire Barriers 707.3.1 – Per 713.4 - Shaft enclosures: 1-HR connecting < 4 stories, 2-HR connecting 4+ stories 707.3.2 – Per 1022.2 -Stair Enclosures: 1-HR connecting < 4 stories, 2-HR connecting 4+ stories 707.3.10 – Fire Areas: Fire barriers or horizontal assemblies shall be 2-HR rated Section 713 Shaft Enclosures 713.4 – Fire-resistance rating: 1-HR Fire Resistance Rating connecting < 4 stories - Elevator, stairs, and mechanical chases will be considered as shafts. - 713.14.1 Exception 4: Elevator lobbies are not required when building is sprinklered. Section 716 Opening Protectives 716.5.5.1 Glazing in doors: Fire protection rated < 100 sq in., Fire- resistant rated >100 sq in when tested as component of door assembly INTERIOR FINISH CLASSIFICATIONS Chapter 8, 803.1.1: Interior Wall and Ceiling Finish Materials Table 803.9 Fully Sprinklered Occupancy Group Exits Exit Access Other Spaces /Rooms E Class-B Class-C Class-C FIRE PROTECTION SYSTEMS Section 903 Automatic Sprinkler Systems 903.2.3 Required at group E: Required at fire areas over 12,000 SF, required at floors not at level of exit discharge unless every classroom at that level has at least one exterior door at ground level. 903.2.4 Required at group F-1: if area exceeds 12000 SF 903.2.1 Required at woodworking operations: if area exceeds 2500 SF 905.3.1 – Standpipes - Required: Top level from lowest point of FD Access below is more than 30’. - Exception 1: Class I Standpipes in stairwell. To be located in every interior exit stairwell. 906: Portable Fire Extinguishers: Within 75’ of travel per NFPA 10 906.1 Within 30’ of Commercial Cooking Equipment 907 Fire Alarm and Detection: fire alarm system will be provided. MEANS OF EGRESS Section 1004 Occupant Load Section 1004.1.2 – Occupant Loads Classroom = 1 Occupant/20 Net Square Feet Shops/Vocational Rm = 1 Occupant/50 Net Square Feet Exercise Rooms = 1 Occupant/50 Gross Square Feet Kitchen (Commercial) = 1 Occupant/200 Gross Square Feet Library Reading = 1 Occupant/50 Net Square Feet Stacks Area = 1 Occupant/100 Gross Square Feet Stages and Platforms = 1 Occupant/15 Net Square Feet Assembly Tables and Chairs = 1 Occupant/15 Net Square Feet Assembly Fixed Seats = 1 Occupant Per Seat Storage / Mechanical Equipment = 1 Occupant/300 Gross Square Feet Business Areas = 1 Occupant/100 Gross Square Feet Architectural Design Architectural Code 547 New Bozeman High School | Schematic Design 23 Occupant loads SF SF Allowed/OCC Occupant Totals Total per Floor: 1st Floor SF varies 5446 2nd Floor SF varies 1349 3rd Floor SF varies 753 TOTAL 7548 Section 1005 Means of Egress Sizing Section 1005.3.1 – Stair Width: =(Exception 1) .2 inch/occupant with sprinkler system 1005.3.2 – Other Egress Components = 0.15/Occupant (Exception 1) Section 1007 Accessible Means of Egress Section 1007.1 Accessible spaces shall be provided with not less than one Accessible Means of Egress. Where more than one means of egress is required from any accessible space, each accessible portion of the space shall be served by not less than two accessible means of egress. Section 1007.3 Stairways 1007.3.1 - 48” clear between handrails not required with fire sprinklers. Stair width must be a minimum of 44” wide (cross- reference with 1009.4) 1007.3.2 - Areas of Refuge not required at stairs with fire sprinklers Section 1007.4 Elevators 1007.4.2 - Areas of Refuge not required at elevators with fire sprinklers Section 1015 Exit and Exit Access Doorways 1015.1 Two Exits, or exit access stairways where occupant load exceeds values of Table 1015.1: Occupant load greater than 49 for E Occupancies. 1015.1.1 Three exits or exit access doorways where occupant load is between 501-1000 per space or story. Four exits with Occupant load greater than 1000 per space or story. Section 1015 Exit and Exit Access Doorway Arrangement Section 1015.2.1 Exception 2 Required spacing between 2 required exit doors = 1/3 the diagonal dimension. Section 1016 Exit Access Travel Distance Table 1016.2 – Exit Access Travel Distance with Sprinkler Group E = 250 feet Section 1018 Corridors Table 1018.1 – Corridor Rating – 0 hours, E Occupancy with Sprinkler System Table 1018.2 – Group E with a corridor having a required capacity of 100 or more = 72 inches width (minimum) Architectural Design Architectural Code 548 New Bozeman High School | Schematic Design 24 Section 1018.4 – Dead End Corridors shall not exceed 20 feet. Exception 2: In occupancy…E… with automatic sprinkler system…lengths of dead end corridors not exceed 50 feet. Exception 3: Dead end corridor shall not be limited in length where the length of the corridor is less than 2.5 times the least width of the dead-end corridor. 1018.6 – Corridor Continuity Commentary Figure 1018.6 (5) depicts the option for additional doors on the elevator hoistway for maintaining the integrity of the corridor. Section 1021 Number of Exits and Exit Configuration 1021.2 Two Exits, or exit access stairways from any story where occupant load exceeds values of Table 1021.2(2): Occupant load greater than 49 or travel distance of 75 feet for E Occupancies. 1021.2.4 Three exits or exit access stairways or ramps at stories where occupant load is between 501-1000 per space or story. Four exits with Occupant load greater than 1000 per space or story. Section 1021.3 Exit Configuration In accordance with 1015.2.2 Exception 2 Required spacing between 2 required exit doors = 1/3 the diagonal dimension ACCESSIBILITY Section 1104 Accessible Route 1104.4 Multistory buildings and facilities: One accessible route provided to all accessible stories. 1109 Facilities: 1109.2 Each toilet room shall be accessible 1109.2.1 In assembly occupancies an accessible family or assisted-use toilet room shall be provided where an aggregate of six or more male and female water closets is required. 1111 Signage: Accessible entrances, Toilet Rooms PLUMBING FIXTURE ANALYSIS: UPC w/ MT ARM 24.301.351 AMENDMENTS Educational Secondary: Water closets: 1 per 100 Male ; 1 per 45 Female Lavatories: 1 per 2 water closets Drinking fountains: 1 per floor Assembly: Water closets: 1 per 125 Male ; 1 per 75 Female Lavatories: 1 per 2 water closets Drinking fountains: 1 per 1000 Architectural Design Architectural Code 549 New Bozeman High School | Schematic Design 25 Sustainable Design Rating Systems General The construction of the New Bozeman High School will use best sustainable design practices to achieve a healthy and energy efficient learning environment for Bozeman High School students. Bozeman Public Schools has adopted an amended version of the Montana High Performance Building Standard which is to be applied to their construction projects. Sustainable Programs Considered Bozeman Public Schools has reviewed several sustainability programs before selecting Collaborative for High Performance Schools (verified status), these include: • Collaborative for High Performance Schools • LEED V4 for Schools • The Montana High Performance Building Standard • Green Globes • Energy Star • Architecture 2030 Collaborative for High Performance Schools The Collaborative for High Performance Schools (CHPS) is a nonprofit organization dedicated to improve student performance and the entire educational experience by building the best possible schools. The CHPS mission is to make schools better places to learn. CHPS was founded in 1999 as a collaboration of California’s major utilities to address energy efficiency in schools. The program quickly expanded to address all aspects of school design, construction, and operation. CHPS provides resources to schools, school districts, and professionals about all aspects of high performance school design, construction, and operation. CHPS develops tools that help make schools: • Energy, water, and material efficient • Well-lit • Thermally comfortable • Acoustically sound • Safe • Healthy • Easy to operate These resources include a six-volume best practices manual, training and conferences, a high performance building rating and recognition program, and other tools for creating healthy, green schools. The CHPS program is divided into on the following categories (totaling 250 credits of which 110 are required for certification): • Integration and Innovation (21 credits) • Indoor Environmental Quality (82 credits) • Energy (63 credits) • Water (20 credits) • Sites (24 credits) • Materials and Waste Management (21 credits) • Operation & Metrics (19 credits) A preliminary CHPS scorecard is included in the Appendix. Architectural Design Sustainable Design 550 New Bozeman High School | Schematic Design 26 Food Service Program The Food Service Program will support the New Bozeman High School population of 1,500 to 1,800 students. The kitchen will function as a cook to serve operation and will receive and have storage for all deliveries to support the production schedule. Deliveries from Support Services will include food staples. Secured scramble style service is planned with single entrance and multiple cashier stations. The most important design goals for the project include: Design Overview • The new kitchen will support a breakfast and lunch program for the student population. • The menu will focus on healthy choice entrées accompanied with fresh fruits, vegetables, and milk. • Deliveries will be brought directly into the kitchen from the adjacent receiving dock. A cart/can wash with hot/cold hose bibb and area drain will be located outside at the receiving dock. • Dry and cold storage rooms will be located inside the kitchen. Dry storage shelving shall be a combination of the adjustable open wire type and include dunnage racks. Cold storage will consist of a walk-in refrigerator and freezer with coated adjustable wire type shelving as well as dunnage racks. Two mobile refrigerated milk coolers will also be utilized at the serving counters for holding and serving milk. • On-site prep will be required supported by work tables and sinks with indirect wastes. • Whenever possible, equipment shall be made portable. Those items with closed bodies shall be set on raised bases. Open base equipment shall be made with tubular stainless steel legs having sanitary gussets and bullet-shaped feet or casters. • Equipment shall conform to all local and national codes. All items shall be designed to National Sanitation Foundation Standards. Working surfaces and cabinet bases shall be stainless steel, polyethylene, or plastic laminate. • Natural gas is available and preferred for the cooking equipment. A Type 1 grease exhaust hood will cover the line-up. Work tables, preparation sinks, and hand sinks will support the various work stations. • Meals will be prepared for a cook to serve operation. • Students will be served on reusable trays. They will have access to a variety of hot and cold entrées, self-serve refrigerated milk cooler, and a cold variety bar with veggies and fruits. • A tray return window will be planned for to support the program. • Warewashing will consist of dishtables, waste collector with spray rinse, an automated warewasher with 180-degree hot water rinse cycle, and a 3-compartment potwashing sink table. Support • A manager’s office with desk/file cabinet will be located in the kitchen with provisions for phone and data lines. • A Janitor Closet with mop sink and chemical storage will be located within the kitchen. • The kitchen waste volume will require a grease removal device sized per code by the plumbing engineer. Space for a dumpster will be provided in the loading dock area. • A unisex staff toilet will be located within or adjacent to the kitchen. Finishes • Kitchen finishes are to be smooth, washable, and light in color. Recommended flooring material is quarry tile with an abrasive surface. If the ceiling is suspended, the tiles used shall be Mylar coated for cleaning. Recommended wall finish is a washable wall board wainscot material, i.e. stainless steel, laminate or FRP minimum up to 8 feet with a semi-gloss painted wall surface continuing up to the ceiling. • Stainless steel wall flashing will cover the cooking wall surfaces. Architectural Design Food Service 551 New Bozeman High School | Schematic Design 27 Preliminary Equipment List: • Staff lockers • Hand washing sinks • Dry storage room with shelving • Walk-in freezer with shelving • Walk-in cooler with shelving • Prep sink table • Sheet pan racks • Utility cart • Cook’s support table • Canopy hood with fire protection system • Stainless steel wall flashing • Double stack convection oven • Double stack combi-oven/steamers • Six burner range • Char broiler • 30-Gallon tilting skillet • Baking Oven • Proofer • Pizza conveyor oven • Refrigerated toppings counter • Cube ice machine with storage bin • Pass-thru hot/cold cabinet • Serving line with hot & cold wells • 2-Tier heated pass-thru merchandising cases • Mobile milk coolers • Sandwich making station • Wrap making stations • Mobile refrigerated variety bars • Cashier counters • Point of sale system (by Owner) • Waste collector • Hose reel • Mobile pot & pan shelving • Soiled dishtable • Potwashing 3-compartment sinks • Mobile waste receptacles • Conveyor-type warewasher with booster heater • Vapor exhaust ducts (2) • Clean dishtable Foodservice Cost Estimate: • Cost for basic (necessary) food service equipment $675,000 • Additional cost for “nice to have” labor and time saving equipment $50,000 • Additional cost for other loose equipment (small wares) for FF&E package $50,000 Architectural Design Food Service 552 New Bozeman High School | Schematic Design 28 Site and Building Security General Security Utilizing the four principals for Crime Prevention Through Environmental Design (CPTED), the design of the new Bozeman High School will demonstrate the following: • Natural Surveillance. “See and be seen” is the overall goal when it comes to CPTED and natural surveillance. A person is less likely to commit a crime if they think someone will see them do it. • Natural Access Control. Natural Access Control is more than a high block wall topped with barbed wire. CPTED utilizes the use of walkways, fences, lighting, signage, and landscape to clearly guide people and vehicles to and from the proper entrances. The goal with this principle is not necessarily to keep intruders out but to direct the flow of people while decreasing the opportunity for crime. • Territorial Reinforcement. Creating or extending a “sphere of influence” by utilizing physical designs such as pavement treatments, landscaping, and signage that enable users of an area to develop a sense of proprietorship over it is the goal of this CPTED principle. Public areas are clearly distinguished from private ones; potential trespassers perceive this control and are thereby discouraged. • Continued Maintenance. CPTED and the “Broken Window Theory” suggests that one “broken window” or nuisance, if allowed to exist, will lead to others and ultimately to the decline of an entire neighborhood or campus. Neglected and poorly maintained properties are breeding grounds for criminal activity. Site/Exterior • The wayfinding for the site and building will be clearly identified so that as people enter the grounds, they know where to park and which doors they are supposed to enter (or not enter). Proper location of the parking will also allow the staff to easily view people who are entering the area and be able to observe them as they approach the building. • Clear signage shall be posted identifying visitor parking, staff parking, student parking, handicap parking, bus parking, deliveries, and drop-off. While this identification is very important, it is also important not to ‘overly designate’ parking spots. For example, the Principal, Vice Principal, and SRO should not have designated parking spots. By doing so, it clearly identifies when they are on or off campus (is their car in the spot or is the spot empty?), something that should not be announced to the students or visitors. • The access drives will maintain a curving nature to help slow traffic, rather than straight lanes which allow drivers to speed up. • As pedestrians walk from their cars towards the front of the building, they will need to cross the access drives that are winding throughout the campus. Pedestrians will be funneled to designated crosswalks, both for the safety of the person on foot and also the drivers. At these points, raised crosswalks (speed humps) will be used to elevate the walker for better visibility. The use of chokers (curb extensions on both sides of the road that narrow the street at the crosswalk) will also be implemented to further slow traffic at the crosswalks. • The secondary roadways that are leading to the backside of the building (specifically the route for the fire department access on the west side of the building) will be blocked off with detachable bollards to prevent anyone from driving on the road, since it will most likely become a highly visible pedestrian path. • The parking lots will have islands with landscaping to break up the large expanses of asphalt. This landscaping helps to direct and/or slow traffic throughout the parking lots, rather than letting them cut across large open areas at high speeds. • Fencing will be used around the campus to clearly delineate the school’s property. The fencing will be open to allow for transparency and surveillance while still offering a buffer of privacy from the surrounding public. • Landscaping materials will be carefully selected to ensure that as the plants and trees mature they do not become overgrown and begin to block visibility around the campus thus creating ‘black-holes.’ Properly placed landscaping easily defines a territory, controls access to certain areas, and creates a sense of ownership to the campus. • The campus and exterior of the building will be properly lighted to help illuminate walkways and parking lots as well as areas that should not be populated by people (eliminating concealment opportunities). The lighting used will allow users to feel safe while also deterring mischief after-hours. Architectural Design Security 553 New Bozeman High School | Schematic Design 29 Building’s Interior • At the main front door, a secure vestibule will be designed to force all visitors to check-in at the office before they proceed further into the building. • Extensive glazing at the office and associated spaces which face out towards the parking lots will be utilized so the staff can clearly observe who is approaching the building. • The Principal’s and Vice Principal’s office will have secondary exits out of the office area so that staff are not trapped during an incident. • The elevator will be centrally located so that it can be easily observed. Use of the elevator will be limited (provide card access control). • All perimeter doors, except the main door at the office, will be exit-only doors to ensure that students and/or visitors cannot enter the building unless authorized by the office staff. Signs will be posted on all secondary doors stating “All visitors must check in through the Main Office. This door will not be opened by staff or students.” Each exterior door will also be clearly numbered. • Each ‘wing’ of the building will be compartmentalized in case of an incident to prevent an intruder from proceeding throughout the building. The compartmentalization also allows the building to be used for after-hour events, such as in the gym, auditorium, or library, while still securing the rest of the building. • Classrooms that look into the corridors will have windows in order to allow for ‘Natural Surveillance’ of activity in the corridors. This visibility can help to deter bullying that occurs in unsupervised areas. The exterior windows in the classrooms will also allow for ‘Natural Surveillance’ to the parking lots and access drives. • Lockers will be recessed to eliminate hiding areas along the corridors. • At areas where 90 degree angles are created in the corridors, specifically at niches for doors, the angles will be changed to 45 degrees (chamfered corners) to eliminate the creation of a hiding spot. • The corridors and stairs will be designed to be wider than code minimum to allow as much space as possible for the students to circulate without feeling squeezed together, which can often lead to fights. • The sinks in group restrooms will be located in the corridors (not inside the restroom). This placement helps to move the students in and out of the restroom quicker and allows for easier supervision. No doors will be provided at the entrances to the restrooms. • In equipment storage areas, including musical instrument storage, lockable storage will be provided to curtail theft. • Within the cafeteria, a well-defined control point (unobstructed surveillance spot) will be established. The serving line/kitchen will be easily locked down when not in use. The cashier area will be clearly visible (not hidden). Architectural Design Security 554 New Bozeman High School | Schematic Design 30 Civil / Site Design Civil Design Geotechnical Summary The geotechnical investigation for the proposed high school to be located southwest of the future intersection between Oak Street and Flanders Mill Road in Bozeman, Montana, encountered surficial native lean clay and topsoil overlying native gravels. The site poses no significant geotechnical concerns provided the recommendations provided in the geotechnical report and all applicable building code standards are incorporated into the final design and construction for the project. The site is suitable for the use of conventional shallow foundations bearing on properly compacted native gravels and designed using a maximum allowable bearing pressure of 3,000 pounds per square foot (psf). Based on preliminary finished floor elevations, four to twelve feet of fill will be required below the proposed school footprint. Building Pad and Foundation Preparation Weak clay soils with high moisture will need to be removed and replaced with structural fill below the building footprint. The depth to gravel varies between three and seven feet across the proposed structure. Based on preliminary finished floor elevations, between four and twelve feet of structural fill will be required below the structure. Two gradations for structural fill have been provided. All structural fill within two feet below bottom of footings should be 3-inch minus structural fill. All fill two feet below bottom of footing and deeper can be a less expensive 6-inch minus pit run gravel. Use of onsite native gravel is acceptable and generally meets the requirements of 6-inch minus pit run gravel (screening likely required). Building pad and foundation preparation should be constructed in accordance with the project geotechnical report. Figure SD01 shows the depth to gravel and amount of fill necessary for the building foundation. Parking Lots Parking lots will be constructed in accordance with the project geotechnical report. Section Component Section Asphaltic Concrete Pavement 3” 1.5-inch minus Crushed Base Course 6” 6-inch minus Subbase 14” Tensar TX 140 Geogrid over Mirafi 600X Total (inches)23” Streets and Access Drives Arterials Arterials will be constructed in accordance with the project geotechnical report. Section Component Section Asphaltic Concrete Pavement 4” 1.5-inch minus Crushed Base Course 6” 4-inch minus Subbase 20” Mirafi 600X Total (inches)30” Local Streets and Access Drives Local streets and access drives will be constructed in accordance with the geotechnical report. See above section on Parking Lots for typical section. Figures SD02 and SD03 summarize the pavement sections for the project. 555 New Bozeman High School | Schematic Design 31 QUALITY CHECK: DESIGNED BY: DRAWN BY: JOB NO. DATE: NOT FOR CONSTRUCTION SD01 FIGURE B16-100 9.5.17 KLS LRJ GRAVEL DEPTH INFORMATION SCHEMATIC DESIGN CIVIL NARRATIVE BOZEMAN, MONTANA NEW BOZEMAN HIGH SCHOOL OAK STREET COTTONWOOD ROADFLANDERS MILL ROADFigure SD01 556 New Bozeman High School | Schematic Design 32 Figure SD02 557 New Bozeman High School | Schematic Design 33 Figure SD03 558 New Bozeman High School | Schematic Design 34 Groundwater Groundwater is generally high in the area. Dewatering of foundation excavations, some road embankments, and utilities should be anticipated. Due to high groundwater and elevated soil moistures, compaction of native lean clay may be difficult without considerable moisture conditioning. Use of Native Materials Use of native gravel material could be incorporated into the project. The following should be considered if native materials are used: • Native gravel should be screened through an appropriate screen to remove oversized material per the geotechnical report. • Native gravel could be utilized as general road embankment under parking lots, access drives, and city streets. • Native gravel could be utilized as subbase gravel below parking lots and access drives. Native gravel should not be utilized as subbase under city streets. • Native gravel could be utilized as building structural fill excluding material within two feet of footings. • Native gravel, once excavated, should be allowed adequate time to drain prior to using. • Material used to replace native gravel may not allow precipitation and irrigation to infiltrate in a similar manner as in-situ soils. Additional topsoil thicknesses or soil conditioning may be necessary to prevent objectionable moisture in playing fields or other areas where native gravel was mined. Site Grading The site generally slopes from south to north. A ridge running north/ south bisects the property into an east and west drainage basin. In order to minimize cut and fill on the site, the site will be graded to generally follow existing topography. Due to high groundwater, the preliminary finished floor elevation has been set at approximately 4,753 feet. Due to the size of the building footprint, the south side of the building will have a finished floor elevation approximately two feet below existing ground while the north and west sides of the building will have a finished floor elevation three to six feet above existing ground. Considerable fill will be required in the northwest corner of the project site. This area experienced groundwater to within 0.5 feet of the ground surface. To accommodate a new detention pond in this area, the ground surface will be raised to create the pond. This will tie in nicely with the adjacent Cottonwood Road and new building which will be elevated in the area. We anticipate excess overburden soils removed from the building, parking lot, and streets areas will be used in this non-structural area. Figure SD04 provides a summary of the project site grading and drainage. Storm Drainage New School and Parking Lots As a result of the site grading and east/west drainage basins, two regional detention ponds located at the northwest and northeast corners of the school property will be necessary. The east detention pond will discharge to the existing roadside ditch that runs parallel to Flanders Mill Road. The west detention pond will discharge to a tributary of Baxter Creek approximately ¼ mile west of the project site. Strategic retention and infiltration areas will be incorporated around parking lots to minimize storm water runoff. Storm drain piping and infrastructure (inlets and manholes) will be necessary to convey storm water to the ponds. Building roof drains will tie into the storm drain piping system and discharge directly to the detention ponds. Public Roadways Public roadways (Cottonwood Road and Oak Street) will require storm drain infrastructure to meet City of Bozeman design requirements. Inlets and piping will be placed along the road as required. The regional detention ponds located in the northwest and northeast corners will be sized to accommodate runoff from these roadways. Sports Fields Several of the sports fields are proposed to have under drainage systems. These underdrains will collect infiltration from precipitation and irrigation and are proposed to connect into the project storm drainage system. City of Bozeman Sports Complex The shared parking lot located in the City of Bozeman Sports Complex will also require a detention pond. We anticipate this pond will be located northeast of the parking lot and discharge to the roadside ditch along Flanders Mill Road. The schematic layout of the project utilities including the storm drain system can be seen in Figure SD05. Civil / Site Design 559 New Bozeman High School | Schematic Design 35 Wastewater System The scope of the wastewater improvements for the site are unknown and will not be completely known until the City of Bozeman determines if the existing downstream lift station (Baxter Meadows Lift Station) is capable of supporting the new high school. If the lift station is capable of supporting the new school, wastewater infrastructure would include installation of a service to the existing 21-inch outfall sewer located in Cottonwood Road. An existing 8-inch sewer stub has been extended to the property. We anticipate multiple 4 to 6-inch sewer discharge points from the school that would tie into a manhole and extend to the existing sewer stub with 8-inch sewer service piping. Service pipe will consist of the following materials: • SDR 26 PVC sewer pipe for 4 and 6-inch service pipe. • SDR 35 PVC sewer pipe for 8-inch service pipe. • 48” Diameter precast concrete manholes meeting City of Bozeman specifications. If it is determined that the existing Baxter Meadows lift station is not capable of supporting the flow generated from the school, the preferred option would be to utilize a temporary lift station and pump wastewater to the intersection of Flanders Mill Road and Annie Street. This would require a 100 gpm lift station with redundant pumps which would be connected to the school’s primary and backup power. Because it is a temporary lift station, we anticipate utilizing a package lift station similar to the Flygt 48-inch diameter duplex pump basin with 100 gpm grinder pumps. Figure SD05 shows a schematic of the proposed sewer system. Flygt package lifts station cut sheets are also attached. Water System City Required Water System Improvements The proposed water system improvements include City required water main extensions. This is necessary to provide adequate water flow and pressure to the school while looping the water mains to provide redundancy. The City of Bozeman Water Master Plan indicates a 12-inch water main located in the Oak Street right-of-way. This main will connect into the existing water system at the intersection of Cottonwood Road and Flanders Mill Road. An 8-inch water main is also needed in the Annie Street corridor. This main provides looping of the City water system and will connect into the existing water system at Cottonwood Road and Flanders Mill Road. Internal Water System Improvements An internal water main loop will be required to provide service to the school (domestic and fire services) and fire hydrants. See Figure SD05 for the schematic water layout. Summary of Materials All water piping shall meet the City of Bozeman standards. • Oak Street Water Main: 12-inch, class 51, ductile iron pipe meeting AWWA C151. • Anne Street Water Main: 8-inch, class 51, ductile iron pipe meeting AWWA C151. • Internal Water Main: 8-inch, class 51, ductile iron pipe meeting AWWA C151. • Domestic Service: 4-inch, class 51, ductile iron pipe meeting AWWA C151. • Fire Service: 6-inch, class 51, ductile iron pipe meeting AWWA C151. • Joint Restraint and Thrust Blocks: Per City of Bozeman. • Fire Hydrants: Per City of Bozeman. • Fittings and Valves: Per City of Bozeman. Civil / Site Design 560 New Bozeman High School | Schematic Design 36 Irrigation The current Montana Department of Natural Resources guidelines for exempt wells for lots over 20-acres is as follows: “For lots that are greater than or equal to 20 acres, either in existence prior to October 17, 2014 or created after that date, then any wells within 1,320 feet of one another on a lot are considered to be a combined appropriation.” Given this guidance and the proposed project area, two new exempt wells can be placed on the northern lot at opposite corners diagonal to each other. Additional exempt wells cannot be placed on the southern lot where the elementary school is located without being considered a combined appropriation. The existing irrigation wells installed with the elementary school were located such that a separation distance of 1,320 feet cannot be met. Two exempt wells will provide for 20 acre-feet of water per year or 6,517,000 gallons. This is considerably less irrigation water than required to irrigate the large, landscape intense campus (approximately 46,300,000 gallons). In order to increase the irrigation capacity by 39,783,000 gallons or 122 acre-feet, the following options are available: • City Water Supply – The city water supply can be used for irrigation. City of Bozeman costs associated with using municipal water for irrigation include the initial purchase of water rights followed by monthly usage of metered water. Cash-in-lieu of water rights are assessed at a rate of $6,000 per acre-foot by the City of Bozeman. This would result in a one-time charge of $732,000 for cash-in-lieu of water rights on top of the metered water user rate of $1.74 per hundred cubic feet or approximately $92,500 yearly. • Consult with a Water Rights Attorney regarding the following options: o Purchasing water rights from Maynard Ditch Company. o Purchasing water rights from another entity or person. o Diverting overflow ditch water along Flanders Mill into a reservoir on the property. • Share irrigation methods with the City of Bozeman Sports Park. Transfer and purchase of water rights is a complex and often times lengthy process. High priority should be placed on determining where irrigation water is going to be generated or landscaping should be done to minimize irrigation demand. Schematic design cost estimating has assumed a central well will be utilized. Water rights will need to be located and purchased for this option. Water rights purchase costs are not included in the Schematic design estimate but are roughly in the $4,000-$6,000 per acre-foot range. Site Access and Circulation Site access and circulation includes two internal road loops. The two loops are connected by a one-way bus drop off in front of the school. During normal school hours, only busses will be allowed to utilize the bus drop off area. During after hour events, this area will be used for curbside drop off and allow circulation from the east parking area to the west. There will be no internal connection from the west parking lot to the east parking lot. Buses will access the school off Flanders Mill Road and exit the school on Cottonwood Road. A minimum of twelve bus drop off spaces, 40 feet in length, have been provided in the schematic layout. The east access loop provides access to the student parking lot while the west access loop provides access to the staff parking lot. A minimum of 50 parent drop off spaces, 20-feet in length, have been provided and are split between the two drop off lanes on each side of campus. Two fire/ service drives meeting the requirements of the International Fire Code will provide access to the north side of the school building. These routes will consist of paved access drives with concrete edging. General traffic and pedestrian circulation routes can be seen on Figure SD06. Oak Street Tunnel Based on discussions with the Building Design Committee, the Oak Street tunnel will be a precast tunnel located above the normal water table (as measured spring/summer 2017). The general tunnel configuration and preliminary details can also be seen on Figures SD07 and SD08. • 8’Hx10’W (minimum) precast tunnel (NPCA certified) capable of supporting HS20 traffic with no cover. • Tunnel joints to be wrapped and three sides of tunnel to have Miradrain Mat and CCW-525 waterproofing. • 1.5-inch base course backfill meeting MPWSS backfill within 24-inches of tunnel. • 6-inch slotted drain sloped to daylight on the north side of Oak Street. • Geogrid and fabric over the top of the tunnel to minimize differential settlement at crossing. • LED area lighting in the tunnel will be provided. Civil / Site Design 561 New Bozeman High School | Schematic Design 37 Street Lighting Cottonwood Road • Lights on east side of road only. • Light spacing of 140 feet. • 25-foot luminaire height. • 6-foot mast arm. • Powder coated. • 2’-0” x 4’-6” foundation with breakaway base. • Luminaire is high efficacy LED type II Distribution. Oak Street • Lights on north and south side. • Light spacing of 340 feet on each side. • 40-foot luminaire height. • 10-foot mast arm. • Powder coated. • 2’-0” x 4’-6” foundation with breakaway base. • Luminaire is Type 3S 180w LED. Roundabout Signals • 8 HAWK signals. One for each entrance and exit from the roundabout. • 8 Lights for roundabout lighting. • 40-foot lumen mount height. • 35 to 40-foot signal mast length. • 10-foot lumen mast length. • 2’-0” x 3’-0” luminaire foundation with breakaway base. • 2’-6” x 8’-0” signal base. • Pedestrian push buttons on all poles. • Three vehicle signal indications per signal mast (24 total). • Luminaire is Type 3S 180w LED. Civil / Site Design 562 New Bozeman High School | Schematic Design 38 REVISIONFIGURE DESIGNED BY: QUALITY CHECK: JOB NO.FIELDBOOK DRAWN BY: DATE: B16-100 SD NARRATIVE REV DATENOT F O R CONST R U CTI O N NEW BOZEMAN HIGH SCHOOLBOZEMAN, MONTANASCHEMATIC DESIGN CIVIL NARRATIVESITE GRADING AND DRAINAGEB16-100 9.5.17 .DWGSD04 CJC406.586.0277 • tdhengineering.comEngineeringOAK STREETCOTTONWOOD ROAD FLANDERS MILL ROAD Figure SD04 563 New Bozeman High School | Schematic Design 39 REVISIONFIGURE DESIGNED BY: QUALITY CHECK: JOB NO.FIELDBOOK DRAWN BY: DATE: B16-100 SD NARRATIVE REV DATENOT F O R CONST R U CTI O N NEW BOZEMAN HIGH SCHOOLBOZEMAN, MONTANASCHEMATIC DESIGN CIVIL NARRATIVEUTILITY PLANB16-100 9.5.17 .DWGSD05 CJC406.586.0277 • tdhengineering.comEngineeringOAK STREETCOTTONWOOD ROAD FLANDERS MILL ROAD Figure SD05 564 New Bozeman High School | Schematic Design 40 REVISIONFIGURE DESIGNED BY: QUALITY CHECK: JOB NO.FIELDBOOK DRAWN BY: DATE: B16-100 SD NARRATIVE REV DATENOT F O R CONST R U CTI O N NEW BOZEMAN HIGH SCHOOLBOZEMAN, MONTANASCHEMATIC DESIGN CIVIL NARRATIVESITE ACCESS AND CIRCULATIONB16-100 9.5.17 .DWGSD06 CJC406.586.0277 • tdhengineering.comEngineeringOAK STREETCOTTONWOOD ROAD FLANDERS MILL ROAD Figure SD06 565 New Bozeman High School | Schematic Design 41 3.15%-2.76% 0.50%2.00% -2.00%2.50% 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 27+86 TUNNEL ENTRANCE STRUCTURE TUNNEL SECTION SCHEMATIC REVISIONFIGURE DESIGNED BY: QUALITY CHECK: JOB NO.FIELDBOOK DRAWN BY: DATE: B16-100 SD NARRATIVE REV DATENOT F O R CONST R U CTI O N NEW BOZEMAN HIGH SCHOOLBOZEMAN, MONTANASCHEMATIC DESIGN CIVIL NARRATIVEPEDESTRIAN TUNNELB16-100 9.5.17 .DWGSD07 CJC406.586.0277 • tdhengineering.comEngineeringPROFILE VIEW - OAK STREET PLAN VIEW - OAK STREET OAK STREET COTTONWOOD ROADFLANDERS MILL ROADFigure SD07 566 New Bozeman High School | Schematic Design 42 QUALITY CHECK: DESIGNED BY: DRAWN BY: CAD NO. JOB NO. DATE: B16-100 SD NARRATIVE NOT FOR CONSTRUCTION NEW BOZEMAN HIGH SCHOOLBOZEMAN, MONTANA SCHEMATIC DESIGN CIVIL NARRATIVE PEDESTRIAN TUNNEL STRUCTURE DETAIL BJE 9.5.17 B16-100 FIGURE SD08 Figure SD08 567 New Bozeman High School | Schematic Design 43 Issued: Supersedes: FGC Control Panel for Low Pressure Sewer System (LPSS) Product Description In addition to the basic LPSS control line, Flygt also offers an automatic control that utilizes Flygt’s FGC211 controller which is designed for single pump installations and household usage. Automatic Control / Alarm Panel with FGC211 Controls will be provided for LPSS pump models 3068.170, 2.3 HP and 3068.175, 1.7 HP. These controls are designed for 230 Volts, 60 Hz, single phase and they are available in Simplex control type only. Controls consist of: • NEMA 4X Fiberglass Enclosure • Red Dome Alarm Light w/ Flasher • Audible Alarm with Push to Silence Switch • Power Distribution Components • Pump Motor / Control Circuit Breakers • Level Control Input Options** • Flygt FGC211 Simplex Pump Controller • UL 508A Listed and Labeled **Level control options include 1) Floats - start, stop, & high level 2) Flygt’s Open Bell system with LTU301 pneumatic sensor and 3) Floats with timed pump runs. All options sold separately. In addition, the following components are included for single phase power conversion to the pump: • A start capacitor which provides the additional torque required to get the rotor turning. • A run capacitor to provide running torque • Voltage or current sensitive relay to remove the start capacitor from the circuit once the motor has started. Flygt FGC Controller Features include: • Easy to use • Displays level, pump current, running hours, and number of starts • Maintenance Run • Alarm log Simplex Control with FGC for LPSS pumps Enclosure Dimensions: 14 in. x 12 in. x 6 in. Enclosure Mounting Dimensions: 14.75 in. x 10 in. ORDERING INFORMATION Part number: 14-530235 Simplex Control w/ FGC for 3068.170, 2.3 HP 3068.175, 1.7 HP 4/12 568 New Bozeman High School | Schematic Design 44 Landscape / Site Design Site Design The site design process began with the organization of desired program elements. These elements included parking areas, circulation routes, and recreation opportunities based upon the selected location of the school building. Based upon the learning street theme of the architecture, similar opportunities in the site were explored. See examples below. 569 New Bozeman High School | Schematic Design 45 Initially, three concepts, based upon the site program elements and building layouts, were presented to the Building Committee. These concepts are highlighted below. Core Concept Array Concept Radial Concept Landscape / Site Design 570 New Bozeman High School | Schematic Design 46 The Radial Concept was selected by the committee and revised to the following plan (as presented to the committee in August, 2017). See revised Radial Concept. Revised Radial Concept Landscape / Site Design 571 New Bozeman High School | Schematic Design 47 Landscaping Site landscaping includes lawn areas near the school, surrounding parking areas, in the central green space, and in areas outside of designated playfields. Landscaping will also include enhanced plantings in and near main school entry plazas. All planted areas will be irrigated. In an effort to reduce water demand for the site, some turf areas may be planted with a native, low-water seed mix. The low-water native grass would be used in peripheral areas such as detention ponds, areas outside of fire/service lanes at school, and areas not suitable for recreation purposes. Landscaping highlights include: • Enhanced areas at main entry(s) and potential learning street area to planting beds with a mix of native and adapted plant material. • Bio-swales and detention ponds along with other areas (not yet determined) that cannot be used for meaningful recreation areas – seeded grassland mix, 15-30% of open space areas. • Berms will be used at the central green space, as a screen for service areas, and as buffer from exterior roadways. Native fill from excavation of building and parking lots to be considered for berm structure. Top native fill with 12” of onsite topsoil. • Approximately 200 trees: 85% 1.5” caliper deciduous, 15% 4’-6’ height coniferous. Pedestrian Plazas Pedestrian plazas are primarily focused on three areas. See sketches below. • Site Learning Street – a path of outdoor gathering and learning spaces that link site elements, such as parking/drop-off areas and athletic fields, to the building. • Entry Plaza – the entry plaza will contain a colored/ textured concrete surface to visually enhance the space and reduce solar glare. Site furnishings will include waste receptacles, three flag poles, and outdoor seating. Enhanced landscaping will be incorporated. • North Plaza – the north plaza is adjacent to the art department and the library, connecting the Oak Street crossing to the north building entry. This plaza will contain colored concrete surface to visually enhance the space and reduce solar glare. Site furnishings will include waste receptacles, seating, enhanced landscape plantings, outdoor art, and lighting. Learning street concept sketches Landscape / Site Design 572 New Bozeman High School | Schematic Design 48 Bicycle Parking At the entry to the school, bicycle parking for 80 bikes will be incorporated. The basis of design is the Expo Series by Cora, surface mounted to concrete. Pedestrian Walks In addition to the plazas located at main building entries, a 6’ wide concrete walk will be added to connect points of the building egress to the ROW. As the building plan progresses these egress walks will be incorporated. Irrigation The intent of the irrigation system is to provide permanent underground irrigation to the entire site during the watering period of May 1st to September 30th. The site contains sports fields, enhanced plantings at the building entries, lawn areas, and 200 deciduous and coniferous trees. The sports fields are expected to use additional irrigation to maintain a safe playing surface. The basis of design for the irrigation system is to manage the entire system with automatic control valves that are operated by 2-3 decoder satellite controllers. This type of irrigation system will reduce the installation cost and will allow the school district to add and remove zones easily in the future without excessive trenching. The main controller will also utilize an on-site weather station to adjust irrigation based on site evapotranspiration rates. Water will be delivered using gear driven rotors in large turf areas and fields, and Matched Precipitation Rotors will be used on turf areas under 30’ in width. Planting areas will be watered via drip irrigation Irrigation Water Use: Turf and planting areas: 1,352,774 SF water use per week (gal): 1,738,557 Sports fields: 394,169 SF water use per week (gal): 581,077 Water use per month: 9.2 million gallons Annual water use (5 months): 46.3 million gallons The source of irrigation water is to be primarily taken from (2) 35 GPM (10 acre feet) wells capable of producing 6,446,880 gallons per year, the maximum allowed by the Department of Natural Resources and Conservation (DNRC). However, preliminary calculations show that water from the irrigation wells will only provide 14% of the total water needed for maintaining the site. Additional sources for irrigation are being considered. See Civil/Site Narrative for additional information on potential water sources. Rainwater Harvesting: Rainwater harvesting was explored to supplement the irrigation wells and to offset the cost of domestic water use. However, the water source is unreliable and the system will not produce enough water to meet the sites need for irrigation. Based on these findings, the design team will not further pursue rainwater harvesting for irrigation. Building roof area: 180,000 SF Average precept (June-Sept) : 7.66 in. Approximate rainwater harvesting vol. annually (gal) 839,160 Gal (1.8% of water needed) The cost of rainwater harvesting systems vary depending on the type of storage. Surface storage in the form of a pond, is the least expensive option, but it requires land area, additional site maintenance to keep water clean, and some water is lost to evaporation. Underground cisterns are the most expensive option, but cisterns store water safely and with the least amount of maintenance. A drawback of cisterns is the added cost for installation, nearly $2 per gallon. Landscape / Site Design 573 New Bozeman High School | Schematic Design 49 Domestic Water Use Domestic water use is not the preferred source for irrigation water because of its high cost for service installation and the high re- occurring cost of water. There is also a risk of the water cost increasing over time and a risk of water restrictions in times of drought. According to water rates for 2017, Government entities pay $1.74 per 100 CF (HCF). At this rate the High School will pay $18,600 per month for domestic water to supplement the irrigation wells, and service fees for the irrigation connections will be approx. $11,000 annually. See Civil/Site Design Narrative for additional information on the cost of domestic water and domestic water rights. Water conservation measures To reduce the demand for purchasing domestic water, the design team is looking at reducing the amount of Kentucky Bluegrass sod and replace it with a low water use native grass that is irrigated less frequently. The grass will be allowed to go semi-dormant during the heat of the summer and watered in the fall to reduce fire risk and increase the visual appeal of the school during the school year. The illustration on the right highlights 360,000 SF of turf that could be converted to low water native grass areas. With these areas as low water native grass, the demand for irrigation water for the season would be decreased by 9.2 million gallons, or 20% of the total irrigation water. Landscape / Site Design 574 New Bozeman High School | Schematic Design 50 Athletic Fields There are a total of 3 practice football fields, 2 softball fields, 1 soccer field and 1 football field planned for the site in the initial construction phase. See sketch above. Basis of design for the fields are as follows: • Practice football fields will be Kentucky Bluegrass seed on 6-8” of amended native top soil screened to remove larger stones. The practice fields will contain head to head irrigation coverage and will be crowned for adequate drainage. Subsurface drainage is possible but is not currently being considered for the practice fields due to the additional cost. • Soccer field will be Kentucky Bluegrass sod on a 6” sand base consisting of 70% course sand, 20% native soil, and 10% amendments. This will be placed on 6” screened native top soil with compost. The soccer field will be competition size according to MHSA standards. The field will contain head to head irrigation coverage and will be crowned for adequate drainage. Subsurface drainage system comprised of a geo-composite, prefabricated, water collection system and the associated water transport system will be incorporated in the base of the field. • Football field will be Kentucky Bluegrass sod on a 6” sand base consisting of 70% course sand, 20% native soil, and 10% amendments. This will be placed on 6” screened native top soil with compost. The football field will be competition size according to MHSA standards. The field will contain head to head irrigation coverage and will be crowned for adequate drainage. Subsurface drainage system comprised of a geo-composite, prefabricated, water collection system and the associated water transport system will be incorporated in the base of the field. New goal posts standards per the MHSA will be incorporated into the field. Lighting for the track and football field is being considered and is the highest priority for athletic lighting. Landscape / Site Design 575 New Bozeman High School | Schematic Design 51 • The competition softball fields will be Kentucky Bluegrass sod on a 6” sand base consisting of 70% course sand, 20% native soil, and 10% amendments. This will be placed on 6” screened native top soil with compost. The other field will be placed on 6-8” of amended native top soil screened to remove larger stones. The fields will be competition size according to MHSA standards with an outfield fence at 200’ from home plate. The field will contain head to head irrigation coverage and will be crowned for adequate drainage. Subsurface drainage system comprised of a geo-composite, prefabricated, water collection system (collection system) and the associated water transport system (transport pipe) will be incorporated in the base of the infield of the competition field. The softball fields will have 15’ backstops and a 4’ perimeter chain link fence chain with the upper rail of perimeter fence having a padded safety rail. Basis of design for the dugouts will be masonry walls with metal roofs. Lighting on the softball fields is the second priority for athletic field lighting. Track and Field The basis of design for the track is an eight lane, equal quadrant, running track with room to expand to 10 lanes. The track is to be an asphalt base with concrete curbs designed per geotechnical report recommendations. Two options are being considered for the track surfacing: • High end option = Mondo surface. • Mid-range = ½” rubberized surface. Interior track areas and ends will receive the same track surfacing for high jump and pole vault areas. The track area will be surrounded with a 4’ safety chain link fence. The track will have a slot and grate drainage system around entire interior of track. Field events will include: • Two protection cages composed of 15’ tall chain link fencing and concrete throw pad for discus. • Two shot put throwing pads with sand throwing areas edged with concrete curbs. • Two long jump lanes composed of concrete or asphalt base with track surfacing. • Two boards for boys and girls long jump and triple jump and a sand jump pit edged with concrete curb. • One pole vault box will be located on the infield of the track and surrounding surface will be rubberized to match track surface. Lighting for the track and football field is being considered and is the highest priority for athletic field lighting. An area for grandstands is to be designated. Grandstands are not a part of the initial construction phase. The entire athletic area south of the Annie Street is to be fenced with a 6’ height chain link fence. The total fencing will be approximately 4,000 LF. Tennis The site will contain eight tennis courts built to MHSA standards. Multiple base and surface coatings are being considered. • High end = post tension concrete with color coating • Mid-range - standard concrete or asphalt with color coated surface The tennis areas will be surrounded with 10’ chain link fencing. Lighting on the tennis courts is the third priority for athletic lighting. Landscape / Site Design 576 New Bozeman High School | Schematic Design 52 Outdoor Storage/Built Areas Small structures on site will be required for the athletic programs. Potential site elements include: • Storage shed near track and field to house equipment. Unconditioned metal structure, to 1,800 SF. • Storage shed near tennis courts for equipment. Unconditioned metal structure, 150 SF. • A CMU comfort station with ticketing/storage/concessions/ restrooms adjacent to the track and football field, 2,000 SF. Electrical Exterior lighting will be designed with full cutoff fixtures to meet the requirements of local building codes and to minimize glare on adjacent residential areas. Lighted areas will include parking areas, vehicular circulation routes, drop zones, service yards (as needed), and main pedestrian routes. • Lighting (Activities) – Priority is the track area (stadium style). If budget allows – one softball field and then tennis area. • Transformer: 7’x7’ concrete pad at main building. 4’ clearance on sides (if not by windows/doors). 10’ in front or near windows/ doors. • Transformer: 5’x5’ concrete pad located near comfort station • Transformer: 5’x5’ concrete pad located near track (if located away from comfort station) • Generator: 12’x8’ concrete pad. Near main transformer. Landscape / Site Design 577 New Bozeman High School | Schematic Design 53 Structural Design Structural Systems Analysis The New Bozeman High School building consists of three wings around a central core area. The classroom wing to the west is three stories, the north wing is two stories with some vaulted shop spaces, and the gymnasium/auditorium wing is one story with roof heights ranging from 14-ft to 40-ft. The structural system at the Schematic Design (SD) level that is being considered is as outlined below. As we move into Design Development (DD), these systems will be further refined along with the other consultant’s design documents. Building Code • 2012 International Building Code (IBC) and Amendments • ASCE 7-10 Minimum Design Loads for Buildings and Other Structures Loading & Design Criteria Roof Snow Loads • Design Roof Snow Load = 35.4 psf (plus drift as applicable) • Ground Snow Load = 46 psf • Importance Factor (I) = 1.10 Design Loads • Dead Load = weight of structure • Roof Live Load = 20 psf (reduced as applicable) • Floor Live Load: • Classrooms = 40 psf • First Floor Corridor = 100 psf • Second/Third Floor Corridor = 80 psf • Mechanical Mezzanine = 125 psf Wind Criteria • Basic Wind Speed = 120 mph • Risk Category = III • Exposure Category = C • Importance Factor (I) = 1.0 Seismic Criteria • Risk Category = III • Importance Factor (I) = 1.25 • Design Spectral Response Accelerations: • Sds = 0.595 • Sd1 = 0.281 • Site Class = D • Design Category = D Structural Systems Gravity Systems Gravity resisting systems will consist of steel and concrete decking supported by structural steel beams and columns. Roof framing will consist of light gage steel decking supported on steel open web joists and structural steel beams and columns. Standard steel wide flange shapes will support the elevated floor decks. The majority of floor beams and girders will be reinforced with composite welded studs and cambered to reduce the tonnage of steel required, and subsequently the cost of the steel materials. At the steel framed areas, exterior walls are anticipated to be cold formed metal studs. Where possible, exterior walls will be balloon framed with the steel structure inset from the wall framing which is typically more economical. In locations where the steel structure cannot be inset from the exterior walls will be platform framed and the structural steel beams and columns will be within the wall pack. A steel framed mechanical mezzanine will be constructed above the third floor of the classroom wing. The extents of this area will be further investigated based on the mechanical system and layout for the building. At the gymnasium areas, long span steel open web joists would be used for the roof framing and would be supported on concrete masonry walls or pre-cast concrete wall panels. 578 New Bozeman High School | Schematic Design 54 Due to unique geometry and openness of the core and covered entry areas, it is anticipated that these areas may require some larger custom steel elements to achieve the large clear spans and cantilever components in these locations. The following can be used for estimating purposes: • Typical bay size for steel framed floor areas of 30-ft x 40-ft. Anticipated girder size of W24x76 with W16x26 beams spaced at 8-ft on center. • Typical roof framing to consist of 20K3 joists at 6-ft on center supported on W18x40 girders. • Elevated floor slabs to consist of 4-in lightweight concrete topping on 2-inch Type VLI composite metal decking (6-inch total thickness). • Roof deck to consist of 1.5-inch Type B metal roof decking. • Typical exterior wall framing to consist of 600S162-54 metal studs at 16-inch on center spacing. • Wall construction at gymnasiums anticipated to be 12-inch reinforced masonry walls or 10-inch pre-cast concrete wall panels. (size based on 40-ft wall height with a 4-ft parapet). • For three-story areas, interior columns to be HSS8x8 or W10x sections and perimeter columns anticipated to be HSS6x6. For one and two-story areas, interior columns to be HSS7x7 or W8x sections and perimeter columns anticipated to be HSS5x5. • Long span roof joists at competition gymnasium to consist of 120SLH22 steel open web joists at 6-ft on center spacing (size based on a 172-ft clear span). Larger joists may be required at intermediate locations to support scoreboard or other suspended equipment. • Long span roof joists at practice gymnasiums to consist of 72DLH17 steel open web joists at 6-ft on center spacing (size based on a 100-ft clear span). • Long span roof joists at auditorium to consist of 60DLH17 steel open web joists at 6-ft on center spacing (size based on a 93-ft clear span). Lateral Framing Systems As the building lies in a seismically active area, the Main Lateral Force Resisting System (MLFRS) will be a structural steel system detailed for the requirements of the current AISC Seismic Design Manual. We anticipate the MLFRS to be mainly comprised of Steel Special Concentrically Braced Frames with a combination of single-story ‘X’ and two-story ‘X’ configurations (braces form an inverted “V” on the first floor and a “V” on the second floor). At the gymnasium locations, concrete masonry or pre-cast concrete shear walls will be used as the lateral elements. Braced frames will consist of wide flange beams, wide flange or HSS columns and HSS or pipe braces, which will be sized for the minimum static equivalent seismic loads so that gussets and frame bases may be detailed as economical as possible. Wind loads will be resisted by the same MLFRS elements as seismic loads. Out of plane loads are resisted by the exterior steel stud walls, curtain window wall systems, or structural mullion systems at large curtain wall or storefront window areas. Structural Design 579 New Bozeman High School | Schematic Design 55 Foundation Systems A conventional shallow foundation system is anticipated for the building with continuous strip footings and foundation walls at exterior wall lines with spread footings and concrete pilasters at column locations. Bottom of all exterior footings shall be located 42 inches below grade to meet the frost protection requirements based on the Geotechnical report. The main level of the structure is anticipated to be a conventional slab-on-grade construction with site preparation recommendations base on the Geotechnical report. The following can be used for estimating purposes: • f’c = 4,500-psi for footings, walls, and pilasters. • Typical perimeter walls to be 8-in concrete foundation walls with a continuous 2-ft wide by 10-in deep strip footing. Wall thickness may increase to support veneer where applicable. • Spread footings beneath interior columns anticipated to be 9-ft square by 14-in deep at two-story spaces and 12-ft square by 18-in deep at three-story spaces. Spread footings beneath perimeter columns anticipated to be 7-ft square by 12-in deep at two-story spaces and 8-ft square by 14-in deep. (Larger footings may be required at braced frame locations) • Strip footings beneath gymnasium walls anticipated to be 3-ft wide by 12-in deep. • Typical slab-on-grade thickness anticipated to be 4-in and reinforced with welded wire mesh or #4 rebar. At gymnasium and shop areas slab thickness anticipated to be 6-in to 8-in depending on the design loads. • Interior non-bearing walls would not require a footing. Structural Design 580 New Bozeman High School | Schematic Design 56 Mechanical Design Mechanical Systems Analysis Heating, Ventilation, and Air Conditioning Codes & Standards As of January 12, 2015, the City of Bozeman and the State of Montana have adopted the 2012 International Codes with the Administrative Rules of the State of Montana modifications. The most current codes, as adopted by the City of Bozeman and the State of Montana at the time of the permit submission, will be used for the Basis of Design. The following codes and standards are currently applicable to the design: • 2012 International Building Code (IBC) • 2012 International Mechanical Code (IMC) • 2012 International Fuel Gas Code (IFGC) • 2012 International Energy Conservation Code (IECC) • 2012 Uniform Plumbing Code (UPC) The following standards are applicable in addition to any other local requirements: • Sheet Metal and Air Conditioning Contractors National Associations (SMACNA) • Underwriters Laboratories (UL) • American Society of Heating, Refrigeration, and Air Conditioning Engineers (ASHRAE) • Occupational Safety & Health Administration (OSHA) • The mechanical system will have System Commissioning specified and performed according to the 2012 International Energy Conservation Code Outdoor Design Criteria Summer: • Elevation: 4,800’ • 95° F dry bulb • 63° F wet bulb Winter: • -21° F Indoor Design Conditions Conditioned Areas: • Summer: 75° F • Winter: 70° F Heating, Ventilation and Air Conditioning Modern schools require mechanical systems designed to provide our children the best learning environment possible. The heating, ventilation, and air conditioning (HVAC) systems must be capable of delivering uniform temperatures, controlling humidity, and maintaining high indoor air quality with minimum background noise. All of these factors must be balanced with energy efficiency, complexity, serviceability, and first costs. There are many types of systems capable of meeting the needs of the new Bozeman High School. The following paragraphs describe the various central plant and terminal systems currently under consideration. Final system selection will be the most cost effective system determined through life cycle cost analysis and energy modeling. Central Plant Option 1: Open Loop Ground Source An open loop ground source is CTA’s recommended central plant for the New Bozeman High School. The open loop ground source would take advantage of the ground water underneath the high school as a source of heating and cooling energy. Ground water is extracted via production wells and then goes through an energy exchange at a heat exchanger creating heating and chilled water for the school. The system would consist of production wells from which ground water is extracted, a plate and frame heat exchanger that decouples the well water from the building heating and cooling water loop, a re-injection well that allows the water to be injected back into the aquifer, and the associated submersible pumps and piping for the system. The number and depth of the wells cannot be determined until a test well is developed and analyzed. Additionally, a sand filter may be required if the test well analysis determines it necessary. The system flow is estimated at 2,000 gpm and is sized to cover the heating and cooling load for the areas of the school served by the terminal units. The piping to and from the wells and the building will be buried welded steel or fusion welded plastic pipe. The piping inside the building will be insulated and constructed of steel with mechanical joints or fusion welded plastic. 581 New Bozeman High School | Schematic Design 57 The plate and frame heat exchanger will be sized for the ground source flow and the energy balance of the system with a 3 degree approach and 50% additional plate capacity. An additional design option under consideration is to use water- to-water heat pumps to provide heating and chilled water to all of the stand-alone HVAC systems in the building. These spaces will be discussed in further detail later in this narrative but they include the gymnasiums, the auditorium, the Career Technology Education spaces, and the ventilation units for the classrooms. This water-to- water heat pump strategy would utilize modular heat pumps coupled to the open loop ground source to provide 120 degree glycol heating water to hydronic coils located in the air handling units. The three (3) heat pumps would be 2,000 MBH each. The modular design would allow the heat pumps to cover the minimum heating loads of the unoccupied spaces or increase production to handle the maximum ventilation load of the classrooms or a full capacity gymnasium. All of the individual spaces in the building will be on demand control ventilation so the heat pumps would be able to react to handle the fluctuations in the connected loads. This strategy lowers cost by reducing our connected capacity significantly while operating at a high efficiency. This option is only applicable if the ground source loop is utilized. Central Plant Option 2: Traditional Plant Heating The heating fuel source for the building will be natural gas supplied by the public utility company. The gas will be piped underground into the building to the mechanical room to serve high-efficiency, condensing water boilers. The boiler total capacity will be 3,700 MBH which exceeds the 400 MBH limit defined by code for a non-fire rated room. Therefore, the mechanical room will be required to have fire rated walls according to the IBC 2012. The number of boilers and operational configuration has not been determined, but redundancy in the system is required. End suction centrifugal pumps with high efficiency motors and Variable Frequency Drives will be installed for circulating heating water to the terminal units throughout the building. The pumps will be sized to provide 100 percent of the calculated building heating water flow rate and redundant backup. Hydronic system accessories will include an expansion tank, air separator, and chemical feeder. Heating water piping will be copper with soldered fittings in sizes 2 inches and smaller. Piping 2-1/2 inches and larger will be Schedule 40 steel with grooved “Victaulic” type fittings. Formed fiberglass pipe insulation with All Service Jacketing (ASJ) will cover the entire piping system. Cooling A 300-ton fluid cooler will be pad mounted outside of the building. This fluid cooler will provide chilled water to the terminal units throughout the building. The chilled water loop between the fluid cooler and the central mechanical room will be 35% glycol. The chilled water loop throughout the building will not contain glycol. A plate and frame heat exchanger will separate the two chilled water loops. A single pump will serve the fluid cooler. The piping from the fluid cooler to the building will either be buried or routed above grade depending upon the final location of the fluid cooler. End suction centrifugal pumps will serve the chilled water systems in the building as well. Typical hydronic accessories such as an expansion tank, air separator, glycol feeder, and chemical feed tank will be provided for the chilled water system. Freeze protection will be provided by using a solution of 35 percent propylene glycol and 65 percent de-ionized water. Chilled water piping will be copper with soldered fittings or fusion welded plastic in sizes 2 inches and smaller. Piping 2-1/2 inches and larger will be Schedule 40 steel with grooved fittings or fusion welded plastic pipe. Fiberglass pipe insulation with vapor barrier and All Service Jacketing will cover the piping system. Mechanical Design 582 New Bozeman High School | Schematic Design 58 Heating and Cooling Terminal Units In addition to the two central plant options under consideration for the high school, three terminal unit systems are under consideration to handle the space heating and cooling in areas such as the classrooms, circulation areas, and offices. All three terminal unit options under consideration can be integrated into either plant option ultimately decided upon. CTA recommends a Water Source Variable Refrigerant Flow terminal system for the New Bozeman High School. Terminal Unit Option 1: Water Source Variable Refrigerant Flow (WSVRF) Individual WSVRF terminal units will serve each classroom allowing simultaneous heating and cooling of different rooms or zones. The terminal units will be 24,000 btuh, medium static, ducted, concealed ceiling style. Manufacturer’s include Daikin, LG, or similar. The WSVRF terminals will be connected via insulated refrigerant pipe to a multi- port selector box that allows heat recovery and simultaneous heating and cooling for all units. The terminal units will be provided with a factory filter box and a condensate pump. The condensate piping will be PVC. Air will be distributed through the space via insulated supply ductwork and lay-in diffusers. The return ductwork will be uninsulated. The WSVRF outdoor units (condensing units) will be connected to the selector boxes via insulated refrigerant piping and to the plate and frame heat exchanger via fusion welded plastic pipe. If the open loop ground source central plant option is selected, the WSVRF will not require additional modification of the source water to be utilized as the energy source for the building. The connection ratio of the outdoor units will not exceed 130%. The outdoor units will be located in either small, distributed mechanical rooms throughout the building, or in a larger mechanical space in the attic space. Terminal Unit Option 2: Active Beams Each classroom will be conditioned with a series of active beams. The number and size of the beams is determined by the occupancy and physical footprint of the classroom. The total capacity of the beams for a typical class room will be 24,000 btuh. The beams will have four pipe connections to allow for simultaneous heating and cooling of the spaces. The active beams will have a primary air duct connection for primary ventilation air. The primary ventilation air will be distributed via uninsulated, metal supply duct. The heating and chilled water piping will be insulated steel with mechanical joints for piping over 2-1/2” and insulated copper or insulated welded plastic pipe for piping 2” and smaller. If the open loop ground source central plant is chosen as the basis of design, a water-to-water heat pump will be required to increase the ground water temperature to an appropriate heating water temperature of 120 degrees Fahrenheit. The water-to-water heat pump would have 3,800 MBH capacity. This same heat pump would temper the chilled water supply so that it is maintained above the space dew point at all times. Terminal Unit Option 3: 4-Pipe Fan Coil Each classroom will be conditioned with a fan powered 4-pipe coil. The total capacity of the fan coils for a typical class room will be 24,000 btuh. The fan coils will have four pipe connections to allow for simultaneous heating and cooling of the spaces. The ventilation air will be distributed via uninsulated, metal supply duct. The ventilation ductwork will terminate at the return duct work for the fan coil. The heating and chilled water piping will be insulated steel with mechanical joints for piping over 2-1/2” and insulated copper or insulated welded plastic pipe for piping 2” and smaller. The 4-pipe fan coil unit will have PVC condensate piping. If the open loop ground source central plant is chosen as the basis of design, a water-to-water heat pump will be required to increase the ground water temperature to an appropriate heating water temperature of 120 degrees Fahrenheit. The water-to-water heat pump would have 3,800 MBH capacity. Mechanical Design 583 New Bozeman High School | Schematic Design 59 Stand Alone HVAC Systems In a building as large as the new high school, a single HVAC system is seldom capable of handling all the spaces defined within. This requires a design that focuses on the needs and utilization of these specific areas on a case by case basis. The most efficient systems can then be selected based on that specific need. These individual areas and systems are outlined below. Gymnasiums The competition gymnasium and the two (2) auxiliary gymnasiums will be conditioned with separate fan systems from the rest of the building. For the competition gymnasium, two (2) new indoor split air handling units suspended from the structure with remote DX condensing units located on the roof will be provided. Each unit will be provided with a natural gas heating section, dx cooling coil, a plenum fan, and MERV 8 pleated filters. Each unit will be sized to provide 12,000 cfm of outdoor air, 1,400 MBH of heating, and 35 tons of cooling. The air conditioning is only designed to temper the ventilation air, not fully cool the space. A demand controlled ventilation sequence with carbon dioxide sensors located in the space will be implemented. In addition, several destratification fans (similar to the Airius models) will be installed near the ceiling to help with circulating air through the space during large events. Each auxiliary gymnasium will be conditioned with its own indoor split air handling unit suspended from the structure with a remote DX condensing unit located on the roof above. Each unit will be provided with a natural gas heating section, DX cooling coil, a plenum fan, and MERV 8 pleated filters. Each unit will be sized to provide 3,500 cfm of outdoor air, 670 MBH of heating, and 10 tons of cooling. The air conditioning is only designed to temper the ventilation air, not fully cool the space. A demand controlled ventilation sequence with carbon dioxide sensors located in the space will be implemented. In addition several destratification fans (similar to the Airius models) will be installed to help with circulating air through the space during large events. Ductwork in the gym areas shall be exposed galvanized spiral ductwork with duct mounted diffusers similar to Krueger DMDGR model. Fabric ducts similar to Ductsox may also be utilized. Return grilles shall be heavy-duty type located between 6 and 12 inches above finished floor in locations coordinated with architecture. Auditorium A roof mounted air handling unit located in a mechanical penthouse will serve the auditorium. The unit will have a 700 MBH indirect gas fired heating section and 40 ton direct expansion cooling coil with remote condensing unit located on the roof. The unit will be equipped with full air side economization and powered relief. There will also be a flat plate energy recovery unit on the return and outdoor air ductwork to temper the ventilation air. The exterior of the penthouse will be sheathed in Solarwall paneling, from which the ventilation air will be drawn. This will allow us to preheat the ventilation air when the conditions are favorable, or bypass the Solarwall when preheating is not necessary. The supply air for the auditorium will be distributed via ductwork located in the architectural voids and wall cavities of the space. The air will be introduced low in the auditorium, near the floor in a displacement ventilation strategy. Air velocities will be kept low so that sound is not an issue. The return duct will be located high in the auditorium. Ventilation air will be controlled by wall mounted carbon dioxide sensors using a demand control ventilation strategy. Commercial Kitchen The new Bozeman High School will be fitted with a prep kitchen modeled closely after the commercial kitchen located at the existing high school. The existing high school kitchen is equipped with two (2) Type 1 kitchen hoods. The two (2) required Type 1 hoods will be equipped with integrated fire suppression systems and integrated make-up air. The hoods will also be provided with Demand Control Ventilation (DCV). The grease duct will be either double wall containment type with minimum clearance to combustibles or code constructed metal duct with fire wrap. The exhaust duct will be sloped and have access doors and cleanouts per code. The exhaust duct will terminate at roof mounted up-blast fans. The make-up air system will be interlocked with the DCV system so that when the hood is in operation the make-up air unit will run and supply make-up air to the perforated plenum at the front of the Type 1 hood. There will be three (3) type 2 kitchen hoods located throughout the kitchen. These do not require integrated fire suppression systems or make-up air. The exhaust duct will be uninsulated, galvanized sheet metal ducts that run from the hood to roof mounted, up-blast exhaust fans. Mechanical Design 584 New Bozeman High School | Schematic Design 60 Metal Shop A welding fume exhaust system will be provided in the welding shop area. Make-up air will be handled by a direct fired natural gas air handling unit mounted high in the space that is interlocked with the welding fume exhaust system. General welding shop exhaust and ventilation air will be provided by an air handling unit hung high in the space with a cross plate heat exchanger to utilize heat recovery. The unit will also have a direct fired gas heating coil to bring the discharge temperature up to room neutral conditions. The unit will supply approximately 2,000 CFM of ventilation air while exhausting a slightly higher amount. This will both reduce the amount of gas heat required and keep the space negatively pressurized so that odors and contaminants do not leak out into adjacent spaces. Heating for the space will be provided by two (2) gas fired direct vented radiant tube heaters in the 50,000 BTU/H range hung overhead. Auto Shop An overhead vehicle exhaust system will be provided. Make-up air for vehicle exhaust will be from a direct fired natural gas air handling unit mounted high in the space. General auto shop exhaust and ventilation air will be provided by an air handling unit hung high in the space with a cross plate heat exchanger to utilize heat recovery. The unit will also have a direct fired gas heating coil to bring the discharge temperature up to room neutral conditions. The unit will supply approximately 2,000 CFM of ventilation air while exhausting a slightly higher amount. This will both reduce the amount of gas heat required and keep the space negatively pressurized so that odors and contaminants do not leak out into adjacent spaces. Heating for the space will be provided by two (2) gas fired direct vented radiant tube heaters in the 50,000 BTU/H range. Wood Shop A dust collection exhaust system will be provided to remove wood and dust particles from the space. Exhaust from a standalone paint booth system will be routed to an exhaust fan located on the roof. Make-up air for both will be handled by a direct fired natural gas air handling unit mounted high in the space. General shop exhaust and ventilation air will be provided by an air handling unit hung high in the space with a cross plate heat exchanger to utilize heat recovery. The unit will also have a direct fired gas heating coil to bring the discharge temperature up to room neutral conditions. The unit will supply approximately 2,000 CFM of ventilation air while exhausting a slightly higher amount. This will both reduce the amount of gas heat required and keep the space negatively pressurized so that odors and contaminants do not leak out into adjacent spaces. Heating for the space will be provided by two (2) gas fired direct vented unit heaters in the 50,000 BTU/H range hung overhead. Ventilation System Ventilation air for the terminal units will be provided by two (2) air handling units located in mechanical pent houses on the roof. The two (2) 15,000 cfm ventilation units will be equipped with 1,460 MBH indirect fired natural gas heating sections and with 30 ton direct expansion cooling coils. The ventilation units will have an energy recovery wheel to pre-treat the ventilation air. Additionally, the outdoor air will be pre-treated by drawing the air through a Solarwall, so that when outdoor conditions are favorable the ventilation air will be heated. A series of ductwork and dampers will either bypass or blend the air pretreated by the Solarwall prior to it being drawn into the building. The ventilation air will be conditioned to a room neutral condition. The classroom spaces will be equipped with carbon dioxide sensors and zone dampers, so that when the classrooms are not in use the ventilation units can modulate down reducing utility usage. Bathroom exhaust and the building relief air will be ducted back to the ventilation units and then exhausted out of the building. With this strategy, spaces requiring exhaust such as bathrooms and janitor’s closets will not require additional exhaust fans. Mechanical Design 585 New Bozeman High School | Schematic Design 61 Temperature Controls The temperature controls contractor will provide digital controls (DDC) for the terminal units, ventilation units, stand-alone units, Energy Recovery Units, and all associated pumps and accessories. The system network and control shall be arranged to support all new HVAC equipment. Mechanical Design 586 New Bozeman High School | Schematic Design 62 Plumbing Design Plumbing Systems Analysis Codes & Standards All design and construction work shall comply with all applicable building codes, standards, and ordinances adopted by Government, State and local jurisdictions in effect at the commencement of construction activities. The current codes applicable to the plumbing systems are: • 2012 Uniform Plumbing Code as amended by the State of Montana • 2012 International Fuel Gas Code as amended by the State of Montana Domestic Water Service The domestic water service will be provided by the City of Bozeman. Preliminary calculations estimate a 4” service will be required. A separate domestic service will run in parallel with the fire service and enter a shared entrance room. The water entrance will have a meter and reduced pressure principle backflow preventer. Sanitary Sewer System The building is large enough that there will likely be two or three outlets from the various areas of the building. The sanitary sewers will gravity flow below the main floor slab towards the north, where they will collect and connect to a new sewer tap that is part of the site utilities and is connected to the City of Bozeman municipal sanitary sewer system. (See the site utility narrative for additional information.) Grease Waste Sewer System The kitchen will utilize commercial cooking appliances and equipment and will very likely produce grease so a grease waste system will be installed to serve the kitchen. A separate grease waste sewer line from the kitchen will exit the building and run to an exterior grease interceptor. Acid Waste System An acid waste and vent system will be installed to serve the sinks in the chemistry rooms. The waste piping will collect and discharge into an acid neutralization tank which will be located in a storage room. The outlet of the neutralization tank will then connect to the sanitary sewer system. The acid vent system will be routed separately to the roof. Roof Drain/Storm Sewer System Cast iron body roof drains with aluminum strainers will be used for the primary and overflow roof drains. The rainwater leaders and overflow leaders will be installed in tandem and will collect several drains in various areas of the building. Rainwater leaders will collect and drop as risers in several areas around the perimeter of the building and then will run below grade to connect to the perimeter storm drainage system installed by the site utilities. This perimeter storm drainage system will discharge to the storm water retainage areas on the north side of the school. (See the Civil/Site Design Narrative for additional information.) The overflow leaders will collect and drop as risers in several areas around the perimeter of the building and then will discharge above grade with downspout nozzles. Natural Gas System The natural gas service will be obtained from NorthWestern Energy. A new gas meter will be installed outside the building in a location to be determined during design development. The estimated gas load is difficult to determine at this time because a final decision on the HVAC system has not been made. The load could range from a low of approximately 5 MMBtu/hr to a high of 20 MMBtu/hr. If boilers are not needed for the HVAC system, the connected gas load will be on the lower end. Natural gas will likely be used for the domestic water heaters; gas fired kitchen appliances and equipment; commercial clothes dryer(s), lab gas outlets in the science rooms; the art lab kilns; and the emergency generator. Domestic Hot Water Domestic hot water will be generated from high efficiency, gas fired, water heaters. During the design development phase two options for domestic hot water production will be reviewed in more detail: (1) a central domestic hot water plant with two primary water heaters and a storage tank with hot water branches and recirculation piping installed throughout the entire building; and (2) a decentralized system with domestic water heaters strategically located in 4 to 5 locations throughout the building serving smaller areas. Also during the design development phase, further analysis will be performed to determine if possibilities exist to utilize waste heat from the HVAC system to preheat domestic hot water, or if sharing a boiler with the HVAC system is viable if it increases the overall building efficiencies. 587 New Bozeman High School | Schematic Design 63 The domestic hot water will be stored at 140°F for health purposes and a master mixing valve will be used to produce 115°F for the majority of plumbing fixtures. The kitchen, the laundry, and select mop sinks will be piped with 140°F water. Domestic hot water circulation pumps utilizing high efficient EC motors will be used to circulate the domestic hot water to minimize the amount of time it takes hot water to reach the fixtures. Plumbing Fixtures Toilet Rooms Water closets and urinals will be wall mounted, vitreous china fixtures. The lavatories will be vitreous china, either wall hung if stand alone or under-mount if in a countertop. Prefabricated solid surface wash fountains and lavatories will also be considered in the large toilet rooms. Fixtures will be equipped with battery powered infrared sensor operated flush valves and faucets. The restrooms will be ADA accessible. Chemistry Classrooms The chemistry rooms will have sinks formed into the resin laboratory countertops. These sinks will connect to the acid waste and vent system and have typical lab style laminar flow faucets. Lab gas outlets will also be located in the room. An emergency shower/eyewash will be located in each chemistry classroom. Science Classrooms Each science classroom will have a single bowl, stainless steel sink with a gooseneck faucet. Teacher Planning Rooms Each teacher planning room will have a single bowl, stainless steel sink with a gooseneck faucet Art Labs The art labs will have thermoplastic resin sinks with gooseneck faucets and plaster traps. Floor drains with integral plaster traps will also be used. Photo/Graphics Lab The photo/graphics lab will have stainless steel sinks with gooseneck faucets. The dark room will use stainless steel sinks designed for photo developing. FCS Prostart Lab The FCS prostart lab will have multiple double bowl, stainless steel sinks with gooseneck faucets. A washer box will also be provided to connect to a clothes washing machine. Main Kitchen The main kitchen will be designed by the kitchen food service consultant. Domestic hot and cold branches will be extended all kitchen fixtures and equipment as required. Floor sinks and floor drains will be provided per direction from the consultant. A washer box will also be provided to connect to a clothes washing machine. CTE Shops Prefabricated solid surface wash fountains will be used in the auto shop and metal shop. An emergency shower/eyewash will be located in the auto shop, metals shop, and wood shop. The auto shop will also have trench drains connected to a sand/oil interceptor. A central air compressor will be installed and compressed air will be piped to the auto shop, the metals shop, the wood shop, and to the architecture/ engineering lab. The architecture/engineering lab will also have a single bowl, stainless steel sink, with gooseneck faucet with an emergency eyewash. Music Area The music plaza area will have a drinking fountain with bottle filler, and a deep, single bowl, stainless steel sink with gooseneck faucet for instrument cleaning. Plumbing Design 588 New Bozeman High School | Schematic Design 64 Gymnasium Area Group shower rooms in the locker rooms will use stainless steel column showers or stainless steel wall mounted shower units. Individual shower rooms will use single piece fiberglass showers. All shower heads will use low flow heads at 1.5 gpm. The training room will be designed to accommodate therapy tubs and an ice maker. The laundry room will be designed to serve a commercial clothes washing machine and will have a trench drain for the washing machine to drain into. Special Education The special education areas will have ADA compliant combination toilet and shower rooms. The life skills area will have a washer box for a residential style clothes washing machine and a double bowl, stainless steel sink with gooseneck faucet. Other Fixtures and Equipment Dual height, ADA compliant drinking fountains will be installed near the main toilet groups and will incorporate a bottle filler. A floor mounted mop sink will be located in all janitor closets. Exterior wall hydrants will be located in strategic spots around the building. A sump pump operated by a remote switch will be installed in the elevator pit to meet the elevator code. Plumbing Piping Materials Drain-Waste-Vent (D-W-V) Piping: Waste and vent piping below ground will be schedule 40 PVC. Waste and vent piping above ground in occupied areas and/or in ceiling return air plenums will be no-hub cast iron. Waste and vent piping above ground in mechanical and storage areas will be either no-hub cast iron or PVC. Rainwater Piping: Rainwater leader and overflow piping above ground in occupied areas and/or in ceiling return air plenums will be no-hub cast iron. Waste and vent piping above ground in mechanical and storage areas will be either no-hub cast iron or PVC. Rainwater leader piping below ground will be schedule 40 PVC. Grease Waste Piping: Grease waste piping below ground will be schedule 40 PVC. The branch and main serving the commercial dishwasher will be schedule 40 CPVC or no-hub cast iron. Acid Waste and Vent Piping: Acid waste and vent piping will be Polypropylene, PVDF, or CPVC rated for acid waste service. Domestic Water Piping: Domestic water piping will be type “L” copper tubing or PEX-a tubing. Natural Gas Piping: Gas piping will be schedule 40 black steel pipe. Gas piping larger than 2” or concealed in a wall or above the ceiling will be welded; 2” pipe and smaller will be threaded. Compressed Air Piping: Compressed air piping will be schedule 40 black steel pipe. Plumbing Design 589 New Bozeman High School | Schematic Design 65 Pipe Insulation All domestic cold water, hot water, and hot water return piping throughout the building will be insulated with 1” thick fiberglass or flexible elastomeric insulation. Rain water and overflow leaders will also be insulated with 1” fiberglass insulation or flexible elastomeric to dampen sound and minimize condensation potential. Special Systems and Equipment A water softener is not anticipated to be used. No other special systems such as medical gas or RO water are anticipated. Sustainable Design Features Low flow flush valves, faucet aerators, and shower heads will be utilized to minimize water use and maximize water efficiency. A high efficiency, gas fired water heater will be used for domestic hot water Plumbing Design 590 New Bozeman High School | Schematic Design 66 Fire Protection Systems Analysis Codes and Standards The New Bozeman High School shall be fully sprinklered according to the 2012 International Building Code (IBC), 2012 International Fire Code (IFC), and installed per National Fire Protection Association (NFPA) 13 (2013) & NFPA 14 (2013). The sprinkler system will consist of a wet system throughout all conditioned spaces. A dry system will be provided within any attic and any exterior overhangs. Quick response (QR) sprinklers shall be utilized. All piping will be concealed where possible and sloped to drain back to the riser. Additional auxiliary drains may be required to completely gravity drain the system. A Class I standpipe will be proved for fire department use. Water Supply The sprinkler system will be supplied by a new 6” ductile iron or C900 fire water service line fed from a new looped water distribution main around the building. The building square footage is large enough, with five fire areas anticipated, resulting in a minimum of 6 fire sprinkler zones anticipated. The fire water flow data was obtained from fire hydrant #2501 in October of 2016. The flow and test hydrants are located near Meadowlark School. The static pressure of the hydrant was observed to be 78 PSI with a residual pressure of 73 PSI flowing 1240 GPM. This results in an IFC available fire-flow of 4,658 GPM at 20 PSI residual pressure. The required fire-flow for a type II-B building of 305,000 square feet is 2,000 gpm minimum. The available fire-flow is 4658 gpm. Preliminary calculations indicate that a 4” zone feed mains will provide the required flow and pressure to the most remote sprinkler design area. A fire pump is not intended and preliminary calculations indicate one will not be required. Fire Hazard Occupancy The following areas will be classified as light hazard in accordance with NFPA 13 and designed to a uniform density of 0.1 gpm/square foot: restrooms, classroom, work/office areas, common areas, attic, hallways, and vestibule. The gym, mechanical, electrical and elevator equipment rooms will be designed to a uniform density of 0.15 gpm/ square foot as required by an Ordinary Hazard (Group 1) occupancy classification. The shop and woodworking spaces, storage rooms, and janitors closet will be designed to a uniform density of 0.2 gpm/ square foot as required by and Ordinary Hazard (Group 2) occupancy classification. The minimum allowed design area shall be 1,500 square feet. Special Situations Sprinkler System Any unconditioned attic space and will require a dry system. A 30% increase in hydraulic design area is required for the sloped ceilings and addition 30% increase for the dry system required. The overall wet and dry systems will be based on the most hydraulically demanding remote areas of the sprinkler system. The sprinkler systems will be hydraulically calculated using the density/area method as outlined above. Overhangs and entry canopies will require sprinklers, depending on the width of the overhang, if they are constructed of combustible materials per NFPA 13. A dry system or dry horizontal sidewall sprinklers may be needed for these areas based on the outdoor design temperatures for this location. A Class I standpipe system will be required for buildings with floors or mezzanine elevations 30’-0’ or greater above the fire department vehicle access road. A standpipe is proposed at this time with each floor being a separate fire sprinkler zone or multiple zones. Sprinkler System The fire sprinkler system shall include a fire service isolation valve, double check backflow device, forward flow test assembly, riser manifold, flow switches, sprinkler heads, and supervised isolation valves. The double check backflow device, forward flow test assembly, flow switches, and supervised isolation valves will be located no more than 72” above finished floor. The fire sprinkler flow switches and tamper switches shall be interfaced to the building fire alarm panel for notification of an alarm condition. Individual components of the fire sprinkler system will be as follows: • Fire Riser Manifolds: Fire risers will be comprised of valves, pressure relief valves, and flow switches that shall be monitored by the fire alarm system. Each floor will have a separate sprinkler system zone. Fire Protection Design 591 New Bozeman High School | Schematic Design 67 • Piping and Fittings Interior: Interior piping 2” and smaller shall be schedule 40 or listed equivalent steel with cast iron threaded fittings. Piping 2-1/2” and larger shall be schedule 10 or listed equivalent steel with roll grooved fittings; cut grooved fittings will not be allowed. No mechanical tees or fittings will be allowed. Drain piping and fire department connection piping upstream of the check valve will be galvanized schedule 40 for sizes 2” and smaller with cast iron threaded fittings or schedule 40 for piping 2-1/2” and larger with cut grooved pipe and painted ductile iron fittings. Alternatively, a nitrogen generation system can be utilized allowing schedule 10 piping 2-1/2” and larger with roll grooved pipe. • Sprinklers: Sprinklers shall be standard coverage quick response type selected for the thermal sensitivity of the appropriate application. Pendent sprinklers will be provided for all finished spaces and upright sprinklers will be provided for all unfinished or open structure areas. • Hangers, Supports and Bracing: Hangers and supports will be spaced as required per NFPA 13. Due to the Seismic Design Category “D”, based on the Site Class and Seismic Use Group of this region and facility, seismic bracing will be required per NFPA 13. • Electrical Devices: All valves on the fire sprinkler supply lines will be electrically supervised by tamper switches and monitored by the building fire alarm panel. Each fire sprinkler zone (riser manifold) will be electrically supervised by a flow switch and zone control isolation valve and tied into the fire alarm panel. The exterior horn and strobe assembly at the front of the building near the new fire department connection will also tie into the fire alarm panel. • Miscellaneous: Hydraulic placards will give the flow and pressure requirements of each zone and will be attached to the zone piping near the zone or riser manifolds. A spare stock of sprinklers will be provided for each type of sprinkler used in a zone. The fire department connection will be a four-way type with a rough brass wall plate and plugs. The wall plate shall indicate that the system supplied is an automatic wet sprinkler and manual wet standpipe system. Fire Protection Design 592 New Bozeman High School | Schematic Design 68 Electrical Design Electrical Systems Analysis Power Primary power will enter the site at two locations, forming a ‘loop’ feed through the campus. The Northwestern Energy (NWE) scope of work will include (4) new services to the site, (2) for the main high school building, and (2) services at the sports field complex to serve the football field and the concessions area. An existing culvert along Flanders Mill Road will be utilized to bring one end of the loop onto the site. New overhead power (transmission & distribution) poles along Oak Street will be utilized to provide incoming service to the other end of the loop. See Figure 1. Figure 1 - Satellite Image of Nearby Power Distribution 593 New Bozeman High School | Schematic Design 69 The (4) service transformers will be loop-feed type, provided and installed by NWE, estimated to be 2500kVA (main building service ‘A’), 1500kVA (main building service ‘B’), and 50kVA each for the softball field lighting/concessions and the football field lighting. The estimated new demand load for the building is 4,760 kVA, based on square foot values, at this time. The secondary power will consist of a 4000A, 480Y/277V, 3P, 4W main switchboard ‘A’ and a 2000A, 480Y/277V, 3P, 4W main switchboard ‘B’. Main switchboard ‘A’ will be situated near the main data frame and main mechanical room and also serve the eastern half of the building. Main switchboard ‘B’ will be serve the learning tower and the western half of the building, via downstream distribution. See Figure 2. Each switchboard will also feed, via a 480:208Y/120V, dry-type transformer, a 208Y/120V, 3P, 4W switchboard. These switchboards will feed, in addition to certain mechanical loads, 84-circuit receptacle panels distributed throughout the wings. Receptacles will be provided as required by code and equipment layouts throughout the expansion. For flexible use spaces, an array of fire-rated poke-thru devices containing both power & data will be utilized. All new power distribution will comply with the 2017 edition of NFPA 70, the National Electrical Code (NEC). Figure 2 - Preliminary Service Equipment Schematic Diagram Electrical Design 594 New Bozeman High School | Schematic Design 70 Emergency Power Based on past reliability data for the natural gas utility in the area, and the Authority Having Jurisdiction (AHJ) having been accepting of natural gas generators for life safety loads in nearby installations, CTA is proceeding with discussions with the AHJ regarding the use of the exception in NEC 700.12(B)(3). An attempt has been made to estimate the worst case load scenario, based on the mechanical system options, to allow an emergency generator to serve life safety lighting, the data center/Main Data Frame (MDF), and selected mechanical loads which would keep the building heat up to an acceptable level in an emergency. A 300kW natural gas driven generator set, in a sound attenuated reach-in enclosure, would tie into both services (per Figure 1), in order to provide life safety and optional standby power to selected loads throughout the facility. Data Center/MDF Uninterruptible Power Supply (UPS) Power The entire Data Center/MDF space would be backed up by the aforementioned generator, including cooling and power to the racks/ enclosures. The assumption, based on meetings with Bozeman Public Schools IT Department, is that (4) racks would operate at a maximum of 5kW, with the potential for (2) racks to operate up to 8kW. The total MDF load then becomes 36kW. The rack/enclosure loads will be backed up by a central in-row UPS. This system will be a 40kW/50kVA Li-Ion with an external maintenance bypass. Currently, only lead acid VRLA battery options are available in this size, but Li-Ion will be the standard by summer 2018. Figure 3- Central UPS Basis of Design Electrical Design 595 New Bozeman High School | Schematic Design 71 Photovoltaic System Various photovoltaic systems have been analyzed at this time, including the following: • 50kW Exporting System, Fixed Array • 50kW Exporting System, Dual Axis Tracking Array • 100kW Non-Exporting System, Fixed Array The performance data, modeled in National Renewable Energy Laboratory’s (NREL) System Advisor Model (SAM) software, is currently under review by Bozeman Public Schools. Lighting & Lighting Controls An interior lighting design using various types of linear LED luminaires will be implemented, depending on the selection of ceiling types. The Correlated Color Temperature (CCT) of luminaires in classroom spaces will be 3500K, with a minimum CRI of 85. Some common areas and breakout spaces may utilize a warmer CCT of 2700K-3000K, with the same requirement for 85 CRI. Emergency life safety lighting will be integral to the space lighting and fed from the generator via a UL924 transfer device for each control zone. Exterior pedestrian area and parking lot lighting will utilize full cutoff LED luminaires, both building and pole mounted, with a CCT of 3000K. Stadium style lighting for both the football field and softball field will be an arrays of LED adjustable luminaires, mounted to masts surrounding the playing surfaces. These luminaires will be controlled in accordance with the City of Bozeman Unified Development Code (UDC) to gain the exception for non-full-cutoff lighting. All new illumination will be in accordance with the recommendations of the Illumination Engineering Society of North America (IESNA) Handbook – 10th Edition. New emergency life safety lighting will comply with the illuminance requirements of National Fire Protection Association (NFPA) 101: Life Safety Code. Lighting controls will comply with the requirements of the 2012 International Energy Conservation Code (IECC) for all spaces. A central, digital, lighting control panel will be designed for management of the lighting control system and future flexibility. Low Voltage Systems Summary The school will require infrastructure to support both current and future requirements of network, telecommunications, security, Closed Circuit Television (CCTV), and assisted learning technologies. Current systems require copper systems of at least a Category 6 cabling plant. A fiber system based on single mode fiber to deliver all content of all building system will be capable of withstanding future transmission requirements well past the buildings life-span. Copper systems would need to be upgraded throughout the life of the system. New copper technologies will also require a newer cabling plant. A fiber design based on passive optical network will only require electronics upgrades for future transmission speeds while the cabling infrastructure will remain intact. The fiber design also eliminates space, HVAC, and security requirements for telecommunications rooms. Therefore, at this time, the base bid shall include a Category 6 cabling plant for the new high school, and an add alternate shall be included to utilize a Passive Optical Network (PON) throughout the high school. The contractor shall take into account the removal of Intermittent Distribution Frame (IDF) space buildouts and power/cooling to those IDFs, as part of the alternate. Electrical Design 596 New Bozeman High School | Schematic Design 72 The following standards are applicable in addition to any other local requirements: • ANSI/TIA 568.0-D Generic Telecommunications Cabling for Customer Premises • ANSI/TIA 568.2-C Balanced Twisted-Pair Cabling and Components Standard • ANSI/TIA 568.3-D Optical Fiber Cabling Components Standard • ANSI/TIA 569-D Telecommunications Pathways and Spaces • ANSI/TIA 598-D Optical Fiber Cable Color Coding • ANSI/TIA 606-C Administration Standard for Telecommunications Infrastructure • ANSI/TIA 607-C Generic Telecommunications Bonding and Grounding (Earthing) for Customer Premises • ANSI/TIA 758-B Customer-Owned Outside Plant Telecommunications Infrastructure Standard • ANSI/TIA 4966 Telecommunications Infrastructure Standard for Educational Facilities Low Voltage Requirements • The main objective to supply a working system, whether it is copper or fiber. As stated above, a minimum requirement of Category 6 will suffice for the base bid requirements. • Phone System: an IP based phone system • Network: Support for at least a 1Gb transmission speed to each outlet and wireless access point within the school and a 10Mb backbone. • Clock System: Wireless with sync to satellite recommended • Intercom System of the latest technical capabilities for announcements, two-way communications, emergency alerts, and bell schedules. The system can also be integrated with paging groups and zones, as well as door controls. • In-Building Enhanced Cell coverage via WiFi • Access Control: IP Based system with integration to existing Bozeman Public Schools requirements • Audio in selected areas. • Assisted Learning systems where needed • IP based CCTV system where required Low Voltage Design The project design will be based on the selected option for cabling whether copper or fiber. The individual systems design will be based on the most capable and financially prudent with the overall performance kept in mind. Fire Alarm A new, fully intelligent addressable code compliant fire alarm and detection system will be provided per IBC (2012)/IFC (2012) and NFPA 72 (2010). The system will include manual pull-stations, smoke and heat detectors as required by code, and duct detectors to initiate Air Handling Unit fan shutdown. Occupant notification shall be accomplished using an integral emergency voice/alarm communication system (EV/ACS) as required by IFC (2012). Ceiling mounted devices shall be specified for the majority of locations with a standard color white housing and red lettering. The fire alarm system will monitor the fire sprinkler system and provide occupant notification throughout the facility upon detection of sprinkler system water flow. The fire alarm control panel will be located in the MDF Room and remote annunciator panels and remote microphones will be located at the main entry vestibule or an area approved by the Authority Having Jurisdiction (AHJ) and in the Main Office. The fire alarm and detection system will report continuously to a central station reporting agency as required by code and directed by Bozeman Public Schools. Electrical Design 597 New Bozeman High School | Schematic Design 73 Appendix Appendix...................................................................................73 Meeting Minutes......................................................................................74 Schedule ....................................................................................................116 CHPS Scorecard .....................................................................................118 Area Tabulation ......................................................................................119 Drawings ....................................................................................................125 598 New Bozeman High School | Schematic Design 74 L:\BZNHS\Docs\2_Project_Data\2.3_Minutes\BZNHS MM 2017 06-06 BC1.docx 1 http://www.ctagroup.com E-mail: info@ctagroup.com MEETING MINUTES PROJECT: New Bozeman High School (BZNHS) MEETING MINUTES RECORDED BY: Bob Franzen MEETING PURPOSE: Building Committee Meeting 1 MEETING DATE: June 6, 2017 ATTENDEES: Kevin Conwell, BHS (KC) Ken Gibson, Community Member (KG) Steve Johnson, BSD7 (SJ) Todd Swinehart, BSD7 (TS) Wendy Tage, Trustee (WT) Rob Watson, Superintendent (RW) Andy Willett, Board President (AW) Chuck Winn, CoBzn (CW) Roger Davis, LA (RD) Kyle Scarr, TD&H (KS) Corey Johnson, CTA (CJ) Jim Beal, CTA (JB) Nathan Helfrich, CTA (NH) Bob Franzen, CTA (BF) Purpose: Review current project status, conduct a visioning exercise, identify site issues and review the overall schedule for the proposed new high school. 1. Project Status a. Pre-bond efforts have been assembled in a two volume document. These documents include all of minutes, drawings, images and reports presented throughout the pre-bond effort. b. CTAs design team conducted 22 programming meetings with various users and department heads to identify the space needs and requirements for the new high school. 2. Programming a. CTA will issue a draft programming document on June 16, 2017 for review by the committee. This document will be reviewed and finalized at the next Building Committee meeting. b. CTA will be reviewing opportunities for sharing space throughout the program. c. We will be planning on having one lunch period. d. The School District (SD) will review the need for block scheduling. e. The SD will begin to identify which programs will be offered at which high school. To date we have programmed all current classes for inclusion. The design team will need to be informed of which specific spaces will not be needed in the need building and which spaces will need a place holder for future construction. This pertains mainly to uniquely design spaces such as labs and CTE classrooms. This information will be needed within the next six weeks. MEETING MINUTES (Continued) l:\bznhs\docs\2_project_data\2.3_minutes\bznhs mm 2017 06-06 bc1.docx 2 http://www.ctagroup.com E-mail: info@ctagroup.com f. The SD will review the potential of adult education, Gallatin College and other community groups using the new high school. Other community users may include sports camps, local athletic organizations and clubs. This will inform the design on how it may be secured for after school events. 3. Visioning a. The following concepts were presented, discussed and agreed upon/approved: (The slides presented follow this document.) b. Heritage – the following additional concepts were discussed and added by the group: i. How did we get to where we are now ii. Pre-western heritage iii. Agriculture iv. Yellowstone national Park v. Geography vi. Gallatin County High School vii. Honor our past and focus on the future c. Diversity i. Cave spaces/ intimate spaces combined with large group spaces d. Adaptability & Flexibility– the following additional concepts were discussed and added by the group: i. Design on a module ii. Furniture on wheels iii. Combined classrooms iv. Operable walls v. Acoustic separation / contain sound vi. Life cost of movable partitions vii. Durability Balance viii. Ability to store/stage equipment equipment/furniture ix. Management of storage e. Discovery and Exploration i. Learning on display ii. Transparency f. Community i. Industry Partners ii. Indoor-outdoor connections iii. Industry partners g. Cross pollination– the following additional concepts were discussed and added by the group: i. Display / Art / Information – Walls as a palette ii. Collaboration between departments iii. Creation iv. Innovation h. Learning Street– the following additional concepts were discussed and added by the group: i. “Want to be there” ii. Learning on display – can’t be a distraction iii. Connections to natural light and views 4. Site Updates a. Annie Street i. KS developed a draft memo outlining the rational for eliminating automobile traffic on Annie Street within the high school campus. A draft copy of the memo is attached. A definition of a Bicycle Boulevard is also attached. 599 New Bozeman High School | Schematic Design 75 MEETING MINUTES (Continued) l:\bznhs\docs\2_project_data\2.3_minutes\bznhs mm 2017 06-06 bc1.docx 3 http://www.ctagroup.com E-mail: info@ctagroup.com b. Soccer Fields i. SJ and TS have attend a meeting with the City of Bozeman to begin discussions in preparation for an intergovernmental agreement where the school district would construct parking and a soccer filed directly north of Oak Street on City owned property for use by both entities. ii. CTA and TD&H are to develop initial site concepts locating the proposed parking and soccer fields north of Oak Street for review. c. Easements i. The scope of easements was briefly discussed. KS will provide exhibits to the School District for use in discussions with the land owners. 5. Schedule a. BF briefly presented the proposed project schedule. b. Regular involvement/meetings with the Design Team and Building Committee will be schedule every 3 weeks through October 2017. c. The dates of regular Board meetings is to be added to the schedule. d. A copy of the project schedule is attached. 6. Attachments a. Visioning session Images b. Draft memo regarding the intentions of Annie Street c. Definition of a Bicycle Boulevard d. Schedule END OF MEETING MINUTES The foregoing is the author’s understanding of the content of this meeting. If the attendee’s understanding differs from the above, please respond to the author within ten calendar days. CTA ARCHITECTS ENGINEERS cc: Attendees Scott Wilson, CTA Kasey Wells, CTA 600 New Bozeman High School | Schematic Design 76 601 New Bozeman High School | Schematic Design 77 602 New Bozeman High School | Schematic Design 78 BOZEMAN, GREAT FALLS, KALISPELL & SHELBY, MT | SPOKANE, WA | LEWISTON, ID | WATFORD CITY, ND | MEDIA, PA 406.586.0277 tdhengineering.com 234 East Babcock Street Suite 3 Bozeman, MT 59715 MEMORANDUM Date: TDH Job No.: B16-100-021 To: City of Bozeman, Engineering Department and Commission From: Kyle Scarr, P.E. Subject: Annie Street Improvements With the passing of the Bozeman School District (District) bond this May, the detailed design and layout of the proposed new Bozeman High School campus has been initiated. The location of this campus is uniquely located between three arterial streets (Oak Street, Cottonwood Road, and Durston Road) and adjacent to the Meadowlark Elementary School. A schematic layout of the campus is shown on Figure 1. North Figure 1. 603 New Bozeman High School | Schematic Design 79 PAGE NO. 2 tdhengineering.com MAY 26, 2017 The overall development plan of the campus has changed since the District originally purchased the southern 43 acres and constructed Meadowlark Elementary School in 2012. The original plan was to construct Meadowlark Elementary School in its current location and a new middle school to the west. When the southern portion of the campus was purchased, it was not anticipated that the District would also purchase the northern 32 acres nor was it anticipated that a new high school would be constructed to the north. As a result of this considerable change in the proposed campus development, the District would like to forgo building Annie Street from Flanders Mill Road to Cottonwood Road, effectively bisecting the campus. North Figure 2. COS 2554B PAGE NO. 3 tdhengineering.com MAY 26, 2017 According to the recently adopted Bozeman Transportation Master Plan (TMP), Annie Street is planned as a local street and is further classified as a bike boulevard (See attached Figure 4.5 Bicycle Facility Recommendations and Figure 6.2 Visionary Active Transportation Network from the TMP). A bicycle boulevard is defined as “streets that are comfortable for most bicyclists to ride on due to low motorized traffic volumes and speeds.” According to the TMP, these types of streets are specifically designed to reduce cut-through traffic. Additionally, local streets are meant to provide direct access to abutting lands and not cut-through traffic. It is the District’s intent to keep this corridor’s functionality as a bike and pedestrian travel way and meet the objectives of the TMP. Specifically, the following goals will be achieved. 1. Due to the size of the school campus, the intent of the bicycle boulevard can be reasonably met with an east/west pedestrian and bike path that connects from Cottonwood Road to Flanders Mill Road along the current Annie Street right-of- way alignment. This puts precedence on active transportation networks and non-motorized modes of transportation. The proposed pathway could be designed to accommodate emergency vehicles as well. 2. Having a break in Annie Street reinforces the bicycle boulevard concept and achieves the TMP goal of reducing cut-through traffic bicycle boulevards and local streets. Typical bicycle boulevard treatments include diverters that block through motorized vehicle traffic. 3. Direct access to abutting lands, or in this case the school campus, will be achieved through strategically placed access routes off Cottonwood Road and Flanders Mill Road that provide circulation for busses, students, teachers, and visitors. Access to the campus from Cottonwood Road and Flanders Mill Road will occur along the Annie Street right-of-way alignment, they just won’t connect to each other. 604 New Bozeman High School | Schematic Design 80 PAGE NO. 4 tdhengineering.com MAY 26, 2017 North Figure 3. TMP Objectives If Annie Street is fully constructed between Cottonwood Road and Flanders Mill Road, the District has concerns with student safety. Several of the sports and play fields will be located south of the current Annie Street right-of-way. There will be considerable north/south pedestrian traffic across this right-of-way. The amount of pedestrian traffic will be even further intensified as a result of the proposed pedestrian tunnel connecting the campus with the Bozeman Sports Park complex north of Oak Street. Large scale events using both the Sport Park and District fields will generate additional pedestrian traffic across Annie Street. The majority of this pedestrian traffic will be elementary to high school aged students who may not be as cognizant of traffic when crossing streets or experienced in dealing with traffic, creating a potential for conflict. While we understand the benefit of a grid transportation system, it is common for a double-A high school sized campus to interrupt local streets. We are fortunate at this site to have three arterial streets adjacent to the campus that can and should be used for through PAGE NO. 5 tdhengineering.com MAY 26, 2017 traffic. Durston Road and Oak Street provide east/west connection while Cottonwood Road provides north/south connection. Vehicles wanting to cut through on Annie Street will be redirected south to Durston Road or north to Oak Street, which is preferred. According to the project Traffic Impact Study, which is attached, removing possible Annie Street link has minimal impact on the local transportation network (see page 29). The District feels the increase in student and pedestrian safety created by not completing a motorized vehicle link at Annie Street justifies the limited impact to the local motorized transportation network. 605 New Bozeman High School | Schematic Design 81 April 25, 2017 109 Transportation Master Plan Figure 4.5: Bicycle Facility Recommendations 90 90 191 86 411 345 205 345 235 191 S19THAVEHIGHLAND BLVDS3RDAVEWILLSON AVEGRIFFIN DR KAGY BLVD N 11TH AVEDURSTON RD OAK ST COLLEGE ST BOZEMAN TRAIL RD BAXTER LN BABCOCKST EVALLEYCENTERRD PEACH ST MENDENHALL ST SCHURCHAVESPRINGHILL RDS11THAVECOTTONWOOD RDS8THAVEHUFFINE LN FRONTAGE RD ROUSE AVEBRIDGER DR MAIN ST BRIDGERCANYONRD N 7TH AVEN 19TH AVEDURSTON RD S3RDAVEGRAF STS 27TH AVEFOWLER LNSOURDOUGH RDTAYABESHOCKUP RDFORT ELLIS RDHAGGERTY LN S 7TH AVES 6TH AVEOAK ST N 15TH AVEGOOCH HILL RDFERGUSON AVEDAVIS LNN 27TH AVES 23RD AVEL STMCILHATTAN RD STORY MILL RDMANLEY RDHIDDEN VALLEY RDHARPER PUCKETT RDLOVE LNBABCOCK ST TAMARACK ST CATAMOUNT ST CATTAIL ST GARFIELD ST LINCOLN ST GRANT ST CLEVELAND ST STUCKY RD GRAF ST BLACKWOOD RD GOLDENSTEIN LN 0 ½1 1½¼Miles BOZEMANTMP TRANSPORTATION MASTER PLAN Map Legend Railroad Source: City of Bozeman, MDT, RPA, ALTA Study Area Bozeman City Limits Montana State University Bicycle FacilityRecommendations Facility Recommendations Bicycle Boulevard Bike Lane Shared Roadway Shared Use Path April 25, 2017 137 Transportation Master Plan Figure 6.2: Visionary Active Transportation Network 90 90 19184 85 86 411 345 205 345 235 191 191 HIGHLAND BLVDS 3RD AVEWILLSON AVEGRIFFIN DR KAGY BLVD DURSTON RD OAK ST COLLEGE ST BOZEMAN TRAIL RD BAXTERLN BABCOCK ST E VALLEY CENTER RD PEACH ST MENDENHALL ST S CHURCH AVES 19TH AVESPRINGHILL RDS11THAVECOTTONWOOD RDS8THAVEGALLATINRDHUFFINE LN FRONTAGE RD ROUSE AVEBRIDGER DR BRIDGERCANYONRDN 7TH AVEN 19TH AVEJACKRABBIT LNMAIN ST DURSTON RD COTTONWOOD RDDAVIS LNBABCOCK ST BAXTER LN OAK ST GARFIELD ST PATTERSON RD FOWLER LNGOOCH HILL RDBLACKWOOD RD SOURDOUGH RDGOLDENSTEIN LN S 3RD AVESTUCKY RDFERGUSON AVEFOWLER AVE27TH STBE AR CANY ON RDLOVE LNHARPER PUCKETT RDGRAF ST NASH RD BOZEMAN TRAILTAYABESHOCKUP RDFRONTAGE RD FORT ELLIS RDGRAF ST CATMOUNT STNELSON RDMCILHATTAN RD MANLEY RDSTORY MILL RDVisionary ActiveTransportationNetwork 012½Miles BOZEMANTMP TRANSPORTATION MASTER PLAN Map Legend Railroad Source: City of Bozeman, MDT, RPA Bozeman City Limits Study Area Montana State University Bicycle Boulevard Bike Lane Shared Roadway Shared Use Path 606 New Bozeman High School | Schematic Design 82 MARVIN & ASSOCIATES 1/30/2017 32 NEW BOZEMAN HIGH SCHOOL TRAFFIC IMPACT STUDY 607 New Bozeman High School | Schematic Design 83 DRAFT PROJECT SCHEDULE Bozeman School District - New High School Start Finish WKS 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 1 Bond Approval 2 2 Predesign 3 Project Kick-off -5 Programming 36Conceptual Design 37Estimate of Construction Cost 18 9 Schematic Design10Schematic Design 811Work Session(s)-12 Estimate of Construction Cost 213Owner Review & Approval 114 15 Design Development16Design Development Design 1217Work Session(s)-18 Estimate of Construction Cost -19 Owner Review & Approval 120 21 Construction Documents (Core & Shell)22 Core and Shell 2123Work Session(s) 24 Permitting Core and Shell 825Estimate of Construction Cost -26 Owner Review & Approval 12728 29 Construction Documents (Interior)30 Interiors 3331Work Session(s)32 Permitting Interiors33Estimate of Construction Cost34Owner Review & Approval3536 37 Off-site Civil38Off-Site Civil Design 2539Work Session(s)40 Permitting Off-site Civil41Estimate of Construction Cost42Owner Review & Approval4344 45 On-site Civil46On-Site Civil Design 2547Work Session(s)48 Permitting Off-site Civil49Estimate of Construction Cost50Owner Review & Approval51 52 City of Bozeman Submittals53Informal Meetings54Annexation 1355Development Review Committee 1556 57 Bidding/ Final Pricing58Off-Site Civil 459On-Site Civil 460Core and Shell 461Interiors462 63 Construction64Off-Site Civil Design 3565On-Site Civil 10466Core and Shell 5467Interiors9368 69 Owner Move-In / Final Completion70Owner Setup 1271Commissioning1772Classes Begin -73747576 6 week intervals 2020JanFebMarAprMayJune July Aug Sept Oct Nov Dec2019JanFebMarAprMayJuneJulyAugSeptOctNovDec2017DurationSeptMayJunDecJuneAprMay5/16/2017 OctJulAug Nov 3 week intervals 3 week intervals 6 week intervals 6 week intervals 6 week intervals 6 week intervals 2018 July Aug Sept Oct Nov DecJanFebMar 608 New Bozeman High School | Schematic Design 84 L:\BZNHS\Docs\2_Project_Data\2.3_Minutes\BZNHS MM 2017 06-30 BC2.docx 1 http://www.ctagroup.com E-mail: info@ctagroup.com MEETING MINUTES PROJECT: New Bozeman High School (BZNHS) MEETING MINUTES RECORDED BY: Bob Franzen MEETING PURPOSE: Building Committee Meeting 2 MEETING DATE: June 30, 2017 ATTENDEES: Kevin Conwell, BHS (KC) Ken Gibson, Community Member (KG) Todd Swinehart, BSD7 (TS) Wendy Tage, Trustee (WT) Rob Watson, Superintendent (RW) Andy Willett, Board President (AW) Chuck Winn, CoBzn (CW) Roger Davis, LA (RD) Bill Langlas, LA (BL) Kyle Scarr, TD&H (KS) Jami Lorenz, BCE (JL) Scott Wilson, CTA (SW) Corey Johnson, CTA (CJ) Jim Beal, CTA (JB) Nathan Helfrich, CTA (NH) Wes Baumgartner, CTA (WB) Bob Franzen, CTA (BF) Purpose: Review current programming status, conceptual design options, site design options and Oak Street pedestrian crossing options. 1. Programming a. CTA issued a draft programming document on June 16, 2017 for review by the Building Committee. b. The school district is to identify which programs will be offered at which high school. To date we have programmed all current classes for inclusion. The design team will need to be informed of which specific spaces will not be needed in the need building and which spaces will need a place holder for future construction. This pertains mainly to uniquely design spaces such as labs and CTE classrooms. This information is to be provided on or before July 19, 2017. c. The school district is to review the potential of adult education, Gallatin College and other community groups using the new high school. Other community users may include sports camps, local athletic organizations and clubs. This will inform the design on how the building may be secured for after school events. d. In addition to the questions provided on June 16, 2017 please add the following: You created this PDF from an application that is not licensed to print to novaPDF printer (http://www.novapdf.com) MEETING MINUTES (Continued) l:\bznhs\docs\2_project_data\2.3_minutes\bznhs mm 2017 06-30 bc2.docx 2 http://www.ctagroup.com E-mail: info@ctagroup.com e. What type of food service distribution do we want: Servery – similar to the existing, Foodcourt - Single kitchen with 3-4 windows, or Multiple Offerings - Primary Kitchen, Soup/Sandwich Bar, Coffee Bar (Library) 2. Conceptual Design a. CTA developed and presented three conceptual design schemes for the new building and site. All concepts are anticipated to conform with Construction Type II A or B per the 2012 International Building Code. b. Radial i. Two-story building with a footprint of 206,511 square feet. ii. General Comments 1. Liked having classrooms near CTE – provided exposure to CTE curriculum. 2. Preferred a more direct access to the north parking and playing fields. 3. Prefer to have the library stacked. 4. Site plan reflected the angle of the gymnasium wing 5. Consider a three story version of this concept 6. Liked the single core/town center 7. Contained public well 8. Liked open central library 9. Easily expanded 10. Mid-priced to construct 11. Consider placing spaces on the north side of the gymnasiums to break up the two story wall. c. Core i. Three-story building with a footprint of 154,259 square feet. ii. General comments 1. All spaces have access to the center community space/town center. 2. Appeared institutional 3. Least expensive to construct 4. Formal site design to play off of the building 5. Liked the roof top green spaces 6. Difficult to expand d. Array i. Two-story building with a footprint of 208,850 square feet. ii. General comments 1. Liked Library as part of learning street 2. Liked the combined service area for the kitchen and CTE 3. Concern of congestion of students during class change 4. Preferred to have the majority of classrooms facing south 5. Would like to see a single commons/town center 6. Good face to Oak Street 7. Site plan is more park like/ informal 8. Liked the separation of Music and auditorium from the classrooms e. CTA is to look at the following in the next version of the concepts: i. Combine the Array and Radial concepts ii. Two verses three story options iii. Consider fewer classrooms by CTE iv. Capitalize on southern exposures when possible v. Develop site plan to match new concept following the park like concept vi. Push the building to the north as much as reasonable vii. Try to leave a future site at the south end of the site off Durstin for future sale option. You created this PDF from an application that is not licensed to print to novaPDF printer (http://www.novapdf.com) 609 New Bozeman High School | Schematic Design 85 MEETING MINUTES (Continued) l:\bznhs\docs\2_project_data\2.3_minutes\bznhs mm 2017 06-30 bc2.docx 3 http://www.ctagroup.com E-mail: info@ctagroup.com 3. Site Design a. Crossing Oak Street i. KS presented three possibilities of crossing Oak Street 1. Tunnel (below existing grade, partially below grade, and at grade) 2. Grade crossing (least expensive to construct) 3. Bridge crossing (most expensive to construct) ii. General Comments 1. The below grade and partially below grade crossings would be below the water table and be less visible. 2. The bridge would have very long ramps at each end. 3. The at grade crossing would be considered a mid-block crossing that would require a signal. This is the leased preferred option by the traffic engineer. iii. CTA is to continue to develop the at grade tunnel crossing option. b. Annie Street i. TS, KS, and BF have scheduled a meeting with the City of Bozeman Planning and Engineering Departments on July 6, 2017 to discuss the need to have Annie Street bisect the high school campus. The City’s current direction is to have Annie Street continue through the high school site. 4. Attachments a. Radial - site plan and floor plan b. Core - site plan and floor plan c. Array - site plan and floor plan d. Oak Crossing options END OF MEETING MINUTES The foregoing is the author’s understanding of the content of this meeting. If the attendee’s understanding differs from the above, please respond to the author within ten calendar days. CTA ARCHITECTS ENGINEERS cc: Attendees Steve Johnson, BSD7 Kasey Wells, CTA You created this PDF from an application that is not licensed to print to novaPDF printer (http://www.novapdf.com) 610 New Bozeman High School | Schematic Design 86 0’100’300’NEW BOZEMAN HIGH SCHOOL JUNE 30, 2017 RADIAL CONCEPTCOTTONWOOD RDFLANDER’S MILLANNIE ST. OAK STREET DURSTON RD STUDE N T PARKI N G BUS DROP PARKING VISITOR &STAFF PARKING MULTI- PURPOSE FIELD TRACK AND FIELD PRACTICEFIELDPRACTICEFIELD SOCCERFIELD SOFTBALL FIELDS FOOTBALLFIELD NEW HIGH SCHOOL TENNIS 611 New Bozeman High School | Schematic Design 87 612 New Bozeman High School | Schematic Design 88 COTTONWOOD RDFLANDERS MILLANNIE ST. OAK STREET DURSTON RD STUDENTPARKING BUS DROP PARKING VISITOR &STAFF PARKING PARKING MULTI-PURPOSE FIELD TRACK AND FIELD TENNIS PRACTICEFIELD PRACTICEFIELD SOCCERFIELD SOFTBALL FIELDS FOOTBALLFIELD NEW HIGH SCHOOL 0’100’300’NEW BOZEMAN HIGH SCHOOL JUNE 30, 2017 CORE CONCEPT 613 New Bozeman High School | Schematic Design 89 COTTONWOOD RDFLANDER’S MILLANNIE ST. OAK STREET DURSTON RD STUDENTPARKING BUS DROP PARKING VISITOR & STAFF PARKING MULTI- PURPOSEFIELD TRACK AND FIELD TENNIS PRACTICEFIELD PRACTICEFIELD SOCCERFIELD SOFTBALL FIELDS FOOTBALLFIELDS NEW HIGH SCHOOL 0’100’300’NEW BOZEMAN HIGH SCHOOL JUNE 30, 2017 ARRAY CONCEPT 614 New Bozeman High School | Schematic Design 90 L:\BZNHS\Docs\2_Project_Data\2.3_Minutes\BZNHS MM 2017 07-17 BC3.docx 1 http://www.ctagroup.com E-mail: info@ctagroup.com MEETING MINUTES PROJECT: New Bozeman High School (BZNHS) MEETING MINUTES RECORDED BY: Kasey Welles/Sky Cook MEETING PURPOSE: Building Committee Meeting 3 MEETING DATE: July 17, 2017 ATTENDEES: Kevin Conwell, BHS (KC) Erica Schnee, BHS (ES) Todd Swinehart, BSD7 (TS) Steve Johnson, BSD7 (SJ) Wendy Tage, Trustee (WT) Rob Watson, Superintendent (RW) Andy Willett, Board President (AW) Roger Davis, LA (RD) Bill Langlas, LA (BL) Kyle Scarr, TD&H (KS) Jami Lorenz, BCE (JL) Scott Wilson, CTA (SW) Corey Johnson, CTA (CJ) Jim Beal, CTA (JB) Nathan Helfrich, CTA (NH) Wes Baumgartner, CTA (WB) Kasey Welles, CTA (KW) Sky Cook, CTA (SC) Purpose: Review current revised conceptual design options and site design options. 1. Conceptual Design a. CTA developed and presented two conceptual design schemes for the new building and site. b. Two Story Scheme i. Highlights 1. The two story scheme has a shared service drive (CTE, Kitchen, Maintenance). 2. The two story scheme maximizes views to Bridger Range and Spanish Peaks. 3. CTE has a high level of connectivity with the learning communities. 4. The library is stacked on both floors and is connected to both the learning communities and the commons. 5. The two story scheme links outdoor space from south to north through the commons. MEETING MINUTES (Continued) l:\bznhs\docs\2_project_data\2.3_minutes\bznhs mm 2017 07-17 bc3.docx 2 http://www.ctagroup.com E-mail: info@ctagroup.com 6. It is possible to compartmentalize the three spokes originating at the commons for security and fire separation. 7. The three story scheme allows the building to pull closer to Oak Street. 8. The two story option may provide a “smaller school feel”. 9. The future addition to the two story scheme is anticipated to be a two story structure. ii. General Comments 1. This scheme provides a good connection to the North of the site and to Oak Street with the north entry plaza and with the building located further north on site. 2. There is good connectivity between floors in this scheme. 3. It is good to have CTE & arts connected to the commons and the service drive. 4. KC is concerned about controlling access for events during school hours. a. The southeast entry could be used as an events entry during school hours while the typical events entry during off hours would be through the main entrance. 5. SJ talked about switching the location of the competition and auxiliary gyms. a. This would create less connection to the commons and concessions areas. b. The team bus drop-off and locker room adjacency would need to be rethought to accommodate this modification. 6. RW noted that the athletics program area will need to be reduced to match pre- bond numbers. Some potential ways of helping to reduce that number include: a. Decreasing the number of seats in the competition gym from 3500 to 2500. b. Eliminating the walking track. c. Incorporating the weight room and fitness center into the balcony seating. d. Replace currently allocated balcony seating with fitness, weight room, and wrestling practice areas and plan for potential future expansion of seating for the competition gym into the balcony if needed at a later date. c. Three Story Scheme i. Highlights 1. The three story scheme reduces the ground floor footprint by about 20,000 sf. 2. The smaller footprint of the three story scheme re-allocates program elements vertically throughout learning communities. 3. This scheme provides 2 places for vertical connection: a. At learning communities between 2nd and 3rd floors. b. At commons between 1st and 2nd floors. c. A 3 story connection would introduce costs associated with code requirements for an atrium space if an atrium is included in the design. 4. The added efficiencies in three story scheme include: a. Improved energy efficiency resulting in lower operating costs. b. Structural cost savings through reduced footprint. c. Area benefits even with increased vertical circulation 5. The future addition to the three story scheme is anticipated to be a three story structure. ii. General comments 1. The three story option makes more efficient use of the available site. 2. RW notes that the amount of natural light at north plaza could be problematic in winter due to ice and snow. 615 New Bozeman High School | Schematic Design 91 MEETING MINUTES (Continued) l:\bznhs\docs\2_project_data\2.3_minutes\bznhs mm 2017 07-17 bc3.docx 3 http://www.ctagroup.com E-mail: info@ctagroup.com 3. WT questioned whether the added floor separations in the three story scheme create a lesser learning environment. a. It was discussed that there is some potential separation of functions by floor level in a three level scheme. b. The three level scheme does create more cross-pollination with the mix of uses in the learning communities. 4. ES noted that the three story scheme has more diversity in learning communities and is “innovative and different”. 5. KC noted that the flexibility and collaboration spaces are evident in both schemes. 6. The admin and service spaces are well distributed in 3 story option. 7. NH clarifies that the shared elevator connects all three levels in this scheme. 8. RD questions whether the amount of vertical circulation is adequate for a school this size. a. CJ notes that Glacier High (1300 students) has a single primary vertical circulation stair for all of its students and is functioning properly. All secondary stairs are marked “Emergency Only” and alarmed so that the main stair is utilized. 9. KC has concerns with the added circulation of the third level. 10. ES commented that the connections of programs are strong with CTE being close to other programs. 11. RD notes the cost savings for a 3 story scheme could be $2-$3/SF. a. SW notes that materials effect cost and structure (for example brick on the third floor would increase structural costs for supporting the weight of the material). b. JL notes that there is likely structural cost savings in a smaller footprint. c. SJ noted that there were cost savings with three stories and that the 3 story option better distributed special education throughout building. 12. NH noted that materials would need to be durable and low maintenance. a. NH noted that ongoing discussions with TS indicated some potential materials. b. Metal panels and fiber cement panels are an option that have been used in other buildings in the school district. c. Masonry is also an option as a material. d. Materials would be regionally suitable and would need to be balanced with budget. e. Materials would be commercial grade for an anticipated 100-year facility. 13. RW notes that a smaller footprint creates more room on the site and potential energy savings. 14. KC notes that tighter and more compact space planning is not necessarily appealing and more elbow room creates a better environment. 15. ES notes that she sees benefits to both schemes: a. The 2 story option is more convenient for people to circulate through. b. ES feels the 3 story option has more of a community feel. c. The 3 story option offers more cross departmental exposure. d. ES has concerns about staff and students being isolated on a single floor for an extended period of time. e. The views from the 3 story option are advantageous for occupants of the building. f. Additional green space on the site is beneficial for potential outdoor classroom use. MEETING MINUTES (Continued) l:\bznhs\docs\2_project_data\2.3_minutes\bznhs mm 2017 07-17 bc3.docx 4 http://www.ctagroup.com E-mail: info@ctagroup.com g. ES has concerns about acoustics from floor to floor – Does it vary between 2 and 3 story option? i. CJ discussed how to compartmentalize areas of the building to reduce noise. ii. The acoustics of floors, walls, ceilings will be addressed by acoustic consultant as well. 16. KC is drawn to the small school feel of the 2 story option. 2. Site Design a. The site team further developed the curvilinear option to respond to changes to the architecture. i. A similar design concept was used for both 2 and 3 story options. b. A 50’ setback from Oak Street is shown on the site plan. i. No setback is required on Oak Street by zoning, but grading from the tunnel will potentially dictate the distance from the road to the building. ii. The atmosphere created with the parking and fields to north of the site may be conducive to this setback. c. The fire marshal will require road access and turnarounds on both sides of building. d. The learning street is extended through the building and into site in this iteration of the site design. e. The inclusion of Annie Street was discussed. i. A cost comparison for the full street versus a pedestrian street will be determined by RD and KS and will be delivered to RW by next week. 3. The discussion of the site and building concepts concludes with the acceptance of the 3 story scheme as the option to continue to develop. i. JB notes that flexibility to massage plan is needed to create best spaces for occupants, ideal diversity of spaces, and economy of construction as development continues. 4. RD discussed budget for the project. a. RD does not have concerns about budget at this time. i. RD states that estimated costs typically start over budget and work down during the design process. b. Constructability and cost of the architecture can be further addressed when RD better understands the materials and systems that will be used in the building. 5. Next steps for the CTA/Design Team include: a. 3D massing b. Structural grids c. Spatial development d. Building systems discussion e. Development of transparency vs. solid 6. Programming discussion a. There is a potential reduction in the number of science labs required. b. Science can be decentralized throughout the building rather than concentrated in one learning community. c. The competition gym can be 2500 seats rather than 3500 seats. i. It is possible to utilize the balcony for weight room and fitness center. ii. The school district would like the ability to expand into the balcony space in the future and relocated fitness and weight room in needed. iii. Health enhancement teachers are concerned about the noise level if the weight room and fitness center are on the balcony without separation from the gym. d. There are currently more teaching stations than were programmed for in pre-bond. i. The auxiliary gym can hold 200-300 spectators and has 2 full sized courts. e. Competition gym has 2 full sized courts if bleachers are retracted. f. In regards to the art department: 616 New Bozeman High School | Schematic Design 92 MEETING MINUTES (Continued) l:\bznhs\docs\2_project_data\2.3_minutes\bznhs mm 2017 07-17 bc3.docx 5 http://www.ctagroup.com E-mail: info@ctagroup.com i. Outdoor gas fired kiln was not included in pre-bond programming. ii. Can the gas fired kiln be moved inside? 1. SC will research code requirements for a gas fired kiln indoors and CTA will send analysis to BHS. g. RW notes that library can be reduced by approximately 4000 sf. 7. Sewer options were discussed by KS. a. The Baxter Meadows lift station is the current lift station for the school’s sewer line. i. This station may be at capacity but the actual capacity and usage is currently not known by City of Bozeman. The city is looking at the remaining capacity now. ii. Options for the sewer if the Baxter Meadows station is at capacity include: 1. Upgrade the lift station at Baxter Meadows. a. Upgrading the lift station is not preferred because it will be obsolete in the near future. 2. Bypass the lift station to a different sewer line with an on-site pump. 3. Build a new lift station. b. KS will continue to coordinate with the City of Bozeman about the sewer. 8. Attachments a. Two Story Scheme - site plan, floor plan, and model images b. Three Story Scheme - site plan, floor plan, and model images c. Site plan END OF MEETING MINUTES The foregoing is the author’s understanding of the content of this meeting. If the attendee’s understanding differs from the above, please respond to the author within ten calendar days. CTA ARCHITECTS ENGINEERS cc: Attendees Steve Johnson, BSD7 Bob Franzen, CTA 617 New Bozeman High School | Schematic Design 93 COTTONWOOD RDFLANDER’S MILLANNIE ST. OAK STREET DURSTON RD STUDENTPARKING BUS DROP PARKING VISITOR & STAFF PARKING MULTI- PURPOSE FIELD TRACK AND FIELD TENNIS PRACTICE FIELD PRACTICE FIELD SOCCERFIELD SOFTBALL FIELDS FOOTBALLFIELDS NEW HIGH SCHOOL 0’100’300’NEW BOZEMAN HIGH SCHOOL JULY 17, 2017 CONCEPTUAL SITE PLAN 618 New Bozeman High School | Schematic Design 94 619 New Bozeman High School | Schematic Design 95 L:\BZNHS\Docs\2_Project_Data\2.3_Minutes\BZNHS MM 2017 08-09 BC4.docx 1 http://www.ctagroup.com E-mail: info@ctagroup.com MEETING MINUTES PROJECT: Bozeman High School (BZNHS) MEETING MINUTES RECORDED BY: Nathan Helfrich MEETING PURPOSE: Building Committee Meeting 4 MEETING DATE: August 9, 2017 ATTENDEES: Kevin Conwell, BHS (KC) Ken Gibson, Community Member (KG) Todd Swinehart, BSD7 (TS) Wendy Tage, Trustee (WT) Rob Watson, Superintendent (RW) Andy Willett, Board President (AW) Chuck Winn, CoBzn (CW) Roger Davis, LA (RD) Bill Langlas, LA (BL) Kyle Scarr, TD&H (KS) Matt Hubbard, BCE (MH) Scott Wilson, CTA (SCW) Corey Johnson, CTA (CJ) Jim Beal, CTA (JB) Nathan Helfrich, CTA (NH) Wes Baumgartner, CTA (WB) Steve Johnson, BSD7 (SJ) Sandy Wilson, Trustee (SW) Erika Schnee, BHS (ES) Purpose: Provide an update on building design, site design, and tunnel design options and discuss sustainability options. 1. Design of Building a. Commons Area i. SJ likes open concept of commons b. Materials discussed – affordable options i. Masonry (brick) ii. Metal panel systems 1. Flat (composite aluminum) 2. Profiled metal iii. CMUʼs c. Roof structure i. KC asked what CTA was anticipating for roof structure MEETING MINUTES (Continued) l:\bznhs\docs\2_project_data\2.3_minutes\bznhs mm 2017 08-09 bc4.docx 2 http://www.ctagroup.com E-mail: info@ctagroup.com 1. CJ stated that low-slope is economical for volume of this scale. With steep slope roofs, 1 ½ stories might be added to the height because of the spans. d. Safety i. CJ thinks all 3 building design options can address safety equally. ii. The goal is to steer people to two primary entrances (North and South). e. Does one allow better day lighting? i. RW likes the learning community angled, as shown in option 2, but anticipates a dark portion as a result. Ultimately, RW prefers the learning community in line with the rest of the learning communities. ii. AW likes the look of Option 2 1. Thinks future expansion wants learning community to be straight. 2. Thinks library in the center starts to interrupt Commons functionality-but thinks it is cool in the center. 3. Likes 3rd story connectivity to commons. 4. Wonders if halls are too long. 5. Wants stairs oriented to not interrupt commons functions. iii. WT likes tiered commons in Option 3. iv. KG likes angle of stairs in Option 3 – others agreed. v. SW asked if the library will have natural light.1. The commons will provide daylight. 2. Some schemes in extend library to the exterior, beyond the commons, so windows can be incorporated. f. North entry location i. The location is flexible ii. WB stated that the connection to CTE from the tunnel is harder than the connection to North Commons. g. WT thinks Option 1 commons is more interesting (connecting 3rd floor to Commons). i. AW likes the flexibility of Option 1 Commons. h. SW asked if there was any educational reason for splitting the commons. i. CJ talked about diversity of spaces. i. Preferences i. Option 1 commons 1. RW wondering about width of stairs being too great ii. Library position – probably not central, push off to side iii. Exterior – KG, AW, SJ, WT, and RW like Option 2 iv. Stair – like with 2 angles (2 sections) v. Tier the commons like Option 1 vi. ES is concerned about the stairs facing south because of glare vii. RW thinks the library to the side is fine because it still opens up to the commons viii. RW and AW think the Option 3 performance hall, music, and drama mass is too big ix. CJ requested that the Board look at the Ed Specs by tomorrow (August 10th) 2. Tunnel Design Options (3 options) a. Grade Crossing – easiest i. Pros 1. Visibility, costs least, less maintenance, Oak St. water line can remain, ADA access easier, not fighting water table, no vandalism ii. Cons 1. Vehicle/Pedestrian interaction, signal (like roundabout at airport) and would have median in middle 620 New Bozeman High School | Schematic Design 96 MEETING MINUTES (Continued) l:\bznhs\docs\2_project_data\2.3_minutes\bznhs mm 2017 08-09 bc4.docx 3 http://www.ctagroup.com E-mail: info@ctagroup.com b. Below Grade i. Pros 1. Less fill ii. Cons 1. Sump, sidewalk will want to float because of high water, ramps required c. Above Grade i. Pros 1. More visible, less dampness from water table, no sump - water can flow, finish floor 5 feet below road, tunnel ends up slightly shorter d. RW wants diagrams of how opening in middle will look i. TD&H will produce some diagrams to better illustrate the intent. e. Tunnel/ Grade Cost i. At grade - $363,000 ii. Raised Tunnel 1. 10ʼ x 8ʼ - $1,075,000 2. 14ʼ x 8ʼ – add $80,000 to 10ʼ x 8ʼ tunnel cost iii. Below grade 1. 10ʼ x 8ʼ - $1,100,000 2. 14ʼ x 8ʼ – add $80k to 10ʼ x 8ʼ tunnel cost 3. Open median – add $42,000 4. Pricing excludes raising building – adds $800,000 to align finish floor with the high point of the road f. AW prefers at-grade tunnel and doesnʼt think at-grade crossing is an option because of safety g. The final direction is the above-grade tunnel 3. Sustainability a. Explore CHPS i. “Verified” if cost allows (approximately $100k) ii. “Design” if “Verified” is too expensive 4. Next meeting August 30, 2017 9:00a – 11:30a (approved to go 2.5 hours) a. RW wants to discuss tours – Virtual tours are probably best b. CTA is to deliver 6 more Ed Spec copies to RW END OF MEETING MINUTES The foregoing is the authorʼs understanding of the contents of this meeting. If the attendeeʼs understanding differs from the above, please respond to the author within ten business days. CTA ARCHITECTS ENGINEERS cc: Attendees 621 New Bozeman High School | Schematic Design 97 622 New Bozeman High School | Schematic Design 98 623 New Bozeman High School | Schematic Design 99 624 New Bozeman High School | Schematic Design 100 625 New Bozeman High School | Schematic Design 101 626 New Bozeman High School | Schematic Design 102 627 New Bozeman High School | Schematic Design 103 COTTONWOOD RDFLANDER’S MILLANNIE ST. OAK STREET DURSTON RD STUDENTPARKING BUS DROP PARKING VISITOR & STAFF PARKING MULTI- PURPOSEFIELD TRACK AND FIELD TENNIS PRACTICEFIELD PRACTICEFIELD SOCCERFIELD SOFTBALL FIELDS FOOTBALLFIELD NEW HIGH SCHOOL 0’100’300’NEW BOZEMAN HIGH SCHOOL- SOUTH FIELDS CONCEPT A AUGUST 9, 2017 CONCEPTUAL SITE PLAN MEADOWLARKELEMENTARY COTTONWOOD RDFLANDER’S MILLANNIE ST. OAK STREET DURSTON RD STUDENTPARKING BUS DROP PARKING VISITOR & STAFF PARKING MULTI- PURPOSEFIELD TRACK AND FIELD TENNIS PRACTICEFIELD PRACTICEFIELD SOCCERFIELD SOFTBALL FIELDS FOOTBALLFIELD NEW HIGH SCHOOL 0’100’300’NEW BOZEMAN HIGH SCHOOL- SOUTH FIELDS CONCEPT B AUGUST 9, 2017 CONCEPTUAL SITE PLAN MEADOWLARKELEMENTARY 628 New Bozeman High School | Schematic Design 104 L:\BZNHS\Docs\2_Project_Data\2.3_Minutes\Building Committee\BC5 2017 08-30\BZNHS MM 2017 08-30 BC5_NH.docx 1 http://www.ctagroup.com E-mail: info@ctagroup.com MEETING MINUTES PROJECT: Bozeman High School (BZNHS) MEETING MINUTES RECORDED BY: Melinda Talarico MEETING PURPOSE: Building Committee Meeting 5 MEETING DATE: August 30, 2017 ATTENDEES: Todd Swinehart, BSD7 (TS) Steve Johnson, BSD7 (SJ) Rob Watson, Superintendent (RW) Erica Schnee, BHS (ES) Andy Willett, Board President (AW) Wendy Tage, Trustee (WT) Sandy Wilson, Trustee (SW) Ken Gibson, Community Member (KG) Chuck Winn, CoBzn (CW) Roger Davis, LA (RD) Bill Langlas, LA (BL) Kyle Scarr, TD&H (KS) Jami Lorenz, BCE (JL) Scott Wilson, CTA (SCW) Bob Franzen, CTA (BF) Corey Johnson, CTA (CJ) Jim Beal, CTA (JB) Nathan Helfrich, CTA (NH) Sky Cook, CTA (SC) Wes Baumgartner, CTA (WB) Purpose: Provide an update on site design as well as the building design - schematic design review. 1. Site Design Update a. CTA presented two site design options. The major differences are as follows: 1. Option A: Football field and track by Cottonwood Rd. 2. Option B: Football field and track by Flanders Mill Rd. 3. Option A was selected and approved. b. Parking: 1. TS and BF met with the City of Bozeman Planning Department to discuss parking requirements for the site. Preliminary approval for 775 stall was provided. 1. BF suggested allowing for expansion to 900 but plan for 775 for now. MEETING MINUTES (Continued) l:\bznhs\docs\2_project_data\2.3_minutes\building committee\bc5 2017 08-30\bznhs mm 2017 08-30 bc5_nh.docx 2 http://www.ctagroup.com E-mail: info@ctagroup.com 2. It was decided that the reduction of 125 stalls would be from the faculty and visitor parking. c. CW asked the design team to locate the detention ponds associated with the parking north of Oak Street. d. Bus circulation allows for 10-12 buses 1. The site plan will identify a location for a bus stop on Cottonwood Rd near Oak Street for Streamline. 2. Gallavan can use the bus drop off area at the south entry. e. A fence with a gate is required between Meadowlark and the high school site. 2. Building Design - Schematic Design Review a. SW informed the committee that design elements shown may change depending the outcome of the budget. b. JB walked the committee through how we got to where we are now. c. Commons: 1. KG suggested different depth of break-out areas so space is not so geometrical. 2. TS asked to consider the building efficiency of the glass. 3. NH discussed security of each wing. 4. Learning Street – met with SRO and Chief of Police – three stories means needing to protect against students jumping. The third floor has glazing to the commons area for a visual connection, but is not open and has a separate entry. 5. The committee expressed concern of congestion at the concessions, food service, and gym entry area, specifically when tournaments and school happen at the same time. CJ talked about secondary entry into gymnasium to help with circulation. NH mentioned concession window available in gymnasium as well. The option of opening concessions to the gym and the commons was discussed to help reduce congestion at the serving area. The fact that the angle of the gym entry wall with respect to the serving wall is greater than 90 degrees was discussed, which also helps reduce congestion at the serving area. 6. CTA is to meet with the Food Service user group for further development. 7. The committee mentioned the need to look into the quantity of employees it would take to serve food and run the point of sales if they occur at each serving window. 8. DECA has separate space from concessions. 9. WT expressed concern for heat through all the glass. JB reminded group of large roof overhang as well as appropriate glass to eliminate direct sunlight penetration. d. Building Exterior: 1. The following building materials are being considered: brick, concrete block (gymnasium), profiled metal panels, flat metal panels. 2. SJ asked about incorporating school colors. SW said that school colors and mascot needs to be bumped up on the schedule. 3. ES was concerned about heat gain in the corridor areas at the link between the west-most learning community and the central learning communities. 4. SW clarified that glazing and roof structure need to be re-worked pending budget pricing. 629 New Bozeman High School | Schematic Design 105 MEETING MINUTES (Continued) l:\bznhs\docs\2_project_data\2.3_minutes\building committee\bc5 2017 08-30\bznhs mm 2017 08-30 bc5_nh.docx 3 http://www.ctagroup.com E-mail: info@ctagroup.com a. BF stated the added cost for sloped roof is approximately $1M. b. BF clarified glazing curtain wall (more than 12 feet) and storefront (less than 12 feet) is a $50/sf price difference. CTA will consider stacking storefront units at large glazed areas. 5. CW said 99% of the community will see the building from sides and back. The view is going to be from Oak Street and Cottonwood Rd. 6. Concern was raised about the potential for siding materials to oxidize. JB clarified that the materials that are being considered will be factory painted to resist oxidizing. It was discussed that oxidizing materials could be utilized if carefully planned for. 7. RD presented the following siding material costs: Material Type Cost per SF Masonry Veneer $18.00 Brick $24.00 Dri Design Metal Panel (Reveals) $36-$40 Citadel E2000 System $28-$33 Citadel Metal Panel (Reveals) $38-$42 10” flat metal panels $14.00 Corten Metal Panels $18.00 8. TS commented that brick has the most longevity compared to other building materials. e. As a result of the general comments, CTA will be addressing the following: 1. Review the brick portion of building to resemble Main Street Bozeman, based on the comment by RW stating that the current brick element has an old town factory feel, which we will want to avoid. 2. Review the entrance and stairs to library. 3. CTA will investigate exterior seating areas at the main entry. f. Other: 1. Interior Materials-Commons will be a durable material and classrooms will be painted gypsum board 2. The mechanical system will be selected for the September 11 meeting pending pricing. 3. SD Deliverable is to include neutral colors for the building exterior. 3. Scheduled Meetings: a. Board Meeting: September 11, 2017 1. SD Deliverable b. Building Committee Meeting: September 21, 2017 9:00a – 11:00a END OF MEETING MINUTES The foregoing is the authorʼs understanding of the contents of this meeting. If the attendeeʼs understanding differs from the above, please respond to the author within ten business days. MEETING MINUTES (Continued) l:\bznhs\docs\2_project_data\2.3_minutes\building committee\bc5 2017 08-30\bznhs mm 2017 08-30 bc5_nh.docx 4 http://www.ctagroup.com E-mail: info@ctagroup.com CTA ARCHITECTS ENGINEERS cc: Attendees Kevin Conwell, BHS (KC) 630 New Bozeman High School | Schematic Design 106 COTTONWOOD RDFLANDER’S MILLOAK STREET DURSTON RD STUDENTPARKING BUS DROP PARKING VISITOR &STAFF PARKING MULTI- PURPOSEFIELD TRACK AND FIELD TENNIS PRACTICEFIELD PRACTICEFIELD SOCCERFIELD SOFTBALL FIELDS FOOTBALLFIELD NEW HIGH SCHOOL NEW BOZEMAN HIGH SCHOOL AUGUST 30, 2017 SITE PLAN OPTIONS MEADOWLARKELEMENTARY COTTONWOOD RDFLANDER’S MILLOAK STREET DURSTON RD STUDENTPARKING BUS DROP PARKING VISITOR &STAFF PARKING MULTI- PURPOSEFIELD TRACK AND FIELD TENNIS PRACTICEFIELD PRACTICEFIELD SOCCERFIELD SOFTBALL FIELDS FOOTBALLFIELD NEW HIGH SCHOOL MEADOWLARKELEMENTARY OPTION A OPTION B 631 New Bozeman High School | Schematic Design 107 632 New Bozeman High School | Schematic Design 108 633 New Bozeman High School | Schematic Design 109 634 New Bozeman High School | Schematic Design 110 635 New Bozeman High School | Schematic Design 111 636 New Bozeman High School | Schematic Design 112 637 New Bozeman High School | Schematic Design 113 638 New Bozeman High School | Schematic Design 114 639 New Bozeman High School | Schematic Design 115 640 New Bozeman High School | Schematic Design 116 DRAFT PROJECT SCHEDULE Bozeman School District - New High School Start Finish WKS 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 1 1 Bond Approval -Poor Bidding Environment Favorable Bidding Environment Poor Bidding Environment Favorable Bidding Environment 2 Predesign 3 Project Kick-off -4 Programming 105Conceptual Design 66Estimate of Construction Cost 17Board Meeting - Review - Approval Ed. Specs.08/14/17 8 9 Schematic Design 10 Schematic Design 10 11 Builsding Committee Work Session(s)- 12 Estimate of Construction Cost 2 13 Board Presentation - Review & Approval SD 09/11/17 - 14 15 Design Development 16 Design Development Design 9 17 Building Committee Work Session(s)- 18 Estimate of Construction Cost - 19 Board Meeting - Review & Approval DD 11/13/17 - 20 21 Construction Documents (Core & Shell) 22 Core and Shell 13 23 Building Committee Work Session(s)- 24 Permitting Core and Shell 8 25 Estimate of Construction Cost - 26 Board Meeting - Review & Approval CD C&S 02/12/18 1 27 28 Construction Documents (Interior) 29 Interiors 32 30 Building Committee Work Session(s)- 31 Permitting Interiors 8 32 Estimate of Construction Cost - 33 Board Meeting - Review & Approval CD INT 13435 36 Off-site Civil37Off-Site Civil Design 2538Building Committee - Work Session(s) -39 Permitting Off-site Civil 6 40 Estimate of Construction Cost - 41 Owner Review & Approval 142 43 On-site Civil 44 On-Site Civil Design 25 45 Building Committee Work Session(s)- 46 Permitting Off-site Civil 1347Estimate of Construction Cost - 48 Owner Review & Approval 1 49 50 City of Bozeman Submittals51Informal Meetings - 52 Annexation 17 53 Development Review Committee 13 54 55 Bidding/ Final Pricing 56 Off-Site Civil 4 57 Board Meeting - Bid Approval Off-Site 02/12/18 - 58 On-Site Civil 4 59 Board Meeting - Bid Approval On-Site 02/12/18 - 60 Core and Shell 4 61 Board Meeting - Bid Approval Core & Shell 03/26/18 - 62 Interiors 4 63 Board Meeting - Bid Approval Interiors 08/06/18 - 64 65 Construction 66 Off-Site Civil 35 67 On-Site Civil 104 68 Core and Shell 54 69 Interiors 86 70 71 Owner Move-In / Final Completion 72 Owner Setup 12 73 Commissioning 17 74 Classes Begin - 75 76 7778 3 week intervals 6 week intervals 6 week intervals 6 week intervals 2018 July Aug Sept Oct Nov DecJanFebMar 2017 Dec8/11/17 OctJulAug NovDurationSeptMayJun A 6 week intervals JuneAprMay Feb 6 week intervals 3 week intervals Jan Mar 641 New Bozeman High School | Schematic Design 117 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 Poor Bidding Environment Favorable Bidding Environment Poor Bidding Environment Favorable Bidding Environment Poor Bidding Environment 2018 July Aug Sept Oct Nov Dec Apr May June DecJuneAprMayJulyAugSeptOctNovFeb 2019 Jan 2020 Jan Feb Mar Apr May June July Aug Sept Oct Nov DecMar DRAFT PROJECT SCHEDULE Bozeman School District - New High School Start Finish WKS 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 1Bond Approval -Poor Bidding Environment Favorable Bidding Environment Poor Bidding Environment Favorable Bidding Environment 2Predesign 3 Project Kick-off -4 Programming 105Conceptual Design 66Estimate of Construction Cost 17Board Meeting - Review - Approval Ed. Specs.08/14/17 8 9Schematic Design 10 Schematic Design 10 11 Builsding Committee Work Session(s)- 12 Estimate of Construction Cost 2 13 Board Presentation - Review & Approval SD 09/11/17 - 14 15Design Development 16 Design Development Design 9 17 Building Committee Work Session(s)- 18 Estimate of Construction Cost - 19 Board Meeting - Review & Approval DD 11/13/17 - 20 21Construction Documents (Core & Shell) 22 Core and Shell 13 23 Building Committee Work Session(s)- 24 Permitting Core and Shell 8 25 Estimate of Construction Cost - 26 Board Meeting - Review & Approval CD C&S 02/12/18 1 27 28Construction Documents (Interior) 29 Interiors 32 30 Building Committee Work Session(s)- 31 Permitting Interiors 8 32 Estimate of Construction Cost - 33 Board Meeting - Review & Approval CD INT 13435 36Off-site Civil37Off-Site Civil Design 2538Building Committee - Work Session(s) -39 Permitting Off-site Civil 6 40 Estimate of Construction Cost - 41 Owner Review & Approval 142 43On-site Civil 44 On-Site Civil Design 25 45 Building Committee Work Session(s)- 46 Permitting Off-site Civil 1347Estimate of Construction Cost - 48 Owner Review & Approval 1 49 50City of Bozeman Submittals51Informal Meetings - 52 Annexation 17 53 Development Review Committee 13 54 55Bidding/ Final Pricing 56 Off-Site Civil 4 57 Board Meeting - Bid Approval Off-Site 02/12/18 - 58 On-Site Civil 4 59 Board Meeting - Bid Approval On-Site 02/12/18 - 60 Core and Shell 4 61 Board Meeting - Bid Approval Core & Shell 03/26/18 - 62 Interiors 4 63 Board Meeting - Bid Approval Interiors 08/06/18 - 64 65Construction 66 Off-Site Civil 35 67 On-Site Civil 104 68 Core and Shell 54 69 Interiors 86 70 71Owner Move-In / Final Completion 72 Owner Setup 12 73 Commissioning 17 74 Classes Begin - 75 76 7778 3 week intervals 6 week intervals 6 week intervals 6 week intervals 2018 July Aug Sept Oct Nov DecJanFebMar 2017 Dec8/11/17 OctJulAug NovDurationSeptMayJun Apr May 6 week intervals JuneAprMay Feb 6 week intervals 3 week intervals Jan Mar 642 New Bozeman High School | Schematic Design 118 Project #: BZNHS Current Phase:Website:City:Zip:Phone:E-mail: Notes: Project Manager (Signature) Name, Title, Date (Please print) Criteria Title PrerequisiteMax Possible PtsPoints TargetedLikely PointsMaybe PointsUnlikely PointsNot PursuedResponsible Team MemberReady for Design ReviewReady for Construction ReviewPerformance Review RequirementsReady for Performance ReviewAnnotation Total 250 125 25 74 13 19 110 points = CHPS Verified; 160 points = CHPS Verified LeaderIntegration and Innovation Subtotal 21 6 2 11 2 1 II 1.0 Integrated Design P 1 1 CD A II 1.1 Enhanced Integrated Design 2 2 AII 2.1 District Level Commitment 2 2 AII 3.1 School Master Plan 2 2 A II 4.1 High Performance Transition Plan 1 1 A AII 5.1 Educational Display 1 1 1 CD A II 6.1 Educational Integration 2 2 A II 7.1 Demonstration Area 1 1 CD AII 8.1 Climate Change Action / Carbon Footprint Reporting 3 3 A A II 9.1 Crime Prevention Through Environmental Design 2 2 A AII 10.1 Innovation (CHPS Verified Projects only)4 4 Indoor Environmental Quality Subtotal 82 47 7 22 3 3 EQ 1.0 HVAC Design - ASHRAE 62.1 P 7 7 PS1 EQ 1.1 Enhanced Filtration 2 2 PS1 CD AEQ 1.2 Dedicated Outdoor Air System 5 5 PS1 CD AEQ 2.1 Polluntant and Chemical Source Control 3 2 1 CD A A EQ 3.1 Outdoor Moisture Management 3 3 CD AEQ 4.1 Ducted Returns 2 2 PS1 CDEQ 5.1 Construction Indoor Air Quality Management 6 6 PS1 CD A EQ 5.2 (Indoor) Moisture Management 3 3EQ 6.1 Post Construction Indoor Air Quality 1 1 CD AEQ 7.0 Low Emitting Materials P 2 2 PS CD PS A EQ 7.1 Additional Low Emitting Materials 6 3 3 PS CD PS AEQ 8.1 Low Radon 1 1 PS1 CD AEQ 9.1 Thermal Comfort - ASHRAE 55 4 4 PS1 CD EQ 10.1 Individual Controllability 2 2 CD AEQ 10.2 Controllability of Systems 1 1 CD AEQ 11.0 Daylighting: Glare Protection P 4 4 CD A A EQ 11.1 Daylight Availability 5 5 PS CD A AEQ 12.1 Views 3 3 PS CDEQ 13.1 Electric Lighting Performance 2 2 CD A EQ 13.2 Superior Electric Lighting Performance 6 6 CD AEQ 14.0 Acoustical Performance P 4 4 PS CD A A AEQ 14.1 Enhanced Acoustical Performance 6 6 PS CD A A A EQ 15.1 Low-EMF Wiring 2 2 CD AEQ 15.2 Low-EMF Best Practices 2 2 CD A AEnergySubtotal633102804EE 1.0 Energy Performance P 5 5 CD AEE 1.1 Superior Energy Performance 40 16 24 CD A EE 2.1 Zero Net Energy Capable 3 3EE 3.0 Commissioning P 5 5 CD A AEE 3.1 Additional Commissioning Qualifications 1 1 CD A A EE 3.2 Building Envelope Commissioning 2 2 CD A AEE 4.1 Environmentally Preferable Refrigerants 1 1EE 5.1 Energy Management System 2 2 CD EE 5.2 Advanced Energy Management System and Submetering 2 2 CDEE 6.1 Natural Ventilation & Energy Conservation Interlocks 2 2 PS CD AWaterSubtotal2082730WE 1.1 Minimum Reduction in Indoor Potable Water Use 5 5WE 2.1 Reduce Potable Water Use for Sewage Conveyance 4 2 2 Design Review RequirementsConstruction Review RequirementsVARIES VARIES Name, Title, Date (Please print) Registered Principal Architect (Signature) Approximate Square Feet:Student Capacity: School Contact: Expected Completion: School Name: Bozeman High School Use this scorecard to track expected scores. Note that prerequisites have points associated with them even though they are required. This enables project teams to talk more meaningfully about the effort being put into each section of the Criteria. Prerequisite point columns are also highlighted for reference. Mark each credit as ready for review by using the appropriate column for each phase of the review. Key: P - Prerequisite; PS - CHPS Plan Sheet Required; CD - Construction Documents Required; A - Attachment Required Collaborative for High Performance Schools (CHPS) Project Scorecard: 2014 US-CHPS CriteriaTM State: Verification Is this the final CHPS Scorecard? School Address:School District: WE 3.1 Irrigation and Exterior Water Budget - Use Reduction 4 4 CD AWE 4.1 Reduce Potable Water Use for Non-Recreational Landscaping 4 2 1 1 CD A AWE 5.1 Recuce Potable Water Use for Recreational Landscaping 2 2 CD A WE 6.1 Irrigation Systems Commissioning 1 1 A A Sites Subtotal 24 12 5 3 2 7 SS 1.0 Site Selection P 3 3 ASS 2.1 Environmentally Sensitive Land 3 3 PS CD ASS 3.1 Minimize Site Disturbance 1 1 PS CD SS 4.1 Construction Site Runoff Control and Sedimentation 1 1 CD ASS 5.1 Post Construction Stormwater Management 2 2 2 PS CD ASS 6.1 Central location 2 2 PS A SS 7.1 Located Near Public Transportation 1 1 1 ASS 8.1 Joint-Use of Facilities 1 1 CD ASS 9.1 Human-Powered Transportation 2 2 PS CD A SS 10.1 Reduce Heat Islands - Landscaping and Sites 2 2 CDSS 11.1 Reduce Heat Islands - Cool Roofs and Green Walls 2 1 1 CD ASS 12.1 Avoid Light Pollution and Unnecessary Lighting 2 2 2 CD A SS 13.1 School Gardens 1 1 CD A ASS 14.1 Use Locally Native Plants for Landscape 1 1 PS CDMaterials and Waste Management Subtotal 21 11 0 3 3 4 MW 1.0 Storage and Collection of Recyclables P 2 2 CD AMW 2.1 Construction Site Waste Management 4 3 1 CD AMW 3.1 Single Attribute - Recycled Content 2 2 CD PS A MW 4.1 Single Attribute - Rapidly Renewable Materials 1 1 CD PS AMW 5.1 Single Attribute - Certified Wood 1 1 CD PS AMW 6.1 Single Attribute - Materials Reuse 1 1 CD PS A MW 7.1 EPDS 3 3 PS CD PS AMW 8.1 Building Reuse - Exterior 3 3 CD PS AMW 9.1 Building Reuse - Interior 1 1 CD PS A MW 10.1 Health Product Related Information Reporting 3 3 CD PS A Operations & Metrics Subtotal 19 10 9 0 0 0 OM 1.0 Facility Staff and Occupant Training P 2 2 CD A OM 2.1 Post-Occupancy Transition 2 2 A AOM 3.0 Performance Benchmarking P 2 2 A A AOM 4.1 High Performance Operations 5 5 A A A OM 5.1 Systems Maintenance Plan 1 1 AOM 6.1 Indoor Environmental Management Plan 2 2 AOM 7.1 Green Cleaning 2 2 A A OM 8.1 Integrated Pest Management 1 1 PS AOM 9.1 Anti-Idling Measures 1 1 AOM 10.1 Green Power 1 1 PS A 643 New Bozeman High School | Schematic Design 119 TS Pre-Bond Program Notes Students Served 1,500 1,500 Targeted maximum capacity with 80% utilization # of Teaching Stations 72 72 72 X 26 X 0.8 = 1,498 Students (1,500 targeted) Gross Square Feet per Student 203 203 Learning Communities (Classrooms & Labs) 100,035 54 100,178 98,090 SF OH State Standard (54 teaching stations) Commons / Kitchen 27,180 0 30,360 35,390 SF OH State Standard (cafetorium model) Admin / Student Services 8,665 0 7,950 8,490 SF OH State Standard Special Education / Resource 6,693 0 6,305 6,550 SF OH State Standard Visual Arts 7,566 3 6,656 6,100 SF OH State Standard Music 10,764 3 10,387 11,860 SF OH State Standard Performance Hall (Drama)13,644 1 13,284 0 SF OH State Standard (cafetorium model) Athletics / Activities / Health 71,628 6 71,598 42,930 SF OH State Standard (1 main gym, 1 court aux) Library / Media Center 10,075 0 10,075 9,180 SF OH State Standard Career Technical Education 29,760 5 28,275 17,760 SF OH State Standard (doesn't include shops) Building Support 18,941 0 18,932 22,850 SF OH State Standard 304,951 72 304,000 259,200 SF OH State Standards (2017) Students Served 1,800 1,800 Targeted maximum capacity with 80% utilization # of Teaching Stations 87 87 87 X 26 X 0.8 = 1,810 Students (1,800 targeted) Gross Square Feet per Student 195 High School Total 304,951 304,000 Future Addition 46,306 40,800 3 story addition adjacent to the learning communities, plus room for one story activities and drama additions. 351,257 87 344,800 Street Improvements Yes Yes Separate Bus & Student Drop-off Zones Yes Yes Student/Staff/Public Parking Spaces 900 ea 900 300 of theses spaces to be at the north city fields Bike Parking Spaces 90 ea 90 8-Lane Running Track & Football Field 1 ea 1 Future 10-lane track & stadium expansion + comfort station Artificial Turf Upgrade 0 ea 0 Desired, but not budgeted Competition Soccer Field 1 ea 1 To be constructed at the new north city fields Field Events 1 ea 1 Discus, shotput, long jump, pole vault (fenced) Practice Fields 3 ea 3 Softball Fields 2 ea 2 Provide space for 2 additional fields Tennis Courts 8 ea 8 10' fence, plus small storage shed Art Kiln / Storage Facility 400 sf 0 Easy defined additive alternate Facilities Storage Building / Yard 7,200 sf 0 Easy additive alternate. Could include district IT center. Track & Field Storage Facility 500 sf 500 Easy additive alternate. Could include district IT center. CTE Shop Yard 16,000 sf 10000 Includes 400 sf metal foundry, covered storage, work areas Loading Dock 1 ea 1 FUTURE GROWTH PLANNING BOZEMAN PUBLIC SCHOOLS NEW HIGH SCHOOL PROGRAM Updated: 08/07/17 High School Total NEW HIGH SCHOOL FACILITY - SUMMARY Space Programming Calculations High School Total NEW HIGH SCHOOL CAMPUS 644 New Bozeman High School | Schematic Design 120 TS Pre-Bond Program Notes LEARNING COMMUNITIES Small Classrooms 0 @ 700 =00 5,600 24 students / classroom Standard Classrooms 35 @ 850 =29,750 35 22,100 28 students / classroom Combo Classroom 10 @ 900 =9,000 10 7,200 28 students / classroom (w/ folding partition) Science Labs (Chemistry)2 @ 1,500 =3,000 2 3,900 28 students / classroom Science Labs (Biomed)1 @ 1,500 =1,500 1 0 28 students / classroom Science Labs (Physics)1 @ 1,500 =1,500 1 3,900 28 students / classroom Science Labs (Biology)2 @ 1,300 =2,600 2 3,600 28 students / classroom Science Labs (General)3 @ 1,200 =3,600 3 3,600 28 students / classroom Science Prep / Work 4 @ 400 =1,600 0 1,800 Two labs to share prep / work rooms Teacher Work/Planning Areas 8 @ 500 =4,000 4,000 Collaborative Plazas 8 @ 1,600 =12,800 14,400 Small Group Conference Room 8 @ 250 =2,000 2,000 Learning Community Storage 8 @ 220 =1,760 1,760 Learning Community Display 8 @ 80 =640 0 Learning Community Locker Alcoves 16 @ 200 =3,200 3,200 2-tier, 12"w x 15"d x 6'h vision lockers with combo locks 188 lockers per learning community = 1,504 total Non-Assignable Increase 30% @ 76,950 =23,085 23,118 100,035 54 100,178 COMMONS / KITCHEN Learning Street 600 @ 12 =7,200 11,250 Breakout areas, comfortable seating, study spaces Commons Town Square 600 @ 20 =12,000 11,250 Tables for seating 600 students Kitchen 1 @ 1,000 =1,000 1,500 Dry Storage 1 @ 1,200 =1,200 400 Walk-In Refrigerator 1 @ 375 =375 240 Walk-In Freezer 1 @ 375 =375 160 Office 1 @ 100 =100 100 Staff Room 1 @ 150 =150 150 Restroom 1 @ 50 =50 50 Servery 0 @ 2,750 =0 0 Food court service, multiple windows, open seating Concessions 1 @ 200 =200 200 Non-Assignable Increase 20% @ 22,650 =4,530 5,060 27,180 0 30,360 BOZEMAN PUBLIC SCHOOLS Department Total Space Department Total PROPOSED NEW HIGH SCHOOL PROGRAM Programming Calculations PROGRAM DETAIL PER AREA 645 New Bozeman High School | Schematic Design 121 ADMIN / STUDENT SERVICES MAIN OFFICE Waiting / Secretarial Office / Reception 1 @ 600 =600 800 Admin Offices 4 @ 150 =600 600 Decentralized administration configuration Admin Assistant 1 @ 120 =120 120 Staff Break Room 1 @ 280 =280 280 Staff Restrooms 2 @ 60 =120 120 Work / Mail Room 1 @ 240 =240 240 Large Conference 2 @ 250 =500 600 With folding partition between Small Conference / Misc Rooms 2 @ 150 =300 300 Secure Storage / Records 1 @ 150 =150 150 Detention 1 @ 300 =300 300 Storage 1 @ 100 =100 100 Business / Attendance Office 1 @ 275 =275 275 Admin Offices 1 @ 150 =150 150 Counseling Plaza with Reception 1 @ 300 =300 400 Counseling Offices 4 @ 120 =480 480 Reduced to 4 (1 counselor per 400 students) Secure Storage 2 @ 120 =240 240 Career Center Suite 1 @ 500 =500 600 Counseling Classroom 0 @ 850 =0 0 Share with an adjacent general classroom Offices (specialists, support, mentors, etc.)4 @ 120 =480 0 Reduced to 4 from 8 Conference Room 1 @ 250 =250 250 Health Center / Nurses Station 1 @ 500 =500 500 Restrooms 3 @ 60 =180 120 Non-Assignable Increase 30% @ 6,665 =2,000 1,325 8,665 0 7,950 SPECIAL EDUCATION / RESOURCE Plaza / Resource Center 1 @ 400 =400 0 Classrooms (CCCR/AAS, TAPS/SEB)4 @ 850 =3,400 2,550 Restrooms / Shower 2 @ 100 =200 200 OT / PT Room 1 @ 250 =250 250 Resource Center 0 @ 850 =0 850 Share with plaza above Specialist Offices 1 @ 400 =400 400 Suite w/ private conf rooms Smal private conference rooms 3 @ 120 =360 300 Storage Rooms 2 @ 150 =300 300 Non-Assignable Increase 30% @ 4,610 =1,383 1,455 6,693 0 6,305 VISUAL ARTS Teacher Work/Planning Areas 1 @ 250 =250 250 Shared with CTE Small Conference 1 @ 120 =120 120 Art Labs (2D, 3D)2 @ 2,000 =4,000 2 3,750 Art Classroom (maker space)1 @ 850 =850 1 400 Shared with CTE learning commuity Art Storage 2 @ 200 =400 400 Indoor - Kiln / Storage 1 @ 200 =200 200 Outdoor - Kiln / Storage 0 @ 500 =0 0 Easy Additive Alternate (Separate Outdoor Facility) Non-Assignable Increase 30% @ 5,820 =1,746 1,536 7,566 3 6,656 Department Total Department Total Department Total 646 New Bozeman High School | Schematic Design 122 MUSIC Teacher Work/Planning Areas 3 @ 120 =360 250 Reduced office size Small Conference 0 @ 120 =0 120 Music Studio (Band)1 @ 2,000 =2,000 1 2,000 Music Studio (Orchestra)1 @ 2,000 =2,000 1 2,000 Music Studio (Choir)1 @ 1,500 =1,500 1 1,600 Reduced sf (could be back half of performance hall) Music Plaza 1 @ 800 =800 400 Small Practice Room 4 @ 80 =320 320 Large Practice Room 2 @ 150 =300 300 Ensemble Practice Room 1 @ 250 =250 250 Music Storage 3 @ 250 =750 750 Non-Assignable Increase 30% @ 8,280 =2,484 2,397 10,764 3 10,387 PERFORMANCE HALL (DRAMA) 750 Seat Sloped Auditorium Seats 750 @ 7.0 =5,250 1 5,250 Could be split space w/ upper folding stadium seating Control Booth 1 @ 150 =150 150 Stage 1 @ 2400 =2400 2,400 Stage Storage 1 @ 400 =400 250 Stage Shop 1 @ 400 =400 600 Could be shared with the CTE wood shop Tickets / Sound Lobby 1 @ 150 =150 150 Dressing Restrooms 2 @ 400 =800 800 Small Dressing / Restrooms 2 @ 60 =120 120 Drama Costume Storage 1 @ 200 =200 150 Drama Classroom (Speech & Debate)1 @ 1500 =1500 1,200 Non-Assignable Increase 20% @ 11,370 =2,274 2,214 13,644 1 13,284 Department Total Department Total 647 New Bozeman High School | Schematic Design 123 ATHLETICS / ACTIVITIES / HEALTH Gymnasium - Competition 2,500 Seats 1 @ 17,300 =17,300 2 17,300 Main floor seats with end zone bleachers Gymnasium Balcony - Add 1,000 Seats 0 @ 4,800 =0 0 Future 1,000 balcony seats w/ PE phased space Auxiliary Gym - (2 Courts Each)2 @ 11,400 =22,800 4 22,400 Primary court with bleacher seating for approx 200/gym Wrestling Room (42'x42' matt size)1 @ 2,200 =2,200 2,400 Future balcony seating Fitness Center / Weight Room 1 @ 3,600 =3,600 3,600 Reduced size. Future balcony seating conversion Team Locker Room 2 @ 1,600 =3,200 3,200 PE Locker Rooms 4 @ 1,200 =4,800 4,000 Small Locker Rooms 2 @ 100 =200 200 PE Office 2 @ 270 =540 540 Staff Lockers / Showers 2 @ 200 =400 400 Officials Rooms 2 @ 100 =200 200 Team Rooms 2 @ 850 =1,700 1,600 Training Room 1 @ 500 =500 500 Laundry 1 @ 250 =250 250 AD Office 1 @ 135 =135 135 Coaching Center 2 @ 270 =540 540 Storage 6 @ 200 =1,200 800 Health Enhancement Classrooms / Labs 0 @ 850 =0 1,600 See general classrooms Entry Lobby 1 @ 150 =150 0 Secondary events entry was requested Non-Assignable Increase 20% @ 59,565 =11,913 11,933 71,628 6 71,598 LIBRARY / MEDIA CENTER Collaboration Area (stacks and social seating)1 @ 2,500 =2,500 2,500 Adjacent to collaborative breakout space Research Area (quiet seating and study)1 @ 2,250 =2,250 2,250 Small Study Rooms 4 @ 150 =600 600 Large Study Rooms 3 @ 200 =600 500 Library Work & Storage 1 @ 600 =600 600 Writing Lab 1 @ 900 =900 1,000 Circulation Area 1 @ 300 =300 300 Non-Assignable Increase 30% @ 7,750 =2,325 2,325 10,075 0 10,075 Reduced to pre-bond area allocations CAREER TECHNICAL EDUCATION Metal / Welding Lab 1 @ 4,300 =4,300 4,000 Area for art metal-smithing / jewelry Woods / Construction Lab 1 @ 3,500 =3,500 4,000 Potential sharing with drama stage set Auto / Engines Lab 1 @ 3,500 =3,500 4,000 Classrooms 3 @ 700 =2,100 3 1,700 Shared with art & learning community for utilization Arch/Eng Lab 1 @ 1,400 =1,400 1,500 Storage 5 @ 280 =1,400 800 Offices 5 @ 100 =500 400 Exterior Courtyard and Storage Yard 1 @ 16,000 =0 0 Exterior storage yard not in calc. See outdoor spaces. FCS Lab / Classroom (Culinary Arts)1 @ 1,750 =1,750 1,500 What type of kitchen, size of room, and shared spaces FCS Lab (Storage, Refrig, Freezer)1 @ 250 =250 250 Reduced the sf from original programming session FCS Classroom 1 @ 850 =850 0 Fashion, interiors, childhood development Daycare 0 @ 0 =0 0 Not programmed Photo / Graphics Lab 1 @ 1,400 =1,400 0 To include small dark room Production Studio 1 @ 600 =600 600 Green screen, broadcasting and recording Business Lab 1 @ 1,350 =1,350 1 2,400 28 students / classroom Business Classroom 1 @ 850 =850 1 0 Could be a shared classroom Conference Room 1 @ 250 =250 0 Student Store (DECA)1 @ 500 =500 400 Store Storage 1 @ 300 =300 200 Non-Assignable Increase 20% @ 24,800 =4,960 6,525 29,760 5 28,275 Department Total Department Total Department Total 648 New Bozeman High School | Schematic Design 124 BUILDING SUPPORT Large Restrooms 12 @ 250 =3,000 3,000 Small Restrooms 6 @ 60 =360 360 IT Rooms 7 @ 80 =560 560 IT Office 1 @ 200 =200 200 Reduce in size. Office to support 1-2 staff. IT Storage Staging 0 @ 900 =0 0 See separate facilities facility IT Computer Lab 0 @ 1,350 =0 0 See separate facilities facility Receiving / Storage 1 @ 800 =800 800 Maintenance Shop 1 @ 800 =800 800 Office 1 @ 150 =150 150 Break Room 1 @ 300 =300 300 Custodial Storage 1 @ 600 =600 600 Custodial Rooms 6 @ 100 =600 600 Mech / Elec 4 @ 1,800 =7,200 7,200 Outside Storage and Yard 0 @ 5,000 =See exterior facilites building Loading Dock 0 @ 1,500 =Exterior loading dock not in interior sf calc Non-Assignable Increase 30% @ 14,570 =4,371 4,362 18,941 0 18,932 61,071 62,250 203 sf/Student 304,951 72 304,000 FUTURE ADDITION Small Classrooms 0 @ 700 =0 1,400 24 students / classroom Standard Classrooms 9 @ 850 =7,650 9 7,650 28 students / classroom Combo Classroom 3 @ 900 =2,700 3 1,800 28 students / classroom (w/ folding partition) Labs (Science / Prep / Computer)2 @ 1,500 =3,000 2 3,000 28 students / classroom Teacher Work/Planning Areas 3 @ 500 =1,500 1,000 Collaborative Breakout Spaces 3 @ 1,800 =5,400 3,700 One is to be the future Bridger Charter Academy commons Small Group Conference Room 3 @ 250 =750 500 Learning Community Storage 3 @ 220 =660 450 Learning Community Lockers 3 @ 200 =600 800 Learning Community Display 2 @ 80 =160 160 Black Box Theatre (Allow for Future Space)1 @ 7,200 =7,200 1 7,200 Create for future area near drama if desired Activities/ Athletics 1,000 Balcony Seat Addition 1 @ 7,800 =7,800 4,800 Create for future area near activities Non-Assignable Increase 30% @ 29,620 =8,886 8,340 46,306 15 40,800 3-Story Learning Community Addition 195 sf/ Student 351,257 87 344,800TOTAL FUTURE GROSS Department Total TOTAL GROSS BUILDING AREA Department Total Total Non-Assignable Increase 649 New Bozeman High School | Schematic Design 125 ® 8 0 0 . 7 5 7 . 9 5 2 2w w w . c t a g r o u p . c o m NOT FOR CONSTRUCTION - PRELIMINARY DESIGNREVISIONS VICINITY MAP: Locator PROJECT LOCATION SHEET INDEX COVER G101NEW BOZEMAN HIGH SCHOOLBOZEMAN, MONTANACTA # BZNHS | L:\BZNHS\BIMCAD\Revit © 2017 | ALL RIGHTS RESERVED BOZEMAN, MONTANANEW BOZEMAN HIGH SCHOOL NOT FOR CONSTRUCTION 09.07.2017 09.07.2017 CHECKED BY | FRANZENDRAWN BY | WELLES NOT FORCONSTRUCTION CIVIL LANDSCAPE ARCHITECTURALA101 FIRST FLOOR PLANA102 SECOND FLOOR PLANA103 THIRD FLOOR PLAN OWNERBOZEMAN SCHOOL DISTRICT #7404 WEST MAIN STREETBOZEMAN, MT 59715406.522.6000 ARCHITECT/ENGINEERCTA Architects Engineers411 EAST MAIN STREET, SUITE 101BOZEMAN, MT 59715406.556.7100Project Manager: ROBERT FRANZEN CIVIL ENGINEERINGTD&H ENGINEERING234 EAST BABCOCK, SUITE 3BOZEMAN, MT 59715406.586.0277 STRUCTURAL ENGINEERINGDCI+BCE ENGINEERS1289 STONERIDGE DRIVEBOZEMAN, MT 59718406.556.8600 AUDITORIUM CONSULTANTSCHULER SHOOK219 MAIN STREET SE, SUITE 200MINNEAPOLIS, MN 55414612.339.5958 CODE SHEETSG201 CODE PLANG202 CODE PLAN C101 SITE LAYOUT, ACCESS, & CIRCULATIONC201 GRADING & DRAINAGE PLANC301 WATER, SEWER,& STORMDRAIN PLANC401 PEDESTRIAN TUNNEL PLAN & PROFILEC501 PEDESTRIAN TUNNEL DETAILSC502 TYPICAL ON-SITE PAVEMENT SECTIONSC503 TYPICAL ARTERIAL ROAD SECTIONS L101 NORTHERN SITE PLANL102 CENTRAL SITE PLANL103 SOUTHERN SITE PLAN FLANDERS MILL ROADCOTTONWOOD ROADDURSTON ROAD OAK STREET ANNIE STREET ANNIE STREET KITCHEN CONSULTANTHC DESIGN & CONSULTING614 FERGUSON AVE. SUITE 1BOZEMAN, MT 59718406.522.7700 650 New Bozeman High School | Schematic Design 126 1218 SF 415 SF 680 SF398 SF 1375 SF 875 SF 841 SF 881 SF 818 SF 818 SF 862 SF 862 SF 852 SF 456 SF 2659 SF 862 SF 887 SF 848 SF 421 SF 142 SF 248 SF 278 SF 230 SF 309 SF 267 SF 479 SF 179 SF 240 SF 123 SF 800 SF 833 SF 710 SF 1210 SF 481 SF 1210 SF 904 SF 846 SF 846 SF 1861 SF 856 SF 1772 SF 226 SF 1972 SF 3412 SF 2815 SF 4124 SF 623 SF 623 SF 1033 SF 1431 SF 765 SF 393 SF 395 SF 1410 SF 19435SF 982 SF 924 SF 804 SF 1515 SF 1542 SF 680 SF 553 SF 924 SF 921 SF 1035 SF 392 SF 392 SF 277 SF 153 SF 118 SF 118 SF 1532 SF 1877 SF 1911 SF 9275 SF 9328 SF 12197SF 159 SF 255 SF 401 SF 278 SF EXIT A EXIT E EXIT F EXIT G EXIT I EXIT J EXIT K EXIT M EXIT N EXIT Q 40'-8" 192'-0" EXIT O 146'-0"EXIT P EXIT B EXIT C EXIT D EXIT H EXIT L 47'-8"227'-10"157'-7"8888 SF 8888XXX/XX EXIT PATH SPACE AREAOCCUPANCY TAG: NUMBER OF OCCUPANTSOCCUPANT LOAD FACTOR 1 HOUR FIRE BARRIER - SEAL PERMIETER AND PENETRATIONS PER DETAILS NEW SEMI-RECESSED CABINET AND FIRE EXTINGUISHER - SEE SPECIFICATIONSFEC SURFACE MOUNTED FIRE EXTINGUISHER - SEE SPECIFICATIONS FE60M UL RATED FIRE DOOR AND FRAME WITH RATING AS INDICATED- SEE SHEET A601 NOTE: SEE ELECTRICAL FOR ILLUMINATED EXIT SIGNS. CODE PLAN LEGEND EXIT PATH DISTANCES CODES:2012 INTERNATIONAL BUILDING CODE (IBC)2012 INTERNATIONAL ENERGY CONSERVATION CODE (IECC)2012 INTERNATIONAL FIRE CODE (IFC)2014 NATIONAL ELECTRIC CODE (NEC)2012 NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) CHAPTER 13, STANDARD FOR INSTALLATION OF FIRE SPRINKLERS2010 AMERICANS DISABILITY ACT STANDARDS (ADA)2009 AMERICAN NATIONAL STANDARD INSTITUTE (ANSI) A117.9 ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES2012 UNIFORM PLUMBING CODE AND MCA ARM 24.301.351 THE FOLLOWING STANDARDS ARE APPLICABLE IN ADDITION TO ANY OTHER LOCAL REQUIREMENTS: UNDERWRITERS LABORATORIES (UL)OCCUPATIONAL SAFETY & HEALTH ADMINISTRATION (OSHA) 2012 INTERNATIONAL BUILDING CODE FACILITY USE AND OCCUPANCY CLASSIFICATION IBC CHAPTER 3 OCCUPANCY CLASSIFICATION: GROUP E (EDUCATIONAL) AREA / HEIGHT / OCCUPANCY (IBC TABLE 503 AND TABLE 601)SECTION 503, TABLE 503.1TYPE IB_ WITH AUTOMATIC SPRINKLER SYSTEM TOTALS INCLUDE:160' ALLOWABLE + 20' INCREASE = 180' HEIGHT5 STORIES ALLOWABLE + 1 STORY INCREASE = 6 STORIES(UNLIMITED) UL SF ALLOWABLE PER STORY HEIGHT INCREASESSECTION 504.2 AUTOMATIC SPRINKLER SYSTEMMAX BUILDING HEIGHT INCREASED BY 20 FTMAX STORY INCREASE = 1MAX AREA - SEE 506.2 & 506.3: 200% INCREASE FOR OVER 1 STORY ABOVE GRADE300% INCREASE FOR SINGLE STORY BUILDING BUILDING AREA MODIFICATIONSECTION 506.2 : FRONTAGE INCREASE : TYPE IB: NONE APPLICABLE FOR FRONTAGE INCREASE : ALLOWABLE AREA PER STORY = UL(UNLIMITED) SF GROSS AREA PROVIDED (LEVELS 1-3 + MECHANICAL LEVEL): 302,618 SF TYPES OF CONSTRUCTIONSECTION 601 - FIRE RATING REQUIREMENTS FOR BUILDING ELEMENTS TYPE IB: RESISTIVE CONSTRUCTION REQUIREMENTS: IBC TABLE 601 ELEMENT TYPE IBPRIMARY STRUCTURAL FRAME 2BEARING WALLS (EXTERIOR)2BEARING WALLS (INTERIOR)2NON-BEARING WALLS (EXTERIOR)0 (SEE TABLE 602)NON-BEARING WALLS (INTERIOR)0FLOOR CONSTRUCTION & SECONDARY MEMBERS 2ROOF CONSTRUCTION & SECONDARY MEMBERS 2 SECTION 602 - FIRE SEPARATION DISTANCE AND EXTERIOR WALL RATINGS GROUP E: TYPE IB:X<5' = 1 HR ; 10 </= X < 30' = 1 HR; >30'= 0 HR*** ALL EXTERIOR WALLS ARE >30' FROM PROPERTY LINES. CODE REVIEW INFORMATION FIRE AND SMOKE / BUILDING SEPARATIONS / PROTECTION 705 EXTERIOR WALL REQUIREMENTS705.8.1.1 - 1.1 AND 1.2: UNLIMITED ON FIRST STORY ABOVE GRADE PLANE.705.8 - OPENINGS (% SHOWN BELOW INDICATES SPRINKLERED/UNPROTECTED OPENINGS)3-5 FEET: 15% MAX OPENINGS OF WALL AREA5-10 FEET: 25% MAX OPENINGS OF WALL AREA10-15 FEET: 45% MAX OPENINGS OF WALL AREA15-20 FEET: 75% MAX OPENINGS OF WALL AREA20+ FEET: NO LIMIT MAX OPENINGS OF WALL AREA*** FIRE SEPARATION IS > 20 FEET. 706 FIRE WALLSTABLE 706.4: FIRE WALL FIRE-RESISTANCE RATINGS GROUP E = 3 HR (UNLESS TYPE II OR V CONSTRUCTION, THEN 2 HOUR RATING) SECTION 707 - FIRE BARRIERS707.3.1 - PER 713.4 - SHAFT ENCLOSURES: 1-HR CONNECTING < 4 STORIES, 2-HR CONNECTING 4+ STORIES 707.3.2 - PER 1022.2 -STAIR ENCLOSURES: 1-HR CONNECTING < 4 STORIES, 2-HR CONNECTING 4+ STORIES707.3.10 - FIRE AREAS: FIRE BARRIERS OR HORIZONTAL ASSEMBLIES SHALL BE 2-HR RATED SECTION 713 SHAFT ENCLOSURES713.4 - FIRE-RESISTANCE RATING: 1-HR FIRE RESISTANCE RATING CONNECTING < 4 STORIES****ELEVATOR, STAIRS, AND MECHANICAL CHASES WILL BE CONSIDERED AS SHAFTS.713.14.1 EXCEPTION 4: ELEVATOR LOBBIES ARE NOT REQUIRED WHEN BUILDING IS SPRINKLERED. SECTION 716 OPENING PROTECTIVES716.5.5.1 GLAZING IN DOORS: FIRE PROTECTION RATED < 100 SQ IN., FIRE-RESISTANT RATED >100 SQ IN WHEN TESTED AS COMPONENT OF DOOR ASSEMBLY INTERIOR FINISH CLASSIFICATIONSCHAPTER 8, 803.1.1: INTERIOR WALL AND CEILING FINISH MATERIALS TABLE 803.9 FULLY SPRINKLERED OCCUPANCY GROUP EXITS EXIT ACCESS OTHER SPACES /ROOMSE CLASS-B CLASS-C CLASS-C FIRE PROTECTION SYSTEMSSECTION 903 AUTOMATIC SPRINKLER SYSTEMS903.2.3 REQUIRED AT GROUP E: REQUIRED AT FIRE AREAS OVER 12,000 SF, REQUIRED AT FLOORS NOT AT LEVEL OF EXIT DISCHARGE UNLESS EVERY CLASSROOM AT THAT LEVEL HAS AT LEAST ONE EXTERIOR DOOR AT GROUND LEVEL.903.2.4 REQUIRED AT GROUP F-1: IF AREA EXCEEDS 12000 SF903.2.1 REQUIRED AT WOODWORKING OPERATIONS: IF AREA EXCEEDS 2500 SF 905.3.1 - STANDPIPES-REQUIRED: TOP LEVEL FROM LOWEST POINT OF FD ACCESS BELOW IS MORE THAN 30'. -EXCEPTION 1: CLASS I STANDPIPES IN STAIRWELL. TO BE LOCATED IN EVERY INTERIOR EXIT STAIRWELL.906: PORTABLE FIRE EXTINGUISHERS: WITHIN 75' OF TRAVEL PER NFPA 10906.1 WITHIN 30' OF COMMERCIAL COOKING EQUIPMENT907 FIRE ALARM AND DETECTION: FIRE ALARM SYSTEM WILL BE PROVIDED. EANS OF EGRESSSECTION 1004 OCCUPANT LOADSECTION 1004.1.2 - OCCUPANT LOADSCLASSROOM = 1 OCCUPANT/20 NET SQUARE FEETSHOPS/VOCATIONAL RM = 1 OCCUPANT/50 NET SQUARE FEETEXERCISE ROOMS = 1 OCCUPANT/50 GROSS SQUARE FEETKITCHEN (COMMERCIAL)= 1 OCCUPANT/200 GROSS SQUARE FEETLIBRARYREADING= 1 OCCUPANT/50 NET SQUARE FEETSTACKS AREA = 1 OCCUPANT/100 GROSS SQUARE FEETSTAGES AND PLATFORMS = 1 OCCUPANT/15 NET SQUARE FEETASSEMBLY TABLES AND CHAIRS = 1 OCCUPANT/15 NET SQUARE FEETASSEMBLY FIXED SEATS = 1 OCCUPANT PER SEATSTORAGE / MECHANICAL EQUIPMENT= 1 OCCUPANT/300 GROSS SQUARE FEETBUSINESS AREAS = 1 OCCUPANT/100 GROSS SQUARE FEET OCCUPANT LOADS SF SF ALLOWED/OCC OCCUPANT TOTALS TOTAL PER FLOOR: SECTION 11ST FLOOR X SF VARIES 27342ND FLOOR X SF VARIES 122TOTAL SECTION 1 2856 TOTAL PER FLOOR: SECTION 21ST FLOOR X SF VARIES 300TOTAL SECTION 2 300 TOTAL PER FLOOR: SECTION 31ST FLOOR X SF VARIES 1253TOTAL SECTION 3 1253 TOTAL PER FLOOR: SECTION 41ST FLOOR X SF VARIES 3792ND FLOOR X SF VARIES 6113RD FLOOR X SF VARIES 463TOTAL SECTION 4 1453 TOTAL PER FLOOR: SECTION 51ST FLOOR X SF VARIES 4892ND FLOOR X SF VARIES 326TOTAL SECTION 5 815 TOTAL PER FLOOR: SECTION 61ST FLOOR X SF VARIES 2912ND FLOOR X SF VARIES 2903RD FLOOR X SF VARIES 290TOTAL SECTION 6 871 SECTION 1005 MEANS OF EGRESS SIZINGSECTION 1005.3.1 - STAIR WIDTH: =(EXCEPTION 1) .2 INCH/OCCUPANT WITH SPRINKLER SYSTEM1005.3.2 - OTHER EGRESS COMPONENTS = 0.15/OCCUPANT (EXCEPTION 1) SECTION 1007 ACCESSIBLE MEANS OF EGRESSSECTION 1007.1 ACCESSIBLE SPACES SHALL BE PROVIDED WITH NOT LESS THAN ONE ACCESSIBLE MEANS OF EGRESS. WHERE MORE THAN ONE MEANS OF EGRESS IS REQUIRED FROM ANY ACCESSIBLE SPACE, EACH ACCESSIBLE PORTION OF THE SPACE SHALL BE SERVED BY NOT LESS THAN TWO ACCESSIBLE MEANS OF EGRESS. SECTION 1007.3 STAIRWAYS 1007.3.1 - 48" CLEAR BETWEEN HANDRAILS NOT REQUIRED WITH FIRE SPRINKLERS. STAIR WIDTH MUST BE A MINIMUM OF 44" WIDE (CROSS-REFERENCE WITH 1009.4)1007.3.2 - AREAS OF REFUGE NOT REQUIRED AT STAIRS WITH FIRE SPRINKLERSSECTION 1007.4 ELEVATORS 1007.4.2 - AREAS OF REFUGE NOT REQUIRED AT ELEVATORS WITH FIRE SPRINKLERS SECTION 1014 EXIT ACCESS1014.3 COMMON PATH OF EGRESS TRAVEL E = 75 FEET SECTION 1015 EXIT AND EXIT ACCESS DOORWAYS1015.1 TWO EXITS, OR EXIT ACCESS STAIRWAYS WHERE OCCUPANT LOAD EXCEEDS VALUES OF TABLE 1015.1: OCCUPANT LOAD GREATER THAN 49 FOR E OCCUPANCIES. 1015.1.1 THREE EXITS OR EXIT ACCESS DOORWAYS WHERE OCCUPANT LOAD IS BETWEEN 501-1000 PER SPACE OR STORY. FOUR EXITS WITH OCCUPANT LOAD GREATER THAN 1000 PER SPACE OR STORY.SECTION 1015 EXIT AND EXIT ACCESS DOORWAY ARRANGEMENTSECTION 1015.2.1 EXCEPTION 2 REQUIRED SPACING BETWEEN 2 REQUIRED EXIT DOORS = 1/3 THE DIAGONAL DIMENSION. SECTION 1016 EXIT ACCESS TRAVEL DISTANCETABLE 1016.2 - EXIT ACCESS TRAVEL DISTANCE WITH SPRINKLERGROUP E = 250 FEET SECTION 1018 CORRIDORSTABLE 1018.1 - CORRIDOR RATING - 0 HOURS, E OCCUPANCY WITH SPRINKLER SYSTEMTABLE 1018.2 - GROUP E WITH A CORRIDOR HAVING A REQUIRED CAPACITY OF 100 OR MORE = 72 INCHES WIDTH (MINIMUM)1018.4 - DEAD END CORRIDORS SHALL NOT EXCEED 20 FEET.EXCEPTION 2: IN OCCUPANCY E WITH AUTOMATIC SPRINKLER SYSTEM LENGTHS OF DEAD END CORRIDORS NOT EXCEED 50 FEET.EXCEPTION 3: DEAD END CORRIDOR SHALL NOT BE LIMITED IN LENGTH WHERE THE LENGTH OF THE CORRIDOR IS LESS THAN 2.5 TIMES THE LEAST WIDTH OF THE DEAD-END CORRIDOR.1018.6 - CORRIDOR CONTINUITY COMMENTARY FIGURE 1018.6 (5) DEPICTS THE OPTION FOR ADDITIONAL DOORS ON THE ELEVATOR HOISTWAY FOR MAINTAINING THE INTEGRITY OF THE CORRIDOR. SECTION 1021 NUMBER OF EXITS AND EXIT CONFIGURATION1021.2 TWO EXITS, OR EXIT ACCESS STAIRWAYS FROM ANY STORY WHERE OCCUPANT LOAD EXCEEDS VALUES OF TABLE 1021.2(2): OCCUPANT LOAD GREATER THAN 49 OR TRAVEL DISTANCE OF 75 FEET FOR E OCCUPANCIES. 1021.2.4 THREE EXITS OR EXIT ACCESS STAIRWAYS OR RAMPS AT STORIES WHERE OCCUPANT LOAD IS BETWEEN 501-1000 PER SPACE OR STORY. FOUR EXITS WITH OCCUPANT LOAD GREATER THAN 1000 PER SPACE OR STORY.1021.3 EXIT CONFIGURATION IN ACCORDANCE WITH 1015.2.2 EXCEPTION 2 REQUIRED SPACING BETWEEN 2 REQUIRED EXIT DOORS = 1/3 THE DIAGONAL DIMENSION ACCESSIBILITYSECTION 1104 ACCESSIBLE ROUTE1104.4 MULTISTORY BUILDINGS AND FACILITIES: ONE ACCESSIBLE ROUTE PROVIDED TO ALL ACCESSIBLE STORIES.1109 FACILITIES: 1109.2 EACH TOILET ROOM SHALL BE ACCESSIBLE1109.2.1 IN ASSEMBLY OCCUPANCIES AN ACCESSIBLE FAMILY OR ASSISTED-USE TOILET ROOM SHALL BE PROVIDED WHERE AN AGGREGATE OF SIX OR MORE MALE AND FEMALE WATER CLOSETS IS REQUIRED.1111 SIGNAGE: ACCESSIBLE ENTRANCES, TOILET ROOMS PLUMBING FIXTURE ANALYSIS: UPC W/ MT ARM 24.301.351 AMENDMENTS EDUCATIONAL SECONDARY: ASSEMBLY:WATER CLOSETS: 1 PER 100 MALE ; 1 PER 45 FEMALE WATER CLOSETS: 1 PER 125 MALE ; 1 PER 75 FEMALELAVATORIES: 1 PER 2 WATER CLOSETS LAVATORIES: 1 PER 2 WATER CLOSETSDRINKING FOUNTAINS: 1 PER FLOOR DRINKING FOUNTAINS: 1 PER 1000 ® 8 0 0 . 7 5 7 . 9 5 2 2w w w . c t a g r o u p . c o m NOT FOR CONSTRUCTION - PRELIMINARY DESIGNREVISIONS CODE PLAN G201NEW BOZEMAN HIGH SCHOOLBOZEMAN, MONTANACTA # BZNHS | L:\BZNHS\BIMCAD\Revit © 2017 | ALL RIGHTS RESERVED 09.07.2017 CHECKED BY | CheckerDRAWN BY | Author NOT FORCONSTRUCTION 1/32" = 1'-0"G201 1 FIRST FLOOR CODE PLAN NORTH 651 New Bozeman High School | Schematic Design 127 841 SF 881 SF 881 SF 819 SF 819 SF 870 SF 840 SF 869 SF 415 SF 680 SF 853 SF 853 SF 842 SF 846 SF 906 SF 857 SF 292 SF 848 SF 852 SF 857 SF 1512 SF 910 SF 554 SF 912 SF 160 SF 118 SF 118 SF 118 SF 90 SF 90 SF 90 SF 94 SF 120 SF 120 SF166 SF100 SF279 SF 4 0'-11"129'-0"145'-10"868 SF 881 SF 881 SF 819 SF 819 SF 1375 SF 1218 SF 415 SF 680 SF 824 SF 841 SF 841 SF 969 SF 710 SF 2295 SF 451 SF 706 SF 857 SF 921 SF 853 SF 1967 SF 854 SF 402 SF 874 SF 859 SF 859 SF 1291 SF 846 SF 1210 SF 1210 SF 847 SF 732 SF 732 SF 732 SF 1535 SF 2219 SF 3053 SF 401 SF 319 SF 398 SF 224 SF 176 SF 176 SF 279 SF 298 SF 263 SF 152 SF 152 SF 152 SF 286 SF 236 SF 124 SF 4 1'-0" 132'-8"137'-4"7 8'-6"153'-8" 49'-0"203'-4"8888 SF 8888XXX/XX EXIT PATH SPACE AREAOCCUPANCY TAG: NUMBER OF OCCUPANTSOCCUPANT LOAD FACTOR 1 HOUR FIRE BARRIER - SEAL PERMIETER AND PENETRATIONS PER DETAILS NEW SEMI-RECESSED CABINET AND FIRE EXTINGUISHER - SEE SPECIFICATIONSFEC SURFACE MOUNTED FIRE EXTINGUISHER - SEE SPECIFICATIONS FE60M UL RATED FIRE DOOR AND FRAME WITH RATING AS INDICATED- SEE SHEET A601 NOTE: SEE ELECTRICAL FOR ILLUMINATED EXIT SIGNS. CODE PLAN LEGEND EXIT PATH DISTANCES ® 8 0 0 . 7 5 7 . 9 5 2 2w w w . c t a g r o u p . c o m NOT FOR CONSTRUCTION - PRELIMINARY DESIGNREVISIONS CODE PLAN G202NEW BOZEMAN HIGH SCHOOLBOZEMAN, MONTANACTA # BZNHS | L:\BZNHS\BIMCAD\Revit © 2017 | ALL RIGHTS RESERVED 09.07.2017 CHECKED BY | CheckerDRAWN BY | Author NOT FORCONSTRUCTION 1/32" = 1'-0"G202 2 THIRD FLOOR CODE PLAN 1/32" = 1'-0"G202 1 SECOND FLOOR CODE PLAN NORTH NORTH 652 New Bozeman High School | Schematic Design 128 OAK STREETCOTTONWOOD ROAD FLANDERS MILL ROAD DRAWN BY | REVISIONS ©| ALL RIGHTS RESERVED ® CHECKED BY |NEW BOZEMAN HIGH SCHOOLBOZEMAN, MONTANASCHEMATIC DESIGN 09.07.2017 NOT FOR CONSTRUCTION - PRELIMINARY DESIGN2017 406.586.0277 • tdhengineering.comEngineeringC101 SITE LAYOUT,ACCESS, &CIRCULATION CJC - 653 New Bozeman High School | Schematic Design 129 OAK STREETFLANDERS MILL ROAD DRAWN BY | REVISIONS ©| ALL RIGHTS RESERVED ® CHECKED BY |NEW BOZEMAN HIGH SCHOOLBOZEMAN, MONTANASCHEMATIC DESIGN 09.07.2017 NOT FOR CONSTRUCTION - PRELIMINARY DESIGN2017 406.586.0277 • tdhengineering.comEngineeringC201 GRADING &DRAINAGE PLAN CJC - COTTONWOOD ROAD 654 New Bozeman High School | Schematic Design 130 OAK STREETFLANDERS MILL ROAD DRAWN BY | REVISIONS ©| ALL RIGHTS RESERVED ® CHECKED BY |NEW BOZEMAN HIGH SCHOOLBOZEMAN, MONTANASCHEMATIC DESIGN 09.07.2017 NOT FOR CONSTRUCTION - PRELIMINARY DESIGN2017 406.586.0277 • tdhengineering.comEngineeringC301 WATER, SEWER,& STORMDRAIN PLAN CJC - COTTONWOOD ROAD 655 New Bozeman High School | Schematic Design 131 3.15%-2.76% 0.50%2.00% -2.00%2.50% 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 27+86 PLAN VIEW - PEDESTRIAN TUNNEL AT OAK STREET OAK STREET COTTONWOOD ROADFLANDERS MILL ROADDRAWN BY | REVISIONS ©| ALL RIGHTS RESERVED ® CHECKED BY |NEW BOZEMAN HIGH SCHOOLBOZEMAN, MONTANASCHEMATIC DESIGN 09.07.2017 NOT FOR CONSTRUCTION - PRELIMINARY DESIGN2017 406.586.0277 • tdhengineering.comEngineeringC401 PEDESTRIAN TUNNELPLAN & PROFILE CJC - PROFILE VIEW - PEDESTRIAN TUNNEL AT OAK STREET 656 New Bozeman High School | Schematic Design 132 TUNNEL ENTRANCE ENTRANCE AT OPEN MEDIAN OPENING AT MEDIAN TUNNEL SECTION DRAWN BY | REVISIONS ©| ALL RIGHTS RESERVED ® CHECKED BY |NEW BOZEMAN HIGH SCHOOLBOZEMAN, MONTANASCHEMATIC DESIGN 09.07.2017 NOT FOR CONSTRUCTION - PRELIMINARY DESIGN2017 406.586.0277 • tdhengineering.comEngineeringC501 PEDESTRIAN TUNNELDETAILS CJC - PEDESTRIAN TUNNEL STRUCTURE DETAIL 657 New Bozeman High School | Schematic Design 133 DRAWN BY | REVISIONS ©| ALL RIGHTS RESERVED ® CHECKED BY |NEW BOZEMAN HIGH SCHOOLBOZEMAN, MONTANASCHEMATIC DESIGN 09.07.2017 NOT FOR CONSTRUCTION - PRELIMINARY DESIGN2017 406.586.0277 • tdhengineering.comEngineeringC502 TYPICAL ON-SITEPAVEMENT SECTIONS CJC - 658 New Bozeman High School | Schematic Design 134 DRAWN BY | REVISIONS ©| ALL RIGHTS RESERVED ® CHECKED BY |NEW BOZEMAN HIGH SCHOOLBOZEMAN, MONTANASCHEMATIC DESIGN 09.07.2017 NOT FOR CONSTRUCTION - PRELIMINARY DESIGN2017 406.586.0277 • tdhengineering.comEngineeringC503 TYPICAL ARTERIALROAD SECTIONS CJC - 659 New Bozeman High School | Schematic Design 135 FLANDERS MILL ROADCOTTONWOOD ROADNEW BOZEMAN NEW BOZEMAN HIGH SCHOOL MATCHLINE - SEE L101 MATCHLINE - SEE L102 TUNNEL CONNECTION ENTRYPLAZA ENTRYPLANTINGS ENTRYPLANTINGS SOCCERFIELD PARKING LOT(301 SPACES) STORMWATERPOND STORMWATERPOND SEEDED NATIVE GRASS,IRRIGATED, TYP. SEEDED NATIVE GRASS,IRRIGATED, TYP. SEEDED NATIVE GRASS,IRRIGATED, TYP. SEEDED NATIVE GRASS,IRRIGATED, TYP. SEEDED BLUEGRASS, IRRIGATED,TYP. SAND BASE WITH UNDERDRAINSODDED SERVICEDRIVE FIRETRUCKTURNAROUND FIRELANE EGRESSWALK/EMERGENCY NORTHREF. DRAWN BY | REVISIONS ©| ALL RIGHTS RESERVED ® CHECKED BY |NEW BOZEMAN HIGH SCHOOLBOZEMAN, MONTANASCHEMATIC DESIGN 09.07.2017 NOT FOR CONSTRUCTION - PRELIMINARY DESIGN2017 1 L101 NORTHERN SITE PLAN 1"=50'-0" 06.29.17 11:09 PM |L:\BZNHS\BIMCAD\LandArch\BZHS SD.dwg NORTHERNSITE PLAN DONOVAN - RUSH 100'50'25'0 SCALE: 1" = 50' 660 New Bozeman High School | Schematic Design 136 FLANDERS MILL ROADCOTTONWOOD ROADCOTTONW NEW BOZEMAN HIGH SCHOOL UP UP RESTROOMS &TICKETING MATCHLINE - SEE L101 MATCHLINE - SEE L102 MATCHLINE - SEE L102 MATCHLINE - SEE L103 ENTRYPLAZA ENTRYPLANTINGS MULTI PURPOSEFIELD PRACTICEFIELD TENNIS PARKING LOT(296 SPACES) STAFF ANDVISITORPARKING LOT(178 SPACES) FUTURE PARKINGLOT(58 SPACES) FUTURE PARKINGLOT(63 SPACES) TENNISSTORAGESHED STORMWATERMANAGEMENT STORMWATERMANAGEMENTSEEDED BLUEGRASS, IRRIGATED,TYP.SEEDED BLUEGRASS, IRRIGATED,TYP. BERMS TYP. BERMS TYP. BERMS TYP. BERMS TYP. BERMS TYP. BERMS TYP. BERMS TYP. BUS DROPOFF BUS DROPOFFSECONDARYENTRY PARENT DROPPARENT DROPBUS DROPOFFPASSANGER DROPOFFLEARNING STREETPUBLICTRANSITBUS STOP SEEDED BLUEGRASS, IRRIGATED,TYP. SEEDED BLUEGRASS, IRRIGATED,TYP. NORTHREF. DRAWN BY | REVISIONS ©| ALL RIGHTS RESERVED ® CHECKED BY |NEW BOZEMAN HIGH SCHOOLBOZEMAN, MONTANASCHEMATIC DESIGN 09.07.2017 NOT FOR CONSTRUCTION - PRELIMINARY DESIGN2017 1 L102 CENTRAL SITE PLAN 1"=50'-0" 06.29.17 11:09 PM |L:\BZNHS\BIMCAD\LandArch\BZHS SD.dwg CENTRALSITE PLAN DONOVAN - RUSH 100'50'25'0 SCALE: 1" = 50' 661 New Bozeman High School | Schematic Design 137 FLANDERS MILL ROADCOTTONWOOD ROADMATCHLINE - SEE L102 MATCHLINE - SEE L103 FOOTBALL PRACTICE FIELD,SEEDED BLUEGRASS FOOTBALL FIELD, SANDBASE WITH UNDER DRAINSODDED SOFTBALL FIELD,SEEDED BLUEGRASS COMPETITIONSOFTBALL FIELD,SODDED BLUEGRASS 8 LANE TRACK WITH FUTUREEXPANSION TO 10 LANES LONG JUMP AND TRIPLE JUMPLANES (1) DISCUS THROWING AREA HIGHJUMP POLE VAULT SHOT PUT THROWING AREA JAVELIN FUTUREBLEACHERS TRACKANDFIELDSTORAGESHED COMFORTSTATION 6' FENCE 6' FENCE FUTUREFIELD UNDEVELOPED FARMLAND 4' CHAIN LINK FENCE FUTURE PARKING AS NEEDED SEEDED BLUEGRASS, IRRIGATED,TYP. SEEDED BLUEGRASS, IRRIGATED,TYP. SEEDEDBLUEGRASS,IRRIGATED,TYP. SEEDEDBLUEGRASS,IRRIGATED,TYP. SEEDED NATIVE GRASS,IRRIGATED, TYP. SEEDED NATIVE GRASS,IRRIGATED, TYP. SEEDED NATIVE GRASS,IRRIGATED, TYP. NORTHREF. DRAWN BY | REVISIONS ©| ALL RIGHTS RESERVED ® CHECKED BY |NEW BOZEMAN HIGH SCHOOLBOZEMAN, MONTANASCHEMATIC DESIGN 09.07.2017 NOT FOR CONSTRUCTION - PRELIMINARY DESIGN2017 1 L103 SOUTHERN SITE PLAN 1"=50'-0" 100'50'25'0 SCALE: 1" = 50' 06.29.17 11:09 PM |L:\BZNHS\BIMCAD\LandArch\BZHS SD.dwg SOUTHERNSITE PLAN DONOVAN - RUSH 662 New Bozeman High School | Schematic Design 138 3 4 5 6 FEDCB CCDD BB EE G HH GG A 2 1 7 8 FF AA WORK/PLANNING MUSIC STOR. BAND STUDIO ORCHESTRA LG PRACT. LG PRACT. WORK/PLANNING STOR.WORK/PLANNING CHOIR STUDIO SM PRACT. GROUP STUDY TEACHER PLANNING WRITING LAB GROUP STUDYGROUP STUDY STORAGE CLASSROOM STORAGE STAIRS COMBINATION CLASSROOM COMBINATION CLASSROOM LIBRARY COLLABORATIVE AREA ELEVATOR RESTRM CORRIDOR COLLABORATIVE PLAZA RECEPTION WAITING OPEN OFFICE MAIL/ WORK ROOMADMIN ASSISTANT OT/PT DETENTION PRINCIPAL'S OFFICELARGE CONF. SPEC. ED. OFFICE SUITE CLASSROOM LAB PREP/ WORK ROOM LAB CLASSROOM CLASSROOM CLASSROOM CONFERENCE ROOM COMBINATION CLASSROOM COMBINATION CLASSROOM CLASSROOM STAIR TEACHER PLANNING STAIR STOR STOR. MECH/ELEC JAN. RESTRM MECH/ELEC NURSE ROOM SM CONF.VICE PRINC. OFFICE OFFICIALS COACH CENTER TRAINING TEAM ROOM TEAM ROOM LR PE OFFICE LR PE OFFICE ATHLETICS STORAGE LR LR LAUNDRYTEAM LOCKER ROOM LR TEAM LOCKER ROOM2625 PERSON COMPETITION GYM ELEC/ DATAWATER/ FIRE ENTRANCE CTE STOR. FCS PROSTART FREEZER/ REF JANITOR'S CLOSET ELECT. RECEIVING AND STORAGE MECH/ ELEC FCS PROSTART LAB/ CLASSROOM CTE BIO-SCIENCE LAB PREP/ WORK ROOM LAB STORAGE ROOM HEALTH ENHANCEMENT CLASSROOM HEALTH ENHANCEMENT CLASSROOM CONF ROOM BUS. CLASSROOM BUSINESS LAB BUSINESS CONF ROOMFCS CLASSROOM WOMENS PHOTO/ GRAPHICS LAB PHOTO PRODUCTION ART STORAGE KILN/ STORAGE ART 3D LAB DRY STORAGE WALK-IN FRIDGE WALK-IN FREEZER CTE AUTO STOR. AUX STORAGEDRAMA CLASSROOM F/T RESTROOMF/T RESTROOM DRESSING DRESSING STAGE STOR. STAGE SHOP STOR. KITCHEN ENSAMBLE PRACT. STOR. SM PRACT. SM PRACT. SM PRACT. VEST.VEST. 92 ft²STOR. STOR. VICE PRINC. OFFICESRO OFFICE TOILET ROOM IT STORAGE SEB SPEC ED CLASSROOM SPEC ED RESTROOM STORAGE ATHLETIC DIRECTOR OFFICE OFFICIALS LF WOMENS MENS STOR. MENS STOR. STOR/LAUNDRY DRY STOR/TOOLS DATA ELEC./MECH. OFFICE RESTROOM STAFF ROOM STAIR CUSTODIAL STOR. CTE METALS STOR. CTE WOOS STOR. CTE STOR. CTE WOODS CTE AUTO CTE METALS CTE METALS TOOL STOR. COMPRESSOR ROOM AUX GYM AUX GYM COACHINGCENTER STOR AUDITORIUM STAFF LOCKER STAFF LOCKER TICKETING CONCESSIONS STOR FUTUREPHASE FUTUREPHASE FUTUREPHASE 1 A101 FIRST FLOOR PLAN 1"=40'-0" DRAWN BY | REVISIONS ©| ALL RIGHTS RESERVED ® CHECKED BY |NEW BOZEMAN HIGH SCHOOLBOZEMAN, MONTANASCHEMATIC DESIGN 09.07.2017 NOT FOR CONSTRUCTION - PRELIMINARY DESIGN2017 06.29.17 11:09 PM |L:\BZNHS\BIMCAD\Arch\BZNHSa101.dwg FIRST FLOOR PLAN WELLES - FRANZEN 663 New Bozeman High School | Schematic Design 139 3 4 5 6 FEDCB CCDD BB EE G HH GG A 2 1 7 8 FF AA STOR COMBO CLASSROOM CLASSROOM COMBO CLASSROOM CLASSROOM STAIR COMBO CLASSROOM COMBO CLASSROOM CLASSROOM CLASSROOM LIBRARY GROUP STUDY LIBRARY GROUP STUDY GROUP STUDY TEACHER PLANNING LIBRARY RESEARCH AND QUIET ELEVATOR CLASSROOMUNISEX RESTRM UNISEX RESTRM STORAGE ROOM STAFF BREAK ROOM SECURE STORAGE SMALL CONF FINANCE OFFICE ADMIN OFFICE ATTEND OFFICE LARGE CONF ROOM STAIR CLASSROOM SPEC ED STORAGE SPEC ED STORAGE SPEC ED CONFSPEC ED CONF SPEC ED PLAZA CCCR SPEC ED TAPS SPEC ED AAS SPEC ED LARGE RESTROOM LARGE RESTROOM JAN. MECH/ELECTEACHER PLANNING LABLAB WORK/ SUPPLYLAB STAIRS STAIR STOR. STOR.MECH/ELEC STORAGE STAFF TR STAFF TR MECH/ ELECT SPEC ED CONF LAB PREP/ WORK ROOM LAB STORAGE CLASSROOM CTE ARCH/ ENG LAB CTE STORAGE CTE STORAGE CLASSROOM CLASSROOM CTE OFFICE CTE OFFICE ARTS CONF TEACHER WORK/PLANNING ART MAKERSPACE ARTSTORAGE ART 2D LAB CTE OFFICE CTE OFFICE CTE CLASSROOM CTE CLASSROOM CTE CLASSROOM BREAK ROOM FACILITIES OFFICE GYM BALCONY/ WRESTLING DECA STORAGESTORE STORAGE CLASSROOM STOR.STOR. SPEC ED RESTROOM CLASSROOM STAIR WOMENS STOR. MENS IT CLOSET IT OFFICE CLASSROOM CTE OFFICE GYM BALCONY/FITNESS & WEIGHTS Room Room Room Room MECH. GROUP STUDY FUTURE PHASE FUTURE PHASE FUTURE PHASE 1 A102 SECOND FLOOR PLAN 1"=40'-0" DRAWN BY | REVISIONS ©| ALL RIGHTS RESERVED ® CHECKED BY |NEW BOZEMAN HIGH SCHOOLBOZEMAN, MONTANASCHEMATIC DESIGN 09.07.2017 NOT FOR CONSTRUCTION - PRELIMINARY DESIGN2017 06.29.17 11:09 PM |L:\BZNHS\BIMCAD\Arch\BZNHSa102.dwg SECOND FLOOR PLAN WELLES - FRANZEN 664 New Bozeman High School | Schematic Design 140 3 4 5 6 FEDCB CCDD BB EE G HH GG A 2 1 7 8 FF AA CLASSROOM STORAGE STORAGE CLASSROOM CLASSROOM CLASSROOM COUNSELING CONFERENCE CONF. STUDENT SERV. STUDENT SERV. COUNS. OFF. STAFF TRAIN. STAFF TRAIN. STAFF TRAIN. SECURE STOR. OFFICE SUPPLY COLLEGE/CAREER CLASSROOM STAIR COUNS. OFF. ELEV. CLASSROOM CLASSROOM TEACHER PLANNING LAB STAIR CLASSROOM CLASSROOM CLASSROOM COMBO. CLASSROOMCOMBO. CLASSROOM CONF. CLASSROOM CLASSROOM STAIR STOR STOR CLASSROOM STOR.STOR. CLASSROOM CLASSROOM CONF TEACHER PLANNING MECH/ELEC RESTRM RESTRM JAN. STOR. STOR. STAIR STORAGE STORAGE STOR. STOR. CONF. COUNS. OFF. COUNS. OFF. MECH/ELEC COUNS. OFF. STUDENT SERV. CLASSROOM STOR. IT TOILET ROOM FUTUREPHASE 1 A103 THIRD FLOOR PLAN 1"=40'-0" DRAWN BY | REVISIONS ©| ALL RIGHTS RESERVED ® CHECKED BY |NEW BOZEMAN HIGH SCHOOLBOZEMAN, MONTANASCHEMATIC DESIGN 09.07.2017 NOT FOR CONSTRUCTION - PRELIMINARY DESIGN2017 06.29.17 11:09 PM |L:\BZNHS\BIMCAD\Arch\BZNHSa103.dwg THIRD FLOOR PLAN WELLES - FRANZEN 665 Prepared by: CTA Bozeman 411 East Main Street, Suite 101 Bozeman, MT 59715 666