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HomeMy WebLinkAbout04-20-21 City Commission Meeting Agenda and Packet MaterialsA.Call to Order - 6:00 PM - WebEx Videoconference B.Pledge of Allegiance and a Moment of Silence C.Changes to the Agenda D.FYI E.Commission Disclosures F.Consent F.1 Accounts Payable Claims Review and Approval (Yeykal) F.2 Authorize the City Manager to Sign a Release and Reconveyance of Easements, Releasing Document 2702994, and a Sewer and Water Pipeline and Access Easement and Agreement THE CITY COMMISSION OF BOZEMAN, MONTANA REGULAR MEETING AGENDA Tuesday, April 20, 2021 This meeting will be held using Webex, an online videoconferencing system. You can join this meeting: Via Webex: https://cityofbozeman.webex.com/cityofbozeman/onstage/g.php?MTID=ef21dabb3e5b4e6aedfeeaf7beb99fef8 Click the Register link, enter the required information, and click submit. Click Join Now to enter the meeting. Via Phone: This is for listening only if you cannot watch the stream or channel 190 United States Toll +1-650-479-3208 Access code: 182 449 5970 If you are interested in commenting in writing on items on the agenda please send an email to agenda@bozeman.net prior to 12:00pm on the day of the meeting. You may also comment by visiting the Commission's comment page. You can also comment by joining the Webex meeting. If you do join the Webex meeting, we ask you please be patient in helping us work through this online meeting. If you are not able to join the Webex meeting and would like to provide oral comment you may send a request to agenda@bozeman.net with your phone number, the item(s) you wish to comment on, and the City Clerk will call you during the meeting to provide comment. You may also send the above information via text to 406-224-3967. As always, the meeting will be streamed through the Commission's video page and available in the City on cable channel 190. 1 with Bozeman Boulder LLC for the Palisades Condominium Project (20117)(Flammond) F.3 Ratify the Signatures of the City Manager and the Chief of Police on a Memorandum of Understanding Committing to Collaborate on the Gallatin Project, an Effort to Sustain a Community Free From Fear of Family Violence, Sexual Assault, and Intimidation(Veltkamp) F.4 Authorize the City Manager to Execute an Assignment Agreement and its Incorporated Documents with Glen Kraft(Heaston) F.5 Authorize the City Manager to Sign a Fiscal Year 2022 Montana State University (MSU) Fire Service Agreement(Waldo) F.6 Authorize City Manager to Sign a Professional Services Agreement with WBI Energy Corrosion for Cathodic Protection System Testing(Pericich) F.7 Authorize the City Manager to Sign a Professional Services Agreement for Engineering Service with Consulting Design Solutions, INC. for Story Mill Community Center HVAC Renovation(Overton) F.8 Authorize the City Manager to Sign an Addendum to Professional Agreement for Swim Center Janitorial Services(Overton) F.9 Authorize the City Manager to Sign an Amendment 4 to the Professional Services Agreement for the 2018-2021 Materials Testing Contract with Morrison-Maierle, Inc. for the Purpose of Obtaining Materials Testing on Various City Projects for the 2021 Construction Season(Gamradt) F.10 Resolution 5290, Intent to Create Special Improvement Lighting District 764 for Walker Property Sub Lot 3 Block 5 P.U.D.(Donald) F.11 Resolution 5295, a Resolution of the City Commission of the City of Bozeman, Montana, Confirming the Appointment of Police Officers in Accordance with Montana Code Annotated 7-32-4108 and 7-32-4113(Veltkamp) F.12 Resolution 5296, Intent to Create a Special Improvement Lighting District 765 for Haven Shelter(Donald) F.13 Resolution 5298, Authorizing Change Order No. 1 to the WRF Solids Dewatering Building Expansion and Headworks Improvement Project(Heaston) F.14 Resolution 5299, Authorizing Prime Change Order 10 with Langlas and Associates for Construction of the Bozeman Public Safety Center(Winn) F.15 Resolution 5300, Authorizing Prime Change Order 11 with Langlas and Associates for Construction of the Bozeman Public Safety Center(Winn) F.16 Ordinance 2061, Final Adoption to Revise Definitions and References to Clarify a Consistent Meaning and Application of Front Setbacks in all Zoning Districts. No Changes to Dimensional Standards are Included with this Amendment. Revise Affected Sections to Implement the Revisions. Application 20147(Saunders) 2 F.17 Ordinance 2073, Final Adoption Amending Chapter 22, BMC, Creating a Second Full Time Elected Office of Municipal Court Judge(Saverud) G.Public Comment This is the time to comment on any matter falling within the scope of the Bozeman City Commission. There will also be time in conjunction with each agenda item for public comment relating to that item but you may only speak once. Please note, the City Commission cannot take action on any item which does not appear on the agenda. All persons addressing the City Commission shall speak in a civil and courteous manner and members of the audience shall be respectful of others. Please state your name and address in an audible tone of voice for the record and limit your comments to three minutes. H.Action Items H.1 Resolution 5261, Amending the Fiscal Year 2021 (FY21) Budget for the Community Housing Fund for the Purpose of Impact Fee Reimbursement for Emergency and Transitional Housing Projects(Donald) H.2 South University District Phase 3 Amended Preliminary Plat and Subdivision Variance to Revise Conditions of Approval for Application 19090, a 10 Lot Major Subdivision Located Southeast of the Intersection of Kagy Boulevard and S. 19th Avenue, Relating to Installation of Infrastructure and On-Site Construction, Application 21066 (Quasi-judicial)(Saunders) H.3 Buffalo Run Annexation, Adoption of Resolution 5284, and Zone Map Amendment, Provisional Adoption of Ordinance 2069, Annexing and Zoning 20.79 Acres Located at 5400 Fowler Lane, and Establishing an Initial Zoning Designation of R-4, Residential High Density District, and Authorize City Manager to Sign the Buffalo Run Annexation Agreement and Easement for Fowler Lane.(Saunders) I.FYI / Discussion J.Adjournment City Commission meetings are open to all members of the public. If you have a disability that requires assistance, please contact our ADA Coordinator, Mike Gray, at 582-3232 (TDD 582-2301). Commission meetings are televised live on cable channel 190 and streamed live at www.bozeman.net. City Commission meetings are re-aired on cable Channel 190 Wednesday night at 4 p.m., Thursday at noon, Friday at 10 a.m. and Sunday at 2 p.m. In order for the City Commission to receive all relevant public comment in time for this City Commission meeting, please submit via www.bozeman.net or by emailing agenda@bozeman.net no later than 12:00 PM on the day of the meeting. Public comment may be made in person at the meeting as well. 3 Memorandum REPORT TO:City Commission FROM:Marcy Yeykal, Accounting Technician Kristin Donald, Finance Director SUBJECT:Accounts Payable Claims Review and Approval MEETING DATE:April 20, 2021 AGENDA ITEM TYPE:Finance RECOMMENDATION:The City Commission approves payment of the claims. STRATEGIC PLAN:7.5. Funding and Delivery of City Services: Use equitable and sustainable sources of funding for appropriate City services, and deliver them in a lean and efficient manner. BACKGROUND:Section 7-6-4301 MCA states that claims should not be paid by the City until they have been first presented to the City Commission. Claims presented to the City Commission have been reviewed by the Finance Department to ensure that all proper supporting documentation has been submitted, all required departmental authorized signatures are present indicating that the goods or services have been received and that the expenditure is within budget, and that the account coding is correct. UNRESOLVED ISSUES:None ALTERNATIVES:As suggested by the City Commission. FISCAL EFFECTS:The total amount of the claims to be paid is presented at the bottom of the Expenditure Approval List posted on the City’s website at http://www.bozeman.net/government/finance/purchasing Individual claims in excess of $100,000: to be announced in weekly e-mail from Accounts Payable Clerks Marcy Yeykal and Levi Stewart. Report compiled on: April 8, 2021 4 Memorandum REPORT TO:City Commission FROM:Cody Flammond, PE, Engineer II Shawn Kohtz, PE, City Engineer Mitch Reister, PE, Director of Public Works SUBJECT:Authorize the City Manager to Sign a Release and Reconveyance of Easements, Releasing Document 2702994, and a Sewer and Water Pipeline and Access Easement and Agreement with Bozeman Boulder LLC for the Palisades Condominium Project (20117) MEETING DATE:April 20, 2021 AGENDA ITEM TYPE:Agreement - Property RECOMMENDATION:Authorize the City Manager to sign a Release and Reconveyance of Easements, releasing document 2702994, and a Sewer and Water Pipeline and Access Easement and Agreement with Bozeman Boulder LLC for the Palisades Condominium Project (20117). STRATEGIC PLAN:4.3 Strategic Infrastructure Choices: Prioritize long-term investment and maintenance for existing and new infrastructure. BACKGROUND:Attached are copies (original to City Clerk) of the partially executed agreements. Engineering staff reviewed the documents and found them to be acceptable. UNRESOLVED ISSUES:None. ALTERNATIVES:As suggested by the City Commission. FISCAL EFFECTS:None. Attachments: Release and Reconveyance Sewer & Water Pipeline and Access Easement & Agreement Report compiled on: April 2, 2021 5 6 7 8 9 10 11 12 13 14 15 16 17 Memorandum REPORT TO:City Commission FROM:Jeff Mihelich, City Manager Jim Veltkamp, Chief of Police SUBJECT:Ratify the Signatures of the City Manager and the Chief of Police on a Memorandum of Understanding Committing to Collaborate on the Gallatin Project, an Effort to Sustain a Community Free From Fear of Family Violence, Sexual Assault, and Intimidation MEETING DATE:April 20, 2021 AGENDA ITEM TYPE:Agreement - Agency/Non-profit RECOMMENDATION:Ratify the Signatures of the City Manager and the Chief of Police on the Gallatin Project Memorandum of Understanding STRATEGIC PLAN:3.2 Health & Safety Action: Work with our partners to improve education, public awareness, and to coordinate programs concerning emergency services, criminal justice, and important social services. BACKGROUND: The “Gallatin Project” was established in 1997 with the purpose of focusing the collaborative efforts of community agencies and local governments on serving the unique needs of survivors of domestic violence. In 2008, the project’s scope expanded to include survivors of sexual assault, dating violence, and stalking. With the help of funding from the United States Department of Justice’s Office on Violence Against Women (“OVW”), this team has continued working together to identify and close gaps in services for these survivors. Currently, the Gallatin Project partners include the Bozeman Police Department, the Bozeman City Attorney’s Office, the Sexual Assault Counseling Center (SACC), HAVEN, Gallatin County Court Appointed Special Advocates-Guardians Ad-Litem (GAL), Gallatin County victim services advocates, the Gallatin County Attorney’s Office, and Bozeman Health. Representatives from a variety of other area agencies also participate in periodic meetings in an effort to improve the quality of overall service delivery. Additionally, project partners collectively provide direct services to survivors in the form of emergency lodging, transitional housing, counseling, emergency transportation, language services and other direct forms of advocacy and assistance. 18 The Gallatin Project is currently funded via an OVW grant that will expire in September of 2021. This grant was administered by the City of Bozeman. In February of 2021, the Gallatin Project participants agreed that HAVEN would take over as the lead applicant for the upcoming grant application and assume the role of grant administrator if successful in the grant application process. This transition will allow HAVEN to better align future grant requests with their needs while continuing to ensure other partners have access to both organization-specific funding and general funding. HAVEN recently completed and submitted an application to OVW for funding for the next three years. Like recent OVW grants, this application does not provide budget requests specific to the City of Bozeman. Instead, it provides for access to the shared funds for emergency lodging, transitional housing, counseling, emergency transportation, and language services. This Memorandum of Understanding was submitted with HAVEN’s application and reflects the City of Bozeman’s ongoing commitment to collaborate with these partners to consistently improve the delivery of services to survivors of family violence, sexual assault, and intimidation. UNRESOLVED ISSUES:None. ALTERNATIVES:As suggested by the City Commission. FISCAL EFFECTS:None. Attachments: Memorandum of Understanding Report compiled on: April 6, 2021 19 MEMORANDUM OF UNDERSTANDING This Memorandum of Understanding (MOU) reflects a collaborative partnership between Haven, City of Bozeman/Bozeman Police Department (BPD), Bozeman Health, Sexual Assault Counseling Center (SACC), Court Appointed Special Advocates/Guardian Ad Litem program (CASA/GAL), and Gallatin County Attorney’s Office (referred to as “partners” moving forward). The partners have come together to collaborate on an application for funding to the U.S Department of Justice, Office of Violence Against Women, in response to the OVW Fiscal Year 2021 Rural Sexual Assault, Domestic Violence, Dating Violence and Stalking Assistance Program. The partners have agreed to enter into a collaborative agreement in which Haven will be the lead agency and named applicant and the other agencies will be partners in this application. I) DESCRIPTION OF PARTNER AGENCIES The partners involved in this project and agreeing to MOU include: Haven, a non-profit, non-governmental organization serving survivors of domestic violence, sexual assault, dating violence, and stalking. City of Bozeman/Bozeman Police Department (BPD), serving the City of Bozeman with sworn law enforcement, prosecution, advocacy services, and sexual assault/domestic violence prosecution. Bozeman Health, providing Bozeman and the surrounding area with primary medical care with specialized focus from forensic nurse examiners and medical care specific to survivors of violence. Sexual Assault Counseling Center (SAAC), a non-profit, non-governmental organization serving survivors of sexual violence and abuse, stalking, trafficking and harassment. Court Appointed Special Advocate/Guardian Ad Litem program (CASA/GAL), a non-profit organization of volunteer Guardians ad Litem serving as advocates for abused and neglected children. Gallatin County Attorney’s Office, serving Gallatin County with prosecuting all felony crimes committed in the county, and all misdemeanor crimes committed outside of the county’s incorporated cities. The Victim Services program is a department of the Gallatin County Attorney’s Office. The program provides advocacy services to all survivors of violent crime. II) HISTORY OF RELATIONSHIP The Gallatin Project was established in 1997 with the purpose of focusing the collaborative efforts of community agencies and local governments on the unique needs of survivors of domestic violence. In 2008, the Project’s scope expanded to include survivors of sexual assault, dating violence, and stalking. This Project’s rural response for protecting child, youth, and adult survivors of sexual assault, domestic violence, dating violence, and stalking builds upon the many successes achieved by the Project during the past 24 years, and incorporates lessons learned during these many years of protecting and serving the 20 most vulnerable members of the rural communities. Some examples of where these partnerships have led include: ● Trained full-time domestic violence prosecution ● Enhanced brochures and education materials, including strangulation, bystander information, and dynamics of sexual assaults ● Formation of the Sexual Assault Response Team, the Domestic Violence Response Team, and the High Risk Team, including the establishment of related policies and protocols ● Improved ability to provide safe housing for survivors in crisis ● Improved prosecution of drug-facilitated sexual assaults ● Improved Forensic Nurse Examiner capability with both training and availability to provide exams ● Improved communication, sharing of resources, and sharing of information between all partners ● Improved training of advocates, law enforcement officers, and prosecutors in understanding and addressing the dynamics related to domestic violence, stalking, sexual assault, and dating violence ● Formation of the Multi-Disciplinary Team (MDT) and the Child Advocacy Center (CAC). The team is comprised of professionals mandated to respond to reports of child abuse and crimes against children in Gallatin County The partners in this grant have worked together successfully to fulfill previous grant requirements over the lifespan of the Project. Each year and new grants have led to improvements such as those listed above to provide enhanced education to the public, direct services to survivors, and safe environments for survivors. The partners meet quarterly to discuss the project and ensure goals, objectives, and tasks are completed in a timely manner. Changes in collaboration include Haven taking over as the lead applicant and assuming the role of grant administrator, responsible for financial management and preparing and submitting performance reports. Previously, the City of Bozeman, with representatives from the Bozeman Police Department, was lead applicant with Haven as a partner. Partners no longer included in the grant from previous years include Montana State University VOICE Center and Montana State University Police Department. They have been removed from the grant as they have full funding through the University. In addition, the City of Bozeman Attorney’s Office now has prosecutors trained in domestic violence prosecution who are fully funded by the City. There are no new partners joining the Project. The partners who will either carry out or be responsible for their organization’s role in carrying out the work of this project are: ● Erica Aytes Coyle, Executive Director, Haven ● Aja Osita, Program Director, Haven ● Genesea Meha, Survivor Advocate, Haven ● Dana Kramer, Survivor Advocate, Haven ● Jeff Mihelich, City Manager, City of Bozeman 21 ● Jim Veltkamp, Deputy Chief, Bozeman Police Department ● Keeley Bowman, Forensic Nursing Program Coordinator, Bozeman Health ● Christina Powell, Executive Director, SACC ● Hailey Hogan, Coordinated Community Response Specialist (CCRS), SACC ● Glenda Noyes, Executive Director, CASA/GAL ● Marty Lambert, County Attorney, Gallatin County ● Stacy Wesen, Victim Services Program Director, Gallatin County The partners reserve the right to designate different team members as needed. The team will review the timeline of grant activities set forth in the project narrative, communicate regarding specific tasks and responsibilities associated with grant activities, and meet to discuss project progress and address challenges on a minimum of a quarterly basis. The partners will work together to coordinate the team’s communications. III) DEVELOPMENT OF APPLICATION Haven is the lead applicant for this grant. The other partners on the grant contributed by providing input on the project narrative, communicating with relevant staff about the project, determining the portion of the budget necessary for each party. This application is to be submitted by Haven on or before March 16, 2021 through the appropriate federal online grants system. IV) ROLES AND RESPONSIBILITIES Haven Haven is a non-government, non-profit agency that provides emergency shelter, crisis intervention, on- going support, referrals, and education to reduce the incident and minimize the impact of domestic abuse on individuals and families in the community. Haven has been a partner on the Project since its inception in 1997. This is the first time Haven is applying as the lead agency and named applicant on the grant. Previously, the named applicant was the City of Bozeman with representation and management from the Bozeman Police Department. Haven’s roles and responsibilities include: ● Management of the Project to include financial management and reporting, grant administration, submission of performance reports, and coordinating with all MOU partners to ensure goals, objectives, and tasks are completed in a timely manner ● Prepare for and participate in the Project’s quarterly meetings (Executive Director) ● Participate in or approve staff participation in OVW-sponsored training and technical assistance and serve as ‘trained trainers’ for improving survivor services, providing community outreach, and advocacy specific to domestic violence (Executive Director) ● Assist with review and revision of all survivor services protocols, policies, and procedures and serve as the ‘lead reviewer’ for instruments related to services for survivors of domestic violence (Program Director) 22 ● Assist with project evaluation (Program Director) ● Strengthen survivors’ services provided by Haven based on project outcomes, training, and technical assistance including: o Emergency shelter services o 24/7 support line o Legal advocacy, including assistance in obtaining temporary and permanent orders of protection (process will be expedited and survivor protection increased based on training/technical assistance and outcomes of project) (Executive Director and staff). o Department of Justice – approved limited scope legal services, including filing U visas, T visas and VAWA petitions for immigrant survivors o Improve format and approach for group discussion sessions based on training, technical assistance, and other instruments developed through this project o Continue providing individual counseling for survivors of domestic violence o Continue providing support group services for adult women and children survivors of domestic violence o Discuss safety planning with survivors and offer safety planning resources as needed ● Plan, prepare and conduct community outreach, education, awareness events, professional trainings, and workshops incorporating best practices and approaches developed through OVW training/technical assistance and project activities (Executive Director and staff) ● Recruit, hire, assign work, supervise, and provide administrative support for the Domestic Violence Response Team (DVRT) Coordinator and Support Line Advocate (Executive Director, Program Director) The resources Haven will contribute include: ● Qualified staff will be assigned as needed for the successful completion of the project consistent with project goals and objectives, specifically in support of training, community outreach, and advocacy ● Office space and administrative capacities ● New shelter facility (scheduled to open in 2022) with office space and meeting rooms to serve as hub for survivor services ● Collaboration with community networks developed during Haven’s many years of service to the community, especially for the planning and presentation of community training and advocacy events City of Bozeman/Bozeman Police Department The City of Bozeman is a local government that provides public safety response and related criminal prosecution, with representatives from the Police Department and City Attorney’s Office. The Bozeman Police Department (BPD) serves on several interdisciplinary teams, including the Domestic Violence Response Team, Sexual Assault Response Team, and Domestic Violence and Stalking High Risk Team. The department has 69 sworn officers, many of whom have specialized training in domestic violence, sexual assault, stalking, and sex trafficking. BPD has been a partner on the Project for approximately 16 years. City of Bozeman and BPD’s roles and responsibilities include: 23 ● Prepare for and participate in the Project’s quarterly meetings (Deputy Chief) ● Attend OVW-sponsored training and technical assistance for developing best practices and improving approaches for the enhanced protection of survivors (at least one police officer as assigned by the Deputy Chief) ● Coordinate development and enhancement of policies, protocols, and procedures among MOU collaborators derived from OVW-training and other resources for the enhanced protection of survivors of domestic violence, sexual assault, dating violence, and stalking (Law enforcement officers, City Attorney, and Deputy Chief) ● Serve as ‘trained trainers’ to other MOU collaborators, prosecutor staff, local governments, and other community organizations that may potentially benefit from training and outreach, especially organizations serving or supporting survivors (Law enforcement officers) ● Maintain data and identify any gaps in service, over-representation, or under-representation within underserved populations and develop approach for better serving the community (at least one police officer as assigned by Deputy Chief) ● Work closely with all participants to create shared education and tracking brochures and forms, in both English and Spanish (Deputy Chief) ● Serve on various committees, to include the Domestic Violence Response Team, Sexual Assault Response Team, and High Risk Team to improve protocols, safety for survivors, and collaboration with all partners (Deputy Chief, Law Enforcement Officers) ● Provide interpreter services for persons with limited English proficiency or impaired hearing services (Deputy Chief) The resources the City of Bozeman and BPD will contribute include: ● Sworn law enforcement officers and police information specialists ● Office space, communications, computer access, and file management ● Use of vehicles for transportation of survivors and witnesses when necessary and appropriate ● Disposable office supplies, printing, and copying ● LEP telephone interpreter services Bozeman Health Bozeman Health is the primary medical care facility for Gallatin County. Bozeman Health has been a partner on the Project since 2018. Bozeman Health’s roles and responsibilities include: ● Prepare for and participate in the Project’s quarterly meetings (Forensic Nursing Program Coordinator) ● Conduct medical-related care for survivors of domestic violence or sexual assault, in accordance with the Domestic Violence Response Team and the Sexual Assault Response Team protocols and normal hospital procedures (Forensic Nurse Examiners) 24 ● Participate in or approve staff participation in OVW-sponsored training and technical assistance, as feasible and as funding is available (Forensic Nurse Examiners) ● Assist with review and revision of all survivors’ services protocols, policies, and procedures (Forensic Nursing Program Coordinator) ● Serve on various committees, to include the Domestic Violence Response Team, the Sexual Assault Response Team, and the Multi-Disciplinary Team to improve protocols, safety for survivors, and collaboration with all partners (Forensic Nursing Program Coordinator) The resources Bozeman Health will contribute include: ● Assign qualified staff as needed for the successful completion of the project consistent with project goals and objectives ● Provide medical facility for treatment of survivors ● Provide meeting rooms, as needed Sexual Assault Counseling Center The Sexual Assault Counseling Center (SACC) provides trauma based and trauma informed services including: 24/7/365 access to a trauma trained counselor-advocate, personal, medical, and legal advocacy and outreach, information and referral, case management and direct services, crisis counseling, crisis intervention, and multiple therapies, both short and long term, for survivors of sexual assault. SACC has been a partner on the Project for 10 years. SACC’s roles and responsibilities include: ● Assist with review and revision of all survivor services protocols, policies, and procedures and serve as the ‘lead reviewer’ for instruments related to services for survivors of sexual assault (Executive Director) ● Coordinate and attend the Sexual Assault Response Team and the Child Abuse Multi- Disciplinary Team to ensure collaboration and communication with all community and agency partners (Executive Director, CCRS) ● Supervise and provide administrative support for the CCRS (Executive Director) ● Prepare and use materials for training and education to professionals and the public in areas of domestic violence, stalking, sexual assault, and dating violence (CCRS) ● Assist with project evaluation (Executive Director) ● Prepare for and participate in the Project’s quarterly meetings (Executive Director) ● Design and conduct community outreach, education, awareness events, and trainings utilizing trauma-informed best practices developed through OVW-sponsored training and LSOC training (Executive Director, CCRS) ● Create, implement, and maintain case tracking protocols to ensure a trauma-informed, responsive approach to adult survivors of sexual assault, stalking, and harassment (Executive Director, CCRS) The resources SACC will contribute include: 25 ● Professionally trained, qualified staff ● Access to community and statewide support services ● Access to 24/7/365 sexual violence specific trauma trained counselor-advocate providing expertise in both emergency advocacy and mental health response ● 24/7/365 access to resource and referral information through the 211 database of health and human services ● 24/7/365 crisis lines ● 24/7/365 access to transportation and accompaniment to medical support services ● Coordination and access to the Gallatin County Child Advocacy Center Court Appointed Special Advocates/Guardian Ad Litem program Court Appointed Special Advocates/Guardian Ad Litem program (CASA/GAL) consists of trained advocates for children that investigate the facts constituting sexual and physical abuse and neglect of children to include conducting interviews, reviewing related documents, making reports to the court, and appearing and participating in court proceedings to aid the child. CASA/GAL has been a partner on the Project for 2012 years. CASA/GAL’s roles and responsibilities include: ● Prepare for and participate in quarterly meetings of the Project (Executive Director) ● Attend training and assist with development and presentation of training materials specifically related to child and youth survivors of domestic violence and sexual assault, either as primary or secondary survivors (Executive Director) ● Serve as a ‘trained trainer’ exporting best practices and improved approaches for serving children and youth survivors of domestic violence and sexual assault to the 85 trained CASA/GAL volunteers donating time to CASA/GAL (Executive Director) ● Assist with community outreach and advocacy (Executive Director) ● Provide statistical data of services provided to assist in establishing baseline and monitoring levels of service through this project (Executive Director) ● Assist with review and revision of all survivors’ service protocols, policies, and procedures (Executive Director) ● Assist with project evaluation (Executive Director) The resources CASA/GAL will contribute include: ● Qualified personnel to provide CASA/GAL advocacy services, training, and community outreach and education ● 85 trained volunteers able to assist with community outreach and education 26 Gallatin County Attorney’s Office Gallatin County Attorney’s Office is a government organization which includes prosecutors and survivor advocates. The Victim Services program is a department of the Gallatin County Attorney’s Office. Gallatin County Attorney’s Office has been a partner on the Project for 24 years. Gallatin County Attorney’s Office’s roles and responsibilities include: ● Prepare for and participate in quarterly meetings of the Project (Victim Services Program Director) ● Coordinate services to survivors of sexual assault, domestic violence, stalking, and dating violence (Victim Services Program Director) ● Compile and maintain database of all project activities and outcomes (Victim Witness Advocates) ● Apply best practices and increased services to survivors as identified and developed through OVW training/technical assistance resources and commitment of grant resources such as counseling, emergency lodging, cell phones, transportation, etc. (Victim Witness Advocates) ● Serve on various committees, to include the Domestic Violence Response Team, Sexual Assault Response Team, Multi-Disciplinary Team, and High Risk Team to improve protocols, safety for survivors and collaboration with all partners. (Prosecutors, Victim Witness Advocates) ● Discuss safety planning with survivors and offer safety planning resources as needed (Victim Witness Advocates) The resources Gallatin County Attorney’s Office will contribute include: ● Qualified staff ● County-wide sworn law enforcement ● Prosecution of violent crimes against women ● Office space, communications, computer access, and file management V) TIMELINE The roles and responsibilities described above are contingent on Haven receiving funds requested for the project described in the OVW grant application. Responsibilities under this MOU would coincide with the grant period, anticipated to be 10/01/2021 through 09/30/2024. VI) COMMITMENT TO PARTNERSHIP By signing below, Haven, City of Bozeman/BPD, Bozeman Health, SACC, CASA/GAL, and Gallatin County Attorney’s Office signify their approval of this MOU, the Proposal Narrative, and the Budget Narrative that have been provided for their review. By signing below, each entity signifies approval of this collaboration, including the proposed budget request for each partner. 27 28 Memorandum REPORT TO:City Commission FROM:Brian Heasten, Engineer Shawn Kohtz, City Engineer SUBJECT:Authorize the City Manager to Execute an Assignment Agreement and its Incorporated Documents with Glen Kraft MEETING DATE:April 20, 2021 AGENDA ITEM TYPE:Agreement - Property RECOMMENDATION:Authorize the City Manager to Execute an Assignment Agreement and its Incorporated Documents with Glen Kraft STRATEGIC PLAN:6.1 Clean Water Supplies: Ensure adequate supplies of clean water for today and tomorrow. BACKGROUND:In furtherance of implementation of the adopted Integrated Water Resources Plan (IWRP, 2013), we request and recommend that the City Commission authorize the City Manager to sign the attached assignment agreement and incorporated documents to accept seventeen (17) acre-feet of contract water currently held by the Glen Kraft in the Middle Creek Water Users Association (MCWUA). MCWUA contract water is more commonly known as Hyalite Reservoir water, or Hyalite shares. The adopted IWRP calls for the acquisition of an additional 650 acre-feet of Hyalite shares to meet the City’s identified 50-year water needs, along with aggressive water conservation, development of new groundwater supplies and non-potable irrigation systems, and optimization of current water supply sources. Since 2013, 150 acre-feet of Hyalite shares have been acquired. Glen Kraft’s assignment of 17 acre-feet will provide for a total of 167 acre-feet of acquired Hyalite shares since the adoption of the IWRP - creating a total City shareholding of 5,819 acre-feet in Hyalite Reservoir. This seventeen acre- feet assignment is sufficient to supply 73 single-family residential homes on an annual basis. The City’s overall volume upon assignment is not legally available for use until a new Water Purchase Contract and Subscription and Pledge Agreement with MCWUA respectively representing 5,819 acre-feet and 5,819 shares of capital stock is fully executed by the City, MCWUA and Montana DNRC. Please note that said Water Purchase Contract and Subscription and Pledge Agreement will be separately prepared by MCWUA and are not included with this memorandum. The authorization requested by this consent item allows the City Manager to sign the new Water Purchase Contract and Subscription and Pledge Agreement documents once 29 prepared and delivered to the City. UNRESOLVED ISSUES:None. ALTERNATIVES:As suggested by the City Commission. FISCAL EFFECTS:City Staff and Glen Kraft have agreed to consideration of $6,000/acre-foot assigned, producing a total assignment cost to the City of $102,000 for 17 acre-feet. The unit price agreed upon is identical to the $6,000/acre-foot fee required for the payment of cash-in-lieu of water rights pursuant to Commission Resolution 4095 . This assignment thus validates the cash in lieu of water rights fee being consistent with the current accepted value of Hyalite Reservoir water. The $102,000 payment will be provided from the City’s cash-in-lieu of water rights special revenue fund. The current balance of this fund is adequate to cover the agreed cost. The payment will be provided to Glen Kraft in one lump sum, with the release of the payment being contingent upon receiving a fully executed Water Purchase Contract and Subscription and Pledge Agreement respectively representing 5,819 acre-feet of water and 5,819 shares in the Middle Creek Water Users Association. Full execution of these documents requires the duly authorized signatures of the City of Bozeman, MCWUA, and the Montana DNRC. Attachments: Assignment Agmt_signedbyKraft Consideration Document_signedbyKraft Report compiled on: April 8, 2021 30 31 32 33 34 35 Memorandum REPORT TO:City Commission FROM:Josh Waldo, Fire Chief SUBJECT:Authorize the City Manager to Sign a Fiscal Year 2022 Montana State University (MSU) Fire Service Agreement MEETING DATE:April 20, 2021 AGENDA ITEM TYPE:Agreement - Agency/Non-profit RECOMMENDATION:Authorize City Manager's signature on agreement STRATEGIC PLAN:1.3 Public Agencies Collaboration: Foster successful collaboration with other public agencies and build on these successes. BACKGROUND: Since the mid-1980’s, Montana State University has provided support for firefighting personnel, operations and maintenance, and small equipment purchases at Fire Station 2, located at South 19th Ave. This support is in exchange for fire safety services that benefit MSU, as described in Section 2 of the agreement. This agreement is in accordance with MCA 7-11-101 “Inter-local Cooperation Act”. It is updated annually to reflect current personnel and operational costs. UNRESOLVED ISSUES:None ALTERNATIVES:As suggested by the City Commission FISCAL EFFECTS:The general fund will receive a payment of $223,436.35 from MSU in November 2021 Attachments: City of Bozeman FY 22 Interlocal Agreement - Montana State University (MSU) - Fire Safety Services.pdf Report compiled on: April 8, 2021 36 37 38 39 40 Memorandum REPORT TO:City Commission FROM:Nick Pericich, Asst. Water/Wastewater Ops Superintendent John Alston, Water/Wastewater Superintendent Mitch Reister, Public Works Director SUBJECT:Authorize City Manager to Sign a Professional Services Agreement with WBI Energy Corrosion for Cathodic Protection System Testing MEETING DATE:April 20, 2021 AGENDA ITEM TYPE:Agreement - Vendor/Contract RECOMMENDATION:Allow the City Manager to sign a professional service agreement with WBI Energy Corrosion Services that will allow the testing of our cathodic protection system on our water main supply from Hyalite for $6,800. STRATEGIC PLAN:4.3 Strategic Infrastructure Choices: Prioritize long-term investment and maintenance for existing and new infrastructure. BACKGROUND:In 2005, we installed a new water main from Hyalite Canyon to the Sourdough Water Treatment Plant. That water main is equipped with a cathodic protection system that will increase the life of the pipe by reducing/eliminating corrosion of the pipe. In order to maintain the system effectiveness, it needs to be tested to ensure the anode material is adequate for protection. The goal is that we replace the anode before it becomes ineffective instead of letting the pipe corrode and replacing the pipe. This professional service agreement will allow a certified contractor to test this system and give us a technical report with findings and recommendations. UNRESOLVED ISSUES:None ALTERNATIVES:Delay testing or don't have the system tested. FISCAL EFFECTS:This will cost $6,800 to test once. We intend on keeping this in our operating budget to test it annually from this point. Attachments: Cathodic Protection Testing PSA.docx Exhibit A - Scope of Services.pdf Report compiled on: April 8, 2021 41 Professional Services Agreement for Cathodic Protection System Testing FY 2021 – FY 2022 Page 1 of 11 PROFESSIONAL SERVICES AGREEMENT THIS AGREEMENT is made and entered into this 20th day of April, 2021 (“Effective Date”), by and between the CITY OF BOZEMAN, MONTANA,a self-governing municipal corporation organized and existing under its Charter and the laws of the State of Montana, 121 North Rouse Street, Bozeman, Montana, with a mailing address of PO Box 1230, Bozeman, MT 59771, hereinafter referred to as “City,” and, WBI Energy Corrossion Services, 552 Roxy Ln Billings, MT 59105, hereinafter referred to as “Contractor.” The City and Contractor may be referred to individually as “Party” and collectively as “Parties.” In consideration of the mutual covenants and agreements herein contained, the receipt and sufficiency whereof being hereby acknowledged, the parties hereto agree as follows: 1.Purpose: City agrees to enter this Agreement with Contractor to perform for City services described in the Scope of Services attached hereto as Exhibit A and by this reference made a part hereof. 2.Term/Effective Date: This Agreement is effective upon the date of its execution and will terminate one year from the date made and entered. 3.Scope of Services: Contractor will perform the work and provide the services in accordance with the requirements of the Scope of Services. For conflicts between this Agreement and the Scope of Services, unless specifically provided otherwise, the Agreement governs. 4.Payment: City agrees to pay Contractor the amount specified in the Scope of Services. Any alteration or deviation from the described services that involves additional costs above the Agreement amount will be performed by Contractor after written request by the City, and will become an additional charge over and above the amount listed in the Scope of Services. The City must agree in writing upon any additional charges. 5. Contractor’s Representations: To induce City to enter into this Agreement, Contractor makes the following representations: a.Contractor has familiarized itself with the nature and extent of this Agreement, the 42 Professional Services Agreement for Cathodic Protection System Testing FY 2021 – FY 2022 Page 2 of 11 Scope of Services, and with all local conditions and federal, state and local laws, ordinances, rules, and regulations that in any manner may affect cost, progress or performance of the Scope of Services. b.Contractor represents and warrants to City that it has the experience and ability to perform the services required by this Agreement; that it will perform the services in a professional, competent and timely manner and with diligence and skill; that it has the power to enter into and perform this Agreement and grant the rights granted in it; and that its performance of this Agreement shall not infringe upon or violate the rights of any third party, whether rights of copyright, trademark, privacy, publicity, libel, slander or any other rights of any nature whatsoever, or violate any federal, state and municipal laws. The City will not determine or exercise control as to general procedures or formats necessary to have these services meet this warranty. 6.Independent Contractor Status/Labor Relations: The parties agree that Contractor is an independent contractor for purposes of this Agreement and is not to be considered an employee of the City for any purpose. Contractor is not subject to the terms and provisions of the City’s personnel policies handbook and may not be considered a City employee for workers’ compensation or any other purpose. Contractor is not authorized to represent the City or otherwise bind the City in any dealings between Contractor and any third parties. Contractor shall comply with the applicable requirements of the Workers’ Compensation Act, Title 39, Chapter 71, Montana Code Annotated (MCA), and the Occupational Disease Act of Montana, Title 39, Chapter 71, MCA. Contractor shall maintain workers’ compensation coverage for all members and employees of Contractor’s business, except for those members who are exempted by law. Contractor shall furnish the City with copies showing one of the following: (1) a binder for workers’ compensation coverage by an insurer licensed and authorized to provide workers’ compensation insurance in the State of Montana; or (2) proof of exemption from workers’ compensation granted by law for independent contractors. In the event that, during the term of this Agreement, any labor problems or disputes of any type arise or materialize which in turn cause any services to cease for any period of time, Contractor specifically agrees to take immediate steps, at its own expense and without expectation of reimbursement from City, to alleviate or resolve all such labor problems or disputes. The specific steps Contractor shall take shall be left to the discretion of Contractor; provided, however, that Contractor shall bear all costs of any related legal action. Contractor shall provide immediate relief to the City so as to permit the services to continue at no additional cost to City. 43 Professional Services Agreement for Cathodic Protection System Testing FY 2021 – FY 2022 Page 3 of 11 Contractor shall indemnify, defend, and hold the City harmless from any and all claims, demands, costs, expenses, damages, and liabilities arising out of, resulting from, or occurring in connection with any labor problems or disputes or any delays or stoppages of work associated with such problems or disputes. 7.Indemnity/Waiver of Claims/Insurance: For other than professional services rendered, to the fullest extent permitted by law, Contractor agrees to release, defend, indemnify, and hold harmless the City, its agents, representatives, employees, and officers (collectively referred to for purposes of this Section as the City) from and against any and all claims, demands, actions, fees and costs (including attorney’s fees and the costs and fees of expert witness and consultants), losses, expenses, liabilities (including liability where activity is inherently or intrinsically dangerous) or damages of whatever kind or nature connected therewith and without limit and without regard to the cause or causes thereof or the negligence of any party or parties that may be asserted against, recovered from or suffered by the City occasioned by, growing or arising out of or resulting from or in any way related to: (i) the negligent, reckless, or intentional misconduct of the Contractor; or (ii) any negligent, reckless, or intentional misconduct of any of the Contractor’s agents. For the professional services rendered, to the fullest extent permitted by law, Contractor agrees to indemnify and hold the City harmless against claims, demands, suits, damages, losses, and expenses, including reasonable defense attorney fees, to the extent caused by the negligence or intentional misconduct of the Contractor or Contractor’s agents or employees. Such obligationsshall not be construed to negate, abridge, or reduce other rights or obligations of indemnity that would otherwise exist. The indemnification obligations of this Section must not be construed to negate, abridge, or reduce any common-law or statutory rights of the City as indemnitee(s) which would otherwise exist as to such indemnitee(s). Contractor’s indemnity under this Section shall be without regard to and without any right to contribution from any insurance maintained by City. Should the City be required to bring an action against the Contractor to assert its right to defense or indemnification under this Agreement or under the Contractor’s applicable insurance policies required below, the City shall be entitled to recover reasonable costs and attorney fees incurred in asserting its right to indemnification or defense but only if a court of competent jurisdiction determines the Contractor was obligated to defend the claim(s) or was obligated to indemnify the City for a claim(s) or any portion(s) thereof. In the event of an action filed against the City resulting from the City’s performance under 44 Professional Services Agreement for Cathodic Protection System Testing FY 2021 – FY 2022 Page 4 of 11 this Agreement, the City may elect to represent itself and incur all costs and expenses of suit. Contractor also waives any and all claims and recourse against the City, including the right of contribution for loss or damage to person or property arising from, growing out of, or in any way connected with or incident to the performance of this Agreement except “responsibility for [City’s] own fraud, for willful injury to the person or property of another, or for violation of law, whether willful or negligent” as per 28-2-702, MCA. These obligations shall survive termination of this Agreement and the services performed hereunder. In addition to and independent from the above, Contractorshall at Contractor’s expense secure insurance coverage through an insurance company or companies duly licensed and authorized to conduct insurance business in Montana which insures the liabilities and obligations specifically assumed by the Contractor in this Section. The insurance coverage shall not contain any exclusion for liabilities specifically assumed by the Contractor in this Section. The insurance shall cover and apply to all claims, demands, suits, damages, losses, and expenses that may be asserted or claimed against, recovered from, or suffered by the City without limit and without regard to the cause therefore and which is acceptable to the City. Contractor shall furnish to the City an accompanying certificate of insurance and accompanying endorsements in amounts not less than as follows: Workers’ Compensation – statutory; Employers’ Liability - $1,000,000 per occurrence; $2,000,000 annual aggregate; Commercial General Liability - $1,000,000 per occurrence; $2,000,000 annual aggregate; Automobile Liability - $1,000,000 property damage/bodily injury per accident; and Professional Liability - $1,000,000 per claim; $2,000,000 annual aggregate. The above amounts shall be exclusive of defense costs. The City shall be endorsed as an additional or named insured on a primary non-contributory basis on both the Commercial General and Automobile Liability policies. The insurance and required endorsements must be in a form suitable to City and shall include no less than a thirty (30) day notice of cancellation or non-renewal. Contractor shall notify City within two (2) business days of Contractor’s receipt of notice that any required insurance coverage will be terminated or Contractor’s decision to terminate any required insurance coverage for any reason. 45 Professional Services Agreement for Cathodic Protection System Testing FY 2021 – FY 2022 Page 5 of 11 The City must approve all insurance coverage and endorsements prior to the Contractor commencing work. 8.Termination for Contractor’s Fault: a.If Contractor refuses or fails to timely do the work, or any part thereof, or fails to perform any of its obligations under this Agreement, or otherwise breaches any terms or conditions of this Agreement, the City may, by written notice, terminate this Agreement and the Contractor’s right to proceed with all or any part of the work (“Termination Notice Due to Contractor’s Fault”). The City may then take over the work and complete it, either with its own resources or by re-letting the contract to any other third party. b.In the event of a termination pursuant to this Section 8, Contractor shall be entitled to payment only for those services Contractor actually rendered. c.Any termination provided for by this Section 8 shall be in addition to any other remedies to which the City may be entitled under the law or at equity. d.In the event of termination under this Section 8, Contractor shall, under no circumstances, be entitled to claim or recover consequential, special, punitive, lost business opportunity, lost productivity, field office overhead, general conditions costs, or lost profits damages of any nature arising, or claimed to have arisen, as a result of the termination. 9.Termination for City’s Convenience: a.Should conditions arise which, in the sole opinion and discretion of the City, make it advisable to the City to cease performance under this Agreement, the City may terminate this Agreement by written notice to Contractor (“Notice of Termination for City’s Convenience”). The termination shall be effective in the manner specified in the Notice of Termination for City’s Convenience and shall be without prejudice to any claims that the City may otherwise have against Contractor. b.Upon receipt of the Notice of Termination for City’s Convenience, unless otherwise directed in the Notice, the Contractor shall immediately cease performance under this Agreement and make every reasonable effort to refrain from continuing work, incurring additional expenses or costs under this Agreement and shall immediately cancel all existing orders or contracts upon terms satisfactory to the City. Contractor shall do only such work as may be necessary to preserve, protect, and maintain work already completed or immediately 46 Professional Services Agreement for Cathodic Protection System Testing FY 2021 – FY 2022 Page 6 of 11 in progress. c.In the event of a termination pursuant to this Section 9, Contractor is entitled to payment only for those services Contractor actually rendered on or before the receipt of the Notice of Termination for City’s Convenience. d.The compensation described in Section 9(c) is the sole compensation due to Contractor for its performance of this Agreement. Contractor shall, under no circumstances, be entitled to claim or recover consequential, special, punitive, lost business opportunity, lost productivity, field office overhead, general conditions costs, or lost profits damages of any nature arising, or claimed to have arisen, as a result of the termination. 10.Limitation on Contractor’s Damages; Time for Asserting Claim: a.In the event of a claim for damages by Contractor under this Agreement, Contractor’s damages shall be limited to contract damages and Contractor hereby expressly waives any right to claim or recover consequential, special, punitive, lost business opportunity, lost productivity, field office overhead, general conditions costs, or lost profits damages of any nature or kind. b.In the event Contractor wants to assert a claim for damages of any kind or nature, Contractor shall provide City with written notice of its claim, the facts and circumstances surrounding and giving rise to the claim, and the total amount of damages sought by the claim, within thirty (30) days of the facts and circumstances giving rise to the claim. In the event Contractor fails to provide such notice, Contractor shall waive all rights to assert such claim. 11.Representatives and Notices: a.City’s Representative: The City’s Representative for the purpose of this Agreement shall be Nick Pericich or such other individual as City shall designate in writing. Whenever approval or authorization from or communication or submission to City is required by this Agreement, such communication or submission shall be directed to the City’s Representative and approvals or authorizations shall be issued only by such Representative; provided, however, that in exigent circumstances when City’s Representative is not available, Contractor may direct its communication or submission to other designated City personnel or agents as designated by the City in writing and may receive approvals or authorization from such persons. 47 Professional Services Agreement for Cathodic Protection System Testing FY 2021 – FY 2022 Page 7 of 11 b.Contractor’s Representative: The Contractor’s Representative for the purpose of this Agreement shall be Robert Lunder or such other individual as Contractor shall designate in writing. Whenever direction to or communication with Contractor is required by this Agreement, such direction or communication shall be directed to Contractor’s Representative; provided, however, that in exigent circumstances when Contractor’s Representative is not available, City may direct its direction or communication to other designated Contractor personnel or agents. c.Notices:All notices required by this Agreement shall be in writing and shall be provided to the Representatives named in this Section. Notices shall be deemed given when delivered, if delivered by courier to Party’s address shown above during normal business hours of the recipient; or when sent, if sent by email or fax (with a successful transmission report) to the email address or fax number provided by the Party’s Representative; or on the fifth business day following mailing, if mailed by ordinary mail to the address shown above, postage prepaid. 12.Permits: Contractor shall provide all notices, comply with all applicable laws, ordinances, rules, and regulations, obtain all necessary permits, licenses, including a City of Bozeman business license, and inspections from applicable governmental authorities, and pay all fees and charges in connection therewith. 13 Laws and Regulations: Contractor shall comply fully with all applicable state and federal laws, regulations, and municipal ordinances including, but not limited to, all workers’ compensation laws, all environmental laws including, but not limited to, the generation and disposal of hazardous waste, the Occupational Safety and Health Act (OSHA), the safety rules, codes, and provisions of the Montana Safety Act in Title 50, Chapter 71, MCA, all applicable City, County, and State building and electrical codes, the Americans with Disabilities Act, and all non-discrimination, affirmative action, and utilization of minority and small business statutes and regulations. 14.Nondiscrimination and Equal Pay: The Contractor agrees that all hiring by Contractor of persons performing this Agreement shall be on the basis of merit and qualifications. The Contractor will have a policy to provide equal employment opportunity in accordance with all applicable state and federal anti-discrimination laws, regulations, and contracts. The Contractor will not refuse employment to a person, bar a person from employment, or discriminate against a person in compensation or in a term, condition, or privilege of employment because of race, color, religion, creed, political ideas, sex, age, marital status, national origin, actual or perceived sexual orientation, gender identity, physical or mental disability, except when the reasonable demands of the position 48 Professional Services Agreement for Cathodic Protection System Testing FY 2021 – FY 2022 Page 8 of 11 require an age, physical or mental disability, marital status or sex distinction. The Contractor shall be subject to and comply with Title VI of the Civil Rights Act of 1964; Section 140, Title 2, United States Code, and all regulations promulgated thereunder. Contractor represents it is, and for the term of this Agreement will be, in compliance with the requirements of the Equal Pay Act of 1963 and Section 39-3-104, MCA (the Montana Equal Pay Act). Contractor must report to the City any violations of the Montana Equal Pay Act that Contractor has been found guilty of within 60 days of such finding for violations occurring during the term of this Agreement. Contractor shall require these nondiscrimination terms of its subcontractors providing services under this Agreement. 15.Intoxicants; DOT Drug and Alcohol Regulations/Safety and Training: Contractor shall not permit or suffer the introduction or use of any intoxicants, including alcohol or illegal drugs, by any employee or agent engaged in services to the City under this Agreement while on City property or in the performance of any activities under this Agreement. Contractor acknowledges it is aware of and shall comply with its responsibilities and obligations under the U.S. Department of Transportation (DOT) regulations governing anti-drug and alcohol misuse prevention plans and related testing. City shall have the right to request proof of such compliance and Contractor shall be obligated to furnish such proof. The Contractor shall be responsible for instructing and training the Contractor's employees and agents in proper and specified work methods and procedures. The Contractor shall provide continuous inspection and supervision of the work performed. The Contractor is responsible for instructing its employees and agents in safe work practices. 16.Modification and Assignability: This Agreement may not be enlarged, modified or altered except by written agreement signed by both parties hereto. The Contractor may not subcontract or assign Contractor’s rights, including the right to compensation or duties arising hereunder, without the prior written consent of the City. Any subcontractor or assignee will be bound by all of the terms and conditions of this Agreement. 17. Reports/Accountability/Public Information: Contractor agrees to develop and/or provide documentation as requested by the City demonstrating Contractor’s compliance with the requirements of this Agreement. Contractor shall allow the City, its auditors, and other persons authorized by the City to inspect and copy its books and records for the purpose of verifying that the reimbursement of monies distributed to Contractor pursuant to this Agreement was used in 49 Professional Services Agreement for Cathodic Protection System Testing FY 2021 – FY 2022 Page 9 of 11 compliance with this Agreement and all applicable provisions of federal, state, and local law. The Contractor shall not issue any statements, releases or information for public dissemination without prior approval of the City. 18.Non-Waiver: A waiver by either party of any default or breach by the other party of any terms or conditions of this Agreement does not limit the other party’s right to enforce such term or conditions or to pursue any available legal or equitable rights in the event of any subsequent default or breach. 19.Attorney’s Fees and Costs: In the event it becomes necessary for either Party to retain an attorney to enforce any of the terms or conditions of this Agreement or to give any notice required herein, then the prevailing Party or the Party giving notice shall be entitled to reasonable attorney's fees and costs, including fees, salary, and costs of in-house counsel including the City Attorney’s Office staff. 20.Taxes: Contractor is obligated to pay all taxes of any kind or nature and make all appropriate employee withholdings. 21.Dispute Resolution: a.Any claim, controversy, or dispute between the parties, their agents, employees, or representatives shall be resolved first by negotiation between senior-level personnel from each party duly authorized to execute settlement agreements. Upon mutual agreement of the parties, the parties may invite an independent, disinterested mediator to assist in the negotiated settlement discussions. b.If the parties are unable to resolve the dispute within thirty (30) days from the date the dispute was first raised, then such dispute may only be resolved in a court of competent jurisdiction in compliance with the Applicable Law provisions of this Agreement. 22.Survival: Contractor’s indemnification shall survive the termination or expiration of this Agreement for the maximum period allowed under applicable law. 23.Headings: The headings used in this Agreement are for convenience only and are not be construed as a part of the Agreement or as a limitation on the scope of the particular paragraphs to which they refer. 24.Severability: If any portion of this Agreement is held to be void or unenforceable, the 50 Professional Services Agreement for Cathodic Protection System Testing FY 2021 – FY 2022 Page 10 of 11 balance thereof shall continue in effect. 25.Applicable Law: The parties agree that this Agreement is governed in all respects by the laws of the State of Montana. 26.Binding Effect: This Agreement is binding upon and inures to the benefit of the heirs, legal representatives, successors, and assigns of the parties. 27.No Third-Party Beneficiary: This Agreement is for the exclusive benefit of the parties, does not constitute a third-party beneficiary agreement, and may not be relied upon or enforced by a third party. 28.Counterparts: This Agreement may be executed in counterparts, which together constitute one instrument. 29.Integration: This Agreement and all Exhibits attached hereto constitute the entire agreement of the parties. Covenants or representations not contained herein or made a part thereof by reference, are not binding upon the parties. There are no understandings between the parties other than as set forth in this Agreement. All communications, either verbal or written, made prior to the date of this Agreement are hereby abrogated and withdrawn unless specifically made a part of this Agreement by reference. 30.Consent to Electronic Signatures: The Parties have consented to execute this Agreement electronically in conformance with the Montana Uniform Electronic Transactions Act, Title 30, Chapter 18, Part 1, MCA. 31.Extensions:this Agreement may, upon mutual agreement, be extended for a period of one year by written agreement of the Parties. In no case, however, may this Agreement run longer than 3 years. **** END OF AGREEMENT EXCEPT FOR SIGNATURES **** IN WITNESS WHEREOF,the parties hereto have executed this Agreement the day and year first above written or as recorded in an electronic signature. CITY OF BOZEMAN, MONTANA ____________________________________ 51 Professional Services Agreement for Cathodic Protection System Testing FY 2021 – FY 2022 Page 11 of 11 CONTRACTOR (Type Name Above) By________________________________By__________________________________ Jeff Mihelich, City Manager Print Name: ___________________________ Print Title: ____________________________ APPROVED AS TO FORM: By_______________________________ Greg Sullivan, Bozeman City Attorney 52 552 Roxy Lane Billings, MT 59105 (406) 248-6985 www.wbienergy.com 3/26/2021 Nick Pericich City of Bozeman RE: Bozeman Hyalite Trans Main CP Survey Mr. Pericich, WBI Energy Corrosion Services proposes to complete a cathodic protection survey on the Hyalite transmission line, as conveyed by the City of Bozeman in the summer months of 2021. This survey will include a NACE certified CP tester to travel to the location, get a tour of the pipeline system from City of Bozeman representatives, and then perform a CP survey in accordance with NACE SP0169 following procedures for testing outlined in the City of Bozeman O&M manual adjusting to meet the newest NACE standard SP0169. In addition, the following items will be checked for proper operation. • Isolation flanges • Galvanic Anode Current Output • PVC Profile Tube potentials • Coupon Measurements • Resistance Probes (Utilizing City of Bozeman Corrosometer) All survey potentials will be an “on” survey, based on the 2014 data that was provided, as that data reflects an “on” survey as well. WBI will collect the potentials at each location as detailed in the excel file titled, “Bozeman Hyalite Trans Main Cathodic Protection”, and will just add 2 columns in the datasheet (H&I) to add room for the 2021 data. In addition, WBI will provide a detailed report discussing the data, including recommendations to ensure adequate cathodic protection. WBI will secure a City of Bozeman Business License as needed. The total “Lump Sum” price for this survey will be $6,800.00. Thank you, Rob Lunder, PE CP Specialist #15496 WBI Energy Corrosion Services 406.248.6985 53 54 Memorandum REPORT TO:City Commission FROM:Jamie Saitta, Recreation Manager Mike Gray, Facilities Superintendent Mitch Overton, Parks and Recreation Director SUBJECT:Authorize the City Manager to Sign a Professional Services Agreement for Engineering Service with Consulting Design Solutions, INC. for Story Mill Community Center HVAC Renovation MEETING DATE:April 20, 2021 AGENDA ITEM TYPE:Agreement - Vendor/Contract RECOMMENDATION:Authorize the City Manager to sign the Professional Services Agreement for Engineering Service, Story Mill Community Center HVAC Renovation. Services will be contracted with Consulting Design Solutions, INC. STRATEGIC PLAN:3.4 Active Recreation: Facilitate and promote recreational opportunities and active health programs and facilities. BACKGROUND:The Story Mill Community Center Gymnasium is a heavily used space for active recreation on a year round basis and does not have a ventilation system. The HVAC design work will add new ventilation and mechanical cooling systems to the building, will increase occupant safety and comfort, and be critical for the integrity of the new wood gymnasium floor that is included in the Recreation CIP for FY22. UNRESOLVED ISSUES:n/a ALTERNATIVES:As recommended by Commission FISCAL EFFECTS:Funds were allocated in the Recreation Division Capital Improvement budget to cover all associated costs with the requested Professional Services Agreement for Engineering Service, Story Mill Community Center HVAC Renovation. Attachments: Professional Services Agreement for Engineering Service, Story Mill Community Center HVAC Renovation.pdf PSA Exhibit A - Story Mill Community Center HVAC Renovation.pdf Report compiled on: April 1, 2021 55 56 Professional Services Agreement for Engineering Service, Story Mill Community Center HVAC Renovation FY 2021 – FY 2022 Page 1 of 11 PROFESSIONAL SERVICES AGREEMENT THIS AGREEMENT is made and entered into this _____ day of April, 2021 (“Effective Date”), by and between the CITY OF BOZEMAN, MONTANA, a self-governing municipal corporation organized and existing under its Charter and the laws of the State of Montana, 121 North Rouse Street, Bozeman, Montana, with a mailing address of PO Box 1230, Bozeman, MT 59771, hereinafter referred to as “City,” and, Consulting Design Solutions, Inc., 7540 Churchill Road, Manhattan, MT, hereinafter referred to as “Contractor.” The City and Contractor may be referred to individually as “Party” and collectively as “Parties.” In consideration of the mutual covenants and agreements herein contained, the receipt and sufficiency whereof being hereby acknowledged, the parties hereto agree as follows: 1. Purpose: City agrees to enter this Agreement with Contractor to perform for City services described in the Scope of Services attached hereto as Exhibit A and by this reference made a part hereof. 2. Term/Effective Date: This Agreement is effective upon the Effective Date, unless earlier terminated in accordance with this Agreement. 3. Scope of Services: Contractor will perform the work and provide the services in accordance with the requirements of the Scope of Services. For conflicts between this Agreement and the Scope of Services, unless specifically provided otherwise, the Agreement governs. 4. Payment: City agrees to pay Contractor the amount specified in the Scope of Services. Any alteration or deviation from the described services that involves additional costs above the Agreement amount will be performed by Contractor after written request by the City, and will become an additional charge over and above the amount listed in the Scope of Services. The City must agree in writing upon any additional charges. 5. Contractor’s Representations: To induce City to enter into this Agreement, Contractor makes the following representations: a. Contractor has familiarized itself with the nature and extent of this Agreement, the 57 Professional Services Agreement for Engineering Service, Story Mill Community Center HVAC Renovation FY 2021 – FY 2022 Page 2 of 11 Scope of Services, and with all local conditions and federal, state and local laws, ordinances, rules, and regulations that in any manner may affect cost, progress or performance of the Scope of Services. b. Contractor represents and warrants to City that it has the experience and ability to perform the services required by this Agreement; that it will perform the services in a professional, competent and timely manner and with diligence and skill; that it has the power to enter into and perform this Agreement and grant the rights granted in it; and that its performance of this Agreement shall not infringe upon or violate the rights of any third party, whether rights of copyright, trademark, privacy, publicity, libel, slander or any other rights of any nature whatsoever, or violate any federal, state and municipal laws. The City will not determine or exercise control as to general procedures or formats necessary to have these services meet this warranty. 6. Independent Contractor Status/Labor Relations: The parties agree that Contractor is an independent contractor for purposes of this Agreement and is not to be considered an employee of the City for any purpose. Contractor is not subject to the terms and provisions of the City’s personnel policies handbook and may not be considered a City employee for workers’ compensation or any other purpose. Contractor is not authorized to represent the City or otherwise bind the City in any dealings between Contractor and any third parties. Contractor shall comply with the applicable requirements of the Workers’ Compensation Act, Title 39, Chapter 71, Montana Code Annotated (MCA), and the Occupational Disease Act of Montana, Title 39, Chapter 71, MCA. Contractor shall maintain workers’ compensation coverage for all members and employees of Contractor’s business, except for those members who are exempted by law. Contractor shall furnish the City with copies showing one of the following: (1) a binder for workers’ compensation coverage by an insurer licensed and authorized to provide workers’ compensation insurance in the State of Montana; or (2) proof of exemption from workers’ compensation granted by law for independent contractors. In the event that, during the term of this Agreement, any labor problems or disputes of any type arise or materialize which in turn cause any services to cease for any period of time, Contractor specifically agrees to take immediate steps, at its own expense and without expectation of reimbursement from City, to alleviate or resolve all such labor problems or disputes. The specific steps Contractor shall take shall be left to the discretion of Contractor; provided, however, that Contractor shall bear all costs of any related legal action. Contractor shall provide immediate relief to the City so as to permit the services to continue at no additional cost to City. 58 Professional Services Agreement for Engineering Service, Story Mill Community Center HVAC Renovation FY 2021 – FY 2022 Page 3 of 11 Contractor shall indemnify, defend, and hold the City harmless from any and all claims, demands, costs, expenses, damages, and liabilities arising out of, resulting from, or occurring in connection with any labor problems or disputes or any delays or stoppages of work associated with such problems or disputes. 7. Indemnity/Waiver of Claims/Insurance: For other than professional services rendered, to the fullest extent permitted by law, Contractor agrees to release, defend, indemnify, and hold harmless the City, its agents, representatives, employees, and officers (collectively referred to for purposes of this Section as the City) from and against any and all claims, demands, actions, fees and costs (including attorney’s fees and the costs and fees of expert witness and consultants), losses, expenses, liabilities (including liability where activity is inherently or intrinsically dangerous) or damages of whatever kind or nature connected therewith and without limit and without regard to the cause or causes thereof or the negligence of any party or parties that may be asserted against, recovered from or suffered by the City occasioned by, growing or arising out of or resulting from or in any way related to: (i) the negligent, reckless, or intentional misconduct of the Contractor; or (ii) any negligent, reckless, or intentional misconduct of any of the Contractor’s agents. For the professional services rendered, to the fullest extent permitted by law, Contractor agrees to indemnify and hold the City harmless against claims, demands, suits, damages, losses, and expenses, including reasonable defense attorney fees, to the extent caused by the negligence or intentional misconduct of the Contractor or Contractor’s agents or employees. Such obligations shall not be construed to negate, abridge, or reduce other rights or obligations of indemnity that would otherwise exist. The indemnification obligations of this Section must not be construed to negate, abridge, or reduce any common-law or statutory rights of the City as indemnitee(s) which would otherwise exist as to such indemnitee(s). Contractor’s indemnity under this Section shall be without regard to and without any right to contribution from any insurance maintained by City. Should the City be required to bring an action against the Contractor to assert its right to defense or indemnification under this Agreement or under the Contractor’s applicable insurance policies required below, the City shall be entitled to recover reasonable costs and attorney fees incurred in asserting its right to indemnification or defense but only if a court of competent jurisdiction determines the Contractor was obligated to defend the claim(s) or was obligated to indemnify the City for a claim(s) or any portion(s) thereof. In the event of an action filed against the City resulting from the City’s performance under 59 Professional Services Agreement for Engineering Service, Story Mill Community Center HVAC Renovation FY 2021 – FY 2022 Page 4 of 11 this Agreement, the City may elect to represent itself and incur all costs and expenses of suit. Contractor also waives any and all claims and recourse against the City, including the right of contribution for loss or damage to person or property arising from, growing out of, or in any way connected with or incident to the performance of this Agreement except “responsibility for [City’s] own fraud, for willful injury to the person or property of another, or for violation of law, whether willful or negligent” as per 28-2-702, MCA. These obligations shall survive termination of this Agreement and the services performed hereunder. In addition to and independent from the above, Contractor shall at Contractor’s expense secure insurance coverage through an insurance company or companies duly licensed and authorized to conduct insurance business in Montana which insures the liabilities and obligations specifically assumed by the Contractor in this Section. The insurance coverage shall not contain any exclusion for liabilities specifically assumed by the Contractor in this Section. The insurance shall cover and apply to all claims, demands, suits, damages, losses, and expenses that may be asserted or claimed against, recovered from, or suffered by the City without limit and without regard to the cause therefore and which is acceptable to the City. Contractor shall furnish to the City an accompanying certificate of insurance and accompanying endorsements in amounts not less than as follows:  Workers’ Compensation – statutory;  Employers’ Liability - $1,000,000 per occurrence; $2,000,000 annual aggregate;  Commercial General Liability - $1,000,000 per occurrence; $2,000,000 annual aggregate;  Automobile Liability - $1,000,000 property damage/bodily injury per accident; and  Professional Liability - $1,000,000 per claim; $2,000,000 annual aggregate. The above amounts shall be exclusive of defense costs. The City shall be endorsed as an additional or named insured on a primary non-contributory basis on both the Commercial General and Automobile Liability policies. The insurance and required endorsements must be in a form suitable to City and shall include no less than a thirty (30) day notice of cancellation or non-renewal. Contractor shall notify City within two (2) business days of Contractor’s receipt of notice that any required insurance coverage will be terminated or Contractor’s decision to terminate any required insurance coverage for any reason. 60 Professional Services Agreement for Engineering Service, Story Mill Community Center HVAC Renovation FY 2021 – FY 2022 Page 5 of 11 The City must approve all insurance coverage and endorsements prior to the Contractor commencing work. 8. Termination for Contractor’s Fault: a. If Contractor refuses or fails to timely do the work, or any part thereof, or fails to perform any of its obligations under this Agreement, or otherwise breaches any terms or conditions of this Agreement, the City may, by written notice, terminate this Agreement and the Contractor’s right to proceed with all or any part of the work (“Termination Notice Due to Contractor’s Fault”). The City may then take over the work and complete it, either with its own resources or by re-letting the contract to any other third party. b. In the event of a termination pursuant to this Section 8, Contractor shall be entitled to payment only for those services Contractor actually rendered. c. Any termination provided for by this Section 8 shall be in addition to any other remedies to which the City may be entitled under the law or at equity. d. In the event of termination under this Section 8, Contractor shall, under no circumstances, be entitled to claim or recover consequential, special, punitive, lost business opportunity, lost productivity, field office overhead, general conditions costs, or lost profits damages of any nature arising, or claimed to have arisen, as a result of the termination. 9. Termination for City’s Convenience: a. Should conditions arise which, in the sole opinion and discretion of the City, make it advisable to the City to cease performance under this Agreement, the City may terminate this Agreement by written notice to Contractor (“Notice of Termination for City’s Convenience”). The termination shall be effective in the manner specified in the Notice of Termination for City’s Convenience and shall be without prejudice to any claims that the City may otherwise have against Contractor. b. Upon receipt of the Notice of Termination for City’s Convenience, unless otherwise directed in the Notice, the Contractor shall immediately cease performance under this Agreement and make every reasonable effort to refrain from continuing work, incurring additional expenses or costs under this Agreement and shall immediately cancel all existing orders or contracts upon terms satisfactory to the City. Contractor shall do only such work as may be necessary to preserve, protect, and maintain work already completed or immediately 61 Professional Services Agreement for Engineering Service, Story Mill Community Center HVAC Renovation FY 2021 – FY 2022 Page 6 of 11 in progress. c. In the event of a termination pursuant to this Section 9, Contractor is entitled to payment only for those services Contractor actually rendered on or before the receipt of the Notice of Termination for City’s Convenience. d. The compensation described in Section 9(c) is the sole compensation due to Contractor for its performance of this Agreement. Contractor shall, under no circumstances, be entitled to claim or recover consequential, special, punitive, lost business opportunity, lost productivity, field office overhead, general conditions costs, or lost profits damages of any nature arising, or claimed to have arisen, as a result of the termination. 10. Limitation on Contractor’s Damages; Time for Asserting Claim: a. In the event of a claim for damages by Contractor under this Agreement, Contractor’s damages shall be limited to contract damages and Contractor hereby expressly waives any right to claim or recover consequential, special, punitive, lost business opportunity, lost productivity, field office overhead, general conditions costs, or lost profits damages of any nature or kind. b. In the event Contractor wants to assert a claim for damages of any kind or nature, Contractor shall provide City with written notice of its claim, the facts and circumstances surrounding and giving rise to the claim, and the total amount of damages sought by the claim, within thirty (30) days of the facts and circumstances giving rise to the claim. In the event Contractor fails to provide such notice, Contractor shall waive all rights to assert such claim. 11. Representatives and Notices: a. City’s Representative: The City’s Representative for the purpose of this Agreement shall be Jamie Saitta, Recreation Manager or such other individual as City shall designate in writing. Whenever approval or authorization from or communication or submission to City is required by this Agreement, such communication or submission shall be directed to the City’s Representative and approvals or authorizations shall be issued only by such Representative; provided, however, that in exigent circumstances when City’s Representative is not available, Contractor may direct its communication or submission to other designated City personnel or agents as designated by the City in writing and may receive approvals or authorization from such persons. 62 Professional Services Agreement for Engineering Service, Story Mill Community Center HVAC Renovation FY 2021 – FY 2022 Page 7 of 11 b. Contractor’s Representative: The Contractor’s Representative for the purpose of this Agreement shall be Curt Smit or such other individual as Contractor shall designate in writing. Whenever direction to or communication with Contractor is required by this Agreement, such direction or communication shall be directed to Contractor’s Representative; provided, however, that in exigent circumstances when Contractor’s Representative is not available, City may direct its direction or communication to other designated Contractor personnel or agents. c. Notices: All notices required by this Agreement shall be in writing and shall be provided to the Representatives named in this Section. Notices shall be deemed given when delivered, if delivered by courier to Party’s address shown above during normal business hours of the recipient; or when sent, if sent by email or fax (with a successful transmission report) to the email address or fax number provided by the Party’s Representative; or on the fifth business day following mailing, if mailed by ordinary mail to the address shown above, postage prepaid. 12. Permits: Contractor shall provide all notices, comply with all applicable laws, ordinances, rules, and regulations, obtain all necessary permits, licenses, including a City of Bozeman business license, and inspections from applicable governmental authorities, and pay all fees and charges in connection therewith. 13 Laws and Regulations: Contractor shall comply fully with all applicable state and federal laws, regulations, and municipal ordinances including, but not limited to, all workers’ compensation laws, all environmental laws including, but not limited to, the generation and disposal of hazardous waste, the Occupational Safety and Health Act (OSHA), the safety rules, codes, and provisions of the Montana Safety Act in Title 50, Chapter 71, MCA, all applicable City, County, and State building and electrical codes, the Americans with Disabilities Act, and all non-discrimination, affirmative action, and utilization of minority and small business statutes and regulations. 14. Nondiscrimination and Equal Pay: The Contractor agrees that all hiring by Contractor of persons performing this Agreement shall be on the basis of merit and qualifications. The Contractor will have a policy to provide equal employment opportunity in accordance with all applicable state and federal anti-discrimination laws, regulations, and contracts. The Contractor will not refuse employment to a person, bar a person from employment, or discriminate against a person in compensation or in a term, condition, or privilege of employment because of race, color, religion, creed, political ideas, sex, age, marital status, national origin, actual or perceived sexual orientation, gender identity, physical or mental disability, except when the reasonable demands of the position 63 Professional Services Agreement for Engineering Service, Story Mill Community Center HVAC Renovation FY 2021 – FY 2022 Page 8 of 11 require an age, physical or mental disability, marital status or sex distinction. The Contractor shall be subject to and comply with Title VI of the Civil Rights Act of 1964; Section 140, Title 2, United States Code, and all regulations promulgated thereunder. Contractor represents it is, and for the term of this Agreement will be, in compliance with the requirements of the Equal Pay Act of 1963 and Section 39-3-104, MCA (the Montana Equal Pay Act). Contractor must report to the City any violations of the Montana Equal Pay Act that Contractor has been found guilty of within 60 days of such finding for violations occurring during the term of this Agreement. Contractor shall require these nondiscrimination terms of its subcontractors providing services under this Agreement. 15. Intoxicants; DOT Drug and Alcohol Regulations/Safety and Training: Contractor shall not permit or suffer the introduction or use of any intoxicants, including alcohol or illegal drugs, by any employee or agent engaged in services to the City under this Agreement while on City property or in the performance of any activities under this Agreement. Contractor acknowledges it is aware of and shall comply with its responsibilities and obligations under the U.S. Department of Transportation (DOT) regulations governing anti-drug and alcohol misuse prevention plans and related testing. City shall have the right to request proof of such compliance and Contractor shall be obligated to furnish such proof. The Contractor shall be responsible for instructing and training the Contractor's employees and agents in proper and specified work methods and procedures. The Contractor shall provide continuous inspection and supervision of the work performed. The Contractor is responsible for instructing its employees and agents in safe work practices. 16. Modification and Assignability: This Agreement may not be enlarged, modified or altered except by written agreement signed by both parties hereto. The Contractor may not subcontract or assign Contractor’s rights, including the right to compensation or duties arising hereunder, without the prior written consent of the City. Any subcontractor or assignee will be bound by all of the terms and conditions of this Agreement. 17. Reports/Accountability/Public Information: Contractor agrees to develop and/or provide documentation as requested by the City demonstrating Contractor’s compliance with the requirements of this Agreement. Contractor shall allow the City, its auditors, and other persons authorized by the City to inspect and copy its books and records for the purpose of verifying that the reimbursement of monies distributed to Contractor pursuant to this Agreement was used in 64 Professional Services Agreement for Engineering Service, Story Mill Community Center HVAC Renovation FY 2021 – FY 2022 Page 9 of 11 compliance with this Agreement and all applicable provisions of federal, state, and local law. The Contractor shall not issue any statements, releases or information for public dissemination without prior approval of the City. 18. Non-Waiver: A waiver by either party of any default or breach by the other party of any terms or conditions of this Agreement does not limit the other party’s right to enforce such term or conditions or to pursue any available legal or equitable rights in the event of any subsequent default or breach. 19. Attorney’s Fees and Costs: In the event it becomes necessary for either Party to retain an attorney to enforce any of the terms or conditions of this Agreement or to give any notice required herein, then the prevailing Party or the Party giving notice shall be entitled to reasonable attorney's fees and costs, including fees, salary, and costs of in-house counsel including the City Attorney’s Office staff. 20. Taxes: Contractor is obligated to pay all taxes of any kind or nature and make all appropriate employee withholdings. 21. Dispute Resolution: a. Any claim, controversy, or dispute between the parties, their agents, employees, or representatives shall be resolved first by negotiation between senior-level personnel from each party duly authorized to execute settlement agreements. Upon mutual agreement of the parties, the parties may invite an independent, disinterested mediator to assist in the negotiated settlement discussions. b. If the parties are unable to resolve the dispute within thirty (30) days from the date the dispute was first raised, then such dispute may only be resolved in a court of competent jurisdiction in compliance with the Applicable Law provisions of this Agreement. 22. Survival: Contractor’s indemnification shall survive the termination or expiration of this Agreement for the maximum period allowed under applicable law. 23. Headings: The headings used in this Agreement are for convenience only and are not be construed as a part of the Agreement or as a limitation on the scope of the particular paragraphs to which they refer. 24. Severability: If any portion of this Agreement is held to be void or unenforceable, the 65 Professional Services Agreement for Engineering Service, Story Mill Community Center HVAC Renovation FY 2021 – FY 2022 Page 10 of 11 balance thereof shall continue in effect. 25. Applicable Law: The parties agree that this Agreement is governed in all respects by the laws of the State of Montana. 26. Binding Effect: This Agreement is binding upon and inures to the benefit of the heirs, legal representatives, successors, and assigns of the parties. 27. No Third-Party Beneficiary: This Agreement is for the exclusive benefit of the parties, does not constitute a third-party beneficiary agreement, and may not be relied upon or enforced by a third party. 28. Counterparts: This Agreement may be executed in counterparts, which together constitute one instrument. 29. Integration: This Agreement and all Exhibits attached hereto constitute the entire agreement of the parties. Covenants or representations not contained herein or made a part thereof by reference, are not binding upon the parties. There are no understandings between the parties other than as set forth in this Agreement. All communications, either verbal or written, made prior to the date of this Agreement are hereby abrogated and withdrawn unless specifically made a part of this Agreement by reference. 30. Consent to Electronic Signatures: The Parties have consented to execute this Agreement electronically in conformance with the Montana Uniform Electronic Transactions Act, Title 30, Chapter 18, Part 1, MCA. 66 Professional Services Agreement for Engineering Service, Story Mill Community Center HVAC Renovation FY 2021 – FY 2022 Page 11 of 11 **** END OF AGREEMENT EXCEPT FOR SIGNATURES **** IN WITNESS WHEREOF, the parties hereto have executed this Agreement the day and year first above written or as recorded in an electronic signature. CITY OF BOZEMAN, MONTANA Consulting Design Solutions, Inc. CONTRACTOR (Type Name Above) By________________________________ By__________________________________ Jeff Mihelich, City Manager Print Name: ___________________________ Print Title: ____________________________ APPROVED AS TO FORM: By_______________________________ Greg Sullivan, Bozeman City Attorney 67 EXHIBIT A 68 Proposal – Story Mill Community Center Page 1     September 11, 2020 Mike Gray, City of Bozeman Jamie Saitta, City of Bozeman Rec. 415 N Bozeman Ave. Bozeman, MT 59771 RE: Story Mill Community Center Renovation – Mechanical and Electrical Fee Proposal Jamie, Mike, The following is a mechanical and electrical fee proposal for the Story Mill Community Center Renovation project. Scope of Work The scope of work for the project includes the renovation of mechanical and electrical systems for the building. HVAC system design will include remodeling the existing heating systems and adding new ventilation and mechanical cooling systems to the building. Initial concept is for a new heat recovery ventilator for the office and meeting rooms and a new gas fired make up air unit for the gymnasium space. Cooling for the gymnasium has also been requested. Plumbing system design will include remodeling the existing plumbing systems to accommodate new work. The existing plumbing system looks to be in good working condition. Electrical system design will include power and lighting design for the new layouts and lighting, fire alarm, intercom and low voltage systems work required for the space renovations. Coordination of power requirements for any special systems in the building is included. Low-voltage system design (tele-data, security, A/V, etc.) include complete wiring design from router to terminals and devices. Site lighting is not included. A mechanical and electrical specification will be completed either on the drawings or in book form to convey the expectations and requirements of the design. Code compliance including mechanical and electrical portions of Comcheck and code review response is included. Bidding coordination including prior approval review, bidding question coordination and addendum preparation is included. Pre-bid and pre-construction meetings are included. Construction administration including shop drawing review, coordination of mechanical and electrical construction issues, two construction site visits and one final inspection are included. As-built drawings are included. Design Requirements The following items will be required at the start of the project. 1. Special equipment information. 2. Project Budget: If an MEP project budget has been determined and needs to be met, the project MEP budget information is required prior to the start of MEP design work. Any changes to the MEP designs after a project budget is received will be subject to redesign fees at the additional service rates listed below. 69 Proposal – Story Mill Community Center Page 2   Exclusions The following items are not included in the scope of work. 1. Site utilities beyond 5’-0” outside the building. 2. Construction site visits beyond those listed above. 3. Reproduction of design documents. 4. LEED design. 5. Revit design. 6. Value engineering. After design development drawings are completed and reviewed, changes to the MEP systems required due to value engineering efforts, will be subject to additional service design fees. Proposal Consulting Design Solutions, Inc. proposes to provide the work as described above for a lump sum total of: Mechanical Electrical Initial Schematic Design Fee: - - Design Development Fee: $ 1,200 $ 1,200 Construction Document Fee: $ 2,200 $ 4,400 Bidding: $ 1,500 $ 500 Construction Admin.: $ 2,300 $ 1,600 Sub Totals: $ 7,200 $ 7,700 TOTAL: $14,900 ______ Hourly Service Rates: Principal: $130/hr Engineer: $100/hr Drafting: $75hr Clerical: $60/hr Mileage: $0.58/mile Schedule Upon receipt of signed authorization to proceed and receipt of all required project information work will begin. It is estimated the work will take approximately 12-16 weeks after receipt of authorization to proceed and depending on current work load, plan changes, owner review, unforeseen issues and especially the timely receipt of required building and equipment information. Every reasonable effort will be made to meet the project schedule. If specialty consultants are utilized on the project a minimum of 3 weeks of design time will be required after final specialized packaged is received. 70 Proposal – Story Mill Community Center Page 3   Authorization Please review this proposal and if it meets your project requirements, please sign and return a copy. The signed copy will serve as authorization to proceed and as a contract for the project (or submit a separate contract). Please contact me if you have any questions or need additional information or clarification. Sincerely, Curtis L. Smit, PE Consulting Design Solutions, Inc. ______________________ Project Authorization _______________ Date Limitation of Liability: To the maximum extent permitted by law, the Client agrees to limit the Consultant’s liability for the Client’s damages to the sum of $50,000 or the Consultants fee, whichever is greater. This limitation shall apply regardless of the cause of action or legal theory pled or asserted. Third Party Liability: It is expressly understood and agreed that this Agreement is entered into solely for the mutual benefit of the parties herein and that no benefits, rights, duties or obligations are intended by this Agreement as to third parties not a signatory hereto. Damages Waiver: Notwithstanding anything to the contrary contained in this Agreement, no party to this Agreement shall be liable for any consequential, special, indirect, incidental, exemplary or punitive damages of any kind or nature whatsoever, or any lost income or profits regardless of whether arising from breach of contract or tort, even if advised of the possibility of such loss or damage or if such loss or damage could have been reasonably foreseen. Standard of Care: Professional services shall be performed in a manner consistent with that degree of skill and care ordinarily exercised by practicing design professionals performing similar services in the same locality, at the same site and under the same or similar circumstances and conditions. The Design Professional makes no other representations or warranties, whether expressed or implied, with respect to the services rendered hereunder. 71 Memorandum REPORT TO:City Commission FROM:Elizabeth Hill, Aquatics Manager Jamie Saitta, Recreation Manager Mitch Overton, Parks and Recreation Director SUBJECT:Authorize the City Manager to Sign an Addendum to Professional Agreement for Swim Center Janitorial Services MEETING DATE:April 20, 2021 AGENDA ITEM TYPE:Agreement - Vendor/Contract RECOMMENDATION:Authorize the City Manager to sign Addendum to Professional Services Agreement for Janitorial Services for Swim Center. Services will be contracted with Gwenlin Property Solutions, formally known as Above and Beyond Janitorial Services. STRATEGIC PLAN:3.4 Active Recreation: Facilitate and promote recreational opportunities and active health programs and facilities. BACKGROUND:Above and Beyond Janitorial is now named Gwenlin Property Solutions, that change is reflected in the Addendum to Professional Services Agreement for Swim Center Janitorial Services. The scope of work, Attachment A, will be updated as well, to include all Recreation and Aquatic Facilities including, the Swim Center, Bogert Pool, Beall Park Recreation Center, Lindley Center, Story Mill Community Center, and Story Mansion. The amounts will be billed on a per service basis for each individual property included in the Scope of Services. The name of the PSA will be changed to Professional Services Agreement for Janitorial Services for Recreation and Aquatic Facilities. UNRESOLVED ISSUES:N/A ALTERNATIVES:As recommended by Commission FISCAL EFFECTS:Funds were allocated in the recreation and aquatics budgets to cover all associated costs with the requested Professional Services Agreement for the Swim Center Janitorial Services. Attachments: First Addendum to Professional Services Agreement for Recreation Facility Janitorial Services_2021.pdf Scope of Services Attachment A_2021.pdf 18- Professional Services Agreement - Above and Beyond 72 Janitorial - Swim Center Janitorial Services.pdf Report compiled on: March 26, 2021 73 First Addendum to Professional Services Agreement for Swim Center Janitorial Services FY 2021-2023 Page 1 of 2 FIRST ADDENDUM TO PROFESSIONAL SERVICES AGREEMENT THIS FIRST ADDENDUM TO THE PROFESSIONAL SERVICES AGREEMENT dated October 8, 2018 (the “Agreement”) is made and entered into this _____ day of ______, 2021, by and between the CITY OF BOZEMAN, MONTANA, a self governing municipal corporation organized and existing under its Charter and the laws of the State of Montana, 121 North Rouse Street, Bozeman, Montana, with a mailing address of PO Box 1230, Bozeman, MT 59771, hereinafter referred to as “City,” and Gwenlin Property Solutions, hereinafter referred to as “Contractor.” In consideration of the mutual covenants and agreements herein contained, the receipt and sufficiency whereof being hereby acknowledged, the parties hereto agree as follows: 1. Scope of Services. During the term of this Addendum, the business formally known as Above and Beyond Janitorial is changed to Gwenlin Property Solutions and the scope of services is amended to include Bogert Pool, 325 S. Church, Beall Park Recreation Center, 415 N. Bozeman Ave., Lindley Center 1102 E. Curtiss St., Story Mill Community Center, 600 Bridger Drive, and Story Mansion, 811 S. Willson Ave. The new scope of services is included in Attachment A. 2. Payment. Adding “The amounts will be billed on a per service basis for each individual property included in the Scope of Services.” **** END OF AGREEMENT EXCEPT FOR SIGNATURES **** 74 First Addendum to Professional Services Agreement for Swim Center Janitorial Services FY 2021-2023 Page 2 of 2 Attachments: Attachment A IN WITNESS WHEREOF, the parties hereto have executed this instrument the day and year first above written. CITY OF BOZEMAN, MONTANA By________________________________ Jeff Mihelich, City Manager CONTRACTOR (Gwenlin Property Solutions) By_____________________________ Print Name: Title: APPROVED AS TO FORM By_______________________________ Greg Sullivan, Bozeman City Attorney 75 Attachment A-Scope of Services Lindley Center, 1102 East Curtiss St. 2,264 sq. ft. The City agrees to pay Contractor $700.00 per month for the following scope of work at the Lindley Center. Lindley Center Weekly Cleaning will include: 1. Restrooms -clean toilets and surrounding area -clean sink (bowl and fixtures) -clean all fixtures including light and fan cover -sweep, mop, and disinfect floors -empty all trash receptacles and replace liners -restock all paper products -clean mirror -disinfect doorknobs, light switches, and stall handles 2. Kitchen -clean and disinfect all counters -clean cabinet doors -clean and disinfect sink -clean refrigerators inside and out -clean microwave inside and out -clean ovens inside and out -sweep, mop, and disinfect floors -restock all paper products -empty all trash receptacles and replace liners -clean and disinfect all fixtures -clean and disinfect mop sink -clean dust mop and broom corner -replace all mop heads 3. Main Rooms -vacuum entry rugs -sweep and mop floors -clean and disinfect all counter tops -disinfect all fixtures -clean water fountain 4. Other -restock all cleaning supplies when needed -clean and replace all mop heads Lindley Center Monthly Cleaning will include: -clean walls and baseboards -clean and disinfect all trash receptacles -clean windows 76 Story Mansion, 811 S. Willson Ave. 2,000 sq. ft. The City agrees to pay Contractor $1150.00 per month for the following scope of work at the Story Mansion. Story Mansion Weekly Cleaning will include: 1. Entry and Kitchen -clean and sanitize floors -vacuum rugs -clean refrigerator and freezer -clean sinks -clean fixtures -clean microwave -empty trash receptacles and replace liners 2. ADA restroom (main level) -empty trash receptacles and replace liners -clean toilet -clean sink -clean mirrors -sweep and mop floors -clean and sanitize all fixtures 3. Restrooms (lower level) -empty trash receptacles and replace liners -clean toilets -clean sinks -clean mirrors -sweep and mop floors -clean and sanitize all fixtures -mop floors downstairs in front of bathrooms 4. Dining Room, Main Room, Foyer, Library, Study, Stairs -Low dusting -vacuum rugs -vacuum stairwells -sweep and mop wood floors Story Mansion Monthly Cleaning will include: -clean and sanitize trash receptacles -High dust all wood walls & baseboards 77 Beall Park Recreation Center, 415 N. Bozeman Ave 1,442 sq. ft. The City agrees to pay Contractor $650.00 per month for the following scope of work at the Beall Park Recreation Center. Beall Park Recreation Center Weekly Cleaning will include: 1. Kitchen -clean counters -clean refrigerators -clean microwave -clean sink -wipe down wall behind trash can and behind sink -sweep and mop floor -clean and sanitize light switch 2. Restrooms -clean toilets -clean sinks -clean mirror -restock toilet paper and trifold towels if needed -clean and sanitize all fixtures: door handles, toilet handle and light switch -sweep and mop floor -empty all trash receptacles 3. Main Room -clean floors -vacuum entry rugs -clean door windows -clean and sanitize all light switches and door handles -empty all trash receptacles -dust and wipe down all window sills -clean water fountain 4. Offices -empty trash and recycling Beall Park Recreation Center Monthly Cleaning -clean and sanitize all trash receptacles -clean baseboards and wanes coating and window sills -clean bathroom lights/fans/main room hanging lights 78 Story Mill Community Center, 600 Bridger Drive 9,800 sq. ft. The City agrees to pay Contractor $1300.00 per month for the following scope of work at the Story Mill Community Center. Story Mill Community Center Weekly Cleaning will include: 1. Kitchen -empty trash and replace liners -vacuum floor mats -clean counters -clean refrigerators -clean microwave -clean sink -clean exterior cabinets -sweep and mop floor -clean and sanitize light switch 2. Restrooms -empty trash and replace liners -clean and sanitize sinks -clean and sanitize toilets and urinals -clean mirrors -clean and sanitize walls by sinks, urinals, toilets -damp wipe and sanitize partitions -stock all dispensers -sweep, mop, sanitize floors -replace urinal guards and urinal floor mats (June- August) every two week (September-May) 3. Gymnasium -empty trash and replace liners -sweep floor (including edges and corners) -scrub floor with auto scrubber -mop floor 3. Office Wing -Sweep and mop floors -empty trash and recycling -clean glass in doors 4. Other -vacuum all floor mats -stock all dispensers -wipe clean customer counter -clean entrance door glass and glass in door leading from lobby to gym -clean water fountain -Quarterly: dust window sills and baseboards 79 Swim Center, 1211 West Main Street The City agrees to pay Contractor $2980.00 per month for the following scope of work at the Swim Center. Swim Center daily cleaning during non-operating hours will include: 1. Lobby and Locker rooms -sweep and mop corridor, entrance flooring and lobby -clean and sanitize drinking fountain -vacuum all walk off mats -clean and sanitize lobby benches -spot clean walls in locker rooms and lobby area -wipe door handles/push plates and light switches -clean and sanitize benches and lockers- interior/exterior -locker room/shower room floors cleaned and sanitized -scrub shower walls and floors weekly -squeegee water from floor, clean drains -sweep and mop office floor-weekly -Restrooms: inside each locker room -empty trash and feminine napkin disposal (clean receptacles as needed) -sinks, toilets and urinals cleaned and sanitized -mirrors cleaned -walls by sinks, urinals, and partitions-damp wiped and sanitized -sweep and mop floors -fill and stock dispensers 80 Bogert Pool, 325 South Church Street The City agrees to pay Contractor $2900.00 per month for the following scope of work at Bogert Pool. Bogert Pool daily cleaning during non-operating hours will include: Lobby, Locker rooms, Restrooms -sweep and mop corridor, entrance flooring and lobby -clean and sanitize drinking fountain -vacuum all walk off mats -clean and sanitize lobby benches -spot clean walls in locker rooms and lobby area -wipe door handles/push plates and light switches -clean and sanitize benches and lockers- interior/exterior -locker room/shower room floors cleaned and sanitized -scrub shower walls and floors weekly -squeegee water from floor, clean drains -sweep and mop office floor-weekly -Restrooms: inside each locker room and outdoor restroom -empty trash and feminine napkin disposal (clean receptacles as needed) -sinks, toilets and urinals cleaned and sanitized -mirrors cleaned -walls by sinks, urinals, and partitions-damp wiped and sanitized -sweep and mop floors -fill and stock dispensers All equipment and cleaning supplies needed for the scope of work in this exhibit will be provided by the Contractor. Toilet paper, paper towels, soap, and can liners will be provided by the City. 81 82 83 84 85 86 87 88 89 90 91 92 Memorandum REPORT TO:City Commission FROM:Kellen Gamradt, Engineer Shawn Kohtz, City Engineer SUBJECT:Authorize the City Manager to Sign an Amendment 4 to the Professional Services Agreement for the 2018-2021 Materials Testing Contract with Morrison-Maierle, Inc. for the Purpose of Obtaining Materials Testing on Various City Projects for the 2021 Construction Season MEETING DATE:April 20, 2021 AGENDA ITEM TYPE:Agreement - Vendor/Contract RECOMMENDATION:Approve and authorize the City Manager to sign amendment No. 4 to the professional services agreement for the 2018-2021 Materials Testing Contract with Morrison-Maierle, Inc. for the purpose of obtaining materials testing on various City projects for the 2021 construction season STRATEGIC PLAN:2.2 Infrastructure Investments: Strategically invest in infrastructure as a mechanism to encourage economic development. BACKGROUND:In 2014 the City began retaining a consultant to provide construction materials testing on all our construction projects. We are currently in our 4th year of a 4-year term contract with Morrison-Maierle, Inc. to provide materials testing services. The original professional services agreement is attached to this memorandum. This amendment is to continue our agreement with Morrison-Maierle, Inc. for the 2021 calendar year to provide professional engineering services associated with materials testing on various city infrastructure projects. This amendment will add work to our existing materials testing contract. Engineering staff have reviewed the amendment and found it to be commensurate with the work involved. Attached to this memorandum is the partially executed amendment with Morrison-Maierle, Inc. for 2018-2021 Materials Testing professional services. UNRESOLVED ISSUES:None ALTERNATIVES:As Suggested by the Commission FISCAL EFFECTS:As described in Attachment “Amendment to Standard Agreement for Professional Services” to the Professional Services Agreement, materials testing services will be billed by a combination of unit costs and hourly rates depending on the test being performed with a cost not to exceed limit of 93 $65,000. The testing will be paid for with approved funding from each associated project which receives testing under this agreement. Attachments: Amendment 4.pdf 18- Professional Services Agreement - Morrison-Maierle, Inc. - 2018 to 2021 Materials Testing.pdf Report compiled on: April 7, 2021 94 95 96 97 98 99 100 101 102 103 104 105 106 107 108 109 110 111 112 Memorandum REPORT TO:City Commission FROM: Bernie Massey, Assistant Treasurer Laurae Clark, Treasurer Kristin Donald, Finance Director SUBJECT:Resolution 5290, Intent to Create Special Improvement Lighting District 764 for Walker Property Sub Lot 3 Block 5 P.U.D. MEETING DATE:April 20, 2021 AGENDA ITEM TYPE:Resolution RECOMMENDATION:Adopt Commission Resolution No. 5290, Intent to Create Special Improvement Lighting District #764 for Walker Property Sub Lot 3 Block 5 P.U.D. STRATEGIC PLAN:7.5. Funding and Delivery of City Services: Use equitable and sustainable sources of funding for appropriate City services, and deliver them in a lean and efficient manner. BACKGROUND: (1) The council of any city or town is authorized to: (a) create special improvement districts embracing any street or streets or public highway therein or portions thereof and property adjacent thereto or property which may be declared by said council to be benefited by the improvement to be made for the purpose of lighting such street or streets or public highway; (b) require that all or any portion of the cost of installing and maintaining such lighting system be paid by the owners of the property embraced within the boundaries of such districts; and (c) assess and collect such portion of such cost by special assessment against said property. (2) The governing body may create special lighting districts on any street or streets or public highway for the purpose of lighting them and assess the costs for installation and maintenance to property abutting thereto and collect the costs by special assessment against the property UNRESOLVED ISSUES:N/A ALTERNATIVES:As suggested by the City Commission. 113 FISCAL EFFECTS: As a result of creating this lighting district, the City will pay the associated power bills and schedule system maintenance. We will recover these costs by billing property owners each year on their City Assessment bill. It is estimated to cost $87.60 annually for the entire district payable semiannually. Attachments: Resolution 5290 Intent to Create SILD 764-Walkder Property Sub Lot 3 Blk 5 PUD.docx Exhibit A-Walker Property Sub Lot 3 Blk 5 PUD.pdf Exhibit B-Walker Property Sub Lot 3 Blk 5 PUD.pdf Report compiled on: April 6, 2021 114 Page 1 of 10 RESOLUTION 5290 A RESOLUTION OF THE CITY COMMISSION OF THE CITY OF BOZEMAN, MONTANA, RELATING TO SPECIAL IMPROVEMENT LIGHTING DISTRICT NO. 764 (WALKER PROPERTY SUB LOT 3 BLOCK 5 P.U.D.) DECLARING IT TO BE THE INTENTION OF THE CITY COMMISSION TO CREATE THE DISTRICT FOR THE PURPOSE OF MAINTAINING LIGHTING IMPROVEMENTS AND ASSESSING THE COSTS OF MAINTENANCE AND ENERGY THEREFOR TO BENEFITTED PROPERTY BY THE LEVY OF SPECIAL ASSESSMENT. BE IT RESOLVED by the City Commission (the “Commission”) of the City of Bozeman (the “City”), Montana, as follows: Section 1 Intention to Create District; Proposed Improvements.It is the intention of this Commission to create and establish in the City under Montana Code Annotated, Title 7, Chapter 12, Part 43, as amended, a special improvement lighting district to serve Walker Property Sub Lot 3 Block 5 P.U.D.(the “District”) for the purpose of maintenance and energy costs.The district will pay the maintenance and energy costs for two (2) Roadway Lighting Standards with tapered upsweep single arm luminaires, which are each 20 watt LED Cobraheads on a round tapered steel pole;and one (1) Roadway Lighting Standard with a tapered upsweep single arm luminaire, which is a 66 watt LED Cobrahead on a round tapered steel pole. They are mounted at 30’per City of Bozeman standards. The pole will be K-KLAD over galvanized –Hunter Green. The initial monthly charge per fixture per month (the “Monthly Charge”) is estimated as follows: $1.39 for each of the 20 watt fixtures and $4.52 for the 66 watt fixture, which totals $7.30 per month or 115 Resolution 5290, Intent to Create Lighting District 764 Page 2 of 10 $87.60 annually. Section 2 Number of District. The District, if the same shall be created and established, shall be known and designated as Special Improvement Lighting District No. 764 (Walker Property Sub Lot 3 Block 5 P.U.D.) of the City of Bozeman, Montana. Section 3 Boundaries of District. The limits and boundaries of the District are depicted on a map attached as Exhibit A hereto (which is hereby incorporated herein and made a part hereof), which boundaries are designated and confirmed as the boundaries of the District. A listing of each of the properties in the District is shown on Exhibit B hereto (which is hereby incorporated herein and made a part hereof). Section 4 Benefited Property. The District and territory included within the limits and boundaries described in Section 3 and as shown on Exhibit A are hereby declared to be the special lighting district and the territory which will benefit and be benefited by the Improvements and will be assessed for the costs of the Improvements as described in Section 1. The Improvements, in the opinion of this Commission, are of more than local and ordinary benefit. The property included within said limits and boundaries is hereby declared to be the property benefited by the Improvements. Section 5 Assessment Methods. All properties within the District are to be assessed for a portion of the maintenance and energy costs, as specified herein. The maintenance and energy costs shall be assessed against the property in the District benefiting, based on the actual area method of assessment described in Sections 7-12-4323, MCA, as particularly applied and set forth in this Section 5. The annual maintenance and energy costs are estimated at $87.60, and shall be assessed against each lot, tract or parcel of land in the District for that part of the costs that the area of such 116 Resolution 5290, Intent to Create Lighting District 764 Page 3 of 10 lot, tract or parcel bears to the total area of all lots, tracts or parcels of land in the District, exclusive of streets, avenues and alleys. The total area of the District to be assessed is 2.01 acres, or 87,556 square feet, exclusive of parks and open space. The initial costs of the Improvements per acre shall be $43.59 or $0.001001 per square foot annually. Section 6 Payment of Assessments. Special assessments for the annual maintenance and energy costs are estimated at $87.60, plus any increases, as may be permitted by the Public Service Commission, and any additional authorized charges shall be levied each year against all properties in the District and shall be payable in equal semiannual installments. The first year of special assessment billing will include an additional amount not to exceed $500 for publication and mailing associated with creation of the District which shall be assessed in the same manner as the Improvements resulting in a cost not to exceed $292.34 per acre, or $0.006712 per square foot. Section 7 Extraordinary Repair or Replacement. The maintenance and energy costs and assessments set forth in Section 1 and 5 are based on normal conditions and do not cover charges for repair and/or replacement. The City may make an additional charge to the District for costs of labor and actual material costs for repairs and/or replacement of the fixtures for damage caused by third parties and not paid by such third parties. The City will assess such costs and charges against the properties in the District in the same manner as the other assessment is made. Section 8 Discontinuation of District. If at any time after the initial term of the District a petition is presented to the City Commission, signed by the owners or agents of more than three-fourths of the total amount of property within the District, asking that the maintenance and operation of the special lighting system and the furnishing of electrical current in the district be discontinued, or if a majority of the City Commission votes to discontinue the District, the City Commission shall, by resolution, provide for discontinuing the maintenance and operation of the lighting system. If the 117 Resolution 5290, Intent to Create Lighting District 764 Page 4 of 10 Commission has, prior to the presentation of a petition or by a majority vote of the Commission to discontinue the District, entered into any contract for the maintenance and operation of the lighting system, the maintenance and operation may not be discontinued until after the expiration of the contract. Section 9 Public Hearing; Protests. At any time within fifteen (15) days from and after the date of the first publication of the notice of the passage and approval of this resolution, any owner of real property within the District subject to assessment and taxation for the cost and expense of maintenance and energy may make and file with the City Clerk until 5:00 p.m., M.T., on the expiration date of said 15-day period (05/10/2021) written protest against the proposed maintenance and energy costs, or against the extension or creation of the District or both, and this Commission will at its next regular meeting after the expiration of the fifteen (15) days in which such protests in writing can be made and filed, proceed to hear all such protests so made and filed; which said regular meeting will be held on May 11, 2021 at 6 pm in Bozeman City Hall, City Commission Room, 121 N Rouse Ave. Section 10 Notice of Passage of Resolution of Intention. The City Clerk is hereby authorized and directed to publish or cause to be published a copy of a notice of the passage of this resolution in the Bozeman Daily Chronicle, a newspaper of general circulation in the county on April 25, 2021 and May 2, 2021 in the form and manner prescribed by law, and to mail or cause to be mailed a copy of said notice to every person, firm, corporation, or the agent of such person, firm, or corporation having real property within the District listed in his or her name upon the last completed assessment roll for state, county, and school district taxes, at his last-known address, on or before the same day such notice is first published. PASSED, ADOPTED, AND APPROVED by the City Commission of the City of Bozeman, Montana, at a regular session thereof held on the 20th day of April, 2021. ___________________________________ CYNTHIA ANDRUS 118 Resolution 5290, Intent to Create Lighting District 764 Page 5 of 10 Mayor ATTEST: ____________________________________ MIKE MAAS City Clerk APPROVED AS TO FORM: ___________________________________ GREG SULLIVAN City Attorney 119 Resolution 5290, Intent to Create Lighting District 764 CERTIFICATE AS TO RESOLUTION AND ADOPTING VOTE I, the undersigned, being the duly qualified and acting recording officer of the City of Bozeman, Montana (the “City”), hereby certify that the attached resolution is a true copy of Resolution No. 5290, entitled: A RESOLUTION OF THE CITY COMMISSION OF THE CITY OF BOZEMAN, MONTANA, RELATING TO SPECIAL IMPROVEMENT LIGHTING DISTRICT NO. 764 (WALKER PROPERTY SUB LOT 3 BLOCK 5 P.U.D.) DECLARING IT TO BE THE INTENTION OF THE CITY COMMISSION TO CREATE THE DISTRICT FOR THE PURPOSE OF MAINTAINING LIGHTING IMPROVEMENTS AND ASSESSING THE COSTS FOR MAINTENANCE AND ENERGY THEREFOR TO BENEFITTED PROPERTY BY THE LEVY OF SPECIAL ASSESSMENT,(the “Resolution”), on file in the original records of the City in my legal custody; that the Resolution was duly adopted by the City Commission of the City of Bozeman at a meeting on April 20, 2021, and that the meeting was duly held by the City Commission and was attended throughout by a quorum, pursuant to call and notice of such meeting given as required by law; and that the Resolution has not as of the date hereof been amended or repealed. I further certify that, upon vote being taken on the Resolution at said meeting, the following Commissioners voted in favor thereof: _____ ____________________ ; voted against the same: ___________ ___ ; abstained from voting thereon: ________________ ; or were absent: _______________ . WITNESS my hand officially this 21 st day of April, 2021. ___________________________________ MIKE MAAS City Clerk 120 Resolution 5290, Intent to Create Lighting District 764 NOTICE OF PASSAGE OF RESOLUTION OF INTENTION TO CREATE SPECIAL IMPROVEMENT LIGHTING DISTRICT NO. 764 (WALKER PROPERTY SUB LOT 3 BLOCK 5 P.U.D.) CITY OF BOZEMAN, MONTANA NOTICE IS HEREBY GIVEN that on October 6, 2021, the City Commission (the “Commission”) of the City of Bozeman, Montana (the “City”), adopted a Resolution of Intention No. 5290 to create Special Improvement Lighting District No. 764 (the “District”) for the purpose of maintaining lighting and assessing the cost for maintenance and energy to Walker Property Sub Lot 3 Block 5 P.U.D., and paying maintenance and energy costs relating thereto. A complete copy of the Resolution of Intention (the “Resolution”) No. 5290 is on file with the City Clerk which more specifically describes the nature of the costs, the boundaries and the area included in the District, the location of the Improvements and other matters pertaining thereto and further particulars. A list of properties in the District and the amount of the initial assessment accompanies this notice. The Resolution and accompanying exhibits may be also viewed on the City’s website at www.bozeman.net. The district will pay the maintenance and energy costs for two (2) Roadway Lighting Standards with tapered upsweep single arm luminaires, which are each 20 watt LED Cobraheads on a round tapered steel pole; and one (1) Roadway Lighting Standard with a tapered upsweep single arm luminaire, which is a 66 watt LED Cobrahead on a round tapered steel pole. They are mounted at 30’ per City of Bozeman standards. The pole will be K-KLAD over galvanized – Hunter Green. The initial monthly charge per fixture per month (the “Monthly Charge”) is estimated as follows: $1.39 for each of the 20 watt fixtures and $4.52 for the 66 watt fixture, which totals $7.30 per month or $87.60 annually. All properties in the District will be assessed for their proportionate share of the costs of the Improvements on an “area basis” annually and will be payable in equal semiannual installments. The annual costs of the Improvements at the initial Monthly Charge are $87.60 per year for the entire District. The total area of the District to be assessed is 2.01 acres, or 87,556 square feet, exclusive of parks and open space. The initial costs of the Improvements per acre shall be $43.59, or $0.001001 per square foot. On an average size lot of 87,556 square feet the 121 Resolution 5290, Intent to Create Lighting District 764 annual estimated cost would be $87.60 which is payable semiannually. The annual assessments for costs of the Improvements may be increased as approved by the Public Service Commission and may be increased to cover extraordinary expenses of repair and maintenance. The first year of special assessment billing will include an additional amount not to exceed $500 for publication and mailing associated with creation of the District which shall be assess in the same manner as the Improvements resulting in a cost not to exceed $292.34 per acre, or $0.006712 per square foot. On Tuesday, May 11, 2021, at 6:00 p.m., in the Commission Room at City Hall 121 N Rouse Ave, Bozeman, Montana, the City Commission will conduct a public hearing to hear and pass upon all written protests against the creation or extension of the District, or the Improvements. Due to the City’s Declaration of Emergency for the Covid-19 Pandemic, this meeting may be held online using Webex or other technology. Written protests against the creation or extension of the District and the costs may be filed by an agent, person, firm or corporation owning real property within the proposed District whose property is liable to be assessed for the costs. Such protests must be delivered to the City Clerk at City Hall, 121 N Rouse Ave, Bozeman, Montana not later than 5:00 p.m., M.T., on May 10, 2021. Further information regarding the proposed District or other matters in respect thereof may be obtained from the City Clerk at City Hall, 121 N Rouse Ave, Bozeman, Montana or by telephone at (406) 582-2320. DATED this 21st day of April, 2021. Mike Maas City Clerk City of Bozeman Legal Ad 122 Resolution 5290, Intent to Create Lighting District 764 Publication Dates: Sunday, April 25, 2021 Sunday, May 2, 2021 123 Resolution 5290, Intent to Create Lighting District 764 RESOLUTION 5290 Resolution of Intent to create SILD No. 764 for the purpose of maintaining lighting and assessing the cost for maintenance and energy to Walker Property Sub Lot 3 Block 5 P.U.D., and paying maintenance and energy costs relating thereto. AFFIDAVIT OF MAILING STATE OF MONTANA ) : ss County of Gallatin ) Mike Maas, City Clerk, being first duly sworn, says: That I cause to be mailed first class the Notice in regards to the owners in Special Improvement Lighting District No. 764, as listed in Exhibit "B", on Friday, April 23, 2021, directed to the owners at the addresses shown on Exhibit "B". ______________________________ Mike Maas City Clerk Subscribed and sworn before me this 21 st day of April, 2021. (Notarial Seal) _______________________________ Printed Name____________________ Notary Public for the State of Montana Residing at: see seal My Commission expires: see seal 124 125 Block Lot Location ID Address Sqft Owner Name Owner Address City, State Zip 5 3 277720 1110 Campbell Rd 87,556 Bridger Veterinary Facility LLC 859 Fort Ellis Rd Bozeman, MT 59715 Total 87,556 2.01 acres Walker Property Sub PUD Lot 3 Block 5 126 Memorandum REPORT TO:City Commission FROM:Jim Veltkamp, Chief of Police SUBJECT:Resolution 5295, a Resolution of the City Commission of the City of Bozeman, Montana, Confirming the Appointment of Police Officers in Accordance with Montana Code Annotated 7-32-4108 and 7-32-4113 MEETING DATE:April 20, 2021 AGENDA ITEM TYPE:Resolution RECOMMENDATION:Approve Resolution Number 5295. STRATEGIC PLAN:3.1 Public Safety: Support high quality public safety programs, emergency preparedness, facilities, and leadership. BACKGROUND: Section 7-32-4108, Montana Code Annotated, provides that all appointments to the “police force” must be confirmed by the city council or commission. Section 7-32-4113, Montana Code Annotated, requires that in order to be submitted to the City Commission for confirmation, every applicant will have passed an examination and received a certificate from the police commission noting that the applicant has qualified for appointment. Additionally, the applicant must successfully complete a probationary period before being submitted to the City Commission for confirmation as a member of the “police force.” Officers Pete Tartaglia and James Marvich have both met the above-noted requirements and have successfully completed their probationary period. As such, Resolution Number 5295 was written to confirm the appointment of these officers. UNRESOLVED ISSUES:None. ALTERNATIVES:As suggested by the City Commission. FISCAL EFFECTS:None. 127 Attachments: Resolution 5295 Report compiled on: April 5, 2021 128 RESOLUTION NO. 5295 A RESOLUTION OF THE CITY COMMISSION OF THE CITY OF BOZEMAN, MONTANA, CONFIRMING THE APPOINTMENT OF POLICE OFFICERS IN ACCORDANCE WITH MONTANA CODE ANNOTATED 7-32-4108 AND 7-32-4113. WHEREAS, Section 7-32-4108, Montana Code Annotated, provides that all appointments to the “police force” must be confirmed by the city council or commission; and WHEREAS, the following listed officers have passed the required examinations, have been certified by the Police Commission, have successfully completed the probationary period, and have been appointed to the City’s police force by the chief of police. NOW, THEREFORE, BE IT RESOLVED by the City Commission of the City of Bozeman, Montana, to wit: that the following listed officers are confirmed as members of the Bozeman Police Department. James Marvich Pete Tartaglia PASSED, ADOPTED, AND APPROVED by the City Commission of the City of Bozeman, Montana, at a regular session thereof held on the 20th day of April, 2021. 129 __________________________________ CYNDY ANDRUS Mayor ATTEST: ____________________________________ MIKE MAAS City Clerk APPROVED AS TO FORM: ___________________________________ GREG SULLIVAN City Attorney 130 Memorandum REPORT TO:City Commission FROM: Bernie Massey, Assistant Treasurer Laurae Clark, Treasurer Kristin Donald, Finance Director SUBJECT:Resolution 5296, Intent to Create a Special Improvement Lighting District 765 for Haven Shelter MEETING DATE:April 20, 2021 AGENDA ITEM TYPE:Resolution RECOMMENDATION: Adopt Commission Resolution 5296, Intent to Create Special Improvement Lighting District 765 for Haven Shelter. STRATEGIC PLAN:7.5. Funding and Delivery of City Services: Use equitable and sustainable sources of funding for appropriate City services, and deliver them in a lean and efficient manner. BACKGROUND: 7-12-4301. Special improvement districts for lighting streets authorized. (1) The council of any city or town is authorized to: (a) create special improvement districts embracing any street or streets or public highway therein or portions thereof and property adjacent thereto or property which may be declared by said council to be benefited by the improvement to be made for the purpose of lighting such street or streets or public highway; (b) require that all or any portion of the cost of installing and maintaining such lighting system be paid by the owners of the property embraced within the boundaries of such districts; and (c) assess and collect such portion of such cost by special assessment against said property. (2) The governing body may create special lighting districts on any street or streets or public highway for the purpose of lighting them and assess the costs for installation and maintenance to property abutting thereto and collect the costs by special assessment against the property UNRESOLVED ISSUES:N/A 131 ALTERNATIVES:As suggested by the City Commission FISCAL EFFECTS: As a result of creating this lighting district, the City will pay the associated power bills and schedule system maintenance. We will recover these costs by billing property owners each year on their City Assessment bill. It is estimated to cost $91.45 annually for the entire district payable semiannually. Attachments: Resolution 5296 Intent to Create SILD 765-Haven Shelter.docx Exhibit A-Haven Shelter SILD 765.pdf Exhibit B-Haven Shelter SILD 765.pdf Report compiled on: April 8, 2021 132 Page 1 of 10 RESOLUTION 5296 A RESOLUTION OF THE CITY COMMISSION OF THE CITY OF BOZEMAN, MONTANA, RELATING TO SPECIAL IMPROVEMENT LIGHTING DISTRICT NO. 765 (HAVEN SHELTER) DECLARING IT TO BE THE INTENTION OF THE CITY COMMISSION TO CREATE THE DISTRICT FOR THE PURPOSE OF MAINTAINING LIGHTING IMPROVEMENTS AND ASSESSING THE COSTS OF MAINTENANCE AND ENERGY THEREFOR TO BENEFITTED PROPERTY BY THE LEVY OF SPECIAL ASSESSMENT. BE IT RESOLVED by the City Commission (the “Commission”) of the City of Bozeman (the “City”), Montana, as follows: Section 1 Intention to Create District; Proposed Improvements.It is the intention of this Commission to create and establish in the City under Montana Code Annotated, Title 7, Chapter 12, Part 43, as amended, a special improvement lighting district to serve Haven Shelter (the “District”) for the purpose of maintenance and energy costs.The district will pay the maintenance and energy costs for two (2) Cooper Lumiere (EON 303-P1-LEDB1) Pathway Ground Mount 54 watt luminaires, and three (3) Cooper Lumark Prevail 54 watt luminaires all mounted on 20’ steel poles in Hartford Green. The initial monthly charge per fixture per month (the “Monthly Charge”) is estimated as follows: $1.5242 for each of the 54 watt Cooper Lumiere Pathway fixtures and $1.5242 for each of the 54 watt Cooper Lumark Prevail fixtures, which total $7.621 per month or $91.45 annually. Section 2 133 Resolution 5296, Intent to Create Lighting District 765 Page 2 of 10 Number of District. The District, if the same shall be created and established, shall be known and designated as Special Improvement Lighting District No. 765 (Haven Shelter) of the City of Bozeman, Montana. Section 3 Boundaries of District. The limits and boundaries of the District are depicted on a map attached as Exhibit A hereto (which is hereby incorporated herein and made a part hereof), which boundaries are designated and confirmed as the boundaries of the District. A listing of each of the properties in the District is shown on Exhibit B hereto (which is hereby incorporated herein and made a part hereof). Section 4 Benefited Property. The District and territory included within the limits and boundaries described in Section 3 and as shown on Exhibit A are hereby declared to be the special lighting district and the territory which will benefit and be benefited by the Improvements and will be assessed for the costs of the Improvements as described in Section 1. The Improvements, in the opinion of this Commission, are of more than local and ordinary benefit. The property included within said limits and boundaries is hereby declared to be the property benefited by the Improvements. Section 5 Assessment Methods. All properties within the District are to be assessed for a portion of the maintenance and energy costs, as specified herein. The maintenance and energy costs shall be assessed against the property in the District benefiting, based on the actual area method of assessment described in Sections 7-12-4323, MCA, as particularly applied and set forth in this Section 5. The annual maintenance and energy costs are estimated at $91.45, and shall be assessed against each lot, tract or parcel of land in the District for that part of the costs that the area of such lot, tract or parcel bears to the total area of all lots, tracts or parcels of land in the District, exclusive of streets, avenues and alleys. The total area of the District to be assessed is 3.018 acres, or 134 Resolution 5296, Intent to Create Lighting District 765 Page 3 of 10 131,464.08 square feet, exclusive of parks and open space. The initial costs of the Improvements per acre shall be $30.30 or $0.000696 per square foot annually. Section 6 Payment of Assessments. Special assessments for the annual maintenance and energy costs are estimated at $91.45, plus any increases, as may be permitted by the Public Service Commission, and any additional authorized charges shall be levied each year against all properties in the District and shall be payable in equal semiannual installments. The first year of special assessment billing will include an additional amount not to exceed $500 for publication and mailing associated with creation of the District which shall be assessed in the same manner as the Improvements resulting in a cost not to exceed $195.97 per acre, or $0.004499 per square foot. Section 7 Extraordinary Repair or Replacement. The maintenance and energy costs and assessments set forth in Section 1 and 5 are based on normal conditions and do not cover charges for repair and/or replacement. The City may make an additional charge to the District for costs of labor and actual material costs for repairs and/or replacement of the fixtures for damage caused by third parties and not paid by such third parties. The City will assess such costs and charges against the properties in the District in the same manner as the other assessment is made. Section 8 Discontinuation of District. If at any time after the initial term of the District a petition is presented to the City Commission, signed by the owners or agents of more than three-fourths of the total amount of property within the District, asking that the maintenance and operation of the special lighting system and the furnishing of electrical current in the district be discontinued, or if a majority of the City Commission votes to discontinue the District, the City Commission shall, by resolution, provide for discontinuing the maintenance and operation of the lighting system. If the Commission has, prior to the presentation of a petition or by a majority vote of the Commission to discontinue the District, entered into any contract for the maintenance and operation of the lighting 135 Resolution 5296, Intent to Create Lighting District 765 Page 4 of 10 system, the maintenance and operation may not be discontinued until after the expiration of the contract. Section 9 Public Hearing; Protests. At any time within fifteen (15) days from and after the date of the first publication of the notice of the passage and approval of this resolution, any owner of real property within the District subject to assessment and taxation for the cost and expense of maintenance and energy may make and file with the City Clerk until 5:00 p.m., M.T., on the expiration date of said 15-day period (05/10/2021) written protest against the proposed maintenance and energy costs, or against the extension or creation of the District or both, and this Commission will at its next regular meeting after the expiration of the fifteen (15) days in which such protests in writing can be made and filed, proceed to hear all such protests so made and filed; which said regular meeting will be held on May 11, 2021 at 6 pm in Bozeman City Hall, City Commission Room, 121 N Rouse Ave. Section 10 Notice of Passage of Resolution of Intention. The City Clerk is hereby authorized and directed to publish or cause to be published a copy of a notice of the passage of this resolution in the Bozeman Daily Chronicle, a newspaper of general circulation in the county on April 25, 2021 and May 2, 2021 in the form and manner prescribed by law, and to mail or cause to be mailed a copy of said notice to every person, firm, corporation, or the agent of such person, firm, or corporation having real property within the District listed in his or her name upon the last completed assessment roll for state, county, and school district taxes, at his last-known address, on or before the same day such notice is first published. PASSED, ADOPTED, AND APPROVED by the City Commission of the City of Bozeman, Montana, at a regular session thereof held on the 20th day of April, 2021. ___________________________________ CYNTHIA ANDRUS Mayor ATTEST: 136 Resolution 5296, Intent to Create Lighting District 765 Page 5 of 10 ____________________________________ MIKE MAAS City Clerk APPROVED AS TO FORM: ___________________________________ GREG SULLIVAN City Attorney 137 Resolution 5296, Intent to Create Lighting District 765 CERTIFICATE AS TO RESOLUTION AND ADOPTING VOTE I, the undersigned, being the duly qualified and acting recording officer of the City of Bozeman, Montana (the “City”), hereby certify that the attached resolution is a true copy of Resolution No. 5296, entitled: A RESOLUTION OF THE CITY COMMISSION OF THE CITY OF BOZEMAN, MONTANA, RELATING TO SPECIAL IMPROVEMENT LIGHTING DISTRICT NO. 765 (HAVEN SHELTER) DECLARING IT TO BE THE INTENTION OF THE CITY COMMISSION TO CREATE THE DISTRICT FOR THE PURPOSE OF MAINTAINING LIGHTING IMPROVEMENTS AND ASSESSING THE COSTS FOR MAINTENANCE AND ENERGY THEREFOR TO BENEFITTED PROPERTY BY THE LEVY OF SPECIAL ASSESSMENT,(the “Resolution”), on file in the original records of the City in my legal custody; that the Resolution was duly adopted by the City Commission of the City of Bozeman at a meeting on April 20, 2021, and that the meeting was duly held by the City Commission and was attended throughout by a quorum, pursuant to call and notice of such meeting given as required by law; and that the Resolution has not as of the date hereof been amended or repealed. I further certify that, upon vote being taken on the Resolution at said meeting, the following Commissioners voted in favor thereof: _____ ____________________ ; voted against the same: ___________ ___ ; abstained from voting thereon: ________________ ; or were absent: _______________ . WITNESS my hand officially this 21 st day of April, 2021. ___________________________________ MIKE MAAS City Clerk 138 Resolution 5296, Intent to Create Lighting District 765 NOTICE OF PASSAGE OF RESOLUTION OF INTENTION TO CREATE SPECIAL IMPROVEMENT LIGHTING DISTRICT NO. 765 (HAVEN SHELTER) CITY OF BOZEMAN, MONTANA NOTICE IS HEREBY GIVEN that on April 20, 2021, the City Commission (the “Commission”) of the City of Bozeman, Montana (the “City”), adopted a Resolution of Intention No. 5296 to create Special Improvement Lighting District No. 765 (the “District”) for the purpose of maintaining lighting and assessing the cost for maintenance and energy to Haven Shelter, and paying maintenance and energy costs relating thereto. A complete copy of the Resolution of Intention (the “Resolution”) No. 5296 is on file with the City Clerk which more specifically describes the nature of the costs, the boundaries and the area included in the District, the location of the Improvements and other matters pertaining thereto and further particulars. A list of properties in the District and the amount of the initial assessment accompanies this notice. The Resolution and accompanying exhibits may be also viewed on the City’s website at www.bozeman.net. The district will pay the maintenance and energy costs which are estimated at $91.45, and shall be assessed against each lot, tract or parcel of land in the District for that part of the costs that the area of such lot, tract or parcel bears to the total area of all lots, tracts or parcels of land in the District, exclusive of streets, avenues and alleys. The total area of the District to be assessed is 3.018 acres, or 131,464.08 square feet, exclusive of parks and open space. The initial costs of the Improvements per acre shall be $30.30 or $0.000696 per square foot annually. All properties in the District will be assessed for their proportionate share of the costs of the Improvements on an “area basis” annually and will be payable in equal semiannual installments. The annual costs of the Improvements at the initial Monthly Charge are $91.45 per year for the entire District. The total area of the District to be assessed is 3.018 acres, or 131,464.08 square feet, exclusive of parks and open space. The initial costs of the Improvements per acre shall be $30.30, or $0.00696 per square foot. On an average size lot of 131,464.08 square feet the annual estimated cost would be $91.45 which is payable semiannually. The annual 139 Resolution 5296, Intent to Create Lighting District 765 assessments for costs of the Improvements may be increased as approved by the Public Service Commission and may be increased to cover extraordinary expenses of repair and maintenance. The first year of special assessment billing will include an additional amount not to exceed $500 for publication and mailing associated with creation of the District which shall be assessed in the same manner as the Improvements resulting in a cost not to exceed $195.97 per acre, or $0.004499 per square foot. On Tuesday, May 11, 2021, at 6:00 p.m., in the Commission Room at City Hall 121 N Rouse Ave, Bozeman, Montana, the City Commission will conduct a public hearing to hear and pass upon all written protests against the creation or extension of the District, or the Improvements. Due to the City’s Declaration of Emergency for the Covid-19 Pandemic, this meeting may be held online using Webex or other technology. Written protests against the creation or extension of the District and the costs may be filed by an agent, person, firm or corporation owning real property within the proposed District whose property is liable to be assessed for the costs. Such protests must be delivered to the City Clerk at City Hall, 121 N Rouse Ave, Bozeman, Montana not later than 5:00 p.m., M.T., on May 10, 2021. Further information regarding the proposed District or other matters in respect thereof may be obtained from the City Clerk at City Hall, 121 N Rouse Ave, Bozeman, Montana or by telephone at (406) 582-2320. DATED this 23rd day of April, 2021. Mike Maas City Clerk City of Bozeman Legal Ad 140 Resolution 5296, Intent to Create Lighting District 765 Publication Dates: Sunday, April 25, 2021 Sunday, May 2, 2021 141 Resolution 5296, Intent to Create Lighting District 765 RESOLUTION 5296 Resolution of Intent to create SILD No. 765 for the purpose of maintaining lighting and assessing the cost for maintenance and energy to Haven Shelter, and paying maintenance and energy costs relating thereto. AFFIDAVIT OF MAILING STATE OF MONTANA ) : ss County of Gallatin ) Mike Maas, City Clerk, being first duly sworn, says: That I cause to be mailed first class the Notice in regards to the owners in Special Improvement Lighting District No. 765, as listed in Exhibit "B", on Friday, April 23, 2021, directed to the owners at the addresses shown on Exhibit "B". ______________________________ Mike Maas City Clerk Subscribed and sworn before me this 23 rd day of April, 2021. (Notarial Seal) _______________________________ Printed Name____________________ Notary Public for the State of Montana Residing at: see seal My Commission expires: see seal 142 143 Block Lot Location ID Address Sqft Owner Name Owner Address City, State Zip 3A 136040 132 Pond Row 131,464 Haven 1924 W Stevens St Ste 202 Bozeman, MT 59718 Total 131,464 3.018 acres Haven Shelter Lot 3-A, Van Horn Subdivsion 144 Memorandum REPORT TO:City Commission FROM:Brian Heaston, Engineer Shawn Kohtz, City Engineer SUBJECT:Resolution 5298, Authorizing Change Order No. 1 to the WRF Solids Dewatering Building Expansion and Headworks Improvement Project MEETING DATE:April 20, 2021 AGENDA ITEM TYPE:Resolution RECOMMENDATION:Approve Resolution 5298 Authorizing Change Order No. 1 to the WRF Solids Dewatering Building Expansion and Headworks Improvement Project. STRATEGIC PLAN:2.2 Infrastructure Investments: Strategically invest in infrastructure as a mechanism to encourage economic development. BACKGROUND:Attached is Resolution 5298 and Change Order No. 1 for the above referenced project. The change order modifies the construction contract to include additive bid Alternate A and Alternate B. Alternate A provides for the installation of a new positive displacement sludge pump and associated piping modifications to allow the existing and new screw press to operate in parallel, thus increasing peak solids processing capacity. Alternate B provides for the installation of a new transverse conveyor in the sludge truck loadout building to facilitate efficient sludge truck loading operations. The change order cost for these alternates reflects the contractor’s bid price for these items. UNRESOLVED ISSUES:None. ALTERNATIVES:As suggested by the City Commission. FISCAL EFFECTS:Change Order No. 1 amends the contract by $274,114, providing for a total contract amount of $2,570,147. The change order will be funded by America Rescue Plan Act funding. Sufficient capital funding exists to cover the total amended contract total. Attachments: Resolution 5298_CO No. 1_WRF Solids Handling_040821 CO 1_Wrf Solids Handling Report compiled on: April 8, 2021 145 Version April 2020 RESOLUTION 5298 A RESOLUTION OF THE CITY COMMISSION OF THE CITY OF BOZEMAN, MONTANA, APPROVING ALTERATION/MODIFICATION OF CONTRACT WITH DICK ANDERSON CONSTRUCTION, INC., BOZEMAN, MONTANA WHEREAS,the City Commission did, on the March 23, 2021, authorize award of the bid for the WRF Solids Dewatering Building Expansion and Headworks Improvement Project to Dick Anderson Construction, Inc., Bozeman, Montana; and WHEREAS, Section 7-5-4308, Montana Code Annotated, provides that any such alterations or modifications of the specifications and/or plans of the contract be made by resolution; and WHEREAS, it has become necessary in the prosecution of the work to make alterations or modifications to the specifications and/or plans of the contract. NOW, THEREFORE, BE IT RESOLVED by the City Commission of the City of Bozeman, Montana, that the proposed modifications and/or alterations to the contract between the City of Bozeman, a municipal corporation, and Dick Anderson Construction, Inc., as contained in Change Order No. 1, attached hereto, be and the same are hereby approved; and the City Manager is hereby authorized and directed to execute the contract change order for and on behalf of the City; and the City Clerk is authorized and directed to attest such signature. PASSED, ADOPTED, AND APPROVED by the City Commission of the City of Bozeman, Montana, at a regular session thereof held on the 20th day of April, 2020. ___________________________________ CYNTHIA L. ANDRUS Mayor 146 Version April 2020 ATTEST: ___________________________________ MIKE MAAS City Clerk APPROVED AS TO FORM: ___________________________________ GREG SULLIVAN City Attorney 147 148 Memorandum REPORT TO:City Commission FROM:Chuck Winn, Assistant City Manager SUBJECT:Resolution 5299, Authorizing Prime Change Order 10 with Langlas and Associates for Construction of the Bozeman Public Safety Center MEETING DATE:April 20, 2021 AGENDA ITEM TYPE:Resolution RECOMMENDATION:Approve Resolution 5299, Authorizing Prime Change Order 10 with Langlas and Associates for construction of the Bozeman Public Safety Center. STRATEGIC PLAN:3.1 Public Safety: Support high quality public safety programs, emergency preparedness, facilities, and leadership. BACKGROUND:On July 27, 2020, the City Commission approved the Guaranteed Maximum Price Amendment for Construction of the Bozeman Public Safety Center as a part of the General Construction/Construction Manager agreement. This amendment contains provisions for altering the conditions of the agreement as authorized by the owner (City). The Safety Center budget contains both owner and contractor contingencies to address unforeseen conditions, scope gaps, and owner requested changes. This particular change order adds $380,000 to the winter conditions allowance for unexpected costs occurred for concrete work during winter months. Two main reasons for these added costs are the delay caused by the shifting of the construction schedule as a result of the lawsuit over the bond election, and the contractor's insufficient estimates of winter construction costs for the more rigid specifications of the essential building standards. This included significantly more labor for covering and heating concrete pours and additional snow removal and ground heating throughout the winter. This amount is unfortunate but necessary for on-time completion of the project. As negotiated through the GC/CM process, the contractor has assumed additional levels of risk through the assignment of added winter costs in the contractor contingency budget. This request will be funded by monies contained within the total project budget of $43.5M but not yet authorized in Commission approved work. While every reasonable attempt was made to include everything in the original project plans and specs, projects of this size and complexity require changes during construction. The other changes included in this request are reasonable and are within existing contingency amounts and overall project budget as authorized by the City Commission. UNRESOLVED ISSUES:None. 149 ALTERNATIVES:As suggested by the City Commission. FISCAL EFFECTS:The net amount identified in Change Order 10 is within the approved contingency amounts and authorized project budget. Attachments: Resolution_5299 CO10.docx BPSC Job No. 19426 Prime CO #10 R1 signed STL.pdf 19426 Change Estimate Log 04.01.21.pdf Report compiled on: April 12, 2021 150 Version April 2020 RESOLUTION 5299 A RESOLUTION OF THE CITY COMMISSION OF THE CITY OF BOZEMAN, MONTANA, WHEREAS,the City Commission did, on July 27, 2020, authorize award of the Guaranteed Maximum Price (GMP) Amendment for Construction of the Bozeman Public Safety Center with Langlas and Associates; and WHEREAS,Section 7-5-4308, Montana Code Annotated, provides that any such alterations for modification of the specifications and/or plans of the contract be made by resolution; and WHEREAS, it has become necessary in the prosecution of the work to make alterations and modifications to the specifications and/or plans of the contract. NOW, THEREFORE, BE IT RESOLVED by the City Commission of the City of Bozeman, Montana, that the proposed modifications and/or alternates to the GMP Amendment for Construction of the Bozeman Public Safety Center, as contained in Change Order #10, attached hereto, be and the same are hereby approved; and the City Manager is hereby authorized and directed to execute the contract change order for and on behalf of the City; and the City Clerk is authorized and directed to attest such signature. PASSED, ADOPTED, AND APPROVED by the City Commission of the City of Bozeman, Montana, at a regular session thereof held on the 20th day of April, 2021. ___________________________________ CYNTHIA L. ANDRUS Mayor ATTEST: 151 Version April 2020 ___________________________________ MIKE MAAS City Clerk APPROVED AS TO FORM: ___________________________________ GREG SULLIVAN City Attorney 152 153 154 Date: 4/1/2021Change Estimate LogCONTRACT SUMMARYCONSTRUCTION CONTINGENCY SUMMARYContract Sum at GMP36,436,485.00$ Construction Contingency at GMP888,695.00$ Project Name:Previously Approved CO's561,591.97$ Previously Approved Adjustment215,519.95$ Bozeman Public Safety CenterCurrent Contract Sum36,998,076.97$ Current Contingency Amount673,175.05$ = Current CO ProposedJob Number: 19426Current Proposed CO(13,839.43)$ Current Proposed Adjustment86,607.51$ ROM = Rough Order of MagnitudePending CE's82,434.94$ Pending CE's29,519.45$ Potential New Contract Sum37,080,511.92$ Potential Contingency Remaining557,048.09$ CE # Related DocumentPrimeCO #DescriptionPotential Revision for ReviewCurrent CO for Approval Approved AmountPotential Revision to Construction ContingencyCurrent Adjustment to Construction Contingency for ApprovalApproved Adjustment to Construction ContingencyStarting Contract Amount (EWA 1)238,788.00$ -$ 1CoB Permit No. 287011 Provide demolition permit fees by Contractor. Previously listed "by Owner".2,009.57$ 2RTI Invoice 19-47791Provide Hazardous Material Survey and Sample Testing. Previously listed "by Owner".5,225.24$ 3RTI Invoice 19-48232Provide Hazardous Material Air Clearance Testing. Testing previously "by Owner".2,537.25$ 4EWA #1A3Remove buried foundation elements below Building "H", deemed as unforeseen conditions1,270.14$ 5EWA #2A3Concrete and Asphalt Material Crushing, Testing and Survey78,685.26$ 6EWA #34Rouse Avenue Utilities Early Work121,747.67$ 7EWA #3 T&M Work5Miscellaneous Time and Material Work During EWA 3 (NWE Prep, Insulate Water Main, etc.)324.23$ 8EWA #4 Sitework Package5Early Sitework Package Contract Awards and General Conditions3,073,348.35$ 13GMP Exhibit No. 1GMPAdd Building Packages to Contract for Guaranteed Maximum Price32,912,549.30$ (888,695.00)$ TOTALS AT GMP36,436,485.00$ (888,695.00)$ 9L. Evans E-mail 05.05.207Soil Removal and Replacement in Soft Areas in South West Parking Lot Area3,781.06$ 10S. Holt E-mail 05.19.207Hand Compaction of Curb Subbase and Base Due to Conflict with NWE Gas Line3,795.74$ 11ASI 0037Increase in Storm Drain Pipe due to Design Development1,808.20$ 12L. Evans E-mail 07.09.207Soil Removal and Replacement in Soft Areas on West Drive and North Parking Lot Areas10,476.03$ 14PR 01 -Decorative Fencing VENot Accepted15PR 02Modifications to Site Work from EWA 4 to Final Design2,329.18$ 16aAddendum 4 / RFI 0068Building Permit Review Comment Changes - Structural Revisions41,163.21$ 16bAddendum 4 and 5 Building Permit Review Comment Changes17GC/CM Agreement §11.37Builder's Risk Insurance75,404.91$ 18PCO 1, 2, 37EWA Permitting and Testing Fees not included with GMP11,724.21$ 19Bid Package 10A Add Fall Protection Anchors Missed In Contractor Bid29,519.45$ 20Alternate 87 Savings to Split Solar PV from Electrical Subcontractor(9,034.67)$ 21Building Re-Bid 08/07/207 Contract Re-Bid Bid Packages(7,973.95)$ 22Addendum 5 / PR 03 & 03.17Additional Sanitary Waste Plumbing and Backwater Valve Resulting from Building Permit Review37,151.70$ 23PR 048Replace KS-3 Faucets in Family Care 100F & Kitchenette 105A with Touch-Free KS-4 Faucets595.47$ 24RFI 0237Insulation Cover Protection Over Sand Oil Separator Vault and Inlet Pipe2,950.12$ 25RFI 02411 Reduction of Embed Studs(2,002.28)$ 26Building Re-Bid 08/07/20 Contract Remaining Bid Package Allowances27RFI 033 9Embed Plates at Bottom of All Brace Frame Footings22,855.51$ 28RFI 0208Foundation Wall Thickness Change at Stair 3 Alcove661.43$ 29ASI 0108Revised Foundation Wall Height at Area A684.20$ 30ASI 016 8PD Open Office Electrical and Technology Revisions4,516.68$ 31RFI 0679Modify Fitness Storage Room Doors with Louver Grilles137.62$ 32RFI 039b / PR 069Wall & Casework Modifications in Open Office 110971.25$ 33PR 058Ceiling and Electrical Revisions2,170.33$ 34Building Permit Schedule Extension for Permit Review Delay35aRFI 042 Area A Entry Footing Change4,780.40$ 35bRFI 066, ASI 019 Area D Entry Footing Change4,043.52$ 36Anodized Aluminum VE8Revise Aluminum Storefront, Curtainwall, Automatic Sliding Entrances and Windows to Anodized(11,117.65)$ 37Sheet L-002 Note 211Drilling of Irrigation Well14,342.82$ 38RFI 05710Electrical Room 148B Changes (Elimination of Panel, relocate circuiting, reduced panel rating)(2,558.34)$ 39RFI 043-Glycol Concentration Discrepancies for AHU-2, AHU-3 and ERV-1Closed40RFI 089 Screened Rock for Interior Backfill and Slab Prep14,054.38$ 41PR 08Eliminate Interview Room Security System(7,466.92)$ 42PR 0910Modified Furniture Layout in Digital Forensics Room 142E2,195.67$ 43PR 10Changes to FD Wardrobe ClosetNot Accepted44PR 079Additional Exterior Electrical Outlets714.47$ 45Bid Package 31 Allowances Material Off-Haul and Structural Fill Import Beyond Contract Allowances32,849.58$ 46RFI 065 Revision and Rework of Area D Wall - Along GL D.2 at V-19047ASI 2410Modification of Hand Rail Design and Installation3,658.57$ City of BozemanLanglasCommentsTracked T&M.Negative amounts to Const. Contingency mean funds added to line item.Tracked T&M.Approved by C.Winn via phone call 06/04 with L.CantrellClosed 11.19.20 OAC. Savings $26,115.98.Pending landscape and permanent fencing pricing.Discussed 03.04 and approvedReserve costs for future discussion and evaluation of schedule.Inadvertently not included with GMP document.Pending review of alt. manufacture installation instructions.See Allowance Log.Drilling of the well not included in GMP.RFI response revised so there would be no cost change.Pending receipt of haul tickets from subcontractor.Due to ceiling height change, CoB opted to forgo. OAC 04/01/21Building mounted receptacles, only, approved.Preliminary estimate based on subcontractor feedback.Holding.Holding until CoB awards new vendor.2270 Grant Road Billings, MT 59102 P 406.656.0629 F 406.656.1088 ~ 1019 East Main St., Suite 101 Bozeman, MT 59715 P 406.585.3420 F 406.585.4110 ~ 280 East Front., Suite B Missoula, MT 59802 P 406.215.1356 F 406.926.2005155 CE # Related DocumentPrimeCO #DescriptionPotential Revision for ReviewCurrent CO for Approval Approved AmountPotential Revision to Construction ContingencyCurrent Adjustment to Construction Contingency for ApprovalApproved Adjustment to Construction ContingencyComments48ASI 2810VAV Schedule Revisions(781.79)$ 49RFI 0719Horizontal Joint Reinforcement in 8M-1 and 12M-3 Wall Types(5,746.15)$ 50PR 11Courtroom AV14,895.44$ 51CASE Testing10Masonry Grout Comparison Testing6,908.07$ 52Sub.05 3100-01 / RFI 05011Credit to Omit Primer on Underside of Deck at Non-Exposed Areas(11,837.15)$ 53Bid Package 7E11Add Vapor Barrier at Exterior CMU Walls72,264.70$ 54PR 12FD Kitchen Dishwasher/Sanitizer Addition7,683.33$ 55RFI 109 Increase Roof Drain Pipe Sizing from 4" to 6"56Master Budget Reconciliation10Move Builder's Risk Insurance from Contractor Contingency to Owner Change75,404.91$ (75,404.91)$ 57PR 13Drive Approach Sleeves to Future NWE Overhead Line Relocation58Allowance 210Add to Winter Conditions Allowance380,000.00$ 200,000.00$ 59ASI 40Revised Masonry Veneer Ledger Angle Details60RFI 032 Revised Brick Ledge at Grid A.461PR 14Fire Department Gear Dryer (Electrical Modifications)62PR 15Fire Department Conference Room Second Display and Screen Size Increase63PR 16Super Graphics3,893.39$ 64ASI 39Second Level Floor Box Locations(977.88)$ 65ASI 43a Masonry Mechanical Chase Opening in Area D Grid 2.7 Wall66PR 17FD GPS Repeater Infrastructure2,627.73$ 67PR 18Future Judge Restroom RR-251 Plumbing Rough-in3,722.79$ 68PR 18Future Judge Restroom RR-251 Shell Fit Out6970TOTALS POST GMP82,434.94$ (13,839.43)$ 561,591.97$ 29,519.45$ 86,607.51$ 215,519.95$ Returned to LL with question on electrical pricing.Reflects revised plumbing pricing to replace 2" branch with 4"Originally shown on Owner side of Master Budget Sheet.Sent to T1 for approval 03.22.21New bid from alternate subcontractor. T1/LL working on VE.LL reviewing subcontractor pricing.Not to Exceed shared cost between Owner and Contingency.Pending receipt of pricing from AV subcontractor.LL reviewing for impacts to wall framing.Likely public areas only. Revisit closer to turnoverPlumbing rough-in cost only. See CE 68 for finishes.2270 Grant Road Billings, MT 59102 P 406.656.0629 F 406.656.1088 ~ 1019 East Main St., Suite 101 Bozeman, MT 59715 P 406.585.3420 F 406.585.4110 ~ 280 East Front., Suite B Missoula, MT 59802 P 406.215.1356 F 406.926.2005156 Change Estimate Report Project: Bozeman Public Safety Center CE No:25 Project # 19426 Revision #1 Change Source: RFI 024 Date:2/18/2021 Description:Reduction of Embed Studs Category Quantity Unit Unit Cost Total -$ 05A.0510 (999)ea 0.95$ (949.05)$ 05A.0510 (16) hrs 60.00$ (960.00)$ -$ -$ -$ -$ -$ -$ -$ -$ -$ -$ -$ -$ -$ -$ -$ -$ -$ -$ -$ -$ -$ -$ -$ -$ SUBTOTAL (1,909.05)$ GC/CM Business Insurance 0.625% (11.93)$ CM Fee 3.2% (61.48)$ Bond 1.0% (19.82)$ (2,002.29)$ Reduction of embedded studs attached to HSS columns at masonry walls. Description DEDUCT Embedded Studs (Steel Material) Shop Welding TOTAL 157 Project No: PMN0382 NOC No.: Proj. Name: To:LANGLAS CC: ATTN:Russel Pierce/ Sam Holt 1019 E Main St. Suite 101 Bozeman, MT 59715 Subject: Change Requested By:Sent Via:email Description of Change:Pricing Valid for:30 days (Taxes NOT Included) (Taxes NOT Included) -$ (Taxes NOT Included) (1,909)$ (Taxes NOT Included) (Taxes NOT Included) A signature below indicates acceptance of all changes shown herein. Any work associated with this change will begin upon receipt of a signed copy of this N.O.C. in our office. Accepted By TrueNorth Steel Date:PMN0382 CO #: Bozeman Public Safety Zone Date: #N/A #N/A Notification of Change 7 RFI 24- Credit for stud elimination jchiono SCHEDULE INFORMATION Original Price: J. Chiono ADDED WORKING DAYS Total All Previous Price Changes: DUE TO CHANGE Subtotal (Price+All Previous Changes): PRICE OF THIS CHANGE: 4 Revised Contract Amount: Outstanding Changes Pending Approval: 999 studs eliminated per RFI 024 Quoted $0.95 ea Please note, this credit it per RFI 024 only, and is for studs eliminated from columns cast into CMU As you can see, we provided fabrication drawings that show these studs shot on in the shop, as that is preferred procedure (versus field welding) per agreements with erector, and based on condition in which the stud is being used. Labor for shooting on 999 studs = ~1 min each; 16 hrs @ $60 = $960 158 Date Issued: To:Submitted by: Attn: Email:Reference: Tel:Fax Subject: Information Requested: Potential Cost Impact Potential Sched. Impact Response Requested By: Response: Signed By:Date Answered: RFI Direction Notice: Proceed with work as noted above. Do not proceed with work. Please provide pricing for work as described above. Distribution RFI #Request For Information 2270 Grant Road Billings, MT 59102 P 406.656.0629 F 406.656.1088 1019 East Main St., Suite 101 Bozeman, MT 59715 P 406.585.3420 F 406.585.4110 280 East Front., Suite B Missoula, MT 59802 P 406.215.1356 F 406.926.2005 Bozeman Public Safety Center 24 ThinkOne Architects Jon Wirth jwirth@think1.com (406) 586-7020 08/28/2020 Sam Holt Langlas & Associates, Inc. 5/S-400 Stud Spacing at HSS Column in Masonry Wall Langlas is requesting to reduce the amount of studs at HSS columns in masonry walls shown on detal 5/S-400. Horizontal reinforcement is 8" OC, which would out studs every 8" vertically welded onto the column. This same detail also calls out sill seal around the column, and we are requesting to eliminate the sill seal from this detail. Please advise. 4 4 9/4/20 Langlas & Associates- File Russell Pierce - LL Elizabeth Oliver - LL Mark Dehn - LL Jon Wirth - Think1 Elizabeth Seidel - Think1 159 Requesting reductionin stud spacingRequesting toeliminate sill seal atcolumn160 1 Jenna Chiono From:Tyler Hendrix <tyler@heritagesteelservices.com> Sent:Tuesday, February 16, 2021 6:03 AM To:Jenna Chiono Subject:Re: NOC- credit for stud, revised ❗ CAUTION: This email originated outside of the organization. Do not open any links or attachments unless you know the content is safe. Jenna, We have verified the removed stud count and can confirm that a total of 999 quantity studs are removed. Thanks, Tyler From: Jenna Chiono <Jenna.Chiono@TrueNorthSteel.com> Sent: Monday, February 15, 2021, 10:25 AM To: Tyler Hendrix Subject: RE: NOC- credit for stud, revised Thanks! Jenna Chiono Project Manager 406-869-2618 Direct 406-702-0350 Cell www.truenorthsteel.com 1501 South 30th Street West Billings, MT 59102 From: Tyler Hendrix <tyler@heritagesteelservices.com> Sent: Monday, February 15, 2021 8:25 AM To: Jenna Chiono <Jenna.Chiono@TrueNorthSteel.com> Subject: RE: NOC- credit for stud, revised ❗ CAUTION: This email originated outside of the organization. Do not open any links or attachments unless you know the content is safe. I will let you know ASAP. 161 1 Jenna Chiono From:Rob O'Brien <rob.obrien@cox-industries.com> Sent:Friday, October 9, 2020 8:14 AM To:Jenna Chiono Subject:Re: PMN0382 Stud Quote Categories:Quotes Jenna, Here is pricing. 3/4x6-3/16 60 per $.69/ ea 3/4x7-3/16 60 per $.76/ ea 3/4x8-3/16. 50 per $.85// ea Approx frt $1,200 Regards, Rob O’Brien Cox Industries Cell: 651-332-1808 From: Jenna Chiono <Jenna.Chiono@TrueNorthSteel.com> Sent: Thursday, October 8, 2020 3:46:27 PM To: Rob O'Brien <rob.obrien@cox-industries.com> Subject: PMN0382 Stud Quote Hi Rob- Could you work up a quote on the weld studs below? FOB Mandan, ND Thanks- Jenna Chiono Project Manager 406-869-2618 Direct 406-702-0350 Cell www.truenorthsteel.com 162 FINAL STUD COUNT PRE RFI STUD COUNT 2c1 7 46 2c2 15 69 2c3 10 48 2c4 10 48 2c5 9 40 2c6 10 46 2c7 20 57 2c8 10 53 2c9 16 84 2c10 10 48 2c11 10 42 2c12 18 48 2c13 18 90 2c14 16 50 2c15 16 50 2c16 8 50 2c17 19 60 2c18 9 42 2c19 27 141 2c20 12 52 2c21 5 24 2c22 10 60 2c23 8 14 2c24 8 14 2c25 14 26 2c26 10 10 2c27 10 18 2c28 15 27 2c29 10 10 2c30 8 368 1367 Delta:999 163 Erection Drawings There is 1 copy 08/18/20 PMN0382 - Bozeman Public Safety Center Langlas & Associates 1019 East Main St Bozeman MT Approval To: Russell Pierce Enclosed following for your: Attention of : Address: Contract Transmittal date : DRAWING TRANSMITTAL Revision Drawing Title Transmittal No.:11 08/31/20 Response required by: By Email rpierce@langlas.com These drawings have been revised as requested and are being resubmitted for Approval. Please review these drawings and return (1) copy with comments and stamped with action to be taken. Contact the Project Manager with any questions or concerns. Thank You, Jenna Chiono Project Manager True North Steel Billings (406) 869-2618 Direct Jenna.chiono@truenorthsteel.com Drawing Date Phone: 406-585-3420 EM1 B 08/13/20 EM2 B 08/13/20 EM3 B 08/13/20 EM4 B 08/13/20 EM5 B 08/13/20 EM6 B 08/13/20 EM7 B 08/13/20 EM8 B 08/13/20 EM9 B 08/13/20 EM10 B 08/13/20 EM11 B 08/13/20 EM12 B 08/13/20 TrueNorth Steel 702 13th Ave East West Fargo ND 58078 Fax: 701-373-8014 Phone: 701-373-7781 164 Erection Drawings There is 1 copy 08/18/20 PMN0382 - Bozeman Public Safety Center Langlas & Associates 1019 East Main St Bozeman MT Approval To: Russell Pierce Enclosed following for your: Attention of : Address: Contract Transmittal date : DRAWING TRANSMITTAL Revision Drawing Title Transmittal No.:11 08/31/20 Response required by: By Email rpierce@langlas.com Drawing Date Phone: 406-585-3420 EM13 B 08/13/20 EM14 B 08/13/20 EM15 B 08/13/20 TrueNorth Steel 702 13th Ave East West Fargo ND 58078 Fax: 701-373-8014 Phone: 701-373-7781 165 Fabrication Drawings There is 1 copy 08/18/20 PMN0382 - Bozeman Public Safety Center Langlas & Associates 1019 East Main St Bozeman MT Approval To: Russell Pierce Enclosed following for your: Attention of : Address: Contract Transmittal date : DRAWING TRANSMITTAL Revision Drawing Title Transmittal No.:12 08/31/20 Response required by: By Email rpierce@langlas.com These drawings have been revised as requested and are being resubmitted for Approval. Please review these drawings and return (1) copy with comments and stamped with action to be taken. Contact the Project Manager with any questions or concerns. Thank You, Jenna Chiono Project Manager True North Steel Billings (406) 869-2618 Direct Jenna.chiono@truenorthsteel.com Drawing Date Phone: 406-585-3420 COLUMN02C1A08/14/20 COLUMN02C2A08/14/20 COLUMN02C3A08/14/20 COLUMN02C4A08/14/20 COLUMN02C5A08/14/20 COLUMN02C6A08/14/20 COLUMN02C7A08/14/20 COLUMN02C8A08/14/20 COLUMN02C9A08/14/20 COLUMN02C10A08/14/20 COLUMN02C11B08/14/20 COLUMN02C12A08/14/20 COLUMN02C13A08/14/20 TrueNorth Steel 702 13th Ave East West Fargo ND 58078 Fax: 701-373-8014 Phone: 701-373-7781 166 Fabrication Drawings There is 1 copy 08/18/20 PMN0382 - Bozeman Public Safety Center Langlas & Associates 1019 East Main St Bozeman MT Approval To: Russell Pierce Enclosed following for your: Attention of : Address: Contract Transmittal date : DRAWING TRANSMITTAL Revision Drawing Title Transmittal No.:12 08/31/20 Response required by: By Email rpierce@langlas.com Drawing Date Phone: 406-585-3420 COLUMN02C14A08/14/20 COLUMN02C15A08/14/20 COLUMN02C16A08/14/20 COLUMN02C17A08/14/20 COLUMN02C18B08/14/20 COLUMN02C19A08/14/20 COLUMN02C20A08/14/20 COLUMN02C21A08/14/20 COLUMN02C22A08/14/20 COLUMN02C23A08/14/20 COLUMN02C24A08/14/20 COLUMN02C25A08/14/20 COLUMN02C26A08/14/20 COLUMN02C27A08/14/20 COLUMN02C28A08/14/20 COLUMN02C29A08/14/20 EMBED PLATE02EM1A08/14/20 EMBED PLATE02EM3B08/14/20 EMBED PLATE02EM5B08/14/20 EMBED PLATE02EM8B08/14/20 EMBED PLATE02EM11B08/14/20 TrueNorth Steel 702 13th Ave East West Fargo ND 58078 Fax: 701-373-8014 Phone: 701-373-7781 167 Fabrication Drawings There is 1 copy 08/18/20 PMN0382 - Bozeman Public Safety Center Langlas & Associates 1019 East Main St Bozeman MT Approval To: Russell Pierce Enclosed following for your: Attention of : Address: Contract Transmittal date : DRAWING TRANSMITTAL Revision Drawing Title Transmittal No.:12 08/31/20 Response required by: By Email rpierce@langlas.com Drawing Date Phone: 406-585-3420 EMBED PLATE02EM13B08/14/20 EMBED PLATE02EM20B08/14/20 EMBED PLATE02EM24B08/14/20 EMBED PLATE02EM25B08/14/20 EMBED PLATE02EM27B08/14/20 EMBED PLATE02EM28B08/14/20 EMBED PLATE02EM29B08/14/20 EMBED PLATE02EM30B08/14/20 EMBED PLATE02EM31B08/14/20 EMBED PLATE02EM32B08/14/20 EMBED PLATE02EM33A08/14/20 EMBED PLATE02EM34A08/14/20 EMBED PLATE02EM35A08/14/20 EMBED PLATE02EM36A08/14/20 EMBED PLATE02EM37A08/14/20 EMBED PLATE02EM38A08/14/20 TrueNorth Steel 702 13th Ave East West Fargo ND 58078 Fax: 701-373-8014 Phone: 701-373-7781 168 JOB:DRAWN BY: CHECKED BY: JOB NUMBER: SHEET NO. CONTRACTOR: BACK CHARGES WILL NOT BE HONORED WITHOUT PRIOR AUTHORIZATION THESE DRAWINGS HAVE BEEN PREPARED IN ACCORDANCE WITH AISC CODE OF STANDARD PRACTICE FARGO NDMANDAN NDRAPID CITY SDBILLINGS MT TrueNorthSteel.com HOLES: BOLTS: MARK SYSTEM: STEEL: ELECTRODES: PAINT: SURFACE PREP: GENERAL NOTES REV DATE DESCRIPTION W SHAPES-A992, HSS-A500 GR.B, OTHERS-A36 15/16" Ø 7/8" Ø GKC NAS BILL OF MATERIAL MARK MINOR MARK UNIT QTY DESCRIPTION LENGTH Ft In REMARKS WEIGHT UNIT STEEL GRADE E70-60M OR E70-LH SHERWIN WILLIAMS B50AV1022 (2.0-3.0 MILS DFT) FINISH:----- SSPC-SP2 STANDARD A 08-13-2020 FOR APPROVAL BOZEMAN PUBLICSAFETY CENTER PMN0382LANGLAS & ASSOCIATESSQ CUTSQ CUT333333341/213-111/4 71/251/23/4 3/4 6 3 3 83/8 1-43/8 2-03/8 2-83/8 3-43/8 4-03/8 4-83/8 5-43/8 6-03/8 6-83/8 7-43/8 8-03/8 8-83/8 9-43/8 10-03/8 10-83/8 11-43/8 12-03/8 12-83/8 13-43/8 14-03/8 14-83/8 15-43/8 1/42-513/16(1-HSS6x6x1/2x16-01/2) A500B 16-11/2 (P/P 16-11/2)1/4 1/4EL 114-3EL 98-11/2W30x108B MARK FACE "A" "SOUTH"C A A 1-PL p27_2 1-ss4_246 REQ'D 1-PL p34_2 1-PL cp4_2CNTR Section A-A 02C1 ONE COLUMN 02C1 11/16 15/16x11/8 16-11/215-43/8 14-83/8 14-03/8 13-43/8 12-83/8 12-03/8 11-43/8 10-83/8 10-03/8 9-43/8 8-83/8 8-03/8 7-43/8 6-83/8 6-03/8 5-43/8 4-83/8 4-03/8 3-43/8 2-83/8 2-03/8 1-43/8 83/81/43/425/8 11/2 25/8 63/4 31/21-111/211/231/21-61-171/251/21/4 SW-TYP COLUMN02C1 656 1 HSS6x6x1/2 16 01/2 563S2E02C1 A500B 1 PL3/4x63/4 1 6 26p27_2 A572-50 1 PL1/2x5 2 0 17p34_2 A36 1 PL1/4x6 0 6 3cp4_2 A36 46 WS3/4 0 8 1ss4_2 A108 169 JOB:DRAWN BY: CHECKED BY: JOB NUMBER: SHEET NO. CONTRACTOR: BACK CHARGES WILL NOT BE HONORED WITHOUT PRIOR AUTHORIZATION THESE DRAWINGS HAVE BEEN PREPARED IN ACCORDANCE WITH AISC CODE OF STANDARD PRACTICE FARGO NDMANDAN NDRAPID CITY SDBILLINGS MT TrueNorthSteel.com HOLES: BOLTS: MARK SYSTEM: STEEL: ELECTRODES: PAINT: SURFACE PREP: GENERAL NOTES REV DATE DESCRIPTION W SHAPES-A992, HSS-A500 GR.B, OTHERS-A36 15/16" Ø 7/8" Ø GKC NAS BILL OF MATERIAL MARK MINOR MARK UNIT QTY DESCRIPTION LENGTH Ft In REMARKS WEIGHT UNIT STEEL GRADE E70-60M OR E70-LH SHERWIN WILLIAMS B50AV1022 (2.0-3.0 MILS DFT) FINISH:----- SSPC-SP2 STANDARD A 08-13-2020 FOR APPROVAL BOZEMAN PUBLICSAFETY CENTER PMN0382LANGLAS & ASSOCIATESSQ CUTSQ CUT33333314-63/4 6 3 3 83/8 1-43/8 2-03/8 2-83/8 3-43/8 4-03/8 4-83/8 5-43/8 6-03/8 6-83/8 7-43/8 8-03/8 8-83/8 9-43/8 10-03/8 10-83/8 11-43/8 12-03/8 12-83/8 13-43/8 14-03/8 14-83/8 15-43/8 83/8 1-43/8 2-03/8 2-83/8 3-43/8 4-03/8 4-83/8 5-43/8 6-03/8 6-83/8 7-43/8 8-03/8 8-83/8 9-43/8 10-03/8 10-83/8 11-43/8 12-03/8 12-83/8 13-43/8 14-03/8 14-83/8 15-43/8 3/161-1111/16(1-HSS6x6x1/2x16-01/2) A500B 16-11/2 (P/P 16-11/2)1/4 1/4EL 114-3EL 98-11/2W24x62B MARK FACE "A" "SOUTH"C A A 1-ss4_2CNTR69 REQ'D 1-PL p22_2 1-PL cp4_2CNTR Section A-A 02C2 ONE COLUMN 02C2 15/16x11/8 1/43/43/43/4 71/251/211/231/21-61-171/251/225/8 11/2 25/8 63/4 31/21-111/216-11/283/8 1-43/8 2-03/8 2-83/8 3-43/8 4-03/8 4-83/8 5-43/8 6-03/8 6-83/8 7-43/8 8-03/8 8-83/8 9-43/8 10-03/8 10-83/8 11-43/8 12-03/8 12-83/8 13-43/8 14-03/8 14-83/8 15-43/8 1/4 SW-TYP 1-PL p27_2 11/16 COLUMN02C2 676 1 HSS6x6x1/2 16 01/2 563S2E02C2 A500B 1 PL3/4x63/4 1 6 26p27_2 A572-50 1 PL1/2x5 1 6 13p22_2 A36 1 PL1/4x6 0 6 3cp4_2 A36 69 WS3/4 0 8 1ss4_2 A108 170 JOB:DRAWN BY: CHECKED BY: JOB NUMBER: SHEET NO. CONTRACTOR: BACK CHARGES WILL NOT BE HONORED WITHOUT PRIOR AUTHORIZATION THESE DRAWINGS HAVE BEEN PREPARED IN ACCORDANCE WITH AISC CODE OF STANDARD PRACTICE FARGO NDMANDAN NDRAPID CITY SDBILLINGS MT TrueNorthSteel.com HOLES: BOLTS: MARK SYSTEM: STEEL: ELECTRODES: PAINT: SURFACE PREP: GENERAL NOTES REV DATE DESCRIPTION W SHAPES-A992, HSS-A500 GR.B, OTHERS-A36 15/16" Ø 7/8" Ø GKC NAS BILL OF MATERIAL MARK MINOR MARK UNIT QTY DESCRIPTION LENGTH Ft In REMARKS WEIGHT UNIT STEEL GRADE E70-60M OR E70-LH SHERWIN WILLIAMS B50AV1022 (2.0-3.0 MILS DFT) FINISH:----- SSPC-SP2 STANDARD A 08-13-2020 FOR APPROVAL BOZEMAN PUBLICSAFETY CENTER PMN0382LANGLAS & ASSOCIATESSQ CUTSQ CUT33333341/214-101/4 6 3 3 8 1-43/8 2-03/8 2-83/8 3-43/8 4-03/8 4-83/8 5-43/8 6-03/8 6-83/8 7-43/8 8-03/8 8-83/8 9-43/8 10-03/8 10-83/8 11-43/8 12-03/8 12-83/8 13-43/8 14-03/8 14-83/8 15-43/8 16-03/8 1/42-27/8(1-HSS6x6x1/2x16-81/2) A500B 16-91/2 (P/P 16-91/2)1/4 1/4EL 114-3EL 97-51/2W27x94B MARK FACE "A" "SOUTH" C A A 1-PL p29_2 1-ss4_2 CNTR48 REQ'D 1-PL p28_2 1-PL cp4_2CNTR Section A-A 02C3 ONE COLUMN 02C3 AT GRID: 1.6 15/16x11/8 16-91/216-03/8 15-43/8 14-83/8 14-03/8 13-43/8 12-83/8 12-03/8 11-43/8 10-83/8 10-03/8 9-43/8 8-83/8 8-03/8 7-43/8 6-83/8 6-03/8 5-43/8 4-83/8 4-03/8 3-43/8 2-83/8 2-03/8 1-43/8 81/43/411/2 1-1 11/21011/21-1555 5 11/2 10 1/4 SW-TYP 11/16 COLUMN02C3 690 1 HSS6x6x1/2 16 81/2 587S2E02C3 A500B 1 PL3/4x13 1 1 36p29_2 A572-50 1 PL1/2x5 1 9 15p28_2 A36 1 PL1/4x6 0 6 3cp4_2 A36 48 WS3/4 0 8 1ss4_2 A108 171 JOB:DRAWN BY: CHECKED BY: JOB NUMBER: SHEET NO. CONTRACTOR: BACK CHARGES WILL NOT BE HONORED WITHOUT PRIOR AUTHORIZATION THESE DRAWINGS HAVE BEEN PREPARED IN ACCORDANCE WITH AISC CODE OF STANDARD PRACTICE FARGO NDMANDAN NDRAPID CITY SDBILLINGS MT TrueNorthSteel.com HOLES: BOLTS: MARK SYSTEM: STEEL: ELECTRODES: PAINT: SURFACE PREP: GENERAL NOTES REV DATE DESCRIPTION W SHAPES-A992, HSS-A500 GR.B, OTHERS-A36 15/16" Ø 7/8" Ø GKC NAS BILL OF MATERIAL MARK MINOR MARK UNIT QTY DESCRIPTION LENGTH Ft In REMARKS WEIGHT UNIT STEEL GRADE E70-60M OR E70-LH SHERWIN WILLIAMS B50AV1022 (2.0-3.0 MILS DFT) FINISH:----- SSPC-SP2 STANDARD A 08-13-2020 FOR APPROVAL BOZEMAN PUBLICSAFETY CENTER PMN0382LANGLAS & ASSOCIATES1/433333315-23/4 41/241/241/2 41/2 51/2 21/2 3 1-03/8 1-83/8 2-43/8 3-03/8 3-83/8 4-43/8 5-03/8 5-83/8 6-43/8 7-03/8 7-83/8 8-43/8 9-03/8 9-83/8 10-43/8 11-03/8 11-83/8 12-43/8 13-03/8 13-83/8 14-43/8 15-03/8 15-83/8 1/43/41-117/8(1-HSS5x5x1/2x16-81/2) A500B 16-91/2 (P/P 16-91/2)1/4 1/4SQ CUTWp EL 114-3EL 97-51/2W24x76B MARK FACE "A" "SOUTH"C A A 1-PL p26_2 1-ss4_2CNTR48 REQ'D 1-PL p22_2 1-PL cp3_2CNTR Section A-A 02C4 ONE COLUMN 02C4 11/16 15/16x11/8 11/2911/21-011/2 9 11/2 1-0SQ CUT15-83/8 15-03/8 14-43/8 13-83/8 13-03/8 12-43/8 11-83/8 11-03/8 10-43/8 9-83/8 9-03/8 8-43/8 7-83/8 7-03/8 6-43/8 5-83/8 5-03/8 4-43/8 3-83/8 3-03/8 2-43/8 1-83/8 1-03/8 43/843/8 16-91/21/4 SW-TYP COLUMN02C4 568 1 HSS5x5x1/2 16 81/2 473S2E02C4 A500B 1 PL3/4x12 1 0 31p26_2 A572-50 1 PL1/2x5 1 6 13p22_2 A36 1 PL1/4x5 0 5 2cp3_2 A36 48 WS3/4 0 8 1ss4_2 A108 172 JOB:DRAWN BY: CHECKED BY: JOB NUMBER: SHEET NO. CONTRACTOR: BACK CHARGES WILL NOT BE HONORED WITHOUT PRIOR AUTHORIZATION THESE DRAWINGS HAVE BEEN PREPARED IN ACCORDANCE WITH AISC CODE OF STANDARD PRACTICE FARGO NDMANDAN NDRAPID CITY SDBILLINGS MT TrueNorthSteel.com HOLES: BOLTS: MARK SYSTEM: STEEL: ELECTRODES: PAINT: SURFACE PREP: GENERAL NOTES REV DATE DESCRIPTION W SHAPES-A992, HSS-A500 GR.B, OTHERS-A36 15/16" Ø 7/8" Ø GKC NAS BILL OF MATERIAL MARK MINOR MARK UNIT QTY DESCRIPTION LENGTH Ft In REMARKS WEIGHT UNIT STEEL GRADE E70-60M OR E70-LH SHERWIN WILLIAMS B50AV1022 (2.0-3.0 MILS DFT) FINISH:----- SSPC-SP2 STANDARD A 08-13-2020 FOR APPROVAL BOZEMAN PUBLICSAFETY CENTER PMN0382LANGLAS & ASSOCIATESSQ CUT1/4333313-83/4 41/241/2 41/241/251/2 3 21/2 83/8 1-43/8 2-03/8 2-83/8 3-43/8 4-03/8 4-83/8 5-43/8 6-03/8 6-83/8 7-43/8 8-03/8 8-83/8 9-43/8 10-03/8 10-83/8 11-43/8 12-03/8 12-83/8 13-43/8 14-03/8 3/161-43/8(1-HSS5x5x1/2x14-81/2) A500B 14-91/2 (P/P 14-91/2)1/4 1/4SQ CUTWp EL 114-3EL 99-51/2B MARK FACE "A" "SOUTH"W16x57C A A 1-PL p26_2 1-ss4_2CNTR40 REQ'D 1-PL p10_2 1-PL cp3_2CNTR Section A-A 02C5 ONE COLUMN 02C5 AT GRID: 1.12 11/16 15/16x11/8 14-91/212-83/8 12-03/8 11-43/8 10-83/8 10-03/8 9-43/8 8-83/8 8-03/8 7-43/8 6-83/8 6-03/8 5-43/8 4-83/8 4-03/8 3-43/8 2-83/8 2-03/8 1-43/8 83/8 3/411/2911/21-011/2 9 11/2 1-0 1/4 SW-TYP COLUMN02C5 496 1 HSS5x5x1/2 14 81/2 416S2E02C5 A500B 1 PL3/4x12 1 0 31p26_2 A572-50 1 PL3/8x5 1 0 6p10_2 A36 1 PL1/4x5 0 5 2cp3_2 A36 40 WS3/4 0 8 1ss4_2 A108 173 JOB:DRAWN BY: CHECKED BY: JOB NUMBER: SHEET NO. CONTRACTOR: BACK CHARGES WILL NOT BE HONORED WITHOUT PRIOR AUTHORIZATION THESE DRAWINGS HAVE BEEN PREPARED IN ACCORDANCE WITH AISC CODE OF STANDARD PRACTICE FARGO NDMANDAN NDRAPID CITY SDBILLINGS MT TrueNorthSteel.com HOLES: BOLTS: MARK SYSTEM: STEEL: ELECTRODES: PAINT: SURFACE PREP: GENERAL NOTES REV DATE DESCRIPTION W SHAPES-A992, HSS-A500 GR.B, OTHERS-A36 15/16" Ø 7/8" Ø GKC NAS BILL OF MATERIAL MARK MINOR MARK UNIT QTY DESCRIPTION LENGTH Ft In REMARKS WEIGHT UNIT STEEL GRADE E70-60M OR E70-LH SHERWIN WILLIAMS B50AV1022 (2.0-3.0 MILS DFT) FINISH:----- SSPC-SP2 STANDARD A 08-13-2020 FOR APPROVAL BOZEMAN PUBLICSAFETY CENTER PMN0382LANGLAS & ASSOCIATES3/41/433333314-23/4 33329-73/4 17-103/4 19-73/4 4 21/2 11/2 51/2 3 21/2 93/493/4 1/8 1/415-91/214-82-01/81-17/8(1-HSS5x5x1/2x30-41/2) A500B 30-51/2 (P/P 30-51/2)1/4 1/4 1/4 1/4SQ CUTWp EL 128-11EL 98-51/2EL 114-3W24x84B MARK FACE "A" "SOUTH"W14x26C A A B B 1-PL p26_2 1-ss4_2CNTR46 REQ'D 1-PL p24_2 1-PL p30_2CNTR 1-PL p30_2CNTR 1-PL p22_2 1-PL cp3_2CNTR Section A-A 02C6 Section B-B 02C6 ONE COLUMN 02C6 13/16 15/16x11/8 SQ CUT1-53/4 2-13/4 2-93/4 3-53/4 4-93/4 4-13/4 5-53/4 6-13/4 6-93/4 7-53/4 8-13/4 8-93/4 9-53/4 10-93/4 10-13/4 12-13/4 11-53/4 12-93/4 13-53/4 14-13/4 14-93/4 15-53/4 51/2 21/2 3 1-53/4 2-13/4 2-93/4 3-53/4 4-13/4 4-93/4 5-53/4 6-13/4 6-93/4 7-53/4 8-13/4 8-93/4 9-53/4 10-13/4 10-93/4 11-53/4 12-13/4 12-93/4 13-53/4 14-13/4 14-93/4 15-53/4 30-51/21-9SAFETY CABLE HOLE1-0 1-041/2 41/2 11/2 9 11/2 11/2911/241/241/2TYP1/4 1/4 1/4 SW-TYP 15/16x11/8 11/16 COLUMN02C6 959 1 HSS5x5x1/2 30 41/2 860S2E02C6 A500B 1 PL3/4x12 1 0 31p26_2 A572-50 1 PL1/2x5 1 6 13p22_2 A36 1 PL3/8x5 0 9 5p24_2 A36 2 PL3/8x3 0 3 1p30_2 A36 1 PL1/4x5 0 5 2cp3_2 A36 46 WS3/4 0 8 1ss4_2 A108 174 JOB:DRAWN BY: CHECKED BY: JOB NUMBER: SHEET NO. CONTRACTOR: BACK CHARGES WILL NOT BE HONORED WITHOUT PRIOR AUTHORIZATION THESE DRAWINGS HAVE BEEN PREPARED IN ACCORDANCE WITH AISC CODE OF STANDARD PRACTICE FARGO NDMANDAN NDRAPID CITY SDBILLINGS MT TrueNorthSteel.com HOLES: BOLTS: MARK SYSTEM: STEEL: ELECTRODES: PAINT: SURFACE PREP: GENERAL NOTES REV DATE DESCRIPTION W SHAPES-A992, HSS-A500 GR.B, OTHERS-A36 15/16" Ø 7/8" Ø GKC NAS BILL OF MATERIAL MARK MINOR MARK UNIT QTY DESCRIPTION LENGTH Ft In REMARKS WEIGHT UNIT STEEL GRADE E70-60M OR E70-LH SHERWIN WILLIAMS B50AV1022 (2.0-3.0 MILS DFT) FINISH:----- SSPC-SP2 STANDARD A 08-13-2020 FOR APPROVAL BOZEMAN PUBLICSAFETY CENTER PMN0382LANGLAS & ASSOCIATES3/41/416-23/4 17-113/4 30-103/4 32-73/4 33333333333333312-93/4 27-53/4 37-41/4 555 5 41/2 11/2 3 41/2 11/2 3 6 3 3 6 3 3 41/2 11/2 3 107/8 1-67/8 2-27/8 2-107/8 3-67/8 4-27/8 4-107/8 5-67/8 6-27/8 6-107/8 7-67/8 8-27/8 8-107/8 9-67/8 10-27/8 10-107/8 11-67/8 12-27/8 12-107/8 13-67/8 14-27/8 14-107/8 15-67/8 16-107/8 17-67/8 18-27/8 18-107/8 19-67/8 16-27/8 3/1614-11/214-89-101/21-91-91-813/16(1-HSS6x6x1/2x38-7) A500B 38-8 (P/P 38-8)TYP1/4 1/4Wp EL 138-91/2EL 100-11/2B MARK FACE "A" "SOUTH"EL 128-11EL 114-3W21x62W21x62W21x55C A A 1-PL p29_2 1-PL p23_2 1-PL p23_2 1-PL p23_2 1-ss4_2CNTR57 REQ'D 1-PL cp4_2CNTR Section A-A 02C7 ONE COLUMN 02C7 11/16 15/16x11/8 11/2 10 11/2 1-1 11/21011/21-1SQ CUT107/8 1-67/8 2-27/8 2-107/8 3-67/8 4-27/8 4-107/8 5-67/8 6-27/8 6-107/8 7-67/8 8-27/8 8-107/8 9-67/8 10-27/8 10-107/8 11-67/8 12-27/8 12-107/8 13-63/4 14-27/8 14-107/8 15-67/8 16-107/8 17-67/8 18-27/8 18-107/8 19-67/8 16-23/4 17-113/4 1-9SAFETY CABLE HOLE41/2 311/2 1-9SAFETY CABLE HOLE6 3 3 30-103/4 32-73/4 1-9SAFETY CABLE HOLE38-830-103/4 32-73/4 1-9SAFETY CABLE HOLE1/4 TYP 1/4 1/4 TYP 1/4 1/4 SW-TYP 1-PL p30_2CNTR 1-PL p30_2CNTR 1-PL p30_2CNTR 1-PL p30_2CNTR 1-PL p30_2CNTR 1-PL p30_2CNTR 1-PL p30_2CNTR 1-PL p30_2CNTRSQ CUTAA AA 13/16 13/16 15/16x11/8 13/1613/16 15/16x11/8 COLUMN02C7 1484 1 HSS6x6x1/2 38 7 1355S2E02C7 A500B 1 PL3/4x13 1 1 36p29_2 A572-50 3 PL3/8x5 1 3 8p23_2 A36 8 PL3/8x3 0 3 1p30_2 A36 1 PL1/4x6 0 6 3cp4_2 A36 57 WS3/4 0 8 1ss4_2 A108 175 JOB:DRAWN BY: CHECKED BY: JOB NUMBER: SHEET NO. CONTRACTOR: BACK CHARGES WILL NOT BE HONORED WITHOUT PRIOR AUTHORIZATION THESE DRAWINGS HAVE BEEN PREPARED IN ACCORDANCE WITH AISC CODE OF STANDARD PRACTICE FARGO NDMANDAN NDRAPID CITY SDBILLINGS MT TrueNorthSteel.com HOLES: BOLTS: MARK SYSTEM: STEEL: ELECTRODES: PAINT: SURFACE PREP: GENERAL NOTES REV DATE DESCRIPTION W SHAPES-A992, HSS-A500 GR.B, OTHERS-A36 15/16" Ø 7/8" Ø GKC NAS BILL OF MATERIAL MARK MINOR MARK UNIT QTY DESCRIPTION LENGTH Ft In REMARKS WEIGHT UNIT STEEL GRADE E70-60M OR E70-LH SHERWIN WILLIAMS B50AV1022 (2.0-3.0 MILS DFT) FINISH:----- SSPC-SP2 STANDARD A 08-13-2020 FOR APPROVAL BOZEMAN PUBLICSAFETY CENTER PMN0382LANGLAS & ASSOCIATESSQ CUTSQ CUT3333333333312-63/4 27-03/4 3333333341/211-81/4 71/251/23/43/46 3 3 107/8 1-67/8 2-27/8 2-107/8 3-67/8 4-27/8 4-107/8 5-67/8 6-27/8 6-107/8 7-67/8 8-27/8 8-107/8 9-67/8 10-27/8 10-107/8 11-67/8 12-27/8 12-107/8 13-67/8 14-107/8 15-67/8 16-27/8 16-107/8 17-67/8 18-27/8 18-107/8 19-67/8 3/161/41/414-11/214-31-813/161-117/814-11/214-32-87/8(1-HSS6x6x1/2x28-31/2) A500B 28-41/2 (P/P 28-41/2)1/4 1/4 1/4 1/4 1/4 1/4Wp EL 128-6EL 100-11/2EL 114-3W21x55W24x76B MARK FACE "A" "SOUTH"EL 114-3W33x118C A A B B 1-PL p27_2 1-PL p33_2 1-ss4_2CNTR53 REQ'D 1-PL p22_2 1-PL p23_2 1-PL cp4_2CNTR Section A-A 02C8 Section B-B 02C8 ONE COLUMN 02C8 11/16 15/16x11/8 15/16x11/8 15/16x11/8 28-41/26 3 3 3/4107/8 1-67/8 2-27/8 2-107/8 3-67/8 4-27/8 4-107/8 6-27/8 6-107/8 8-27/8 7-67/8 8-107/8 9-67/8 10-27/8 10-107/8 11-67/8 6 3 3 19-67/8 18-107/8 18-27/8 17-67/8 16-107/8 16-27/8 15-67/8 14-107/81/45-67/8 25/811/225/863/471/2 51/2 11/2 1-1 31/2 1-6 31/2 1-1 11/2 1-9SAFETY CABLE HOLE16-23/4 17-113/4 3 41/2 11/2 1/4 TYP 1/4 1/4 SW-TYP 1-PL p30_2CNTR 1-PL p30_2CNTR 13/16 COLUMN02C8 1118 1 HSS6x6x1/2 28 31/2 99302C8 A500B 1 PL3/4x63/4 1 6 26p27_2 A572-50 1 PL1/2x5 2 3 19p33_2 A36 1 PL1/2x5 1 6 13p22_2 A36 1 PL3/8x5 1 3 8p23_2 A36 2 PL3/8x3 0 3 1p30_2 A36 1 PL1/4x6 0 6 3cp4_2 A36 53 WS3/4 0 8 1ss4_2 A108 176 JOB:DRAWN BY: CHECKED BY: JOB NUMBER: SHEET NO. CONTRACTOR: BACK CHARGES WILL NOT BE HONORED WITHOUT PRIOR AUTHORIZATION THESE DRAWINGS HAVE BEEN PREPARED IN ACCORDANCE WITH AISC CODE OF STANDARD PRACTICE FARGO NDMANDAN NDRAPID CITY SDBILLINGS MT TrueNorthSteel.com HOLES: BOLTS: MARK SYSTEM: STEEL: ELECTRODES: PAINT: SURFACE PREP: GENERAL NOTES REV DATE DESCRIPTION W SHAPES-A992, HSS-A500 GR.B, OTHERS-A36 15/16" Ø 7/8" Ø GKC NAS BILL OF MATERIAL MARK MINOR MARK UNIT QTY DESCRIPTION LENGTH Ft In REMARKS WEIGHT UNIT STEEL GRADE E70-60M OR E70-LH SHERWIN WILLIAMS B50AV1022 (2.0-3.0 MILS DFT) FINISH:----- SSPC-SP2 STANDARD A 08-13-2020 FOR APPROVAL BOZEMAN PUBLICSAFETY CENTER PMN0382LANGLAS & ASSOCIATES1/4333333333313-03/4 27-23/4 51/2 21/2 3 3/41-03/8 13-03/8 13-83/8 14-43/8 27-03/8 3/161/814-11/214-81-1111/161-511/16(1-HSS5x5x3/8x28-81/2) A500B 28-91/2 (P/P 28-91/2)1/4 1/4 1/4 1/4SQ CUTWp EL 128-11EL 100-11/2EL 114-3W24x62W18x35B MARK FACE "A" "SOUTH" A A A B B 1-PL p38_2 1-ss4_2CNTR84 REQ'D 1-PL p10_2 1-PL p22_2 1-PL cp3_2CNTR Section A-A 02C9 Section B-B 02C9 ONE COLUMN 02C9 11/16 15/16x11/8 15/16x11/8 SQ CUT43/8 1-83/8 2-43/8 3-03/8 3-83/8 5-03/8 4-43/8 6-43/8 5-83/8 7-83/8 7-03/8 8-43/8 9-03/8 9-83/8 11-03/8 10-43/8 11-83/8 12-43/8 15-03/8 15-83/8 16-43/8 17-03/8 17-83/8 18-43/8 19-03/8 19-83/8 20-43/8 21-03/8 21-83/8 22-43/8 23-03/8 23-83/8 24-43/8 25-03/8 25-83/8 26-43/8 27-03/8 26-43/826-43/8 25-83/8 25-03/8 24-43/8 23-83/8 23-03/8 22-43/8 21-83/8 21-03/8 20-43/8 19-83/8 19-03/8 18-43/8 17-83/8 17-03/8 16-43/8 15-83/8 15-03/8 14-43/8 13-83/8 13-03/8 12-43/8 11-83/8 11-03/8 10-43/8 9-83/8 9-03/8 8-43/8 7-03/8 7-83/8 6-43/8 5-83/8 5-03/8 4-43/8 3-83/8 3-03/8 2-43/8 1-83/8 1-03/8 43/8 51/2 21/2 3 28-91/227/835/8311/211/2 3 51/4 51/421/811/273/81173/8 11/2 21/8 11 35/8 27/8 1/4 SW-TYP 11/16 COLUMN02C9 774 1 HSS5x5x3/8 28 81/2 640S2E02C9 A500B 1 PL3/4x11 0 11 26p38_2 A572-50 1 PL1/2x5 1 6 13p22_2 A36 1 PL3/8x5 1 0 6p10_2 A36 1 PL1/4x5 0 5 2cp3_2 A36 84 WS3/4 0 8 1ss4_2 A108 177 JOB:DRAWN BY: CHECKED BY: JOB NUMBER: SHEET NO. CONTRACTOR: BACK CHARGES WILL NOT BE HONORED WITHOUT PRIOR AUTHORIZATION THESE DRAWINGS HAVE BEEN PREPARED IN ACCORDANCE WITH AISC CODE OF STANDARD PRACTICE FARGO NDMANDAN NDRAPID CITY SDBILLINGS MT TrueNorthSteel.com HOLES: BOLTS: MARK SYSTEM: STEEL: ELECTRODES: PAINT: SURFACE PREP: GENERAL NOTES REV DATE DESCRIPTION W SHAPES-A992, HSS-A500 GR.B, OTHERS-A36 15/16" Ø 7/8" Ø GKC NAS BILL OF MATERIAL MARK MINOR MARK UNIT QTY DESCRIPTION LENGTH Ft In REMARKS WEIGHT UNIT STEEL GRADE E70-60M OR E70-LH SHERWIN WILLIAMS B50AV1022 (2.0-3.0 MILS DFT) FINISH:----- SSPC-SP2 STANDARD A 08-13-2020 FOR APPROVAL BOZEMAN PUBLICSAFETY CENTER PMN0382LANGLAS & ASSOCIATES3/41/433333329-103/4 3330-103/4 333333333333331/415-83/4 30-43/4 42-51/2 3333342-83/4 51/2 3 21/2 51/2 21/2 3 51/2 3 21/2 15-107/8 67/8 3/16 3/16 1/41/8 1/83/1631-51/212-72-01/831-51/212-727/161-61-03/1616-91/214-812-71-91-41-43/81-9(1-HSS5x5x1/2x43-111/2) A500B 44-01/2 (P/P 44-01/2)1/4 1/4 1/4 1/4 TYP 1/4 1/4 1/4 1/4 1/4 1/4SQ CUTWp EL 141-6EL 128-11EL 97-51/2W24x84EL 141-87/16EL 128-1118K5W12x26B MARK FACE "A" "SOUTH"EL 128-11EL 114-3W21x62W16x40W16x57W21x62C A A B B C C 1-PL p26_2 1-PL p10_2 1-PL p10_2 1-PL p31_2 1-ss4_2 CNTR48 REQ'D 1-PL p23_2 1-PL p22_2 1-PL p25_2 1-PL cp3_2CNTR Section A-A 02C10 Section B-B 02C10 Section C-C 02C10 ONE COLUMN 02C10 15/16x11/8 15/16x11/8 15/16x11/8 15/16x11/8 44-01/215-27/8 14-67/8 13-107/8 13-27/8 12-67/8 11-107/8 11-27/8 10-67/8 9-107/8 9-27/8 8-67/8 7-107/8 7-27/8 6-67/8 5-107/8 5-27/8 4-67/8 3-27/8 3-107/8 2-67/8 1-107/8 1-27/8 67/8 51/2 3 21/2 SQ CUT1-27/8 1-107/8 2-67/8 3-27/8 3-107/8 4-71/16 5-27/8 5-107/8 6-67/8 7-27/8 7-107/8 8-67/8 9-27/8 9-107/8 10-67/8 11-27/8 11-107/8 12-67/8 13-27/8 13-107/8 14-67/8 15-27/8 15-107/8 51/2 51/2 3 21/2 21/2 3 41/2 41/2 11/2 9 11/2 1-0 41/241/211/2911/21-01/4 SW-TYP 15/16x11/8 11/16 15/16x11/8 COLUMN02C10 1372 1 HSS5x5x1/2 43 111/2 1244S2E02C10 A500B 1 PL3/4x12 1 0 31p26_2 A572-50 1 PL1/2x5 1 6 13p22_2 A36 1 PL3/8x5 1 6 10p31_2 A36 1 PL3/8x5 1 3 8p23_2 A36 2 PL3/8x5 1 0 6p10_2 A36 1 PL3/8x5 0 6 3p25_2 A36 1 PL1/4x5 0 5 2cp3_2 A36 48 WS3/4 0 8 1ss4_2 A108 178 JOB:DRAWN BY: CHECKED BY: JOB NUMBER: SHEET NO. CONTRACTOR: BACK CHARGES WILL NOT BE HONORED WITHOUT PRIOR AUTHORIZATION THESE DRAWINGS HAVE BEEN PREPARED IN ACCORDANCE WITH AISC CODE OF STANDARD PRACTICE FARGO NDMANDAN NDRAPID CITY SDBILLINGS MT TrueNorthSteel.com HOLES: BOLTS: MARK SYSTEM: STEEL: ELECTRODES: PAINT: SURFACE PREP: GENERAL NOTES REV DATE DESCRIPTION W SHAPES-A992, HSS-A500 GR.B, OTHERS-A36 15/16" Ø 7/8" Ø GKC NAS BILL OF MATERIAL MARK MINOR MARK UNIT QTY DESCRIPTION LENGTH Ft In REMARKS WEIGHT UNIT STEEL GRADE E70-60M OR E70-LH SHERWIN WILLIAMS B50AV1022 (2.0-3.0 MILS DFT) FINISH:----- SSPC-SP2 STANDARD A 08-13-2020 FOR APPROVAL BOZEMAN PUBLICSAFETY CENTER PMN0382LANGLAS & ASSOCIATES3/41/4333314-03/4 3333313-93/4 51/2 21/2 3 51/2 3 21/2 103/8 1-63/8 2-23/8 2-103/8 3-63/8 4-23/8 4-103/8 5-63/8 6-23/8 6-103/8 7-63/8 8-23/8 8-103/8 9-63/8 10-23/8 10-103/8 11-63/8 12-23/8 12-103/8 13-63/8 14-23/8 3/16 3/161-43/81-813/16(1-HSS5x5x1/2x15-01/2) A500B 15-11/2 (P/P 15-11/2)1/4 1/4 1/4 1/4SQ CUTWp EL 114-3EL 99-11/2B MARK FACE "A" "SOUTH"W16x57W21x55C A A 1-PL p26_2 1-PL p10_2 1-PL p23_2 1-ss4_2CNTR42 REQ'D 1-PL cp3_2CNTR Section A-A 02C11 ONE COLUMN 02C11 15/16x11/8 15/16x11/8 41/211/241/21-01-0 41/2 41/2 11/2 9 11/2 11/2915-11/2SQ CUT103/8 1-63/8 2-103/8 3-63/8 4-23/8 4-103/8 5-63/8 6-23/8 6-103/8 7-63/8 8-23/8 8-103/8 9-63/8 10-23/8 10-103/8 11-63/8 12-23/8 12-103/8 13-63/8 14-23/8 1/4 SW-TYP 11/16 COLUMN02C11 516 1 HSS5x5x1/2 15 01/2 426S2E02C11 A500B 1 PL3/4x12 1 0 31p26_2 A572-50 1 PL3/8x5 1 3 8p23_2 A36 1 PL3/8x5 1 0 6p10_2 A36 1 PL1/4x5 0 5 2cp3_2 A36 42 WS3/4 0 8 1ss4_2 A108 179 JOB:DRAWN BY: CHECKED BY: JOB NUMBER: SHEET NO. CONTRACTOR: BACK CHARGES WILL NOT BE HONORED WITHOUT PRIOR AUTHORIZATION THESE DRAWINGS HAVE BEEN PREPARED IN ACCORDANCE WITH AISC CODE OF STANDARD PRACTICE FARGO NDMANDAN NDRAPID CITY SDBILLINGS MT TrueNorthSteel.com HOLES: BOLTS: MARK SYSTEM: STEEL: ELECTRODES: PAINT: SURFACE PREP: GENERAL NOTES REV DATE DESCRIPTION W SHAPES-A992, HSS-A500 GR.B, OTHERS-A36 15/16" Ø 7/8" Ø GKC NAS BILL OF MATERIAL MARK MINOR MARK UNIT QTY DESCRIPTION LENGTH Ft In REMARKS WEIGHT UNIT STEEL GRADE E70-60M OR E70-LH SHERWIN WILLIAMS B50AV1022 (2.0-3.0 MILS DFT) FINISH:----- SSPC-SP2 STANDARD A 08-13-2020 FOR APPROVAL BOZEMAN PUBLICSAFETY CENTER PMN0382LANGLAS & ASSOCIATES1/4333333333315-83/4 29-103/4 333333/1643-67/8 3333215/1643-71/8 51/2 3 21/2 51/2 21/2 3 51/2 1-03/8 1-83/8 2-43/8 3-03/8 3-83/8 4-43/8 5-03/8 5-83/8 6-43/8 7-03/8 7-83/8 8-43/8 9-03/8 9-83/8 10-43/8 11-03/8 11-83/8 12-43/8 13-03/8 13-83/8 14-43/8 15-03/8 15-83/8 3/16 3/16 3/161/83/416-91/214-813-55/161/1621/21-101-1111/161-511/1621/21-61-91-813/16(1-HSS5x5x1/2x44-913/16) A500B 44-1013/16 (P/P 44-107/8)TYP1/4 1/4 1/4 1/4 1/4 1/4SQ CUTEL 142-67/8EL 128-11EL 114-3EL 97-51/222K6W24x62W18x35EL 142-613/1618K5B MARK FACE "A" "SOUTH"EL 142-43/8W21x62EL 142-43/8W21x50C A A B B C C 1-PL p26_2 1-ss4_2CNTR48 REQ'D 1-PL p23_2 1-PL p23_2 1-PL p10_2 1-PL p22_2 1-PL cp3_2CNTR Section A-A 02C12 Section B-B 02C12 Section C-C 02C12 ONE COLUMN 02C12 15/16x11/8 15/16x11/8 15/16x11/8 SQ CUT1-03/8 43/8 43/8 1-83/8 2-43/8 3-03/8 3-83/8 4-43/8 5-03/8 5-83/8 6-43/8 7-03/8 7-83/8 8-43/8 9-03/8 9-83/8 10-43/8 11-03/8 11-83/8 12-43/8 13-03/8 13-83/8 14-43/8 15-03/8 15-83/8 44-1013/163 21/2 51/2 3 21/2 41/2 41/2 11/2 9 11/2 1-0 11/2911/241/241/21-01/4 SW-TYP 11/16 15/16x11/8 COLUMN02C12 1385 1 HSS5x5x1/2 44 913/16 1268S2E02C12 A500B 1 PL3/4x12 1 0 31p26_2 A572-50 1 PL1/2x5 1 6 13p22_2 A36 2 PL3/8x5 1 3 8p23_2 A36 1 PL3/8x5 1 0 6p10_2 A36 1 PL1/4x5 0 5 2cp3_2 A36 48 WS3/4 0 8 1ss4_2 A108 180 JOB:DRAWN BY: CHECKED BY: JOB NUMBER: SHEET NO. CONTRACTOR: BACK CHARGES WILL NOT BE HONORED WITHOUT PRIOR AUTHORIZATION THESE DRAWINGS HAVE BEEN PREPARED IN ACCORDANCE WITH AISC CODE OF STANDARD PRACTICE FARGO NDMANDAN NDRAPID CITY SDBILLINGS MT TrueNorthSteel.com HOLES: BOLTS: MARK SYSTEM: STEEL: ELECTRODES: PAINT: SURFACE PREP: GENERAL NOTES REV DATE DESCRIPTION W SHAPES-A992, HSS-A500 GR.B, OTHERS-A36 15/16" Ø 7/8" Ø GKC NAS BILL OF MATERIAL MARK MINOR MARK UNIT QTY DESCRIPTION LENGTH Ft In REMARKS WEIGHT UNIT STEEL GRADE E70-60M OR E70-LH SHERWIN WILLIAMS B50AV1022 (2.0-3.0 MILS DFT) FINISH:----- SSPC-SP2 STANDARD A 08-13-2020 FOR APPROVAL BOZEMAN PUBLICSAFETY CENTER PMN0382LANGLAS & ASSOCIATESSQ CUT1/433333313-113/4 16-103/4 18-73/4 28-73/4 3333333333313-23/4 28-13/4 333342-63/4 3333313-53/4 41/241/2 41/241/251/2 3 21/2 51/2 21/2 3 51/2 3 21/2 67/8 1-27/8 1-107/8 2-67/8 3-27/8 3-107/8 4-67/8 5-27/8 5-107/8 6-67/8 7-27/8 7-107/8 8-67/8 9-27/8 9-107/8 10-67/8 11-27/8 11-107/8 12-67/8 15-27/8 15-107/8 16-67/8 17-27/8 17-107/8 18-67/8 19-27/8 19-107/8 20-67/8 21-27/8 21-107/8 22-67/8 23-27/8 23-107/8 24-67/8 25-27/8 25-107/8 26-67/8 27-27/8 27-107/8 28-67/8 29-27/8 29-107/8 30-67/8 31-27/8 31-107/8 1/8 3/161/83/16 3/161/828-25/16 14-91/214-814-21-111/161-111/1614-91/214-814-21-91-1111/161-414-91/228-101-91/8(1-HSS5x5x1/2x43-61/2) A500B 43-71/2 (P/P 43-71/2)1/4 1/4 TYP1/4 1/4 TYP 1/4 1/4 1/4 1/4SQ CUTWp EL 143-1EL 128-11EL 114-3EL 99-51/2W14x43W14x43EL 128-11EL 114-3W21x62W24x62B MARK FACE "A" "SOUTH"W16x40EL 114-3W21x57C A A B B C C 1-PL p26_2 1-ss4_2CNTR90 REQ'D 1-PL p10_2 1-PL p23_2 1-PL p24_2 1-PL p24_2 1-PL p30_2CNTR 1-PL p30_2CNTR 1-PL p22_2 1-PL p23_2 1-PL cp3_2CNTR Section A-A02C13 Section B-B 02C13 Section C-C 02C13 ONE COLUMN 02C13 AT GRID: 1.15 11/16 15/16x11/8 15/16x11/8 15/16x11/8 13/16 15/16x11/8 3/411/2911/21-011/2 9 11/2 1-0 67/8 1-27/8 1-107/8 2-67/8 3-27/8 3-107/8 4-67/8 5-27/8 5-107/8 6-67/8 7-27/8 7-107/8 8-67/8 9-27/8 9-107/8 10-67/8 11-27/8 11-107/8 12-67/8 15-27/8 15-107/8 16-67/8 17-27/8 17-107/8 18-67/8 19-27/8 19-107/8 20-67/8 21-27/8 21-107/8 22-67/8 23-27/8 23-107/8 24-67/8 25-27/8 25-107/8 26-67/8 27-27/8 27-107/8 28-67/8 29-27/8 29-107/8 30-67/8 31-27/8 31-107/8 51/2 51/2 4 11/2 21/2 1-9SAFETY CABLE HOLE28-25/16 3 21/2 21/2 3 31-63/4 33-33/4 4 11/2 21/2 1-9SAFETY CABLE HOLE51/2 21/2 3 1/4 TYP 1/4 1/4 TYP 1/4 1/4 SW-TYP 1-PL p36_2CNTR 1-PL p30_2CNTR 1-PL p30_2CNTR 13/16 15/16x11/8 COLUMN02C13 1466 1 HSS5x5x1/2 43 61/2 1232S2E02C13 A500B 1 PL3/4x12 1 0 31p26_2 A572-50 2 PL3/4x10 1 2 30p36_2 A36 1 PL1/2x5 1 6 13p22_2 A36 2 PL3/8x5 1 3 8p23_2 A36 1 PL3/8x5 1 0 6p10_2 A36 2 PL3/8x5 0 9 5p24_2 A36 4 PL3/8x3 0 3 1p30_2 A36 1 PL1/4x5 0 5 2cp3_2 A36 90 WS3/4 0 8 1ss4_2 A108 181 JOB:DRAWN BY: CHECKED BY: JOB NUMBER: SHEET NO. CONTRACTOR: BACK CHARGES WILL NOT BE HONORED WITHOUT PRIOR AUTHORIZATION THESE DRAWINGS HAVE BEEN PREPARED IN ACCORDANCE WITH AISC CODE OF STANDARD PRACTICE FARGO NDMANDAN NDRAPID CITY SDBILLINGS MT TrueNorthSteel.com HOLES: BOLTS: MARK SYSTEM: STEEL: ELECTRODES: PAINT: SURFACE PREP: GENERAL NOTES REV DATE DESCRIPTION W SHAPES-A992, HSS-A500 GR.B, OTHERS-A36 15/16" Ø 7/8" Ø GKC NAS BILL OF MATERIAL MARK MINOR MARK UNIT QTY DESCRIPTION LENGTH Ft In REMARKS WEIGHT UNIT STEEL GRADE E70-60M OR E70-LH SHERWIN WILLIAMS B50AV1022 (2.0-3.0 MILS DFT) FINISH:----- SSPC-SP2 STANDARD A 08-13-2020 FOR APPROVAL BOZEMAN PUBLICSAFETY CENTER PMN0382LANGLAS & ASSOCIATES1/43333333333315-23/4 30-13/4 333331/444-39/16 33330-73/4 51/2 51/2 3 21/2 51/2 3 21/2 1-03/8 1-83/8 2-43/8 3-03/8 3-83/8 4-43/8 5-03/8 5-83/8 6-43/8 7-03/8 7-83/8 8-43/8 9-03/8 9-83/8 10-43/8 11-03/8 11-83/8 12-43/8 13-03/8 13-83/8 14-43/8 15-03/8 15-83/8 16-43/8 3/16 1/8 3/163/161/2 1/216-91/214-814-21/161-91-1111/161-83/431-51/214-21/161-17/8(1-HSS5x5x1/2x45-69/16) A500B 45-79/16 (P/P 45-79/16)TYP 1/4 1/4 1/4 1/4 1/4 1/4SQ CUTWp EL 143-11/16EL 128-11EL 114-3EL 97-51/2W21x62W24x62B MARK FACE "A" "SOUTH"W21x50EL 128-11W14x26C A A B B C C 1-ss4_250 REQ'D 1-PL p23_2 1-PL p24_2 1-PL p22_2 1-PL p23_2 1-PL cp3_2CNTR Section A-A 02C14 Section B-B 02C14 Section C-C 02C14 ONE COLUMN 02C14 AT GRID: 1.15 15/16x11/8 15/16x11/8 15/16x11/8 43/8 43/8 1-03/8 1-83/8 2-43/8 3-03/8 3-83/8 4-43/8 5-03/8 5-83/8 6-43/8 7-03/8 7-83/8 8-43/8 9-03/8 9-83/8 10-43/8 11-03/8 11-83/8 12-43/8 13-03/8 13-83/8 14-43/8 15-03/8 15-83/8 16-43/8 3/4SQ CUT1/2 51/2 3 21/2 45-79/1621/2 3 11/2 41/2 41/2 11/29 1-0 11/2911/21-041/241/21/4 SW-TYP 1-PL p26_2 15/16x11/8 11/16 COLUMN02C14 1407 1 HSS5x5x1/2 45 69/16 1289S2E02C14 A500B 1 PL3/4x12 1 0 31p26_2 A572-50 1 PL1/2x5 1 6 13p22_2 A36 2 PL3/8x5 1 3 8p23_2 A36 1 PL3/8x5 0 9 5p24_2 A36 1 PL1/4x5 0 5 2cp3_2 A36 50 WS3/4 0 8 1ss4_2 A108 182 JOB:DRAWN BY: CHECKED BY: JOB NUMBER: SHEET NO. CONTRACTOR: BACK CHARGES WILL NOT BE HONORED WITHOUT PRIOR AUTHORIZATION THESE DRAWINGS HAVE BEEN PREPARED IN ACCORDANCE WITH AISC CODE OF STANDARD PRACTICE FARGO NDMANDAN NDRAPID CITY SDBILLINGS MT TrueNorthSteel.com HOLES: BOLTS: MARK SYSTEM: STEEL: ELECTRODES: PAINT: SURFACE PREP: GENERAL NOTES REV DATE DESCRIPTION W SHAPES-A992, HSS-A500 GR.B, OTHERS-A36 15/16" Ø 7/8" Ø GKC NAS BILL OF MATERIAL MARK MINOR MARK UNIT QTY DESCRIPTION LENGTH Ft In REMARKS WEIGHT UNIT STEEL GRADE E70-60M OR E70-LH SHERWIN WILLIAMS B50AV1022 (2.0-3.0 MILS DFT) FINISH:----- SSPC-SP2 STANDARD A 08-13-2020 FOR APPROVAL BOZEMAN PUBLICSAFETY CENTER PMN0382LANGLAS & ASSOCIATES3/41/433333333333321/229-103/4 41-51/4 333333333315-83/4 41-73/4 41/241/241/2 41/2 51/2 51/2 21/2 3 51/2 51/2 3 21/2 15-107/8 16-67/8 67/8 1-27/8 3/16 1/41/43/1631-51/211-61/221/21-1111/162-01/816-91/226-51-91-43/8(1-HSS5x5x1/2x43-11/2) A500B 43-21/2 (P/P 43-21/2)1/4 1/4 1/4 1/4 TYP 1/4 1/4SQ CUTWp EL 140-8EL 140-51/2EL 128-11EL 97-51/2W24x62W24x84B MARK FACE "A" "SOUTH"EL 114-3W21x62W16x57C A A B B C C 1-PL p26_2 1-ss4_250 REQ'D 1-PL p10_2 1-PL p31_2 1-PL p22_2 1-PL p22_2 1-PL cp3_2CNTR Section A-A 02C15 Section B-B 02C15 Section C-C 02C15 ONE COLUMN 02C15 AT GRID: 1.6 11/16 15/16x11/8 15/16x11/8 15/16x11/8 11/2911/21-011/2 9 11/2 1-0SQ CUT1-107/8 2-67/8 3-27/8 3-107/8 4-67/8 5-27/8 5-107/8 6-67/8 7-27/8 7-107/8 8-67/8 9-27/8 9-107/8 10-67/8 11-27/8 11-107/8 12-67/8 13-27/8 13-107/8 14-67/8 15-27/8 15-107/8 16-67/8 15-27/8 14-67/8 13-107/8 12-67/8 13-27/8 11-107/8 21/2 3 11-27/8 10-67/8 9-107/8 9-27/8 8-67/8 7-107/8 7-27/8 6-67/8 5-107/8 5-27/8 4-67/8 3-107/8 3-27/8 2-67/8 1-107/8 1-27/8 67/8 3 21/2 43-21/21/4 SW-TYP 15/16x11/8 COLUMN02C15 1346 1 HSS5x5x1/2 43 11/2 1220S2E02C15 A500B 1 PL3/4x12 1 0 31p26_2 A572-50 2 PL1/2x5 1 6 13p22_2 A36 1 PL3/8x5 1 6 10p31_2 A36 1 PL3/8x5 1 0 6p10_2 A36 1 PL1/4x5 0 5 2cp3_2 A36 50 WS3/4 0 8 1ss4_2 A108 183 JOB:DRAWN BY: CHECKED BY: JOB NUMBER: SHEET NO. CONTRACTOR: BACK CHARGES WILL NOT BE HONORED WITHOUT PRIOR AUTHORIZATION THESE DRAWINGS HAVE BEEN PREPARED IN ACCORDANCE WITH AISC CODE OF STANDARD PRACTICE FARGO NDMANDAN NDRAPID CITY SDBILLINGS MT TrueNorthSteel.com HOLES: BOLTS: MARK SYSTEM: STEEL: ELECTRODES: PAINT: SURFACE PREP: GENERAL NOTES REV DATE DESCRIPTION W SHAPES-A992, HSS-A500 GR.B, OTHERS-A36 15/16" Ø 7/8" Ø GKC NAS BILL OF MATERIAL MARK MINOR MARK UNIT QTY DESCRIPTION LENGTH Ft In REMARKS WEIGHT UNIT STEEL GRADE E70-60M OR E70-LH SHERWIN WILLIAMS B50AV1022 (2.0-3.0 MILS DFT) FINISH:----- SSPC-SP2 STANDARD A 08-13-2020 FOR APPROVAL BOZEMAN PUBLICSAFETY CENTER PMN0382LANGLAS & ASSOCIATES3/41/4333330-43/4 333315-83/4 3333333315-83/4 30-43/4 51/251/2 3 21/2 51/2 21/2 3 51/2 21/2 3 67/8 1-27/8 1-107/8 2-67/8 3-27/8 3-107/8 4-67/8 5-27/8 5-107/8 6-67/8 7-27/8 7-107/8 8-67/8 9-27/8 9-107/8 10-67/8 11-27/8 11-107/8 12-67/8 13-27/8 13-107/8 14-67/8 15-27/8 15-107/8 16-67/8 1/8 3/163/16 3/162-01/81-43/816-91/214-81-43/816-91/214-81-41-43/8(1-HSS5x5x1/2x31-41/2) A500B 31-51/2 (P/P 31-51/2)TYP1/4 1/4SQ CUTEL 128-11EL 97-51/2W24x84W16x57B MARK FACE "A" "SOUTH"EL 114-3W16x57EL 114-3W16x40W16x57C A A B B 1-PL p26_2 1-PL p10_2 1-PL p10_2 1-PL p10_2 1-ss4_2CNTR50 REQ'D 1-PL p10_2 1-PL cp3_2CNTR Section A-A 02C16 Section B-B 02C16 ONE COLUMN 02C16 15/16x11/8 41/21-01-0 41/2 41/2 11/2 9 11/2 11/2911/241/2SQ CUT67/8 1-27/8 1-107/8 2-67/8 3-27/8 3-107/8 4-67/8 5-27/8 5-107/8 6-67/8 7-27/8 7-107/8 8-67/8 9-27/8 9-107/8 10-67/8 11-27/8 11-107/8 12-67/8 13-27/8 13-107/8 14-67/8 15-27/8 15-107/8 16-67/8 31-51/221/2 3 1/4 SW-TYP 11/16 15/16x11/8 15/16x11/8 15/16x11/8 COLUMN02C16 997 1 HSS5x5x1/2 31 41/2 888S2E02C16 A500B 1 PL3/4x12 1 0 31p26_2 A572-50 4 PL3/8x5 1 0 6p10_2 A36 1 PL1/4x5 0 5 2cp3_2 A36 50 WS3/4 0 8 1ss4_2 A108 184 JOB:DRAWN BY: CHECKED BY: JOB NUMBER: SHEET NO. CONTRACTOR: BACK CHARGES WILL NOT BE HONORED WITHOUT PRIOR AUTHORIZATION THESE DRAWINGS HAVE BEEN PREPARED IN ACCORDANCE WITH AISC CODE OF STANDARD PRACTICE FARGO NDMANDAN NDRAPID CITY SDBILLINGS MT TrueNorthSteel.com HOLES: BOLTS: MARK SYSTEM: STEEL: ELECTRODES: PAINT: SURFACE PREP: GENERAL NOTES REV DATE DESCRIPTION W SHAPES-A992, HSS-A500 GR.B, OTHERS-A36 15/16" Ø 7/8" Ø GKC NAS BILL OF MATERIAL MARK MINOR MARK UNIT QTY DESCRIPTION LENGTH Ft In REMARKS WEIGHT UNIT STEEL GRADE E70-60M OR E70-LH SHERWIN WILLIAMS B50AV1022 (2.0-3.0 MILS DFT) FINISH:----- SSPC-SP2 STANDARD A 08-13-2020 FOR APPROVAL BOZEMAN PUBLICSAFETY CENTER PMN0382LANGLAS & ASSOCIATES3/41/43333333311/413-33/4 16-23/4 17-113/4 27-113/4 41-81/8 33333333311/427-53/4 41-21/8 51/2 51/2 21/2 3 4 11/2 21/2 51/2 51/2 3 21/2 51/2 3 21/2 83/8 1-43/8 2-03/8 2-83/8 3-43/8 4-03/8 4-83/8 5-43/8 6-03/8 6-83/8 7-43/8 8-03/8 8-83/8 9-43/8 10-03/8 10-83/8 11-43/8 12-03/8 12-83/8 13-43/8 83/8 12-83/8 13-43/8 3/161/83/161/81/814-11/214-813-53/811/41-01/41-111/161-111/1628-91/213-53/811/41-61-813/16(1-HSS5x5x3/8x42-31/8) A500B 42-41/8 (P/P 42-41/8)1/4 1/4 1/4 1/4 1/4 1/4 TYP 1/4 1/4SQ CUTWp EL 142-55/8EL 142-43/8EL 128-11EL 114-3EL 100-11/2W12x26W14x43W14x43B MARK FACE "A" "SOUTH"EL 142-43/8EL 128-11W18x50W21x55A A A B B C C 1-ss4_2CNTR60 REQ'D 1-PL p23_2 1-PL p10_2 1-PL p24_2 1-PL p24_2 1-PL p25_2 1-PL p30_2CNTR 1-PL p30_2CNTR 1-PL p36_2CNTR 1-PL p37_2CNTR 1-PL cp3_2CNTR Section A-A02C17 Section B-B 02C17 Section C-C02C17 ONE COLUMN 02C17 15/16x11/8 15/16x11/8 15/16x11/8 15/16x11/8 27/835/8311/211/23 51/4 51/421/811/273/81173/811/221/8 11 35/827/8 42-41/813-43/8 12-83/8 12-03/8 11-43/8 10-83/8 10-03/8 9-43/8 8-83/8 8-03/8 7-43/8 6-83/8 6-03/8 5-43/8 4-83/8 4-03/8 3-43/8 2-83/8 2-03/8 1-43/8 83/8 21/2 3 SQ CUT1-43/8 2-03/8 2-83/8 3-43/8 4-03/8 4-83/8 5-43/8 6-03/8 6-83/8 7-43/8 8-03/8 8-83/8 9-43/8 10-03/8 10-83/8 11-43/8 12-03/8 12-105/16 3 21/21-9SAFETY CABLE HOLE4 11/2 21/2 32-73/4 1-9SAFETY CABLE HOLE30-103/4 27-65/16 41-11/8 1/4 SW-TYP 1/4 1/4 1/4 1/4 TYP 1/4 1/4 1/4 1/4 1-PL p38_2 1-PL p36_2CNTR 1-PL p30_2CNTR 1-PL p30_2CNTR 11/16 11/16 15/16x11/8 13/16 13/16 COLUMN02C17 1148 1 HSS5x5x3/8 42 31/8 942S2E02C17 A500B 1 PL3/4x11 0 11 26p38_2 A572-50 2 PL3/4x10 1 2 30p36_2 A36 1 PL3/4x81/2 1 2 25p37_2 A36 1 PL3/8x5 1 3 8p23_2 A36 1 PL3/8x5 1 0 6p10_2 A36 2 PL3/8x5 0 9 5p24_2 A36 1 PL3/8x5 0 6 3p25_2 A36 4 PL3/8x3 0 3 1p30_2 A36 1 PL1/4x5 0 5 2cp3_2 A36 60 WS3/4 0 8 1ss4_2 A108 185 JOB:DRAWN BY: CHECKED BY: JOB NUMBER: SHEET NO. CONTRACTOR: BACK CHARGES WILL NOT BE HONORED WITHOUT PRIOR AUTHORIZATION THESE DRAWINGS HAVE BEEN PREPARED IN ACCORDANCE WITH AISC CODE OF STANDARD PRACTICE FARGO NDMANDAN NDRAPID CITY SDBILLINGS MT TrueNorthSteel.com HOLES: BOLTS: MARK SYSTEM: STEEL: ELECTRODES: PAINT: SURFACE PREP: GENERAL NOTES REV DATE DESCRIPTION W SHAPES-A992, HSS-A500 GR.B, OTHERS-A36 15/16" Ø 7/8" Ø GKC NAS BILL OF MATERIAL MARK MINOR MARK UNIT QTY DESCRIPTION LENGTH Ft In REMARKS WEIGHT UNIT STEEL GRADE E70-60M OR E70-LH SHERWIN WILLIAMS B50AV1022 (2.0-3.0 MILS DFT) FINISH:----- SSPC-SP2 STANDARD A 08-13-2020 FOR APPROVAL BOZEMAN PUBLICSAFETY CENTER PMN0382LANGLAS & ASSOCIATES3/41/43333313-93/4 333314-03/4 41/241/2 41/241/251/2 3 21/2 51/2 21/2 3 103/8 1-63/8 2-23/8 2-103/8 3-63/8 4-23/8 4-103/8 5-63/8 6-23/8 6-103/8 7-63/8 8-23/8 8-103/8 9-63/8 10-23/8 10-103/8 11-63/8 12-23/8 12-103/8 13-63/8 14-23/8 3/16 3/161-813/161-43/8(1-HSS5x5x1/2x15-01/2) A500B 15-11/2 (P/P 15-11/2)1/4 1/4SQ CUTWp EL 114-3EL 99-11/2B MARK FACE "A" "SOUTH"W21x55W16x57C A A 1-PL p26_2 1-PL p23_2 1-PL p10_2 1-ss4_2CNTR42 REQ'D 1-PL cp3_2CNTR Section A-A 02C18 ONE COLUMN 02C18 AT GRID: 1.6 11/16 15/16x11/8 15/16x11/8 11/2 9 11/2 1-0 11/2911/21-0SQ CUT103/8 1-63/8 2-23/8 2-103/8 3-63/8 4-23/8 4-103/8 5-63/8 6-23/8 6-103/8 7-63/8 8-23/8 8-103/8 9-63/8 10-23/8 10-103/8 11-63/8 12-23/8 12-103/8 13-63/8 14-23/8 15-11/21/4 SW-TYP 1/4 1/4 COLUMN02C18 516 1 HSS5x5x1/2 15 01/2 426S2E02C18 A500B 1 PL3/4x12 1 0 31p26_2 A572-50 1 PL3/8x5 1 3 8p23_2 A36 1 PL3/8x5 1 0 6p10_2 A36 1 PL1/4x5 0 5 2cp3_2 A36 42 WS3/4 0 8 1ss4_2 A108 186 JOB:DRAWN BY: CHECKED BY: JOB NUMBER: SHEET NO. CONTRACTOR: BACK CHARGES WILL NOT BE HONORED WITHOUT PRIOR AUTHORIZATION THESE DRAWINGS HAVE BEEN PREPARED IN ACCORDANCE WITH AISC CODE OF STANDARD PRACTICE FARGO NDMANDAN NDRAPID CITY SDBILLINGS MT TrueNorthSteel.com HOLES: BOLTS: MARK SYSTEM: STEEL: ELECTRODES: PAINT: SURFACE PREP: GENERAL NOTES REV DATE DESCRIPTION W SHAPES-A992, HSS-A500 GR.B, OTHERS-A36 15/16" Ø 7/8" Ø GKC NAS BILL OF MATERIAL MARK MINOR MARK UNIT QTY DESCRIPTION LENGTH Ft In REMARKS WEIGHT UNIT STEEL GRADE E70-60M OR E70-LH SHERWIN WILLIAMS B50AV1022 (2.0-3.0 MILS DFT) FINISH:----- SSPC-SP2 STANDARD A 08-13-2020 FOR APPROVAL BOZEMAN PUBLICSAFETY CENTER PMN0382LANGLAS & ASSOCIATES3/41/43333333315/1613-33/4 16-23/4 17-113/4 27-113/4 42-015/16 333311/441-7 51/2 3 21/2 4 11/2 21/2 51/2 51/2 3 21/2 51/2 3 21/2 67/8 1-27/8 1-107/8 2-67/8 3-27/8 3-107/8 4-67/8 5-27/8 5-107/8 6-67/8 7-27/8 7-107/8 8-67/8 9-27/8 9-107/8 10-67/8 11-27/8 11-107/8 12-67/8 13-27/8 13-107/8 14-67/8 15-27/8 15-107/8 16-67/8 17-27/8 17-107/8 18-67/8 19-27/8 19-107/8 20-67/8 21-27/8 21-107/8 22-67/8 23-27/8 23-107/8 24-67/8 25-27/8 25-107/8 26-67/8 27-27/8 27-107/8 28-67/8 29-27/8 29-107/8 30-67/8 31-27/8 67/8 13-27/8 13-107/8 15-107/8 17-107/8 19-27/8 27-107/8 28-67/8 29-107/8 30-67/8 1/81/8 1/81/814-11/214-813-103/1615/161-03/161-111/161-111/1642-73/411/41-4(1-HSS5x5x3/8x42-8) A500B 42-9 (P/P 42-9)1/4 1/4 1/4 1/4 TYP 1/4 1/4SQ CUTWp EL 142-101/2EL 142-93/16EL 128-11EL 114-3EL 100-11/2W12x26W14x43W14x43B MARK FACE "A" "SOUTH"EL 142-91/4W16x40A A A B B C C 1-PL p38_2 1-ss4_2CNTR141 REQ'D 1-PL p10_2 1-PL p24_2 1-PL p24_2 1-PL p25_2 1-PL p30_2CNTR 1-PL p30_2CNTR 1-PL p37_2CNTR 1-PL cp3_2CNTR Section A-A 02C19 Section B-B 02C19 Section C-C02C19 ONE COLUMN 02C19 11/16 15/16x11/8 15/16x11/8 15/16x11/8 13/16 51/4 51/427/8 35/8 3 11/2 11 11/2361/21135/827/861/2 73/811/221/821/8 11/2 73/8 42-9SQ CUT1-27/8 1-107/8 2-67/8 3-27/8 3-107/8 4-67/8 5-27/8 5-107/8 6-67/8 7-27/8 7-107/8 8-67/8 9-27/8 9-107/8 10-67/8 11-27/8 11-107/8 12-67/8 14-67/8 15-27/8 16-67/8 17-27/8 18-67/8 31-27/8 30-67/8 29-107/8 29-27/8 28-67/8 27-107/8 27-27/8 26-67/8 25-107/8 25-27/8 24-67/8 23-107/8 23-27/8 22-67/8 21-107/8 21-27/8 20-67/8 19-107/8 19-27/8 18-67/8 17-107/8 17-27/8 16-67/8 15-107/8 15-27/8 14-67/8 13-107/8 13-27/8 12-67/8 11-107/8 11-27/8 10-67/8 9-107/8 9-27/8 8-67/8 7-107/8 7-27/8 6-67/8 5-107/8 5-27/8 4-67/8 3-107/8 3-27/8 2-67/8 1-107/8 1-27/8 67/8 12-105/16 3 21/21-9SAFETY CABLE HOLES19-107/8 20-67/8 21-27/8 21-107/8 22-67/8 23-27/8 23-107/8 24-67/8 25-27/8 25-107/8 26-67/8 27-27/8 29-27/8 31-27/8 41-6 32-73/4 30-103/4 21/211/2 4 1-9SAFETY CABLE HOLES1/4 SW-TYP 1/4 1/4 1/4 1/4 TYP 1/4 1/4 SW-TYP 1-PL p36_2CNTR 1-PL p30_2CNTR 1-PL p30_2CNTR 11/16 15/16x11/8 13/16 COLUMN02C19 1203 1 HSS5x5x3/8 42 8 951S2E02C19 A500B 1 PL3/4x11 0 11 26p38_2 A572-50 1 PL3/4x10 1 2 30p36_2 A36 1 PL3/4x81/2 1 2 25p37_2 A36 1 PL3/8x5 1 0 6p10_2 A36 2 PL3/8x5 0 9 5p24_2 A36 1 PL3/8x5 0 6 3p25_2 A36 4 PL3/8x3 0 3 1p30_2 A36 1 PL1/4x5 0 5 2cp3_2 A36 141 WS3/4 0 8 1ss4_2 A108 187 JOB:DRAWN BY: CHECKED BY: JOB NUMBER: SHEET NO. CONTRACTOR: BACK CHARGES WILL NOT BE HONORED WITHOUT PRIOR AUTHORIZATION THESE DRAWINGS HAVE BEEN PREPARED IN ACCORDANCE WITH AISC CODE OF STANDARD PRACTICE FARGO NDMANDAN NDRAPID CITY SDBILLINGS MT TrueNorthSteel.com HOLES: BOLTS: MARK SYSTEM: STEEL: ELECTRODES: PAINT: SURFACE PREP: GENERAL NOTES REV DATE DESCRIPTION W SHAPES-A992, HSS-A500 GR.B, OTHERS-A36 15/16" Ø 7/8" Ø GKC NAS BILL OF MATERIAL MARK MINOR MARK UNIT QTY DESCRIPTION LENGTH Ft In REMARKS WEIGHT UNIT STEEL GRADE E70-60M OR E70-LH SHERWIN WILLIAMS B50AV1022 (2.0-3.0 MILS DFT) FINISH:----- SSPC-SP2 STANDARD A 08-13-2020 FOR APPROVAL BOZEMAN PUBLICSAFETY CENTER PMN0382LANGLAS & ASSOCIATES1/43333333341/214-41/4 6 3 3 1-03/8 1-83/8 2-43/8 3-03/8 3-83/8 4-43/8 5-03/8 5-83/8 6-43/8 7-03/8 7-83/8 8-43/8 9-03/8 9-83/8 10-43/8 11-03/8 11-83/8 12-43/8 13-03/8 13-83/8 14-43/8 15-03/8 15-83/8 1/42-87/8(1-HSS6x6x1/2x16-81/2) A500B 16-91/2 (P/P 16-91/2)1/4 1/4Wp EL 114-3EL 97-51/2B MARK FACE "A" "SOUTH"W33x118C A A 1-PL p33_2 1-ss4_2CNTR52 REQ'D Section A-A 02C20 ONE COLUMN 02C20 AT GRID: 1.6 15/16x11/8 55 5 511/2 1-1 11/21011/21-111/2 103/4SQ CUT43/8 43/8 1-03/8 1-83/8 2-43/8 3-03/8 3-83/8 4-43/8 5-03/8 5-83/8 6-43/8 7-03/8 7-83/8 8-43/8 9-03/8 9-83/8 10-43/8 11-03/8 11-83/8 12-43/8 13-03/8 13-83/8 14-43/8 15-03/8 15-83/8SQ CUT16-91/21/4 SW-TYP 1-PL p29_2 1-PL cp4_2CNTR 11/16 COLUMN02C20 698 1 HSS6x6x1/2 16 81/2 587S2E02C20 A500B 1 PL3/4x13 1 1 36p29_2 A572-50 1 PL1/2x5 2 3 19p33_2 A36 1 PL1/4x6 0 6 3cp4_2 A36 52 WS3/4 0 8 1ss4_2 A108 188 JOB:DRAWN BY: CHECKED BY: JOB NUMBER: SHEET NO. CONTRACTOR: BACK CHARGES WILL NOT BE HONORED WITHOUT PRIOR AUTHORIZATION THESE DRAWINGS HAVE BEEN PREPARED IN ACCORDANCE WITH AISC CODE OF STANDARD PRACTICE FARGO NDMANDAN NDRAPID CITY SDBILLINGS MT TrueNorthSteel.com HOLES: BOLTS: MARK SYSTEM: STEEL: ELECTRODES: PAINT: SURFACE PREP: GENERAL NOTES REV DATE DESCRIPTION W SHAPES-A992, HSS-A500 GR.B, OTHERS-A36 15/16" Ø 7/8" Ø GKC NAS BILL OF MATERIAL MARK MINOR MARK UNIT QTY DESCRIPTION LENGTH Ft In REMARKS WEIGHT UNIT STEEL GRADE E70-60M OR E70-LH SHERWIN WILLIAMS B50AV1022 (2.0-3.0 MILS DFT) FINISH:----- SSPC-SP2 STANDARD A 08-13-2020 FOR APPROVAL BOZEMAN PUBLICSAFETY CENTER PMN0382LANGLAS & ASSOCIATESSQ CUT33333341/214-101/4 5 5 556 3 3 3/41-03/8 1-83/8 15-03/8 15-83/8 1/416-91/29-92-27/8(1-HSS6x6x1/2x26-51/2) A500B 26-61/2 (P/P 26-61/2)1/4 1/4Wp EL 124-0EL 97-51/2EL 114-3W27x94B MARK FACE "A" "SOUTH" A A 1-PL p29_2 1-ss4_2CNTR24 REQ'D 1-PL p28_2 1-PL cp4_2CNTR Section A-A 02C21 ONE COLUMN 02C21 AT GRID: 1.6 11/16 15/16x11/8 SQ CUT43/8 2-43/8 3-03/8 3-83/8 4-43/8 5-03/8 5-83/8 6-43/8 7-03/8 7-83/8 8-43/8 9-03/8 9-83/8 10-43/8 11-03/8 11-83/8 12-43/8 13-03/8 13-83/8 14-43/81/411/21011/21-111/2 10 11/2 1-1 1/4 SW-TYP COLUMN02C21 1007 1 HSS6x6x1/2 26 51/2 929S2E02C21 A500B 1 PL3/4x13 1 1 36p29_2 A572-50 1 PL1/2x5 1 9 15p28_2 A36 1 PL1/4x6 0 6 3cp4_2 A36 24 WS3/4 0 8 1ss4_2 A108 189 JOB:DRAWN BY: CHECKED BY: JOB NUMBER: SHEET NO. CONTRACTOR: BACK CHARGES WILL NOT BE HONORED WITHOUT PRIOR AUTHORIZATION THESE DRAWINGS HAVE BEEN PREPARED IN ACCORDANCE WITH AISC CODE OF STANDARD PRACTICE FARGO NDMANDAN NDRAPID CITY SDBILLINGS MT TrueNorthSteel.com HOLES: BOLTS: MARK SYSTEM: STEEL: ELECTRODES: PAINT: SURFACE PREP: GENERAL NOTES REV DATE DESCRIPTION W SHAPES-A992, HSS-A500 GR.B, OTHERS-A36 15/16" Ø 7/8" Ø GKC NAS BILL OF MATERIAL MARK MINOR MARK UNIT QTY DESCRIPTION LENGTH Ft In REMARKS WEIGHT UNIT STEEL GRADE E70-60M OR E70-LH SHERWIN WILLIAMS B50AV1022 (2.0-3.0 MILS DFT) FINISH:----- SSPC-SP2 STANDARD A 08-13-2020 FOR APPROVAL BOZEMAN PUBLICSAFETY CENTER PMN0382LANGLAS & ASSOCIATES3/4SQ CUT3333333333314-63/4 29-03/4 18-23/4 19-113/4 41/2 11/2 3 6 6 3 3 8 1-4 2-0 2-107/8 3-67/8 4-27/8 4-107/8 5-67/8 6-27/8 6-107/8 7-67/8 8-27/8 8-107/8 9-67/8 10-27/8 10-107/8 11-67/8 12-27/8 12-107/8 13-67/8 16-107/8 17-67/8 18-27/8 18-107/8 19-67/8 20-27/8 20-107/8 21-67/8 14-27/8 14-107/8 15-67/8 16-27/8 3/161/416-11/214-31-813/161-117/8(1-HSS6x6x1/2x30-31/2) A500B 30-41/2 (P/P 30-41/2)1/4 1/4 1/4 1/4EL 128-6EL 114-3EL 98-11/2W21x55W24x76B MARK FACE "A" "SOUTH" C A A B B 1-PL p27_2 1-PL p30_2CNTR 1-PL p30_2CNTR 1-ss4_2CNTR60 REQ'D 1-PL p22_2 1-PL p23_2 1-PL cp4_2CNTR Section A-A 02C22 Section B-B 02C22 ONE COLUMN 02C22 13/16 15/16x11/8 15/16x11/8 3/43/471/251/2 31/2 1-1 1-6 11/2 51/271/2 31/2 25/863/41-111/2 11/225/8SQ CUT21-67/8 20-107/8 20-27/8 18-107/8 19-67/8 18-27/8 17-67/8 16-107/8 3 3 13-67/8 12-107/8 12-27/8 11-67/8 10-107/8 10-27/8 9-67/8 8-107/8 8-27/8 7-67/8 6-107/8 6-27/8 5-67/8 3-67/8 4-27/8 4-107/8 2-107/8 2-0 1-4 8 30-41/21-9SAFETY CABLE HOLES1/41/4 TYP 1/4 1/4 SW-TYP 11/16 COLUMN02C22 1177 1 HSS6x6x1/2 30 31/2 1064S2E02C22 A500B 1 PL3/4x63/4 1 6 26p27_2 A572-50 1 PL1/2x5 1 6 13p22_2 A36 1 PL3/8x5 1 3 8p23_2 A36 2 PL3/8x3 0 3 1p30_2 A36 1 PL1/4x6 0 6 3cp4_2 A36 60 WS3/4 0 8 1ss4_2 A108 190 JOB:DRAWN BY: CHECKED BY: JOB NUMBER: SHEET NO. CONTRACTOR: BACK CHARGES WILL NOT BE HONORED WITHOUT PRIOR AUTHORIZATION THESE DRAWINGS HAVE BEEN PREPARED IN ACCORDANCE WITH AISC CODE OF STANDARD PRACTICE FARGO NDMANDAN NDRAPID CITY SDBILLINGS MT TrueNorthSteel.com HOLES: BOLTS: MARK SYSTEM: STEEL: ELECTRODES: PAINT: SURFACE PREP: GENERAL NOTES REV DATE DESCRIPTION W SHAPES-A992, HSS-A500 GR.B, OTHERS-A36 15/16" Ø 7/8" Ø GKC NAS BILL OF MATERIAL MARK MINOR MARK UNIT QTY DESCRIPTION LENGTH Ft In REMARKS WEIGHT UNIT STEEL GRADE E70-60M OR E70-LH SHERWIN WILLIAMS B50AV1022 (2.0-3.0 MILS DFT) FINISH:----- SSPC-SP2 STANDARD A 08-13-2020 FOR APPROVAL BOZEMAN PUBLICSAFETY CENTER PMN0382LANGLAS & ASSOCIATESSQ CUTSQ CUT2222 33333313-0 105510 5 5 6 3 3 1-31/16 3-31/16 5-31/16 7-31/16 9-31/16 11-31/16 13-31/16 3/161-1111/16(1-HSS6x6x1/2x14-53/4) A500B 14-71/2 (P/P 14-71/2)1/4 1/4Wp EL 112-1EL 97-51/2BMARK FACE "A" "SOUTH"W24x62C A A 1-PL p12_2 1-PL p22_2 1-ss4_2CNTR14 REQ'D 1-PL cp4_2CNTR Section A-A 02C23 ONE COLUMN 02C23 AT GRID: D.4 19/16 15/16x11/8 1-21-211/21-31/161/43-31/16 5-31/16 7-31/16 11-31/16 13-3 14-71/21/4 SW-TYP COLUMN02C23 622 1 HSS6x6x1/2 14 53/4 508S2E02C23 A500B 1 PL11/2x14 1 2 83p12_2 A572-50 1 PL1/2x5 1 6 13p22_2 A36 1 PL1/4x6 0 6 3cp4_2 A36 14 WS3/4 0 8 1ss4_2 A108 191 JOB:DRAWN BY: CHECKED BY: JOB NUMBER: SHEET NO. CONTRACTOR: BACK CHARGES WILL NOT BE HONORED WITHOUT PRIOR AUTHORIZATION THESE DRAWINGS HAVE BEEN PREPARED IN ACCORDANCE WITH AISC CODE OF STANDARD PRACTICE FARGO NDMANDAN NDRAPID CITY SDBILLINGS MT TrueNorthSteel.com HOLES: BOLTS: MARK SYSTEM: STEEL: ELECTRODES: PAINT: SURFACE PREP: GENERAL NOTES REV DATE DESCRIPTION W SHAPES-A992, HSS-A500 GR.B, OTHERS-A36 15/16" Ø 7/8" Ø GKC NAS BILL OF MATERIAL MARK MINOR MARK UNIT QTY DESCRIPTION LENGTH Ft In REMARKS WEIGHT UNIT STEEL GRADE E70-60M OR E70-LH SHERWIN WILLIAMS B50AV1022 (2.0-3.0 MILS DFT) FINISH:----- SSPC-SP2 STANDARD A 08-13-2020 FOR APPROVAL BOZEMAN PUBLICSAFETY CENTER PMN0382LANGLAS & ASSOCIATESSQ CUT1/441/241/241/2 41/2 1-43/4 3-43/4 5-43/4 7-43/4 9-43/4 11-43/4 13-43/4 1-43/4 3-43/4 5-43/4 7-43/4 9-43/4 11-43/4 13-43/4 (1-HSS5x5x3/8x14-93/16) A500B 14-103/16 (P/P 14-103/16)SQ CUTWp EL 112-1111/16EL 98-11/2BMARK FACE "A" "SOUTH"C 1-PL p26_2 1-ss4_2CNTR14 REQ'D 1-PL cp3_2CNTR ONE COLUMN 02C24 11/163/414-103/1611/2911/21-011/2 9 11/2 1-0 SW-TYP 1/4 COLUMN02C24 376 1 HSS5x5x3/8 14 93/16 329S2E02C24 A500B 1 PL3/4x12 1 0 31p26_2 A572-50 1 PL1/4x5 0 5 2cp3_2 A36 14 WS3/4 0 8 1ss4_2 A108 192 JOB:DRAWN BY: CHECKED BY: JOB NUMBER: SHEET NO. CONTRACTOR: BACK CHARGES WILL NOT BE HONORED WITHOUT PRIOR AUTHORIZATION THESE DRAWINGS HAVE BEEN PREPARED IN ACCORDANCE WITH AISC CODE OF STANDARD PRACTICE FARGO NDMANDAN NDRAPID CITY SDBILLINGS MT TrueNorthSteel.com HOLES: BOLTS: MARK SYSTEM: STEEL: ELECTRODES: PAINT: SURFACE PREP: GENERAL NOTES REV DATE DESCRIPTION W SHAPES-A992, HSS-A500 GR.B, OTHERS-A36 15/16" Ø 7/8" Ø GKC NAS BILL OF MATERIAL MARK MINOR MARK UNIT QTY DESCRIPTION LENGTH Ft In REMARKS WEIGHT UNIT STEEL GRADE E70-60M OR E70-LH SHERWIN WILLIAMS B50AV1022 (2.0-3.0 MILS DFT) FINISH:----- SSPC-SP2 STANDARD A 08-13-2020 FOR APPROVAL BOZEMAN PUBLICSAFETY CENTER PMN0382LANGLAS & ASSOCIATES11/21/43333633333333313-13/4 14-73/4 24-11 26-2 3333313-13/4 6 66 33 1-89/16 3-89/16 5-89/16 7-89/16 9-89/16 11-89/16 13-89/16 15-89/16 17-89/16 19-89/16 21-89/16 23-89/16 25-89/16 3/16 3/16 3/16 3/16 1/813-73/4101/212-13/4101/21-813/161-811/1614-61/413-01/41-813/16(1-HSS6x6x1/2x27-43/4) A500B 27-61/2 (P/P 27-61/2)TYP1/4 1/4 1/4 1/4 1/4 1/4Wp EL 125-0EL 97-51/2BMARK FACE "A" "SOUTH"EL 124-11/2EL 111-113/4EL 111-11/4W21x50W21x44EL 111-113/4W21x55C A A B B C C D D 1-PL p12_2 1-PL p23_2 1-PL p23_2 1-PL p25_2 1-PL p24_2 1-PL p23_2 1-ss4_2CNTR26 REQ'D Section A-A 02C25 Section B-B 02C25 Section C-C 02C25 Section D-D 02C25 ONE COLUMN 02C25 15/16x11/8 SQ CUT1-89/16 3-89/16 5-89/16 7-89/16 9-89/16 11-89/16 13-89/16 15-89/16 17-89/16 19-89/16 21-89/16 23-89/16 25-89/16SQ CUT27-61/23 3 6 3 333/1633 3 5521021-25 5 2 10 2 1-2 1/4 SW-TYP 1-PL cp4_2CNTR 15/16x11/8 15/16x11/8 15/16x11/8 19/16 COLUMN02C25 1107 1 HSS6x6x1/2 27 43/4 962S2E02C25 A500B 1 PL11/2x14 1 2 83p12_2 A572-50 3 PL3/8x5 1 3 8p23_2 A36 1 PL3/8x5 0 9 5p24_2 A36 1 PL3/8x5 0 6 3p25_2 A36 1 PL1/4x6 0 6 3cp4_2 A36 26 WS3/4 0 8 1ss4_2 A108 193 JOB:DRAWN BY: CHECKED BY: JOB NUMBER: SHEET NO. CONTRACTOR: BACK CHARGES WILL NOT BE HONORED WITHOUT PRIOR AUTHORIZATION THESE DRAWINGS HAVE BEEN PREPARED IN ACCORDANCE WITH AISC CODE OF STANDARD PRACTICE FARGO NDMANDAN NDRAPID CITY SDBILLINGS MT TrueNorthSteel.com HOLES: BOLTS: MARK SYSTEM: STEEL: ELECTRODES: PAINT: SURFACE PREP: GENERAL NOTES REV DATE DESCRIPTION W SHAPES-A992, HSS-A500 GR.B, OTHERS-A36 15/16" Ø 7/8" Ø GKC NAS BILL OF MATERIAL MARK MINOR MARK UNIT QTY DESCRIPTION LENGTH Ft In REMARKS WEIGHT UNIT STEEL GRADE E70-60M OR E70-LH SHERWIN WILLIAMS B50AV1022 (2.0-3.0 MILS DFT) FINISH:----- SSPC-SP2 STANDARD A 08-13-2020 FOR APPROVAL BOZEMAN PUBLICSAFETY CENTER PMN0382LANGLAS & ASSOCIATESSQ CUTSQ CUT33333319-23/4 3333319-53/4 555 5 6 3 3 6 3 3 2-43/8 6-43/8 10-43/8 14-43/8 18-43/8 1/4 3/162-01/81-9(1-HSS6x6x1/2x20-81/2) A500B 20-91/2 (P/P 20-91/2)1/4 1/4 1/4 1/4Wp EL 118-3EL 97-51/2BMARK FACE "A" "SOUTH"W24x84W21x62C A A 1-PL p29_2 1-PL p22_2 1-PL p23_2 1-ss4_2CNTR10 REQ'D Section A-A 02C26 ONE COLUMN 02C26 11/16 15/16x11/8 15/16x11/8 3/411/2 10 11/2 1-1 11/21011/21-12-43/8 6-43/8 10-43/8 14-43/8 18-43/81/420-91/21/4 SW-TYP 1-PL cp4_2CNTR COLUMN02C26 797 1 HSS6x6x1/2 20 81/2 727S2E02C26 A500B 1 PL3/4x13 1 1 36p29_2 A572-50 1 PL1/2x5 1 6 13p22_2 A36 1 PL3/8x5 1 3 8p23_2 A36 1 PL1/4x6 0 6 3cp4_2 A36 10 WS3/4 0 8 1ss4_2 A108 194 JOB:DRAWN BY: CHECKED BY: JOB NUMBER: SHEET NO. CONTRACTOR: BACK CHARGES WILL NOT BE HONORED WITHOUT PRIOR AUTHORIZATION THESE DRAWINGS HAVE BEEN PREPARED IN ACCORDANCE WITH AISC CODE OF STANDARD PRACTICE FARGO NDMANDAN NDRAPID CITY SDBILLINGS MT TrueNorthSteel.com HOLES: BOLTS: MARK SYSTEM: STEEL: ELECTRODES: PAINT: SURFACE PREP: GENERAL NOTES REV DATE DESCRIPTION W SHAPES-A992, HSS-A500 GR.B, OTHERS-A36 15/16" Ø 7/8" Ø GKC NAS BILL OF MATERIAL MARK MINOR MARK UNIT QTY DESCRIPTION LENGTH Ft In REMARKS WEIGHT UNIT STEEL GRADE E70-60M OR E70-LH SHERWIN WILLIAMS B50AV1022 (2.0-3.0 MILS DFT) FINISH:----- SSPC-SP2 STANDARD A 08-13-2020 FOR APPROVAL BOZEMAN PUBLICSAFETY CENTER PMN0382LANGLAS & ASSOCIATES3/4SQ CUT3333318-53/4 6 3 3 1-103/8 3-103/8 5-103/8 7-103/8 9-103/8 11-103/8 13-103/8 15-103/8 17-103/8 1-103/8 3-103/8 5-103/8 7-103/8 9-103/8 11-103/8 13-103/8 15-103/8 17-103/8 3/161-9(1-HSS6x6x1/2x19-81/2) A500B 19-91/2 (P/P 19-91/2)1/4 1/4Wp EL 118-3EL 98-51/2BMARK FACE "A" "SOUTH"W21x62C A A 1-PL p29_2 1-PL p23_2 1-ss4_2CNTR18 REQ'D 1-PL cp4_2CNTR Section A-A 02C27 ONE COLUMN 02C27 15/16x11/8 55 5511/2 10 11/2 1-1 11/21011/21-1SQ CUT1/419-91/21/4 SW-TYP 11/16 COLUMN02C27 757 1 HSS6x6x1/2 19 81/2 692S2E02C27 A500B 1 PL3/4x13 1 1 36p29_2 A572-50 1 PL3/8x5 1 3 8p23_2 A36 1 PL1/4x6 0 6 3cp4_2 A36 18 WS3/4 0 8 1ss4_2 A108 195 JOB:DRAWN BY: CHECKED BY: JOB NUMBER: SHEET NO. CONTRACTOR: BACK CHARGES WILL NOT BE HONORED WITHOUT PRIOR AUTHORIZATION THESE DRAWINGS HAVE BEEN PREPARED IN ACCORDANCE WITH AISC CODE OF STANDARD PRACTICE FARGO NDMANDAN NDRAPID CITY SDBILLINGS MT TrueNorthSteel.com HOLES: BOLTS: MARK SYSTEM: STEEL: ELECTRODES: PAINT: SURFACE PREP: GENERAL NOTES REV DATE DESCRIPTION W SHAPES-A992, HSS-A500 GR.B, OTHERS-A36 15/16" Ø 7/8" Ø GKC NAS BILL OF MATERIAL MARK MINOR MARK UNIT QTY DESCRIPTION LENGTH Ft In REMARKS WEIGHT UNIT STEEL GRADE E70-60M OR E70-LH SHERWIN WILLIAMS B50AV1022 (2.0-3.0 MILS DFT) FINISH:----- SSPC-SP2 STANDARD A 08-13-2020 FOR APPROVAL BOZEMAN PUBLICSAFETY CENTER PMN0382LANGLAS & ASSOCIATES3/41/433333341/217-101/4 6 3 3 1-103/8 3-103/8 5-103/8 7-103/8 9-103/8 11-103/8 13-103/8 15-103/8 17-103/8 1-103/8 3-103/8 5-103/8 7-103/8 9-103/8 11-103/8 13-103/8 15-103/8 17-103/8 1/42-27/8(1-HSS6x6x1/2x19-81/2) A500B 19-91/2 (P/P 19-91/2)1/4 1/4Wp EL 118-3EL 98-51/2BMARK FACE "A" "SOUTH"W27x94C A A 1-ss4_2CNTR27 REQ'D 1-PL p28_2 1-PL cp4_2CNTR Section A-A 02C28 ONE COLUMN 02C28 15/16x11/8 11/2 1-1 11/21011/21-1555 5 11/2 10SQ CUT1-103/8 3-103/8 5-103/8 7-103/8 9-103/8 11-103/8 13-103/8 15-103/8 17-103/8SQ CUT19-91/21/4 SW-TYP 1-PL p29_2 11/16 COLUMN02C28 773 1 HSS6x6x1/2 19 81/2 692S2E02C28 A500B 1 PL3/4x13 1 1 36p29_2 A572-50 1 PL1/2x5 1 9 15p28_2 A36 1 PL1/4x6 0 6 3cp4_2 A36 27 WS3/4 0 8 1ss4_2 A108 196 JOB:DRAWN BY: CHECKED BY: JOB NUMBER: SHEET NO. CONTRACTOR: BACK CHARGES WILL NOT BE HONORED WITHOUT PRIOR AUTHORIZATION THESE DRAWINGS HAVE BEEN PREPARED IN ACCORDANCE WITH AISC CODE OF STANDARD PRACTICE FARGO NDMANDAN NDRAPID CITY SDBILLINGS MT TrueNorthSteel.com HOLES: BOLTS: MARK SYSTEM: STEEL: ELECTRODES: PAINT: SURFACE PREP: GENERAL NOTES REV DATE DESCRIPTION W SHAPES-A992, HSS-A500 GR.B, OTHERS-A36 15/16" Ø 7/8" Ø GKC NAS BILL OF MATERIAL MARK MINOR MARK UNIT QTY DESCRIPTION LENGTH Ft In REMARKS WEIGHT UNIT STEEL GRADE E70-60M OR E70-LH SHERWIN WILLIAMS B50AV1022 (2.0-3.0 MILS DFT) FINISH:----- SSPC-SP2 STANDARD A 08-13-2020 FOR APPROVAL BOZEMAN PUBLICSAFETY CENTER PMN0382LANGLAS & ASSOCIATESSQ CUTSQ CUT33333341/216-61/4 71/251/23/43/46 3 3 1-23/8 5-23/8 9-23/8 13-23/8 17-23/8 1/42-27/8(1-HSS6x6x1/2x18-41/2) A500B 18-51/2 (P/P 18-51/2)1/4 1/4Wp EL 118-3EL 99-91/2B MARK FACE "A" "SOUTH"W27x94C A A 1-PL p27_2 1-PL p28_2 1-ss4_2CNTR10 REQ'D 1-PL cp4_2CNTR Section A-A 02C29 ONE COLUMN 02C29 11/16 15/16x11/8 18-51/21/417-23/8 13-23/8 9-23/8 5-23/8 1-23/8 3/425/811/225/863/411/2 1-1 31/2 71/2 51/2 1-6 31/2 1-1 11/2 SW-TYP 1/4 COLUMN02C29 699 1 HSS6x6x1/2 18 41/2 645S2E02C29 A500B 1 PL3/4x63/4 1 6 26p27_2 A572-50 1 PL1/2x5 1 9 15p28_2 A36 1 PL1/4x6 0 6 3cp4_2 A36 10 WS3/4 0 8 1ss4_2 A108 197 GKC DESCRIPTIONDATE NASW SHAPES-A992, HSS-A500 GR.B, OTHERS-A36 15/16" Ø 7/8" ØBOLTS: HOLES: TrueNorthSteel.com FARGO NDMANDAN NDRAPID CITY SDBILLINGS MT THESE DRAWINGS HAVE BEEN PREPARED IN ACCORDANCE WITH AISC CODE OF STANDARD PRACTICE BACK CHARGES WILL NOT BE HONORED WITHOUT PRIOR AUTHORIZATION CONTRACTOR: SHEET NO. JOB NUMBER: CHECKED BY: DRAWN BY:JOB: SURFACE PREP: GENERAL NOTES PAINT: ELECTRODES: MARK SYSTEM: REV STEEL: FOR APPROVAL08-07-20A BILL OF MATERIAL MARK MINOR MARK UNIT QTY DESCRIPTION LENGTH Ft In REMARKS WEIGHT UNIT STEEL GRADE BOZEMAN PUBLICSAFETY CENTER LANGLAS & ASSOCIATES PMN0382NO PAINT E70-60M OR E70LH FINISH : ---- STANDARD SSPC-SP2 COAT. INSP:WELD. INSP:LAYOUT:COATING:WELDER:QC DIM. INSP:COMP. DATE HEAT# B 08-13-20 FOR RE-APPROVAL 1-ss4_26 REQ'D 22 EMBED PLATES 02EM24 1/4 2 4 4 2 1-0 1611 10 18 24281/281/22 4 4 2 1-0 SW-TYP EMBED PLATE02EM24 20 1 PL1/2x8 1 0 1402EM24 A36 6 WS3/4 0 8 1ss4_2 A108 A Aug 7 2020 ISSUED FOR APPROVAL 198 JOB:DRAWN BY: CHECKED BY: JOB NUMBER: SHEET NO. CONTRACTOR: BACK CHARGES WILL NOT BE HONORED WITHOUT PRIOR AUTHORIZATION THESE DRAWINGS HAVE BEEN PREPARED IN ACCORDANCE WITH AISC CODE OF STANDARD PRACTICE FARGO NDMANDAN NDRAPID CITY SDBILLINGS MT TrueNorthSteel.com HOLES: BOLTS: MARK SYSTEM: STEEL: ELECTRODES: PAINT: SURFACE PREP: GENERAL NOTES REV DATE DESCRIPTION W SHAPES-A992, HSS-A500 GR.B, OTHERS-A36 15/16" Ø 7/8" Ø GKC NAS E70-60M OR E70-LH PRIMER B50WV8430 WHITE FINISH:----- SSPC-SP2 STANDARD A 08-13-2020 FOR APPROVAL BOZEMAN PUBLICSAFETY CENTER PMN0382LANGLAS & ASSOCIATES COATING:COAT. INSP:WELD. INSP:WELDER:DIM. INSP:LAYOUT:COMP. DATE HEAT#QC REVISE AS NOTEDB09-01-2020 BILL OF MATERIAL MARK MINOR MARK GRADE STEEL UNIT WEIGHT REMARKSFt In LENGTH DESCRIPTIONQTY TOTAL QTY UNIT 0 10-08-2020 FOR FABRICATION3/41/425/825/8333333341/214-71/4 71/251/211/2 3/4 3/4 6 3 3 1/42-513/16(1-HSS6x6x1/2x16-81/2) A500B 16-91/2 (P/P 16-91/2)3/8 3/8EL 114-3EL 97-51/2W30x108BMARK FACE "A" "SOUTH"C A A 1-PL p27_2 1-ss4_27 REQ'DCNTR 1-PL p34_2 1-PL p48_2CNTR 1-PL cp4_2CNTR Section A-A 02C1 ONE COLUMN 02C1 11/16 15/16x11/8 21/2 63/4 31/21-111/21-671/251/211/21-131/21-63 3 331-43/8 4-03/8 8-03/8 12-03/8 12-03/8 16-03/8 16-03/8 16-91/21/4 3/8 3/8 SW-TYP SQ CUTSQ CUTONE COLUMN02C1 644 1 1 HSS6x6x1/2 16 81/2 587S2E02C1 A500B 1 1 PL3/4x63/4 1 6 26p27_2 A572-50 1 1 PL1/2x6 0 6 5p48_2 A36 1 1 PL1/2x5 2 0 17p34_2 A36 1 1 PL1/4x6 0 6 3cp4_2 A36 7 7 WS3/4 0 8 1ss4_2 A108 A Aug 13 2020 FOR APPROVAL B Sep 1 2020 REVISE AS NOTED 0 Oct 8 2020 FOR FABRICATION 199 JOB:DRAWN BY: CHECKED BY: JOB NUMBER: SHEET NO. CONTRACTOR: BACK CHARGES WILL NOT BE HONORED WITHOUT PRIOR AUTHORIZATION THESE DRAWINGS HAVE BEEN PREPARED IN ACCORDANCE WITH AISC CODE OF STANDARD PRACTICE FARGO NDMANDAN NDRAPID CITY SDBILLINGS MT TrueNorthSteel.com HOLES: BOLTS: MARK SYSTEM: STEEL: ELECTRODES: PAINT: SURFACE PREP: GENERAL NOTES REV DATE DESCRIPTION W SHAPES-A992, HSS-A500 GR.B, OTHERS-A36 15/16" Ø 7/8" Ø GKC NAS E70-60M OR E70-LH FINISH:----- SSPC-SP2 STANDARD A 08-13-2020 FOR APPROVAL BOZEMAN PUBLICSAFETY CENTER PMN0382LANGLAS & ASSOCIATES COATING:COAT. INSP:WELD. INSP:WELDER:DIM. INSP:LAYOUT:COMP. DATE HEAT#QC REVISE AS NOTEDB09-01-2020 PRIMER B50WV8430 WHITE MARK GRADE STEEL UNIT WEIGHT REMARKSFt In LENGTH DESCRIPTIONQTY TOTAL QTY UNITMINOR MARK BILL OF MATERIAL FOR FABRICATION10-08-202003/41/433333314-63/4 6 3 83/8 3-43/8 7-43/8 11-43/8 3/161-1111/16(1-HSS6x6x1/2x16-01/2) A500B 16-11/2 (P/P 16-11/2)EL 114-3EL 98-11/2W24x62B MARK FACE "A" "SOUTH"C A A 1-PL p42_2 1-ss4_215 REQ'DCNTR 1-PL p22_2 1-PL p48_2CNTR 1-PL cp4_2CNTR Section A-A 02C2 ONE COLUMN 02C2 11/16 15/16x11/8 21/2 41/8341/8 3 3/4 3/4 3/43/433/8 71/8 11/233/871/811/21-025/8 11/2 77/8 1-0 25/811/277/815-43/8 3 3 3 3315-43/8 15-43/8 11-43/8 11-43/8 7-43/8 7-43/8 3-43/8 3-43/8 83/8 83/8 16-11/21/4 3/8 3/8 3/8 3/8 SW-TYP SQ CUTSQ CUT11/16 ONE COLUMN02C2 630 1 1 HSS6x6x1/2 16 01/2 563S2E02C2 A500B 1 1 PL3/4x12 1 0 31p42_2 A36 1 1 PL1/2x6 0 6 5p48_2 A36 1 1 PL1/2x5 1 6 13p22_2 A36 1 1 PL1/4x6 0 6 3cp4_2 A36 15 15 WS3/4 0 8 1ss4_2 A108 A Aug 13 2020 FOR APPROVAL B Sep 1 2020 REVISE AS NOTED 0 Oct 8 2020 FOR FABRICATION 200 JOB:DRAWN BY: CHECKED BY: JOB NUMBER: SHEET NO. CONTRACTOR: BACK CHARGES WILL NOT BE HONORED WITHOUT PRIOR AUTHORIZATION THESE DRAWINGS HAVE BEEN PREPARED IN ACCORDANCE WITH AISC CODE OF STANDARD PRACTICE FARGO NDMANDAN NDRAPID CITY SDBILLINGS MT TrueNorthSteel.com HOLES: BOLTS: MARK SYSTEM: STEEL: ELECTRODES: PAINT: SURFACE PREP: GENERAL NOTES REV DATE DESCRIPTION W SHAPES-A992, HSS-A500 GR.B, OTHERS-A36 15/16" Ø 7/8" Ø GKC NAS E70-60M OR E70-LH FINISH:----- SSPC-SP2 STANDARD A 08-13-2020 FOR APPROVAL BOZEMAN PUBLICSAFETY CENTER PMN0382LANGLAS & ASSOCIATES COATING:COAT. INSP:WELD. INSP:WELDER:DIM. INSP:LAYOUT:COMP. DATE HEAT#QC REVISE AS NOTEDB09-01-2020 PRIMER B50WV8430 WHITE MARK GRADE STEEL UNIT WEIGHT REMARKSFt In LENGTH DESCRIPTIONQTY TOTAL QTY UNITMINOR MARK BILL OF MATERIAL FOR FABRICATION10-08-20200SQ.CUT1/433333341/214-101/433 5 5 1/42-27/8(1-HSS6x6x1/2x16-81/2) A500B 16-91/2 (P/P 16-91/2)3/8 3/8EL 114-3EL 97-51/2W27x94B MARK FACE "A" "SOUTH"C A A 1-PL p29_2 1-ss4_210 REQ'DCNTR 1-PL p28_2 1-PL p48_2CNTR 1-PL cp4_2CNTR Section A-A 02C3 ONE COLUMN 02C3 AT GRID: 1.6 11/16 15/16x11/8 21/2 5511/21011/21-111/2 10 11/2 1-13/46 3 3 3 3 SQ.CUT16-91/28 8 4-03/8 4-03/8 8-03/8 8-03/8 12-03/8 12-03/8 16-03/8 16-03/8 1/4 3/8 3/8 SW-TYP ONE COLUMN02C3 655 1 1 HSS6x6x1/2 16 81/2 587S2E02C3 A500B 1 1 PL3/4x13 1 1 36p29_2 A572-50 1 1 PL1/2x6 0 6 5p48_2 A36 1 1 PL1/2x5 1 9 15p28_2 A36 1 1 PL1/4x6 0 6 3cp4_2 A36 10 10 WS3/4 0 8 1ss4_2 A108 A Aug 13 2020 FOR APPROVAL B Sep 1 2020 REVISE AS NOTED 0 Oct 8 2020 FOR FABRICATION 201 JOB:DRAWN BY: CHECKED BY: JOB NUMBER: SHEET NO. CONTRACTOR: BACK CHARGES WILL NOT BE HONORED WITHOUT PRIOR AUTHORIZATION THESE DRAWINGS HAVE BEEN PREPARED IN ACCORDANCE WITH AISC CODE OF STANDARD PRACTICE FARGO NDMANDAN NDRAPID CITY SDBILLINGS MT TrueNorthSteel.com HOLES: BOLTS: MARK SYSTEM: STEEL: ELECTRODES: PAINT: SURFACE PREP: GENERAL NOTES REV DATE DESCRIPTION W SHAPES-A992, HSS-A500 GR.B, OTHERS-A36 15/16" Ø 7/8" Ø GKC NAS E70-60M OR E70-LH PRIMER B50WV8430 WHITE FINISH:----- SSPC-SP2 STANDARD A 08-13-2020 FOR APPROVAL BOZEMAN PUBLICSAFETY CENTER PMN0382LANGLAS & ASSOCIATES COATING:COAT. INSP:WELD. INSP:WELDER:DIM. INSP:LAYOUT:COMP. DATE HEAT#QC REVISE AS NOTEDB09-01-2020 MARK GRADE STEEL UNIT WEIGHT REMARKSFt In LENGTH DESCRIPTIONQTY TOTAL QTY UNITMINOR MARK BILL OF MATERIAL FOR FABRICATION10-08-202001/433333315-23/433 41/241/241/2 41/2 1/4SQ.CUT1-117/8(1-HSS5x5x1/2x16-81/2) A500B 16-91/2 (P/P 16-91/2)3/8 3/8SQ CUTWp EL 114-3EL 97-51/2W24x76BMARK FACE "A" "SOUTH"C A A 1-PL p26_2 1-ss4_210 REQ'DCNTR 1-PL p48_2CNTR 1-PL p22_2 1-PL cp3_2CNTR Section A-A 02C4 ONE COLUMN 02C4 11/16 15/16x11/8 21/2 16-91/243/8 43/8 3-83/8 3-83/8 7-83/8 7-83/8 11-83/8 11-83/8 15-83/8 15-83/8 3/411/2 9 11/2 1-0 11/2911/21-021/2 351/2 3 3 3/8 3/8 1/4 SW-TYP ONE COLUMN02C4 533 1 1 HSS5x5x1/2 16 81/2 473S2E02C4 A500B 1 1 PL3/4x12 1 0 31p26_2 A572-50 1 1 PL1/2x6 0 6 5p48_2 A36 1 1 PL1/2x5 1 6 13p22_2 A36 1 1 PL1/4x5 0 5 2cp3_2 A36 10 10 WS3/4 0 8 1ss4_2 A108 A Aug 13 2020 FOR APPROVAL B Sep 1 2020 REVISE AS NOTED 0 Oct 8 2020 FOR FABRICATION 202 JOB:DRAWN BY: CHECKED BY: JOB NUMBER: SHEET NO. CONTRACTOR: BACK CHARGES WILL NOT BE HONORED WITHOUT PRIOR AUTHORIZATION THESE DRAWINGS HAVE BEEN PREPARED IN ACCORDANCE WITH AISC CODE OF STANDARD PRACTICE FARGO NDMANDAN NDRAPID CITY SDBILLINGS MT TrueNorthSteel.com HOLES: BOLTS: MARK SYSTEM: STEEL: ELECTRODES: PAINT: SURFACE PREP: GENERAL NOTES REV DATE DESCRIPTION W SHAPES-A992, HSS-A500 GR.B, OTHERS-A36 15/16" Ø 7/8" Ø GKC NAS E70-60M OR E70-LH PRIMER B50WV8430 WHITE FINISH:----- SSPC-SP2 STANDARD A 08-13-2020 FOR APPROVAL BOZEMAN PUBLICSAFETY CENTER PMN0382LANGLAS & ASSOCIATES COATING:COAT. INSP:WELD. INSP:WELDER:DIM. INSP:LAYOUT:COMP. DATE HEAT#QC REVISE AS NOTEDB09-01-2020 MARK GRADE STEEL UNIT WEIGHT REMARKSFt In LENGTH DESCRIPTIONQTY TOTAL QTY UNITMINOR MARK BILL OF MATERIAL FOR FABRICATION10-08-20200SQ.CUT1/4333313-83/433 51/2 3 21/2 3/161-43/8(1-HSS5x5x1/2x14-81/2) A500B 14-91/2 (P/P 14-91/2)3/8 3/8SQ CUTWp EL 114-3EL 99-51/2B MARK FACE "A" "SOUTH"W16x57C A A 1-PL p26_2 1-ss4_29 REQ'DCNTR 1-PL p10_2 1-PL p48_2CNTR 1-PL cp3_2CNTR Section A-A 02C5 ONE COLUMN 02C5 AT GRID: 1.12 11/16 15/16x11/8 21/2 3/414-91/283/8 83/8 2-03/8 2-03/8 6-03/8 6-03/8 10-03/8 10-03/8 14-03/8 3 3 41/241/211/2911/21-041/2 41/2 11/2 9 11/2 1-0 3/8 3/8 SW-TYP 1/4 ONE COLUMN02C5 469 1 1 HSS5x5x1/2 14 81/2 416S2E02C5 A500B 1 1 PL3/4x12 1 0 31p26_2 A572-50 1 1 PL1/2x6 0 6 5p48_2 A36 1 1 PL3/8x5 1 0 6p10_2 A36 1 1 PL1/4x5 0 5 2cp3_2 A36 9 9 WS3/4 0 8 1ss4_2 A108 A Aug 13 2020 FOR APPROVAL B Sep 1 2020 REVISE AS NOTED 0 Oct 8 2020 FOR FABRICATION 203 JOB:DRAWN BY: CHECKED BY: JOB NUMBER: SHEET NO. CONTRACTOR: BACK CHARGES WILL NOT BE HONORED WITHOUT PRIOR AUTHORIZATION THESE DRAWINGS HAVE BEEN PREPARED IN ACCORDANCE WITH AISC CODE OF STANDARD PRACTICE FARGO NDMANDAN NDRAPID CITY SDBILLINGS MT TrueNorthSteel.com HOLES: BOLTS: MARK SYSTEM: STEEL: ELECTRODES: PAINT: SURFACE PREP: GENERAL NOTES REV DATE DESCRIPTION W SHAPES-A992, HSS-A500 GR.B, OTHERS-A36 15/16" Ø 7/8" Ø GKC NAS E70-60M OR E70-LH PRIMER B50WV8430 WHITE FINISH:----- SSPC-SP2 STANDARD A 08-13-2020 FOR APPROVAL BOZEMAN PUBLICSAFETY CENTER PMN0382LANGLAS & ASSOCIATES COATING:COAT. INSP:WELD. INSP:WELDER:DIM. INSP:LAYOUT:COMP. DATE HEAT#QC REVISE AS NOTEDB09-01-2020 MARK GRADE STEEL UNIT WEIGHT REMARKSFt In LENGTH DESCRIPTIONQTY TOTAL QTY UNITMINOR MARK BILL OF MATERIAL FOR FABRICATION10-08-20200SQ.CUT1/433333314-23/4 33329-73/4 17-103/4 19-73/433 41/241/241/2 41/2 4 21/2 11/2 51/2 3 21/2 1/8 1/415-91/214-82-01/81-17/8(1-HSS5x5x1/2x30-41/2) A500B 30-51/2 (P/P 30-51/2)3/8 3/8 3/8 3/8SQ CUTWp EL 128-11EL 98-51/2EL 114-3W24x84B MARK FACE "A" "SOUTH"W14x26C A A B B 1-PL p26_2 1-ss4_210 REQ'DCNTR 1-PL p24_2 1-PL p30_2CNTR 1-PL p30_2CNTR 1-PL p48_2CNTR 1-PL p22_2 1-PL cp3_2CNTR Section A-A 02C6 Section B-B 02C6 ONE COLUMN 02C6 11/16 15/16x11/8 13/16 15/16x11/8 21/2 11/2911/21-011/2 9 11/2 1-03/430-51/23 3 93/4 93/4 3-53/43-53/4 7-53/4 7-53/4 11-53/4 11-53/4 15-53/4 15-53/4 1-9SAFETY CABLE HOLE321/2 51/2 1/4 3/8 3/8 TYP3/16 3/16 SW-TYP ONE COLUMN02C6 927 1 1 HSS5x5x1/2 30 41/2 860S2E02C6 A500B 1 1 PL3/4x12 1 0 31p26_2 A572-50 1 1 PL1/2x6 0 6 5p48_2 A36 1 1 PL1/2x5 1 6 13p22_2 A36 1 1 PL3/8x5 0 9 5p24_2 A36 2 2 PL3/8x3 0 3 1p30_2 A36 1 1 PL1/4x5 0 5 2cp3_2 A36 10 10 WS3/4 0 8 1ss4_2 A108 A Aug 13 2020 FOR APPROVAL B Sep 1 2020 REVISE AS NOTED 0 Oct 8 2020 FOR FABRICATION 204 JOB:DRAWN BY: CHECKED BY: JOB NUMBER: SHEET NO. CONTRACTOR: BACK CHARGES WILL NOT BE HONORED WITHOUT PRIOR AUTHORIZATION THESE DRAWINGS HAVE BEEN PREPARED IN ACCORDANCE WITH AISC CODE OF STANDARD PRACTICE FARGO NDMANDAN NDRAPID CITY SDBILLINGS MT TrueNorthSteel.com HOLES: BOLTS: MARK SYSTEM: STEEL: ELECTRODES: PAINT: SURFACE PREP: GENERAL NOTES REV DATE DESCRIPTION W SHAPES-A992, HSS-A500 GR.B, OTHERS-A36 15/16" Ø 7/8" Ø GKC NAS E70-60M OR E70-LH PRIMER B50WV8430 WHITE FINISH:----- SSPC-SP2 STANDARD A 08-13-2020 FOR APPROVAL BOZEMAN PUBLICSAFETY CENTER PMN0382LANGLAS & ASSOCIATES COATING:COAT. INSP:WELD. INSP:WELDER:DIM. INSP:LAYOUT:COMP. DATE HEAT#QC REVISE AS NOTEDB09-01-2020 MARK GRADE STEEL UNIT WEIGHT REMARKSFt In LENGTH DESCRIPTIONQTY TOTAL QTY UNITMINOR MARK BILL OF MATERIAL FOR FABRICATION10-08-20200SQ.CUTSQ.CUT16-23/4 17-113/4 30-103/4 32-73/4 16-23/4 17-113/4 30-103/4 32-73/4 33333333333333312-93/4 27-53/4 37-41/433 41/2 11/2 3 6 3 3 6 3 3 6 3 3 41/2 41/2 11/2 3 3 3/16 3/16 3/16 15-67/8 35-67/8 14-11/214-89-101/21-91-91-813/16(1-HSS6x6x1/2x38-7) A500B 38-8 (P/P 38-8)TYP3/8 3/8Wp EL 138-91/2EL 100-11/2B MARK FACE "A" "SOUTH"EL 128-11EL 114-3W21x62W21x62W21x55C A A B B C C 1-PL p27_2 1-PL p30_28 REQ'DCNTR 1-PL p23_2 1-PL p23_2 1-PL p23_2 1-ss4_220 REQ'DCNTR 1-PL p48_2CNTR 1-PL cp4_2CNTR Section A-A 02C7 Section B-B 02C7 Section C-C 02C7 ONE COLUMN 02C7 11/16 13/16 15/16x11/8 21/2 3/43/425/811/225/863/42 51/2 51/2 2 11/2 1-3 11/2 1-63/4107/8 107/8 3-67/8 3-67/8 7-67/87-67/8 11-67/8 11-67/8 15-67/8 15-67/81-9SAFETY CABLE HOLE11/2 3 19-67/8 19-67/8 23-67/8 23-67/8 27-67/8 27-67/81-9SAFETY CABLE HOLE31-67/8 31-67/8 35-67/8 35-67/8 3 1/41-9SAFETY CABLE HOLE11/2 3 41/2 1-9SAFETY CABLE HOLE38-81/4 3/8 3/8 SW-TYP TYP 3/16 3/16 13/16 13/16 13/16 15/16x11/8 15/16x11/8 ONE COLUMN02C7 1440 1 1 HSS6x6x1/2 38 7 1355S2E02C7 A500B 1 1 PL3/4x63/4 1 6 26p27_2 A572-50 1 1 PL1/2x6 0 6 5p48_2 A36 3 3 PL3/8x5 1 3 8p23_2 A36 8 8 PL3/8x3 0 3 1p30_2 A36 1 1 PL1/4x6 0 6 3cp4_2 A36 20 20 WS3/4 0 8 1ss4_2 A108 A Aug 13 2020 FOR APPROVAL B Sep 1 2020 REVISE AS NOTED 0 Oct 8 2020 FOR FABRICATION 205 JOB:DRAWN BY: CHECKED BY: JOB NUMBER: SHEET NO. CONTRACTOR: BACK CHARGES WILL NOT BE HONORED WITHOUT PRIOR AUTHORIZATION THESE DRAWINGS HAVE BEEN PREPARED IN ACCORDANCE WITH AISC CODE OF STANDARD PRACTICE FARGO NDMANDAN NDRAPID CITY SDBILLINGS MT TrueNorthSteel.com HOLES: BOLTS: MARK SYSTEM: STEEL: ELECTRODES: PAINT: SURFACE PREP: GENERAL NOTES REV DATE DESCRIPTION W SHAPES-A992, HSS-A500 GR.B, OTHERS-A36 15/16" Ø 7/8" Ø GKC NAS E70-60M OR E70-LH PRIMER B50WV8430 WHITE FINISH:----- SSPC-SP2 STANDARD A 08-13-2020 FOR APPROVAL BOZEMAN PUBLICSAFETY CENTER PMN0382LANGLAS & ASSOCIATES COATING:COAT. INSP:WELD. INSP:WELDER:DIM. INSP:LAYOUT:COMP. DATE HEAT#QC REVISE AS NOTEDB09-01-2020 MARK GRADE STEEL UNIT WEIGHT REMARKSFt In LENGTH DESCRIPTIONQTY TOTAL QTY UNITMINOR MARK BILL OF MATERIAL FOR FABRICATION10-08-20200SQ.CUTSQ.CUT3333333333312-63/4 27-03/4 16-23/4 17-113/4 3333333341/211-81/43341/2 11/2 3 6 3 3 6 3 3 6 3 3 3 9/1611/414-11/214-31-813/161-117/814-11/214-32-87/8(1-HSS6x6x1/2x28-31/2) A500B 28-41/2 (P/P 28-41/2)3/8 3/83/8 3/8 3/8 3/8Wp EL 128-6EL 100-11/2EL 114-3W21x55W24x76B MARK FACE "A" "SOUTH"EL 114-3W33x118C A A B B 1-PL p27_2 1-PL p30_2CNTR 1-PL p30_2CNTR 1-PL p33_2 1-ss4_210 REQ'D 1-PL p48_2CNTR 1-PL p22_2 1-PL p23_2 1-PL cp4_2CNTR Section A-A 02C8 Section B-B 02C8 ONE COLUMN 02C8 11/16 13/16 15/16x11/8 21/2 15/16x11/8 15/16x11/8 2 51/2 51/2 2 11/2 1-3 11/2 1-6 3/43/425/811/225/863/43/4107/8107/8 3-67/83-67/8 7-67/8 7-67/8 11-67/8 11-67/8 19-67/8 15-67/8 3 1/41-9SAFETY CABLE HOLE28-41/21/4 3/8 3/8 TYP 3/16 3/16 SW-TYP ONE COLUMN02C8 1079 1 1 HSS6x6x1/2 28 31/2 993S2E02C8 A500B 1 1 PL3/4x63/4 1 6 26p27_2 A572-50 1 1 PL1/2x6 0 6 5p48_2 A36 1 1 PL1/2x5 2 3 19p33_2 A36 1 1 PL1/2x5 1 6 13p22_2 A36 1 1 PL3/8x5 1 3 8p23_2 A36 2 2 PL3/8x3 0 3 1p30_2 A36 1 1 PL1/4x6 0 6 3cp4_2 A36 10 10 WS3/4 0 8 1ss4_2 A108 A Aug 13 2020 FOR APPROVAL B Sep 1 2020 REVISE AS NOTED 0 Oct 8 2020 FOR FABRICATION 206 JOB:DRAWN BY: CHECKED BY: JOB NUMBER: SHEET NO. CONTRACTOR: BACK CHARGES WILL NOT BE HONORED WITHOUT PRIOR AUTHORIZATION THESE DRAWINGS HAVE BEEN PREPARED IN ACCORDANCE WITH AISC CODE OF STANDARD PRACTICE FARGO NDMANDAN NDRAPID CITY SDBILLINGS MT TrueNorthSteel.com HOLES: BOLTS: MARK SYSTEM: STEEL: ELECTRODES: PAINT: SURFACE PREP: GENERAL NOTES REV DATE DESCRIPTION W SHAPES-A992, HSS-A500 GR.B, OTHERS-A36 15/16" Ø 7/8" Ø GKC NAS E70-60M OR E70-LH PRIMER B50WV8430 WHITE FINISH:----- SSPC-SP2 STANDARD A 08-13-2020 FOR APPROVAL BOZEMAN PUBLICSAFETY CENTER PMN0382LANGLAS & ASSOCIATES COATING:COAT. INSP:WELD. INSP:WELDER:DIM. INSP:LAYOUT:COMP. DATE HEAT#QC REVISE AS NOTEDB09-01-2020 MARK GRADE STEEL UNIT WEIGHT REMARKSFt In LENGTH DESCRIPTIONQTY TOTAL QTY UNITMINOR MARK BILL OF MATERIAL FOR FABRICATION10-08-202001/4333333333313-03/4 27-23/433 SQ.CUT3/161/814-11/214-81-1111/161-511/16(1-HSS5x5x3/8x28-81/2) A500B 28-91/2 (P/P 28-91/2)3/8 3/8 3/8 3/8SQ CUTWp EL 128-11EL 100-11/2EL 114-3W24x62W18x35BMARK FACE "A" "SOUTH"A A A B B 1-PL p38_2 1-ss4_216 REQ'DCNTR 1-PL p48_2CNTR 1-PL p10_2 1-PL p22_2 1-PL cp3_2CNTR Section A-A 02C9 Section B-B 02C9 ONE COLUMN 02C9 11/16 21/2 15/16x11/8 15/16x11/8 43/8 3-03/8 7-03/8 11-03/8 15-03/8 19-03/8 27-03/8 23-03/8 43/8 3-03/8 7-03/8 11-03/8 15-03/8 19-03/8 23-03/8 27-03/8 51/2 21/2 3 3 3 28-91/23/451/2 21/2 3 3/43/421/811/273/83 35/8 11/2 65/8 27/8 3/4 3/4 73/8 11/2 21/8 35/8327/865/811/21111 3/8 3/8 SW-TYP 11/16 ONE COLUMN02C9 708 1 1 HSS5x5x3/8 28 81/2 640S2E02C9 A500B 1 1 PL3/4x11 0 11 26p38_2 A572-50 1 1 PL1/2x6 0 6 5p48_2 A36 1 1 PL1/2x5 1 6 13p22_2 A36 1 1 PL3/8x5 1 0 6p10_2 A36 1 1 PL1/4x5 0 5 2cp3_2 A36 16 16 WS3/4 0 8 1ss4_2 A108 A Aug 13 2020 FOR APPROVAL B Sep 1 2020 REVISE AS NOTED 0 Oct 8 2020 FOR FABRICATION 207 JOB:DRAWN BY: CHECKED BY: JOB NUMBER: SHEET NO. CONTRACTOR: BACK CHARGES WILL NOT BE HONORED WITHOUT PRIOR AUTHORIZATION THESE DRAWINGS HAVE BEEN PREPARED IN ACCORDANCE WITH AISC CODE OF STANDARD PRACTICE FARGO NDMANDAN NDRAPID CITY SDBILLINGS MT TrueNorthSteel.com HOLES: BOLTS: MARK SYSTEM: STEEL: ELECTRODES: PAINT: SURFACE PREP: GENERAL NOTES REV DATE DESCRIPTION W SHAPES-A992, HSS-A500 GR.B, OTHERS-A36 15/16" Ø 7/8" Ø GKC NAS E70-60M OR E70-LH PRIMER B50WV8430 WHITE FINISH:----- SSPC-SP2 STANDARD A 08-13-2020 FOR APPROVAL BOZEMAN PUBLICSAFETY CENTER PMN0382LANGLAS & ASSOCIATES COATING:COAT. INSP:WELD. INSP:WELDER:DIM. INSP:LAYOUT:COMP. DATE HEAT#QC REVISE AS NOTEDB09-01-2020 MARK GRADE STEEL UNIT WEIGHT REMARKSFt In LENGTH DESCRIPTIONQTY TOTAL QTY UNITMINOR MARK BILL OF MATERIAL FOR FABRICATION10-08-20200SQ.CUTSQ.CUT33333329-103/4 42-23/4 3330-103/4 42-611/16 3333333333333215/1615-83/4 30-43/4 42-53/4 3333215/161/1642-83/4 10 5 5 13/413/441/241/241/2 41/2 51/2 3 21/2 51/2 21/2 3 51/2 3 21/2 7 41/2 21/2 51/2 21/2 3 3/16 3/16 1/41/8 1/83/1631-51/212-615/161/1621/21-102-01/831-51/212-615/1621/21-61-03/1616-91/214-812-615/161/161-91-41-43/81/161-9(1-HSS5x5x1/2x43-111/4) A500B 44-07/16 (P/P 44-01/2)TYP 3/8 3/8 3/8 3/8 3/8 3/8 3/8 3/8 1/4 1/4EL 141-81/2EL 128-11EL 97-51/222K6W24x84EL 141-87/16EL 128-1118K5W12x26B MARK FACE "A" "SOUTH"EL 141-6EL 128-11EL 114-3W21x62W16x40W16x57EL 141-6W21x62C A A B B C C 1-PL p128_2 1-PL p26_2 1-PL p10_2 1-PL p10_2 1-PL p31_2 1-ss4_210 REQ'DCNTR 1-PL p23_2 1-PL p22_2 1-PL p13_2CNTR 1-PL p13_2CNTR 1-PL p25_2 Section A-A 02C10 Section B-B 02C10 Section C-C 02C10 ONE COLUMN 02C10 9/16 11/16 15/16x11/8 15/16x11/8 15/16x11/8 15/16x11/8 13/16 13/16 15/16x11/8 44-01/211/2911/21-011/2 9 11/2 1-0 67/8 3/43-107/8 7-107/8 11-107/8 15-107/8 3 21/2 51/2 67/8 3-107/8 7-107/8 11-107/8 15-107/8 3 21/2 51/2 21/2 41/2 71/231/21/4 SW-TYP TYP 5/16 5/16 1/4 15/16x11/8 ONE COLUMN02C10 1351 1 1 HSS5x5x1/2 43 111/4 1243S2E02C10 A500B 1 1 PL3/4x12 1 0 31p26_2 A572-50 2 2 PL1/2x6 0 6 5p13_2 A36 1 1 PL1/2x51/2 1 1 10p128_2 A36 1 1 PL1/2x5 1 6 13p22_2 A36 1 1 PL3/8x5 1 6 10p31_2 A36 1 1 PL3/8x5 1 3 8p23_2 A36 2 2 PL3/8x5 1 0 6p10_2 A36 1 1 PL3/8x5 0 6 3p25_2 A36 10 10 WS3/4 0 8 1ss4_2 A108 A Aug 13 2020 FOR APPROVAL B Sep 1 2020 REVISE AS NOTED 0 Oct 8 2020 FOR FABRICATION 208 JOB:DRAWN BY: CHECKED BY: JOB NUMBER: SHEET NO. CONTRACTOR: BACK CHARGES WILL NOT BE HONORED WITHOUT PRIOR AUTHORIZATION THESE DRAWINGS HAVE BEEN PREPARED IN ACCORDANCE WITH AISC CODE OF STANDARD PRACTICE FARGO NDMANDAN NDRAPID CITY SDBILLINGS MT TrueNorthSteel.com HOLES: BOLTS: MARK SYSTEM: STEEL: ELECTRODES: PAINT: SURFACE PREP: GENERAL NOTES REV DATE DESCRIPTION W SHAPES-A992, HSS-A500 GR.B, OTHERS-A36 15/16" Ø 7/8" Ø GKC NAS E70-60M OR E70-LH PRIMER B50WV8430 WHITE FINISH:----- SSPC-SP2 STANDARD A 08-13-2020 FOR APPROVAL BOZEMAN PUBLICSAFETY CENTER PMN0382LANGLAS & ASSOCIATES B 08-14-2020 FOR RE-APPROVAL COATING:COAT. INSP:WELD. INSP:WELDER:DIM. INSP:LAYOUT:COMP. DATE HEAT#QC REVISE AS NOTEDC09-01-2020 MARK GRADE STEEL UNIT WEIGHT REMARKSFt In LENGTH DESCRIPTIONQTY TOTAL QTY UNITMINOR MARK BILL OF MATERIAL FOR FABRICATION10-08-20200SQ.CUT1/4333313-83/4 3333313-53/433 41/241/251/2 21/2 3 51/2 3 21/2 3/16 3/161-43/81-813/16(1-HSS5x5x1/2x14-81/2) A500B 14-91/2 (P/P 14-91/2)3/8 3/8 3/8 3/8SQ CUTWp EL 114-3EL 99-51/2B MARK FACE "A" "SOUTH"W16x57W21x55C A A 1-PL p26_2 1-PL p10_2 1-PL p23_2 1-ss4_210 REQ'DCNTR 1-PL p48_2CNTR 1-PL cp3_2CNTR Section A-A 02C11 ONE COLUMN 02C11 11/16 15/16x11/8 21/2 11/2911/21-041/2 41/2 11/2 9 11/2 1-03/463/8 63/8 1-103/81-103/8 5-103/8 5-103/8 9-103/8 9-103/8 13-103/8 13-103/8 3 3 14-91/21/4 SW-TYP 3/8 3/8 ONE COLUMN02C11 478 1 1 HSS5x5x1/2 14 81/2 416S2E02C11 A500B 1 1 PL3/4x12 1 0 31p26_2 A572-50 1 1 PL1/2x6 0 6 5p48_2 A36 1 1 PL3/8x5 1 3 8p23_2 A36 1 1 PL3/8x5 1 0 6p10_2 A36 1 1 PL1/4x5 0 5 2cp3_2 A36 10 10 WS3/4 0 8 1ss4_2 A108 A Aug 13 2020 FOR APPROVAL B Aug 14 2020 FOR RE APPROVAL C Sep 1 2020 REVISE AS NOTED 0 Oct 8 2020 FOR FABRICATION 209 JOB:DRAWN BY: CHECKED BY: JOB NUMBER: SHEET NO. CONTRACTOR: BACK CHARGES WILL NOT BE HONORED WITHOUT PRIOR AUTHORIZATION THESE DRAWINGS HAVE BEEN PREPARED IN ACCORDANCE WITH AISC CODE OF STANDARD PRACTICE FARGO NDMANDAN NDRAPID CITY SDBILLINGS MT TrueNorthSteel.com HOLES: BOLTS: MARK SYSTEM: STEEL: ELECTRODES: PAINT: SURFACE PREP: GENERAL NOTES REV DATE DESCRIPTION W SHAPES-A992, HSS-A500 GR.B, OTHERS-A36 15/16" Ø 7/8" Ø GKC NAS E70-60M OR E70-LH PRIMER B50WV8430 WHITE FINISH:----- SSPC-SP2 STANDARD A 08-13-2020 FOR APPROVAL BOZEMAN PUBLICSAFETY CENTER PMN0382LANGLAS & ASSOCIATES COATING:COAT. INSP:WELD. INSP:WELDER:DIM. INSP:LAYOUT:COMP. DATE HEAT#QC REVISE AS NOTEDB09-01-2020 MARK GRADE STEEL UNIT WEIGHT REMARKSFt In LENGTH DESCRIPTIONQTY TOTAL QTY UNITMINOR MARK BILL OF MATERIAL FOR FABRICATION10-08-202001/2333333333315-83/4 29-103/4 43-11/8 43-51/16 3333343-71/8 3333343-71/8 10 5 5 13/413/441/241/241/2 41/2 51/2 3 21/2 51/2 21/2 3 7 21/2 41/2 3/16 3/16 3/161/8SQ.CUT16-91/214-813-53/821/21-101-1111/161-511/1627/161-61-91-813/16(1-HSS5x5x1/2x44-95/8) A500B 44-107/8 (P/P 44-107/8)3/8 3/8 TYP 3/8 3/8 3/8 3/8EL 142-67/8EL 128-11EL 114-3EL 97-51/222K6W24x62W18x35EL 142-613/1618K5BMARK FACE "A" "SOUTH"W21x62W21x50C A A B B C C 1-PL p128_2 1-PL p26_2 1-ss4_218 REQ'DCNTR 1-PL p23_2 1-PL p23_2 1-PL p10_2 1-PL p22_2 1-PL p13_2CNTR 1-PL p13_2CNTR Section A-A 02C12 Section B-B 02C12 Section C-C 02C12 ONE COLUMN 02C12 9/16 11/16 15/16x11/8 15/16x11/8 15/16x11/8 13/16 44-107/83/411/2 9 11/2 1-0 11/2911/21-043/843/8 31-83/8 31-83/8 27-83/8 27-83/8 23-83/8 23-83/8 19-83/8 19-83/8 15-83/8 15-83/8 11-83/8 11-83/8 7-83/8 7-83/8 3-83/8 3-83/8 3 21/2 51/2 3 21/2 51/2 7 41/2 21/2SQ.CUT31/21/4 1/4 SW-TYP TYP 5/16 5/16 ONE COLUMN02C12 1373 1 1 HSS5x5x1/2 44 95/8 1268S2E02C12 A500B 1 1 PL3/4x12 1 0 31p26_2 A572-50 2 2 PL1/2x6 0 6 5p13_2 A36 1 1 PL1/2x51/2 1 1 10p128_2 A36 1 1 PL1/2x5 1 6 13p22_2 A36 2 2 PL3/8x5 1 3 8p23_2 A36 1 1 PL3/8x5 1 0 6p10_2 A36 18 18 WS3/4 0 8 1ss4_2 A108 A Aug 13 2020 FOR APPROVAL B Sep 1 2020 REVISE AS NOTED 0 Oct 8 2020 FOR FABRICATION 210 JOB:DRAWN BY: CHECKED BY: JOB NUMBER: SHEET NO. CONTRACTOR: BACK CHARGES WILL NOT BE HONORED WITHOUT PRIOR AUTHORIZATION THESE DRAWINGS HAVE BEEN PREPARED IN ACCORDANCE WITH AISC CODE OF STANDARD PRACTICE FARGO NDMANDAN NDRAPID CITY SDBILLINGS MT TrueNorthSteel.com HOLES: BOLTS: MARK SYSTEM: STEEL: ELECTRODES: PAINT: SURFACE PREP: GENERAL NOTES REV DATE DESCRIPTION W SHAPES-A992, HSS-A500 GR.B, OTHERS-A36 15/16" Ø 7/8" Ø GKC NAS E70-60M OR E70-LH PRIMER B50WV8430 WHITE FINISH:----- SSPC-SP2 STANDARD A 08-13-2020 FOR APPROVAL BOZEMAN PUBLICSAFETY CENTER PMN0382LANGLAS & ASSOCIATES COATING:COAT. INSP:WELD. INSP:WELDER:DIM. INSP:LAYOUT:COMP. DATE HEAT#QC REVISE AS NOTEDB09-01-2020 MARK GRADE STEEL UNIT WEIGHT REMARKSFt In LENGTH DESCRIPTIONQTY TOTAL QTY UNITMINOR MARK BILL OF MATERIAL FOR FABRICATION10-08-20200SQ.CUT1/433333313-113/4 16-103/4 18-73/4 28-73/4 31-63/4 33-33/4 3333333333313-23/4 28-13/4 333342-63/4 3333313-53/433 41/241/251/2 51/2 3 21/2 4 11/2 21/2 4 11/2 21/2 51/251/2 51/2 3 21/2 3/16 1/83/163/163/16 1/814-91/214-814-21-111/161-111/1614-91/214-814-21-91-1111/161-414-91/228-101-91/8(1-HSS5x5x1/2x43-61/2) A500B 43-71/2 (P/P 43-71/2)3/8 3/8 TYP3/8 3/8 TYP 3/8 3/8 3/8 3/8SQ CUTWp EL 143-1EL 128-11EL 114-3EL 99-51/2W14x43W14x43EL 128-11EL 114-3W21x62W24x62B MARK FACE "A" "SOUTH"W16x40EL 114-3W21x57C A A B B C C D D 1-PL p36_22 REQ"D 1-PL p26_2 1-ss4_218 REQ'DCNTR 1-PL p10_2 1-PL p23_2 1-PL p24_2 1-PL p24_2 1-PL p48_2CNTR 1-PL p30_2CNTR 1-PL p30_2CNTR 1-PL p30_2CNTR 1-PL p30_2CNTR 1-PL p22_2 1-PL p23_2 1-PL p36_2 1-PL cp3_2CNTR Section A-A 02C13 Section B-B 02C13 Section C-C 02C13 Section D-D 02C13 ONE COLUMN 02C13 AT GRID: 1.15 11/16 15/16x11/8 15/16x11/8 15/16x11/8 13/16 15/16x11/8 21/2 41/2 41/2 11/2 9 11/2 1-0 11/2911/21-03/43 21/221/2 3 13-65/161-9SAFETY CABLE HOLE28-25/16 51/2 21/2 31-9SAFETY CABLE HOLE3 3 67/8 67/8 3-107/8 3-107/8 7-107/8 7-107/8 11-107/8 11-107/8 15-107/8 15-107/8 19-107/8 19-107/8 23-107/8 23-107/8 27-107/8 27-107/8 31-107/8 31-107/8 21/2 3 55101-2 21/2 1-41/2 3/16 3/16TYP 3/16 3/16 3/8 3/8 TYP 3/8 3/8 SW-TYP 1/4 13/16 ONE COLUMN02C13 1396 1 1 HSS5x5x1/2 43 61/2 1232S2E02C13 A500B 1 1 PL3/4x12 1 0 31p26_2 A572-50 2 2 PL3/4x10 1 2 30p36_2 A36 1 1 PL1/2x6 0 6 5p48_2 A36 1 1 PL1/2x5 1 6 13p22_2 A36 2 2 PL3/8x5 1 3 8p23_2 A36 1 1 PL3/8x5 1 0 6p10_2 A36 2 2 PL3/8x5 0 9 5p24_2 A36 4 4 PL3/8x3 0 3 1p30_2 A36 1 1 PL1/4x5 0 5 2cp3_2 A36 18 18 WS3/4 0 8 1ss4_2 A108 A Aug 13 2020 FOR APPROVAL B Sep 1 2020 REVISE AS NOTED 0 Oct 8 2020 FOR FABRICATION 211 JOB:DRAWN BY: CHECKED BY: JOB NUMBER: SHEET NO. CONTRACTOR: BACK CHARGES WILL NOT BE HONORED WITHOUT PRIOR AUTHORIZATION THESE DRAWINGS HAVE BEEN PREPARED IN ACCORDANCE WITH AISC CODE OF STANDARD PRACTICE FARGO NDMANDAN NDRAPID CITY SDBILLINGS MT TrueNorthSteel.com HOLES: BOLTS: MARK SYSTEM: STEEL: ELECTRODES: PAINT: SURFACE PREP: GENERAL NOTES REV DATE DESCRIPTION W SHAPES-A992, HSS-A500 GR.B, OTHERS-A36 15/16" Ø 7/8" Ø GKC NAS E70-60M OR E70-LH PRIMER B50WV8430 WHITE FINISH:----- SSPC-SP2 STANDARD A 08-13-2020 FOR APPROVAL BOZEMAN PUBLICSAFETY CENTER PMN0382LANGLAS & ASSOCIATES COATING:COAT. INSP:WELD. INSP:WELDER:DIM. INSP:LAYOUT:COMP. DATE HEAT#QC REVISE AS NOTEDB09-01-2020 MARK GRADE STEEL UNIT WEIGHT REMARKSFt In LENGTH DESCRIPTIONQTY TOTAL QTY UNITMINOR MARK BILL OF MATERIAL FOR FABRICATION10-08-202001/43333333333315-23/4 30-13/4 333331/444-39/16 33330-73/433 41/241/241/2 41/2 51/2 51/2 3 21/2 51/2 51/2 3 21/2 11/16 3/163/16SQ.CUT16-91/214-814-21/161-91-1111/161-83/431-51/214-21/161-17/8(1-HSS5x5x1/2x45-69/16) A500B 45-79/16 (P/P 45-79/16)TYP 3/8 3/8 3/8 3/8SQ CUTWp EL 143-11/16EL 128-11EL 114-3EL 97-51/2W21x62W24x62BMARK FACE "A" "SOUTH"W21x50EL 128-11W14x26C A A B B C C 1-PL p26_2 1-ss4_216 REQ'DCNTR 1-PL p23_2 1-PL p24_2 1-PL p22_2 1-PL p23_2 1-PL p48_2CNTR 1-PL cp3_2CNTR Section A-A 02C14 Section B-B 02C14 Section C-C 02C14 ONE COLUMN 02C14 AT GRID: 1.15 11/16 15/16x11/8 15/16x11/8 15/16x11/8 21/2 11/2 9 11/2 1-0 11/2911/21-03/443/8 43/8 4-43/8 4-43/8 28-43/828-43/8 24-43/8 24-43/8 20-43/8 20-43/8 16-43/8 16-43/8 12-43/8 12-43/8 8-43/8 8-43/8 3 21/2 21/2 3 3 3 1/4 3/8 3/8 3/8 3/8 SW-TYP 15/16x11/8 ONE COLUMN02C14 1377 1 1 HSS5x5x1/2 45 69/16 1289S2E02C14 A500B 1 1 PL3/4x12 1 0 31p26_2 A572-50 1 1 PL1/2x6 0 6 5p48_2 A36 1 1 PL1/2x5 1 6 13p22_2 A36 2 2 PL3/8x5 1 3 8p23_2 A36 1 1 PL3/8x5 0 9 5p24_2 A36 1 1 PL1/4x5 0 5 2cp3_2 A36 16 16 WS3/4 0 8 1ss4_2 A108 A Aug 13 2020 FOR APPROVAL B Sep 1 2020 REVISE AS NOTED 0 Oct 8 2020 FOR FABRICATION 212 JOB:DRAWN BY: CHECKED BY: JOB NUMBER: SHEET NO. CONTRACTOR: BACK CHARGES WILL NOT BE HONORED WITHOUT PRIOR AUTHORIZATION THESE DRAWINGS HAVE BEEN PREPARED IN ACCORDANCE WITH AISC CODE OF STANDARD PRACTICE FARGO NDMANDAN NDRAPID CITY SDBILLINGS MT TrueNorthSteel.com HOLES: BOLTS: MARK SYSTEM: STEEL: ELECTRODES: PAINT: SURFACE PREP: GENERAL NOTES REV DATE DESCRIPTION W SHAPES-A992, HSS-A500 GR.B, OTHERS-A36 15/16" Ø 7/8" Ø GKC NAS E70-60M OR E70-LH PRIMER B50WV8430 WHITE FINISH:----- SSPC-SP2 STANDARD A 08-13-2020 FOR APPROVAL BOZEMAN PUBLICSAFETY CENTER PMN0382LANGLAS & ASSOCIATES COATING:COAT. INSP:WELD. INSP:WELDER:DIM. INSP:LAYOUT:COMP. DATE HEAT#QC REVISE AS NOTEDB09-01-2020 MARK GRADE STEEL UNIT WEIGHT REMARKSFt In LENGTH DESCRIPTIONQTY TOTAL QTY UNITMINOR MARK BILL OF MATERIAL FOR FABRICATION10-08-20200SQ.CUT1/433333333333321/229-103/4 41-51/4 333333333315-83/4 41-73/433 41/241/241/2 41/2 51/2 21/2 3 3/16 1/41/43/1631-51/211-61/221/21-1111/162-01/816-91/226-51-91-43/8(1-HSS5x5x1/2x43-11/2) A500B 43-21/2 (P/P 43-21/2)3/8 3/8 3/8 3/8 TYP3/8 3/8SQ CUTWp EL 140-8EL 140-51/2EL 128-11EL 97-51/2W24x62W24x84B MARK FACE "A" "SOUTH"EL 114-3W21x62W16x57C A A B B C C 1-PL p26_2 1-ss4_216 REQ'DCNTR 1-PL p10_2 1-PL p31_2 1-PL p22_2 1-PL p22_2 1-PL p48_2CNTR 1-PL cp3_2CNTR Section A-A 02C15 Section B-B 02C15 Section C-C 02C15 ONE COLUMN 02C15 AT GRID: 1.6 11/16 15/16x11/8 15/16x11/8 15/16x11/8 21/2 11/2 9 11/2 1-0 11/2911/21-03/443-21/221/2 3 51/2 67/8 4-67/8 8-67/8 12-67/8 16-67/8 20-67/8 28-67/8 24-67/8 67/8 4-67/8 8-67/8 12-67/8 16-67/8 20-67/8 24-67/8 28-67/8 3 21/2 51/2 3 3 3 21/2 51/2 1/4 3/8 3/8 SW-TYP 15/16x11/8 ONE COLUMN02C15 1316 1 1 HSS5x5x1/2 43 11/2 1220S2E02C15 A500B 1 1 PL3/4x12 1 0 31p26_2 A572-50 1 1 PL1/2x6 0 6 5p48_2 A36 2 2 PL1/2x5 1 6 13p22_2 A36 1 1 PL3/8x5 1 6 10p31_2 A36 1 1 PL3/8x5 1 0 6p10_2 A36 1 1 PL1/4x5 0 5 2cp3_2 A36 16 16 WS3/4 0 8 1ss4_2 A108 A Aug 13 2020 FOR APPROVAL B Sep 1 2020 REVISE AS NOTED 0 Oct 8 2020 FOR FABRICATION 213 JOB:DRAWN BY: CHECKED BY: JOB NUMBER: SHEET NO. CONTRACTOR: BACK CHARGES WILL NOT BE HONORED WITHOUT PRIOR AUTHORIZATION THESE DRAWINGS HAVE BEEN PREPARED IN ACCORDANCE WITH AISC CODE OF STANDARD PRACTICE FARGO NDMANDAN NDRAPID CITY SDBILLINGS MT TrueNorthSteel.com HOLES: BOLTS: MARK SYSTEM: STEEL: ELECTRODES: PAINT: SURFACE PREP: GENERAL NOTES REV DATE DESCRIPTION W SHAPES-A992, HSS-A500 GR.B, OTHERS-A36 15/16" Ø 7/8" Ø GKC NAS E70-60M OR E70-LH PRIMER B50WV8430 WHITE FINISH:----- SSPC-SP2 STANDARD A 08-13-2020 FOR APPROVAL BOZEMAN PUBLICSAFETY CENTER PMN0382LANGLAS & ASSOCIATES COATING:COAT. INSP:WELD. INSP:WELDER:DIM. INSP:LAYOUT:COMP. DATE HEAT#QC REVISE AS NOTEDB09-01-2020 MARK GRADE STEEL UNIT WEIGHT REMARKSFt In LENGTH DESCRIPTIONQTY TOTAL QTY UNITMINOR MARK BILL OF MATERIAL FOR FABRICATION10-08-20200SQ.CUT1/4333330-43/4 333315-83/4 3333333315-83/4 30-43/433 41/241/241/2 41/2 51/2 3 21/2 51/2 21/2 3 1/8 3/163/16 3/162-01/81-43/816-91/214-81-43/816-91/214-81-41-43/8(1-HSS5x5x1/2x31-41/2) A500B 31-51/2 (P/P 31-51/2)TYP3/8 3/8SQ CUTEL 128-11EL 97-51/2W24x84W16x57BMARK FACE "A" "SOUTH"EL 114-3W16x57EL 114-3W16x40W16x57C A A B B 1-PL p26_2 1-PL p10_2 1-PL p10_2 1-PL p10_2 1-ss4_28 REQ'D 1-PL p48_2CNTR 1-PL p10_2 1-PL cp3_2CNTR Section A-A 02C16 Section B-B 02C16 ONE COLUMN 02C16 11/16 15/16x11/8 21/2 31-51/211/2 9 11/2 1-0 11/2911/21-03/467/8 8-67/8 4-67/8 12-67/8 16-67/8 28-67/8 24-67/8 20-67/8 21/2 3 51/2 3 3 51/2 21/2 3 1/451/2 3 21/233333329-103/4 1/4 3/8 3/8 SW-TYP 3/8 3/8 1-PL p22_2 15/16x11/8 15/16x11/8 ONE COLUMN02C16 972 1 1 HSS5x5x1/2 31 41/2 888S1E02C16 A500B 1 1 PL3/4x12 1 0 31p26_2 A572-50 1 1 PL1/2x6 0 6 5p48_2 A36 1 1 PL1/2x5 1 6 13p22_2 A36 4 4 PL3/8x5 1 0 6p10_2 A36 1 1 PL1/4x5 0 5 2cp3_2 A36 8 8 WS3/4 0 8 1ss4_2 A108 A Aug 13 2020 FOR APPROVAL B Sep 1 2020 REVISE AS NOTED 0 Oct 8 2020 FOR FABRICATION 214 JOB:DRAWN BY: CHECKED BY: JOB NUMBER: SHEET NO. CONTRACTOR: BACK CHARGES WILL NOT BE HONORED WITHOUT PRIOR AUTHORIZATION THESE DRAWINGS HAVE BEEN PREPARED IN ACCORDANCE WITH AISC CODE OF STANDARD PRACTICE FARGO NDMANDAN NDRAPID CITY SDBILLINGS MT TrueNorthSteel.com HOLES: BOLTS: MARK SYSTEM: STEEL: ELECTRODES: PAINT: SURFACE PREP: GENERAL NOTES REV DATE DESCRIPTION W SHAPES-A992, HSS-A500 GR.B, OTHERS-A36 15/16" Ø 7/8" Ø GKC NAS E70-60M OR E70-LH PRIMER B50WV8430 WHITE FINISH:----- SSPC-SP2 STANDARD A 08-13-2020 FOR APPROVAL BOZEMAN PUBLICSAFETY CENTER PMN0382LANGLAS & ASSOCIATES COATING:COAT. INSP:WELD. INSP:WELDER:DIM. INSP:LAYOUT:COMP. DATE HEAT#QC REVISE AS NOTEDB09-01-2020 MARK GRADE STEEL UNIT WEIGHT REMARKSFt In LENGTH DESCRIPTIONQTY TOTAL QTY UNITMINOR MARK BILL OF MATERIAL FOR FABRICATION10-08-202003/41/43333333311/413-33/4 16-23/4 17-113/4 27-113/4 30-103/4 32-73/4 41-81/8 33333333311/427-53/4 41-21/8 3351/2 51/2 21/2 3 4 11/2 21/2 4 11/2 21/2 51/2 51/2 3 21/2 1-43/8 5-43/8 9-43/8 17-43/8 21-43/8 25-43/8 29-43/8 33-43/8 37-43/8 3/161/81/83/16 1/814-11/214-813-53/811/41-01/41-111/161-111/1628-91/213-53/811/41-61-813/16(1-HSS5x5x3/8x42-31/8) A500B 42-41/8 (P/P 42-41/8)3/8 3/8 3/8 3/8 1/4 1/4 TYP 1/4 1/4SQ CUTWp EL 142-55/8EL 142-43/8EL 128-11EL 114-3EL 100-11/2W12x26W14x43W14x43BMARK FACE "A" "SOUTH"EL 142-43/8EL 128-11W18x50W21x55A A A B B C C D D 1-PL p36_23 REQ'DCNTR 1-PL p38_2 1-ss4_219 REQ'DCNTR 1-PL p23_2 1-PL p10_2 1-PL p24_2 1-PL p24_2 1-PL p25_2 1-PL p48_2CNTR 1-PL p30_2CNTR 1-PL p30_2CNTR 1-PL p37_2CNTR 1-PL cp3_2CNTR Section A-A 02C17 Section B-B 02C17 Section C-C 02C17 Section D-D02C17 ONE COLUMN 02C17 11/16 15/16x11/8 15/16x11/8 15/16x11/8 13/16 21/2 13-43/8 3 21/2 12-105/161-9SAFETY CABLE HOLE27-65/16 51/2 3 21/21-9SAFETY CABLE HOLE41-11/8 41-43/8 1-43/8 1-43/8 5-43/8 5-43/8 9-43/8 9-43/8 13-43/8 13-43/8 21/2 3 3 1-2 21/242-41/835/8 327/8 11/227/835/8311/221/83/43/473/821/8 3/4 3/4 73/8 1111 3 TYP 3/16 3/16 3/8 3/8 TYP 3/8 3/8 SW-TYP 1/4 1/4 1/4 SQ CUT1-PL p30_2CNTR 1-PL p30_2CNTR 15/16x11/8 15/16x11/8 13/16 11/16 ONE COLUMN02C17 1110 1 1 HSS5x5x3/8 42 31/8 942S2E02C17 A500B 1 1 PL3/4x11 0 11 26p38_2 A572-50 2 2 PL3/4x10 1 2 30p36_2 A36 1 1 PL3/4x81/2 1 2 25p37_2 A36 1 1 PL1/2x6 0 6 5p48_2 A36 1 1 PL3/8x5 1 3 8p23_2 A36 1 1 PL3/8x5 1 0 6p10_2 A36 2 2 PL3/8x5 0 9 5p24_2 A36 1 1 PL3/8x5 0 6 3p25_2 A36 4 4 PL3/8x3 0 3 1p30_2 A36 1 1 PL1/4x5 0 5 2cp3_2 A36 19 19 WS3/4 0 8 1ss4_2 A108 A Aug 13 2020 FOR APPROVAL B Sep 1 2020 REVISE AS NOTED 0 Oct 8 2020 FOR FABRICATION 215 JOB:DRAWN BY: CHECKED BY: JOB NUMBER: SHEET NO. CONTRACTOR: BACK CHARGES WILL NOT BE HONORED WITHOUT PRIOR AUTHORIZATION THESE DRAWINGS HAVE BEEN PREPARED IN ACCORDANCE WITH AISC CODE OF STANDARD PRACTICE FARGO NDMANDAN NDRAPID CITY SDBILLINGS MT TrueNorthSteel.com HOLES: BOLTS: MARK SYSTEM: STEEL: ELECTRODES: PAINT: SURFACE PREP: GENERAL NOTES REV DATE DESCRIPTION W SHAPES-A992, HSS-A500 GR.B, OTHERS-A36 15/16" Ø 7/8" Ø GKC NAS E70-60M OR E70-LH PRIMER B50WV8430 WHITE FINISH:----- SSPC-SP2 STANDARD A 08-13-2020 FOR APPROVAL BOZEMAN PUBLICSAFETY CENTER PMN0382LANGLAS & ASSOCIATES 08-14-2020B FOR RE-APPROVAL COATING:COAT. INSP:WELD. INSP:WELDER:DIM. INSP:LAYOUT:COMP. DATE HEAT#QC REVISE AS NOTEDC09-01-2020 MARK GRADE STEEL UNIT WEIGHT REMARKSFt In LENGTH DESCRIPTIONQTY TOTAL QTY UNITMINOR MARK BILL OF MATERIAL FOR FABRICATION10-08-20200 REVISED AS NOTED11-13-202013/41/43333313-53/4 333313-83/433 41/241/2 41/241/251/2 3 21/2 51/2 21/2 3 3/16 3/161-813/161-43/8(1-HSS5x5x1/2x14-81/2) A500B 14-91/2 (P/P 14-91/2)3/8 3/8 SQ CUTWp EL 114-3EL 99-51/2B MARK FACE "A" "SOUTH"W21x55W16x57C A A 1-PL p26_2 1-PL p23_2 1-PL p10_2 1-ss4_210 REQ'DCNTR 1-PL p48_2CNTR 1-PL cp3_2CNTR Section A-A 02C18 ONE COLUMN 02C18 AT GRID: 1.6 11/16 15/16x11/8 21/2 11/2 9 11/2 1-0 11/2911/21-014-91/263/863/81-103/8 1-103/8 5-103/8 5-103/8 9-103/8 9-103/8 13-103/8 3 3 21/2 21/2 3/8 3/8 1/4 SW-TYP SQ CUT1 ONE COLUMN02C18 477 1 1 HSS5x5x1/2 14 81/2 416S1E02C18 A500B 1 1 PL3/4x12 1 0 31p26_2 A572-50 1 1 PL1/2x6 0 6 5p48_2 A36 1 1 PL3/8x5 1 3 8p23_2 A36 1 1 PL3/8x5 1 0 6p10_2 A36 1 1 PL1/4x5 0 5 2cp3_2 A36 9 9 WS3/4 0 8 1ss4_2 A108 A Aug 13 2020 FOR APPROVAL B Aug 14 2020 FOR RE APPROVAL C Sep 1 2020 REVISE AS NOTED 0 Oct 8 2020 FOR FABRICATION 1 Nov 13 2020 REVISED AS NOTED 216 JOB:DRAWN BY: CHECKED BY: JOB NUMBER: SHEET NO. CONTRACTOR: BACK CHARGES WILL NOT BE HONORED WITHOUT PRIOR AUTHORIZATION THESE DRAWINGS HAVE BEEN PREPARED IN ACCORDANCE WITH AISC CODE OF STANDARD PRACTICE FARGO NDMANDAN NDRAPID CITY SDBILLINGS MT TrueNorthSteel.com HOLES: BOLTS: MARK SYSTEM: STEEL: ELECTRODES: PAINT: SURFACE PREP: GENERAL NOTES REV DATE DESCRIPTION W SHAPES-A992, HSS-A500 GR.B, OTHERS-A36 15/16" Ø 7/8" Ø GKC NAS E70-60M OR E70-LH PRIMER B50WV8430 WHITE FINISH:----- SSPC-SP2 STANDARD A 08-13-2020 FOR APPROVAL BOZEMAN PUBLICSAFETY CENTER PMN0382LANGLAS & ASSOCIATES COATING:COAT. INSP:WELD. INSP:WELDER:DIM. INSP:LAYOUT:COMP. DATE HEAT#QC REVISE AS NOTEDB09-01-2020 MARK GRADE STEEL UNIT WEIGHT REMARKSFt In LENGTH DESCRIPTIONQTY TOTAL QTY UNITMINOR MARK BILL OF MATERIAL FOR FABRICATION10-08-202003/41/43333333315/1613-33/4 16-23/4 17-113/4 27-113/4 30-103/4 32-73/4 42-015/16 333311/441-7 33351/2 3 21/2 4 11/2 21/2 4 11/2 21/2 51/2 51/2 3 21/2 1-41/2 15-27/8 19-27/8 23-27/8 27-27/8 31-27/8 1/8 1/81/81/814-11/214-813-103/1615/161-03/161-111/161-111/1642-73/411/41-4(1-HSS5x5x3/8x42-8) A500B 42-9 (P/P 42-9)3/8 3/8 1/4 1/4 TYP 3/8 3/8SQ CUTWp EL 142-101/2EL 142-93/16EL 128-11EL 114-3EL 100-11/2W12x26W14x43W14x43B MARK FACE "A" "SOUTH"EL 142-91/4W16x40A A A B B C C D D 1-PL p36_2CNTR 1-PL p38_2 1-ss4_227 REQ'DCNTR 1-PL p10_2 1-PL p24_2 1-PL p24_2 1-PL p25_2 1-PL p48_2CNTR 1-PL p37_2CNTR 1-PL cp3_2CNTR Section A-A 02C19 Section B-B 02C19 Section C-C 02C19 Section D-D02C19 ONE COLUMN 02C19 11/16 15/16x11/8 15/16x11/8 15/16x11/8 21/2 35/827/811/21127/8 35/8 3 11/2 21/8 3/4 3/4 73/8 73/83/43/421/811 67/811-27/8 7-27/8 3-27/8 12-105/16 3 21/2 67/867/83-27/8 3-27/8 7-27/8 7-27/8 11-27/8 11-27/8 15-27/8 15-27/8 19-27/8 19-27/8 23-27/8 23-27/8 27-27/8 27-27/8 31-27/8 31-27/8 1-9SAFETY CABLE HOLE1-9SAFETY CABLE HOLE51/2 3 21/2 41-6 3 3 42-91-2 21/2 1/4 3/8 3/8 TYP 3/16 3/16 TYP 1/4 1/4 SW-TYP SQ CUT1-PL p30_2CNTR 1-PL p30_2CNTR 1-PL p30_2CNTR 1-PL p30_2CNTR 11/16 15/16x11/8 13/16 13/16 ONE COLUMN02C19 1090 1 1 HSS5x5x3/8 42 8 951S2E02C19 A500B 1 1 PL3/4x11 0 11 26p38_2 A572-50 1 1 PL3/4x10 1 2 30p36_2 A36 1 1 PL3/4x81/2 1 2 25p37_2 A36 1 1 PL1/2x6 0 6 5p48_2 A36 1 1 PL3/8x5 1 0 6p10_2 A36 2 2 PL3/8x5 0 9 5p24_2 A36 1 1 PL3/8x5 0 6 3p25_2 A36 4 4 PL3/8x3 0 3 1p30_2 A36 1 1 PL1/4x5 0 5 2cp3_2 A36 27 27 WS3/4 0 8 1ss4_2 A108 A Aug 13 2020 FOR APPROVAL B Sep 1 2020 REVISE AS NOTED 0 Oct 8 2020 FOR FABRICATION 217 JOB:DRAWN BY: CHECKED BY: JOB NUMBER: SHEET NO. CONTRACTOR: BACK CHARGES WILL NOT BE HONORED WITHOUT PRIOR AUTHORIZATION THESE DRAWINGS HAVE BEEN PREPARED IN ACCORDANCE WITH AISC CODE OF STANDARD PRACTICE FARGO NDMANDAN NDRAPID CITY SDBILLINGS MT TrueNorthSteel.com HOLES: BOLTS: MARK SYSTEM: STEEL: ELECTRODES: PAINT: SURFACE PREP: GENERAL NOTES REV DATE DESCRIPTION W SHAPES-A992, HSS-A500 GR.B, OTHERS-A36 15/16" Ø 7/8" Ø GKC NAS E70-60M OR E70-LH PRIMER B50WV8430 WHITE FINISH:----- SSPC-SP2 STANDARD A 08-13-2020 FOR APPROVAL BOZEMAN PUBLICSAFETY CENTER PMN0382LANGLAS & ASSOCIATES COATING:COAT. INSP:WELD. INSP:WELDER:DIM. INSP:LAYOUT:COMP. DATE HEAT#QC REVISE AS NOTEDB09-01-2020 MARK GRADE STEEL UNIT WEIGHT REMARKSFt In LENGTH DESCRIPTIONQTY TOTAL QTY UNITMINOR MARK BILL OF MATERIAL FOR FABRICATION10-08-202001/43333333341/214-41/433 6 3 3 3 3/43-83/8 7-83/8 11-83/8 15-83/8 1/42-87/8(1-HSS6x6x1/2x16-81/2) A500B 16-91/2 (P/P 16-91/2)3/8 3/8 Wp EL 114-3EL 97-51/2BMARK FACE "A" "SOUTH"W33x118C A A 1-PL p29_2 1-PL p33_2 1-ss4_212 REQ'DCNTR 1-PL p48_2CNTR 1-PL cp4_2CNTR Section A-A 02C20 ONE COLUMN 02C20 AT GRID: 1.6 11/16 15/16x11/821/2 5 5 11/2 10 11/2 1-1 11/21011/21-15543/843/83-83/8 7-83/8 11-83/8 15-83/8 3 16-91/21/4 3/8 3/8 SW-TYP SQ CUTSQ CUTONE COLUMN02C20 662 1 1 HSS6x6x1/2 16 81/2 587S2E02C20 A500B 1 1 PL3/4x13 1 1 36p29_2 A572-50 1 1 PL1/2x6 0 6 5p48_2 A36 1 1 PL1/2x5 2 3 19p33_2 A36 1 1 PL1/4x6 0 6 3cp4_2 A36 12 12 WS3/4 0 8 1ss4_2 A108 A Aug 13 2020 FOR APPROVAL B Sep 1 2020 REVISE AS NOTED 0 Oct 8 2020 FOR FABRICATION 218 JOB:DRAWN BY: CHECKED BY: JOB NUMBER: SHEET NO. CONTRACTOR: BACK CHARGES WILL NOT BE HONORED WITHOUT PRIOR AUTHORIZATION THESE DRAWINGS HAVE BEEN PREPARED IN ACCORDANCE WITH AISC CODE OF STANDARD PRACTICE FARGO NDMANDAN NDRAPID CITY SDBILLINGS MT TrueNorthSteel.com HOLES: BOLTS: MARK SYSTEM: STEEL: ELECTRODES: PAINT: SURFACE PREP: GENERAL NOTES REV DATE DESCRIPTION W SHAPES-A992, HSS-A500 GR.B, OTHERS-A36 15/16" Ø 7/8" Ø GKC NAS E70-60M OR E70-LH PRIMER B50WV8430 WHITE FINISH:----- SSPC-SP2 STANDARD A 08-13-2020 FOR APPROVAL BOZEMAN PUBLICSAFETY CENTER PMN0382LANGLAS & ASSOCIATES COATING:COAT. INSP:WELD. INSP:WELDER:DIM. INSP:LAYOUT:COMP. DATE HEAT#QC REVISE AS NOTEDB09-01-2020 MARK GRADE STEEL UNIT WEIGHT REMARKSFt In LENGTH DESCRIPTIONQTY TOTAL QTY UNITMINOR MARK BILL OF MATERIAL FOR FABRICATION10-08-202001/433333341/214-101/4336 3 3 3 43/83/43-83/8 7-83/8 11-83/8 1/416-91/29-92-27/8(1-HSS6x6x1/2x26-51/2) A500B 26-61/2 (P/P 26-61/2)3/8 3/8Wp EL 124-0EL 97-51/2EL 114-3W27x94BMARK FACE "A" "SOUTH"C A A 1-ss4_25 REQ'D 1-PL p48_2CNTR 1-PL p28_2 1-PL cp4_2CNTR Section A-A 02C21 ONE COLUMN 02C21 AT GRID: 1.6 21/2 15/16x11/8 5 5 1011/2 1-1511/211/210 51-1 11/2 15-83/8 3 26-61/21/4 3/8 3/8 SW-TYP 1-PL p29_2SQ CUTSQ CUT11/16 ONE COLUMN02C21 993 1 1 HSS6x6x1/2 26 51/2 929S2E02C21 A500B 1 1 PL3/4x13 1 1 36p29_2 A572-50 1 1 PL1/2x6 0 6 5p48_2 A36 1 1 PL1/2x5 1 9 15p28_2 A36 1 1 PL1/4x6 0 6 3cp4_2 A36 5 5 WS3/4 0 8 1ss4_2 A108 A Aug 13 2020 FOR APPROVAL B Sep 1 2020 REVISE AS NOTED 0 Oct 8 2020 FOR FABRICATION 219 JOB:DRAWN BY: CHECKED BY: JOB NUMBER: SHEET NO. CONTRACTOR: BACK CHARGES WILL NOT BE HONORED WITHOUT PRIOR AUTHORIZATION THESE DRAWINGS HAVE BEEN PREPARED IN ACCORDANCE WITH AISC CODE OF STANDARD PRACTICE FARGO NDMANDAN NDRAPID CITY SDBILLINGS MT TrueNorthSteel.com HOLES: BOLTS: MARK SYSTEM: STEEL: ELECTRODES: PAINT: SURFACE PREP: GENERAL NOTES REV DATE DESCRIPTION W SHAPES-A992, HSS-A500 GR.B, OTHERS-A36 15/16" Ø 7/8" Ø GKC NAS E70-60M OR E70-LH PRIMER B50WV8430 WHITE FINISH:----- SSPC-SP2 STANDARD A 08-13-2020 FOR APPROVAL BOZEMAN PUBLICSAFETY CENTER PMN0382LANGLAS & ASSOCIATES COATING:COAT. INSP:WELD. INSP:WELDER:DIM. INSP:LAYOUT:COMP. DATE HEAT#QC REVISE AS NOTEDB09-01-2020 MARK GRADE STEEL UNIT WEIGHT REMARKSFt In LENGTH DESCRIPTIONQTY TOTAL QTY UNITMINOR MARK BILL OF MATERIAL FOR FABRICATION10-08-202003/41/43333333333314-63/4 29-03/4 18-23/4 19-113/433 41/2 11/2 3 6 17-67/8 21-67/8 15/161/216-11/214-31-813/161-117/8(1-HSS6x6x1/2x30-31/2) A500B 30-41/2 (P/P 30-41/2)3/8 3/8 3/8 3/8 EL 128-6EL 114-3EL 98-11/2W21x55W24x76BMARK FACE "A" "SOUTH"C A A B B 1-PL p27_2 1-ss4_210 REQ'DCNTR 1-PL p22_2 1-PL p23_2 1-PL p48_2CNTR 1-PL cp4_2CNTR Section A-A 02C22 Section B-B 02C22 ONE COLUMN 02C22 11/16 15/16x11/8 15/16x11/8 21/2 2 51/2 51/2 2 11/2 1-3 11/2 1-6 3/43/425/811/225/863/41-67/8 1-67/8 5-67/85-67/8 9-67/8 9-67/8 13-67/8 13-67/8 3 3 6 3 3 3 3 1-9SAFETY CABLE HOLE30-41/21/4 TYP 3/16 3/16 3/8 3/8 SW-TYP SQ CUTSQ CUT1-PL p30_2CNTR 1-PL p30_2CNTR ONE COLUMN02C22 1130 1 1 HSS6x6x1/2 30 31/2 1064S2E02C22 A500B 1 1 PL3/4x63/4 1 6 26p27_2 A572-50 1 1 PL1/2x6 0 6 5p48_2 A36 1 1 PL1/2x5 1 6 13p22_2 A36 1 1 PL3/8x5 1 3 8p23_2 A36 2 2 PL3/8x3 0 3 1p30_2 A36 1 1 PL1/4x6 0 6 3cp4_2 A36 10 10 WS3/4 0 8 1ss4_2 A108 A Aug 13 2020 FOR APPROVAL B Sep 1 2020 REVISE AS NOTED 0 Oct 8 2020 FOR FABRICATION 220 JOB:DRAWN BY: CHECKED BY: JOB NUMBER: SHEET NO. CONTRACTOR: BACK CHARGES WILL NOT BE HONORED WITHOUT PRIOR AUTHORIZATION THESE DRAWINGS HAVE BEEN PREPARED IN ACCORDANCE WITH AISC CODE OF STANDARD PRACTICE FARGO NDMANDAN NDRAPID CITY SDBILLINGS MT TrueNorthSteel.com HOLES: BOLTS: MARK SYSTEM: STEEL: ELECTRODES: PAINT: SURFACE PREP: GENERAL NOTES REV DATE DESCRIPTION W SHAPES-A992, HSS-A500 GR.B, OTHERS-A36 15/16" Ø 7/8" Ø GKC NAS E70-60M OR E70-LH PRIMER B50WV8430 WHITE FINISH:----- SSPC-SP2 STANDARD A 08-13-2020 FOR APPROVAL BOZEMAN PUBLICSAFETY CENTER PMN0382LANGLAS & ASSOCIATES COATING:COAT. INSP:WELD. INSP:WELDER:DIM. INSP:LAYOUT:COMP. DATE HEAT#QC REVISE AS NOTEDB09-01-2020 MARK GRADE STEEL UNIT WEIGHT REMARKSFt In LENGTH DESCRIPTIONQTY TOTAL QTY UNITMINOR MARK BILL OF MATERIAL FOR FABRICATION10-08-2020011/21/42222 33333313-033 105510 5 5 6 3 3 1-31/16 5-31/16 9-31/16 13-31/16 3/161-1111/16(1-HSS6x6x1/2x14-53/4) A500B 14-71/2 (P/P 14-71/2)3/8 3/8Wp EL 112-1EL 97-51/2BMARK FACE "A" "SOUTH"W24x62C A A 1-PL p12_2 1-PL p22_2 1-ss4_28 REQ'DCNTR 1-PL p48_2CNTR 1-PL cp4_2CNTR Section A-A 02C23 ONE COLUMN 02C23 AT GRID: D.4 19/16 15/16x11/821/2 1-2 1-21-31/16 5-31/16 9-31/16 13-31/16 3 3 14-71/21/4 3/8 3/8 SW-TYP SQ CUTSQ CUTONE COLUMN02C23 620 1 1 HSS6x6x1/2 14 53/4 508S2E02C23 A500B 1 1 PL11/2x14 1 2 83p12_2 A572-50 1 1 PL1/2x6 0 6 5p48_2 A36 1 1 PL1/2x5 1 6 13p22_2 A36 1 1 PL1/4x6 0 6 3cp4_2 A36 8 8 WS3/4 0 8 1ss4_2 A108 A Aug 13 2020 FOR APPROVAL B Sep 1 2020 REVISE AS NOTED 0 Oct 8 2020 FOR FABRICATION 221 JOB:DRAWN BY: CHECKED BY: JOB NUMBER: SHEET NO. CONTRACTOR: BACK CHARGES WILL NOT BE HONORED WITHOUT PRIOR AUTHORIZATION THESE DRAWINGS HAVE BEEN PREPARED IN ACCORDANCE WITH AISC CODE OF STANDARD PRACTICE FARGO NDMANDAN NDRAPID CITY SDBILLINGS MT TrueNorthSteel.com HOLES: BOLTS: MARK SYSTEM: STEEL: ELECTRODES: PAINT: SURFACE PREP: GENERAL NOTES REV DATE DESCRIPTION W SHAPES-A992, HSS-A500 GR.B, OTHERS-A36 15/16" Ø 7/8" Ø GKC NAS E70-60M OR E70-LH PRIMER B50WV8430 WHITE FINISH:----- SSPC-SP2 STANDARD A 08-13-2020 FOR APPROVAL BOZEMAN PUBLICSAFETY CENTER PMN0382LANGLAS & ASSOCIATES COATING:COAT. INSP:WELD. INSP:WELDER:DIM. INSP:LAYOUT:COMP. DATE HEAT#QC REVISE AS NOTEDB09-01-2020 MARK GRADE STEEL UNIT WEIGHT REMARKSFt In LENGTH DESCRIPTIONQTY TOTAL QTY UNITMINOR MARK BILL OF MATERIAL FOR FABRICATION10-08-202003/41/43341/241/2(1-HSS5x5x3/8x14-93/16) A500B 14-103/16 (P/P 14-103/16)SQ CUTWp EL 112-1111/16EL 98-11/2BMARK FACE "A" "SOUTH"C 1-PL p26_2 1-ss4_28 REQ'DCNTR 1-PL p48_2CNTR 1-PL cp3_2CNTR ONE COLUMN 02C24 11/16 21/2 11/2 9 11/2 41/2 41/2 1-0 11/2911/21-03 3 1-43/4 1-43/4 5-43/4 5-43/4 9-43/4 9-43/4 13-43/4 13-43/4 14-103/161/4 3/8 3/8 SW-TYP SQ CUTONE COLUMN02C24 375 1 1 HSS5x5x3/8 14 93/16 329S2E02C24 A500B 1 1 PL3/4x12 1 0 31p26_2 A572-50 1 1 PL1/2x6 0 6 5p48_2 A36 1 1 PL1/4x5 0 5 2cp3_2 A36 8 8 WS3/4 0 8 1ss4_2 A108 A Aug 13 2020 FOR APPROVAL B Sep 1 2020 REVISE AS NOTED 0 Oct 8 2020 FOR FABRICATION 222 JOB:DRAWN BY: CHECKED BY: JOB NUMBER: SHEET NO. CONTRACTOR: BACK CHARGES WILL NOT BE HONORED WITHOUT PRIOR AUTHORIZATION THESE DRAWINGS HAVE BEEN PREPARED IN ACCORDANCE WITH AISC CODE OF STANDARD PRACTICE FARGO NDMANDAN NDRAPID CITY SDBILLINGS MT TrueNorthSteel.com HOLES: BOLTS: MARK SYSTEM: STEEL: ELECTRODES: PAINT: SURFACE PREP: GENERAL NOTES REV DATE DESCRIPTION W SHAPES-A992, HSS-A500 GR.B, OTHERS-A36 15/16" Ø 7/8" Ø GKC NAS E70-60M OR E70-LH PRIMER B50WV8430 WHITE FINISH:----- SSPC-SP2 STANDARD A 08-13-2020 FOR APPROVAL BOZEMAN PUBLICSAFETY CENTER PMN0382LANGLAS & ASSOCIATES COATING:COAT. INSP:WELD. INSP:WELDER:DIM. INSP:LAYOUT:COMP. DATE HEAT#QC REVISE AS NOTEDB09-01-2020 MARK GRADE STEEL UNIT WEIGHT REMARKSFt In LENGTH DESCRIPTIONQTY TOTAL QTY UNITMINOR MARK BILL OF MATERIAL FOR FABRICATION10-08-20200 1 REVISED AS NOTED12-07-202011/21/42222 333333333313-13/4 26-2 3333312-71/233 105510 5 5 6 6 3 3 6 3 3 3 3/16 13-77/8103/812-17/8103/81-813/161-811/1614-013-61/21-813/16(1-HSS6x6x1/2x27-43/4) A500B 27-61/2 (P/P 27-61/2)TYP 3/8 3/8Wp EL 125-0EL 97-51/2BMARK FACE "A" "SOUTH"EL 124-15/8EL 111-113/4EL 111-13/8W21x50W21x44EL 111-51/2W21x55C A A B B 1-PL p12_2 1-PL p23_2 1-PL p23_2 1-PL p23_2 1-ss4_214 REQ'DCNTR 1-PL p48_2CNTR 1-PL cp4_2CNTR Section A-A 02C25 Section B-B 02C25 ONE COLUMN 02C25 19/16 15/16x11/8 21/2 1-2 1-23/16 3/161-89/16 1-89/16 5-89/16 5-89/16 9-89/16 9-89/16 13-89/16 13-89/16 17-89/16 17-89/16 21-89/16 21-89/16 25-89/16 25-89/16 3 3 3 27-61/21/4 SW-TYP TYP3/8 3/8 SQ CUTSQ CUT1 1 1 1 15/16x11/8 ONE COLUMN02C25 1091 1 1 HSS6x6x1/2 27 43/4 962S2E02C25 A500B 1 1 PL11/2x14 1 2 83p12_2 A572-50 1 1 PL1/2x6 0 6 5p48_2 A36 3 3 PL3/8x5 1 3 8p23_2 A36 1 1 PL1/4x6 0 6 3cp4_2 A36 14 14 WS3/4 0 8 1ss4_2 A108 A Aug 13 2020 FOR APPROVAL A Aug 21 2020 FOR APPROVAL B Sep 1 2020 REVISE AS NOTED 0 Oct 8 2020 FOR FABRICATION 223 JOB:DRAWN BY: CHECKED BY: JOB NUMBER: SHEET NO. CONTRACTOR: BACK CHARGES WILL NOT BE HONORED WITHOUT PRIOR AUTHORIZATION THESE DRAWINGS HAVE BEEN PREPARED IN ACCORDANCE WITH AISC CODE OF STANDARD PRACTICE FARGO NDMANDAN NDRAPID CITY SDBILLINGS MT TrueNorthSteel.com HOLES: BOLTS: MARK SYSTEM: STEEL: ELECTRODES: PAINT: SURFACE PREP: GENERAL NOTES REV DATE DESCRIPTION W SHAPES-A992, HSS-A500 GR.B, OTHERS-A36 15/16" Ø 7/8" Ø GKC NAS E70-60M OR E70-LH PRIMER B50WV8430 WHITE FINISH:----- SSPC-SP2 STANDARD A 08-13-2020 FOR APPROVAL BOZEMAN PUBLICSAFETY CENTER PMN0382LANGLAS & ASSOCIATES COATING:COAT. INSP:WELD. INSP:WELDER:DIM. INSP:LAYOUT:COMP. DATE HEAT#QC MARK GRADE STEEL UNIT WEIGHT REMARKSFt In LENGTH DESCRIPTIONQTY TOTAL QTY UNITMINOR MARK BILL OF MATERIAL FOR FABRICATION10-08-202003/41/433333319-23/4 3333319-53/4 6 3 3 6 3 3 3/16 1/42-01/81-9(1-HSS6x6x1/2x20-81/2) A500B 20-91/2 (P/P 20-91/2)3/8 3/8 3/8 3/8 Wp EL 118-3EL 97-51/2BMARK FACE "A" "SOUTH"W24x84W21x62C A A 1-PL p14_2 1-PL p11_2 1-ss4_210 REQ'DCNTR 1-PL cp4_2CNTR Section A-A 02C26 ONE COLUMN 02C26 15/16x11/8 1-1511/211/211/2 105 1-1 5 11/2 510 18-43/8 18-43/8 14-43/8 14-43/8 10-43/8 10-43/8 6-43/8 6-43/8 2-43/8 2-43/8 3 33 320-91/21/4 SW-TYP 3/8 3/8 1-PL p29_2SQ CUTSQ CUT1-PL p48_2CNTR 11/16 21/2 ONE COLUMN02C26 800 1 1 HSS6x6x1/2 20 81/2 727S2E02C26 A500B 1 1 PL3/4x13 1 1 36p29_2 A572-50 1 1 PL1/2x6 0 6 5p48_2 A36 1 1 PL1/2x41/2 1 6 11p14_2 A36 1 1 PL3/8x41/2 1 3 7p11_2 A36 1 1 PL1/4x6 0 6 3cp4_2 A36 10 10 WS3/4 0 8 1ss4_2 A108 A Aug 13 2020 FOR APPROVAL 0 Oct 8 2020 FOR FABRICATION 224 JOB:DRAWN BY: CHECKED BY: JOB NUMBER: SHEET NO. CONTRACTOR: BACK CHARGES WILL NOT BE HONORED WITHOUT PRIOR AUTHORIZATION THESE DRAWINGS HAVE BEEN PREPARED IN ACCORDANCE WITH AISC CODE OF STANDARD PRACTICE FARGO NDMANDAN NDRAPID CITY SDBILLINGS MT TrueNorthSteel.com HOLES: BOLTS: MARK SYSTEM: STEEL: ELECTRODES: PAINT: SURFACE PREP: GENERAL NOTES REV DATE DESCRIPTION W SHAPES-A992, HSS-A500 GR.B, OTHERS-A36 15/16" Ø 7/8" Ø GKC NAS E70-60M OR E70-LH PRIMER B50WV8430 WHITE FINISH:----- SSPC-SP2 STANDARD A 08-13-2020 FOR APPROVAL BOZEMAN PUBLICSAFETY CENTER PMN0382LANGLAS & ASSOCIATES COATING:COAT. INSP:WELD. INSP:WELDER:DIM. INSP:LAYOUT:COMP. DATE HEAT#QC REVISE AS NOTEDB09-01-2020 MARK GRADE STEEL UNIT WEIGHT REMARKSFt In LENGTH DESCRIPTIONQTY TOTAL QTY UNITMINOR MARK BILL OF MATERIAL FOR FABRICATION10-08-202003/41/43333318-53/4 6 3 3 17-103/8 3/161-9(1-HSS6x6x1/2x19-81/2) A500B 19-91/2 (P/P 19-91/2)3/8 3/8Wp EL 118-3EL 98-51/2BMARK FACE "A" "SOUTH"W21x62C A A 1-PL p11_2 1-ss4_210 REQ'DCNTR 1-PL cp4_2CNTR Section A-A 02C27 ONE COLUMN 02C27 15/16x11/8 1011/2 51-111/25 11/25 1-1 10 511/2 17-103/8 13-103/8 9-103/8 5-103/8 1-103/8 1-103/8 5-103/8 9-103/8 13-103/8 19-91/233 331/4 SW-TYP 3/8 3/8 1-PL p29_2SQ CUTSQ CUT1-PL p48_2CNTR 11/16 21/2 ONE COLUMN02C27 753 1 1 HSS6x6x1/2 19 81/2 692S2E02C27 A500B 1 1 PL3/4x13 1 1 36p29_2 A572-50 1 1 PL1/2x6 0 6 5p48_2 A36 1 1 PL3/8x41/2 1 3 7p11_2 A36 1 1 PL1/4x6 0 6 3cp4_2 A36 10 10 WS3/4 0 8 1ss4_2 A108 A Aug 13 2020 FOR APPROVAL B Sep 1 2020 REVISE AS NOTED 0 Oct 8 2020 FOR FABRICATION 225 JOB:DRAWN BY: CHECKED BY: JOB NUMBER: SHEET NO. CONTRACTOR: BACK CHARGES WILL NOT BE HONORED WITHOUT PRIOR AUTHORIZATION THESE DRAWINGS HAVE BEEN PREPARED IN ACCORDANCE WITH AISC CODE OF STANDARD PRACTICE FARGO NDMANDAN NDRAPID CITY SDBILLINGS MT TrueNorthSteel.com HOLES: BOLTS: MARK SYSTEM: STEEL: ELECTRODES: PAINT: SURFACE PREP: GENERAL NOTES REV DATE DESCRIPTION W SHAPES-A992, HSS-A500 GR.B, OTHERS-A36 15/16" Ø 7/8" Ø GKC NAS E70-60M OR E70-LH PRIMER B50WV8430 WHITE FINISH:----- SSPC-SP2 STANDARD A 08-13-2020 FOR APPROVAL BOZEMAN PUBLICSAFETY CENTER PMN0382LANGLAS & ASSOCIATES COATING:COAT. INSP:WELD. INSP:WELDER:DIM. INSP:LAYOUT:COMP. DATE HEAT#QC REVISE AS NOTEDB09-01-2020 MARK GRADE STEEL UNIT WEIGHT REMARKSFt In LENGTH DESCRIPTIONQTY TOTAL QTY UNITMINOR MARK BILL OF MATERIAL FOR FABRICATION10-08-202003/41/433333341/217-101/4 6 3 3 1/42-27/8(1-HSS6x6x1/2x19-81/2) A500B 19-91/2 (P/P 19-91/2)3/8 3/8Wp EL 118-3EL 98-51/2BMARK FACE "A" "SOUTH"W27x94C A A 1-ss4_215 REQ'DCNTR 1-PL p9_2 1-PL cp4_2CNTR Section A-A 02C28 ONE COLUMN 02C28 15/16x11/8 33 3355 11/251011/2 5 1-1 1-111/21011/2 1-103/8 1-103/8 5-103/8 5-103/8 9-103/8 9-103/8 13-103/8 13-103/8 17-103/8 17-103/8 1-103/8 5-103/8 9-103/8 13-103/8 17-103/8 19-91/21/4 3/8 3/8 SW-TYP 1-PL p48_2CNTR SQ CUT1-PL p29_2SQ CUT21/2 11/16 ONE COLUMN02C28 764 1 1 HSS6x6x1/2 19 81/2 692S2E02C28 A500B 1 1 PL3/4x13 1 1 36p29_2 A572-50 1 1 PL1/2x6 0 6 5p48_2 A36 1 1 PL1/2x41/2 1 9 13p9_2 A36 1 1 PL1/4x6 0 6 3cp4_2 A36 15 15 WS3/4 0 8 1ss4_2 A108 A Aug 13 2020 FOR APPROVAL B Sep 1 2020 REVISE AS NOTED 0 Oct 8 2020 FOR FABRICATION 226 JOB:DRAWN BY: CHECKED BY: JOB NUMBER: SHEET NO. CONTRACTOR: BACK CHARGES WILL NOT BE HONORED WITHOUT PRIOR AUTHORIZATION THESE DRAWINGS HAVE BEEN PREPARED IN ACCORDANCE WITH AISC CODE OF STANDARD PRACTICE FARGO NDMANDAN NDRAPID CITY SDBILLINGS MT TrueNorthSteel.com HOLES: BOLTS: MARK SYSTEM: STEEL: ELECTRODES: PAINT: SURFACE PREP: GENERAL NOTES REV DATE DESCRIPTION W SHAPES-A992, HSS-A500 GR.B, OTHERS-A36 15/16" Ø 7/8" Ø GKC NAS E70-60M OR E70-LH PRIMER B50WV8430 WHITE FINISH:----- SSPC-SP2 STANDARD A 08-13-2020 FOR APPROVAL BOZEMAN PUBLICSAFETY CENTER PMN0382LANGLAS & ASSOCIATES COATING:COAT. INSP:WELD. INSP:WELDER:DIM. INSP:LAYOUT:COMP. DATE HEAT#QC MARK GRADE STEEL UNIT WEIGHT REMARKSFt In LENGTH DESCRIPTIONQTY TOTAL QTY UNITMINOR MARK BILL OF MATERIAL FOR FABRICATION10-08-202003/41/433333341/216-61/4 6 3 3 1/42-27/8(1-HSS6x6x1/2x18-41/2) A500B 18-51/2 (P/P 18-51/2)3/8 3/8Wp EL 118-3EL 99-91/2B MARK FACE "A" "SOUTH"W27x94C A A 1-PL p9_2 1-ss4_210 REQ'DCNTR 1-PL cp4_2CNTR Section A-A 02C29 ONE COLUMN 02C29 15/16x11/8 251/2 3/411/21-3 1-6 11/2 2 51/2 63/425/811/225/83/41-23/8 1-23/8 5-23/8 5-23/8 9-23/8 9-23/8 13-23/8 13-23/8 17-23/8 17-23/83333 18-51/21/4 3/8 3/8 SW-TYP 1-PL p27_2SQ CUTSQ CUT1-PL p48_2CNTR 11/16 21/2 ONE COLUMN02C29 702 1 1 HSS6x6x1/2 18 41/2 645S2E02C29 A500B 1 1 PL3/4x63/4 1 6 26p27_2 A572-50 1 1 PL1/2x6 0 6 5p48_2 A36 1 1 PL1/2x41/2 1 9 13p9_2 A36 1 1 PL1/4x6 0 6 3cp4_2 A36 10 10 WS3/4 0 8 1ss4_2 A108 A Aug 13 2020 FOR APPROVAL 0 Oct 8 2020 FOR FABRICATION 227 JOB:DRAWN BY: CHECKED BY: JOB NUMBER: SHEET NO. CONTRACTOR: BACK CHARGES WILL NOT BE HONORED WITHOUT PRIOR AUTHORIZATION THESE DRAWINGS HAVE BEEN PREPARED IN ACCORDANCE WITH AISC CODE OF STANDARD PRACTICE FARGO NDMANDAN NDRAPID CITY SDBILLINGS MT TrueNorthSteel.com HOLES: BOLTS: MARK SYSTEM: STEEL: ELECTRODES: PAINT: SURFACE PREP: GENERAL NOTES REV DATE DESCRIPTION W SHAPES-A992, HSS-A500 GR.B, OTHERS-A36 15/16" Ø 7/8" Ø GKC NAS E70-60M OR E70-LH PRIMER B50WV8430 WHITE FINISH:----- SSPC-SP2 STANDARD A 09-01-2020 FOR APPROVAL BOZEMAN PUBLICSAFETY CENTER PMN0382LANGLAS & ASSOCIATES COATING:COAT. INSP:WELD. INSP:WELDER:DIM. INSP:LAYOUT:COMP. DATE HEAT#QC MARK GRADE STEEL UNIT WEIGHT REMARKSFt In LENGTH DESCRIPTIONQTY TOTAL QTY UNITMINOR MARK BILL OF MATERIAL FOR FABRICATION10-08-20200 1 REVISED AS NOTED12-07-20203/41/4333313-43/4 333312-103/433 41/241/241/2 41/2 51/2 21/2 3 51/2 3 21/2 1/4 3/161-63/813-111/261-6(1-HSS5x5x3/8x14-41/2) A500B 14-51/2 (P/P 14-51/2)TYP 3/8 3/8 SQ CUTWp EL 112-7EL 98-11/2B MARK FACE "A" "SOUTH"W18x65EL 112-1W18x50C A A 1-PL p26_2 1-PL p10_2 1-PL p10_2 1-ss4_28 REQ'DCNTR 1-PL p48_2CNTR 1-PL cp3_2CNTR Section A-A 02C30 ONE COLUMN 02C30 11/16 15/16x11/8 21/2 9 11/211/2 1-0 11/2911/21-01-15/16 1-15/16 5-15/16 5-15/16 9-15/16 9-15/16 13-15/16 13-15/16 3 3 14-51/21/4 SW-TYP 3/8 3/8 SQ CUT1 1 1 1 1 ONE COLUMN02C30 379 1 1 HSS5x5x3/8 14 41/2 321S2E02C30 A500B 1 1 PL3/4x12 1 0 31p26_2 A572-50 1 1 PL1/2x6 0 6 5p48_2 A36 2 2 PL3/8x5 1 0 6p10_2 A36 1 1 PL1/4x5 0 5 2cp3_2 A36 8 8 WS3/4 0 8 1ss4_2 A108 A Sep 1 2020 FOR APPROVAL 0 Oct 8 2020 FOR FABRICATION 1 Dec 7 2020 REVISED AS NOTED 228 Change Estimate Report Project: Bozeman Public Safety Center CE No:37 Project # 19426 Revision # Change Source: Sheet L-002 Note 2 Date:11/24/2020 Description:Drilling of Irrigation Well Category Quantity Unit Unit Cost Total -$ TBD 1 sum 24,000.00$ 24,000.00$ -$ -$ -$ -$ -$ -$ -$ -$ 22A.1500 (1) sum 9,750.00$ (9,750.00)$ -$ -$ -$ -$ -$ -$ -$ -$ -$ -$ -$ -$ -$ -$ -$ -$ SUBTOTAL 14,250.00$ GC/CM Business Insurance 0.625% 89.06$ CM Fee 3.2% 458.85$ Bond 1.0% 147.98$ 14,945.89$ TOTAL Irrigation Well Pump and Install (Central P&H) DEDUCT Description DEDUCT FROM CONTIGNECY Irrigation Well and Pump Bid (Pott's Drilling) 229 Bozeman Public Safety Center Irrigation Well Bid Unit Rate Schedule for Drilling, Construction, Test Pumping & Pump Installation Item Description Estimated Quantity IA: Mobilizations/Demobilization 1 2A: 6" Drilling with Casing 220 (includes 6" .250 casing, drive shoe, bentonite Units LS LF Rate $ 1,750.00 Total $ 1,750.00 $ 45.50 $ 10,010.00 & sanitary well cap) 3A: Well Construction/Development 4 HR $ 375.00 $ 1,500.00 4A: Pump Test Install & Remove 4 HR $ 125.00 $ 500.00 5A: Pump Test 4 HR $ 175.00 $ 700.00 6A: Pump System 1 LS $ 9,115.00 $ 9,115.00 3 hp. 35 gpm constant pressure pump system w/ mounting pedestal for pump controls and disconnect 7A: Excavation Cost 1 LS $ 425.00 $ 425.00 TOTAL $24,000.00 Total in words: Twenty-Four Thousand & 00/100 Contractor: Potts Drilling, Inc 80730 Gallatin Road Bozeman, MT 59718 (406) 586-6812 Signathre: Owner: Date: 10.20.2020 Signature: Print Date: 230 Material/Labor Direct Costs Qty Material Unit Price Material Cost Labor Hrs Labor Rate/Hr Labor Cost IP-1 Irrigation Pump, Starter Panel, pressure tank, and pressure switch.-1 $7,000 ($7,000.00)20 $85.00 ($1,700.00) $0.00 $85.00 $0.00 $0.00 $85.00 $0.00 $0.00 $85.00 $0.00 $0.00 $85.00 $0.00 $0.00 $85.00 $0.00 $0.00 $85.00 $0.00 Misc. Plumbing Materials $0.00 $0.00 $85.00 $0.00 $0.00 $85.00 $0.00 $0.00 $85.00 $0.00 $0.00 $85.00 $0.00 Misc. Sheet Metal Materials $0.00 $0.00 $95.00 $0.00 $0.00 $95.00 $0.00 $0.00 $95.00 $0.00 Misc. Sheet Metal Materials $0.00 ($7,000.00)($1,700.00) $90.00 $0.00 $90.00 $0.00 $90.00 $0.00 $0.00 SUMMARY Materials (detail above)($7,000.00) Equipment Rent Subsistence Lodging Costs Mileage (Total Miles X $1.25) Subtotal ($7,000.00) ($1,050.00) Labor (detail above)($1,700.00) Subcontractors/Vendors: - - - $0.00 Bond (If Applicable)$0.00 n CGR 1% State Tax (If Applicable)$0.00 n TOTAL AMOUNT DUE ($9,750.00) Sheet Metal Shop Fabrication: Sheet Metal: WORK MOD / SMALL PROJECT PRICING WORKSHEET Job Name: Bozeman Public Safety Center Description: Credit: Remove Providing & Installing IP-1 Irrigation Pump Date: 11-17-20 Plumbing: Supervision: Plumbing Supervision Sheet Metal Supervision Total Material/Labor Direct Costs Subcontractors with 10% Overhead & Profit PM Time Total Supervision 15% Overhead & Profit Comm. Drive/Bid Prep forms/Change Order Worksheet 231 Change Estimate Report Project: Bozeman Public Safety Center CE No:52 Project # 19426 Revision #2 Change Source: Sub.05 3100-01 / RFI 050 Date:3/22/2021 Description:Credit to Omit Primer on Underside of Deck at Non-Exposed Areas Category Quantity Unit Unit Cost Total 05A.0510 (62700)sqft 0.18$ (11,286.00)$ -$ -$ -$ -$ -$ -$ -$ -$ -$ -$ -$ -$ -$ -$ -$ -$ -$ -$ -$ -$ -$ -$ -$ -$ -$ SUBTOTAL (11,286.00)$ GC/CM Business Insurance 0.625% (70.54)$ CM Fee 3.2% (363.41)$ Bond 1.0% (117.20)$ (11,837.15)$ Description DEDUCT Primer at Galvanized Decking TOTAL 232 Project No: PMN0382 NOC No.: Proj. Name: To:LANGLAS CC: ATTN:Russel Pierce/ Sam Holt 1019 E Main St. Suite 101 Bozeman, MT 59715 Subject: Change Requested By:Sent Via:email Description of Change:Pricing Valid for:30 (Taxes NOT Included) (Taxes NOT Included) -$ (Taxes NOT Included) (11,286)$ (Taxes NOT Included) (11,286)$ (Taxes NOT Included) A signature below indicates acceptance of all changes shown herein. Any work associated with this change will begin upon receipt of a signed copy of this N.O.C. in our office. Accepted By TrueNorth Steel Date:PMN0382 CO #: Bozeman Public Safety Zone Date: #N/A #N/A Notification of Change 14 Deck Primer Credit jchiono SCHEDULE INFORMATION Original Price: J. Chiono ADDED WORKING DAYS Total All Previous Price Changes: DUE TO CHANGE Subtotal (Price+All Previous Changes): PRICE OF THIS CHANGE: 2.15.21 Revised Contract Amount: Outstanding Changes Pending Approval: Credit for deck that did not receive primer due to New Millenium vendor misinterpretation of designNew Mill has quote a credit of $Our estimator found: Square footage for Galvanized Decking: ~62,700 SF Square footage for Galvanized Top/ Gray Bottom: ~28,283 SF 18.25 per square, = $0.18 per sq foot 62,700SF x $0.18/sf = $11,286 revised credit 233 8200 Woolery Way | Fallon, Nevada 89406 | Phone: 775-867-2130 | Fax: 775-867-2169 | www.newmill.com Building a better steel experience. Jenna/Tom, I have reviewed the information concerning the cost difference between Galvanized deck and Galvanized deck with grey primer on the bottom. After reviewing this, I came up with a possible 471 squares of deck that may not be painted. The difference in price between the G60 finish and the G60/GB finish is $18.25 per square. The total credit for this amount would be equal to $8,595.75. The pricing for the deck is imported into the computer program we use to quote projects; this is the reason we do not have a pricing sheet for comparison. New Millennium Building Systems is not responsible for this amount since there was contradiction between the plans and the specifications we used on this job. This amount is for informational purposes only showing the cost difference between the different finishes of the deck required for this project. If you have any further questions, please feel free to contact me. Sincerely, Jeff Walker Customer Service Manager New Millennium Building Systems 234 Change Estimate Report Project: Bozeman Public Safety Center CE No:53 Project # 19426 Revision # Change Source: Bid Package 7E Date:3/1/2021 Description:Add Vapor Barrier at Exterior CMU Walls Category Quantity Unit Unit Cost Total 07E.0721 1 sum 68,900.000$ 68,900.00$ -$ -$ -$ -$ -$ -$ -$ -$ -$ -$ -$ -$ -$ -$ -$ -$ -$ -$ -$ -$ -$ -$ -$ -$ -$ SUBTOTAL 68,900.00$ GC/CM Business Insurance 0.625% 430.63$ CM Fee 3.2% 2,218.58$ Bond 1.0% 715.49$ 72,264.70$ Description DEDUCT FROM CONTINGENCY Fluid Applied Vapor Barrier (Meadowss Airshield) TOTAL 235 MT COATINGS 407 E King St, East Helena MT 59635 | 218-205-7980 | mtcoatingsandinsulation@gmail.com Date: 03/01/2021 Elizabeth Oliver Project Manager Langlas & Associates, Inc. Estimate: Bozeman Public Safety Center Fluid applied weather barrier: $68,900.00 Includes fluid applied application on concrete footings where called out in plans, above grade cast in place walls, and CMU block walls. Includes liquid flashing at all penetrations. Includes butyl flashing at control joints and window openings. Product proposed: Meadows Airshield LMP Alternate pricing deduct: $-5,000.00 Product proposed: Airshield TMP (not recommended due to application over CMU. This product is much better over sheathing). NOTE: All pricing includes prevailing wage, aerial lifts, and 1% state tax. MT Coatings 236 Memorandum REPORT TO:City Commission FROM:Chuck Winn, Assistant City Manager SUBJECT:Resolution 5300, Authorizing Prime Change Order 11 with Langlas and Associates for Construction of the Bozeman Public Safety Center MEETING DATE:April 20, 2021 AGENDA ITEM TYPE:Resolution RECOMMENDATION:Approve Resolution 5300, Authorizing Prime Change Order 11 with Langlas and Associates for construction of the Bozeman Public Safety Center. STRATEGIC PLAN:3.1 Public Safety: Support high quality public safety programs, emergency preparedness, facilities, and leadership. BACKGROUND:On July 27, 2020, the City Commission approved the Guaranteed Maximum Price Amendment for Construction of the Bozeman Public Safety Center as a part of the General Construction/Construction Manager agreement. This amendment contains provisions for altering the conditions of the agreement as authorized by the owner (City) and includes credits of $13,839 and additional work of $86,607 for two items necessary to the project but not included in the original bids; the drilling of an irrigation well to replace treated water, and the application of a vapor barrier for CMU walls. The Safety Center budget contains both owner and contractor contingencies to address unforeseen conditions, scope gaps, and owner requested changes. While every reasonable attempt was made to include everything in the original project plans and specs, projects of this size and complexity require changes during construction. The changes included in this request are reasonable and are within existing contingency amounts and overall project budget as authorized by the City Commission. UNRESOLVED ISSUES:None. ALTERNATIVES:As suggested by the City Commission. FISCAL EFFECTS:The net amount identified in Change Order 11 is within the approved contingency amounts and authorized project budget. Attachments: Resolution_5300 CO11.docx BPSC Job No. 19426 Prime CO #11 signed STL.pdf 19426 Change Estimate Log 04.01.21.pdf 237 Report compiled on: April 12, 2021 238 Version April 2020 RESOLUTION 5300 A RESOLUTION OF THE CITY COMMISSION OF THE CITY OF BOZEMAN, MONTANA, WHEREAS,the City Commission did, on July 27, 2020, authorize award of the Guaranteed Maximum Price (GMP) Amendment for Construction of the Bozeman Public Safety Center with Langlas and Associates; and WHEREAS,Section 7-5-4308, Montana Code Annotated, provides that any such alterations for modification of the specifications and/or plans of the contract be made by resolution; and WHEREAS, it has become necessary in the prosecution of the work to make alterations and modifications to the specifications and/or plans of the contract. NOW, THEREFORE, BE IT RESOLVED by the City Commission of the City of Bozeman, Montana, that the proposed modifications and/or alternates to the GMP Amendment for Construction of the Bozeman Public Safety Center, as contained in Change Order #11, attached hereto, be and the same are hereby approved; and the City Manager is hereby authorized and directed to execute the contract change order for and on behalf of the City; and the City Clerk is authorized and directed to attest such signature. PASSED, ADOPTED, AND APPROVED by the City Commission of the City of Bozeman, Montana, at a regular session thereof held on the 20th day of April, 2021. ___________________________________ CYNTHIA L. ANDRUS Mayor ATTEST: 239 Version April 2020 ___________________________________ MIKE MAAS City Clerk APPROVED AS TO FORM: ___________________________________ GREG SULLIVAN City Attorney 240 241 Date: 4/1/2021Change Estimate LogCONTRACT SUMMARYCONSTRUCTION CONTINGENCY SUMMARYContract Sum at GMP36,436,485.00$ Construction Contingency at GMP888,695.00$ Project Name:Previously Approved CO's561,591.97$ Previously Approved Adjustment215,519.95$ Bozeman Public Safety CenterCurrent Contract Sum36,998,076.97$ Current Contingency Amount673,175.05$ = Current CO ProposedJob Number: 19426Current Proposed CO(13,839.43)$ Current Proposed Adjustment86,607.51$ ROM = Rough Order of MagnitudePending CE's82,434.94$ Pending CE's29,519.45$ Potential New Contract Sum37,080,511.92$ Potential Contingency Remaining557,048.09$ CE # Related DocumentPrimeCO #DescriptionPotential Revision for ReviewCurrent CO for Approval Approved AmountPotential Revision to Construction ContingencyCurrent Adjustment to Construction Contingency for ApprovalApproved Adjustment to Construction ContingencyStarting Contract Amount (EWA 1)238,788.00$ -$ 1CoB Permit No. 287011 Provide demolition permit fees by Contractor. Previously listed "by Owner".2,009.57$ 2RTI Invoice 19-47791Provide Hazardous Material Survey and Sample Testing. Previously listed "by Owner".5,225.24$ 3RTI Invoice 19-48232Provide Hazardous Material Air Clearance Testing. Testing previously "by Owner".2,537.25$ 4EWA #1A3Remove buried foundation elements below Building "H", deemed as unforeseen conditions1,270.14$ 5EWA #2A3Concrete and Asphalt Material Crushing, Testing and Survey78,685.26$ 6EWA #34Rouse Avenue Utilities Early Work121,747.67$ 7EWA #3 T&M Work5Miscellaneous Time and Material Work During EWA 3 (NWE Prep, Insulate Water Main, etc.)324.23$ 8EWA #4 Sitework Package5Early Sitework Package Contract Awards and General Conditions3,073,348.35$ 13GMP Exhibit No. 1GMPAdd Building Packages to Contract for Guaranteed Maximum Price32,912,549.30$ (888,695.00)$ TOTALS AT GMP36,436,485.00$ (888,695.00)$ 9L. Evans E-mail 05.05.207Soil Removal and Replacement in Soft Areas in South West Parking Lot Area3,781.06$ 10S. Holt E-mail 05.19.207Hand Compaction of Curb Subbase and Base Due to Conflict with NWE Gas Line3,795.74$ 11ASI 0037Increase in Storm Drain Pipe due to Design Development1,808.20$ 12L. Evans E-mail 07.09.207Soil Removal and Replacement in Soft Areas on West Drive and North Parking Lot Areas10,476.03$ 14PR 01 -Decorative Fencing VENot Accepted15PR 02Modifications to Site Work from EWA 4 to Final Design2,329.18$ 16aAddendum 4 / RFI 0068Building Permit Review Comment Changes - Structural Revisions41,163.21$ 16bAddendum 4 and 5 Building Permit Review Comment Changes17GC/CM Agreement §11.37Builder's Risk Insurance75,404.91$ 18PCO 1, 2, 37EWA Permitting and Testing Fees not included with GMP11,724.21$ 19Bid Package 10A Add Fall Protection Anchors Missed In Contractor Bid29,519.45$ 20Alternate 87 Savings to Split Solar PV from Electrical Subcontractor(9,034.67)$ 21Building Re-Bid 08/07/207 Contract Re-Bid Bid Packages(7,973.95)$ 22Addendum 5 / PR 03 & 03.17Additional Sanitary Waste Plumbing and Backwater Valve Resulting from Building Permit Review37,151.70$ 23PR 048Replace KS-3 Faucets in Family Care 100F & Kitchenette 105A with Touch-Free KS-4 Faucets595.47$ 24RFI 0237Insulation Cover Protection Over Sand Oil Separator Vault and Inlet Pipe2,950.12$ 25RFI 02411 Reduction of Embed Studs(2,002.28)$ 26Building Re-Bid 08/07/20 Contract Remaining Bid Package Allowances27RFI 033 9Embed Plates at Bottom of All Brace Frame Footings22,855.51$ 28RFI 0208Foundation Wall Thickness Change at Stair 3 Alcove661.43$ 29ASI 0108Revised Foundation Wall Height at Area A684.20$ 30ASI 016 8PD Open Office Electrical and Technology Revisions4,516.68$ 31RFI 0679Modify Fitness Storage Room Doors with Louver Grilles137.62$ 32RFI 039b / PR 069Wall & Casework Modifications in Open Office 110971.25$ 33PR 058Ceiling and Electrical Revisions2,170.33$ 34Building Permit Schedule Extension for Permit Review Delay35aRFI 042 Area A Entry Footing Change4,780.40$ 35bRFI 066, ASI 019 Area D Entry Footing Change4,043.52$ 36Anodized Aluminum VE8Revise Aluminum Storefront, Curtainwall, Automatic Sliding Entrances and Windows to Anodized(11,117.65)$ 37Sheet L-002 Note 211Drilling of Irrigation Well14,342.82$ 38RFI 05710Electrical Room 148B Changes (Elimination of Panel, relocate circuiting, reduced panel rating)(2,558.34)$ 39RFI 043-Glycol Concentration Discrepancies for AHU-2, AHU-3 and ERV-1Closed40RFI 089 Screened Rock for Interior Backfill and Slab Prep14,054.38$ 41PR 08Eliminate Interview Room Security System(7,466.92)$ 42PR 0910Modified Furniture Layout in Digital Forensics Room 142E2,195.67$ 43PR 10Changes to FD Wardrobe ClosetNot Accepted44PR 079Additional Exterior Electrical Outlets714.47$ 45Bid Package 31 Allowances Material Off-Haul and Structural Fill Import Beyond Contract Allowances32,849.58$ 46RFI 065 Revision and Rework of Area D Wall - Along GL D.2 at V-19047ASI 2410Modification of Hand Rail Design and Installation3,658.57$ City of BozemanLanglasCommentsTracked T&M.Negative amounts to Const. Contingency mean funds added to line item.Tracked T&M.Approved by C.Winn via phone call 06/04 with L.CantrellClosed 11.19.20 OAC. Savings $26,115.98.Pending landscape and permanent fencing pricing.Discussed 03.04 and approvedReserve costs for future discussion and evaluation of schedule.Inadvertently not included with GMP document.Pending review of alt. manufacture installation instructions.See Allowance Log.Drilling of the well not included in GMP.RFI response revised so there would be no cost change.Pending receipt of haul tickets from subcontractor.Due to ceiling height change, CoB opted to forgo. OAC 04/01/21Building mounted receptacles, only, approved.Preliminary estimate based on subcontractor feedback.Holding.Holding until CoB awards new vendor.2270 Grant Road Billings, MT 59102 P 406.656.0629 F 406.656.1088 ~ 1019 East Main St., Suite 101 Bozeman, MT 59715 P 406.585.3420 F 406.585.4110 ~ 280 East Front., Suite B Missoula, MT 59802 P 406.215.1356 F 406.926.2005242 CE # Related DocumentPrimeCO #DescriptionPotential Revision for ReviewCurrent CO for Approval Approved AmountPotential Revision to Construction ContingencyCurrent Adjustment to Construction Contingency for ApprovalApproved Adjustment to Construction ContingencyComments48ASI 2810VAV Schedule Revisions(781.79)$ 49RFI 0719Horizontal Joint Reinforcement in 8M-1 and 12M-3 Wall Types(5,746.15)$ 50PR 11Courtroom AV14,895.44$ 51CASE Testing10Masonry Grout Comparison Testing6,908.07$ 52Sub.05 3100-01 / RFI 05011Credit to Omit Primer on Underside of Deck at Non-Exposed Areas(11,837.15)$ 53Bid Package 7E11Add Vapor Barrier at Exterior CMU Walls72,264.70$ 54PR 12FD Kitchen Dishwasher/Sanitizer Addition7,683.33$ 55RFI 109 Increase Roof Drain Pipe Sizing from 4" to 6"56Master Budget Reconciliation10Move Builder's Risk Insurance from Contractor Contingency to Owner Change75,404.91$ (75,404.91)$ 57PR 13Drive Approach Sleeves to Future NWE Overhead Line Relocation58Allowance 210Add to Winter Conditions Allowance380,000.00$ 200,000.00$ 59ASI 40Revised Masonry Veneer Ledger Angle Details60RFI 032 Revised Brick Ledge at Grid A.461PR 14Fire Department Gear Dryer (Electrical Modifications)62PR 15Fire Department Conference Room Second Display and Screen Size Increase63PR 16Super Graphics3,893.39$ 64ASI 39Second Level Floor Box Locations(977.88)$ 65ASI 43a Masonry Mechanical Chase Opening in Area D Grid 2.7 Wall66PR 17FD GPS Repeater Infrastructure2,627.73$ 67PR 18Future Judge Restroom RR-251 Plumbing Rough-in3,722.79$ 68PR 18Future Judge Restroom RR-251 Shell Fit Out6970TOTALS POST GMP82,434.94$ (13,839.43)$ 561,591.97$ 29,519.45$ 86,607.51$ 215,519.95$ Returned to LL with question on electrical pricing.Reflects revised plumbing pricing to replace 2" branch with 4"Originally shown on Owner side of Master Budget Sheet.Sent to T1 for approval 03.22.21New bid from alternate subcontractor. T1/LL working on VE.LL reviewing subcontractor pricing.Not to Exceed shared cost between Owner and Contingency.Pending receipt of pricing from AV subcontractor.LL reviewing for impacts to wall framing.Likely public areas only. Revisit closer to turnoverPlumbing rough-in cost only. See CE 68 for finishes.2270 Grant Road Billings, MT 59102 P 406.656.0629 F 406.656.1088 ~ 1019 East Main St., Suite 101 Bozeman, MT 59715 P 406.585.3420 F 406.585.4110 ~ 280 East Front., Suite B Missoula, MT 59802 P 406.215.1356 F 406.926.2005243 Change Estimate Report Project: Bozeman Public Safety Center CE No:25 Project # 19426 Revision #1 Change Source: RFI 024 Date:2/18/2021 Description:Reduction of Embed Studs Category Quantity Unit Unit Cost Total -$ 05A.0510 (999)ea 0.95$ (949.05)$ 05A.0510 (16) hrs 60.00$ (960.00)$ -$ -$ -$ -$ -$ -$ -$ -$ -$ -$ -$ -$ -$ -$ -$ -$ -$ -$ -$ -$ -$ -$ -$ -$ SUBTOTAL (1,909.05)$ GC/CM Business Insurance 0.625% (11.93)$ CM Fee 3.2% (61.48)$ Bond 1.0% (19.82)$ (2,002.29)$ Reduction of embedded studs attached to HSS columns at masonry walls. Description DEDUCT Embedded Studs (Steel Material) Shop Welding TOTAL 244 Project No: PMN0382 NOC No.: Proj. Name: To:LANGLAS CC: ATTN:Russel Pierce/ Sam Holt 1019 E Main St. Suite 101 Bozeman, MT 59715 Subject: Change Requested By:Sent Via:email Description of Change:Pricing Valid for:30 days (Taxes NOT Included) (Taxes NOT Included) -$ (Taxes NOT Included) (1,909)$ (Taxes NOT Included) (Taxes NOT Included) A signature below indicates acceptance of all changes shown herein. Any work associated with this change will begin upon receipt of a signed copy of this N.O.C. in our office. Accepted By TrueNorth Steel Date:PMN0382 CO #: Bozeman Public Safety Zone Date: #N/A #N/A Notification of Change 7 RFI 24- Credit for stud elimination jchiono SCHEDULE INFORMATION Original Price: J. Chiono ADDED WORKING DAYS Total All Previous Price Changes: DUE TO CHANGE Subtotal (Price+All Previous Changes): PRICE OF THIS CHANGE: 4 Revised Contract Amount: Outstanding Changes Pending Approval: 999 studs eliminated per RFI 024 Quoted $0.95 ea Please note, this credit it per RFI 024 only, and is for studs eliminated from columns cast into CMU As you can see, we provided fabrication drawings that show these studs shot on in the shop, as that is preferred procedure (versus field welding) per agreements with erector, and based on condition in which the stud is being used. Labor for shooting on 999 studs = ~1 min each; 16 hrs @ $60 = $960 245 Date Issued: To:Submitted by: Attn: Email:Reference: Tel:Fax Subject: Information Requested: Potential Cost Impact Potential Sched. Impact Response Requested By: Response: Signed By:Date Answered: RFI Direction Notice: Proceed with work as noted above. Do not proceed with work. Please provide pricing for work as described above. Distribution RFI #Request For Information 2270 Grant Road Billings, MT 59102 P 406.656.0629 F 406.656.1088 1019 East Main St., Suite 101 Bozeman, MT 59715 P 406.585.3420 F 406.585.4110 280 East Front., Suite B Missoula, MT 59802 P 406.215.1356 F 406.926.2005 Bozeman Public Safety Center 24 ThinkOne Architects Jon Wirth jwirth@think1.com (406) 586-7020 08/28/2020 Sam Holt Langlas & Associates, Inc. 5/S-400 Stud Spacing at HSS Column in Masonry Wall Langlas is requesting to reduce the amount of studs at HSS columns in masonry walls shown on detal 5/S-400. Horizontal reinforcement is 8" OC, which would out studs every 8" vertically welded onto the column. This same detail also calls out sill seal around the column, and we are requesting to eliminate the sill seal from this detail. Please advise. 4 4 9/4/20 Langlas & Associates- File Russell Pierce - LL Elizabeth Oliver - LL Mark Dehn - LL Jon Wirth - Think1 Elizabeth Seidel - Think1 246 Requesting reductionin stud spacingRequesting toeliminate sill seal atcolumn247 1 Jenna Chiono From:Tyler Hendrix <tyler@heritagesteelservices.com> Sent:Tuesday, February 16, 2021 6:03 AM To:Jenna Chiono Subject:Re: NOC- credit for stud, revised ❗ CAUTION: This email originated outside of the organization. Do not open any links or attachments unless you know the content is safe. Jenna, We have verified the removed stud count and can confirm that a total of 999 quantity studs are removed. Thanks, Tyler From: Jenna Chiono <Jenna.Chiono@TrueNorthSteel.com> Sent: Monday, February 15, 2021, 10:25 AM To: Tyler Hendrix Subject: RE: NOC- credit for stud, revised Thanks! Jenna Chiono Project Manager 406-869-2618 Direct 406-702-0350 Cell www.truenorthsteel.com 1501 South 30th Street West Billings, MT 59102 From: Tyler Hendrix <tyler@heritagesteelservices.com> Sent: Monday, February 15, 2021 8:25 AM To: Jenna Chiono <Jenna.Chiono@TrueNorthSteel.com> Subject: RE: NOC- credit for stud, revised ❗ CAUTION: This email originated outside of the organization. Do not open any links or attachments unless you know the content is safe. I will let you know ASAP. 248 1 Jenna Chiono From:Rob O'Brien <rob.obrien@cox-industries.com> Sent:Friday, October 9, 2020 8:14 AM To:Jenna Chiono Subject:Re: PMN0382 Stud Quote Categories:Quotes Jenna, Here is pricing. 3/4x6-3/16 60 per $.69/ ea 3/4x7-3/16 60 per $.76/ ea 3/4x8-3/16. 50 per $.85// ea Approx frt $1,200 Regards, Rob O’Brien Cox Industries Cell: 651-332-1808 From: Jenna Chiono <Jenna.Chiono@TrueNorthSteel.com> Sent: Thursday, October 8, 2020 3:46:27 PM To: Rob O'Brien <rob.obrien@cox-industries.com> Subject: PMN0382 Stud Quote Hi Rob- Could you work up a quote on the weld studs below? FOB Mandan, ND Thanks- Jenna Chiono Project Manager 406-869-2618 Direct 406-702-0350 Cell www.truenorthsteel.com 249 FINAL STUD COUNT PRE RFI STUD COUNT 2c1 7 46 2c2 15 69 2c3 10 48 2c4 10 48 2c5 9 40 2c6 10 46 2c7 20 57 2c8 10 53 2c9 16 84 2c10 10 48 2c11 10 42 2c12 18 48 2c13 18 90 2c14 16 50 2c15 16 50 2c16 8 50 2c17 19 60 2c18 9 42 2c19 27 141 2c20 12 52 2c21 5 24 2c22 10 60 2c23 8 14 2c24 8 14 2c25 14 26 2c26 10 10 2c27 10 18 2c28 15 27 2c29 10 10 2c30 8 368 1367 Delta:999 250 Erection Drawings There is 1 copy 08/18/20 PMN0382 - Bozeman Public Safety Center Langlas & Associates 1019 East Main St Bozeman MT Approval To: Russell Pierce Enclosed following for your: Attention of : Address: Contract Transmittal date : DRAWING TRANSMITTAL Revision Drawing Title Transmittal No.:11 08/31/20 Response required by: By Email rpierce@langlas.com These drawings have been revised as requested and are being resubmitted for Approval. Please review these drawings and return (1) copy with comments and stamped with action to be taken. Contact the Project Manager with any questions or concerns. Thank You, Jenna Chiono Project Manager True North Steel Billings (406) 869-2618 Direct Jenna.chiono@truenorthsteel.com Drawing Date Phone: 406-585-3420 EM1 B 08/13/20 EM2 B 08/13/20 EM3 B 08/13/20 EM4 B 08/13/20 EM5 B 08/13/20 EM6 B 08/13/20 EM7 B 08/13/20 EM8 B 08/13/20 EM9 B 08/13/20 EM10 B 08/13/20 EM11 B 08/13/20 EM12 B 08/13/20 TrueNorth Steel 702 13th Ave East West Fargo ND 58078 Fax: 701-373-8014 Phone: 701-373-7781 251 Erection Drawings There is 1 copy 08/18/20 PMN0382 - Bozeman Public Safety Center Langlas & Associates 1019 East Main St Bozeman MT Approval To: Russell Pierce Enclosed following for your: Attention of : Address: Contract Transmittal date : DRAWING TRANSMITTAL Revision Drawing Title Transmittal No.:11 08/31/20 Response required by: By Email rpierce@langlas.com Drawing Date Phone: 406-585-3420 EM13 B 08/13/20 EM14 B 08/13/20 EM15 B 08/13/20 TrueNorth Steel 702 13th Ave East West Fargo ND 58078 Fax: 701-373-8014 Phone: 701-373-7781 252 Fabrication Drawings There is 1 copy 08/18/20 PMN0382 - Bozeman Public Safety Center Langlas & Associates 1019 East Main St Bozeman MT Approval To: Russell Pierce Enclosed following for your: Attention of : Address: Contract Transmittal date : DRAWING TRANSMITTAL Revision Drawing Title Transmittal No.:12 08/31/20 Response required by: By Email rpierce@langlas.com These drawings have been revised as requested and are being resubmitted for Approval. Please review these drawings and return (1) copy with comments and stamped with action to be taken. Contact the Project Manager with any questions or concerns. Thank You, Jenna Chiono Project Manager True North Steel Billings (406) 869-2618 Direct Jenna.chiono@truenorthsteel.com Drawing Date Phone: 406-585-3420 COLUMN02C1A08/14/20 COLUMN02C2A08/14/20 COLUMN02C3A08/14/20 COLUMN02C4A08/14/20 COLUMN02C5A08/14/20 COLUMN02C6A08/14/20 COLUMN02C7A08/14/20 COLUMN02C8A08/14/20 COLUMN02C9A08/14/20 COLUMN02C10A08/14/20 COLUMN02C11B08/14/20 COLUMN02C12A08/14/20 COLUMN02C13A08/14/20 TrueNorth Steel 702 13th Ave East West Fargo ND 58078 Fax: 701-373-8014 Phone: 701-373-7781 253 Fabrication Drawings There is 1 copy 08/18/20 PMN0382 - Bozeman Public Safety Center Langlas & Associates 1019 East Main St Bozeman MT Approval To: Russell Pierce Enclosed following for your: Attention of : Address: Contract Transmittal date : DRAWING TRANSMITTAL Revision Drawing Title Transmittal No.:12 08/31/20 Response required by: By Email rpierce@langlas.com Drawing Date Phone: 406-585-3420 COLUMN02C14A08/14/20 COLUMN02C15A08/14/20 COLUMN02C16A08/14/20 COLUMN02C17A08/14/20 COLUMN02C18B08/14/20 COLUMN02C19A08/14/20 COLUMN02C20A08/14/20 COLUMN02C21A08/14/20 COLUMN02C22A08/14/20 COLUMN02C23A08/14/20 COLUMN02C24A08/14/20 COLUMN02C25A08/14/20 COLUMN02C26A08/14/20 COLUMN02C27A08/14/20 COLUMN02C28A08/14/20 COLUMN02C29A08/14/20 EMBED PLATE02EM1A08/14/20 EMBED PLATE02EM3B08/14/20 EMBED PLATE02EM5B08/14/20 EMBED PLATE02EM8B08/14/20 EMBED PLATE02EM11B08/14/20 TrueNorth Steel 702 13th Ave East West Fargo ND 58078 Fax: 701-373-8014 Phone: 701-373-7781 254 Fabrication Drawings There is 1 copy 08/18/20 PMN0382 - Bozeman Public Safety Center Langlas & Associates 1019 East Main St Bozeman MT Approval To: Russell Pierce Enclosed following for your: Attention of : Address: Contract Transmittal date : DRAWING TRANSMITTAL Revision Drawing Title Transmittal No.:12 08/31/20 Response required by: By Email rpierce@langlas.com Drawing Date Phone: 406-585-3420 EMBED PLATE02EM13B08/14/20 EMBED PLATE02EM20B08/14/20 EMBED PLATE02EM24B08/14/20 EMBED PLATE02EM25B08/14/20 EMBED PLATE02EM27B08/14/20 EMBED PLATE02EM28B08/14/20 EMBED PLATE02EM29B08/14/20 EMBED PLATE02EM30B08/14/20 EMBED PLATE02EM31B08/14/20 EMBED PLATE02EM32B08/14/20 EMBED PLATE02EM33A08/14/20 EMBED PLATE02EM34A08/14/20 EMBED PLATE02EM35A08/14/20 EMBED PLATE02EM36A08/14/20 EMBED PLATE02EM37A08/14/20 EMBED PLATE02EM38A08/14/20 TrueNorth Steel 702 13th Ave East West Fargo ND 58078 Fax: 701-373-8014 Phone: 701-373-7781 255 JOB:DRAWN BY: CHECKED BY: JOB NUMBER: SHEET NO. CONTRACTOR: BACK CHARGES WILL NOT BE HONORED WITHOUT PRIOR AUTHORIZATION THESE DRAWINGS HAVE BEEN PREPARED IN ACCORDANCE WITH AISC CODE OF STANDARD PRACTICE FARGO NDMANDAN NDRAPID CITY SDBILLINGS MT TrueNorthSteel.com HOLES: BOLTS: MARK SYSTEM: STEEL: ELECTRODES: PAINT: SURFACE PREP: GENERAL NOTES REV DATE DESCRIPTION W SHAPES-A992, HSS-A500 GR.B, OTHERS-A36 15/16" Ø 7/8" Ø GKC NAS BILL OF MATERIAL MARK MINOR MARK UNIT QTY DESCRIPTION LENGTH Ft In REMARKS WEIGHT UNIT STEEL GRADE E70-60M OR E70-LH SHERWIN WILLIAMS B50AV1022 (2.0-3.0 MILS DFT) FINISH:----- SSPC-SP2 STANDARD A 08-13-2020 FOR APPROVAL BOZEMAN PUBLICSAFETY CENTER PMN0382LANGLAS & ASSOCIATESSQ CUTSQ CUT333333341/213-111/4 71/251/23/4 3/4 6 3 3 83/8 1-43/8 2-03/8 2-83/8 3-43/8 4-03/8 4-83/8 5-43/8 6-03/8 6-83/8 7-43/8 8-03/8 8-83/8 9-43/8 10-03/8 10-83/8 11-43/8 12-03/8 12-83/8 13-43/8 14-03/8 14-83/8 15-43/8 1/42-513/16(1-HSS6x6x1/2x16-01/2) A500B 16-11/2 (P/P 16-11/2)1/4 1/4EL 114-3EL 98-11/2W30x108B MARK FACE "A" "SOUTH"C A A 1-PL p27_2 1-ss4_246 REQ'D 1-PL p34_2 1-PL cp4_2CNTR Section A-A 02C1 ONE COLUMN 02C1 11/16 15/16x11/8 16-11/215-43/8 14-83/8 14-03/8 13-43/8 12-83/8 12-03/8 11-43/8 10-83/8 10-03/8 9-43/8 8-83/8 8-03/8 7-43/8 6-83/8 6-03/8 5-43/8 4-83/8 4-03/8 3-43/8 2-83/8 2-03/8 1-43/8 83/81/43/425/8 11/2 25/8 63/4 31/21-111/211/231/21-61-171/251/21/4 SW-TYP COLUMN02C1 656 1 HSS6x6x1/2 16 01/2 563S2E02C1 A500B 1 PL3/4x63/4 1 6 26p27_2 A572-50 1 PL1/2x5 2 0 17p34_2 A36 1 PL1/4x6 0 6 3cp4_2 A36 46 WS3/4 0 8 1ss4_2 A108 256 JOB:DRAWN BY: CHECKED BY: JOB NUMBER: SHEET NO. CONTRACTOR: BACK CHARGES WILL NOT BE HONORED WITHOUT PRIOR AUTHORIZATION THESE DRAWINGS HAVE BEEN PREPARED IN ACCORDANCE WITH AISC CODE OF STANDARD PRACTICE FARGO NDMANDAN NDRAPID CITY SDBILLINGS MT TrueNorthSteel.com HOLES: BOLTS: MARK SYSTEM: STEEL: ELECTRODES: PAINT: SURFACE PREP: GENERAL NOTES REV DATE DESCRIPTION W SHAPES-A992, HSS-A500 GR.B, OTHERS-A36 15/16" Ø 7/8" Ø GKC NAS BILL OF MATERIAL MARK MINOR MARK UNIT QTY DESCRIPTION LENGTH Ft In REMARKS WEIGHT UNIT STEEL GRADE E70-60M OR E70-LH SHERWIN WILLIAMS B50AV1022 (2.0-3.0 MILS DFT) FINISH:----- SSPC-SP2 STANDARD A 08-13-2020 FOR APPROVAL BOZEMAN PUBLICSAFETY CENTER PMN0382LANGLAS & ASSOCIATESSQ CUTSQ CUT33333314-63/4 6 3 3 83/8 1-43/8 2-03/8 2-83/8 3-43/8 4-03/8 4-83/8 5-43/8 6-03/8 6-83/8 7-43/8 8-03/8 8-83/8 9-43/8 10-03/8 10-83/8 11-43/8 12-03/8 12-83/8 13-43/8 14-03/8 14-83/8 15-43/8 83/8 1-43/8 2-03/8 2-83/8 3-43/8 4-03/8 4-83/8 5-43/8 6-03/8 6-83/8 7-43/8 8-03/8 8-83/8 9-43/8 10-03/8 10-83/8 11-43/8 12-03/8 12-83/8 13-43/8 14-03/8 14-83/8 15-43/8 3/161-1111/16(1-HSS6x6x1/2x16-01/2) A500B 16-11/2 (P/P 16-11/2)1/4 1/4EL 114-3EL 98-11/2W24x62B MARK FACE "A" "SOUTH"C A A 1-ss4_2CNTR69 REQ'D 1-PL p22_2 1-PL cp4_2CNTR Section A-A 02C2 ONE COLUMN 02C2 15/16x11/8 1/43/43/43/4 71/251/211/231/21-61-171/251/225/8 11/2 25/8 63/4 31/21-111/216-11/283/8 1-43/8 2-03/8 2-83/8 3-43/8 4-03/8 4-83/8 5-43/8 6-03/8 6-83/8 7-43/8 8-03/8 8-83/8 9-43/8 10-03/8 10-83/8 11-43/8 12-03/8 12-83/8 13-43/8 14-03/8 14-83/8 15-43/8 1/4 SW-TYP 1-PL p27_2 11/16 COLUMN02C2 676 1 HSS6x6x1/2 16 01/2 563S2E02C2 A500B 1 PL3/4x63/4 1 6 26p27_2 A572-50 1 PL1/2x5 1 6 13p22_2 A36 1 PL1/4x6 0 6 3cp4_2 A36 69 WS3/4 0 8 1ss4_2 A108 257 JOB:DRAWN BY: CHECKED BY: JOB NUMBER: SHEET NO. CONTRACTOR: BACK CHARGES WILL NOT BE HONORED WITHOUT PRIOR AUTHORIZATION THESE DRAWINGS HAVE BEEN PREPARED IN ACCORDANCE WITH AISC CODE OF STANDARD PRACTICE FARGO NDMANDAN NDRAPID CITY SDBILLINGS MT TrueNorthSteel.com HOLES: BOLTS: MARK SYSTEM: STEEL: ELECTRODES: PAINT: SURFACE PREP: GENERAL NOTES REV DATE DESCRIPTION W SHAPES-A992, HSS-A500 GR.B, OTHERS-A36 15/16" Ø 7/8" Ø GKC NAS BILL OF MATERIAL MARK MINOR MARK UNIT QTY DESCRIPTION LENGTH Ft In REMARKS WEIGHT UNIT STEEL GRADE E70-60M OR E70-LH SHERWIN WILLIAMS B50AV1022 (2.0-3.0 MILS DFT) FINISH:----- SSPC-SP2 STANDARD A 08-13-2020 FOR APPROVAL BOZEMAN PUBLICSAFETY CENTER PMN0382LANGLAS & ASSOCIATESSQ CUTSQ CUT33333341/214-101/4 6 3 3 8 1-43/8 2-03/8 2-83/8 3-43/8 4-03/8 4-83/8 5-43/8 6-03/8 6-83/8 7-43/8 8-03/8 8-83/8 9-43/8 10-03/8 10-83/8 11-43/8 12-03/8 12-83/8 13-43/8 14-03/8 14-83/8 15-43/8 16-03/8 1/42-27/8(1-HSS6x6x1/2x16-81/2) A500B 16-91/2 (P/P 16-91/2)1/4 1/4EL 114-3EL 97-51/2W27x94B MARK FACE "A" "SOUTH" C A A 1-PL p29_2 1-ss4_2 CNTR48 REQ'D 1-PL p28_2 1-PL cp4_2CNTR Section A-A 02C3 ONE COLUMN 02C3 AT GRID: 1.6 15/16x11/8 16-91/216-03/8 15-43/8 14-83/8 14-03/8 13-43/8 12-83/8 12-03/8 11-43/8 10-83/8 10-03/8 9-43/8 8-83/8 8-03/8 7-43/8 6-83/8 6-03/8 5-43/8 4-83/8 4-03/8 3-43/8 2-83/8 2-03/8 1-43/8 81/43/411/2 1-1 11/21011/21-1555 5 11/2 10 1/4 SW-TYP 11/16 COLUMN02C3 690 1 HSS6x6x1/2 16 81/2 587S2E02C3 A500B 1 PL3/4x13 1 1 36p29_2 A572-50 1 PL1/2x5 1 9 15p28_2 A36 1 PL1/4x6 0 6 3cp4_2 A36 48 WS3/4 0 8 1ss4_2 A108 258 JOB:DRAWN BY: CHECKED BY: JOB NUMBER: SHEET NO. CONTRACTOR: BACK CHARGES WILL NOT BE HONORED WITHOUT PRIOR AUTHORIZATION THESE DRAWINGS HAVE BEEN PREPARED IN ACCORDANCE WITH AISC CODE OF STANDARD PRACTICE FARGO NDMANDAN NDRAPID CITY SDBILLINGS MT TrueNorthSteel.com HOLES: BOLTS: MARK SYSTEM: STEEL: ELECTRODES: PAINT: SURFACE PREP: GENERAL NOTES REV DATE DESCRIPTION W SHAPES-A992, HSS-A500 GR.B, OTHERS-A36 15/16" Ø 7/8" Ø GKC NAS BILL OF MATERIAL MARK MINOR MARK UNIT QTY DESCRIPTION LENGTH Ft In REMARKS WEIGHT UNIT STEEL GRADE E70-60M OR E70-LH SHERWIN WILLIAMS B50AV1022 (2.0-3.0 MILS DFT) FINISH:----- SSPC-SP2 STANDARD A 08-13-2020 FOR APPROVAL BOZEMAN PUBLICSAFETY CENTER PMN0382LANGLAS & ASSOCIATES1/433333315-23/4 41/241/241/2 41/2 51/2 21/2 3 1-03/8 1-83/8 2-43/8 3-03/8 3-83/8 4-43/8 5-03/8 5-83/8 6-43/8 7-03/8 7-83/8 8-43/8 9-03/8 9-83/8 10-43/8 11-03/8 11-83/8 12-43/8 13-03/8 13-83/8 14-43/8 15-03/8 15-83/8 1/43/41-117/8(1-HSS5x5x1/2x16-81/2) A500B 16-91/2 (P/P 16-91/2)1/4 1/4SQ CUTWp EL 114-3EL 97-51/2W24x76B MARK FACE "A" "SOUTH"C A A 1-PL p26_2 1-ss4_2CNTR48 REQ'D 1-PL p22_2 1-PL cp3_2CNTR Section A-A 02C4 ONE COLUMN 02C4 11/16 15/16x11/8 11/2911/21-011/2 9 11/2 1-0SQ CUT15-83/8 15-03/8 14-43/8 13-83/8 13-03/8 12-43/8 11-83/8 11-03/8 10-43/8 9-83/8 9-03/8 8-43/8 7-83/8 7-03/8 6-43/8 5-83/8 5-03/8 4-43/8 3-83/8 3-03/8 2-43/8 1-83/8 1-03/8 43/843/8 16-91/21/4 SW-TYP COLUMN02C4 568 1 HSS5x5x1/2 16 81/2 473S2E02C4 A500B 1 PL3/4x12 1 0 31p26_2 A572-50 1 PL1/2x5 1 6 13p22_2 A36 1 PL1/4x5 0 5 2cp3_2 A36 48 WS3/4 0 8 1ss4_2 A108 259 JOB:DRAWN BY: CHECKED BY: JOB NUMBER: SHEET NO. CONTRACTOR: BACK CHARGES WILL NOT BE HONORED WITHOUT PRIOR AUTHORIZATION THESE DRAWINGS HAVE BEEN PREPARED IN ACCORDANCE WITH AISC CODE OF STANDARD PRACTICE FARGO NDMANDAN NDRAPID CITY SDBILLINGS MT TrueNorthSteel.com HOLES: BOLTS: MARK SYSTEM: STEEL: ELECTRODES: PAINT: SURFACE PREP: GENERAL NOTES REV DATE DESCRIPTION W SHAPES-A992, HSS-A500 GR.B, OTHERS-A36 15/16" Ø 7/8" Ø GKC NAS BILL OF MATERIAL MARK MINOR MARK UNIT QTY DESCRIPTION LENGTH Ft In REMARKS WEIGHT UNIT STEEL GRADE E70-60M OR E70-LH SHERWIN WILLIAMS B50AV1022 (2.0-3.0 MILS DFT) FINISH:----- SSPC-SP2 STANDARD A 08-13-2020 FOR APPROVAL BOZEMAN PUBLICSAFETY CENTER PMN0382LANGLAS & ASSOCIATESSQ CUT1/4333313-83/4 41/241/2 41/241/251/2 3 21/2 83/8 1-43/8 2-03/8 2-83/8 3-43/8 4-03/8 4-83/8 5-43/8 6-03/8 6-83/8 7-43/8 8-03/8 8-83/8 9-43/8 10-03/8 10-83/8 11-43/8 12-03/8 12-83/8 13-43/8 14-03/8 3/161-43/8(1-HSS5x5x1/2x14-81/2) A500B 14-91/2 (P/P 14-91/2)1/4 1/4SQ CUTWp EL 114-3EL 99-51/2B MARK FACE "A" "SOUTH"W16x57C A A 1-PL p26_2 1-ss4_2CNTR40 REQ'D 1-PL p10_2 1-PL cp3_2CNTR Section A-A 02C5 ONE COLUMN 02C5 AT GRID: 1.12 11/16 15/16x11/8 14-91/212-83/8 12-03/8 11-43/8 10-83/8 10-03/8 9-43/8 8-83/8 8-03/8 7-43/8 6-83/8 6-03/8 5-43/8 4-83/8 4-03/8 3-43/8 2-83/8 2-03/8 1-43/8 83/8 3/411/2911/21-011/2 9 11/2 1-0 1/4 SW-TYP COLUMN02C5 496 1 HSS5x5x1/2 14 81/2 416S2E02C5 A500B 1 PL3/4x12 1 0 31p26_2 A572-50 1 PL3/8x5 1 0 6p10_2 A36 1 PL1/4x5 0 5 2cp3_2 A36 40 WS3/4 0 8 1ss4_2 A108 260 JOB:DRAWN BY: CHECKED BY: JOB NUMBER: SHEET NO. CONTRACTOR: BACK CHARGES WILL NOT BE HONORED WITHOUT PRIOR AUTHORIZATION THESE DRAWINGS HAVE BEEN PREPARED IN ACCORDANCE WITH AISC CODE OF STANDARD PRACTICE FARGO NDMANDAN NDRAPID CITY SDBILLINGS MT TrueNorthSteel.com HOLES: BOLTS: MARK SYSTEM: STEEL: ELECTRODES: PAINT: SURFACE PREP: GENERAL NOTES REV DATE DESCRIPTION W SHAPES-A992, HSS-A500 GR.B, OTHERS-A36 15/16" Ø 7/8" Ø GKC NAS BILL OF MATERIAL MARK MINOR MARK UNIT QTY DESCRIPTION LENGTH Ft In REMARKS WEIGHT UNIT STEEL GRADE E70-60M OR E70-LH SHERWIN WILLIAMS B50AV1022 (2.0-3.0 MILS DFT) FINISH:----- SSPC-SP2 STANDARD A 08-13-2020 FOR APPROVAL BOZEMAN PUBLICSAFETY CENTER PMN0382LANGLAS & ASSOCIATES3/41/433333314-23/4 33329-73/4 17-103/4 19-73/4 4 21/2 11/2 51/2 3 21/2 93/493/4 1/8 1/415-91/214-82-01/81-17/8(1-HSS5x5x1/2x30-41/2) A500B 30-51/2 (P/P 30-51/2)1/4 1/4 1/4 1/4SQ CUTWp EL 128-11EL 98-51/2EL 114-3W24x84B MARK FACE "A" "SOUTH"W14x26C A A B B 1-PL p26_2 1-ss4_2CNTR46 REQ'D 1-PL p24_2 1-PL p30_2CNTR 1-PL p30_2CNTR 1-PL p22_2 1-PL cp3_2CNTR Section A-A 02C6 Section B-B 02C6 ONE COLUMN 02C6 13/16 15/16x11/8 SQ CUT1-53/4 2-13/4 2-93/4 3-53/4 4-93/4 4-13/4 5-53/4 6-13/4 6-93/4 7-53/4 8-13/4 8-93/4 9-53/4 10-93/4 10-13/4 12-13/4 11-53/4 12-93/4 13-53/4 14-13/4 14-93/4 15-53/4 51/2 21/2 3 1-53/4 2-13/4 2-93/4 3-53/4 4-13/4 4-93/4 5-53/4 6-13/4 6-93/4 7-53/4 8-13/4 8-93/4 9-53/4 10-13/4 10-93/4 11-53/4 12-13/4 12-93/4 13-53/4 14-13/4 14-93/4 15-53/4 30-51/21-9SAFETY CABLE HOLE1-0 1-041/2 41/2 11/2 9 11/2 11/2911/241/241/2TYP1/4 1/4 1/4 SW-TYP 15/16x11/8 11/16 COLUMN02C6 959 1 HSS5x5x1/2 30 41/2 860S2E02C6 A500B 1 PL3/4x12 1 0 31p26_2 A572-50 1 PL1/2x5 1 6 13p22_2 A36 1 PL3/8x5 0 9 5p24_2 A36 2 PL3/8x3 0 3 1p30_2 A36 1 PL1/4x5 0 5 2cp3_2 A36 46 WS3/4 0 8 1ss4_2 A108 261 JOB:DRAWN BY: CHECKED BY: JOB NUMBER: SHEET NO. CONTRACTOR: BACK CHARGES WILL NOT BE HONORED WITHOUT PRIOR AUTHORIZATION THESE DRAWINGS HAVE BEEN PREPARED IN ACCORDANCE WITH AISC CODE OF STANDARD PRACTICE FARGO NDMANDAN NDRAPID CITY SDBILLINGS MT TrueNorthSteel.com HOLES: BOLTS: MARK SYSTEM: STEEL: ELECTRODES: PAINT: SURFACE PREP: GENERAL NOTES REV DATE DESCRIPTION W SHAPES-A992, HSS-A500 GR.B, OTHERS-A36 15/16" Ø 7/8" Ø GKC NAS BILL OF MATERIAL MARK MINOR MARK UNIT QTY DESCRIPTION LENGTH Ft In REMARKS WEIGHT UNIT STEEL GRADE E70-60M OR E70-LH SHERWIN WILLIAMS B50AV1022 (2.0-3.0 MILS DFT) FINISH:----- SSPC-SP2 STANDARD A 08-13-2020 FOR APPROVAL BOZEMAN PUBLICSAFETY CENTER PMN0382LANGLAS & ASSOCIATES3/41/416-23/4 17-113/4 30-103/4 32-73/4 33333333333333312-93/4 27-53/4 37-41/4 555 5 41/2 11/2 3 41/2 11/2 3 6 3 3 6 3 3 41/2 11/2 3 107/8 1-67/8 2-27/8 2-107/8 3-67/8 4-27/8 4-107/8 5-67/8 6-27/8 6-107/8 7-67/8 8-27/8 8-107/8 9-67/8 10-27/8 10-107/8 11-67/8 12-27/8 12-107/8 13-67/8 14-27/8 14-107/8 15-67/8 16-107/8 17-67/8 18-27/8 18-107/8 19-67/8 16-27/8 3/1614-11/214-89-101/21-91-91-813/16(1-HSS6x6x1/2x38-7) A500B 38-8 (P/P 38-8)TYP1/4 1/4Wp EL 138-91/2EL 100-11/2B MARK FACE "A" "SOUTH"EL 128-11EL 114-3W21x62W21x62W21x55C A A 1-PL p29_2 1-PL p23_2 1-PL p23_2 1-PL p23_2 1-ss4_2CNTR57 REQ'D 1-PL cp4_2CNTR Section A-A 02C7 ONE COLUMN 02C7 11/16 15/16x11/8 11/2 10 11/2 1-1 11/21011/21-1SQ CUT107/8 1-67/8 2-27/8 2-107/8 3-67/8 4-27/8 4-107/8 5-67/8 6-27/8 6-107/8 7-67/8 8-27/8 8-107/8 9-67/8 10-27/8 10-107/8 11-67/8 12-27/8 12-107/8 13-63/4 14-27/8 14-107/8 15-67/8 16-107/8 17-67/8 18-27/8 18-107/8 19-67/8 16-23/4 17-113/4 1-9SAFETY CABLE HOLE41/2 311/2 1-9SAFETY CABLE HOLE6 3 3 30-103/4 32-73/4 1-9SAFETY CABLE HOLE38-830-103/4 32-73/4 1-9SAFETY CABLE HOLE1/4 TYP 1/4 1/4 TYP 1/4 1/4 SW-TYP 1-PL p30_2CNTR 1-PL p30_2CNTR 1-PL p30_2CNTR 1-PL p30_2CNTR 1-PL p30_2CNTR 1-PL p30_2CNTR 1-PL p30_2CNTR 1-PL p30_2CNTRSQ CUTAA AA 13/16 13/16 15/16x11/8 13/1613/16 15/16x11/8 COLUMN02C7 1484 1 HSS6x6x1/2 38 7 1355S2E02C7 A500B 1 PL3/4x13 1 1 36p29_2 A572-50 3 PL3/8x5 1 3 8p23_2 A36 8 PL3/8x3 0 3 1p30_2 A36 1 PL1/4x6 0 6 3cp4_2 A36 57 WS3/4 0 8 1ss4_2 A108 262 JOB:DRAWN BY: CHECKED BY: JOB NUMBER: SHEET NO. CONTRACTOR: BACK CHARGES WILL NOT BE HONORED WITHOUT PRIOR AUTHORIZATION THESE DRAWINGS HAVE BEEN PREPARED IN ACCORDANCE WITH AISC CODE OF STANDARD PRACTICE FARGO NDMANDAN NDRAPID CITY SDBILLINGS MT TrueNorthSteel.com HOLES: BOLTS: MARK SYSTEM: STEEL: ELECTRODES: PAINT: SURFACE PREP: GENERAL NOTES REV DATE DESCRIPTION W SHAPES-A992, HSS-A500 GR.B, OTHERS-A36 15/16" Ø 7/8" Ø GKC NAS BILL OF MATERIAL MARK MINOR MARK UNIT QTY DESCRIPTION LENGTH Ft In REMARKS WEIGHT UNIT STEEL GRADE E70-60M OR E70-LH SHERWIN WILLIAMS B50AV1022 (2.0-3.0 MILS DFT) FINISH:----- SSPC-SP2 STANDARD A 08-13-2020 FOR APPROVAL BOZEMAN PUBLICSAFETY CENTER PMN0382LANGLAS & ASSOCIATESSQ CUTSQ CUT3333333333312-63/4 27-03/4 3333333341/211-81/4 71/251/23/43/46 3 3 107/8 1-67/8 2-27/8 2-107/8 3-67/8 4-27/8 4-107/8 5-67/8 6-27/8 6-107/8 7-67/8 8-27/8 8-107/8 9-67/8 10-27/8 10-107/8 11-67/8 12-27/8 12-107/8 13-67/8 14-107/8 15-67/8 16-27/8 16-107/8 17-67/8 18-27/8 18-107/8 19-67/8 3/161/41/414-11/214-31-813/161-117/814-11/214-32-87/8(1-HSS6x6x1/2x28-31/2) A500B 28-41/2 (P/P 28-41/2)1/4 1/4 1/4 1/4 1/4 1/4Wp EL 128-6EL 100-11/2EL 114-3W21x55W24x76B MARK FACE "A" "SOUTH"EL 114-3W33x118C A A B B 1-PL p27_2 1-PL p33_2 1-ss4_2CNTR53 REQ'D 1-PL p22_2 1-PL p23_2 1-PL cp4_2CNTR Section A-A 02C8 Section B-B 02C8 ONE COLUMN 02C8 11/16 15/16x11/8 15/16x11/8 15/16x11/8 28-41/26 3 3 3/4107/8 1-67/8 2-27/8 2-107/8 3-67/8 4-27/8 4-107/8 6-27/8 6-107/8 8-27/8 7-67/8 8-107/8 9-67/8 10-27/8 10-107/8 11-67/8 6 3 3 19-67/8 18-107/8 18-27/8 17-67/8 16-107/8 16-27/8 15-67/8 14-107/81/45-67/8 25/811/225/863/471/2 51/2 11/2 1-1 31/2 1-6 31/2 1-1 11/2 1-9SAFETY CABLE HOLE16-23/4 17-113/4 3 41/2 11/2 1/4 TYP 1/4 1/4 SW-TYP 1-PL p30_2CNTR 1-PL p30_2CNTR 13/16 COLUMN02C8 1118 1 HSS6x6x1/2 28 31/2 99302C8 A500B 1 PL3/4x63/4 1 6 26p27_2 A572-50 1 PL1/2x5 2 3 19p33_2 A36 1 PL1/2x5 1 6 13p22_2 A36 1 PL3/8x5 1 3 8p23_2 A36 2 PL3/8x3 0 3 1p30_2 A36 1 PL1/4x6 0 6 3cp4_2 A36 53 WS3/4 0 8 1ss4_2 A108 263 JOB:DRAWN BY: CHECKED BY: JOB NUMBER: SHEET NO. CONTRACTOR: BACK CHARGES WILL NOT BE HONORED WITHOUT PRIOR AUTHORIZATION THESE DRAWINGS HAVE BEEN PREPARED IN ACCORDANCE WITH AISC CODE OF STANDARD PRACTICE FARGO NDMANDAN NDRAPID CITY SDBILLINGS MT TrueNorthSteel.com HOLES: BOLTS: MARK SYSTEM: STEEL: ELECTRODES: PAINT: SURFACE PREP: GENERAL NOTES REV DATE DESCRIPTION W SHAPES-A992, HSS-A500 GR.B, OTHERS-A36 15/16" Ø 7/8" Ø GKC NAS BILL OF MATERIAL MARK MINOR MARK UNIT QTY DESCRIPTION LENGTH Ft In REMARKS WEIGHT UNIT STEEL GRADE E70-60M OR E70-LH SHERWIN WILLIAMS B50AV1022 (2.0-3.0 MILS DFT) FINISH:----- SSPC-SP2 STANDARD A 08-13-2020 FOR APPROVAL BOZEMAN PUBLICSAFETY CENTER PMN0382LANGLAS & ASSOCIATES1/4333333333313-03/4 27-23/4 51/2 21/2 3 3/41-03/8 13-03/8 13-83/8 14-43/8 27-03/8 3/161/814-11/214-81-1111/161-511/16(1-HSS5x5x3/8x28-81/2) A500B 28-91/2 (P/P 28-91/2)1/4 1/4 1/4 1/4SQ CUTWp EL 128-11EL 100-11/2EL 114-3W24x62W18x35B MARK FACE "A" "SOUTH" A A A B B 1-PL p38_2 1-ss4_2CNTR84 REQ'D 1-PL p10_2 1-PL p22_2 1-PL cp3_2CNTR Section A-A 02C9 Section B-B 02C9 ONE COLUMN 02C9 11/16 15/16x11/8 15/16x11/8 SQ CUT43/8 1-83/8 2-43/8 3-03/8 3-83/8 5-03/8 4-43/8 6-43/8 5-83/8 7-83/8 7-03/8 8-43/8 9-03/8 9-83/8 11-03/8 10-43/8 11-83/8 12-43/8 15-03/8 15-83/8 16-43/8 17-03/8 17-83/8 18-43/8 19-03/8 19-83/8 20-43/8 21-03/8 21-83/8 22-43/8 23-03/8 23-83/8 24-43/8 25-03/8 25-83/8 26-43/8 27-03/8 26-43/826-43/8 25-83/8 25-03/8 24-43/8 23-83/8 23-03/8 22-43/8 21-83/8 21-03/8 20-43/8 19-83/8 19-03/8 18-43/8 17-83/8 17-03/8 16-43/8 15-83/8 15-03/8 14-43/8 13-83/8 13-03/8 12-43/8 11-83/8 11-03/8 10-43/8 9-83/8 9-03/8 8-43/8 7-03/8 7-83/8 6-43/8 5-83/8 5-03/8 4-43/8 3-83/8 3-03/8 2-43/8 1-83/8 1-03/8 43/8 51/2 21/2 3 28-91/227/835/8311/211/2 3 51/4 51/421/811/273/81173/8 11/2 21/8 11 35/8 27/8 1/4 SW-TYP 11/16 COLUMN02C9 774 1 HSS5x5x3/8 28 81/2 640S2E02C9 A500B 1 PL3/4x11 0 11 26p38_2 A572-50 1 PL1/2x5 1 6 13p22_2 A36 1 PL3/8x5 1 0 6p10_2 A36 1 PL1/4x5 0 5 2cp3_2 A36 84 WS3/4 0 8 1ss4_2 A108 264 JOB:DRAWN BY: CHECKED BY: JOB NUMBER: SHEET NO. CONTRACTOR: BACK CHARGES WILL NOT BE HONORED WITHOUT PRIOR AUTHORIZATION THESE DRAWINGS HAVE BEEN PREPARED IN ACCORDANCE WITH AISC CODE OF STANDARD PRACTICE FARGO NDMANDAN NDRAPID CITY SDBILLINGS MT TrueNorthSteel.com HOLES: BOLTS: MARK SYSTEM: STEEL: ELECTRODES: PAINT: SURFACE PREP: GENERAL NOTES REV DATE DESCRIPTION W SHAPES-A992, HSS-A500 GR.B, OTHERS-A36 15/16" Ø 7/8" Ø GKC NAS BILL OF MATERIAL MARK MINOR MARK UNIT QTY DESCRIPTION LENGTH Ft In REMARKS WEIGHT UNIT STEEL GRADE E70-60M OR E70-LH SHERWIN WILLIAMS B50AV1022 (2.0-3.0 MILS DFT) FINISH:----- SSPC-SP2 STANDARD A 08-13-2020 FOR APPROVAL BOZEMAN PUBLICSAFETY CENTER PMN0382LANGLAS & ASSOCIATES3/41/433333329-103/4 3330-103/4 333333333333331/415-83/4 30-43/4 42-51/2 3333342-83/4 51/2 3 21/2 51/2 21/2 3 51/2 3 21/2 15-107/8 67/8 3/16 3/16 1/41/8 1/83/1631-51/212-72-01/831-51/212-727/161-61-03/1616-91/214-812-71-91-41-43/81-9(1-HSS5x5x1/2x43-111/2) A500B 44-01/2 (P/P 44-01/2)1/4 1/4 1/4 1/4 TYP 1/4 1/4 1/4 1/4 1/4 1/4SQ CUTWp EL 141-6EL 128-11EL 97-51/2W24x84EL 141-87/16EL 128-1118K5W12x26B MARK FACE "A" "SOUTH"EL 128-11EL 114-3W21x62W16x40W16x57W21x62C A A B B C C 1-PL p26_2 1-PL p10_2 1-PL p10_2 1-PL p31_2 1-ss4_2 CNTR48 REQ'D 1-PL p23_2 1-PL p22_2 1-PL p25_2 1-PL cp3_2CNTR Section A-A 02C10 Section B-B 02C10 Section C-C 02C10 ONE COLUMN 02C10 15/16x11/8 15/16x11/8 15/16x11/8 15/16x11/8 44-01/215-27/8 14-67/8 13-107/8 13-27/8 12-67/8 11-107/8 11-27/8 10-67/8 9-107/8 9-27/8 8-67/8 7-107/8 7-27/8 6-67/8 5-107/8 5-27/8 4-67/8 3-27/8 3-107/8 2-67/8 1-107/8 1-27/8 67/8 51/2 3 21/2 SQ CUT1-27/8 1-107/8 2-67/8 3-27/8 3-107/8 4-71/16 5-27/8 5-107/8 6-67/8 7-27/8 7-107/8 8-67/8 9-27/8 9-107/8 10-67/8 11-27/8 11-107/8 12-67/8 13-27/8 13-107/8 14-67/8 15-27/8 15-107/8 51/2 51/2 3 21/2 21/2 3 41/2 41/2 11/2 9 11/2 1-0 41/241/211/2911/21-01/4 SW-TYP 15/16x11/8 11/16 15/16x11/8 COLUMN02C10 1372 1 HSS5x5x1/2 43 111/2 1244S2E02C10 A500B 1 PL3/4x12 1 0 31p26_2 A572-50 1 PL1/2x5 1 6 13p22_2 A36 1 PL3/8x5 1 6 10p31_2 A36 1 PL3/8x5 1 3 8p23_2 A36 2 PL3/8x5 1 0 6p10_2 A36 1 PL3/8x5 0 6 3p25_2 A36 1 PL1/4x5 0 5 2cp3_2 A36 48 WS3/4 0 8 1ss4_2 A108 265 JOB:DRAWN BY: CHECKED BY: JOB NUMBER: SHEET NO. CONTRACTOR: BACK CHARGES WILL NOT BE HONORED WITHOUT PRIOR AUTHORIZATION THESE DRAWINGS HAVE BEEN PREPARED IN ACCORDANCE WITH AISC CODE OF STANDARD PRACTICE FARGO NDMANDAN NDRAPID CITY SDBILLINGS MT TrueNorthSteel.com HOLES: BOLTS: MARK SYSTEM: STEEL: ELECTRODES: PAINT: SURFACE PREP: GENERAL NOTES REV DATE DESCRIPTION W SHAPES-A992, HSS-A500 GR.B, OTHERS-A36 15/16" Ø 7/8" Ø GKC NAS BILL OF MATERIAL MARK MINOR MARK UNIT QTY DESCRIPTION LENGTH Ft In REMARKS WEIGHT UNIT STEEL GRADE E70-60M OR E70-LH SHERWIN WILLIAMS B50AV1022 (2.0-3.0 MILS DFT) FINISH:----- SSPC-SP2 STANDARD A 08-13-2020 FOR APPROVAL BOZEMAN PUBLICSAFETY CENTER PMN0382LANGLAS & ASSOCIATES3/41/4333314-03/4 3333313-93/4 51/2 21/2 3 51/2 3 21/2 103/8 1-63/8 2-23/8 2-103/8 3-63/8 4-23/8 4-103/8 5-63/8 6-23/8 6-103/8 7-63/8 8-23/8 8-103/8 9-63/8 10-23/8 10-103/8 11-63/8 12-23/8 12-103/8 13-63/8 14-23/8 3/16 3/161-43/81-813/16(1-HSS5x5x1/2x15-01/2) A500B 15-11/2 (P/P 15-11/2)1/4 1/4 1/4 1/4SQ CUTWp EL 114-3EL 99-11/2B MARK FACE "A" "SOUTH"W16x57W21x55C A A 1-PL p26_2 1-PL p10_2 1-PL p23_2 1-ss4_2CNTR42 REQ'D 1-PL cp3_2CNTR Section A-A 02C11 ONE COLUMN 02C11 15/16x11/8 15/16x11/8 41/211/241/21-01-0 41/2 41/2 11/2 9 11/2 11/2915-11/2SQ CUT103/8 1-63/8 2-103/8 3-63/8 4-23/8 4-103/8 5-63/8 6-23/8 6-103/8 7-63/8 8-23/8 8-103/8 9-63/8 10-23/8 10-103/8 11-63/8 12-23/8 12-103/8 13-63/8 14-23/8 1/4 SW-TYP 11/16 COLUMN02C11 516 1 HSS5x5x1/2 15 01/2 426S2E02C11 A500B 1 PL3/4x12 1 0 31p26_2 A572-50 1 PL3/8x5 1 3 8p23_2 A36 1 PL3/8x5 1 0 6p10_2 A36 1 PL1/4x5 0 5 2cp3_2 A36 42 WS3/4 0 8 1ss4_2 A108 266 JOB:DRAWN BY: CHECKED BY: JOB NUMBER: SHEET NO. CONTRACTOR: BACK CHARGES WILL NOT BE HONORED WITHOUT PRIOR AUTHORIZATION THESE DRAWINGS HAVE BEEN PREPARED IN ACCORDANCE WITH AISC CODE OF STANDARD PRACTICE FARGO NDMANDAN NDRAPID CITY SDBILLINGS MT TrueNorthSteel.com HOLES: BOLTS: MARK SYSTEM: STEEL: ELECTRODES: PAINT: SURFACE PREP: GENERAL NOTES REV DATE DESCRIPTION W SHAPES-A992, HSS-A500 GR.B, OTHERS-A36 15/16" Ø 7/8" Ø GKC NAS BILL OF MATERIAL MARK MINOR MARK UNIT QTY DESCRIPTION LENGTH Ft In REMARKS WEIGHT UNIT STEEL GRADE E70-60M OR E70-LH SHERWIN WILLIAMS B50AV1022 (2.0-3.0 MILS DFT) FINISH:----- SSPC-SP2 STANDARD A 08-13-2020 FOR APPROVAL BOZEMAN PUBLICSAFETY CENTER PMN0382LANGLAS & ASSOCIATES1/4333333333315-83/4 29-103/4 333333/1643-67/8 3333215/1643-71/8 51/2 3 21/2 51/2 21/2 3 51/2 1-03/8 1-83/8 2-43/8 3-03/8 3-83/8 4-43/8 5-03/8 5-83/8 6-43/8 7-03/8 7-83/8 8-43/8 9-03/8 9-83/8 10-43/8 11-03/8 11-83/8 12-43/8 13-03/8 13-83/8 14-43/8 15-03/8 15-83/8 3/16 3/16 3/161/83/416-91/214-813-55/161/1621/21-101-1111/161-511/1621/21-61-91-813/16(1-HSS5x5x1/2x44-913/16) A500B 44-1013/16 (P/P 44-107/8)TYP1/4 1/4 1/4 1/4 1/4 1/4SQ CUTEL 142-67/8EL 128-11EL 114-3EL 97-51/222K6W24x62W18x35EL 142-613/1618K5B MARK FACE "A" "SOUTH"EL 142-43/8W21x62EL 142-43/8W21x50C A A B B C C 1-PL p26_2 1-ss4_2CNTR48 REQ'D 1-PL p23_2 1-PL p23_2 1-PL p10_2 1-PL p22_2 1-PL cp3_2CNTR Section A-A 02C12 Section B-B 02C12 Section C-C 02C12 ONE COLUMN 02C12 15/16x11/8 15/16x11/8 15/16x11/8 SQ CUT1-03/8 43/8 43/8 1-83/8 2-43/8 3-03/8 3-83/8 4-43/8 5-03/8 5-83/8 6-43/8 7-03/8 7-83/8 8-43/8 9-03/8 9-83/8 10-43/8 11-03/8 11-83/8 12-43/8 13-03/8 13-83/8 14-43/8 15-03/8 15-83/8 44-1013/163 21/2 51/2 3 21/2 41/2 41/2 11/2 9 11/2 1-0 11/2911/241/241/21-01/4 SW-TYP 11/16 15/16x11/8 COLUMN02C12 1385 1 HSS5x5x1/2 44 913/16 1268S2E02C12 A500B 1 PL3/4x12 1 0 31p26_2 A572-50 1 PL1/2x5 1 6 13p22_2 A36 2 PL3/8x5 1 3 8p23_2 A36 1 PL3/8x5 1 0 6p10_2 A36 1 PL1/4x5 0 5 2cp3_2 A36 48 WS3/4 0 8 1ss4_2 A108 267 JOB:DRAWN BY: CHECKED BY: JOB NUMBER: SHEET NO. CONTRACTOR: BACK CHARGES WILL NOT BE HONORED WITHOUT PRIOR AUTHORIZATION THESE DRAWINGS HAVE BEEN PREPARED IN ACCORDANCE WITH AISC CODE OF STANDARD PRACTICE FARGO NDMANDAN NDRAPID CITY SDBILLINGS MT TrueNorthSteel.com HOLES: BOLTS: MARK SYSTEM: STEEL: ELECTRODES: PAINT: SURFACE PREP: GENERAL NOTES REV DATE DESCRIPTION W SHAPES-A992, HSS-A500 GR.B, OTHERS-A36 15/16" Ø 7/8" Ø GKC NAS BILL OF MATERIAL MARK MINOR MARK UNIT QTY DESCRIPTION LENGTH Ft In REMARKS WEIGHT UNIT STEEL GRADE E70-60M OR E70-LH SHERWIN WILLIAMS B50AV1022 (2.0-3.0 MILS DFT) FINISH:----- SSPC-SP2 STANDARD A 08-13-2020 FOR APPROVAL BOZEMAN PUBLICSAFETY CENTER PMN0382LANGLAS & ASSOCIATESSQ CUT1/433333313-113/4 16-103/4 18-73/4 28-73/4 3333333333313-23/4 28-13/4 333342-63/4 3333313-53/4 41/241/2 41/241/251/2 3 21/2 51/2 21/2 3 51/2 3 21/2 67/8 1-27/8 1-107/8 2-67/8 3-27/8 3-107/8 4-67/8 5-27/8 5-107/8 6-67/8 7-27/8 7-107/8 8-67/8 9-27/8 9-107/8 10-67/8 11-27/8 11-107/8 12-67/8 15-27/8 15-107/8 16-67/8 17-27/8 17-107/8 18-67/8 19-27/8 19-107/8 20-67/8 21-27/8 21-107/8 22-67/8 23-27/8 23-107/8 24-67/8 25-27/8 25-107/8 26-67/8 27-27/8 27-107/8 28-67/8 29-27/8 29-107/8 30-67/8 31-27/8 31-107/8 1/8 3/161/83/16 3/161/828-25/16 14-91/214-814-21-111/161-111/1614-91/214-814-21-91-1111/161-414-91/228-101-91/8(1-HSS5x5x1/2x43-61/2) A500B 43-71/2 (P/P 43-71/2)1/4 1/4 TYP1/4 1/4 TYP 1/4 1/4 1/4 1/4SQ CUTWp EL 143-1EL 128-11EL 114-3EL 99-51/2W14x43W14x43EL 128-11EL 114-3W21x62W24x62B MARK FACE "A" "SOUTH"W16x40EL 114-3W21x57C A A B B C C 1-PL p26_2 1-ss4_2CNTR90 REQ'D 1-PL p10_2 1-PL p23_2 1-PL p24_2 1-PL p24_2 1-PL p30_2CNTR 1-PL p30_2CNTR 1-PL p22_2 1-PL p23_2 1-PL cp3_2CNTR Section A-A02C13 Section B-B 02C13 Section C-C 02C13 ONE COLUMN 02C13 AT GRID: 1.15 11/16 15/16x11/8 15/16x11/8 15/16x11/8 13/16 15/16x11/8 3/411/2911/21-011/2 9 11/2 1-0 67/8 1-27/8 1-107/8 2-67/8 3-27/8 3-107/8 4-67/8 5-27/8 5-107/8 6-67/8 7-27/8 7-107/8 8-67/8 9-27/8 9-107/8 10-67/8 11-27/8 11-107/8 12-67/8 15-27/8 15-107/8 16-67/8 17-27/8 17-107/8 18-67/8 19-27/8 19-107/8 20-67/8 21-27/8 21-107/8 22-67/8 23-27/8 23-107/8 24-67/8 25-27/8 25-107/8 26-67/8 27-27/8 27-107/8 28-67/8 29-27/8 29-107/8 30-67/8 31-27/8 31-107/8 51/2 51/2 4 11/2 21/2 1-9SAFETY CABLE HOLE28-25/16 3 21/2 21/2 3 31-63/4 33-33/4 4 11/2 21/2 1-9SAFETY CABLE HOLE51/2 21/2 3 1/4 TYP 1/4 1/4 TYP 1/4 1/4 SW-TYP 1-PL p36_2CNTR 1-PL p30_2CNTR 1-PL p30_2CNTR 13/16 15/16x11/8 COLUMN02C13 1466 1 HSS5x5x1/2 43 61/2 1232S2E02C13 A500B 1 PL3/4x12 1 0 31p26_2 A572-50 2 PL3/4x10 1 2 30p36_2 A36 1 PL1/2x5 1 6 13p22_2 A36 2 PL3/8x5 1 3 8p23_2 A36 1 PL3/8x5 1 0 6p10_2 A36 2 PL3/8x5 0 9 5p24_2 A36 4 PL3/8x3 0 3 1p30_2 A36 1 PL1/4x5 0 5 2cp3_2 A36 90 WS3/4 0 8 1ss4_2 A108 268 JOB:DRAWN BY: CHECKED BY: JOB NUMBER: SHEET NO. CONTRACTOR: BACK CHARGES WILL NOT BE HONORED WITHOUT PRIOR AUTHORIZATION THESE DRAWINGS HAVE BEEN PREPARED IN ACCORDANCE WITH AISC CODE OF STANDARD PRACTICE FARGO NDMANDAN NDRAPID CITY SDBILLINGS MT TrueNorthSteel.com HOLES: BOLTS: MARK SYSTEM: STEEL: ELECTRODES: PAINT: SURFACE PREP: GENERAL NOTES REV DATE DESCRIPTION W SHAPES-A992, HSS-A500 GR.B, OTHERS-A36 15/16" Ø 7/8" Ø GKC NAS BILL OF MATERIAL MARK MINOR MARK UNIT QTY DESCRIPTION LENGTH Ft In REMARKS WEIGHT UNIT STEEL GRADE E70-60M OR E70-LH SHERWIN WILLIAMS B50AV1022 (2.0-3.0 MILS DFT) FINISH:----- SSPC-SP2 STANDARD A 08-13-2020 FOR APPROVAL BOZEMAN PUBLICSAFETY CENTER PMN0382LANGLAS & ASSOCIATES1/43333333333315-23/4 30-13/4 333331/444-39/16 33330-73/4 51/2 51/2 3 21/2 51/2 3 21/2 1-03/8 1-83/8 2-43/8 3-03/8 3-83/8 4-43/8 5-03/8 5-83/8 6-43/8 7-03/8 7-83/8 8-43/8 9-03/8 9-83/8 10-43/8 11-03/8 11-83/8 12-43/8 13-03/8 13-83/8 14-43/8 15-03/8 15-83/8 16-43/8 3/16 1/8 3/163/161/2 1/216-91/214-814-21/161-91-1111/161-83/431-51/214-21/161-17/8(1-HSS5x5x1/2x45-69/16) A500B 45-79/16 (P/P 45-79/16)TYP 1/4 1/4 1/4 1/4 1/4 1/4SQ CUTWp EL 143-11/16EL 128-11EL 114-3EL 97-51/2W21x62W24x62B MARK FACE "A" "SOUTH"W21x50EL 128-11W14x26C A A B B C C 1-ss4_250 REQ'D 1-PL p23_2 1-PL p24_2 1-PL p22_2 1-PL p23_2 1-PL cp3_2CNTR Section A-A 02C14 Section B-B 02C14 Section C-C 02C14 ONE COLUMN 02C14 AT GRID: 1.15 15/16x11/8 15/16x11/8 15/16x11/8 43/8 43/8 1-03/8 1-83/8 2-43/8 3-03/8 3-83/8 4-43/8 5-03/8 5-83/8 6-43/8 7-03/8 7-83/8 8-43/8 9-03/8 9-83/8 10-43/8 11-03/8 11-83/8 12-43/8 13-03/8 13-83/8 14-43/8 15-03/8 15-83/8 16-43/8 3/4SQ CUT1/2 51/2 3 21/2 45-79/1621/2 3 11/2 41/2 41/2 11/29 1-0 11/2911/21-041/241/21/4 SW-TYP 1-PL p26_2 15/16x11/8 11/16 COLUMN02C14 1407 1 HSS5x5x1/2 45 69/16 1289S2E02C14 A500B 1 PL3/4x12 1 0 31p26_2 A572-50 1 PL1/2x5 1 6 13p22_2 A36 2 PL3/8x5 1 3 8p23_2 A36 1 PL3/8x5 0 9 5p24_2 A36 1 PL1/4x5 0 5 2cp3_2 A36 50 WS3/4 0 8 1ss4_2 A108 269 JOB:DRAWN BY: CHECKED BY: JOB NUMBER: SHEET NO. CONTRACTOR: BACK CHARGES WILL NOT BE HONORED WITHOUT PRIOR AUTHORIZATION THESE DRAWINGS HAVE BEEN PREPARED IN ACCORDANCE WITH AISC CODE OF STANDARD PRACTICE FARGO NDMANDAN NDRAPID CITY SDBILLINGS MT TrueNorthSteel.com HOLES: BOLTS: MARK SYSTEM: STEEL: ELECTRODES: PAINT: SURFACE PREP: GENERAL NOTES REV DATE DESCRIPTION W SHAPES-A992, HSS-A500 GR.B, OTHERS-A36 15/16" Ø 7/8" Ø GKC NAS BILL OF MATERIAL MARK MINOR MARK UNIT QTY DESCRIPTION LENGTH Ft In REMARKS WEIGHT UNIT STEEL GRADE E70-60M OR E70-LH SHERWIN WILLIAMS B50AV1022 (2.0-3.0 MILS DFT) FINISH:----- SSPC-SP2 STANDARD A 08-13-2020 FOR APPROVAL BOZEMAN PUBLICSAFETY CENTER PMN0382LANGLAS & ASSOCIATES3/41/433333333333321/229-103/4 41-51/4 333333333315-83/4 41-73/4 41/241/241/2 41/2 51/2 51/2 21/2 3 51/2 51/2 3 21/2 15-107/8 16-67/8 67/8 1-27/8 3/16 1/41/43/1631-51/211-61/221/21-1111/162-01/816-91/226-51-91-43/8(1-HSS5x5x1/2x43-11/2) A500B 43-21/2 (P/P 43-21/2)1/4 1/4 1/4 1/4 TYP 1/4 1/4SQ CUTWp EL 140-8EL 140-51/2EL 128-11EL 97-51/2W24x62W24x84B MARK FACE "A" "SOUTH"EL 114-3W21x62W16x57C A A B B C C 1-PL p26_2 1-ss4_250 REQ'D 1-PL p10_2 1-PL p31_2 1-PL p22_2 1-PL p22_2 1-PL cp3_2CNTR Section A-A 02C15 Section B-B 02C15 Section C-C 02C15 ONE COLUMN 02C15 AT GRID: 1.6 11/16 15/16x11/8 15/16x11/8 15/16x11/8 11/2911/21-011/2 9 11/2 1-0SQ CUT1-107/8 2-67/8 3-27/8 3-107/8 4-67/8 5-27/8 5-107/8 6-67/8 7-27/8 7-107/8 8-67/8 9-27/8 9-107/8 10-67/8 11-27/8 11-107/8 12-67/8 13-27/8 13-107/8 14-67/8 15-27/8 15-107/8 16-67/8 15-27/8 14-67/8 13-107/8 12-67/8 13-27/8 11-107/8 21/2 3 11-27/8 10-67/8 9-107/8 9-27/8 8-67/8 7-107/8 7-27/8 6-67/8 5-107/8 5-27/8 4-67/8 3-107/8 3-27/8 2-67/8 1-107/8 1-27/8 67/8 3 21/2 43-21/21/4 SW-TYP 15/16x11/8 COLUMN02C15 1346 1 HSS5x5x1/2 43 11/2 1220S2E02C15 A500B 1 PL3/4x12 1 0 31p26_2 A572-50 2 PL1/2x5 1 6 13p22_2 A36 1 PL3/8x5 1 6 10p31_2 A36 1 PL3/8x5 1 0 6p10_2 A36 1 PL1/4x5 0 5 2cp3_2 A36 50 WS3/4 0 8 1ss4_2 A108 270 JOB:DRAWN BY: CHECKED BY: JOB NUMBER: SHEET NO. CONTRACTOR: BACK CHARGES WILL NOT BE HONORED WITHOUT PRIOR AUTHORIZATION THESE DRAWINGS HAVE BEEN PREPARED IN ACCORDANCE WITH AISC CODE OF STANDARD PRACTICE FARGO NDMANDAN NDRAPID CITY SDBILLINGS MT TrueNorthSteel.com HOLES: BOLTS: MARK SYSTEM: STEEL: ELECTRODES: PAINT: SURFACE PREP: GENERAL NOTES REV DATE DESCRIPTION W SHAPES-A992, HSS-A500 GR.B, OTHERS-A36 15/16" Ø 7/8" Ø GKC NAS BILL OF MATERIAL MARK MINOR MARK UNIT QTY DESCRIPTION LENGTH Ft In REMARKS WEIGHT UNIT STEEL GRADE E70-60M OR E70-LH SHERWIN WILLIAMS B50AV1022 (2.0-3.0 MILS DFT) FINISH:----- SSPC-SP2 STANDARD A 08-13-2020 FOR APPROVAL BOZEMAN PUBLICSAFETY CENTER PMN0382LANGLAS & ASSOCIATES3/41/4333330-43/4 333315-83/4 3333333315-83/4 30-43/4 51/251/2 3 21/2 51/2 21/2 3 51/2 21/2 3 67/8 1-27/8 1-107/8 2-67/8 3-27/8 3-107/8 4-67/8 5-27/8 5-107/8 6-67/8 7-27/8 7-107/8 8-67/8 9-27/8 9-107/8 10-67/8 11-27/8 11-107/8 12-67/8 13-27/8 13-107/8 14-67/8 15-27/8 15-107/8 16-67/8 1/8 3/163/16 3/162-01/81-43/816-91/214-81-43/816-91/214-81-41-43/8(1-HSS5x5x1/2x31-41/2) A500B 31-51/2 (P/P 31-51/2)TYP1/4 1/4SQ CUTEL 128-11EL 97-51/2W24x84W16x57B MARK FACE "A" "SOUTH"EL 114-3W16x57EL 114-3W16x40W16x57C A A B B 1-PL p26_2 1-PL p10_2 1-PL p10_2 1-PL p10_2 1-ss4_2CNTR50 REQ'D 1-PL p10_2 1-PL cp3_2CNTR Section A-A 02C16 Section B-B 02C16 ONE COLUMN 02C16 15/16x11/8 41/21-01-0 41/2 41/2 11/2 9 11/2 11/2911/241/2SQ CUT67/8 1-27/8 1-107/8 2-67/8 3-27/8 3-107/8 4-67/8 5-27/8 5-107/8 6-67/8 7-27/8 7-107/8 8-67/8 9-27/8 9-107/8 10-67/8 11-27/8 11-107/8 12-67/8 13-27/8 13-107/8 14-67/8 15-27/8 15-107/8 16-67/8 31-51/221/2 3 1/4 SW-TYP 11/16 15/16x11/8 15/16x11/8 15/16x11/8 COLUMN02C16 997 1 HSS5x5x1/2 31 41/2 888S2E02C16 A500B 1 PL3/4x12 1 0 31p26_2 A572-50 4 PL3/8x5 1 0 6p10_2 A36 1 PL1/4x5 0 5 2cp3_2 A36 50 WS3/4 0 8 1ss4_2 A108 271 JOB:DRAWN BY: CHECKED BY: JOB NUMBER: SHEET NO. CONTRACTOR: BACK CHARGES WILL NOT BE HONORED WITHOUT PRIOR AUTHORIZATION THESE DRAWINGS HAVE BEEN PREPARED IN ACCORDANCE WITH AISC CODE OF STANDARD PRACTICE FARGO NDMANDAN NDRAPID CITY SDBILLINGS MT TrueNorthSteel.com HOLES: BOLTS: MARK SYSTEM: STEEL: ELECTRODES: PAINT: SURFACE PREP: GENERAL NOTES REV DATE DESCRIPTION W SHAPES-A992, HSS-A500 GR.B, OTHERS-A36 15/16" Ø 7/8" Ø GKC NAS BILL OF MATERIAL MARK MINOR MARK UNIT QTY DESCRIPTION LENGTH Ft In REMARKS WEIGHT UNIT STEEL GRADE E70-60M OR E70-LH SHERWIN WILLIAMS B50AV1022 (2.0-3.0 MILS DFT) FINISH:----- SSPC-SP2 STANDARD A 08-13-2020 FOR APPROVAL BOZEMAN PUBLICSAFETY CENTER PMN0382LANGLAS & ASSOCIATES3/41/43333333311/413-33/4 16-23/4 17-113/4 27-113/4 41-81/8 33333333311/427-53/4 41-21/8 51/2 51/2 21/2 3 4 11/2 21/2 51/2 51/2 3 21/2 51/2 3 21/2 83/8 1-43/8 2-03/8 2-83/8 3-43/8 4-03/8 4-83/8 5-43/8 6-03/8 6-83/8 7-43/8 8-03/8 8-83/8 9-43/8 10-03/8 10-83/8 11-43/8 12-03/8 12-83/8 13-43/8 83/8 12-83/8 13-43/8 3/161/83/161/81/814-11/214-813-53/811/41-01/41-111/161-111/1628-91/213-53/811/41-61-813/16(1-HSS5x5x3/8x42-31/8) A500B 42-41/8 (P/P 42-41/8)1/4 1/4 1/4 1/4 1/4 1/4 TYP 1/4 1/4SQ CUTWp EL 142-55/8EL 142-43/8EL 128-11EL 114-3EL 100-11/2W12x26W14x43W14x43B MARK FACE "A" "SOUTH"EL 142-43/8EL 128-11W18x50W21x55A A A B B C C 1-ss4_2CNTR60 REQ'D 1-PL p23_2 1-PL p10_2 1-PL p24_2 1-PL p24_2 1-PL p25_2 1-PL p30_2CNTR 1-PL p30_2CNTR 1-PL p36_2CNTR 1-PL p37_2CNTR 1-PL cp3_2CNTR Section A-A02C17 Section B-B 02C17 Section C-C02C17 ONE COLUMN 02C17 15/16x11/8 15/16x11/8 15/16x11/8 15/16x11/8 27/835/8311/211/23 51/4 51/421/811/273/81173/811/221/8 11 35/827/8 42-41/813-43/8 12-83/8 12-03/8 11-43/8 10-83/8 10-03/8 9-43/8 8-83/8 8-03/8 7-43/8 6-83/8 6-03/8 5-43/8 4-83/8 4-03/8 3-43/8 2-83/8 2-03/8 1-43/8 83/8 21/2 3 SQ CUT1-43/8 2-03/8 2-83/8 3-43/8 4-03/8 4-83/8 5-43/8 6-03/8 6-83/8 7-43/8 8-03/8 8-83/8 9-43/8 10-03/8 10-83/8 11-43/8 12-03/8 12-105/16 3 21/21-9SAFETY CABLE HOLE4 11/2 21/2 32-73/4 1-9SAFETY CABLE HOLE30-103/4 27-65/16 41-11/8 1/4 SW-TYP 1/4 1/4 1/4 1/4 TYP 1/4 1/4 1/4 1/4 1-PL p38_2 1-PL p36_2CNTR 1-PL p30_2CNTR 1-PL p30_2CNTR 11/16 11/16 15/16x11/8 13/16 13/16 COLUMN02C17 1148 1 HSS5x5x3/8 42 31/8 942S2E02C17 A500B 1 PL3/4x11 0 11 26p38_2 A572-50 2 PL3/4x10 1 2 30p36_2 A36 1 PL3/4x81/2 1 2 25p37_2 A36 1 PL3/8x5 1 3 8p23_2 A36 1 PL3/8x5 1 0 6p10_2 A36 2 PL3/8x5 0 9 5p24_2 A36 1 PL3/8x5 0 6 3p25_2 A36 4 PL3/8x3 0 3 1p30_2 A36 1 PL1/4x5 0 5 2cp3_2 A36 60 WS3/4 0 8 1ss4_2 A108 272 JOB:DRAWN BY: CHECKED BY: JOB NUMBER: SHEET NO. CONTRACTOR: BACK CHARGES WILL NOT BE HONORED WITHOUT PRIOR AUTHORIZATION THESE DRAWINGS HAVE BEEN PREPARED IN ACCORDANCE WITH AISC CODE OF STANDARD PRACTICE FARGO NDMANDAN NDRAPID CITY SDBILLINGS MT TrueNorthSteel.com HOLES: BOLTS: MARK SYSTEM: STEEL: ELECTRODES: PAINT: SURFACE PREP: GENERAL NOTES REV DATE DESCRIPTION W SHAPES-A992, HSS-A500 GR.B, OTHERS-A36 15/16" Ø 7/8" Ø GKC NAS BILL OF MATERIAL MARK MINOR MARK UNIT QTY DESCRIPTION LENGTH Ft In REMARKS WEIGHT UNIT STEEL GRADE E70-60M OR E70-LH SHERWIN WILLIAMS B50AV1022 (2.0-3.0 MILS DFT) FINISH:----- SSPC-SP2 STANDARD A 08-13-2020 FOR APPROVAL BOZEMAN PUBLICSAFETY CENTER PMN0382LANGLAS & ASSOCIATES3/41/43333313-93/4 333314-03/4 41/241/2 41/241/251/2 3 21/2 51/2 21/2 3 103/8 1-63/8 2-23/8 2-103/8 3-63/8 4-23/8 4-103/8 5-63/8 6-23/8 6-103/8 7-63/8 8-23/8 8-103/8 9-63/8 10-23/8 10-103/8 11-63/8 12-23/8 12-103/8 13-63/8 14-23/8 3/16 3/161-813/161-43/8(1-HSS5x5x1/2x15-01/2) A500B 15-11/2 (P/P 15-11/2)1/4 1/4SQ CUTWp EL 114-3EL 99-11/2B MARK FACE "A" "SOUTH"W21x55W16x57C A A 1-PL p26_2 1-PL p23_2 1-PL p10_2 1-ss4_2CNTR42 REQ'D 1-PL cp3_2CNTR Section A-A 02C18 ONE COLUMN 02C18 AT GRID: 1.6 11/16 15/16x11/8 15/16x11/8 11/2 9 11/2 1-0 11/2911/21-0SQ CUT103/8 1-63/8 2-23/8 2-103/8 3-63/8 4-23/8 4-103/8 5-63/8 6-23/8 6-103/8 7-63/8 8-23/8 8-103/8 9-63/8 10-23/8 10-103/8 11-63/8 12-23/8 12-103/8 13-63/8 14-23/8 15-11/21/4 SW-TYP 1/4 1/4 COLUMN02C18 516 1 HSS5x5x1/2 15 01/2 426S2E02C18 A500B 1 PL3/4x12 1 0 31p26_2 A572-50 1 PL3/8x5 1 3 8p23_2 A36 1 PL3/8x5 1 0 6p10_2 A36 1 PL1/4x5 0 5 2cp3_2 A36 42 WS3/4 0 8 1ss4_2 A108 273 JOB:DRAWN BY: CHECKED BY: JOB NUMBER: SHEET NO. CONTRACTOR: BACK CHARGES WILL NOT BE HONORED WITHOUT PRIOR AUTHORIZATION THESE DRAWINGS HAVE BEEN PREPARED IN ACCORDANCE WITH AISC CODE OF STANDARD PRACTICE FARGO NDMANDAN NDRAPID CITY SDBILLINGS MT TrueNorthSteel.com HOLES: BOLTS: MARK SYSTEM: STEEL: ELECTRODES: PAINT: SURFACE PREP: GENERAL NOTES REV DATE DESCRIPTION W SHAPES-A992, HSS-A500 GR.B, OTHERS-A36 15/16" Ø 7/8" Ø GKC NAS BILL OF MATERIAL MARK MINOR MARK UNIT QTY DESCRIPTION LENGTH Ft In REMARKS WEIGHT UNIT STEEL GRADE E70-60M OR E70-LH SHERWIN WILLIAMS B50AV1022 (2.0-3.0 MILS DFT) FINISH:----- SSPC-SP2 STANDARD A 08-13-2020 FOR APPROVAL BOZEMAN PUBLICSAFETY CENTER PMN0382LANGLAS & ASSOCIATES3/41/43333333315/1613-33/4 16-23/4 17-113/4 27-113/4 42-015/16 333311/441-7 51/2 3 21/2 4 11/2 21/2 51/2 51/2 3 21/2 51/2 3 21/2 67/8 1-27/8 1-107/8 2-67/8 3-27/8 3-107/8 4-67/8 5-27/8 5-107/8 6-67/8 7-27/8 7-107/8 8-67/8 9-27/8 9-107/8 10-67/8 11-27/8 11-107/8 12-67/8 13-27/8 13-107/8 14-67/8 15-27/8 15-107/8 16-67/8 17-27/8 17-107/8 18-67/8 19-27/8 19-107/8 20-67/8 21-27/8 21-107/8 22-67/8 23-27/8 23-107/8 24-67/8 25-27/8 25-107/8 26-67/8 27-27/8 27-107/8 28-67/8 29-27/8 29-107/8 30-67/8 31-27/8 67/8 13-27/8 13-107/8 15-107/8 17-107/8 19-27/8 27-107/8 28-67/8 29-107/8 30-67/8 1/81/8 1/81/814-11/214-813-103/1615/161-03/161-111/161-111/1642-73/411/41-4(1-HSS5x5x3/8x42-8) A500B 42-9 (P/P 42-9)1/4 1/4 1/4 1/4 TYP 1/4 1/4SQ CUTWp EL 142-101/2EL 142-93/16EL 128-11EL 114-3EL 100-11/2W12x26W14x43W14x43B MARK FACE "A" "SOUTH"EL 142-91/4W16x40A A A B B C C 1-PL p38_2 1-ss4_2CNTR141 REQ'D 1-PL p10_2 1-PL p24_2 1-PL p24_2 1-PL p25_2 1-PL p30_2CNTR 1-PL p30_2CNTR 1-PL p37_2CNTR 1-PL cp3_2CNTR Section A-A 02C19 Section B-B 02C19 Section C-C02C19 ONE COLUMN 02C19 11/16 15/16x11/8 15/16x11/8 15/16x11/8 13/16 51/4 51/427/8 35/8 3 11/2 11 11/2361/21135/827/861/2 73/811/221/821/8 11/2 73/8 42-9SQ CUT1-27/8 1-107/8 2-67/8 3-27/8 3-107/8 4-67/8 5-27/8 5-107/8 6-67/8 7-27/8 7-107/8 8-67/8 9-27/8 9-107/8 10-67/8 11-27/8 11-107/8 12-67/8 14-67/8 15-27/8 16-67/8 17-27/8 18-67/8 31-27/8 30-67/8 29-107/8 29-27/8 28-67/8 27-107/8 27-27/8 26-67/8 25-107/8 25-27/8 24-67/8 23-107/8 23-27/8 22-67/8 21-107/8 21-27/8 20-67/8 19-107/8 19-27/8 18-67/8 17-107/8 17-27/8 16-67/8 15-107/8 15-27/8 14-67/8 13-107/8 13-27/8 12-67/8 11-107/8 11-27/8 10-67/8 9-107/8 9-27/8 8-67/8 7-107/8 7-27/8 6-67/8 5-107/8 5-27/8 4-67/8 3-107/8 3-27/8 2-67/8 1-107/8 1-27/8 67/8 12-105/16 3 21/21-9SAFETY CABLE HOLES19-107/8 20-67/8 21-27/8 21-107/8 22-67/8 23-27/8 23-107/8 24-67/8 25-27/8 25-107/8 26-67/8 27-27/8 29-27/8 31-27/8 41-6 32-73/4 30-103/4 21/211/2 4 1-9SAFETY CABLE HOLES1/4 SW-TYP 1/4 1/4 1/4 1/4 TYP 1/4 1/4 SW-TYP 1-PL p36_2CNTR 1-PL p30_2CNTR 1-PL p30_2CNTR 11/16 15/16x11/8 13/16 COLUMN02C19 1203 1 HSS5x5x3/8 42 8 951S2E02C19 A500B 1 PL3/4x11 0 11 26p38_2 A572-50 1 PL3/4x10 1 2 30p36_2 A36 1 PL3/4x81/2 1 2 25p37_2 A36 1 PL3/8x5 1 0 6p10_2 A36 2 PL3/8x5 0 9 5p24_2 A36 1 PL3/8x5 0 6 3p25_2 A36 4 PL3/8x3 0 3 1p30_2 A36 1 PL1/4x5 0 5 2cp3_2 A36 141 WS3/4 0 8 1ss4_2 A108 274 JOB:DRAWN BY: CHECKED BY: JOB NUMBER: SHEET NO. CONTRACTOR: BACK CHARGES WILL NOT BE HONORED WITHOUT PRIOR AUTHORIZATION THESE DRAWINGS HAVE BEEN PREPARED IN ACCORDANCE WITH AISC CODE OF STANDARD PRACTICE FARGO NDMANDAN NDRAPID CITY SDBILLINGS MT TrueNorthSteel.com HOLES: BOLTS: MARK SYSTEM: STEEL: ELECTRODES: PAINT: SURFACE PREP: GENERAL NOTES REV DATE DESCRIPTION W SHAPES-A992, HSS-A500 GR.B, OTHERS-A36 15/16" Ø 7/8" Ø GKC NAS BILL OF MATERIAL MARK MINOR MARK UNIT QTY DESCRIPTION LENGTH Ft In REMARKS WEIGHT UNIT STEEL GRADE E70-60M OR E70-LH SHERWIN WILLIAMS B50AV1022 (2.0-3.0 MILS DFT) FINISH:----- SSPC-SP2 STANDARD A 08-13-2020 FOR APPROVAL BOZEMAN PUBLICSAFETY CENTER PMN0382LANGLAS & ASSOCIATES1/43333333341/214-41/4 6 3 3 1-03/8 1-83/8 2-43/8 3-03/8 3-83/8 4-43/8 5-03/8 5-83/8 6-43/8 7-03/8 7-83/8 8-43/8 9-03/8 9-83/8 10-43/8 11-03/8 11-83/8 12-43/8 13-03/8 13-83/8 14-43/8 15-03/8 15-83/8 1/42-87/8(1-HSS6x6x1/2x16-81/2) A500B 16-91/2 (P/P 16-91/2)1/4 1/4Wp EL 114-3EL 97-51/2B MARK FACE "A" "SOUTH"W33x118C A A 1-PL p33_2 1-ss4_2CNTR52 REQ'D Section A-A 02C20 ONE COLUMN 02C20 AT GRID: 1.6 15/16x11/8 55 5 511/2 1-1 11/21011/21-111/2 103/4SQ CUT43/8 43/8 1-03/8 1-83/8 2-43/8 3-03/8 3-83/8 4-43/8 5-03/8 5-83/8 6-43/8 7-03/8 7-83/8 8-43/8 9-03/8 9-83/8 10-43/8 11-03/8 11-83/8 12-43/8 13-03/8 13-83/8 14-43/8 15-03/8 15-83/8SQ CUT16-91/21/4 SW-TYP 1-PL p29_2 1-PL cp4_2CNTR 11/16 COLUMN02C20 698 1 HSS6x6x1/2 16 81/2 587S2E02C20 A500B 1 PL3/4x13 1 1 36p29_2 A572-50 1 PL1/2x5 2 3 19p33_2 A36 1 PL1/4x6 0 6 3cp4_2 A36 52 WS3/4 0 8 1ss4_2 A108 275 JOB:DRAWN BY: CHECKED BY: JOB NUMBER: SHEET NO. CONTRACTOR: BACK CHARGES WILL NOT BE HONORED WITHOUT PRIOR AUTHORIZATION THESE DRAWINGS HAVE BEEN PREPARED IN ACCORDANCE WITH AISC CODE OF STANDARD PRACTICE FARGO NDMANDAN NDRAPID CITY SDBILLINGS MT TrueNorthSteel.com HOLES: BOLTS: MARK SYSTEM: STEEL: ELECTRODES: PAINT: SURFACE PREP: GENERAL NOTES REV DATE DESCRIPTION W SHAPES-A992, HSS-A500 GR.B, OTHERS-A36 15/16" Ø 7/8" Ø GKC NAS BILL OF MATERIAL MARK MINOR MARK UNIT QTY DESCRIPTION LENGTH Ft In REMARKS WEIGHT UNIT STEEL GRADE E70-60M OR E70-LH SHERWIN WILLIAMS B50AV1022 (2.0-3.0 MILS DFT) FINISH:----- SSPC-SP2 STANDARD A 08-13-2020 FOR APPROVAL BOZEMAN PUBLICSAFETY CENTER PMN0382LANGLAS & ASSOCIATESSQ CUT33333341/214-101/4 5 5 556 3 3 3/41-03/8 1-83/8 15-03/8 15-83/8 1/416-91/29-92-27/8(1-HSS6x6x1/2x26-51/2) A500B 26-61/2 (P/P 26-61/2)1/4 1/4Wp EL 124-0EL 97-51/2EL 114-3W27x94B MARK FACE "A" "SOUTH" A A 1-PL p29_2 1-ss4_2CNTR24 REQ'D 1-PL p28_2 1-PL cp4_2CNTR Section A-A 02C21 ONE COLUMN 02C21 AT GRID: 1.6 11/16 15/16x11/8 SQ CUT43/8 2-43/8 3-03/8 3-83/8 4-43/8 5-03/8 5-83/8 6-43/8 7-03/8 7-83/8 8-43/8 9-03/8 9-83/8 10-43/8 11-03/8 11-83/8 12-43/8 13-03/8 13-83/8 14-43/81/411/21011/21-111/2 10 11/2 1-1 1/4 SW-TYP COLUMN02C21 1007 1 HSS6x6x1/2 26 51/2 929S2E02C21 A500B 1 PL3/4x13 1 1 36p29_2 A572-50 1 PL1/2x5 1 9 15p28_2 A36 1 PL1/4x6 0 6 3cp4_2 A36 24 WS3/4 0 8 1ss4_2 A108 276 JOB:DRAWN BY: CHECKED BY: JOB NUMBER: SHEET NO. CONTRACTOR: BACK CHARGES WILL NOT BE HONORED WITHOUT PRIOR AUTHORIZATION THESE DRAWINGS HAVE BEEN PREPARED IN ACCORDANCE WITH AISC CODE OF STANDARD PRACTICE FARGO NDMANDAN NDRAPID CITY SDBILLINGS MT TrueNorthSteel.com HOLES: BOLTS: MARK SYSTEM: STEEL: ELECTRODES: PAINT: SURFACE PREP: GENERAL NOTES REV DATE DESCRIPTION W SHAPES-A992, HSS-A500 GR.B, OTHERS-A36 15/16" Ø 7/8" Ø GKC NAS BILL OF MATERIAL MARK MINOR MARK UNIT QTY DESCRIPTION LENGTH Ft In REMARKS WEIGHT UNIT STEEL GRADE E70-60M OR E70-LH SHERWIN WILLIAMS B50AV1022 (2.0-3.0 MILS DFT) FINISH:----- SSPC-SP2 STANDARD A 08-13-2020 FOR APPROVAL BOZEMAN PUBLICSAFETY CENTER PMN0382LANGLAS & ASSOCIATES3/4SQ CUT3333333333314-63/4 29-03/4 18-23/4 19-113/4 41/2 11/2 3 6 6 3 3 8 1-4 2-0 2-107/8 3-67/8 4-27/8 4-107/8 5-67/8 6-27/8 6-107/8 7-67/8 8-27/8 8-107/8 9-67/8 10-27/8 10-107/8 11-67/8 12-27/8 12-107/8 13-67/8 16-107/8 17-67/8 18-27/8 18-107/8 19-67/8 20-27/8 20-107/8 21-67/8 14-27/8 14-107/8 15-67/8 16-27/8 3/161/416-11/214-31-813/161-117/8(1-HSS6x6x1/2x30-31/2) A500B 30-41/2 (P/P 30-41/2)1/4 1/4 1/4 1/4EL 128-6EL 114-3EL 98-11/2W21x55W24x76B MARK FACE "A" "SOUTH" C A A B B 1-PL p27_2 1-PL p30_2CNTR 1-PL p30_2CNTR 1-ss4_2CNTR60 REQ'D 1-PL p22_2 1-PL p23_2 1-PL cp4_2CNTR Section A-A 02C22 Section B-B 02C22 ONE COLUMN 02C22 13/16 15/16x11/8 15/16x11/8 3/43/471/251/2 31/2 1-1 1-6 11/2 51/271/2 31/2 25/863/41-111/2 11/225/8SQ CUT21-67/8 20-107/8 20-27/8 18-107/8 19-67/8 18-27/8 17-67/8 16-107/8 3 3 13-67/8 12-107/8 12-27/8 11-67/8 10-107/8 10-27/8 9-67/8 8-107/8 8-27/8 7-67/8 6-107/8 6-27/8 5-67/8 3-67/8 4-27/8 4-107/8 2-107/8 2-0 1-4 8 30-41/21-9SAFETY CABLE HOLES1/41/4 TYP 1/4 1/4 SW-TYP 11/16 COLUMN02C22 1177 1 HSS6x6x1/2 30 31/2 1064S2E02C22 A500B 1 PL3/4x63/4 1 6 26p27_2 A572-50 1 PL1/2x5 1 6 13p22_2 A36 1 PL3/8x5 1 3 8p23_2 A36 2 PL3/8x3 0 3 1p30_2 A36 1 PL1/4x6 0 6 3cp4_2 A36 60 WS3/4 0 8 1ss4_2 A108 277 JOB:DRAWN BY: CHECKED BY: JOB NUMBER: SHEET NO. CONTRACTOR: BACK CHARGES WILL NOT BE HONORED WITHOUT PRIOR AUTHORIZATION THESE DRAWINGS HAVE BEEN PREPARED IN ACCORDANCE WITH AISC CODE OF STANDARD PRACTICE FARGO NDMANDAN NDRAPID CITY SDBILLINGS MT TrueNorthSteel.com HOLES: BOLTS: MARK SYSTEM: STEEL: ELECTRODES: PAINT: SURFACE PREP: GENERAL NOTES REV DATE DESCRIPTION W SHAPES-A992, HSS-A500 GR.B, OTHERS-A36 15/16" Ø 7/8" Ø GKC NAS BILL OF MATERIAL MARK MINOR MARK UNIT QTY DESCRIPTION LENGTH Ft In REMARKS WEIGHT UNIT STEEL GRADE E70-60M OR E70-LH SHERWIN WILLIAMS B50AV1022 (2.0-3.0 MILS DFT) FINISH:----- SSPC-SP2 STANDARD A 08-13-2020 FOR APPROVAL BOZEMAN PUBLICSAFETY CENTER PMN0382LANGLAS & ASSOCIATESSQ CUTSQ CUT2222 33333313-0 105510 5 5 6 3 3 1-31/16 3-31/16 5-31/16 7-31/16 9-31/16 11-31/16 13-31/16 3/161-1111/16(1-HSS6x6x1/2x14-53/4) A500B 14-71/2 (P/P 14-71/2)1/4 1/4Wp EL 112-1EL 97-51/2BMARK FACE "A" "SOUTH"W24x62C A A 1-PL p12_2 1-PL p22_2 1-ss4_2CNTR14 REQ'D 1-PL cp4_2CNTR Section A-A 02C23 ONE COLUMN 02C23 AT GRID: D.4 19/16 15/16x11/8 1-21-211/21-31/161/43-31/16 5-31/16 7-31/16 11-31/16 13-3 14-71/21/4 SW-TYP COLUMN02C23 622 1 HSS6x6x1/2 14 53/4 508S2E02C23 A500B 1 PL11/2x14 1 2 83p12_2 A572-50 1 PL1/2x5 1 6 13p22_2 A36 1 PL1/4x6 0 6 3cp4_2 A36 14 WS3/4 0 8 1ss4_2 A108 278 JOB:DRAWN BY: CHECKED BY: JOB NUMBER: SHEET NO. CONTRACTOR: BACK CHARGES WILL NOT BE HONORED WITHOUT PRIOR AUTHORIZATION THESE DRAWINGS HAVE BEEN PREPARED IN ACCORDANCE WITH AISC CODE OF STANDARD PRACTICE FARGO NDMANDAN NDRAPID CITY SDBILLINGS MT TrueNorthSteel.com HOLES: BOLTS: MARK SYSTEM: STEEL: ELECTRODES: PAINT: SURFACE PREP: GENERAL NOTES REV DATE DESCRIPTION W SHAPES-A992, HSS-A500 GR.B, OTHERS-A36 15/16" Ø 7/8" Ø GKC NAS BILL OF MATERIAL MARK MINOR MARK UNIT QTY DESCRIPTION LENGTH Ft In REMARKS WEIGHT UNIT STEEL GRADE E70-60M OR E70-LH SHERWIN WILLIAMS B50AV1022 (2.0-3.0 MILS DFT) FINISH:----- SSPC-SP2 STANDARD A 08-13-2020 FOR APPROVAL BOZEMAN PUBLICSAFETY CENTER PMN0382LANGLAS & ASSOCIATESSQ CUT1/441/241/241/2 41/2 1-43/4 3-43/4 5-43/4 7-43/4 9-43/4 11-43/4 13-43/4 1-43/4 3-43/4 5-43/4 7-43/4 9-43/4 11-43/4 13-43/4 (1-HSS5x5x3/8x14-93/16) A500B 14-103/16 (P/P 14-103/16)SQ CUTWp EL 112-1111/16EL 98-11/2BMARK FACE "A" "SOUTH"C 1-PL p26_2 1-ss4_2CNTR14 REQ'D 1-PL cp3_2CNTR ONE COLUMN 02C24 11/163/414-103/1611/2911/21-011/2 9 11/2 1-0 SW-TYP 1/4 COLUMN02C24 376 1 HSS5x5x3/8 14 93/16 329S2E02C24 A500B 1 PL3/4x12 1 0 31p26_2 A572-50 1 PL1/4x5 0 5 2cp3_2 A36 14 WS3/4 0 8 1ss4_2 A108 279 JOB:DRAWN BY: CHECKED BY: JOB NUMBER: SHEET NO. CONTRACTOR: BACK CHARGES WILL NOT BE HONORED WITHOUT PRIOR AUTHORIZATION THESE DRAWINGS HAVE BEEN PREPARED IN ACCORDANCE WITH AISC CODE OF STANDARD PRACTICE FARGO NDMANDAN NDRAPID CITY SDBILLINGS MT TrueNorthSteel.com HOLES: BOLTS: MARK SYSTEM: STEEL: ELECTRODES: PAINT: SURFACE PREP: GENERAL NOTES REV DATE DESCRIPTION W SHAPES-A992, HSS-A500 GR.B, OTHERS-A36 15/16" Ø 7/8" Ø GKC NAS BILL OF MATERIAL MARK MINOR MARK UNIT QTY DESCRIPTION LENGTH Ft In REMARKS WEIGHT UNIT STEEL GRADE E70-60M OR E70-LH SHERWIN WILLIAMS B50AV1022 (2.0-3.0 MILS DFT) FINISH:----- SSPC-SP2 STANDARD A 08-13-2020 FOR APPROVAL BOZEMAN PUBLICSAFETY CENTER PMN0382LANGLAS & ASSOCIATES11/21/43333633333333313-13/4 14-73/4 24-11 26-2 3333313-13/4 6 66 33 1-89/16 3-89/16 5-89/16 7-89/16 9-89/16 11-89/16 13-89/16 15-89/16 17-89/16 19-89/16 21-89/16 23-89/16 25-89/16 3/16 3/16 3/16 3/16 1/813-73/4101/212-13/4101/21-813/161-811/1614-61/413-01/41-813/16(1-HSS6x6x1/2x27-43/4) A500B 27-61/2 (P/P 27-61/2)TYP1/4 1/4 1/4 1/4 1/4 1/4Wp EL 125-0EL 97-51/2BMARK FACE "A" "SOUTH"EL 124-11/2EL 111-113/4EL 111-11/4W21x50W21x44EL 111-113/4W21x55C A A B B C C D D 1-PL p12_2 1-PL p23_2 1-PL p23_2 1-PL p25_2 1-PL p24_2 1-PL p23_2 1-ss4_2CNTR26 REQ'D Section A-A 02C25 Section B-B 02C25 Section C-C 02C25 Section D-D 02C25 ONE COLUMN 02C25 15/16x11/8 SQ CUT1-89/16 3-89/16 5-89/16 7-89/16 9-89/16 11-89/16 13-89/16 15-89/16 17-89/16 19-89/16 21-89/16 23-89/16 25-89/16SQ CUT27-61/23 3 6 3 333/1633 3 5521021-25 5 2 10 2 1-2 1/4 SW-TYP 1-PL cp4_2CNTR 15/16x11/8 15/16x11/8 15/16x11/8 19/16 COLUMN02C25 1107 1 HSS6x6x1/2 27 43/4 962S2E02C25 A500B 1 PL11/2x14 1 2 83p12_2 A572-50 3 PL3/8x5 1 3 8p23_2 A36 1 PL3/8x5 0 9 5p24_2 A36 1 PL3/8x5 0 6 3p25_2 A36 1 PL1/4x6 0 6 3cp4_2 A36 26 WS3/4 0 8 1ss4_2 A108 280 JOB:DRAWN BY: CHECKED BY: JOB NUMBER: SHEET NO. CONTRACTOR: BACK CHARGES WILL NOT BE HONORED WITHOUT PRIOR AUTHORIZATION THESE DRAWINGS HAVE BEEN PREPARED IN ACCORDANCE WITH AISC CODE OF STANDARD PRACTICE FARGO NDMANDAN NDRAPID CITY SDBILLINGS MT TrueNorthSteel.com HOLES: BOLTS: MARK SYSTEM: STEEL: ELECTRODES: PAINT: SURFACE PREP: GENERAL NOTES REV DATE DESCRIPTION W SHAPES-A992, HSS-A500 GR.B, OTHERS-A36 15/16" Ø 7/8" Ø GKC NAS BILL OF MATERIAL MARK MINOR MARK UNIT QTY DESCRIPTION LENGTH Ft In REMARKS WEIGHT UNIT STEEL GRADE E70-60M OR E70-LH SHERWIN WILLIAMS B50AV1022 (2.0-3.0 MILS DFT) FINISH:----- SSPC-SP2 STANDARD A 08-13-2020 FOR APPROVAL BOZEMAN PUBLICSAFETY CENTER PMN0382LANGLAS & ASSOCIATESSQ CUTSQ CUT33333319-23/4 3333319-53/4 555 5 6 3 3 6 3 3 2-43/8 6-43/8 10-43/8 14-43/8 18-43/8 1/4 3/162-01/81-9(1-HSS6x6x1/2x20-81/2) A500B 20-91/2 (P/P 20-91/2)1/4 1/4 1/4 1/4Wp EL 118-3EL 97-51/2BMARK FACE "A" "SOUTH"W24x84W21x62C A A 1-PL p29_2 1-PL p22_2 1-PL p23_2 1-ss4_2CNTR10 REQ'D Section A-A 02C26 ONE COLUMN 02C26 11/16 15/16x11/8 15/16x11/8 3/411/2 10 11/2 1-1 11/21011/21-12-43/8 6-43/8 10-43/8 14-43/8 18-43/81/420-91/21/4 SW-TYP 1-PL cp4_2CNTR COLUMN02C26 797 1 HSS6x6x1/2 20 81/2 727S2E02C26 A500B 1 PL3/4x13 1 1 36p29_2 A572-50 1 PL1/2x5 1 6 13p22_2 A36 1 PL3/8x5 1 3 8p23_2 A36 1 PL1/4x6 0 6 3cp4_2 A36 10 WS3/4 0 8 1ss4_2 A108 281 JOB:DRAWN BY: CHECKED BY: JOB NUMBER: SHEET NO. CONTRACTOR: BACK CHARGES WILL NOT BE HONORED WITHOUT PRIOR AUTHORIZATION THESE DRAWINGS HAVE BEEN PREPARED IN ACCORDANCE WITH AISC CODE OF STANDARD PRACTICE FARGO NDMANDAN NDRAPID CITY SDBILLINGS MT TrueNorthSteel.com HOLES: BOLTS: MARK SYSTEM: STEEL: ELECTRODES: PAINT: SURFACE PREP: GENERAL NOTES REV DATE DESCRIPTION W SHAPES-A992, HSS-A500 GR.B, OTHERS-A36 15/16" Ø 7/8" Ø GKC NAS BILL OF MATERIAL MARK MINOR MARK UNIT QTY DESCRIPTION LENGTH Ft In REMARKS WEIGHT UNIT STEEL GRADE E70-60M OR E70-LH SHERWIN WILLIAMS B50AV1022 (2.0-3.0 MILS DFT) FINISH:----- SSPC-SP2 STANDARD A 08-13-2020 FOR APPROVAL BOZEMAN PUBLICSAFETY CENTER PMN0382LANGLAS & ASSOCIATES3/4SQ CUT3333318-53/4 6 3 3 1-103/8 3-103/8 5-103/8 7-103/8 9-103/8 11-103/8 13-103/8 15-103/8 17-103/8 1-103/8 3-103/8 5-103/8 7-103/8 9-103/8 11-103/8 13-103/8 15-103/8 17-103/8 3/161-9(1-HSS6x6x1/2x19-81/2) A500B 19-91/2 (P/P 19-91/2)1/4 1/4Wp EL 118-3EL 98-51/2BMARK FACE "A" "SOUTH"W21x62C A A 1-PL p29_2 1-PL p23_2 1-ss4_2CNTR18 REQ'D 1-PL cp4_2CNTR Section A-A 02C27 ONE COLUMN 02C27 15/16x11/8 55 5511/2 10 11/2 1-1 11/21011/21-1SQ CUT1/419-91/21/4 SW-TYP 11/16 COLUMN02C27 757 1 HSS6x6x1/2 19 81/2 692S2E02C27 A500B 1 PL3/4x13 1 1 36p29_2 A572-50 1 PL3/8x5 1 3 8p23_2 A36 1 PL1/4x6 0 6 3cp4_2 A36 18 WS3/4 0 8 1ss4_2 A108 282 JOB:DRAWN BY: CHECKED BY: JOB NUMBER: SHEET NO. CONTRACTOR: BACK CHARGES WILL NOT BE HONORED WITHOUT PRIOR AUTHORIZATION THESE DRAWINGS HAVE BEEN PREPARED IN ACCORDANCE WITH AISC CODE OF STANDARD PRACTICE FARGO NDMANDAN NDRAPID CITY SDBILLINGS MT TrueNorthSteel.com HOLES: BOLTS: MARK SYSTEM: STEEL: ELECTRODES: PAINT: SURFACE PREP: GENERAL NOTES REV DATE DESCRIPTION W SHAPES-A992, HSS-A500 GR.B, OTHERS-A36 15/16" Ø 7/8" Ø GKC NAS BILL OF MATERIAL MARK MINOR MARK UNIT QTY DESCRIPTION LENGTH Ft In REMARKS WEIGHT UNIT STEEL GRADE E70-60M OR E70-LH SHERWIN WILLIAMS B50AV1022 (2.0-3.0 MILS DFT) FINISH:----- SSPC-SP2 STANDARD A 08-13-2020 FOR APPROVAL BOZEMAN PUBLICSAFETY CENTER PMN0382LANGLAS & ASSOCIATES3/41/433333341/217-101/4 6 3 3 1-103/8 3-103/8 5-103/8 7-103/8 9-103/8 11-103/8 13-103/8 15-103/8 17-103/8 1-103/8 3-103/8 5-103/8 7-103/8 9-103/8 11-103/8 13-103/8 15-103/8 17-103/8 1/42-27/8(1-HSS6x6x1/2x19-81/2) A500B 19-91/2 (P/P 19-91/2)1/4 1/4Wp EL 118-3EL 98-51/2BMARK FACE "A" "SOUTH"W27x94C A A 1-ss4_2CNTR27 REQ'D 1-PL p28_2 1-PL cp4_2CNTR Section A-A 02C28 ONE COLUMN 02C28 15/16x11/8 11/2 1-1 11/21011/21-1555 5 11/2 10SQ CUT1-103/8 3-103/8 5-103/8 7-103/8 9-103/8 11-103/8 13-103/8 15-103/8 17-103/8SQ CUT19-91/21/4 SW-TYP 1-PL p29_2 11/16 COLUMN02C28 773 1 HSS6x6x1/2 19 81/2 692S2E02C28 A500B 1 PL3/4x13 1 1 36p29_2 A572-50 1 PL1/2x5 1 9 15p28_2 A36 1 PL1/4x6 0 6 3cp4_2 A36 27 WS3/4 0 8 1ss4_2 A108 283 JOB:DRAWN BY: CHECKED BY: JOB NUMBER: SHEET NO. CONTRACTOR: BACK CHARGES WILL NOT BE HONORED WITHOUT PRIOR AUTHORIZATION THESE DRAWINGS HAVE BEEN PREPARED IN ACCORDANCE WITH AISC CODE OF STANDARD PRACTICE FARGO NDMANDAN NDRAPID CITY SDBILLINGS MT TrueNorthSteel.com HOLES: BOLTS: MARK SYSTEM: STEEL: ELECTRODES: PAINT: SURFACE PREP: GENERAL NOTES REV DATE DESCRIPTION W SHAPES-A992, HSS-A500 GR.B, OTHERS-A36 15/16" Ø 7/8" Ø GKC NAS BILL OF MATERIAL MARK MINOR MARK UNIT QTY DESCRIPTION LENGTH Ft In REMARKS WEIGHT UNIT STEEL GRADE E70-60M OR E70-LH SHERWIN WILLIAMS B50AV1022 (2.0-3.0 MILS DFT) FINISH:----- SSPC-SP2 STANDARD A 08-13-2020 FOR APPROVAL BOZEMAN PUBLICSAFETY CENTER PMN0382LANGLAS & ASSOCIATESSQ CUTSQ CUT33333341/216-61/4 71/251/23/43/46 3 3 1-23/8 5-23/8 9-23/8 13-23/8 17-23/8 1/42-27/8(1-HSS6x6x1/2x18-41/2) A500B 18-51/2 (P/P 18-51/2)1/4 1/4Wp EL 118-3EL 99-91/2B MARK FACE "A" "SOUTH"W27x94C A A 1-PL p27_2 1-PL p28_2 1-ss4_2CNTR10 REQ'D 1-PL cp4_2CNTR Section A-A 02C29 ONE COLUMN 02C29 11/16 15/16x11/8 18-51/21/417-23/8 13-23/8 9-23/8 5-23/8 1-23/8 3/425/811/225/863/411/2 1-1 31/2 71/2 51/2 1-6 31/2 1-1 11/2 SW-TYP 1/4 COLUMN02C29 699 1 HSS6x6x1/2 18 41/2 645S2E02C29 A500B 1 PL3/4x63/4 1 6 26p27_2 A572-50 1 PL1/2x5 1 9 15p28_2 A36 1 PL1/4x6 0 6 3cp4_2 A36 10 WS3/4 0 8 1ss4_2 A108 284 GKC DESCRIPTIONDATE NASW SHAPES-A992, HSS-A500 GR.B, OTHERS-A36 15/16" Ø 7/8" ØBOLTS: HOLES: TrueNorthSteel.com FARGO NDMANDAN NDRAPID CITY SDBILLINGS MT THESE DRAWINGS HAVE BEEN PREPARED IN ACCORDANCE WITH AISC CODE OF STANDARD PRACTICE BACK CHARGES WILL NOT BE HONORED WITHOUT PRIOR AUTHORIZATION CONTRACTOR: SHEET NO. JOB NUMBER: CHECKED BY: DRAWN BY:JOB: SURFACE PREP: GENERAL NOTES PAINT: ELECTRODES: MARK SYSTEM: REV STEEL: FOR APPROVAL08-07-20A BILL OF MATERIAL MARK MINOR MARK UNIT QTY DESCRIPTION LENGTH Ft In REMARKS WEIGHT UNIT STEEL GRADE BOZEMAN PUBLICSAFETY CENTER LANGLAS & ASSOCIATES PMN0382NO PAINT E70-60M OR E70LH FINISH : ---- STANDARD SSPC-SP2 COAT. INSP:WELD. INSP:LAYOUT:COATING:WELDER:QC DIM. INSP:COMP. DATE HEAT# B 08-13-20 FOR RE-APPROVAL 1-ss4_26 REQ'D 22 EMBED PLATES 02EM24 1/4 2 4 4 2 1-0 1611 10 18 24281/281/22 4 4 2 1-0 SW-TYP EMBED PLATE02EM24 20 1 PL1/2x8 1 0 1402EM24 A36 6 WS3/4 0 8 1ss4_2 A108 A Aug 7 2020 ISSUED FOR APPROVAL 285 JOB:DRAWN BY: CHECKED BY: JOB NUMBER: SHEET NO. CONTRACTOR: BACK CHARGES WILL NOT BE HONORED WITHOUT PRIOR AUTHORIZATION THESE DRAWINGS HAVE BEEN PREPARED IN ACCORDANCE WITH AISC CODE OF STANDARD PRACTICE FARGO NDMANDAN NDRAPID CITY SDBILLINGS MT TrueNorthSteel.com HOLES: BOLTS: MARK SYSTEM: STEEL: ELECTRODES: PAINT: SURFACE PREP: GENERAL NOTES REV DATE DESCRIPTION W SHAPES-A992, HSS-A500 GR.B, OTHERS-A36 15/16" Ø 7/8" Ø GKC NAS E70-60M OR E70-LH PRIMER B50WV8430 WHITE FINISH:----- SSPC-SP2 STANDARD A 08-13-2020 FOR APPROVAL BOZEMAN PUBLICSAFETY CENTER PMN0382LANGLAS & ASSOCIATES COATING:COAT. INSP:WELD. INSP:WELDER:DIM. INSP:LAYOUT:COMP. DATE HEAT#QC REVISE AS NOTEDB09-01-2020 BILL OF MATERIAL MARK MINOR MARK GRADE STEEL UNIT WEIGHT REMARKSFt In LENGTH DESCRIPTIONQTY TOTAL QTY UNIT 0 10-08-2020 FOR FABRICATION3/41/425/825/8333333341/214-71/4 71/251/211/2 3/4 3/4 6 3 3 1/42-513/16(1-HSS6x6x1/2x16-81/2) A500B 16-91/2 (P/P 16-91/2)3/8 3/8EL 114-3EL 97-51/2W30x108BMARK FACE "A" "SOUTH"C A A 1-PL p27_2 1-ss4_27 REQ'DCNTR 1-PL p34_2 1-PL p48_2CNTR 1-PL cp4_2CNTR Section A-A 02C1 ONE COLUMN 02C1 11/16 15/16x11/8 21/2 63/4 31/21-111/21-671/251/211/21-131/21-63 3 331-43/8 4-03/8 8-03/8 12-03/8 12-03/8 16-03/8 16-03/8 16-91/21/4 3/8 3/8 SW-TYP SQ CUTSQ CUTONE COLUMN02C1 644 1 1 HSS6x6x1/2 16 81/2 587S2E02C1 A500B 1 1 PL3/4x63/4 1 6 26p27_2 A572-50 1 1 PL1/2x6 0 6 5p48_2 A36 1 1 PL1/2x5 2 0 17p34_2 A36 1 1 PL1/4x6 0 6 3cp4_2 A36 7 7 WS3/4 0 8 1ss4_2 A108 A Aug 13 2020 FOR APPROVAL B Sep 1 2020 REVISE AS NOTED 0 Oct 8 2020 FOR FABRICATION 286 JOB:DRAWN BY: CHECKED BY: JOB NUMBER: SHEET NO. CONTRACTOR: BACK CHARGES WILL NOT BE HONORED WITHOUT PRIOR AUTHORIZATION THESE DRAWINGS HAVE BEEN PREPARED IN ACCORDANCE WITH AISC CODE OF STANDARD PRACTICE FARGO NDMANDAN NDRAPID CITY SDBILLINGS MT TrueNorthSteel.com HOLES: BOLTS: MARK SYSTEM: STEEL: ELECTRODES: PAINT: SURFACE PREP: GENERAL NOTES REV DATE DESCRIPTION W SHAPES-A992, HSS-A500 GR.B, OTHERS-A36 15/16" Ø 7/8" Ø GKC NAS E70-60M OR E70-LH FINISH:----- SSPC-SP2 STANDARD A 08-13-2020 FOR APPROVAL BOZEMAN PUBLICSAFETY CENTER PMN0382LANGLAS & ASSOCIATES COATING:COAT. INSP:WELD. INSP:WELDER:DIM. INSP:LAYOUT:COMP. DATE HEAT#QC REVISE AS NOTEDB09-01-2020 PRIMER B50WV8430 WHITE MARK GRADE STEEL UNIT WEIGHT REMARKSFt In LENGTH DESCRIPTIONQTY TOTAL QTY UNITMINOR MARK BILL OF MATERIAL FOR FABRICATION10-08-202003/41/433333314-63/4 6 3 83/8 3-43/8 7-43/8 11-43/8 3/161-1111/16(1-HSS6x6x1/2x16-01/2) A500B 16-11/2 (P/P 16-11/2)EL 114-3EL 98-11/2W24x62B MARK FACE "A" "SOUTH"C A A 1-PL p42_2 1-ss4_215 REQ'DCNTR 1-PL p22_2 1-PL p48_2CNTR 1-PL cp4_2CNTR Section A-A 02C2 ONE COLUMN 02C2 11/16 15/16x11/8 21/2 41/8341/8 3 3/4 3/4 3/43/433/8 71/8 11/233/871/811/21-025/8 11/2 77/8 1-0 25/811/277/815-43/8 3 3 3 3315-43/8 15-43/8 11-43/8 11-43/8 7-43/8 7-43/8 3-43/8 3-43/8 83/8 83/8 16-11/21/4 3/8 3/8 3/8 3/8 SW-TYP SQ CUTSQ CUT11/16 ONE COLUMN02C2 630 1 1 HSS6x6x1/2 16 01/2 563S2E02C2 A500B 1 1 PL3/4x12 1 0 31p42_2 A36 1 1 PL1/2x6 0 6 5p48_2 A36 1 1 PL1/2x5 1 6 13p22_2 A36 1 1 PL1/4x6 0 6 3cp4_2 A36 15 15 WS3/4 0 8 1ss4_2 A108 A Aug 13 2020 FOR APPROVAL B Sep 1 2020 REVISE AS NOTED 0 Oct 8 2020 FOR FABRICATION 287 JOB:DRAWN BY: CHECKED BY: JOB NUMBER: SHEET NO. CONTRACTOR: BACK CHARGES WILL NOT BE HONORED WITHOUT PRIOR AUTHORIZATION THESE DRAWINGS HAVE BEEN PREPARED IN ACCORDANCE WITH AISC CODE OF STANDARD PRACTICE FARGO NDMANDAN NDRAPID CITY SDBILLINGS MT TrueNorthSteel.com HOLES: BOLTS: MARK SYSTEM: STEEL: ELECTRODES: PAINT: SURFACE PREP: GENERAL NOTES REV DATE DESCRIPTION W SHAPES-A992, HSS-A500 GR.B, OTHERS-A36 15/16" Ø 7/8" Ø GKC NAS E70-60M OR E70-LH FINISH:----- SSPC-SP2 STANDARD A 08-13-2020 FOR APPROVAL BOZEMAN PUBLICSAFETY CENTER PMN0382LANGLAS & ASSOCIATES COATING:COAT. INSP:WELD. INSP:WELDER:DIM. INSP:LAYOUT:COMP. DATE HEAT#QC REVISE AS NOTEDB09-01-2020 PRIMER B50WV8430 WHITE MARK GRADE STEEL UNIT WEIGHT REMARKSFt In LENGTH DESCRIPTIONQTY TOTAL QTY UNITMINOR MARK BILL OF MATERIAL FOR FABRICATION10-08-20200SQ.CUT1/433333341/214-101/433 5 5 1/42-27/8(1-HSS6x6x1/2x16-81/2) A500B 16-91/2 (P/P 16-91/2)3/8 3/8EL 114-3EL 97-51/2W27x94B MARK FACE "A" "SOUTH"C A A 1-PL p29_2 1-ss4_210 REQ'DCNTR 1-PL p28_2 1-PL p48_2CNTR 1-PL cp4_2CNTR Section A-A 02C3 ONE COLUMN 02C3 AT GRID: 1.6 11/16 15/16x11/8 21/2 5511/21011/21-111/2 10 11/2 1-13/46 3 3 3 3 SQ.CUT16-91/28 8 4-03/8 4-03/8 8-03/8 8-03/8 12-03/8 12-03/8 16-03/8 16-03/8 1/4 3/8 3/8 SW-TYP ONE COLUMN02C3 655 1 1 HSS6x6x1/2 16 81/2 587S2E02C3 A500B 1 1 PL3/4x13 1 1 36p29_2 A572-50 1 1 PL1/2x6 0 6 5p48_2 A36 1 1 PL1/2x5 1 9 15p28_2 A36 1 1 PL1/4x6 0 6 3cp4_2 A36 10 10 WS3/4 0 8 1ss4_2 A108 A Aug 13 2020 FOR APPROVAL B Sep 1 2020 REVISE AS NOTED 0 Oct 8 2020 FOR FABRICATION 288 JOB:DRAWN BY: CHECKED BY: JOB NUMBER: SHEET NO. CONTRACTOR: BACK CHARGES WILL NOT BE HONORED WITHOUT PRIOR AUTHORIZATION THESE DRAWINGS HAVE BEEN PREPARED IN ACCORDANCE WITH AISC CODE OF STANDARD PRACTICE FARGO NDMANDAN NDRAPID CITY SDBILLINGS MT TrueNorthSteel.com HOLES: BOLTS: MARK SYSTEM: STEEL: ELECTRODES: PAINT: SURFACE PREP: GENERAL NOTES REV DATE DESCRIPTION W SHAPES-A992, HSS-A500 GR.B, OTHERS-A36 15/16" Ø 7/8" Ø GKC NAS E70-60M OR E70-LH PRIMER B50WV8430 WHITE FINISH:----- SSPC-SP2 STANDARD A 08-13-2020 FOR APPROVAL BOZEMAN PUBLICSAFETY CENTER PMN0382LANGLAS & ASSOCIATES COATING:COAT. INSP:WELD. INSP:WELDER:DIM. INSP:LAYOUT:COMP. DATE HEAT#QC REVISE AS NOTEDB09-01-2020 MARK GRADE STEEL UNIT WEIGHT REMARKSFt In LENGTH DESCRIPTIONQTY TOTAL QTY UNITMINOR MARK BILL OF MATERIAL FOR FABRICATION10-08-202001/433333315-23/433 41/241/241/2 41/2 1/4SQ.CUT1-117/8(1-HSS5x5x1/2x16-81/2) A500B 16-91/2 (P/P 16-91/2)3/8 3/8SQ CUTWp EL 114-3EL 97-51/2W24x76BMARK FACE "A" "SOUTH"C A A 1-PL p26_2 1-ss4_210 REQ'DCNTR 1-PL p48_2CNTR 1-PL p22_2 1-PL cp3_2CNTR Section A-A 02C4 ONE COLUMN 02C4 11/16 15/16x11/8 21/2 16-91/243/8 43/8 3-83/8 3-83/8 7-83/8 7-83/8 11-83/8 11-83/8 15-83/8 15-83/8 3/411/2 9 11/2 1-0 11/2911/21-021/2 351/2 3 3 3/8 3/8 1/4 SW-TYP ONE COLUMN02C4 533 1 1 HSS5x5x1/2 16 81/2 473S2E02C4 A500B 1 1 PL3/4x12 1 0 31p26_2 A572-50 1 1 PL1/2x6 0 6 5p48_2 A36 1 1 PL1/2x5 1 6 13p22_2 A36 1 1 PL1/4x5 0 5 2cp3_2 A36 10 10 WS3/4 0 8 1ss4_2 A108 A Aug 13 2020 FOR APPROVAL B Sep 1 2020 REVISE AS NOTED 0 Oct 8 2020 FOR FABRICATION 289 JOB:DRAWN BY: CHECKED BY: JOB NUMBER: SHEET NO. CONTRACTOR: BACK CHARGES WILL NOT BE HONORED WITHOUT PRIOR AUTHORIZATION THESE DRAWINGS HAVE BEEN PREPARED IN ACCORDANCE WITH AISC CODE OF STANDARD PRACTICE FARGO NDMANDAN NDRAPID CITY SDBILLINGS MT TrueNorthSteel.com HOLES: BOLTS: MARK SYSTEM: STEEL: ELECTRODES: PAINT: SURFACE PREP: GENERAL NOTES REV DATE DESCRIPTION W SHAPES-A992, HSS-A500 GR.B, OTHERS-A36 15/16" Ø 7/8" Ø GKC NAS E70-60M OR E70-LH PRIMER B50WV8430 WHITE FINISH:----- SSPC-SP2 STANDARD A 08-13-2020 FOR APPROVAL BOZEMAN PUBLICSAFETY CENTER PMN0382LANGLAS & ASSOCIATES COATING:COAT. INSP:WELD. INSP:WELDER:DIM. INSP:LAYOUT:COMP. DATE HEAT#QC REVISE AS NOTEDB09-01-2020 MARK GRADE STEEL UNIT WEIGHT REMARKSFt In LENGTH DESCRIPTIONQTY TOTAL QTY UNITMINOR MARK BILL OF MATERIAL FOR FABRICATION10-08-20200SQ.CUT1/4333313-83/433 51/2 3 21/2 3/161-43/8(1-HSS5x5x1/2x14-81/2) A500B 14-91/2 (P/P 14-91/2)3/8 3/8SQ CUTWp EL 114-3EL 99-51/2B MARK FACE "A" "SOUTH"W16x57C A A 1-PL p26_2 1-ss4_29 REQ'DCNTR 1-PL p10_2 1-PL p48_2CNTR 1-PL cp3_2CNTR Section A-A 02C5 ONE COLUMN 02C5 AT GRID: 1.12 11/16 15/16x11/8 21/2 3/414-91/283/8 83/8 2-03/8 2-03/8 6-03/8 6-03/8 10-03/8 10-03/8 14-03/8 3 3 41/241/211/2911/21-041/2 41/2 11/2 9 11/2 1-0 3/8 3/8 SW-TYP 1/4 ONE COLUMN02C5 469 1 1 HSS5x5x1/2 14 81/2 416S2E02C5 A500B 1 1 PL3/4x12 1 0 31p26_2 A572-50 1 1 PL1/2x6 0 6 5p48_2 A36 1 1 PL3/8x5 1 0 6p10_2 A36 1 1 PL1/4x5 0 5 2cp3_2 A36 9 9 WS3/4 0 8 1ss4_2 A108 A Aug 13 2020 FOR APPROVAL B Sep 1 2020 REVISE AS NOTED 0 Oct 8 2020 FOR FABRICATION 290 JOB:DRAWN BY: CHECKED BY: JOB NUMBER: SHEET NO. CONTRACTOR: BACK CHARGES WILL NOT BE HONORED WITHOUT PRIOR AUTHORIZATION THESE DRAWINGS HAVE BEEN PREPARED IN ACCORDANCE WITH AISC CODE OF STANDARD PRACTICE FARGO NDMANDAN NDRAPID CITY SDBILLINGS MT TrueNorthSteel.com HOLES: BOLTS: MARK SYSTEM: STEEL: ELECTRODES: PAINT: SURFACE PREP: GENERAL NOTES REV DATE DESCRIPTION W SHAPES-A992, HSS-A500 GR.B, OTHERS-A36 15/16" Ø 7/8" Ø GKC NAS E70-60M OR E70-LH PRIMER B50WV8430 WHITE FINISH:----- SSPC-SP2 STANDARD A 08-13-2020 FOR APPROVAL BOZEMAN PUBLICSAFETY CENTER PMN0382LANGLAS & ASSOCIATES COATING:COAT. INSP:WELD. INSP:WELDER:DIM. INSP:LAYOUT:COMP. DATE HEAT#QC REVISE AS NOTEDB09-01-2020 MARK GRADE STEEL UNIT WEIGHT REMARKSFt In LENGTH DESCRIPTIONQTY TOTAL QTY UNITMINOR MARK BILL OF MATERIAL FOR FABRICATION10-08-20200SQ.CUT1/433333314-23/4 33329-73/4 17-103/4 19-73/433 41/241/241/2 41/2 4 21/2 11/2 51/2 3 21/2 1/8 1/415-91/214-82-01/81-17/8(1-HSS5x5x1/2x30-41/2) A500B 30-51/2 (P/P 30-51/2)3/8 3/8 3/8 3/8SQ CUTWp EL 128-11EL 98-51/2EL 114-3W24x84B MARK FACE "A" "SOUTH"W14x26C A A B B 1-PL p26_2 1-ss4_210 REQ'DCNTR 1-PL p24_2 1-PL p30_2CNTR 1-PL p30_2CNTR 1-PL p48_2CNTR 1-PL p22_2 1-PL cp3_2CNTR Section A-A 02C6 Section B-B 02C6 ONE COLUMN 02C6 11/16 15/16x11/8 13/16 15/16x11/8 21/2 11/2911/21-011/2 9 11/2 1-03/430-51/23 3 93/4 93/4 3-53/43-53/4 7-53/4 7-53/4 11-53/4 11-53/4 15-53/4 15-53/4 1-9SAFETY CABLE HOLE321/2 51/2 1/4 3/8 3/8 TYP3/16 3/16 SW-TYP ONE COLUMN02C6 927 1 1 HSS5x5x1/2 30 41/2 860S2E02C6 A500B 1 1 PL3/4x12 1 0 31p26_2 A572-50 1 1 PL1/2x6 0 6 5p48_2 A36 1 1 PL1/2x5 1 6 13p22_2 A36 1 1 PL3/8x5 0 9 5p24_2 A36 2 2 PL3/8x3 0 3 1p30_2 A36 1 1 PL1/4x5 0 5 2cp3_2 A36 10 10 WS3/4 0 8 1ss4_2 A108 A Aug 13 2020 FOR APPROVAL B Sep 1 2020 REVISE AS NOTED 0 Oct 8 2020 FOR FABRICATION 291 JOB:DRAWN BY: CHECKED BY: JOB NUMBER: SHEET NO. CONTRACTOR: BACK CHARGES WILL NOT BE HONORED WITHOUT PRIOR AUTHORIZATION THESE DRAWINGS HAVE BEEN PREPARED IN ACCORDANCE WITH AISC CODE OF STANDARD PRACTICE FARGO NDMANDAN NDRAPID CITY SDBILLINGS MT TrueNorthSteel.com HOLES: BOLTS: MARK SYSTEM: STEEL: ELECTRODES: PAINT: SURFACE PREP: GENERAL NOTES REV DATE DESCRIPTION W SHAPES-A992, HSS-A500 GR.B, OTHERS-A36 15/16" Ø 7/8" Ø GKC NAS E70-60M OR E70-LH PRIMER B50WV8430 WHITE FINISH:----- SSPC-SP2 STANDARD A 08-13-2020 FOR APPROVAL BOZEMAN PUBLICSAFETY CENTER PMN0382LANGLAS & ASSOCIATES COATING:COAT. INSP:WELD. INSP:WELDER:DIM. INSP:LAYOUT:COMP. DATE HEAT#QC REVISE AS NOTEDB09-01-2020 MARK GRADE STEEL UNIT WEIGHT REMARKSFt In LENGTH DESCRIPTIONQTY TOTAL QTY UNITMINOR MARK BILL OF MATERIAL FOR FABRICATION10-08-20200SQ.CUTSQ.CUT16-23/4 17-113/4 30-103/4 32-73/4 16-23/4 17-113/4 30-103/4 32-73/4 33333333333333312-93/4 27-53/4 37-41/433 41/2 11/2 3 6 3 3 6 3 3 6 3 3 41/2 41/2 11/2 3 3 3/16 3/16 3/16 15-67/8 35-67/8 14-11/214-89-101/21-91-91-813/16(1-HSS6x6x1/2x38-7) A500B 38-8 (P/P 38-8)TYP3/8 3/8Wp EL 138-91/2EL 100-11/2B MARK FACE "A" "SOUTH"EL 128-11EL 114-3W21x62W21x62W21x55C A A B B C C 1-PL p27_2 1-PL p30_28 REQ'DCNTR 1-PL p23_2 1-PL p23_2 1-PL p23_2 1-ss4_220 REQ'DCNTR 1-PL p48_2CNTR 1-PL cp4_2CNTR Section A-A 02C7 Section B-B 02C7 Section C-C 02C7 ONE COLUMN 02C7 11/16 13/16 15/16x11/8 21/2 3/43/425/811/225/863/42 51/2 51/2 2 11/2 1-3 11/2 1-63/4107/8 107/8 3-67/8 3-67/8 7-67/87-67/8 11-67/8 11-67/8 15-67/8 15-67/81-9SAFETY CABLE HOLE11/2 3 19-67/8 19-67/8 23-67/8 23-67/8 27-67/8 27-67/81-9SAFETY CABLE HOLE31-67/8 31-67/8 35-67/8 35-67/8 3 1/41-9SAFETY CABLE HOLE11/2 3 41/2 1-9SAFETY CABLE HOLE38-81/4 3/8 3/8 SW-TYP TYP 3/16 3/16 13/16 13/16 13/16 15/16x11/8 15/16x11/8 ONE COLUMN02C7 1440 1 1 HSS6x6x1/2 38 7 1355S2E02C7 A500B 1 1 PL3/4x63/4 1 6 26p27_2 A572-50 1 1 PL1/2x6 0 6 5p48_2 A36 3 3 PL3/8x5 1 3 8p23_2 A36 8 8 PL3/8x3 0 3 1p30_2 A36 1 1 PL1/4x6 0 6 3cp4_2 A36 20 20 WS3/4 0 8 1ss4_2 A108 A Aug 13 2020 FOR APPROVAL B Sep 1 2020 REVISE AS NOTED 0 Oct 8 2020 FOR FABRICATION 292 JOB:DRAWN BY: CHECKED BY: JOB NUMBER: SHEET NO. CONTRACTOR: BACK CHARGES WILL NOT BE HONORED WITHOUT PRIOR AUTHORIZATION THESE DRAWINGS HAVE BEEN PREPARED IN ACCORDANCE WITH AISC CODE OF STANDARD PRACTICE FARGO NDMANDAN NDRAPID CITY SDBILLINGS MT TrueNorthSteel.com HOLES: BOLTS: MARK SYSTEM: STEEL: ELECTRODES: PAINT: SURFACE PREP: GENERAL NOTES REV DATE DESCRIPTION W SHAPES-A992, HSS-A500 GR.B, OTHERS-A36 15/16" Ø 7/8" Ø GKC NAS E70-60M OR E70-LH PRIMER B50WV8430 WHITE FINISH:----- SSPC-SP2 STANDARD A 08-13-2020 FOR APPROVAL BOZEMAN PUBLICSAFETY CENTER PMN0382LANGLAS & ASSOCIATES COATING:COAT. INSP:WELD. INSP:WELDER:DIM. INSP:LAYOUT:COMP. DATE HEAT#QC REVISE AS NOTEDB09-01-2020 MARK GRADE STEEL UNIT WEIGHT REMARKSFt In LENGTH DESCRIPTIONQTY TOTAL QTY UNITMINOR MARK BILL OF MATERIAL FOR FABRICATION10-08-20200SQ.CUTSQ.CUT3333333333312-63/4 27-03/4 16-23/4 17-113/4 3333333341/211-81/43341/2 11/2 3 6 3 3 6 3 3 6 3 3 3 9/1611/414-11/214-31-813/161-117/814-11/214-32-87/8(1-HSS6x6x1/2x28-31/2) A500B 28-41/2 (P/P 28-41/2)3/8 3/83/8 3/8 3/8 3/8Wp EL 128-6EL 100-11/2EL 114-3W21x55W24x76B MARK FACE "A" "SOUTH"EL 114-3W33x118C A A B B 1-PL p27_2 1-PL p30_2CNTR 1-PL p30_2CNTR 1-PL p33_2 1-ss4_210 REQ'D 1-PL p48_2CNTR 1-PL p22_2 1-PL p23_2 1-PL cp4_2CNTR Section A-A 02C8 Section B-B 02C8 ONE COLUMN 02C8 11/16 13/16 15/16x11/8 21/2 15/16x11/8 15/16x11/8 2 51/2 51/2 2 11/2 1-3 11/2 1-6 3/43/425/811/225/863/43/4107/8107/8 3-67/83-67/8 7-67/8 7-67/8 11-67/8 11-67/8 19-67/8 15-67/8 3 1/41-9SAFETY CABLE HOLE28-41/21/4 3/8 3/8 TYP 3/16 3/16 SW-TYP ONE COLUMN02C8 1079 1 1 HSS6x6x1/2 28 31/2 993S2E02C8 A500B 1 1 PL3/4x63/4 1 6 26p27_2 A572-50 1 1 PL1/2x6 0 6 5p48_2 A36 1 1 PL1/2x5 2 3 19p33_2 A36 1 1 PL1/2x5 1 6 13p22_2 A36 1 1 PL3/8x5 1 3 8p23_2 A36 2 2 PL3/8x3 0 3 1p30_2 A36 1 1 PL1/4x6 0 6 3cp4_2 A36 10 10 WS3/4 0 8 1ss4_2 A108 A Aug 13 2020 FOR APPROVAL B Sep 1 2020 REVISE AS NOTED 0 Oct 8 2020 FOR FABRICATION 293 JOB:DRAWN BY: CHECKED BY: JOB NUMBER: SHEET NO. CONTRACTOR: BACK CHARGES WILL NOT BE HONORED WITHOUT PRIOR AUTHORIZATION THESE DRAWINGS HAVE BEEN PREPARED IN ACCORDANCE WITH AISC CODE OF STANDARD PRACTICE FARGO NDMANDAN NDRAPID CITY SDBILLINGS MT TrueNorthSteel.com HOLES: BOLTS: MARK SYSTEM: STEEL: ELECTRODES: PAINT: SURFACE PREP: GENERAL NOTES REV DATE DESCRIPTION W SHAPES-A992, HSS-A500 GR.B, OTHERS-A36 15/16" Ø 7/8" Ø GKC NAS E70-60M OR E70-LH PRIMER B50WV8430 WHITE FINISH:----- SSPC-SP2 STANDARD A 08-13-2020 FOR APPROVAL BOZEMAN PUBLICSAFETY CENTER PMN0382LANGLAS & ASSOCIATES COATING:COAT. INSP:WELD. INSP:WELDER:DIM. INSP:LAYOUT:COMP. DATE HEAT#QC REVISE AS NOTEDB09-01-2020 MARK GRADE STEEL UNIT WEIGHT REMARKSFt In LENGTH DESCRIPTIONQTY TOTAL QTY UNITMINOR MARK BILL OF MATERIAL FOR FABRICATION10-08-202001/4333333333313-03/4 27-23/433 SQ.CUT3/161/814-11/214-81-1111/161-511/16(1-HSS5x5x3/8x28-81/2) A500B 28-91/2 (P/P 28-91/2)3/8 3/8 3/8 3/8SQ CUTWp EL 128-11EL 100-11/2EL 114-3W24x62W18x35BMARK FACE "A" "SOUTH"A A A B B 1-PL p38_2 1-ss4_216 REQ'DCNTR 1-PL p48_2CNTR 1-PL p10_2 1-PL p22_2 1-PL cp3_2CNTR Section A-A 02C9 Section B-B 02C9 ONE COLUMN 02C9 11/16 21/2 15/16x11/8 15/16x11/8 43/8 3-03/8 7-03/8 11-03/8 15-03/8 19-03/8 27-03/8 23-03/8 43/8 3-03/8 7-03/8 11-03/8 15-03/8 19-03/8 23-03/8 27-03/8 51/2 21/2 3 3 3 28-91/23/451/2 21/2 3 3/43/421/811/273/83 35/8 11/2 65/8 27/8 3/4 3/4 73/8 11/2 21/8 35/8327/865/811/21111 3/8 3/8 SW-TYP 11/16 ONE COLUMN02C9 708 1 1 HSS5x5x3/8 28 81/2 640S2E02C9 A500B 1 1 PL3/4x11 0 11 26p38_2 A572-50 1 1 PL1/2x6 0 6 5p48_2 A36 1 1 PL1/2x5 1 6 13p22_2 A36 1 1 PL3/8x5 1 0 6p10_2 A36 1 1 PL1/4x5 0 5 2cp3_2 A36 16 16 WS3/4 0 8 1ss4_2 A108 A Aug 13 2020 FOR APPROVAL B Sep 1 2020 REVISE AS NOTED 0 Oct 8 2020 FOR FABRICATION 294 JOB:DRAWN BY: CHECKED BY: JOB NUMBER: SHEET NO. CONTRACTOR: BACK CHARGES WILL NOT BE HONORED WITHOUT PRIOR AUTHORIZATION THESE DRAWINGS HAVE BEEN PREPARED IN ACCORDANCE WITH AISC CODE OF STANDARD PRACTICE FARGO NDMANDAN NDRAPID CITY SDBILLINGS MT TrueNorthSteel.com HOLES: BOLTS: MARK SYSTEM: STEEL: ELECTRODES: PAINT: SURFACE PREP: GENERAL NOTES REV DATE DESCRIPTION W SHAPES-A992, HSS-A500 GR.B, OTHERS-A36 15/16" Ø 7/8" Ø GKC NAS E70-60M OR E70-LH PRIMER B50WV8430 WHITE FINISH:----- SSPC-SP2 STANDARD A 08-13-2020 FOR APPROVAL BOZEMAN PUBLICSAFETY CENTER PMN0382LANGLAS & ASSOCIATES COATING:COAT. INSP:WELD. INSP:WELDER:DIM. INSP:LAYOUT:COMP. DATE HEAT#QC REVISE AS NOTEDB09-01-2020 MARK GRADE STEEL UNIT WEIGHT REMARKSFt In LENGTH DESCRIPTIONQTY TOTAL QTY UNITMINOR MARK BILL OF MATERIAL FOR FABRICATION10-08-20200SQ.CUTSQ.CUT33333329-103/4 42-23/4 3330-103/4 42-611/16 3333333333333215/1615-83/4 30-43/4 42-53/4 3333215/161/1642-83/4 10 5 5 13/413/441/241/241/2 41/2 51/2 3 21/2 51/2 21/2 3 51/2 3 21/2 7 41/2 21/2 51/2 21/2 3 3/16 3/16 1/41/8 1/83/1631-51/212-615/161/1621/21-102-01/831-51/212-615/1621/21-61-03/1616-91/214-812-615/161/161-91-41-43/81/161-9(1-HSS5x5x1/2x43-111/4) A500B 44-07/16 (P/P 44-01/2)TYP 3/8 3/8 3/8 3/8 3/8 3/8 3/8 3/8 1/4 1/4EL 141-81/2EL 128-11EL 97-51/222K6W24x84EL 141-87/16EL 128-1118K5W12x26B MARK FACE "A" "SOUTH"EL 141-6EL 128-11EL 114-3W21x62W16x40W16x57EL 141-6W21x62C A A B B C C 1-PL p128_2 1-PL p26_2 1-PL p10_2 1-PL p10_2 1-PL p31_2 1-ss4_210 REQ'DCNTR 1-PL p23_2 1-PL p22_2 1-PL p13_2CNTR 1-PL p13_2CNTR 1-PL p25_2 Section A-A 02C10 Section B-B 02C10 Section C-C 02C10 ONE COLUMN 02C10 9/16 11/16 15/16x11/8 15/16x11/8 15/16x11/8 15/16x11/8 13/16 13/16 15/16x11/8 44-01/211/2911/21-011/2 9 11/2 1-0 67/8 3/43-107/8 7-107/8 11-107/8 15-107/8 3 21/2 51/2 67/8 3-107/8 7-107/8 11-107/8 15-107/8 3 21/2 51/2 21/2 41/2 71/231/21/4 SW-TYP TYP 5/16 5/16 1/4 15/16x11/8 ONE COLUMN02C10 1351 1 1 HSS5x5x1/2 43 111/4 1243S2E02C10 A500B 1 1 PL3/4x12 1 0 31p26_2 A572-50 2 2 PL1/2x6 0 6 5p13_2 A36 1 1 PL1/2x51/2 1 1 10p128_2 A36 1 1 PL1/2x5 1 6 13p22_2 A36 1 1 PL3/8x5 1 6 10p31_2 A36 1 1 PL3/8x5 1 3 8p23_2 A36 2 2 PL3/8x5 1 0 6p10_2 A36 1 1 PL3/8x5 0 6 3p25_2 A36 10 10 WS3/4 0 8 1ss4_2 A108 A Aug 13 2020 FOR APPROVAL B Sep 1 2020 REVISE AS NOTED 0 Oct 8 2020 FOR FABRICATION 295 JOB:DRAWN BY: CHECKED BY: JOB NUMBER: SHEET NO. CONTRACTOR: BACK CHARGES WILL NOT BE HONORED WITHOUT PRIOR AUTHORIZATION THESE DRAWINGS HAVE BEEN PREPARED IN ACCORDANCE WITH AISC CODE OF STANDARD PRACTICE FARGO NDMANDAN NDRAPID CITY SDBILLINGS MT TrueNorthSteel.com HOLES: BOLTS: MARK SYSTEM: STEEL: ELECTRODES: PAINT: SURFACE PREP: GENERAL NOTES REV DATE DESCRIPTION W SHAPES-A992, HSS-A500 GR.B, OTHERS-A36 15/16" Ø 7/8" Ø GKC NAS E70-60M OR E70-LH PRIMER B50WV8430 WHITE FINISH:----- SSPC-SP2 STANDARD A 08-13-2020 FOR APPROVAL BOZEMAN PUBLICSAFETY CENTER PMN0382LANGLAS & ASSOCIATES B 08-14-2020 FOR RE-APPROVAL COATING:COAT. INSP:WELD. INSP:WELDER:DIM. INSP:LAYOUT:COMP. DATE HEAT#QC REVISE AS NOTEDC09-01-2020 MARK GRADE STEEL UNIT WEIGHT REMARKSFt In LENGTH DESCRIPTIONQTY TOTAL QTY UNITMINOR MARK BILL OF MATERIAL FOR FABRICATION10-08-20200SQ.CUT1/4333313-83/4 3333313-53/433 41/241/251/2 21/2 3 51/2 3 21/2 3/16 3/161-43/81-813/16(1-HSS5x5x1/2x14-81/2) A500B 14-91/2 (P/P 14-91/2)3/8 3/8 3/8 3/8SQ CUTWp EL 114-3EL 99-51/2B MARK FACE "A" "SOUTH"W16x57W21x55C A A 1-PL p26_2 1-PL p10_2 1-PL p23_2 1-ss4_210 REQ'DCNTR 1-PL p48_2CNTR 1-PL cp3_2CNTR Section A-A 02C11 ONE COLUMN 02C11 11/16 15/16x11/8 21/2 11/2911/21-041/2 41/2 11/2 9 11/2 1-03/463/8 63/8 1-103/81-103/8 5-103/8 5-103/8 9-103/8 9-103/8 13-103/8 13-103/8 3 3 14-91/21/4 SW-TYP 3/8 3/8 ONE COLUMN02C11 478 1 1 HSS5x5x1/2 14 81/2 416S2E02C11 A500B 1 1 PL3/4x12 1 0 31p26_2 A572-50 1 1 PL1/2x6 0 6 5p48_2 A36 1 1 PL3/8x5 1 3 8p23_2 A36 1 1 PL3/8x5 1 0 6p10_2 A36 1 1 PL1/4x5 0 5 2cp3_2 A36 10 10 WS3/4 0 8 1ss4_2 A108 A Aug 13 2020 FOR APPROVAL B Aug 14 2020 FOR RE APPROVAL C Sep 1 2020 REVISE AS NOTED 0 Oct 8 2020 FOR FABRICATION 296 JOB:DRAWN BY: CHECKED BY: JOB NUMBER: SHEET NO. CONTRACTOR: BACK CHARGES WILL NOT BE HONORED WITHOUT PRIOR AUTHORIZATION THESE DRAWINGS HAVE BEEN PREPARED IN ACCORDANCE WITH AISC CODE OF STANDARD PRACTICE FARGO NDMANDAN NDRAPID CITY SDBILLINGS MT TrueNorthSteel.com HOLES: BOLTS: MARK SYSTEM: STEEL: ELECTRODES: PAINT: SURFACE PREP: GENERAL NOTES REV DATE DESCRIPTION W SHAPES-A992, HSS-A500 GR.B, OTHERS-A36 15/16" Ø 7/8" Ø GKC NAS E70-60M OR E70-LH PRIMER B50WV8430 WHITE FINISH:----- SSPC-SP2 STANDARD A 08-13-2020 FOR APPROVAL BOZEMAN PUBLICSAFETY CENTER PMN0382LANGLAS & ASSOCIATES COATING:COAT. INSP:WELD. INSP:WELDER:DIM. INSP:LAYOUT:COMP. DATE HEAT#QC REVISE AS NOTEDB09-01-2020 MARK GRADE STEEL UNIT WEIGHT REMARKSFt In LENGTH DESCRIPTIONQTY TOTAL QTY UNITMINOR MARK BILL OF MATERIAL FOR FABRICATION10-08-202001/2333333333315-83/4 29-103/4 43-11/8 43-51/16 3333343-71/8 3333343-71/8 10 5 5 13/413/441/241/241/2 41/2 51/2 3 21/2 51/2 21/2 3 7 21/2 41/2 3/16 3/16 3/161/8SQ.CUT16-91/214-813-53/821/21-101-1111/161-511/1627/161-61-91-813/16(1-HSS5x5x1/2x44-95/8) A500B 44-107/8 (P/P 44-107/8)3/8 3/8 TYP 3/8 3/8 3/8 3/8EL 142-67/8EL 128-11EL 114-3EL 97-51/222K6W24x62W18x35EL 142-613/1618K5BMARK FACE "A" "SOUTH"W21x62W21x50C A A B B C C 1-PL p128_2 1-PL p26_2 1-ss4_218 REQ'DCNTR 1-PL p23_2 1-PL p23_2 1-PL p10_2 1-PL p22_2 1-PL p13_2CNTR 1-PL p13_2CNTR Section A-A 02C12 Section B-B 02C12 Section C-C 02C12 ONE COLUMN 02C12 9/16 11/16 15/16x11/8 15/16x11/8 15/16x11/8 13/16 44-107/83/411/2 9 11/2 1-0 11/2911/21-043/843/8 31-83/8 31-83/8 27-83/8 27-83/8 23-83/8 23-83/8 19-83/8 19-83/8 15-83/8 15-83/8 11-83/8 11-83/8 7-83/8 7-83/8 3-83/8 3-83/8 3 21/2 51/2 3 21/2 51/2 7 41/2 21/2SQ.CUT31/21/4 1/4 SW-TYP TYP 5/16 5/16 ONE COLUMN02C12 1373 1 1 HSS5x5x1/2 44 95/8 1268S2E02C12 A500B 1 1 PL3/4x12 1 0 31p26_2 A572-50 2 2 PL1/2x6 0 6 5p13_2 A36 1 1 PL1/2x51/2 1 1 10p128_2 A36 1 1 PL1/2x5 1 6 13p22_2 A36 2 2 PL3/8x5 1 3 8p23_2 A36 1 1 PL3/8x5 1 0 6p10_2 A36 18 18 WS3/4 0 8 1ss4_2 A108 A Aug 13 2020 FOR APPROVAL B Sep 1 2020 REVISE AS NOTED 0 Oct 8 2020 FOR FABRICATION 297 JOB:DRAWN BY: CHECKED BY: JOB NUMBER: SHEET NO. CONTRACTOR: BACK CHARGES WILL NOT BE HONORED WITHOUT PRIOR AUTHORIZATION THESE DRAWINGS HAVE BEEN PREPARED IN ACCORDANCE WITH AISC CODE OF STANDARD PRACTICE FARGO NDMANDAN NDRAPID CITY SDBILLINGS MT TrueNorthSteel.com HOLES: BOLTS: MARK SYSTEM: STEEL: ELECTRODES: PAINT: SURFACE PREP: GENERAL NOTES REV DATE DESCRIPTION W SHAPES-A992, HSS-A500 GR.B, OTHERS-A36 15/16" Ø 7/8" Ø GKC NAS E70-60M OR E70-LH PRIMER B50WV8430 WHITE FINISH:----- SSPC-SP2 STANDARD A 08-13-2020 FOR APPROVAL BOZEMAN PUBLICSAFETY CENTER PMN0382LANGLAS & ASSOCIATES COATING:COAT. INSP:WELD. INSP:WELDER:DIM. INSP:LAYOUT:COMP. DATE HEAT#QC REVISE AS NOTEDB09-01-2020 MARK GRADE STEEL UNIT WEIGHT REMARKSFt In LENGTH DESCRIPTIONQTY TOTAL QTY UNITMINOR MARK BILL OF MATERIAL FOR FABRICATION10-08-20200SQ.CUT1/433333313-113/4 16-103/4 18-73/4 28-73/4 31-63/4 33-33/4 3333333333313-23/4 28-13/4 333342-63/4 3333313-53/433 41/241/251/2 51/2 3 21/2 4 11/2 21/2 4 11/2 21/2 51/251/2 51/2 3 21/2 3/16 1/83/163/163/16 1/814-91/214-814-21-111/161-111/1614-91/214-814-21-91-1111/161-414-91/228-101-91/8(1-HSS5x5x1/2x43-61/2) A500B 43-71/2 (P/P 43-71/2)3/8 3/8 TYP3/8 3/8 TYP 3/8 3/8 3/8 3/8SQ CUTWp EL 143-1EL 128-11EL 114-3EL 99-51/2W14x43W14x43EL 128-11EL 114-3W21x62W24x62B MARK FACE "A" "SOUTH"W16x40EL 114-3W21x57C A A B B C C D D 1-PL p36_22 REQ"D 1-PL p26_2 1-ss4_218 REQ'DCNTR 1-PL p10_2 1-PL p23_2 1-PL p24_2 1-PL p24_2 1-PL p48_2CNTR 1-PL p30_2CNTR 1-PL p30_2CNTR 1-PL p30_2CNTR 1-PL p30_2CNTR 1-PL p22_2 1-PL p23_2 1-PL p36_2 1-PL cp3_2CNTR Section A-A 02C13 Section B-B 02C13 Section C-C 02C13 Section D-D 02C13 ONE COLUMN 02C13 AT GRID: 1.15 11/16 15/16x11/8 15/16x11/8 15/16x11/8 13/16 15/16x11/8 21/2 41/2 41/2 11/2 9 11/2 1-0 11/2911/21-03/43 21/221/2 3 13-65/161-9SAFETY CABLE HOLE28-25/16 51/2 21/2 31-9SAFETY CABLE HOLE3 3 67/8 67/8 3-107/8 3-107/8 7-107/8 7-107/8 11-107/8 11-107/8 15-107/8 15-107/8 19-107/8 19-107/8 23-107/8 23-107/8 27-107/8 27-107/8 31-107/8 31-107/8 21/2 3 55101-2 21/2 1-41/2 3/16 3/16TYP 3/16 3/16 3/8 3/8 TYP 3/8 3/8 SW-TYP 1/4 13/16 ONE COLUMN02C13 1396 1 1 HSS5x5x1/2 43 61/2 1232S2E02C13 A500B 1 1 PL3/4x12 1 0 31p26_2 A572-50 2 2 PL3/4x10 1 2 30p36_2 A36 1 1 PL1/2x6 0 6 5p48_2 A36 1 1 PL1/2x5 1 6 13p22_2 A36 2 2 PL3/8x5 1 3 8p23_2 A36 1 1 PL3/8x5 1 0 6p10_2 A36 2 2 PL3/8x5 0 9 5p24_2 A36 4 4 PL3/8x3 0 3 1p30_2 A36 1 1 PL1/4x5 0 5 2cp3_2 A36 18 18 WS3/4 0 8 1ss4_2 A108 A Aug 13 2020 FOR APPROVAL B Sep 1 2020 REVISE AS NOTED 0 Oct 8 2020 FOR FABRICATION 298 JOB:DRAWN BY: CHECKED BY: JOB NUMBER: SHEET NO. CONTRACTOR: BACK CHARGES WILL NOT BE HONORED WITHOUT PRIOR AUTHORIZATION THESE DRAWINGS HAVE BEEN PREPARED IN ACCORDANCE WITH AISC CODE OF STANDARD PRACTICE FARGO NDMANDAN NDRAPID CITY SDBILLINGS MT TrueNorthSteel.com HOLES: BOLTS: MARK SYSTEM: STEEL: ELECTRODES: PAINT: SURFACE PREP: GENERAL NOTES REV DATE DESCRIPTION W SHAPES-A992, HSS-A500 GR.B, OTHERS-A36 15/16" Ø 7/8" Ø GKC NAS E70-60M OR E70-LH PRIMER B50WV8430 WHITE FINISH:----- SSPC-SP2 STANDARD A 08-13-2020 FOR APPROVAL BOZEMAN PUBLICSAFETY CENTER PMN0382LANGLAS & ASSOCIATES COATING:COAT. INSP:WELD. INSP:WELDER:DIM. INSP:LAYOUT:COMP. DATE HEAT#QC REVISE AS NOTEDB09-01-2020 MARK GRADE STEEL UNIT WEIGHT REMARKSFt In LENGTH DESCRIPTIONQTY TOTAL QTY UNITMINOR MARK BILL OF MATERIAL FOR FABRICATION10-08-202001/43333333333315-23/4 30-13/4 333331/444-39/16 33330-73/433 41/241/241/2 41/2 51/2 51/2 3 21/2 51/2 51/2 3 21/2 11/16 3/163/16SQ.CUT16-91/214-814-21/161-91-1111/161-83/431-51/214-21/161-17/8(1-HSS5x5x1/2x45-69/16) A500B 45-79/16 (P/P 45-79/16)TYP 3/8 3/8 3/8 3/8SQ CUTWp EL 143-11/16EL 128-11EL 114-3EL 97-51/2W21x62W24x62BMARK FACE "A" "SOUTH"W21x50EL 128-11W14x26C A A B B C C 1-PL p26_2 1-ss4_216 REQ'DCNTR 1-PL p23_2 1-PL p24_2 1-PL p22_2 1-PL p23_2 1-PL p48_2CNTR 1-PL cp3_2CNTR Section A-A 02C14 Section B-B 02C14 Section C-C 02C14 ONE COLUMN 02C14 AT GRID: 1.15 11/16 15/16x11/8 15/16x11/8 15/16x11/8 21/2 11/2 9 11/2 1-0 11/2911/21-03/443/8 43/8 4-43/8 4-43/8 28-43/828-43/8 24-43/8 24-43/8 20-43/8 20-43/8 16-43/8 16-43/8 12-43/8 12-43/8 8-43/8 8-43/8 3 21/2 21/2 3 3 3 1/4 3/8 3/8 3/8 3/8 SW-TYP 15/16x11/8 ONE COLUMN02C14 1377 1 1 HSS5x5x1/2 45 69/16 1289S2E02C14 A500B 1 1 PL3/4x12 1 0 31p26_2 A572-50 1 1 PL1/2x6 0 6 5p48_2 A36 1 1 PL1/2x5 1 6 13p22_2 A36 2 2 PL3/8x5 1 3 8p23_2 A36 1 1 PL3/8x5 0 9 5p24_2 A36 1 1 PL1/4x5 0 5 2cp3_2 A36 16 16 WS3/4 0 8 1ss4_2 A108 A Aug 13 2020 FOR APPROVAL B Sep 1 2020 REVISE AS NOTED 0 Oct 8 2020 FOR FABRICATION 299 JOB:DRAWN BY: CHECKED BY: JOB NUMBER: SHEET NO. CONTRACTOR: BACK CHARGES WILL NOT BE HONORED WITHOUT PRIOR AUTHORIZATION THESE DRAWINGS HAVE BEEN PREPARED IN ACCORDANCE WITH AISC CODE OF STANDARD PRACTICE FARGO NDMANDAN NDRAPID CITY SDBILLINGS MT TrueNorthSteel.com HOLES: BOLTS: MARK SYSTEM: STEEL: ELECTRODES: PAINT: SURFACE PREP: GENERAL NOTES REV DATE DESCRIPTION W SHAPES-A992, HSS-A500 GR.B, OTHERS-A36 15/16" Ø 7/8" Ø GKC NAS E70-60M OR E70-LH PRIMER B50WV8430 WHITE FINISH:----- SSPC-SP2 STANDARD A 08-13-2020 FOR APPROVAL BOZEMAN PUBLICSAFETY CENTER PMN0382LANGLAS & ASSOCIATES COATING:COAT. INSP:WELD. INSP:WELDER:DIM. INSP:LAYOUT:COMP. DATE HEAT#QC REVISE AS NOTEDB09-01-2020 MARK GRADE STEEL UNIT WEIGHT REMARKSFt In LENGTH DESCRIPTIONQTY TOTAL QTY UNITMINOR MARK BILL OF MATERIAL FOR FABRICATION10-08-20200SQ.CUT1/433333333333321/229-103/4 41-51/4 333333333315-83/4 41-73/433 41/241/241/2 41/2 51/2 21/2 3 3/16 1/41/43/1631-51/211-61/221/21-1111/162-01/816-91/226-51-91-43/8(1-HSS5x5x1/2x43-11/2) A500B 43-21/2 (P/P 43-21/2)3/8 3/8 3/8 3/8 TYP3/8 3/8SQ CUTWp EL 140-8EL 140-51/2EL 128-11EL 97-51/2W24x62W24x84B MARK FACE "A" "SOUTH"EL 114-3W21x62W16x57C A A B B C C 1-PL p26_2 1-ss4_216 REQ'DCNTR 1-PL p10_2 1-PL p31_2 1-PL p22_2 1-PL p22_2 1-PL p48_2CNTR 1-PL cp3_2CNTR Section A-A 02C15 Section B-B 02C15 Section C-C 02C15 ONE COLUMN 02C15 AT GRID: 1.6 11/16 15/16x11/8 15/16x11/8 15/16x11/8 21/2 11/2 9 11/2 1-0 11/2911/21-03/443-21/221/2 3 51/2 67/8 4-67/8 8-67/8 12-67/8 16-67/8 20-67/8 28-67/8 24-67/8 67/8 4-67/8 8-67/8 12-67/8 16-67/8 20-67/8 24-67/8 28-67/8 3 21/2 51/2 3 3 3 21/2 51/2 1/4 3/8 3/8 SW-TYP 15/16x11/8 ONE COLUMN02C15 1316 1 1 HSS5x5x1/2 43 11/2 1220S2E02C15 A500B 1 1 PL3/4x12 1 0 31p26_2 A572-50 1 1 PL1/2x6 0 6 5p48_2 A36 2 2 PL1/2x5 1 6 13p22_2 A36 1 1 PL3/8x5 1 6 10p31_2 A36 1 1 PL3/8x5 1 0 6p10_2 A36 1 1 PL1/4x5 0 5 2cp3_2 A36 16 16 WS3/4 0 8 1ss4_2 A108 A Aug 13 2020 FOR APPROVAL B Sep 1 2020 REVISE AS NOTED 0 Oct 8 2020 FOR FABRICATION 300 JOB:DRAWN BY: CHECKED BY: JOB NUMBER: SHEET NO. CONTRACTOR: BACK CHARGES WILL NOT BE HONORED WITHOUT PRIOR AUTHORIZATION THESE DRAWINGS HAVE BEEN PREPARED IN ACCORDANCE WITH AISC CODE OF STANDARD PRACTICE FARGO NDMANDAN NDRAPID CITY SDBILLINGS MT TrueNorthSteel.com HOLES: BOLTS: MARK SYSTEM: STEEL: ELECTRODES: PAINT: SURFACE PREP: GENERAL NOTES REV DATE DESCRIPTION W SHAPES-A992, HSS-A500 GR.B, OTHERS-A36 15/16" Ø 7/8" Ø GKC NAS E70-60M OR E70-LH PRIMER B50WV8430 WHITE FINISH:----- SSPC-SP2 STANDARD A 08-13-2020 FOR APPROVAL BOZEMAN PUBLICSAFETY CENTER PMN0382LANGLAS & ASSOCIATES COATING:COAT. INSP:WELD. INSP:WELDER:DIM. INSP:LAYOUT:COMP. DATE HEAT#QC REVISE AS NOTEDB09-01-2020 MARK GRADE STEEL UNIT WEIGHT REMARKSFt In LENGTH DESCRIPTIONQTY TOTAL QTY UNITMINOR MARK BILL OF MATERIAL FOR FABRICATION10-08-20200SQ.CUT1/4333330-43/4 333315-83/4 3333333315-83/4 30-43/433 41/241/241/2 41/2 51/2 3 21/2 51/2 21/2 3 1/8 3/163/16 3/162-01/81-43/816-91/214-81-43/816-91/214-81-41-43/8(1-HSS5x5x1/2x31-41/2) A500B 31-51/2 (P/P 31-51/2)TYP3/8 3/8SQ CUTEL 128-11EL 97-51/2W24x84W16x57BMARK FACE "A" "SOUTH"EL 114-3W16x57EL 114-3W16x40W16x57C A A B B 1-PL p26_2 1-PL p10_2 1-PL p10_2 1-PL p10_2 1-ss4_28 REQ'D 1-PL p48_2CNTR 1-PL p10_2 1-PL cp3_2CNTR Section A-A 02C16 Section B-B 02C16 ONE COLUMN 02C16 11/16 15/16x11/8 21/2 31-51/211/2 9 11/2 1-0 11/2911/21-03/467/8 8-67/8 4-67/8 12-67/8 16-67/8 28-67/8 24-67/8 20-67/8 21/2 3 51/2 3 3 51/2 21/2 3 1/451/2 3 21/233333329-103/4 1/4 3/8 3/8 SW-TYP 3/8 3/8 1-PL p22_2 15/16x11/8 15/16x11/8 ONE COLUMN02C16 972 1 1 HSS5x5x1/2 31 41/2 888S1E02C16 A500B 1 1 PL3/4x12 1 0 31p26_2 A572-50 1 1 PL1/2x6 0 6 5p48_2 A36 1 1 PL1/2x5 1 6 13p22_2 A36 4 4 PL3/8x5 1 0 6p10_2 A36 1 1 PL1/4x5 0 5 2cp3_2 A36 8 8 WS3/4 0 8 1ss4_2 A108 A Aug 13 2020 FOR APPROVAL B Sep 1 2020 REVISE AS NOTED 0 Oct 8 2020 FOR FABRICATION 301 JOB:DRAWN BY: CHECKED BY: JOB NUMBER: SHEET NO. CONTRACTOR: BACK CHARGES WILL NOT BE HONORED WITHOUT PRIOR AUTHORIZATION THESE DRAWINGS HAVE BEEN PREPARED IN ACCORDANCE WITH AISC CODE OF STANDARD PRACTICE FARGO NDMANDAN NDRAPID CITY SDBILLINGS MT TrueNorthSteel.com HOLES: BOLTS: MARK SYSTEM: STEEL: ELECTRODES: PAINT: SURFACE PREP: GENERAL NOTES REV DATE DESCRIPTION W SHAPES-A992, HSS-A500 GR.B, OTHERS-A36 15/16" Ø 7/8" Ø GKC NAS E70-60M OR E70-LH PRIMER B50WV8430 WHITE FINISH:----- SSPC-SP2 STANDARD A 08-13-2020 FOR APPROVAL BOZEMAN PUBLICSAFETY CENTER PMN0382LANGLAS & ASSOCIATES COATING:COAT. INSP:WELD. INSP:WELDER:DIM. INSP:LAYOUT:COMP. DATE HEAT#QC REVISE AS NOTEDB09-01-2020 MARK GRADE STEEL UNIT WEIGHT REMARKSFt In LENGTH DESCRIPTIONQTY TOTAL QTY UNITMINOR MARK BILL OF MATERIAL FOR FABRICATION10-08-202003/41/43333333311/413-33/4 16-23/4 17-113/4 27-113/4 30-103/4 32-73/4 41-81/8 33333333311/427-53/4 41-21/8 3351/2 51/2 21/2 3 4 11/2 21/2 4 11/2 21/2 51/2 51/2 3 21/2 1-43/8 5-43/8 9-43/8 17-43/8 21-43/8 25-43/8 29-43/8 33-43/8 37-43/8 3/161/81/83/16 1/814-11/214-813-53/811/41-01/41-111/161-111/1628-91/213-53/811/41-61-813/16(1-HSS5x5x3/8x42-31/8) A500B 42-41/8 (P/P 42-41/8)3/8 3/8 3/8 3/8 1/4 1/4 TYP 1/4 1/4SQ CUTWp EL 142-55/8EL 142-43/8EL 128-11EL 114-3EL 100-11/2W12x26W14x43W14x43BMARK FACE "A" "SOUTH"EL 142-43/8EL 128-11W18x50W21x55A A A B B C C D D 1-PL p36_23 REQ'DCNTR 1-PL p38_2 1-ss4_219 REQ'DCNTR 1-PL p23_2 1-PL p10_2 1-PL p24_2 1-PL p24_2 1-PL p25_2 1-PL p48_2CNTR 1-PL p30_2CNTR 1-PL p30_2CNTR 1-PL p37_2CNTR 1-PL cp3_2CNTR Section A-A 02C17 Section B-B 02C17 Section C-C 02C17 Section D-D02C17 ONE COLUMN 02C17 11/16 15/16x11/8 15/16x11/8 15/16x11/8 13/16 21/2 13-43/8 3 21/2 12-105/161-9SAFETY CABLE HOLE27-65/16 51/2 3 21/21-9SAFETY CABLE HOLE41-11/8 41-43/8 1-43/8 1-43/8 5-43/8 5-43/8 9-43/8 9-43/8 13-43/8 13-43/8 21/2 3 3 1-2 21/242-41/835/8 327/8 11/227/835/8311/221/83/43/473/821/8 3/4 3/4 73/8 1111 3 TYP 3/16 3/16 3/8 3/8 TYP 3/8 3/8 SW-TYP 1/4 1/4 1/4 SQ CUT1-PL p30_2CNTR 1-PL p30_2CNTR 15/16x11/8 15/16x11/8 13/16 11/16 ONE COLUMN02C17 1110 1 1 HSS5x5x3/8 42 31/8 942S2E02C17 A500B 1 1 PL3/4x11 0 11 26p38_2 A572-50 2 2 PL3/4x10 1 2 30p36_2 A36 1 1 PL3/4x81/2 1 2 25p37_2 A36 1 1 PL1/2x6 0 6 5p48_2 A36 1 1 PL3/8x5 1 3 8p23_2 A36 1 1 PL3/8x5 1 0 6p10_2 A36 2 2 PL3/8x5 0 9 5p24_2 A36 1 1 PL3/8x5 0 6 3p25_2 A36 4 4 PL3/8x3 0 3 1p30_2 A36 1 1 PL1/4x5 0 5 2cp3_2 A36 19 19 WS3/4 0 8 1ss4_2 A108 A Aug 13 2020 FOR APPROVAL B Sep 1 2020 REVISE AS NOTED 0 Oct 8 2020 FOR FABRICATION 302 JOB:DRAWN BY: CHECKED BY: JOB NUMBER: SHEET NO. CONTRACTOR: BACK CHARGES WILL NOT BE HONORED WITHOUT PRIOR AUTHORIZATION THESE DRAWINGS HAVE BEEN PREPARED IN ACCORDANCE WITH AISC CODE OF STANDARD PRACTICE FARGO NDMANDAN NDRAPID CITY SDBILLINGS MT TrueNorthSteel.com HOLES: BOLTS: MARK SYSTEM: STEEL: ELECTRODES: PAINT: SURFACE PREP: GENERAL NOTES REV DATE DESCRIPTION W SHAPES-A992, HSS-A500 GR.B, OTHERS-A36 15/16" Ø 7/8" Ø GKC NAS E70-60M OR E70-LH PRIMER B50WV8430 WHITE FINISH:----- SSPC-SP2 STANDARD A 08-13-2020 FOR APPROVAL BOZEMAN PUBLICSAFETY CENTER PMN0382LANGLAS & ASSOCIATES 08-14-2020B FOR RE-APPROVAL COATING:COAT. INSP:WELD. INSP:WELDER:DIM. INSP:LAYOUT:COMP. DATE HEAT#QC REVISE AS NOTEDC09-01-2020 MARK GRADE STEEL UNIT WEIGHT REMARKSFt In LENGTH DESCRIPTIONQTY TOTAL QTY UNITMINOR MARK BILL OF MATERIAL FOR FABRICATION10-08-20200 REVISED AS NOTED11-13-202013/41/43333313-53/4 333313-83/433 41/241/2 41/241/251/2 3 21/2 51/2 21/2 3 3/16 3/161-813/161-43/8(1-HSS5x5x1/2x14-81/2) A500B 14-91/2 (P/P 14-91/2)3/8 3/8 SQ CUTWp EL 114-3EL 99-51/2B MARK FACE "A" "SOUTH"W21x55W16x57C A A 1-PL p26_2 1-PL p23_2 1-PL p10_2 1-ss4_210 REQ'DCNTR 1-PL p48_2CNTR 1-PL cp3_2CNTR Section A-A 02C18 ONE COLUMN 02C18 AT GRID: 1.6 11/16 15/16x11/8 21/2 11/2 9 11/2 1-0 11/2911/21-014-91/263/863/81-103/8 1-103/8 5-103/8 5-103/8 9-103/8 9-103/8 13-103/8 3 3 21/2 21/2 3/8 3/8 1/4 SW-TYP SQ CUT1 ONE COLUMN02C18 477 1 1 HSS5x5x1/2 14 81/2 416S1E02C18 A500B 1 1 PL3/4x12 1 0 31p26_2 A572-50 1 1 PL1/2x6 0 6 5p48_2 A36 1 1 PL3/8x5 1 3 8p23_2 A36 1 1 PL3/8x5 1 0 6p10_2 A36 1 1 PL1/4x5 0 5 2cp3_2 A36 9 9 WS3/4 0 8 1ss4_2 A108 A Aug 13 2020 FOR APPROVAL B Aug 14 2020 FOR RE APPROVAL C Sep 1 2020 REVISE AS NOTED 0 Oct 8 2020 FOR FABRICATION 1 Nov 13 2020 REVISED AS NOTED 303 JOB:DRAWN BY: CHECKED BY: JOB NUMBER: SHEET NO. CONTRACTOR: BACK CHARGES WILL NOT BE HONORED WITHOUT PRIOR AUTHORIZATION THESE DRAWINGS HAVE BEEN PREPARED IN ACCORDANCE WITH AISC CODE OF STANDARD PRACTICE FARGO NDMANDAN NDRAPID CITY SDBILLINGS MT TrueNorthSteel.com HOLES: BOLTS: MARK SYSTEM: STEEL: ELECTRODES: PAINT: SURFACE PREP: GENERAL NOTES REV DATE DESCRIPTION W SHAPES-A992, HSS-A500 GR.B, OTHERS-A36 15/16" Ø 7/8" Ø GKC NAS E70-60M OR E70-LH PRIMER B50WV8430 WHITE FINISH:----- SSPC-SP2 STANDARD A 08-13-2020 FOR APPROVAL BOZEMAN PUBLICSAFETY CENTER PMN0382LANGLAS & ASSOCIATES COATING:COAT. INSP:WELD. INSP:WELDER:DIM. INSP:LAYOUT:COMP. DATE HEAT#QC REVISE AS NOTEDB09-01-2020 MARK GRADE STEEL UNIT WEIGHT REMARKSFt In LENGTH DESCRIPTIONQTY TOTAL QTY UNITMINOR MARK BILL OF MATERIAL FOR FABRICATION10-08-202003/41/43333333315/1613-33/4 16-23/4 17-113/4 27-113/4 30-103/4 32-73/4 42-015/16 333311/441-7 33351/2 3 21/2 4 11/2 21/2 4 11/2 21/2 51/2 51/2 3 21/2 1-41/2 15-27/8 19-27/8 23-27/8 27-27/8 31-27/8 1/8 1/81/81/814-11/214-813-103/1615/161-03/161-111/161-111/1642-73/411/41-4(1-HSS5x5x3/8x42-8) A500B 42-9 (P/P 42-9)3/8 3/8 1/4 1/4 TYP 3/8 3/8SQ CUTWp EL 142-101/2EL 142-93/16EL 128-11EL 114-3EL 100-11/2W12x26W14x43W14x43B MARK FACE "A" "SOUTH"EL 142-91/4W16x40A A A B B C C D D 1-PL p36_2CNTR 1-PL p38_2 1-ss4_227 REQ'DCNTR 1-PL p10_2 1-PL p24_2 1-PL p24_2 1-PL p25_2 1-PL p48_2CNTR 1-PL p37_2CNTR 1-PL cp3_2CNTR Section A-A 02C19 Section B-B 02C19 Section C-C 02C19 Section D-D02C19 ONE COLUMN 02C19 11/16 15/16x11/8 15/16x11/8 15/16x11/8 21/2 35/827/811/21127/8 35/8 3 11/2 21/8 3/4 3/4 73/8 73/83/43/421/811 67/811-27/8 7-27/8 3-27/8 12-105/16 3 21/2 67/867/83-27/8 3-27/8 7-27/8 7-27/8 11-27/8 11-27/8 15-27/8 15-27/8 19-27/8 19-27/8 23-27/8 23-27/8 27-27/8 27-27/8 31-27/8 31-27/8 1-9SAFETY CABLE HOLE1-9SAFETY CABLE HOLE51/2 3 21/2 41-6 3 3 42-91-2 21/2 1/4 3/8 3/8 TYP 3/16 3/16 TYP 1/4 1/4 SW-TYP SQ CUT1-PL p30_2CNTR 1-PL p30_2CNTR 1-PL p30_2CNTR 1-PL p30_2CNTR 11/16 15/16x11/8 13/16 13/16 ONE COLUMN02C19 1090 1 1 HSS5x5x3/8 42 8 951S2E02C19 A500B 1 1 PL3/4x11 0 11 26p38_2 A572-50 1 1 PL3/4x10 1 2 30p36_2 A36 1 1 PL3/4x81/2 1 2 25p37_2 A36 1 1 PL1/2x6 0 6 5p48_2 A36 1 1 PL3/8x5 1 0 6p10_2 A36 2 2 PL3/8x5 0 9 5p24_2 A36 1 1 PL3/8x5 0 6 3p25_2 A36 4 4 PL3/8x3 0 3 1p30_2 A36 1 1 PL1/4x5 0 5 2cp3_2 A36 27 27 WS3/4 0 8 1ss4_2 A108 A Aug 13 2020 FOR APPROVAL B Sep 1 2020 REVISE AS NOTED 0 Oct 8 2020 FOR FABRICATION 304 JOB:DRAWN BY: CHECKED BY: JOB NUMBER: SHEET NO. CONTRACTOR: BACK CHARGES WILL NOT BE HONORED WITHOUT PRIOR AUTHORIZATION THESE DRAWINGS HAVE BEEN PREPARED IN ACCORDANCE WITH AISC CODE OF STANDARD PRACTICE FARGO NDMANDAN NDRAPID CITY SDBILLINGS MT TrueNorthSteel.com HOLES: BOLTS: MARK SYSTEM: STEEL: ELECTRODES: PAINT: SURFACE PREP: GENERAL NOTES REV DATE DESCRIPTION W SHAPES-A992, HSS-A500 GR.B, OTHERS-A36 15/16" Ø 7/8" Ø GKC NAS E70-60M OR E70-LH PRIMER B50WV8430 WHITE FINISH:----- SSPC-SP2 STANDARD A 08-13-2020 FOR APPROVAL BOZEMAN PUBLICSAFETY CENTER PMN0382LANGLAS & ASSOCIATES COATING:COAT. INSP:WELD. INSP:WELDER:DIM. INSP:LAYOUT:COMP. DATE HEAT#QC REVISE AS NOTEDB09-01-2020 MARK GRADE STEEL UNIT WEIGHT REMARKSFt In LENGTH DESCRIPTIONQTY TOTAL QTY UNITMINOR MARK BILL OF MATERIAL FOR FABRICATION10-08-202001/43333333341/214-41/433 6 3 3 3 3/43-83/8 7-83/8 11-83/8 15-83/8 1/42-87/8(1-HSS6x6x1/2x16-81/2) A500B 16-91/2 (P/P 16-91/2)3/8 3/8 Wp EL 114-3EL 97-51/2BMARK FACE "A" "SOUTH"W33x118C A A 1-PL p29_2 1-PL p33_2 1-ss4_212 REQ'DCNTR 1-PL p48_2CNTR 1-PL cp4_2CNTR Section A-A 02C20 ONE COLUMN 02C20 AT GRID: 1.6 11/16 15/16x11/821/2 5 5 11/2 10 11/2 1-1 11/21011/21-15543/843/83-83/8 7-83/8 11-83/8 15-83/8 3 16-91/21/4 3/8 3/8 SW-TYP SQ CUTSQ CUTONE COLUMN02C20 662 1 1 HSS6x6x1/2 16 81/2 587S2E02C20 A500B 1 1 PL3/4x13 1 1 36p29_2 A572-50 1 1 PL1/2x6 0 6 5p48_2 A36 1 1 PL1/2x5 2 3 19p33_2 A36 1 1 PL1/4x6 0 6 3cp4_2 A36 12 12 WS3/4 0 8 1ss4_2 A108 A Aug 13 2020 FOR APPROVAL B Sep 1 2020 REVISE AS NOTED 0 Oct 8 2020 FOR FABRICATION 305 JOB:DRAWN BY: CHECKED BY: JOB NUMBER: SHEET NO. CONTRACTOR: BACK CHARGES WILL NOT BE HONORED WITHOUT PRIOR AUTHORIZATION THESE DRAWINGS HAVE BEEN PREPARED IN ACCORDANCE WITH AISC CODE OF STANDARD PRACTICE FARGO NDMANDAN NDRAPID CITY SDBILLINGS MT TrueNorthSteel.com HOLES: BOLTS: MARK SYSTEM: STEEL: ELECTRODES: PAINT: SURFACE PREP: GENERAL NOTES REV DATE DESCRIPTION W SHAPES-A992, HSS-A500 GR.B, OTHERS-A36 15/16" Ø 7/8" Ø GKC NAS E70-60M OR E70-LH PRIMER B50WV8430 WHITE FINISH:----- SSPC-SP2 STANDARD A 08-13-2020 FOR APPROVAL BOZEMAN PUBLICSAFETY CENTER PMN0382LANGLAS & ASSOCIATES COATING:COAT. INSP:WELD. INSP:WELDER:DIM. INSP:LAYOUT:COMP. DATE HEAT#QC REVISE AS NOTEDB09-01-2020 MARK GRADE STEEL UNIT WEIGHT REMARKSFt In LENGTH DESCRIPTIONQTY TOTAL QTY UNITMINOR MARK BILL OF MATERIAL FOR FABRICATION10-08-202001/433333341/214-101/4336 3 3 3 43/83/43-83/8 7-83/8 11-83/8 1/416-91/29-92-27/8(1-HSS6x6x1/2x26-51/2) A500B 26-61/2 (P/P 26-61/2)3/8 3/8Wp EL 124-0EL 97-51/2EL 114-3W27x94BMARK FACE "A" "SOUTH"C A A 1-ss4_25 REQ'D 1-PL p48_2CNTR 1-PL p28_2 1-PL cp4_2CNTR Section A-A 02C21 ONE COLUMN 02C21 AT GRID: 1.6 21/2 15/16x11/8 5 5 1011/2 1-1511/211/210 51-1 11/2 15-83/8 3 26-61/21/4 3/8 3/8 SW-TYP 1-PL p29_2SQ CUTSQ CUT11/16 ONE COLUMN02C21 993 1 1 HSS6x6x1/2 26 51/2 929S2E02C21 A500B 1 1 PL3/4x13 1 1 36p29_2 A572-50 1 1 PL1/2x6 0 6 5p48_2 A36 1 1 PL1/2x5 1 9 15p28_2 A36 1 1 PL1/4x6 0 6 3cp4_2 A36 5 5 WS3/4 0 8 1ss4_2 A108 A Aug 13 2020 FOR APPROVAL B Sep 1 2020 REVISE AS NOTED 0 Oct 8 2020 FOR FABRICATION 306 JOB:DRAWN BY: CHECKED BY: JOB NUMBER: SHEET NO. CONTRACTOR: BACK CHARGES WILL NOT BE HONORED WITHOUT PRIOR AUTHORIZATION THESE DRAWINGS HAVE BEEN PREPARED IN ACCORDANCE WITH AISC CODE OF STANDARD PRACTICE FARGO NDMANDAN NDRAPID CITY SDBILLINGS MT TrueNorthSteel.com HOLES: BOLTS: MARK SYSTEM: STEEL: ELECTRODES: PAINT: SURFACE PREP: GENERAL NOTES REV DATE DESCRIPTION W SHAPES-A992, HSS-A500 GR.B, OTHERS-A36 15/16" Ø 7/8" Ø GKC NAS E70-60M OR E70-LH PRIMER B50WV8430 WHITE FINISH:----- SSPC-SP2 STANDARD A 08-13-2020 FOR APPROVAL BOZEMAN PUBLICSAFETY CENTER PMN0382LANGLAS & ASSOCIATES COATING:COAT. INSP:WELD. INSP:WELDER:DIM. INSP:LAYOUT:COMP. DATE HEAT#QC REVISE AS NOTEDB09-01-2020 MARK GRADE STEEL UNIT WEIGHT REMARKSFt In LENGTH DESCRIPTIONQTY TOTAL QTY UNITMINOR MARK BILL OF MATERIAL FOR FABRICATION10-08-202003/41/43333333333314-63/4 29-03/4 18-23/4 19-113/433 41/2 11/2 3 6 17-67/8 21-67/8 15/161/216-11/214-31-813/161-117/8(1-HSS6x6x1/2x30-31/2) A500B 30-41/2 (P/P 30-41/2)3/8 3/8 3/8 3/8 EL 128-6EL 114-3EL 98-11/2W21x55W24x76BMARK FACE "A" "SOUTH"C A A B B 1-PL p27_2 1-ss4_210 REQ'DCNTR 1-PL p22_2 1-PL p23_2 1-PL p48_2CNTR 1-PL cp4_2CNTR Section A-A 02C22 Section B-B 02C22 ONE COLUMN 02C22 11/16 15/16x11/8 15/16x11/8 21/2 2 51/2 51/2 2 11/2 1-3 11/2 1-6 3/43/425/811/225/863/41-67/8 1-67/8 5-67/85-67/8 9-67/8 9-67/8 13-67/8 13-67/8 3 3 6 3 3 3 3 1-9SAFETY CABLE HOLE30-41/21/4 TYP 3/16 3/16 3/8 3/8 SW-TYP SQ CUTSQ CUT1-PL p30_2CNTR 1-PL p30_2CNTR ONE COLUMN02C22 1130 1 1 HSS6x6x1/2 30 31/2 1064S2E02C22 A500B 1 1 PL3/4x63/4 1 6 26p27_2 A572-50 1 1 PL1/2x6 0 6 5p48_2 A36 1 1 PL1/2x5 1 6 13p22_2 A36 1 1 PL3/8x5 1 3 8p23_2 A36 2 2 PL3/8x3 0 3 1p30_2 A36 1 1 PL1/4x6 0 6 3cp4_2 A36 10 10 WS3/4 0 8 1ss4_2 A108 A Aug 13 2020 FOR APPROVAL B Sep 1 2020 REVISE AS NOTED 0 Oct 8 2020 FOR FABRICATION 307 JOB:DRAWN BY: CHECKED BY: JOB NUMBER: SHEET NO. CONTRACTOR: BACK CHARGES WILL NOT BE HONORED WITHOUT PRIOR AUTHORIZATION THESE DRAWINGS HAVE BEEN PREPARED IN ACCORDANCE WITH AISC CODE OF STANDARD PRACTICE FARGO NDMANDAN NDRAPID CITY SDBILLINGS MT TrueNorthSteel.com HOLES: BOLTS: MARK SYSTEM: STEEL: ELECTRODES: PAINT: SURFACE PREP: GENERAL NOTES REV DATE DESCRIPTION W SHAPES-A992, HSS-A500 GR.B, OTHERS-A36 15/16" Ø 7/8" Ø GKC NAS E70-60M OR E70-LH PRIMER B50WV8430 WHITE FINISH:----- SSPC-SP2 STANDARD A 08-13-2020 FOR APPROVAL BOZEMAN PUBLICSAFETY CENTER PMN0382LANGLAS & ASSOCIATES COATING:COAT. INSP:WELD. INSP:WELDER:DIM. INSP:LAYOUT:COMP. DATE HEAT#QC REVISE AS NOTEDB09-01-2020 MARK GRADE STEEL UNIT WEIGHT REMARKSFt In LENGTH DESCRIPTIONQTY TOTAL QTY UNITMINOR MARK BILL OF MATERIAL FOR FABRICATION10-08-2020011/21/42222 33333313-033 105510 5 5 6 3 3 1-31/16 5-31/16 9-31/16 13-31/16 3/161-1111/16(1-HSS6x6x1/2x14-53/4) A500B 14-71/2 (P/P 14-71/2)3/8 3/8Wp EL 112-1EL 97-51/2BMARK FACE "A" "SOUTH"W24x62C A A 1-PL p12_2 1-PL p22_2 1-ss4_28 REQ'DCNTR 1-PL p48_2CNTR 1-PL cp4_2CNTR Section A-A 02C23 ONE COLUMN 02C23 AT GRID: D.4 19/16 15/16x11/821/2 1-2 1-21-31/16 5-31/16 9-31/16 13-31/16 3 3 14-71/21/4 3/8 3/8 SW-TYP SQ CUTSQ CUTONE COLUMN02C23 620 1 1 HSS6x6x1/2 14 53/4 508S2E02C23 A500B 1 1 PL11/2x14 1 2 83p12_2 A572-50 1 1 PL1/2x6 0 6 5p48_2 A36 1 1 PL1/2x5 1 6 13p22_2 A36 1 1 PL1/4x6 0 6 3cp4_2 A36 8 8 WS3/4 0 8 1ss4_2 A108 A Aug 13 2020 FOR APPROVAL B Sep 1 2020 REVISE AS NOTED 0 Oct 8 2020 FOR FABRICATION 308 JOB:DRAWN BY: CHECKED BY: JOB NUMBER: SHEET NO. CONTRACTOR: BACK CHARGES WILL NOT BE HONORED WITHOUT PRIOR AUTHORIZATION THESE DRAWINGS HAVE BEEN PREPARED IN ACCORDANCE WITH AISC CODE OF STANDARD PRACTICE FARGO NDMANDAN NDRAPID CITY SDBILLINGS MT TrueNorthSteel.com HOLES: BOLTS: MARK SYSTEM: STEEL: ELECTRODES: PAINT: SURFACE PREP: GENERAL NOTES REV DATE DESCRIPTION W SHAPES-A992, HSS-A500 GR.B, OTHERS-A36 15/16" Ø 7/8" Ø GKC NAS E70-60M OR E70-LH PRIMER B50WV8430 WHITE FINISH:----- SSPC-SP2 STANDARD A 08-13-2020 FOR APPROVAL BOZEMAN PUBLICSAFETY CENTER PMN0382LANGLAS & ASSOCIATES COATING:COAT. INSP:WELD. INSP:WELDER:DIM. INSP:LAYOUT:COMP. DATE HEAT#QC REVISE AS NOTEDB09-01-2020 MARK GRADE STEEL UNIT WEIGHT REMARKSFt In LENGTH DESCRIPTIONQTY TOTAL QTY UNITMINOR MARK BILL OF MATERIAL FOR FABRICATION10-08-202003/41/43341/241/2(1-HSS5x5x3/8x14-93/16) A500B 14-103/16 (P/P 14-103/16)SQ CUTWp EL 112-1111/16EL 98-11/2BMARK FACE "A" "SOUTH"C 1-PL p26_2 1-ss4_28 REQ'DCNTR 1-PL p48_2CNTR 1-PL cp3_2CNTR ONE COLUMN 02C24 11/16 21/2 11/2 9 11/2 41/2 41/2 1-0 11/2911/21-03 3 1-43/4 1-43/4 5-43/4 5-43/4 9-43/4 9-43/4 13-43/4 13-43/4 14-103/161/4 3/8 3/8 SW-TYP SQ CUTONE COLUMN02C24 375 1 1 HSS5x5x3/8 14 93/16 329S2E02C24 A500B 1 1 PL3/4x12 1 0 31p26_2 A572-50 1 1 PL1/2x6 0 6 5p48_2 A36 1 1 PL1/4x5 0 5 2cp3_2 A36 8 8 WS3/4 0 8 1ss4_2 A108 A Aug 13 2020 FOR APPROVAL B Sep 1 2020 REVISE AS NOTED 0 Oct 8 2020 FOR FABRICATION 309 JOB:DRAWN BY: CHECKED BY: JOB NUMBER: SHEET NO. CONTRACTOR: BACK CHARGES WILL NOT BE HONORED WITHOUT PRIOR AUTHORIZATION THESE DRAWINGS HAVE BEEN PREPARED IN ACCORDANCE WITH AISC CODE OF STANDARD PRACTICE FARGO NDMANDAN NDRAPID CITY SDBILLINGS MT TrueNorthSteel.com HOLES: BOLTS: MARK SYSTEM: STEEL: ELECTRODES: PAINT: SURFACE PREP: GENERAL NOTES REV DATE DESCRIPTION W SHAPES-A992, HSS-A500 GR.B, OTHERS-A36 15/16" Ø 7/8" Ø GKC NAS E70-60M OR E70-LH PRIMER B50WV8430 WHITE FINISH:----- SSPC-SP2 STANDARD A 08-13-2020 FOR APPROVAL BOZEMAN PUBLICSAFETY CENTER PMN0382LANGLAS & ASSOCIATES COATING:COAT. INSP:WELD. INSP:WELDER:DIM. INSP:LAYOUT:COMP. DATE HEAT#QC REVISE AS NOTEDB09-01-2020 MARK GRADE STEEL UNIT WEIGHT REMARKSFt In LENGTH DESCRIPTIONQTY TOTAL QTY UNITMINOR MARK BILL OF MATERIAL FOR FABRICATION10-08-20200 1 REVISED AS NOTED12-07-202011/21/42222 333333333313-13/4 26-2 3333312-71/233 105510 5 5 6 6 3 3 6 3 3 3 3/16 13-77/8103/812-17/8103/81-813/161-811/1614-013-61/21-813/16(1-HSS6x6x1/2x27-43/4) A500B 27-61/2 (P/P 27-61/2)TYP 3/8 3/8Wp EL 125-0EL 97-51/2BMARK FACE "A" "SOUTH"EL 124-15/8EL 111-113/4EL 111-13/8W21x50W21x44EL 111-51/2W21x55C A A B B 1-PL p12_2 1-PL p23_2 1-PL p23_2 1-PL p23_2 1-ss4_214 REQ'DCNTR 1-PL p48_2CNTR 1-PL cp4_2CNTR Section A-A 02C25 Section B-B 02C25 ONE COLUMN 02C25 19/16 15/16x11/8 21/2 1-2 1-23/16 3/161-89/16 1-89/16 5-89/16 5-89/16 9-89/16 9-89/16 13-89/16 13-89/16 17-89/16 17-89/16 21-89/16 21-89/16 25-89/16 25-89/16 3 3 3 27-61/21/4 SW-TYP TYP3/8 3/8 SQ CUTSQ CUT1 1 1 1 15/16x11/8 ONE COLUMN02C25 1091 1 1 HSS6x6x1/2 27 43/4 962S2E02C25 A500B 1 1 PL11/2x14 1 2 83p12_2 A572-50 1 1 PL1/2x6 0 6 5p48_2 A36 3 3 PL3/8x5 1 3 8p23_2 A36 1 1 PL1/4x6 0 6 3cp4_2 A36 14 14 WS3/4 0 8 1ss4_2 A108 A Aug 13 2020 FOR APPROVAL A Aug 21 2020 FOR APPROVAL B Sep 1 2020 REVISE AS NOTED 0 Oct 8 2020 FOR FABRICATION 310 JOB:DRAWN BY: CHECKED BY: JOB NUMBER: SHEET NO. CONTRACTOR: BACK CHARGES WILL NOT BE HONORED WITHOUT PRIOR AUTHORIZATION THESE DRAWINGS HAVE BEEN PREPARED IN ACCORDANCE WITH AISC CODE OF STANDARD PRACTICE FARGO NDMANDAN NDRAPID CITY SDBILLINGS MT TrueNorthSteel.com HOLES: BOLTS: MARK SYSTEM: STEEL: ELECTRODES: PAINT: SURFACE PREP: GENERAL NOTES REV DATE DESCRIPTION W SHAPES-A992, HSS-A500 GR.B, OTHERS-A36 15/16" Ø 7/8" Ø GKC NAS E70-60M OR E70-LH PRIMER B50WV8430 WHITE FINISH:----- SSPC-SP2 STANDARD A 08-13-2020 FOR APPROVAL BOZEMAN PUBLICSAFETY CENTER PMN0382LANGLAS & ASSOCIATES COATING:COAT. INSP:WELD. INSP:WELDER:DIM. INSP:LAYOUT:COMP. DATE HEAT#QC MARK GRADE STEEL UNIT WEIGHT REMARKSFt In LENGTH DESCRIPTIONQTY TOTAL QTY UNITMINOR MARK BILL OF MATERIAL FOR FABRICATION10-08-202003/41/433333319-23/4 3333319-53/4 6 3 3 6 3 3 3/16 1/42-01/81-9(1-HSS6x6x1/2x20-81/2) A500B 20-91/2 (P/P 20-91/2)3/8 3/8 3/8 3/8 Wp EL 118-3EL 97-51/2BMARK FACE "A" "SOUTH"W24x84W21x62C A A 1-PL p14_2 1-PL p11_2 1-ss4_210 REQ'DCNTR 1-PL cp4_2CNTR Section A-A 02C26 ONE COLUMN 02C26 15/16x11/8 1-1511/211/211/2 105 1-1 5 11/2 510 18-43/8 18-43/8 14-43/8 14-43/8 10-43/8 10-43/8 6-43/8 6-43/8 2-43/8 2-43/8 3 33 320-91/21/4 SW-TYP 3/8 3/8 1-PL p29_2SQ CUTSQ CUT1-PL p48_2CNTR 11/16 21/2 ONE COLUMN02C26 800 1 1 HSS6x6x1/2 20 81/2 727S2E02C26 A500B 1 1 PL3/4x13 1 1 36p29_2 A572-50 1 1 PL1/2x6 0 6 5p48_2 A36 1 1 PL1/2x41/2 1 6 11p14_2 A36 1 1 PL3/8x41/2 1 3 7p11_2 A36 1 1 PL1/4x6 0 6 3cp4_2 A36 10 10 WS3/4 0 8 1ss4_2 A108 A Aug 13 2020 FOR APPROVAL 0 Oct 8 2020 FOR FABRICATION 311 JOB:DRAWN BY: CHECKED BY: JOB NUMBER: SHEET NO. CONTRACTOR: BACK CHARGES WILL NOT BE HONORED WITHOUT PRIOR AUTHORIZATION THESE DRAWINGS HAVE BEEN PREPARED IN ACCORDANCE WITH AISC CODE OF STANDARD PRACTICE FARGO NDMANDAN NDRAPID CITY SDBILLINGS MT TrueNorthSteel.com HOLES: BOLTS: MARK SYSTEM: STEEL: ELECTRODES: PAINT: SURFACE PREP: GENERAL NOTES REV DATE DESCRIPTION W SHAPES-A992, HSS-A500 GR.B, OTHERS-A36 15/16" Ø 7/8" Ø GKC NAS E70-60M OR E70-LH PRIMER B50WV8430 WHITE FINISH:----- SSPC-SP2 STANDARD A 08-13-2020 FOR APPROVAL BOZEMAN PUBLICSAFETY CENTER PMN0382LANGLAS & ASSOCIATES COATING:COAT. INSP:WELD. INSP:WELDER:DIM. INSP:LAYOUT:COMP. DATE HEAT#QC REVISE AS NOTEDB09-01-2020 MARK GRADE STEEL UNIT WEIGHT REMARKSFt In LENGTH DESCRIPTIONQTY TOTAL QTY UNITMINOR MARK BILL OF MATERIAL FOR FABRICATION10-08-202003/41/43333318-53/4 6 3 3 17-103/8 3/161-9(1-HSS6x6x1/2x19-81/2) A500B 19-91/2 (P/P 19-91/2)3/8 3/8Wp EL 118-3EL 98-51/2BMARK FACE "A" "SOUTH"W21x62C A A 1-PL p11_2 1-ss4_210 REQ'DCNTR 1-PL cp4_2CNTR Section A-A 02C27 ONE COLUMN 02C27 15/16x11/8 1011/2 51-111/25 11/25 1-1 10 511/2 17-103/8 13-103/8 9-103/8 5-103/8 1-103/8 1-103/8 5-103/8 9-103/8 13-103/8 19-91/233 331/4 SW-TYP 3/8 3/8 1-PL p29_2SQ CUTSQ CUT1-PL p48_2CNTR 11/16 21/2 ONE COLUMN02C27 753 1 1 HSS6x6x1/2 19 81/2 692S2E02C27 A500B 1 1 PL3/4x13 1 1 36p29_2 A572-50 1 1 PL1/2x6 0 6 5p48_2 A36 1 1 PL3/8x41/2 1 3 7p11_2 A36 1 1 PL1/4x6 0 6 3cp4_2 A36 10 10 WS3/4 0 8 1ss4_2 A108 A Aug 13 2020 FOR APPROVAL B Sep 1 2020 REVISE AS NOTED 0 Oct 8 2020 FOR FABRICATION 312 JOB:DRAWN BY: CHECKED BY: JOB NUMBER: SHEET NO. CONTRACTOR: BACK CHARGES WILL NOT BE HONORED WITHOUT PRIOR AUTHORIZATION THESE DRAWINGS HAVE BEEN PREPARED IN ACCORDANCE WITH AISC CODE OF STANDARD PRACTICE FARGO NDMANDAN NDRAPID CITY SDBILLINGS MT TrueNorthSteel.com HOLES: BOLTS: MARK SYSTEM: STEEL: ELECTRODES: PAINT: SURFACE PREP: GENERAL NOTES REV DATE DESCRIPTION W SHAPES-A992, HSS-A500 GR.B, OTHERS-A36 15/16" Ø 7/8" Ø GKC NAS E70-60M OR E70-LH PRIMER B50WV8430 WHITE FINISH:----- SSPC-SP2 STANDARD A 08-13-2020 FOR APPROVAL BOZEMAN PUBLICSAFETY CENTER PMN0382LANGLAS & ASSOCIATES COATING:COAT. INSP:WELD. INSP:WELDER:DIM. INSP:LAYOUT:COMP. DATE HEAT#QC REVISE AS NOTEDB09-01-2020 MARK GRADE STEEL UNIT WEIGHT REMARKSFt In LENGTH DESCRIPTIONQTY TOTAL QTY UNITMINOR MARK BILL OF MATERIAL FOR FABRICATION10-08-202003/41/433333341/217-101/4 6 3 3 1/42-27/8(1-HSS6x6x1/2x19-81/2) A500B 19-91/2 (P/P 19-91/2)3/8 3/8Wp EL 118-3EL 98-51/2BMARK FACE "A" "SOUTH"W27x94C A A 1-ss4_215 REQ'DCNTR 1-PL p9_2 1-PL cp4_2CNTR Section A-A 02C28 ONE COLUMN 02C28 15/16x11/8 33 3355 11/251011/2 5 1-1 1-111/21011/2 1-103/8 1-103/8 5-103/8 5-103/8 9-103/8 9-103/8 13-103/8 13-103/8 17-103/8 17-103/8 1-103/8 5-103/8 9-103/8 13-103/8 17-103/8 19-91/21/4 3/8 3/8 SW-TYP 1-PL p48_2CNTR SQ CUT1-PL p29_2SQ CUT21/2 11/16 ONE COLUMN02C28 764 1 1 HSS6x6x1/2 19 81/2 692S2E02C28 A500B 1 1 PL3/4x13 1 1 36p29_2 A572-50 1 1 PL1/2x6 0 6 5p48_2 A36 1 1 PL1/2x41/2 1 9 13p9_2 A36 1 1 PL1/4x6 0 6 3cp4_2 A36 15 15 WS3/4 0 8 1ss4_2 A108 A Aug 13 2020 FOR APPROVAL B Sep 1 2020 REVISE AS NOTED 0 Oct 8 2020 FOR FABRICATION 313 JOB:DRAWN BY: CHECKED BY: JOB NUMBER: SHEET NO. CONTRACTOR: BACK CHARGES WILL NOT BE HONORED WITHOUT PRIOR AUTHORIZATION THESE DRAWINGS HAVE BEEN PREPARED IN ACCORDANCE WITH AISC CODE OF STANDARD PRACTICE FARGO NDMANDAN NDRAPID CITY SDBILLINGS MT TrueNorthSteel.com HOLES: BOLTS: MARK SYSTEM: STEEL: ELECTRODES: PAINT: SURFACE PREP: GENERAL NOTES REV DATE DESCRIPTION W SHAPES-A992, HSS-A500 GR.B, OTHERS-A36 15/16" Ø 7/8" Ø GKC NAS E70-60M OR E70-LH PRIMER B50WV8430 WHITE FINISH:----- SSPC-SP2 STANDARD A 08-13-2020 FOR APPROVAL BOZEMAN PUBLICSAFETY CENTER PMN0382LANGLAS & ASSOCIATES COATING:COAT. INSP:WELD. INSP:WELDER:DIM. INSP:LAYOUT:COMP. DATE HEAT#QC MARK GRADE STEEL UNIT WEIGHT REMARKSFt In LENGTH DESCRIPTIONQTY TOTAL QTY UNITMINOR MARK BILL OF MATERIAL FOR FABRICATION10-08-202003/41/433333341/216-61/4 6 3 3 1/42-27/8(1-HSS6x6x1/2x18-41/2) A500B 18-51/2 (P/P 18-51/2)3/8 3/8Wp EL 118-3EL 99-91/2B MARK FACE "A" "SOUTH"W27x94C A A 1-PL p9_2 1-ss4_210 REQ'DCNTR 1-PL cp4_2CNTR Section A-A 02C29 ONE COLUMN 02C29 15/16x11/8 251/2 3/411/21-3 1-6 11/2 2 51/2 63/425/811/225/83/41-23/8 1-23/8 5-23/8 5-23/8 9-23/8 9-23/8 13-23/8 13-23/8 17-23/8 17-23/83333 18-51/21/4 3/8 3/8 SW-TYP 1-PL p27_2SQ CUTSQ CUT1-PL p48_2CNTR 11/16 21/2 ONE COLUMN02C29 702 1 1 HSS6x6x1/2 18 41/2 645S2E02C29 A500B 1 1 PL3/4x63/4 1 6 26p27_2 A572-50 1 1 PL1/2x6 0 6 5p48_2 A36 1 1 PL1/2x41/2 1 9 13p9_2 A36 1 1 PL1/4x6 0 6 3cp4_2 A36 10 10 WS3/4 0 8 1ss4_2 A108 A Aug 13 2020 FOR APPROVAL 0 Oct 8 2020 FOR FABRICATION 314 JOB:DRAWN BY: CHECKED BY: JOB NUMBER: SHEET NO. CONTRACTOR: BACK CHARGES WILL NOT BE HONORED WITHOUT PRIOR AUTHORIZATION THESE DRAWINGS HAVE BEEN PREPARED IN ACCORDANCE WITH AISC CODE OF STANDARD PRACTICE FARGO NDMANDAN NDRAPID CITY SDBILLINGS MT TrueNorthSteel.com HOLES: BOLTS: MARK SYSTEM: STEEL: ELECTRODES: PAINT: SURFACE PREP: GENERAL NOTES REV DATE DESCRIPTION W SHAPES-A992, HSS-A500 GR.B, OTHERS-A36 15/16" Ø 7/8" Ø GKC NAS E70-60M OR E70-LH PRIMER B50WV8430 WHITE FINISH:----- SSPC-SP2 STANDARD A 09-01-2020 FOR APPROVAL BOZEMAN PUBLICSAFETY CENTER PMN0382LANGLAS & ASSOCIATES COATING:COAT. INSP:WELD. INSP:WELDER:DIM. INSP:LAYOUT:COMP. DATE HEAT#QC MARK GRADE STEEL UNIT WEIGHT REMARKSFt In LENGTH DESCRIPTIONQTY TOTAL QTY UNITMINOR MARK BILL OF MATERIAL FOR FABRICATION10-08-20200 1 REVISED AS NOTED12-07-20203/41/4333313-43/4 333312-103/433 41/241/241/2 41/2 51/2 21/2 3 51/2 3 21/2 1/4 3/161-63/813-111/261-6(1-HSS5x5x3/8x14-41/2) A500B 14-51/2 (P/P 14-51/2)TYP 3/8 3/8 SQ CUTWp EL 112-7EL 98-11/2B MARK FACE "A" "SOUTH"W18x65EL 112-1W18x50C A A 1-PL p26_2 1-PL p10_2 1-PL p10_2 1-ss4_28 REQ'DCNTR 1-PL p48_2CNTR 1-PL cp3_2CNTR Section A-A 02C30 ONE COLUMN 02C30 11/16 15/16x11/8 21/2 9 11/211/2 1-0 11/2911/21-01-15/16 1-15/16 5-15/16 5-15/16 9-15/16 9-15/16 13-15/16 13-15/16 3 3 14-51/21/4 SW-TYP 3/8 3/8 SQ CUT1 1 1 1 1 ONE COLUMN02C30 379 1 1 HSS5x5x3/8 14 41/2 321S2E02C30 A500B 1 1 PL3/4x12 1 0 31p26_2 A572-50 1 1 PL1/2x6 0 6 5p48_2 A36 2 2 PL3/8x5 1 0 6p10_2 A36 1 1 PL1/4x5 0 5 2cp3_2 A36 8 8 WS3/4 0 8 1ss4_2 A108 A Sep 1 2020 FOR APPROVAL 0 Oct 8 2020 FOR FABRICATION 1 Dec 7 2020 REVISED AS NOTED 315 Change Estimate Report Project: Bozeman Public Safety Center CE No:37 Project # 19426 Revision # Change Source: Sheet L-002 Note 2 Date:11/24/2020 Description:Drilling of Irrigation Well Category Quantity Unit Unit Cost Total -$ TBD 1 sum 24,000.00$ 24,000.00$ -$ -$ -$ -$ -$ -$ -$ -$ 22A.1500 (1) sum 9,750.00$ (9,750.00)$ -$ -$ -$ -$ -$ -$ -$ -$ -$ -$ -$ -$ -$ -$ -$ -$ SUBTOTAL 14,250.00$ GC/CM Business Insurance 0.625% 89.06$ CM Fee 3.2% 458.85$ Bond 1.0% 147.98$ 14,945.89$ TOTAL Irrigation Well Pump and Install (Central P&H) DEDUCT Description DEDUCT FROM CONTIGNECY Irrigation Well and Pump Bid (Pott's Drilling) 316 Bozeman Public Safety Center Irrigation Well Bid Unit Rate Schedule for Drilling, Construction, Test Pumping & Pump Installation Item Description Estimated Quantity IA: Mobilizations/Demobilization 1 2A: 6" Drilling with Casing 220 (includes 6" .250 casing, drive shoe, bentonite Units LS LF Rate $ 1,750.00 Total $ 1,750.00 $ 45.50 $ 10,010.00 & sanitary well cap) 3A: Well Construction/Development 4 HR $ 375.00 $ 1,500.00 4A: Pump Test Install & Remove 4 HR $ 125.00 $ 500.00 5A: Pump Test 4 HR $ 175.00 $ 700.00 6A: Pump System 1 LS $ 9,115.00 $ 9,115.00 3 hp. 35 gpm constant pressure pump system w/ mounting pedestal for pump controls and disconnect 7A: Excavation Cost 1 LS $ 425.00 $ 425.00 TOTAL $24,000.00 Total in words: Twenty-Four Thousand & 00/100 Contractor: Potts Drilling, Inc 80730 Gallatin Road Bozeman, MT 59718 (406) 586-6812 Signathre: Owner: Date: 10.20.2020 Signature: Print Date: 317 Material/Labor Direct Costs Qty Material Unit Price Material Cost Labor Hrs Labor Rate/Hr Labor Cost IP-1 Irrigation Pump, Starter Panel, pressure tank, and pressure switch.-1 $7,000 ($7,000.00)20 $85.00 ($1,700.00) $0.00 $85.00 $0.00 $0.00 $85.00 $0.00 $0.00 $85.00 $0.00 $0.00 $85.00 $0.00 $0.00 $85.00 $0.00 $0.00 $85.00 $0.00 Misc. Plumbing Materials $0.00 $0.00 $85.00 $0.00 $0.00 $85.00 $0.00 $0.00 $85.00 $0.00 $0.00 $85.00 $0.00 Misc. Sheet Metal Materials $0.00 $0.00 $95.00 $0.00 $0.00 $95.00 $0.00 $0.00 $95.00 $0.00 Misc. Sheet Metal Materials $0.00 ($7,000.00)($1,700.00) $90.00 $0.00 $90.00 $0.00 $90.00 $0.00 $0.00 SUMMARY Materials (detail above)($7,000.00) Equipment Rent Subsistence Lodging Costs Mileage (Total Miles X $1.25) Subtotal ($7,000.00) ($1,050.00) Labor (detail above)($1,700.00) Subcontractors/Vendors: - - - $0.00 Bond (If Applicable)$0.00 n CGR 1% State Tax (If Applicable)$0.00 n TOTAL AMOUNT DUE ($9,750.00) Sheet Metal Shop Fabrication: Sheet Metal: WORK MOD / SMALL PROJECT PRICING WORKSHEET Job Name: Bozeman Public Safety Center Description: Credit: Remove Providing & Installing IP-1 Irrigation Pump Date: 11-17-20 Plumbing: Supervision: Plumbing Supervision Sheet Metal Supervision Total Material/Labor Direct Costs Subcontractors with 10% Overhead & Profit PM Time Total Supervision 15% Overhead & Profit Comm. Drive/Bid Prep forms/Change Order Worksheet 318 Change Estimate Report Project: Bozeman Public Safety Center CE No:52 Project # 19426 Revision #2 Change Source: Sub.05 3100-01 / RFI 050 Date:3/22/2021 Description:Credit to Omit Primer on Underside of Deck at Non-Exposed Areas Category Quantity Unit Unit Cost Total 05A.0510 (62700)sqft 0.18$ (11,286.00)$ -$ -$ -$ -$ -$ -$ -$ -$ -$ -$ -$ -$ -$ -$ -$ -$ -$ -$ -$ -$ -$ -$ -$ -$ -$ SUBTOTAL (11,286.00)$ GC/CM Business Insurance 0.625% (70.54)$ CM Fee 3.2% (363.41)$ Bond 1.0% (117.20)$ (11,837.15)$ Description DEDUCT Primer at Galvanized Decking TOTAL 319 Project No: PMN0382 NOC No.: Proj. Name: To:LANGLAS CC: ATTN:Russel Pierce/ Sam Holt 1019 E Main St. Suite 101 Bozeman, MT 59715 Subject: Change Requested By:Sent Via:email Description of Change:Pricing Valid for:30 (Taxes NOT Included) (Taxes NOT Included) -$ (Taxes NOT Included) (11,286)$ (Taxes NOT Included) (11,286)$ (Taxes NOT Included) A signature below indicates acceptance of all changes shown herein. Any work associated with this change will begin upon receipt of a signed copy of this N.O.C. in our office. Accepted By TrueNorth Steel Date:PMN0382 CO #: Bozeman Public Safety Zone Date: #N/A #N/A Notification of Change 14 Deck Primer Credit jchiono SCHEDULE INFORMATION Original Price: J. Chiono ADDED WORKING DAYS Total All Previous Price Changes: DUE TO CHANGE Subtotal (Price+All Previous Changes): PRICE OF THIS CHANGE: 2.15.21 Revised Contract Amount: Outstanding Changes Pending Approval: Credit for deck that did not receive primer due to New Millenium vendor misinterpretation of designNew Mill has quote a credit of $Our estimator found: Square footage for Galvanized Decking: ~62,700 SF Square footage for Galvanized Top/ Gray Bottom: ~28,283 SF 18.25 per square, = $0.18 per sq foot 62,700SF x $0.18/sf = $11,286 revised credit 320 8200 Woolery Way | Fallon, Nevada 89406 | Phone: 775-867-2130 | Fax: 775-867-2169 | www.newmill.com Building a better steel experience. Jenna/Tom, I have reviewed the information concerning the cost difference between Galvanized deck and Galvanized deck with grey primer on the bottom. After reviewing this, I came up with a possible 471 squares of deck that may not be painted. The difference in price between the G60 finish and the G60/GB finish is $18.25 per square. The total credit for this amount would be equal to $8,595.75. The pricing for the deck is imported into the computer program we use to quote projects; this is the reason we do not have a pricing sheet for comparison. New Millennium Building Systems is not responsible for this amount since there was contradiction between the plans and the specifications we used on this job. This amount is for informational purposes only showing the cost difference between the different finishes of the deck required for this project. If you have any further questions, please feel free to contact me. Sincerely, Jeff Walker Customer Service Manager New Millennium Building Systems 321 Change Estimate Report Project: Bozeman Public Safety Center CE No:53 Project # 19426 Revision # Change Source: Bid Package 7E Date:3/1/2021 Description:Add Vapor Barrier at Exterior CMU Walls Category Quantity Unit Unit Cost Total 07E.0721 1 sum 68,900.000$ 68,900.00$ -$ -$ -$ -$ -$ -$ -$ -$ -$ -$ -$ -$ -$ -$ -$ -$ -$ -$ -$ -$ -$ -$ -$ -$ -$ SUBTOTAL 68,900.00$ GC/CM Business Insurance 0.625% 430.63$ CM Fee 3.2% 2,218.58$ Bond 1.0% 715.49$ 72,264.70$ Description DEDUCT FROM CONTINGENCY Fluid Applied Vapor Barrier (Meadowss Airshield) TOTAL 322 MT COATINGS 407 E King St, East Helena MT 59635 | 218-205-7980 | mtcoatingsandinsulation@gmail.com Date: 03/01/2021 Elizabeth Oliver Project Manager Langlas & Associates, Inc. Estimate: Bozeman Public Safety Center Fluid applied weather barrier: $68,900.00 Includes fluid applied application on concrete footings where called out in plans, above grade cast in place walls, and CMU block walls. Includes liquid flashing at all penetrations. Includes butyl flashing at control joints and window openings. Product proposed: Meadows Airshield LMP Alternate pricing deduct: $-5,000.00 Product proposed: Airshield TMP (not recommended due to application over CMU. This product is much better over sheathing). NOTE: All pricing includes prevailing wage, aerial lifts, and 1% state tax. MT Coatings 323 Memorandum REPORT TO:City Commission FROM:Chris Saunders, Community Development Manager Marty Matsen, Community Development Director SUBJECT:Ordinance 2061, Final Adoption to Revise Definitions and References to Clarify a Consistent Meaning and Application of Front Setbacks in all Zoning Districts. No Changes to Dimensional Standards are Included with this Amendment. Revise Affected Sections to Implement the Revisions. Application 20147 MEETING DATE:April 20, 2021 AGENDA ITEM TYPE:Ordinance RECOMMENDATION: I adopt the findings presented in the staff report for application 20147, Ordinance 2061 and finally adopt Ordinance 2061. STRATEGIC PLAN:4.1 Informed Conversation on Growth: Continue developing an in-depth understanding of how Bozeman is growing and changing and proactively address change in a balanced and coordinated manner. BACKGROUND:The City Commission conducted a public hearing on December 15, 2020 to consider the draft ordinance. There were two public comments on the application. After conducting the hearing, considering the public comment, Staff report, and recommendation from the Zoning Commission, the City Commission unanimously approved the ordinance. Provisional adoption was given on April 6, 2021. UNRESOLVED ISSUES:None. ALTERNATIVES:As identified by the City Commission. FISCAL EFFECTS:None Attachments: Ordinance 2061 - Definition of front setback Final Adoption.docx Report compiled on: March 18, 2021 324 Page 1 of 6 ORDINANCE NO. 2061 AN ORDINANCE OF THE CITY COMMISSION OF THE CITY OF BOZEMAN, MONTANA REVISING THE BOZEMAN MUNICIPAL CODE’S STANDARDS FOR FENCES, WALLS AND HEDGES IN A FRONT SETBACK AND AMENDING SEVERAL DEFINTIONS RELATED TO FRONT SETBACKS INCLUDING AMENDING SECTION 38.350.060 (FENCES WALLS AND HEDGES), 38.700.070. –F (DEFINITIONS), SECTION 38.700.110. – L (DEFINITIONS), SECTION 38.700.160 – R (DEFINITIONS), AND SECTION 38.700.170. – S (DEFINITIONS). WHEREAS, the City of Bozeman (the “City”) has adopted land development and use standards to protect public health, safety and welfare and otherwise execute the purposes of Section 76-2-304, MCA; and WHEREAS,City is committed to reviewing and improving the Unified Development Code; and WHEREAS,the City has developed a platform to submit revisions to the Unified Development Code to improve overall functionality and ease of use; and WHEREAS,it has been identified that the definition of “Front Setback” is inadequately clear in conjuction with the definition of “Lot Frontage”; and WHEREAS,definitions for and applications of setbacks have significant impacts on infill and other small lot development; and 325 Ordinance 2061, Revise Front Setback Definition Page 2 of 6 WHEREAS,it is in the interests of the City and public welfare to clarify the definition of “Front Setback” and related defintions. NOW THEREFORE, BE IT ORDAINED BY THE CITY COMMISSION OF THE CITY OF BOZEMAN, MONTANA: Section 1 That section 38.350.060.A of the Bozeman Municipal Code be amended as follows: Sec. 38.350.060. - Fences, walls and hedges. A. Location and height.Except as provided in section 38.400.100, fences, walls and hedges in any district may be located on lot lines, provided such fences, walls and hedges comply with the following height requirements: 1. Do not exceed six feet in height in any required rear or required side setback. Fences exceeding six feet in height must be subject to the minimum setback requirements of the district in which such fences are located. Decorative post caps may exceed the height limit by no more than one additional foot. Fences in excess of six feet in height require a building permit before installation may commence. Fences may not exceed eight feet in height. a. A gate may be provided which defines an entrance point. The gate may have a defining structure so long as the defining structure is not more than one foot wide on either side of the gate. Gate structure heights may not exceed twice the allowed fence height. 2. For lots with one front setback, do not exceed four feet in height in the front setback. Lots with more than one front setback, do not exceed four feet in the setback adjacent to the street on which the property has its assigned address. In non-addressed front setbacks, fences must not exceed four feet in height in the portion of the front setback that is adjacent to the building façade nearest the front setback. Do not exceed four feet in height in any required front lot line setback or any portion of a required wider front lot line that is forward of the rear edge of the building façade nearest the front lot line setback. Decorative post caps may exceed the height limit by no more than one additional foot. 3. Fences used in an agricultural pursuit to retain stock animals or for public safety must be excepted. 4. The height of fences located in the B-3 district must meet the requirements of this section for any provided, not required, setbacks. 326 Ordinance 2061, Revise Front Setback Definition Page 3 of 6 Section 2 That section 38.700.070 of the Bozeman Municipal Code be amended as follows with all other portions of the section remaining unchanged: Front setback.A setback extending across the full width of all sides of a lot that abuts a street. across the full width of the lot between two side lot lines, the depth of which is the least distance between the street right-of-way and the front building line; Section 3 That section 38.700.110 of the Bozeman Municipal Code be amended as follows with all other portions of the section remaining unchanged: Lot measurements. A. Lot depth. The horizontal distance of a line measured at a right angle to the front lot line and running between the front lot line and rear lot line of a lot. B. Lot width. The distance as measured in a straight line, between side lot lines at the points of intersection with the required front building line. C. Lot frontage. The horizontal distance between the side lot lines measured at the point where the side lot lines intersect the street right-of-way. All sides of a lot that abuts a street are considered frontage. On curvilinear streets, the arc between the side lot lines is considered the lot frontage. D. Lot area. The total horizontal area within the boundary lines of a lot. Lot line, front.In the case of an interior lot, a line separating the lot from the street, in the case of a or a corner lot, a line separating the narrowest street frontage of the lot from the street and in the case of a double frontage or through lot, a line separating the lot from the street from which a drive access may be permitted by the city. Lot line, rear. A lot line which is opposite and most distant from the front lot line, in the case of a corner lot the lot line opposite and most distant from the narrowest front lot line, and, in the case of an irregular or triangular shaped lot, a line ten feet in length within the lot, parallel to and at the 327 Ordinance 2061, Revise Front Setback Definition Page 4 of 6 maximum distance from the narrowest front lot line. A lot with street frontage on all boundaries does not have a rear lot line. Lot width. The distance as measured in a straight line, between property boundaries side lot lines at the points of intersection with the front setback required front building line along the narrowest street frontage. Section 4 That section 38.700.160 of the Bozeman Municipal Code be amended as follows with all other portions of the section remaining unchanged: Sec. 38.700.160. - R definitions. Rear setback.A setback extending across the full width of the lot between the two side lot lines, the depth of which is the distance required by this chapter between the rear property line and the rear building located adjacent to the rear lot line. Section 5 That section 38.700.170 of the Bozeman Municipal Code be amended as follows with all other portions of the section remaining unchanged: Sec. 38.700.170. - S definitions. Street frontage.Any property line separating a lot from a street other than an alley.; the front lot line. Section 6 Repealer. All provisions of the ordinances of the City of Bozeman in conflict with the provisions of this ordinance are, and the same are hereby, repealed and all other provisions of the ordinances of 328 Ordinance 2061, Revise Front Setback Definition Page 5 of 6 the City of Bozeman not in conflict with the provisions of this ordinance shall remain in full force and effect. Section 7 Savings Provision. This ordinance does not affect the rights and duties that matured, penalties that were incurred or proceedings that were begun before the effective date of this ordinance. All other provisions of the Bozeman Municipal Code not amended by this ordinance shall remain in full force and effect. Section 8 Severability. That should any sentence, paragraph, subdivision, clause, phrase or section of this ordinance be adjudged or held to be unconstitutional, illegal, or invalid, the same shall not affect the validity of this ordinance as a whole, or any part or provision thereof, other than the part so decided to be invalid, illegal or unconstitutional, and shall not affect the validity of the Bozeman Municipal Code as a whole. Section 9 Codification. This Ordinance shall be codified as indicated in Sections 1-5. Section 10 Effective Date. This ordinance shall be in full force and effect thirty (30) days after final adoption. PROVISIONALLY ADOPTED by the City Commission of the City of Bozeman, Montana, on first reading at a regular session held on the 6th day of April 2021. 329 Ordinance 2061, Revise Front Setback Definition Page 6 of 6 ____________________________________ CYNDY ANDRUS Mayor ATTEST: ____________________________________ MIKE MAAS City Clerk FINALLY PASSED, ADOPTED, AND APPROVED by the City Commission of the City of Bozeman, Montana on second reading at a regularsession thereof held on the 20th of April, 2021. The effective date of this ordinance is ______________, 2021. _________________________________ CYNDY ANDRUS Mayor ATTEST: _______________________________ MIKE MAAS City Clerk APPROVED AS TO FORM: _________________________________ GREG SULLIVAN City Attorney 330 Memorandum REPORT TO:City Commission FROM:Anna Saverud, Assistant City Attorney Greg Sullivan, City Attorney SUBJECT:Ordinance 2073, Final Adoption Amending Chapter 22, BMC, Creating a Second Full Time Elected Office of Municipal Court Judge MEETING DATE:April 20, 2021 AGENDA ITEM TYPE:Ordinance RECOMMENDATION:Ordinance 2073, Final Adoption Amending Chapter 22, BMC, Creating a Second Full Time Elected Office of Municipal Court Judge STRATEGIC PLAN:3.1 Public Safety: Support high quality public safety programs, emergency preparedness, facilities, and leadership. BACKGROUND:The City of Bozeman’s Charter provides at Sec. 4.05 that there shall be a municipal court as prescribed by state law. Montana Code Annotated §3-6- 201 historically provided for the position of a part-time assistant municipal court judge. Chapter 22 of Bozeman Municipal Code codified the part-time assistant municipal court judge position for the Bozeman Municipal Court. Since 2009, the judge filling the part-time position has been selected by the elected municipal court judge and has served for the duration of the elected judge’s term, subject to approval by the Commission. The 2021 Montana Legislature amended §3-6-201, MCA to remove part-time assistant municipal court judges, in Senate Bill 127. This bill had bipartisan support passing the Senate 50-0 and the House 74-24. SB 127 was signed into law by the Governor Gianforte on April 10, 2021. The bill requires all judges serving in municipal courts in the State of Montana to be elected. The bill is effective a year after passage and approval. Ordinance 2073 amends the Bozeman Municipal Code to remove authorization for part-time assistant judges and create the office of a second full-time elected municipal court judge. To ensure compliance with the effective date of SB127 and to avoid the need for a special election, this ordinance is brought before the Commission so it may obtain provisional and final approval in time for the opening of candidacy filings for the November 2021 general election. Candidates may begin filing on April 22, 2021. Please refer to section 2 of the Ordinance. This ordinance will not affect the ability of the municipal court to appoint temporary judges. 331 UNRESOLVED ISSUES:None ALTERNATIVES:Continue to operate with one full-time elected municipal court judge but no part-time assistant judge. FISCAL EFFECTS:Currently the appointed and confirmed assistant judge is a .75 FTE so the fiscal effect will be in making that position full-time. There has also been a request made for additional support staff that will be addressed in the City Manager's requested budget. Attachments: Ordinance 2073 Final - Second Read.pdf SB0127.pdf Report compiled on: April 14, 2021 332 Ordinance 2073, Creation of Second Municipal Court Page 1 of 5 ORDINANCE NO. 2073 AN ORDINANCE OF THE CITY COMMISSION OF THE CITY OF BOZEMAN, MONTANA CREATING A SECOND OFFICE OF MUNICIPAL COURT JUDGE, AMENDING CHAPTER 22 OF THE BOZEMAN MUNICIPAL CODE, ESTABLISHING A STAGGERED ELECTION CYCLE FOR THE MUNICIPAL JUDGES, AND PROVIDING AN EFFECTIVE DATE. WHEREAS, pursuant to Sec. 4.05 of the City of Bozeman’s Charter, there shall be a municipal court as prescribed by state law; and WHEREAS, the City has previously created the office of a full time elected municipal court judge pursuant to Title 3, Chapter 6, MCA; Ordinance 1490, and the provisions of Bozeman Municipal Code Chapter 22; and WHEREAS, §3-6-201, MCA and Sec. 22.01.050, BMC provide for part-time assistant judges appointed by the elected municipal court judge and confirmed by the Bozeman City Commission to serve with all the rights and responsibilities of a full-time judge; and WHEREAS, the 2021 Montana Legislature amended §3-6-201, MCA, to remove the authorization for part-time assistant judges and now Montana state law requires all municipal court judges to be elected; and 333 Ordinance 2073, Creation of Second Municipal Court Page 2 of 5 WHEREAS, it is in the interests of the City to establish a second full-time elected municipal court judge position to comply with State law, to manage the municipal court’s caseload and to more efficiently administer justice in the City of Bozeman. NOW THEREFORE, BE IT ORDAINED BY THE CITY COMMISSION OF THE CITY OF BOZEMAN, MONTANA: Section 1 That Chapter 22 of the Bozeman Municipal Code shall be amended as follows and any sections within not amended herein shall remain in effect: Sec. 22.01.050 Office of municipal judge. The office of the municipal judge is hereby established for the city. There will be at least one two full-time municipal judges. The commission may change the number of full-time municipal judges by ordinance. as determined by ordinance of the commission and there may also be one or more part-time assistant judges appointed by the chief municipal judge subject to approval by the commission. If there is only one full-time judge, that judge shall be considered the chief judge. If there is more than one full-time judge, The chief judge of the municipal court shall be determined in accordance with title 3, chapter 6, of the Montana Code Annotated (MCA 3-6- 101 et seq.). Sec. 22.01.060. - Method of selection and term of office. Each person holding the office of full-time municipal judge will be elected at a general election and will hold office for a period of four years. Each assistant part-time judge shall serve for the term of the appointing full-time municipal judge. The terms of the municipal judges shall be staggered. Sec. 22.01.090. - Compensation and expenses. 334 Ordinance 2073, Creation of Second Municipal Court Page 3 of 5 A. The city commission will establish the annual salary or the annual rate of adjustment of the a municipal judge by resolution. A municipal judge who appoints an assistant judge will set the assistant judge's compensation. B. The municipal judges will receive any actual and necessary expenses as budgeted in the city's annual budget. Section 2 The City Commission hereby authorizes the creation of a second full time office of a municipal court judge to commence on the first Monday in January of 2022. The Bozeman City Commission hereby requests the Gallatin County Clerk and Recorder (Elections Administrator) to immediately commence with an election for the second full time municipal court judge to occur on November 2, 2021. Notwithstanding Section 1, the current part-time assistant municipal court judge position remains in effect and is duly authorized to continue in office until the newly elected municipal court judge takes office on January 3, 2022, at which time the position of part-time assistant municipal judge will terminate. Section 3 Repealer. All provisions of the ordinances of the City of Bozeman in conflict with the provisions of this ordinance are, and the same are hereby, repealed and all other provisions of the ordinances of the City of Bozeman not in conflict with the provisions of this ordinance shall remain in full force and effect. Section 4 Savings Provision. This ordinance does not affect the rights and duties that matured, penalties that were incurred or proceedings that were begun before the effective date of this ordinance. All other provisions of the Bozeman Municipal Code not amended by this ordinance shall remain in full force and effect. 335 Ordinance 2073, Creation of Second Municipal Court Page 4 of 5 Section 5 Severability. That should any sentence, paragraph, subdivision, clause, phrase or section of this ordinance be adjudged or held to be unconstitutional, illegal, or invalid, the same shall not affect the validity of this ordinance as a whole, or any part or provision thereof, other than the part so decided to be invalid, illegal or unconstitutional, and shall not affect the validity of the Bozeman Municipal Code as a whole. Section 6 Codification Instruction. The provisions of Section 1 shall be codified as appropriate in Chapter 22 of the Bozeman Municipal Code. Section 2 shall not be codified. Section 7 Effective Date. This ordinance shall be in full force and effect thirty (30) days after final adoption. 336 Ordinance 2073, Creation of Second Municipal Court Page 5 of 5 PROVISIONALLY ADOPTED by the City Commission of the City of Bozeman, Montana, on first reading at a regular session held on the 6th day of April, 2021. ____________________________________ CYNTHIA L. ANDRUS Mayor ATTEST: _______________________________ MIKE MAAS City Clerk FINALLY PASSED, ADOPTED, AND APPROVED by the City Commission of the City of Bozeman, Montana, on second reading at a regular session therefor held on the 20th day of April, 2021. ____________________________________ CYNTHIA L. ANDRUS Mayor ATTEST: _______________________________ MIKE MAAS City Clerk APPROVED AS TO FORM: ________________________________ GREG SULLIVAN City Attorney 337 67th Legislature SB 127 - 1 - Authorized Print Version – SB 127 ENROLLED BILL AN ACT REVISING LAWS ON THE SELECTION OF MUNICIPAL COURT JUDGES; ELIMINATING THE ABILITY OF A MUNICIPAL COURT JUDGE TO APPOINT A PART-TIME ASSISTANT JUDGE; AMENDING SECTION 3-6-201, MCA; AND PROVIDING A DELAYED EFFECTIVE DATE. BE IT ENACTED BY THE LEGISLATURE OF THE STATE OF MONTANA: Section 1. Section 3-6-201, MCA, is amended to read: "3-6-201. Number of judges -- election -- term of office -- chief judge -- duties of chief judge -- assistant judge. (1) The governing body of a city shall determine by ordinance the number of judges required to operate the municipal court. (2) A municipal court judge who is not a part-time assistant judge appointed under subsection (6) must be elected at the general election, as provided in 13-1-104(3). The judge's term commences on the first Monday in January following the election. The judge shall hold office for the term of 4 years and until a successor is elected and qualified. (3) Except as provided in subsection (2), all elections of municipal court judges are governed by the laws applicable to the election of district court judges. (4) (a) If there is more than one municipal court judge, the judges shall adopt a procedure by which they either: (i) select a chief municipal court judge at the beginning of each calendar year; or (ii) select a chief municipal court judge for a specific period of time. (b) If the judges cannot agree, the judge with the most seniority shall serve as the chief municipal court judge. (5) The chief municipal court judge shall provide for the efficient management of the court, in cooperation with the other judge or judges, if any, and shall: 338 67th Legislature SB 127 - 2 - Authorized Print Version – SB 127 ENROLLED BILL (a) maintain a central docket of the court's cases; (b) provide for the distribution of cases from the central docket among the judges, if there is more than one judge, in order to equalize the work of the judges; (c) request the jurors needed for cases set for jury trial; (d) if there is more than one judge, temporarily reassign or substitute judges among the departments as necessary to carry out the business of the court; and (e) supervise and control the court's personnel and the administration of the court. (6) A municipal court judge may, with the approval of the governing body of the city, appoint a part- time assistant judge, who must have the same qualifications as a judge pro tempore under 3-6-204, to serve during the municipal court judge's term of office. An order by a part-time assistant judge has the same force and effect as an order of a municipal court judge." Section 2. Effective date. [This act] is effective 1 year after passage and approval. - END - 339 I hereby certify that the within bill, SB 127, originated in the Senate. ___________________________________________ Secretary of the Senate ___________________________________________ President of the Senate Signed this _______________________________day of____________________________________, 2021. ___________________________________________ Speaker of the House Signed this _______________________________day of____________________________________, 2021. 340 SENATE BILL NO. 127 INTRODUCED BY C. FRIEDEL, B. BROWN, J. ELLSWORTH, C. GLIMM, G. HERTZ, S. HINEBAUCH, D. KARY, T. MANZELLA, T. MCGILLVRAY, B. MOLNAR, K. REGIER, L. BREWSTER, B. LER, J. READ, K. SEEKINS-CROWE, K. ZOLNIKOV AN ACT REVISING LAWS ON THE SELECTION OF MUNICIPAL COURT JUDGES; ELIMINATING THE ABILITY OF A MUNICIPAL COURT JUDGE TO APPOINT A PART-TIME ASSISTANT JUDGE; AMENDING SECTION 3-6-201, MCA; AND PROVIDING A DELAYED EFFECTIVE DATE. 341 Memorandum REPORT TO:City Commission FROM:Kristin Donald, Finance Director SUBJECT:Resolution 5261, Amending the Fiscal Year 2021 (FY21) Budget for the Community Housing Fund for the Purpose of Impact Fee Reimbursement for Emergency and Transitional Housing Projects MEETING DATE:April 20, 2021 AGENDA ITEM TYPE:Resolution RECOMMENDATION:I move to Approve Resolution 5261 Amending the Fiscal Year 2021 (FY21) Budget for the Community Housing Fund for the Purpose of Impact Fee Reimbursement for Emergency and transitional Housing Projects. STRATEGIC PLAN:4.5 Housing and Transportation Choices: Vigorously encourage, through a wide variety of actions, the development of sustainable and lasting housing options for underserved individuals and families and improve mobility options that accommodate all travel modes. BACKGROUND:The Resolution amends the Community Housing Fund Appropriation line item that was for down payment assistance and impact fee reimbursements as outlined in the inclusionary zoning ordinance (the incentives table is at 38.380.130. This table describes the impact fee subsidy and its uses. It indicates it is available for “lower-prices homes.” The cash in lieu provision is at 38.380.140.B.1. the cash-in-lieu amount is based on “each affordable home not built.”), and appropriate it for impact fee reimbursement for emergency and transitional housing projects. We budgeted $200,000 for down payment assistance and impact fee reimbursement. There has been no requests this fiscal year and currently there are no qualifying homes coming online. The projects to be funded are: Housing First Village (HFV) is a supportive housing development meant to serve our community members who experience chronic homelessness. Nineteen (19) tiny homes will be developed this year and next, with onsite and direct service provided to residents, most of whom with a household income of less than 30% of Area Median Income. 342 Haven is responding to a community need for safe shelter for people experiencing partner and other violence by developing a 40 bed shelter. The shelter will be situated next to a community resource center, providing our community with a safe and welcoming space to openly learn about and discuss intimate partner violence – decreasing secrecy and stigma, and increasing community awareness and investment in safer outcomes for vulnerable community members. The Community Housing Action Plan states that Community Housing includes all dwelling types, including transitional homes and emergency shelters. One of the Action Plan objectives states that it is crucial that “… community housing serves the full range of incomes without losing sight of safety net programs for extremely low income and homeless families.” Both the Housing First Village and Haven projects address housing needs of our most vulnerable community members. Offsetting a portion of the impact fees with Community Housing Fund dollars provides a crucial benefit to each project, and the community members they will serve for many years. We are proposing to fund each project $75,000 (both projects have estimated impact fees of $100,000 each), which would leave $50,000 for any homes that qualify for the down payment assistance and impact fee reimbursement come online. At their April 14, 2021 meeting, the Community Affordable Housing Advisory Board reviewed and recommended City Commission approval of Resolution 5261, Amending the Fiscal Year 2021 (FY21) Budget for the Community Housing Fund for the Purpose of Impact Fee Reimbursement for Housing First Village and Haven’s Shelter. UNRESOLVED ISSUES:None. ALTERNATIVES:As suggested by the Commission. FISCAL EFFECTS:None, this resolution only changes current appropriations and does not change the total appropriation. $150,000 of the $200,000 appropriated for down payment assistance and impact fee reimbursement for single family homes would go towards impact fee reimbursement for emergency and transitional housing projects. Attachments: Resolution 5261 Budget Amendment Community Housing Fund.docx 343 HFV impact fee reimbursement request.pdf Haven Impact Fees.pdf Report compiled on: February 23, 2021 344 RESOLUTION NO. 5261 A RESOLUTION OF THE CITY COMMISSION OF THE CITY OF BOZEMAN, MONTANA, AMENDING THE CITY’S ANNUAL BUDGET TO MAKE CHANGES TO THE OPERATING IN THE COMMUNITY HOUSING FUND APPROPRIATIONS APPROVED JUNE 22, 2020. WHEREAS,the City Commission did, on the 22nd day of June, 2020, after due and proper legal notice, conduct a public hearing and adopt a municipal budget for Fiscal Year 2020- 2021 (Fiscal Year 2021); and WHEREAS,the City Commission did, on the 20th day of April, 2021, after due and proper legal notice, conduct a public hearing on proposed amendments to the municipal budget. NOW, THEREFORE, BE IT RESOLVED by the City Commission of the City of Bozeman, Montana, to wit: Section 1 – Appropriation Additions The City Commission of the City of Bozeman, Montana, does hereby authorize and instruct expenditures in the Community Housing Fund appropriated for down payment assistance and impact fee reimbursement for single family homes go towards to impact fee reimbursement for emergency and transition housing projects. Section 2 Pursuant to Section 7-6-4030, M.C.A., this resolution, upon its passage, shall be in full force and effect on July 1, 2020. 345 Section 3 That should it be found by any court of competent jurisdiction that any section, clause, portion, sentence, word, or phrase of this resolution is deemed to be contrary to any existing law or regulations, that in this instance, it is the intent of the City Commission of the City of Bozeman, Montana, that all other portions, sections, words, clauses, phrases, or paragraphs of this document shall remain in full force and effect. PASSED, ADOPTED, AND APPROVED by the City Commission of the City of Bozeman, Montana, at a regular session thereof held on the 20th day of April, 2021. ___________________________________ CYNDY ANDRUS Mayor ATTEST: ___________________________________ MIKE MAAS City Clerk APPROVED AS TO FORM: ___________________________________ GREG SULLIVAN City Attorney 346 November 30, 2020 Mr. Marty Matsen Director of Community Development City of Bozeman P.O. Box 1230 Bozeman, MT 59771 Dear Director Matsen: HRDC has submitted a site plan and SUP for our Housing First Village (HFV), a transformational, tiny home development that will provide supportive housing to community members experiencing chronic homelessness. This project, the first of its kind in Montana, has been the result of years of work between HRDC, Montana State University’s School of Architecture, Bozeman’s faith-based community, and partners in our FUSE initiative, including the City of Bozeman. HFV has also been selected as one of four national contract awardees in the Fannie Mae Sustainable Communities e program, elevating our community’s efforts to the national stage. As we near the construction of the homes, HRDC requests reimbursement of impact fees associated with HFV. This project will provide affordable 19 homes for some of our most vulnerable residents. It is anticipated that most HFV renters will earn less than 30% Area Median Income, a population with extremely limited rental options. Further, HFV will target individuals that have struggled to maintain housing and offer supportive services geared to achieving stability. Information gathered from the FUSE initiative suggests that HFV could result in a 57% reduction in the community costs associated with chronic homelessness. This is consistent with the results of other communities across the nation that have implemented supportive housing as an approach to addressing housing stability. Impact fee assistance from the City is an important part of reducing the development costs of HFV. Rents for very-low-income populations typically cover operating costs and do not leave room for debt service. Reducing development costs allows us to deliver an affordable, sustainable product that will benefit the community for years to come. Thank you for your consideration of this request. Best Wishes, Tracy Menuez Associate Director 347 Haven 1 | P a g e Need for the project: Last fiscal year, Haven saw a 13% increase in support line calls, an 84% increase in nights provided in hotels, a 53% increase in the number of survivors who stayed in Haven’s shelter, a 7% increase in those who accessed services from Haven’s legal advocate, an 11% increase in those who received counseling, and an 8% increase in community members who were educated about domestic violence. Despite the many significant increases that the service numbers from last fiscal year reveal, we do not feel like they paint the whole picture of escalated violence, as we know that many have been unable to reach out for help as they remain at home with their abusers through the pandemic. Haven’s current shelter does not house men, the capacity has been reduced due to COVID and it is consistently full. When a community member reaches out to Haven for emergency shelter and our shelter cannot accommodate them, Haven arranges for them to stay at a hotel until other arrangements are made. In the last 6 months Haven provided 234 hotel nights to men, women and children in our community. While the expense of this is immense, it pales in comparison to survivor experience and how that differs from the experience of survivors in Haven’s shelter where they have support from other residents as well as Haven advocates on site. Alone in hotels, survivors are further isolated away from the resources they need to move forward. Project description: In 1982, Haven purchased a home in Bozeman where those in need of safety could find a place of refuge and healing. Built 100 years ago to be a single-family home, it now houses up to five families at any given time. In this aging shelter, survivors share bedroom, bathroom, kitchen, and living room spaces. Despite its cramped conditions, the shelter is consistently at capacity. Haven’s advocates and counselors also work in this space to empower people experiencing trauma and working to rebuild their lives. In keeping with policies of an earlier time, the location has been kept a secret to protect those who seek its shelter. Haven has outgrown this space both in size and in concept. The house is old and falling apart, just as the notion that domestic and sexual violence should be kept a secret is dated and invalid. Haven’s goal is to create a secure facility in a disclosed location that will expand capacity and services, promote healing, welcome the community, and embody the need to end the secrecy, isolation, and stigma that has too long been associated with domestic violence. 348 Haven 2 | P a g e Community Benefit: Bozeman's recent spike in housing prices has caused many hardships. With the median home price now at approximately $600,000 and renting costs following suit, Bozeman is an expensive place to live for most people; for someone trying to find the resources to leave an abusive relationship, however, those costs can be insurmountable. These costs often lead to the survivor of abuse staying in the abusive relationship for months or years longer. Haven is that safety net for survivors who do not yet have the resources needed to rent or own a home of their own. To paint a picture of where Haven's shelter guests fall on the economic spectrum, 100% of our guests last year fell below the federal poverty line. The number of survivors who self-reported as homeless (87) continues to be the largest underserved group that Haven serves. Intimate partner violence (IPV) is often a contributing factor or cause of homelessness. Studies have shown that 50-84% of homeless females are also survivors of IPV. Because of this common co- occurrence, Haven participates in the Greater Gallatin Homeless Action Committee to enhance community collaboration in meeting the needs of our local homeless population. Haven also removes financial barriers for services by providing free shelter, general and legal advocacy, as well as therapy and other services to survivors. Another contributing factor for a small decrease in this number could be the efficacy of the Coordinated Entry group which maintains and assists known community members who are experiencing homelessness. Haven's new, 40-bed shelter will help the City meet its goal of providing 5,800 housing units, 16% of which are slated to be emergency and transitional housing. Beyond the immediate response of providing a safe place to stay for at least 40 people at one time, Haven's new shelter will help us as an organization shift the community conversation around intimate partner violence and housing in general. By providing a community resource center adjacent to the shelter, Haven's goal is to introduce Bozeman to our organization and mission in an effort to decrease the stigma that all too often surrounds intimate partner violence. In doing so, we hope to educate our neighbors and ultimately reduce the prevalence of intimate partner violence and thereby reduce the need for shelter. This work will take generations, but we are grateful to take this one large leap forward in the paradigm shift. 349 Haven 3 | P a g e Project Budget: Impact of these funds: Haven’s project has evolved and expanded over the years. The project that we outlined over three years ago when we launched the fundraising campaign was $8,000,000 and now, with the growth in the need for Haven’s services and the impacts of the pandemic, our budget is significantly more. To date, we have raised $8,300,000 and Haven will continue to raise money until we have the funds we need to provide the shelter that our community members deserve. As Haven continues to grow, and the needs in our community shift, we will continue to adapt accordingly. Haven Shelter Summary of Project Costs Contstruction Fee $5,881,937 Martel Pre-Construction Fee $23,220 MASS Design Fees $623,878 Owner Expenses $175,661 Owner Contingency $120,000 Permit and Impact Fees $113,434 Testing and Inspections $72,545 Campaign Budget $2,000,000 Total $9,010,676 350 Memorandum REPORT TO:City Commission FROM:Chris Saunders, Community Development Manager Martin Matsen, Community Development Director SUBJECT:South University District Phase 3 Amended Preliminary Plat and Subdivision Variance to Revise Conditions of Approval for Application 19090, a 10 Lot Major Subdivision Located Southeast of the Intersection of Kagy Boulevard and S. 19th Avenue, Relating to Installation of Infrastructure and On-Site Construction, Application 21066 (Quasi-judicial) MEETING DATE:April 20, 2021 AGENDA ITEM TYPE:Community Development - Quasi-Judicial RECOMMENDATION: City Commission Recommended Motion: Having reviewed and considered the application materials, public comment, and all the information presented, I hereby adopt the findings presented in the staff report for application 21066 and move to approve the subdivision variance to Article 38.270 with conditions and subject to all applicable code provisions. City Commission Recommended Motion: Having reviewed and considered the application materials, public comment, and all the information presented, I hereby adopt the findings presented in the staff report for application 21066 and move to approve the subdivision with conditions and subject to all applicable code provisions. STRATEGIC PLAN:4.2 High Quality Urban Approach: Continue to support high-quality planning, ranging from building design to neighborhood layouts, while pursuing urban approaches to issues such as multimodal transportation, infill, density, connected trails and parks, and walkable neighborhoods. BACKGROUND:This application is to modify conditions of approval and phasing of the development from the original application of a subdivision (19090) for which the Findings of Fact were approved on December 15, 2020. The applicant, RTR Holdings II, LLC proposes to divide the existing 74.87-acre Lot 2 of the South University District, Phase 2 Minor Subdivision into ten lots and rights of way. A subdivision variance is also requested relating to the timing of installation of infrastructure and ability to draw a building permit. See the attached staff report for more information. The findings of fact for the initial approval as Application 19090 is also attached for reference. The draft Improvements Agreement (IA) needed to address the phased 351 installation of infrastructure related to the subdivision variance is attached for reference. The IA will be finalized to correspond with the final phasing plan. Yellow highlights in the IA indicate locations for updates. UNRESOLVED ISSUES:None. ALTERNATIVES:1. Approval of the application with the recommended conditions; 2. Approval the application with modifications to the recommended conditions; 3. Denial of the application based on the Commission’s findings of non- compliance with the applicable criteria contained within the staff report; or 4. Open and continue the public hearing on the application, with specific direction to staff or the applicant to supply additional information or to address specific items. FISCAL EFFECTS:See staff report. Attachments: 21066 CC Staff Report - Final.pdf Application Packet for Agendas.pdf 19- Findings of Fact and Order - South University District Phase 3 Major Subdivision, Application 19090.pdf IA SUD Ph3 - CC DRAFT 4-9-2021.docx Report compiled on: April 7, 2021 352 Page 1 of 22 21066, City Commission Staff Report for the South University District Amended Phase 3 Subdivision and Variance Public Hearing Date: Planning Board, April 19, 2021 at 6:00 pm. Via WebEx. City Commission, April 20, 2021 at 6:00pm. Via WebEx. Project Description: The amended subdivision is a ten lot major subdivision preliminary plat of a 74.87-acre lot to create one lot for commercial development, three restricted development lots, four open space lots, two city park lots and dedicated rights-of-way within the boundaries of the South University District Master Plan. The amendment requests to revise existing conditions of approval and code requirements and includes a subdivision variance to 38.270, Improvements and Guarantees, Bozeman Municipal Code. The purpose of the amendment and variance is to enable phased construction of infrastructure and flexible timing of on-site construction within the subdivision. The subject property is zoned REMU, Residential Emphasis Mixed Use. Project Location: The subject parcel is located southeast of the Intersection of Kagy Blvd. and S. 19th Avenue. It is legally described as Lot 2, Phase 2, South University District Subdivision, situated in the Northwest One-Quarter (NW ¼), Section 24, Township Two South (T2S), Range Five East (R5E), P.M.M., Gallatin County, Montana. Recommendation: Approval with conditions and code requirements Planning Board Recommended Motion: Having reviewed and considered the application materials, public comment, and all the information presented, I hereby adopt the findings presented in the staff report for application 21066 and move to recommend approval of the subdivision with conditions and subject to all applicable code provisions. City Commission Recommended Motion: Having reviewed and considered the application materials, public comment, and all the information presented, I hereby adopt the findings presented in the staff report for application 21066 and move to approve the subdivision variance to Article 38.270 with conditions and subject to all applicable code provisions. City Commission Recommended Motion: Having reviewed and considered the application materials, public comment, and all the information presented, I hereby adopt the findings presented in the staff report for application 21066 and move to approve the subdivision with conditions and subject to all applicable code provisions. Report Date: April 7, 2021 Staff Contact: Chris Saunders, Community Development Manager Karl Johnson, Engineer Agenda Item Type: Action (Quasi-judicial) 353 21066 City Commission Staff Report – South University District Amended Ph. 3 Subdivision Page 2 of 22 EXECUTIVE SUMMARY Unresolved Issues None. Project Summary This application is to modify conditions of approval and phasing of the development from the original application of a subdivision (19090) for which the Findings of Fact were approved on December 15, 2020. The applicant, RTR Holdings II, LLC proposes to divide the existing 74.87- acre Lot 2 of the South University District, Phase 2 Minor Subdivision into ten lots and rights of way. A subdivision variance is also requested relating to the timing of installation of infrastructure and ability to draw a building permit. The intent is to plat all lots with development restrictions to enable transfer of lots to fund installation of the infrastructure to support the development. The four blocks which will be created are all large in size and will require additional development review before being able to begin construction. Phasing of infrastructure is an essential element of this application. The City of Bozeman Department of Community Development received a preliminary plat application on February 16, 2021, requesting a modification to the major subdivision as it was initially approved by City Commission. The application was deemed adequate on March 17, 2021 and review continued. The final decision for a Major Subdivision must be made within 60 working days of the date it was deemed adequate, or in this case, by June 9, 2021. The City Commission unanimously approved the initial preliminary plat on October 21, 2019. Planning Board The Planning Board held a public hearing on April 19, 2021. Due to the schedule of hearings this report will be supplemented with a memo after the Planning Board hearing and before the City Commission hearing to include the recommendation of the Planning Board. Alternatives 1. Approval of the application with the recommended conditions; 2. Approval the application with modifications to the recommended conditions; 3. Denial of the application based on the Commission’s findings of non-compliance with the applicable criteria contained within the staff report; or 4. Open and continue the public hearing on the application, with specific direction to staff or the applicant to supply additional information or to address specific items. 354 21066 City Commission Staff Report – South University District Amended Ph. 3 Subdivision Page 3 of 22 TABLE OF CONTENTS EXECUTIVE SUMMARY ........................................................................................................... 2 Unresolved Issues ............................................................................................................... 2 Project Summary ................................................................................................................. 2 Planning Board .................................................................................................................... 2 Alternatives ......................................................................................................................... 2 SECTION 1 - MAP SERIES .......................................................................................................... 4 SECTION 2 - RECOMMENDED CONDITIONS OF APPROVAL ............................................ 7 SECTION 3 – REQUIRED CODE PROVISIONS .................................................................... 11 SECTION 4 - RECOMMENDATIONS AND FUTURE ACTIONS........................................ 11 SECTION 5 - STAFF ANALYSIS AND FINDINGS ............................................................... 11 Applicable Subdivision Review Criteria, Section 38.240.130, BMC............................... 11 Primary Subdivision Review Criteria, Section 76-3-608 ................................................. 13 Preliminary Plat Supplements ........................................................................................... 15 Subdivision Variance ........................................................................................................ 16 APPENDIX A –PROJECT SITE ZONING AND GROWTH POLICY ................................... 19 APPENDIX B – NOTICING AND PUBLIC COMMENT ....................................................... 21 APPENDIX C - OWNER INFORMATION .............................................................................. 21 FISCAL EFFECTS ...................................................................................................................... 21 ATTACHMENTS ........................................................................................................................ 21 355 21066 City Commission Staff Report – South University District Amended Ph. 3 Subdivision Page 4 of 22 SECTION 1 - MAP SERIES Zoning Map of Subject Property 356 21066 City Commission Staff Report – South University District Amended Ph. 3 Subdivision Page 5 of 22 Map of Future Land Use 357 21066 City Commission Staff Report – South University District Amended Ph. 3 Subdivision Page 6 of 22 Approved South University District Master Site Plan 358 21066 City Commission Staff Report – South University District Amended Ph. 3 Subdivision Page 7 of 22 Plat of overall development SECTION 2 - RECOMMENDED CONDITIONS OF APPROVAL Please note that these conditions are in addition to any required code provisions identified in this report. This application proposes phases. Unless a condition is specific to an individual phase, all comments and code requirements apply to any final plat of all phases. This amended preliminary plat is to modify conditions of approval and phasing. Only those conditions which are the specific focus of the review are changing. Unless specifically listed below the conditions of approval remain as adopted in the findings of fact for application 19090. Code requirements adjust as needed to match with the amended preliminary plat and supporting materials. Some edited text in modified condition 3 is shown in red to make it easier for the reader to identify what is being changed. The color does not alter meaning. 359 21066 City Commission Staff Report – South University District Amended Ph. 3 Subdivision Page 8 of 22 Recommended Conditions of Approval: 1. Conditions not specifically modified with this application remain as approved in the findings of fact for application 19090. 2. The approved Master Site Plan is still in effect and all standards for future development, e.g. additional street installation apply with future development. 3. A 1 foot no access strip must be placed along all lots fronting on South 19th Street. 4. A 1 foot no access strip must be placed along all lots fronting on West Kagy Boulevard. 5. The final plat must contain the following notation on the Conditions of Approval sheet in the final plat: a. All downstream irrigation water user facilities must be protected. b. Lot access must be constructed to the standard set forth by the City of Bozeman Design Standards and Specifications Policy, and the City of Bozeman Modifications to the State Public Works Standard Specifications per Bozeman Municipal Code requirements. 6. Several signature blocks on the first page of the plat note "Irrigation Improvements", but the listed improvements are something else. The signature blocks of the plat sheet must have proper notations for respective improvements. 7. The applicant must dedicate all required public easements, and the easements must be provided on the City’s standard template easement documents separate from the plat prior to final plat approval. The recorded document number must be listed on the final plat. 8. If the City Commission approves the variance to 38.270 BMC the following conditions are included with the approval; if the variance is NOT approved they are removed from the subdivision and will not be included in the findings of fact: a. The applicant must provide a financial guarantee in a form suitable to the City Attorney and in an amount equal to 150% of the estimated improvements cost prior to final plat approval for the Common Improvements as shown on the phasing plan. The estimated improvements cost must be based on City bid unit price construction costs and reviewed and approved by the City Engineering Division prior to submitting the financial guarantee. b. The final plat must be subject to an improvements agreement acceptable to the City Attorney addressing the phasing and timing of infrastructure installation, restricting construction unless adequate security has been provided, and 360 21066 City Commission Staff Report – South University District Amended Ph. 3 Subdivision Page 9 of 22 providing for transfer of infrastructure obligations and revised security to subsequent landowners. c. The bullet lists of infrastructure improvements must be consistent throughout the document titled, “South University District Phase 3 Major Subdivision Phasing Plan to Facilitate Written Concomitant Construction Approval”. The applicant must be clear about what improvements are included in each major infrastructure element. Under the Block 3 and Block 4 “Miscellaneous” headings in the document titled, “South University District Phase 3 Major Subdivision Phasing Plan to Facilitate Written Concomitant Construction Approval” the word “likely” must be removed. d. The Certificate of Completion of Improvements, as written, notes the Public Works Department is accepting infrastructure improvements, but the infrastructure will only have been financially guaranteed. The note on the final plat must reflect infrastructure financially guaranteed and elements of infrastructure not in place at the time of final plat. Public infrastructure must be installed per the phasing plan or guaranteed prior to final plat approval. The phasing plan must be referenced on the plat or included in a separate document filed with the County Clerk and Recorder to be filed simultaneously with the final plat. e. Condition 3 of application 19090 (notice of restrictions due to uninstalled infrastructure) is revised to read “In accordance with Section 38.270.030 BMC, all lots without all required infrastructure installed must be subject to the following note to be placed on the Conditions of Approval sheet of the final plat – ‘NOTICE IS HEREBY GIVEN to all potential purchasers of Lot 1 Block 1; Lot 1, Block 2; Lot 1 Block 3 and Lot 1 Block 4 of the South University District Phase 3 Major Subdivision, City of Bozeman, Gallatin County, Montana, that the final plat of the subdivision was approved by the Bozeman City Commission without completion of certain on and off site improvements required under the Bozeman Municipal Code, as is allowed in Chapter 38.39 38.270 of the Bozeman Municipal code. As such, this Restriction is filed with the final plat that stipulates that any use of these lots is subject to further subdivision or plan review, and no certificate of occupancy development of this these lots shall occur be granted until all on and off site improvements are completed as required under the Bozeman Municipal Code. THEREFORE, BE ADVISED, that Building Permits Certificates of Occupancy will not be issued for Lot 1 Block 1, Lot 1 Block 2, Lot 1 Bock 3, and Lot 1 Block 4 of the South University District Phase 3 Major Subdivision, City of Bozeman, Gallatin County, Montana until all required on and off site improvements for SUD Phase 3 Major Subdivision 361 21066 City Commission Staff Report – South University District Amended Ph. 3 Subdivision Page 10 of 22 are completed and accepted by the City of Bozeman in accordance with the accepted Phasing Improvements Plan for SUD Phase 3 Major Subdivision. No building structure requiring water or sewer facilities shall be utilized granted a certificate of occupancy on this these lots until the restriction is lifted. This restriction runs with the land and is revocable only by further subdivision, plan review, or the written consent of the City of Bozeman.’” f. Condition 8 of application 19090 (installation of subdivision improvements) is revised to read: “The subdivision improvements shown on the subdivision improvements plan, sheets, C1.0, C1.1, C4.1, and C42 must be installed prior to final plat approval or guaranteed and installed within 1 year of final plat approval per BMC 38.270.030.B. or as allowed by the subdivision variance.” 9. If the City Commission does NOT approve the variance to 38.270 BMC the following conditions are included with the decision; if the variance is approved they are removed from the subdivision and will not be included in the findings of fact: a. Condition 3 of application 19090 (notice of restrictions due to uninstalled infrastructure) is revised to read “In accordance with Section 38.270.030 BMC, all lots without all required infrastructure installed must be subject to the following note to be placed on the Conditions of Approval sheet of the final plat – ‘NOTICE IS HEREBY GIVEN to all potential purchasers of Lot 1 Block 1; Lot 1, Block 2; Lot 1 Block 3 and Lot 1 Block 4 of the South University District Phase 3 Major Subdivision, City of Bozeman, Gallatin County, Montana, that the final plat of the subdivision was approved by the Bozeman City Commission without completion of certain on and off site improvements required under the Bozeman Municipal Code, as is allowed in Chapter 38.39 38.270 of the Bozeman Municipal code. As such, this Restriction is filed with the final plat that stipulates that any use of these lots is subject to further subdivision or plan review, and no development of this these lots shall occur until all on and off site improvements are completed as required under the Bozeman Municipal Code. THEREFORE, BE ADVISED, that Building Permits will not be issued for Lot 1 Block 1, Lot 1 Block 2, Lot 1 Bock 3, and Lot 1 Block 4 of the South University District Phase 3 Major Subdivision, City of Bozeman, Gallatin County, Montana until all required on and off site improvements for SUD Phase 3 Major Subdivision are completed and accepted by the City of Bozeman in accordance with the accepted Phasing Improvements Plan for SUD Phase 3 Major Subdivision. No building structure requiring water or sewer facilities shall be utilized on this these lots until the restriction is lifted. This restriction runs with the land and is revocable only by further subdivision, plan review, or the written consent of the City of Bozeman. b. The Certificate of Completion of Improvements, as written, notes the Public Works Department is accepting infrastructure improvements, but the 362 21066 City Commission Staff Report – South University District Amended Ph. 3 Subdivision Page 11 of 22 infrastructure may only have been guaranteed. The note on the final plat must reflect infrastructure guaranteed and elements of infrastructure not in place at the time of final plat. SECTION 3 – REQUIRED CODE PROVISIONS 1. Code provisions remain as identified in the findings of fact for application 19090 except as needed to address revised conditions and the subdivision variance. 2. Code correction 13 of application 19090 (phasing) is modified to correspond to the revised phasing plan and updated plan sheets C1.0 and C1.1. SECTION 4 - RECOMMENDATIONS AND FUTURE ACTIONS The DRC determined that the application was adequate for continued review on March 17, 2021. The Planning Board will conduct a public hearing to review the preliminary plat and make a recommendation to the City Commission. The public hearing date for the Planning Board is on April 19, 2021 at 6:00pm via WebEx. The public hearing date for the City Commission is on April 20, 2021 at 6:00pm via WebEx. SECTION 5 - STAFF ANALYSIS AND FINDINGS Analysis and resulting recommendations are based on the entirety of the application materials, municipal codes, standards, and plans, public comment, and all other materials available during the review period. Collectively this information is the record of the review. The analysis is a summary of the completed review. Applicable Subdivision Review Criteria, Section 38.240.130, BMC. In considering applications for subdivision approval under this title, the advisory boards and City Commission shall consider the following: 1) Compliance with the survey requirements of Part 4 of the Montana Subdivision and Platting Act The preliminary plat has been prepared in accordance with the survey requirements of the Montana Subdivision and Platting Act by a Professional Engineer registered in the State of Montana. As noted in recommended condition of approval number 2 of the original findings of fact for 19090, the final plat must comply with State statute, Administrative Rules of Montana, and the Bozeman Municipal Code. 2) Compliance with the local subdivision regulations provided for in Part 5 of the Montana Subdivision and Platting Act The final plat must comply with the standards identified and referenced in the Bozeman Municipal Code (BMC). The applicant is advised that unmet code provisions, or code provisions that are not 363 21066 City Commission Staff Report – South University District Amended Ph. 3 Subdivision Page 12 of 22 specifically listed as a condition 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. Sections 2 and 3 of this report and the findings of fact for application 19090 identify conditions and code requirements necessary to meet all regulatory standards for the subdivision. Therefore, upon satisfaction of all conditions and code corrections the subdivision will comply with the local subdivision regulations. 3) Compliance with the local subdivision review procedures provided for in Part 6 of the Montana Subdivision and Platting Act The City of Bozeman Department of Community Development received a preliminary plat application on February 16, 2021, requesting a modification to the major subdivision as it was approved by City Commission on December 12, 2019. The application was deemed adequate for review on March 17, 2021 and review continued. The final decision for a Major Subdivision must be made within 60 working days of the date it was deemed adequate, or in this case, by June 9, 2021. The City Commission is scheduled to review the preliminary plat and make a decision at their April 20, 2021 public hearing. The hearings before the Planning Board and City Commission have been properly noticed as required by the Bozeman Municipal Code. Based on the recommendation of the DRC and other applicable review agencies, as well as any public testimony received on the matter, the Planning Board shall forward a recommendation to the City Commission, which will make the final decision on the applicant’s request. Public notice for this application was given as described in Appendix B. On April 7th, this major subdivision staff report was completed and forwarded with a recommendation of conditional approval for consideration by the Planning Board. 4) Compliance with Chapter 38, BMC and other relevant regulations Based on review of the DRC and the Department of Community Development all applicable regulations appear to be met if all code requirements and conditions are satisfied. Pertinent code provisions and site specific requirements are included in Sections 2 and 3 of the findings of fact for application 19090 and this report. Analysis for compliance with the required subdivision variance standards is below in this section. 5) The provision of easements to and within the subdivision for the location and installation of any necessary utilities All easements, existing and proposed, must be accurately depicted and addressed on the final plat and in the final plat application. Therefore, all utilities and necessary utility easements will be provided and depicted accordingly on the final plat. All city utilities will be located within dedicated street rights of way or are required by condition to be located within easements. See Condition 7. 364 21066 City Commission Staff Report – South University District Amended Ph. 3 Subdivision Page 13 of 22 6) The provision of legal and physical access to each parcel within the subdivision and the notation of that access on the applicable plat and any instrument transferring the parcel All of the proposed lots have frontage to proposed public streets required to be constructed to City standards per BMC 38.400 and associated design standards. In addition, pursuant to BMC 38.400.090.A, plats must contain a statement requiring lot accesses to be built to the standard contained in this section, the city design standards and specifications policy, and the City modifications to state public works standard specifications. See Condition 5. The larger blocks are of a size suitable for further subdivision. Should that occur, further analysis for location of additional local streets will be conducted to ensure legal and physical access are provided. The City controls access to collectors and arterial streets to limit vehicle conflicts, and improve traffic efficiency. Conditions are included to require a no access strip along Kagy Blvd and S. 19th Avenue to accomplish these purposes. Primary Subdivision Review Criteria, Section 76-3-608 1) The effect on agriculture This amended subdivision will not impact agriculture on the site. The subject property is designated as residential mixed use according to the City of Bozeman Community Plan. The area is zoned for residential and commercial uses, has been annexed and previously subdivided for urban uses, but is presently undeveloped. The amendment does not change the allowed intensity or nature of the approved uses. The requested variance addresses coordination between infrastructure installation and timing for construction of buildings. No viable farm units exist on the property. The subdivision will not have adverse effects on agriculture. 2) The effect on Agricultural water user facilities This subdivision will not impact agricultural water user facilities. There are no known active agricultural water use facilities located within the subdivision. The area is zoned for residential emphasis mixed use and has been under the process of development for many years. Mandeville Creek, which crosses the property north to south is located within the previously approved park and should be minimally impacted. The subdivision variance does not alter the scope of impacts. Condition 5 requires that downstream irrigators be protected should an impacted party be identified. 3) The effect on Local services Water/Sewer – Municipal water and sewer mains exist in the adjacent street rights of way to serve the development. Capacity for further development per the approved master site plan for the project is available. Installation of water and sewer will be phased in conjunction with the street improvements. No changes to conditions of approval relating uniquely to water and sewer are proposed. The subdivision variance will alter when the improvements are installed. However, coordination between phases can be appropriately addressed with infrastructure design. Installation of water and sewer will be coordinated with installation of overlying streets. 365 21066 City Commission Staff Report – South University District Amended Ph. 3 Subdivision Page 14 of 22 Streets – The Growth Policy and subdivision standards require adequate connectivity of the street grid to ensure sufficient infrastructure to serve the needs of the public and alleviate congestion. The preliminary plat layout provides the missing link in Stucky Road to connect S. 19th and S. 11th Avenues. This will provide an essential connection in support both of this development and the future rebuild of Kagy Blvd. Phasing of street construction is an essential element of this amended preliminary plat. The applicant proposes to divide street construction into Common Infrastructure – S. 19th Avenue and Stucky Road improvements, and then the local street frontage to individual blocks. The current standard in the municipal code is for all streets to be constructed or for building permits to be restricted with the final plat. This code provision was created when the majority of subdivision development was for individual residential lots not subject to further site plan or subdivision review. It was necessary to have the streets constructed up front due to the difficulties in coordinating many contractors finishing small segments of streets and the disconnected and nonfunctional street that would result. If the variance is approved, the code and conditions of approval assure and secure street completion through a combination of an improvements agreement with suitable security and a restriction on the ability to construct or occupy on the created lots until the street is complete. In this application, the four blocks being created are very large and not suitable for development without further subdivision or site plan review. The variance request seeks approval for the building restriction to be applied to occupancy rather than initial construction. The City will have the ability to review and ensure adequate construction through the improvement agreement and security which will be in place. In addition, the City will have the opportunity to review any further subdivision or site plan proposal and place further conditions at that time to manage construction of the street. The City has the authority to limit the scope of what may be constructed on an individual lot prior to completion of infrastructure during subsequent review of development on individual blocks. Police/Fire – The area of the subdivision is within the service area of both these departments. No concerns on service availability have been identified. The necessary addresses will be provided to enable 911 response in conjunction with future further subdivision and site plan review. Stormwater - The subdivision will construct storm water control facilities to conform to municipal code. Inspection of installed facilities prior to final plat will verify that standards have been met. Maintenance of the storm water facilities is an obligation of the property owners’ association. Each phase is obligated to install the stormwater controls relevant to that phase. Therefore, adequate stormwater treatment should be provided. Parklands - The original subdivision proposal meets the required park dedication and improvement standards. The Recreation and Parks Advisory Board recommended approval of the park master plan with earlier review. A final park plan will be completed and approved with the initial final plat. This issue was previously reviewed with application 19090 and the 366 21066 City Commission Staff Report – South University District Amended Ph. 3 Subdivision Page 15 of 22 necessary conditions or code requirements identified. Review for individual blocks will be conducted as they develop. The proposed phasing divides responsibility for installation of park improvements among the individual blocks. The division lines appear proportionate and workable. Each portion is of a sufficient size to meet anticipated needs for the assigned block. 4) The effect on the Natural environment A watercourse, Mandeville Creek, crosses the site from south to north. The creek is located within the previously approved park. Two crossings for Stucky Road and Arnold Street were previously approved. This issue was previously reviewed with application 19090 and the necessary conditions or code requirements identified. No differences have been identified with this amendment and variance. 5) The effect on Wildlife and wildlife habitat The subdivision will not significantly impact wildlife and wildlife habitat. The site has been substantially impacted by small grain production and prior development activity which has reduced wildlife habitat. There are no known endangered or threatened species on the property. 6) The effect on Public health and safety The intent of the regulations in Chapter 38 of the Bozeman Municipal Code is to protect the public health, safety and general welfare. The subdivision has been reviewed by the DRC which has determined that it is in general compliance with Chapter 38. Conditions deemed necessary to ensure compliance are noted throughout this staff report. All subdivisions must be reviewed against the criteria listed in 76-3-608.3.b-d, Mont Code Annotated. The provision of municipal infrastructure and transportation is one of the key ways in which the public health and safety is protected. See the discussion under criterion 3 above. The Department of Community Development has reviewed this application against the listed criteria and provides the following summary for submittal materials and requirements. Preliminary Plat Supplements A subdivision pre-application plan review for the initial preliminary plat, application 19090, was completed by the DRC on October 31, 2017. With the pre-application plan review application, waivers were requested from the materials required in Section 38.220.060 “Additional Subdivision Preliminary Plat Supplements.” Some items were not waived and all required material were addressed. 38.220.060.A.1 through 38.220.060.A.20 There are no differences for these supplements from the initial review conducted under application 19090. Therefore, that analysis stands as documented in the findings of fact. 367 21066 City Commission Staff Report – South University District Amended Ph. 3 Subdivision Page 16 of 22 Subdivision Variance Article 38.270 establishes standards and procedures for installation of infrastructure required with subdivisions and other development. The purpose of the Article is to meet state law requirements, protect the public safety by ensuring needed water, sewer, transportation, parks, etc. are prepared to support new development, and protect future purchasers and site users. See the purpose and applicability section of the Article for more information. The Article as it applies to this application has not been materially revised since 2004. The applicant requests a variance from the provision, included in several locations in the article, which restricts issuance of a building permit on a platted lot until all required infrastructure is installed. The applicant has provided a proposed phasing plan for how infrastructure will be assigned to individual elements of the subdivision and coordinated timing of construction and site development. A common set of improvements which supports all blocks, including expansion of S. 19th Avenue and the extension of Stucky Road, is proposed to be constructed immediately. The applicant has approved infrastructure plans for these improvements and is assembling bids to begin the construction this spring. Other elements, as shown in the phasing plan are assigned to each block. The elements of infrastructure to be installed are not lessened but are changed in timing. The construction of infrastructure assigned to each block will be installed in conjunction with the later approved development on each block. Given the size of Blocks 1-4 any future development will be subject to additional subdivision or site plan review. That additional review process provides additional opportunities to be assured the infrastructure will be installed. In order to ensure that the required infrastructure will be installed conditions of approval for this amended preliminary plat have been developed. An improvements agreement addressing the phasing, division by blocks of infrastructure elements, and transferring responsibilities as ownerships shift will be required with the final plat. Staff finds the provisions of the improvement agreement and conditions of approval adequate to protect the public health, safety and welfare; protect future purchasers and site users; and avoid injury to the public interest. State law, 76-3-506, MCA, authorizes variances when “…strict compliance will result in undue hardship and when it is not essential to the public welfare.” Variances can be granted based on specific variance criteria included in the subdivision regulations. The City may apply conditions to “secure the objectives of this chapter” [Chapter 38]. The City has adopted the following criteria as part of 38.250.080, BMC. 368 21066 City Commission Staff Report – South University District Amended Ph. 3 Subdivision Page 17 of 22 Variance Review Criteria 1. The granting of the variance will not be detrimental to the public health, safety, or general welfare, or be injurious to other adjoining properties; Criteria is met. The application does not provide less infrastructure or of a lesser quality. It does change timing. The installation of the infrastructure will be coordinated with site development dependent on the infrastructure so concurrency is maintained and services can be provided to those who most rely on it. The City has provisions included in 38.270 for similar circumstances but of less expansiveness of work. The applicant proposes the variance to effectively extend the scope. The initial installation of the Common Improvements will establish essential connections that serve the general public and the individual blocks for future development. The deferred installation of infrastructure does not jeopardize extensions to other properties dependent on it. The Common Improvements as described in the phasing plan provides for the needed infrastructure in support of the development overall and provides the greatest community benefit by expanding S. 19th Avenue and creating the final link in Stucky Road to 11th Avenue which will facilitate later expansion of Kagy Blvd, construction traffic for individual blocks, and improved pedestrian access to MSU. Needed infrastructure adjacent to each proposed block will be installed at time of development for that block. Therefore, the variance is not contrary to the criteria. 2. Because of the particular physical surroundings, shape or topographical conditions of the specific property involved, an undue hardship to the owner would result if strict interpretation of this chapter is enforced; Criteria is met. The shape of the subdivision is unusual due to the previous phases developed from the initial tract of record. The subdivision is unusual in that it does not propose creation of any parcels for immediate use. As described in the introduction to the variance criteria, this subdivision is only creating parcels which will require additional subdivision or site review before any construction can be approved. This is quite different from the circumstances for the majority of subdivisions at the time the standard was initially adopted into the municipal code. Unlike some subdivisions all of the proposed parcels already have legal and physical access from existing streets (S. 19th and S. 11th Avenues). There are no unusual topographical conditions for this property. The elements of infrastructure to be installed are not lessened but are changed in timing. The construction of infrastructure assigned to each block will be that expected to be in conjunction with the later approved development on each block. Given the size of Blocks 1-4 any future development will be subject to additional subdivision or site plan review. That additional review 369 21066 City Commission Staff Report – South University District Amended Ph. 3 Subdivision Page 18 of 22 process provides additional opportunities to be assured the infrastructure will be installed. The municipal code allows for concurrent construction of adjacent infrastructure and on-site improvements. The variance is essentially creating a situation where this approach can be applied on newly platted lots. The applicant asserts that applying the code literally for this situation produces a hardship when there are alternate means to address the public purposes of the code. The applicant’s cited hardship is both financial due to the cost of a financial surety for the work and the time restriction required due to the scope of improvements limiting work on lots when there is an opportunity to coordinate onsite and infrastructure construction. In order to ensure that the required infrastructure will be installed conditions of approval for this amended preliminary plat have been developed. An improvements agreement addressing the phasing, division by blocks of infrastructure elements, and transferring responsibilities as ownerships shift will be required with the final plat. Staff finds the provisions of the improvement agreement and conditions of approval adequate to protect the public health, safety and welfare; protect future purchasers and site users; and avoid injury to the public interest. As the public interests and future purchasers are protected through alternate means, a strict application is unnecessarily burdensome. 3. The variance will not cause a substantial increase in public costs; and Criteria is met. The proposed variance is related to procedural requirements of Article 38.270, Improvements and guarantees. There are no changes in the infrastructure itself. The applicant and subdivision is not relieved of the obligation to construct the required elements of infrastructure. Condition 8.a requires that the valuation of the required financial guarantee for the Common Improvements be equal to the costs the City is liable to incur should the applicant default on the improvements agreement. The City will require a new improvements agreement with appropriate surety for each block as it moves to future review and construction. This will ensure there is always needed funding available to complete any outstanding infrastructure to support proposed development on a specific site. Therefore, there should be no increase in public costs. 4. The variance will not, in any manner, place the subdivision in nonconformance with any other provisions of this chapter or with the city's growth policy. Criteria is met. Article 38.270 is the portion of the chapter that address the installation of improvements. Therefore, the variance should not create non-conformities with other parts of Chapter 38. No conflicts with the growth policy have been identified. 370 21066 City Commission Staff Report – South University District Amended Ph. 3 Subdivision Page 19 of 22 APPENDIX A –PROJECT SITE ZONING AND GROWTH POLICY Zoning Designation and Land Uses: The subject property is zoned REMU (Residential Emphasis Mixed Use). The intent of the Residential Emphasis Mixed Use district is: Residential emphasis mixed-use zoning district (REMU). The intent and purpose of the REMU district is to establish areas within Bozeman that are mixed-use in character and to provide options for a variety of housing, employment, retail and neighborhood service opportunities within a new or existing neighborhood. These purposes are accomplished by: 1. Emphasizing residential as the primary use, including single household dwellings, two to four household dwellings, townhouses, and apartments. 2. Providing for a diverse array of neighborhood-scaled commercial and civic uses supporting residential. 3. Emphasizing a vertical and horizontal mix of uses in a compact and walkable neighborhood setting. 4. Promoting neighborhoods that: a. Create self-sustaining neighborhoods that will lay the foundation for healthy lifestyles; b. Support compact, walkable developments that promote balanced transportation options; c. Have residential as the majority use with a range of densities; d. Provide for a diverse array of commercial and civic uses supporting residential; e. Have residential and commercial uses mixed vertically and/or horizontally; f. Locate commercial uses within walking distance; g. Incorporate a wider range of housing types; and h. Encourage developments that exhibit the physical design characteristics of vibrant, urban, and pedestrian-oriented complete streets. 5. Providing standards and guidelines that emphasize a sense of place: a. Support or add to an existing neighborhood context; b. Enhance an existing neighborhood's sense of place and strive to make it more self-sustainable; c. Encourage a new neighborhood commercial center(s) with a unique identity and strong sense of place; d. Develop commercial and mixed-use areas that are safe, comfortable, and attractive to pedestrians; and 371 21066 City Commission Staff Report – South University District Amended Ph. 3 Subdivision Page 20 of 22 e. Reinforce the principle of streets as public places that encourage pedestrian and bicycle travel, transit, on-street parking and physical elements of complete streets. 6. Providing standards and guidelines that emphasize natural amenities: a. Preserve and integrate the natural amenities into the development; and b. Appropriately balance a hierarchy of both parks and public spaces that are within the neighborhood. 7. Providing standards and guidelines that emphasize the development of centers: a. Group uses of property to create vibrant centers; b. Where appropriate create a center within an existing neighborhood; c. Facilitate proven, market driven projects to ensure both long and short-term financial viability; d. Allow an appropriate blend of complementary mixed land uses including, but not limited to, retail, offices, commercial services, restaurants, bars, hotels, recreation and civic uses, and housing, to create economic and social vitality; e. Foster the master plan development into a mix of feasible, market driven uses; f. Emphasize the need to serve the adjacent, local neighborhood and as well as the greater Bozeman area; and g. Maximize land use efficiency by encouraging shared use parking. 8. Promoting the integration of action: a. Support existing infrastructure that is within and adjacent to REMU zones; b. Encourage thoughtfully developed master planned communities; c. Provide flexibility in the placement and design of new developments and redevelopment to anticipate changes in the marketplace; d. Provide flexibility in phasing to help ensure both long and short term financial viability for the project as a whole; 9. Providing standards and guidelines that promote sustainable design Use of this zone is appropriate for sites at least five acres in size and areas located adjacent to an existing or planned residential area to help sustain commercial uses within walking distance and a wider range of housing types. Adopted Growth Policy Designation: The Future Land Use Map of the Bozeman Community Plan designates the subject property to develop as “Residential Mixed Use” which is described as: This category promotes neighborhoods substantially dominated by housing, yet integrated with small-scale commercial and civic uses. The housing can include single-attached and small single-detached dwellings, apartments, and live-work units. If buildings include ground floor 372 21066 City Commission Staff Report – South University District Amended Ph. 3 Subdivision Page 21 of 22 commercial uses, residences should be located on upper floor. Variation in building mass, height, and other design characteristics should contribute to a complete and interesting streetscape. Secondary supporting uses, such as retail, office, and civic uses, are permitted on the ground floor. All uses should complement existing and planned residential uses. Non-residential uses are expected to be pedestrian oriented and emphasize the human scale with modulation in larger structures. Stand alone, large, non-residential uses are discouraged. Non-residential spaces should provide an interesting pedestrian experience with quality urban design for buildings, sites, and open spaces. This category is appropriate near commercial centers. Larger areas should be well served by multimodal transportation routes. Multi-unit, higher density, urban development is expected. Any development within this category should have a well-integrated transportation and open space network that encourages pedestrian activity and provides ready-access within and adjacent development. APPENDIX B – NOTICING AND PUBLIC COMMENT Notice was provided at least 15 and not more than 45 days prior to the Planning Board and City Commission public hearings. Per Article 38.220, Notice was provided by posting the site, mailing by certified mail to adjacent property owners and by first class mail to all other owners within 200 feet, and by legal advertisement publication in the Bozeman Daily Chronicle. Content of the notice contained all elements required by Article 38.220, BMC. Due to a notice distribution error by the applicant a new notice was published in the Bozeman Daily Chronicle and necessary posting and mailing of notices was performed. No public comment has been received as of the writing of this report. APPENDIX C - OWNER INFORMATION Owner/Applicant: RTR Holdings II, LLC 22 Turtle Rock Court, Tiburon CA 94920 Representative: Stahly Engineering & Associates, 851 Bridger Drive, Suite 1, Bozeman, MT 59715 Report by: Chris Saunders, Community Development Manager FISCAL EFFECTS The development will generate the typical costs and revenues of development. ATTACHMENTS The full application and file of record can be viewed at the Community Development Department at 20 E. Olive Street, Bozeman, MT 59715. Application materials – Available through the Laserfiche archive linked agenda materials 373 21066 City Commission Staff Report – South University District Amended Ph. 3 Subdivision Page 22 of 22 Findings of Fact for the initial Application 19090 374 • • www.seaeng.com Engineers and Land Surveyors 851 Bridger Drive, Suite 1, Bozeman, MT 59715 | phone: 406-522-8594 | fax: 406-522-9528 February 11, 2021 City of Bozeman Bozeman Planning Department Attn: Marty Matsen PO Box 1230 20 East Olive Bozeman, MT 59771-1230 RE: South University District Phase 3 Major Subdivision 19090—Modification of Plat Conditions and Variance Dear Marty, Thank you for organizing the meeting we had yesterday on South University District; it was very helpful, and we appreciate your willingness to work with us. We are proposing two minor modifications to two subdivision Conditions of Approval (#3, and #8) and one code correction (#13). Additionally, we are proposing a variance from BMC 38.270.030 B.1.b.2 regarding the timing of completion of improvements. The goal of these proposed modifications and variance is to allow phased completion of subdivision improvements to more appropriate times. Please note that the proposed modifications of the Conditions of Approval are applicable whether or not the variance is approved, and the two items are not dependent on one another. Based on our conversation yesterday, it is our understanding that a complete Preliminary Plat resubmittal and review is not required, but— instead—only submittal of information supporting the discrete changes proposed is required. Summary of Plat and Conditions of Approval Modifications In response to, and in support of the proposed modifications to conditions, some minor modifications to the Plat are necessary. These changes are clearly depicted on the revised Preliminary Plat included with this application and can be summarized as changing Lot 1 Block 1 to a restricted lot and dedication of rights-of-way of future streets. These revisions do not substantially change the subdivision but support the proposed phasing of subdivision infrastructure. The revised Preliminary Plat provided also reflects the proposed change to Condition of Approval #3 which is required to be stated on the Plat. There are also non-impactful, minor revisions to the phasing of park improvements to distribute park improvements more equitably. In October 2020, Stahly submitted a proposed phasing plan for SUD Phase 3 which is included with this submittal. The phasing plan identified road and utility connections for the four blocks as restricted lots created with this plat. This plan identified subdivision improvements which are required prior to the development of any of the four restricted lots, labeled as “Common Subdivision Improvements” (shown in yellow). Furthermore, this plan identified three subsequent phases of subdivision improvements that are required with the phased development of the restricted lots, labeled as “Block # Off-Site Improvements” (other colors). These subsequent improvements phases 375 Page | 2 are not required for the platting of the restricted lots and are only necessary to support development of each of the restricted lots. Based on this phasing plan, the Common Subdivision Improvements will be financially guaranteed with an improvements agreement with the SUD Phase 3 Final Plat. The subsequent phases of each block’s off-site improvements will be non-financially guaranteed by development restrictions placed on these lots. As proposed by the modified Condition of Approval #3, the development restrictions can only be lifted by subsequent subdivision or plan review of proposed development on each of the restricted lots. This review will enable the City to more accurately identify and review required off- site improvements necessary to support development of each restricted lots. Also, this review will ensure that each restricted lot’s required off-site improvements are constructed or financially guaranteed at the appropriate time. Since the phasing plan changes the required SUD Phase 3 subdivision improvements, execution of the SUD Ph 3 Phasing Plan, impacts Conditions of Approval #8 and Code Correction #13, which reference the original extent of the subdivision improvements. The wording of these conditions will not change but the referenced plan sheets C 1.0 and C 1.1 have been updated to clearly show the new extent of the SUD Phase 3 Common Subdivision Improvements. These exhibits correspond with recently approved plans for these improvements. Essentially, original subdivision improvements to South 17th Avenue and State Street have been moved to the Block 1 and 2 Off-site Improvement phase, requiring Lot 1 to be changed to a restricted lot. Summary of Proposed Variance A variance from BMC 38.270.030 B.1.b.2 is proposed to change the required timing of subdivision improvements from prior to Building Permit to prior to Certificate of Occupancy. If approved, this variance would allow parallel and simultaneous construction of on and off-site improvements. Each restricted lot development phase would have required off-site improvements that would be need to be completed before occupancy of any structure on the lot. Any particular timing requirements of on-site or off-site infrastructure necessary to provide adequate access and life-safety to the development can be addressed with the development review of each restricted lot. The beneficial result, if this variance is approved, would be that new roadways would be finished around the same time as buildings, and won’t have to bear (or risk damage from) heavy construction traffic during site construction. Please note that the proposed changes to Conditions of Approval #3 and the Phasing Plan are based on this variance being approved. If this variance is not approved the language can be changed back to the timing requirements stated in the current code, without resubmitting new Conditions of Approval. Application Materials Materials provided with this submittal are outlined in the Table of Contents included with the submittal. An A1 form and CVA are provided. The A1 form identifies the two applications being reviewed as a SVAR (subdivision variance), and “Other – Revision to Conditions of Approval”. 376 Page | 3 With the variance submittal is the SVAR form and narrative response to the variance criteria. To support the proposed revision to Conditions the following information is provided: a narrative; revised Preliminary Plat; revised Subdivision Improvements Plans; and SUD Phase 3 Phasing Plan. Noticing materials are also provided so these applications can be properly noticed to the public. Please find enclosed applications for the above-described modifications and variance. If you have any questions, please call me at (406) 522-8594. Sincerely, Stahly Engineering & Associates __________________________ Zach Lowe, PE Senior Project Engineer enclosures cc Jerry Pape, Triple Creek Realty Bob Emery, RTR Holdings II, LLC Randy Hecht, RTR Holdings II, LLC 377 South University District Phase 3 Major Subdivision 2-12-21 Modification of Preliminary Plat Conditions and Variance Contents: 1.0 A1 Development Application / CVA Form ................................................................................... 5 Pages 2.0 SVAR Form ................................................................................................................................... 1 Page 2.1 Variance Narrative .............................................................................................................. 3 Pages 3.0 Preliminary Plat and Conditions of Approval Modification 3.1 Modification of Conditions Narrative ................................................................................. 2 Pages 3.2 Updated Plat ......................................................................................................................3 Sheets 3.3 Phase 3 Improvements (Sheets C 1.0 and C 1.1) ...............................................................2 Sheets 3.4 Proposed Phasing Plan .......................................................................................................7 Pages 4.0 N1 Form ....................................................................................................................................... 1 Page 4.1 Noticing Materials ............................................................................................................... 2 Pages 378 PROJECT INFORMATION Project Name: Project Type(s): Street Address: Legal Description: Description of Project: Current Zoning: Gross Lot Area: Block Frontage(s): Number of Buildings: Type and Number of Dwellings: Building Size(s): Building Height(s): Number of Parking Spaces: Affordable Housing (Y/N): Cash-in-lieu Parkland (Y/N): Departure/Deviation Request (Y/N): A1 DEVELOPMENT REVIEW APPLICATION PROJECT IMAGE Community Development Development Review Application Page 1 of 3 Revision Date: June 2020 SPECIAL DISTRICTS Overlay District: Neighborhood Conservation None Urban Renewal District: Downtown North 7th Avenue Northeast North Park None VICINITY MAP 379 380 APPLICATION FEE Varies by project type CONTACT US Alfred M. Stiff Professional Building 20 East Olive Street Bozeman, MT 59715 phone 406-582-2260 fax 406-582-2263 planning@bozeman.net www.bozeman.net/planning Development Review Application Page 3 of 3 Revision Date: June 2020 REQUIRED FORMS Varies by project type DEVELOPMENT REVIEW APPLICATION Check all that apply FORM 1. Administrative Interpretation Appeal AIA 2. Administrative Project Decision Appeal APA 3. Annexation and Initial Zoning ANNX 4. Commercial/Nonresidential COA CCOA 5. Comprehensive Sign Plan CSP 6. Condominium Review CR 7. Conditional Use Permit CUP 8. Extension to Approved Plan EXT 9. Growth Policy Amendment GPA 10. Informal Review INF 11. Master Site Plan MSP 12. Modification/Plan Amendment MOD 13. Neighborhood/Residential COA NCOA 14. Pre-application Consultation None 15. PUD Concept Plan PUDC FORM 16. PUD Preliminary Plan PUDP 17. PUD Final Plan PUDFP 18. Reasonable Accommodation RA 19. Site Plan SP 20. Special Use Permit SUP 21. Special Temporary Use Permit STUP 22. Subdivision Exemption SE 23. Subdivision Pre-Application PA 24. Subdivision Preliminary Plan PP 25. Subdivision Final Plat FP 26. Wetland Review WR 27. Zone Map Amendment ZMA 28. Zone Text Amendment ZTA 29. Zoning/Subdivision Variance Z/SVAR 30. Zoning Deviation/Departure None 31. Other: APPLICATION TYPE 381 382 Page 2 of 2 4-8-20 Printed Name: Owner Signature Printed Name: If signing as a corporation or LLC, please provide the title and position of the individual signing on behalf of the corporation/LLC. Attach separate sheets for additional owner signatures. 383 SVAR Subdivision Variance Required Materials SVAR Page 1 of 1 Revision Date 1-24-20 Required Forms: A1, N1, and PP and PP1 (if subdivision) Recommended Forms: Required Forms: SUBDIVISION VARIANCE REQUIRED MATERIALS APPLICATION SETS 2 total sets are required that include 1 copy of every item below bound or folded into 8½ x 11 or 8½ x 14 sets Complete and signed development review application form A1. Plan sets that include all subdivision variance checklist items below unless otherwise provided in another application type. Standard application sets required plan sizes: 2 sets that include full size 24 x 36 inch plans 1 set that include 11 x 17 inch plans 2-digital versions of all materials (JPEG or PDF) on separate CD-ROM’s or USB drives. Individual files must be provided at 5MB or less in size. Files shall be named according to naming protocol. Notes: All plans must be drawn to scale on paper not smaller than 8½ x 11 inches or larger than 24 x 36 inches. The name of the project must be shown on the cover sheet of the plans. If 3-ring binders will be used, they must include a table of contents and tabbed dividers between sections. Plans that are rolled or not bound into sets will not be accepted. NOTICING MATERIALS Completed and signed property adjoiners certificate form N1 and materials. APPLICATION FEE Base fee $1,830 Additional application fees may apply if concurrent with preliminary plat application. Application types and fees are cumulative. SUBDIVISION VARIANCE CHECKLIST 1. Bozeman Municipal Code Section proposed for variance: 2. Project Narrative providing a clear description of the variance requested and the reasons for the request and including detailed responses to the following: a. Response to the requirement that the variance will not be detrimental to the public health, safety or general welfare, or be injurious to other adjoining properties; b. Response to the requirement that because of the particular physical surroundings, shape or topographical conditions of the specific property involved, an undue hardship to the owner would result if strict interpretation of this chapter is enforced; c. Response to the requirement that the variance will not cause a substantial increase in public cost; and d. Response to the requirement that the variance will not, in any manner, place the subdivision in nonconformance with any other provision of this chapter (Chapter 38, BMC) or with the city’s growth policy. 3. Location/vicinity map, including area within one-half mile of the site. 4. Site plan or plat as applicable with north arrow showing property dimensions subdivision layout, location of utilities, access, pedestrian facilities, and variance location. Suggested scale of 1 inch to 20 feet, but not less than 1 inch to 100 feet. 5. Other data or correspondence providing justification or evidence in support of the variance. 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 384 Request for Variance South University District Phase 3 Major Subdivision Variance Narrative Stahly Engineering February 12, 2021 This is a request for a variance of BMC 38.270.030.B.b.(2) to allow for building permits to be obtained for approved development on each of the four restricted lots prior to SUD Phase 3 Common Subdivision Improvements and each lot’s off-site improvements being completed. All SUD Phase 3 Common Subdivision Improvements, as well as each lot’s off-site improvements shall be completed prior to occupancy. BMC 38.270.030.B.b.(2) states: (2) The subdivider must enter into an improvements agreement guaranteeing the completion of the paving, curb, gutter, storm drainage, street lighting or other street infrastructure improvements not yet completed. The improvements agreement must be financially guaranteed, as explained in this article. However, at a minimum, the plans and specifications for the street improvements must be approved by the review authority prior to final plat approval. Building permits will not be issued until the street improvements are completed and accepted by the city unless otherwise provided for in development proposals occurring under the provisions of division 38.430 of this chapter, Planned Unit Development (PUD), and pursuant to the criteria established in subsection D of this section; We are proposing this variance to allow for concomitant construction of buildings, subdivision improvements, and each lot’s off-site improvements—moving improvements completion requirements to receipt of Certificate of Occupancy. In order to assist you in making findings, we ask you to consider the following points. a. Response to the requirement that the variance will not be detrimental to the public health, safety or general welfare, or be injurious to other adjoining properties. This relaxation will not be detrimental to the public health, because: 1. This relaxation will apply to the four large tracts of land being created for development in this subdivision only—the smallest tract being over 8 acres. 2. Each tract will have one owner/developer and the public will not have access to these areas until required improvements are completed. 3. Subsequent subdivision or plan review could add more specific timing conditions to protect the public health and safety as applicable for each project. This variance also would not have injurious effects to adjacent properties, because: 4. The tracts are generally separate from each other and would not affect each other. Block 4 is adjacent to The Arrow student housing development, but this variance would decrease overall construction time and have reduced impacts on neighboring developments. 5. The developments on these four lots will provide a mix of commercial, student housing and ‘for rent’ housing, and these lots will be owned by a small number of 385 corporate entities—unlike purely residential subdivisions where hundreds of residents and their contractors need access to their individually owned lots. A Phasing Plan has been developed for this subdivision, which identifies specific ‘Common Subdivision Improvements’ that will need to be installed before occupancy would be permitted for any of the four Restricted Lots. The Applicant will install the ‘Common Subdivision Improvements’ (shown in yellow on the accompanying ‘Phasing Plan Exhibit’). The required improvements, costing approximately $3.8M; benefits to the public and the City include: • Looping of water mains, • Stormwater retention/detention for South 19th Avenue and Stucky Road, • Connectivity to the transportation network by extending Stucky from 19th Ave to 11th Ave • Widening of 19th Ave and a new signal at 19th and Stucky b. Response to the requirement that because of the particular physical surroundings, shape, or topographical conditions of the specific property involved, an undue hardship to the owner would result if strict interpretation of this chapter is enforced. The undue hardships include: • SUD Phase 3 Common Subdivision Improvements and each lot’s off-site improvements for this development is estimated to cost in excess of $12 M, resulting in a bond requirement of at 150% of $18M. This is significantly greater than 10% of the City’s Annual budget. • The scale of the proposed improvements, if concomitant construction is not permitted, is larger than local construction companies can handle in one construction season—creating significant timing and cost challenges. The financial risk of tying up approximately $30M for over two years is an undue hardship to the owner. The proposed phasing plan breaks the scope of the SUD Phase 3 subdivision improvements into smaller, more fiscally-sensible projects. The phasing plan requires the applicants to provide the backbone of access and utility connections to all of the Blocks and requires future buyers of the restricted Blocks to build any and all required improvements identified during subsequent City review, including—but not limited to—the streets and utilities adjacent to their blocks at the buyer’s time of proposed development. The phasing plan allows for autonomous development of the four independent, ‘Restricted Blocks.’ c. Response to the requirement that the variance will not cause a substantial increase in public cost. The proposed relaxation would not cause any increased cost to the public. This is a privately- funded development there will no increased costs to the public. The proposed variance will make development and construction more efficient—reducing construction time. 386 Additionally, the Subdivision Phasing Plan requires each phase of development to improve a specific amount of parkland, which—in keeping with the developers commitment to quality, as in the previous two phases of the South University District Subdivision—has typically been in excess of what City Code requires. This variance would make the development process in Bozeman more competitive with other regional municipalities, when dealing with projects with value many times greater than the Bozeman’s annual budget—South University District is anticipated to carry over $450 M of development. The City receives 30% of every property tax dollar in South University District. d. Response to the requirement that the variance will not, in any manner, place the subdivision in non-conformance with any other provision of this chapter (Chapter 38, BMC) or with the City’s growth policy. We are not aware of any non-conformance issues with Chapter 38 BMC nor the City’s growth policy. The Restricted Lot status of the four proposed lots will allow the City to address any code conformance issues that may arise during the required subsequent reviews. 387 SUD Phase 3 Major Subdivision Preliminary Plat and Conditions of Approval Modifications February 12, 2021 This application proposes minor modifications to Conditions of Approval # 3 and #8 in addition to Code Correction #13. 1. Condition of Approval #3 Modification. This condition is proposed to be slightly modified to reflect development restrictions on the four ‘restricted lots’—as a non-financial guarantee of subdivision improvements. Red text denotes added wording, and strikethroughs denote wording removed. Note that Lot 1 Block is now proposed as a restricted lot in accordance with the proposed Phasing Plan. Plan review was added as an alternate means of lifting development restrictions. Minor grammatical inconsistencies and code references were corrected. Proposed wording for Condition #3 is shown below. There are two versions of this condition based on whether the variance is approved. The first version shows timing of infrastructure completion as proposed if the variance is approved. If the variance is not approved, the language would be changed to the timing requirements stated in the current code, as shown in the second version. Wording if Variance is approved: NOTICE IS HEREBY GIVEN to all potential purchasers of Lot 1 Block 1; Lot 1, Block 2; Lot 1 Block 3 and Lot 1 Block 4 of the South University District Phase 3 Major Subdivision, City of Bozeman, Gallatin County, Montana, that the final plat of the subdivision was approved by the Bozeman City Commission without completion of certain on and off site improvements required under the Bozeman Municipal Code, as is allowed in Chapter 38.39 38.270 of the Bozeman Municipal code. As such, this Restriction is filed with the final plat that stipulates that any use of these lots is subject to further subdivision or plan review, and no certificate of occupancy development of this these lots shall occur be granted until all on and off site improvements are completed as required under the Bozeman Municipal Code. THEREFORE, BE ADVISED, that Building Permits Certificates of Occupancy will not be issued for Lot 1 Block 1, Lot 1 Block 2, Lot 1 Bock 3, and Lot 1 Block 4 of the South University District Phase 3 Major Subdivision, City of Bozeman, Gallatin County, Montana until all required on and off site improvements for SUD Phase 3 Major Subdivision are completed and accepted by the City of Bozeman in accordance with the accepted Phasing Improvements Plan for SUD Phase 3 Major Subdivision. No building structure requiring water or sewer facilities shall be utilized granted occupancy on this these lots until the restriction is lifted. This restriction runs with the land and is revocable only by further subdivision, plan review, or the written consent of the City of Bozeman. Wording if Variance is NOT approved: NOTICE IS HEREBY GIVEN to all potential purchasers of Lot 1 Block 1; Lot 1, Block 2; Lot 1 Block 3 and Lot 1 Block 4 of the South University District Phase 3 Major Subdivision, City of Bozeman, Gallatin County, Montana, that the final plat of the subdivision was approved by the Bozeman City Commission without completion of certain on and off site improvements required under the Bozeman Municipal Code, as is allowed in Chapter 38.39 38.270 of the Bozeman Municipal code. As such, this Restriction is filed with the final plat that stipulates that any use of these lots is subject to 388 further subdivision or plan review, and no development of this these lots shall occur until all on and off site improvements are completed as required under the Bozeman Municipal Code. THEREFORE, BE ADVISED, that Building Permits will not be issued for Lot 1 Block 1, Lot 1 Block 2, Lot 1 Bock 3, and Lot 1 Block 4 of the South University District Phase 3 Major Subdivision, City of Bozeman, Gallatin County, Montana until all required on and off site improvements for SUD Phase 3 Major Subdivision are completed and accepted by the City of Bozeman in accordance with the accepted Phasing Improvements Plan for SUD Phase 3 Major Subdivision. No building structure requiring water or sewer facilities shall be utilized on this these lots until the restriction is lifted. This restriction runs with the land and is revocable only by further subdivision, plan review, or the written consent of the City of Bozeman. 2. Condition of Approval #8 Modification. Since the phasing plan changes the required SUD Phase 3 subdivision improvements, this affects Conditions of Approval #8, which references the original extent of the subdivision improvements. The wording of this condition will not change, but the referenced plan sheets C 1.0 and C 1.1 have been updated to clearly show the new extent of the SUD Phase 3 subdivision improvements. 3. Code Correction #13 Modification. Since the phasing plan changes the required SUD Phase 3 subdivision improvements, this affects Code Correction #13, which references the original extent of the subdivision improvements. The wording of this condition will not change, but the referenced plan sheets C 1.0 and C 1.1 have been updated to clearly show the new extent of the SUD Phase 3 subdivision improvements. Minor changes to the Preliminary Plat are necessary to support the proposed modifications to the Conditions of Approval. A revised preliminary plat is provided which clearly depicts proposed changes. A summary of the changes to the previously approved Preliminary Plat are: 1. Plat Sheet 2 of 3: Lot 1, Block 1 changed from a develop-able lot to a “Restricted” lot, 2. Plat Sheet 2 of 3: ROW for Blocks 3 and 4 dedicated to the City of Bozeman—specifically Arnold St between S 19th Avenue and S 11th Avenue, S 14th Avenue between Student Drive and S 17th Avenue between Stucky Road and Arnold Street, 3. Plat Sheet 3 of 3: ‘City Park Improvements’ section. Parkland allocation has been re- apportioned – assigning parkland requirements for Lot 1 Block 1, 4. Plat Sheet 3 of 3: Condition of Approval #1. The condition of approval #1 has been updated to reflect proposed modifications to Conditions of Approval and Variance. Note if this variance is not approved, the alternate wording will be used for this condition. 389 390 SOUTH UNIVERSITY DISTRICT: PHASE 3 ADJACENT OWNERSHIP FIGURE 1 2 3 4 5 6 7 8 SUBJECT PROPERTY: SUD PHASE 3 910 11 12 13 14 15 16 17 1819 2021 4 391 1/13/2021South University Phase III Adjacent Owners ListMap ID Legal Description Name Mailing Address City State Zip Code Geo Code Adjoiner1 MDT Montana Department of Transportation P.O. Box 201001 Helena MT 59620-1001 YES2 S13 T02 S, R05 E, COS 2661A, Tract 1A Cheryl Boylan 1550 W. Kagy Boulevard Bozeman MT 59715-6510 06-0798-13-3-01-01-0000 YES3 S13 T02 S, R05 E, COS 2661A, Tract 3A Peggy Easton 167 Cougar Drive Bozeman MT 59718-8358 06-0798-13-3-02-03-0000 YES4 South University District Ph2, S13 T02 S, R05 E, Lot 2, Plat J-605 City of Bozeman PO Box 1230 Bozeman MT 59771-1230 06-0798-24-2-01-20-6500 YES5 South University District Ph1, S13 T02 S, R05 E, Lot 2, Plat J-518 CCC Bozeman, LLC 431 Office Park Dr Mountain Brk AL 35223-2411 06-0798-24-2-01-01-0000 YES6 South University District Ph2, S13 T02 S, R05 E, Lot 2, Plat J-605 CCC Bozeman, LLC 431 Office Park Dr Mountain Brk AL 35223-2411 06-0798-24-2-01-08-0000 YES7 Allison Sub Ph3A, S24, T02S, R05 E, Lot 1, Plat J-584 Bon Ton, Inc. P.O. Box 906 Bozeman MT 59771-0906 06-0798-24-4-01-99-0000 YES8 Allison Sub Annex, S24, T02S, R05 E, SE4NW4 Bon Ton, Inc. P.O. Box 906 Bozeman MT 59771-0906 06-0798-24-4-01-98-0000 YES9 MS 494, S24, T02 S, R05 E, Block 1 Lot 4 Gilhousen Community Property TR DTD 3/30/99 599 Hightower Rd Bozeman MT 59718-8163 06-0798-24-2-01-04-0000 YES10 MS 494, S24, T02 S, R05 E, Block 1 Common Open Space Gilhousen Community Property TR DTD 3/30/99 599 Hightower Rd Bozeman MT 59718-8163 06-0798-24-2-01-16-6500 YES11 Minor Sub 235, S23, T02 S, R05 E, Lot 1 G Force 1 LLC 1320 Manley Rd Bozeman MT 59715-8779 06-0798-23-1-01-01-0000 YES12 S23, T02 S, R05 E, COS 1969 Tract 1 Grace Bible Church Limited of Bozeman 3625 S. 19th Avenue Bozeman MT 59718-9108 06-0798-23-1-01-01-0900 YES13 Minor Sub 191, S14, T02 S, R05 E, Lot 2A Steven R. & Ralph K. Aaker 1461 Monroe Place Louisville CO 80027-1560 06-0798-14-4-02-20-0000 YES14 S14, T02 S, R05 E, COS 2008A Tract 1A 19th Capital Group, LLC 19 Lariat Loop Bozeman MT 59715-9200 06-0798-14-4-02-08-0000 YES15 Kagy Crossroads Sub, S14 T02 S, R05 E, Block 1, Lot 4-5, Plat J-328-A Stockman Bank of Montana P.O. Box 250 Miles City MT 59301-0250 06-0798-14-4-01-30-0000 YES16 Remington ADD, S13, T02 S, R05 E, Lot 7 Church of Christ of Bozeman 1825 W. Kagy Boulevard Bozeman MT 59715-6505 06-0798-13-3-28-04-0000 YES17 Hawks Ridge Condo, S13, T02 S, R05 E, Tract A, COS 573 Hawks Ridge HOA, Inc 716 S. 20th Ave., Suite 102 Bozeman MT 59718 06-0798-13-3-01-18-7000 YES17-1 Hawks Ridge Condominiums Tract A COS 573 Unit 1715 James C Ruger & Sara Schnittgrund 1715 West Kagy Boulevard Bozeman MT 59715 06-0798-13-3-01-18-7001 YES17-2 Hawks Ridge Condominiums Tract A COS 573 Unit 1717 Lee Living Trust 7150 Schafer Rd Bozeman MT 59715-7777 06-0798-13-3-01-18-7002YES17-3 Hawks Ridge Condominiums Tract A COS 573 Unit 1719 Fenqjen Luo 607 LEXINGTON DR Bozeman MT 59715-7169 06-0798-13-3-01-18-7003 YES17-4 Hawks Ridge Condominiums Tract A COS 573 Unit 1721 Claudio Kaempfen 4641 Pannonia Rd Carlsbad CA 92008-3667 06-0798-13-3-01-18-7004 YES17-5 Hawks Ridge Condominiums Tract A COS 573 Unit 1723 William Finkle 10490 Holman Ave Los Angeles CA 90024-6013 06-0798-13-3-01-18-7005 YES17-6 Hawks Ridge Condominiums Tract A COS 573 Unit 1725 Eyer Family Revocable Trust 662 Wintergreen Lane Bozeman MT 59715-7855 06-0798-13-3-01-18-7006 YES17-7 Hawks Ridge Condominiums Tract A COS 573 Unit 1727 Brunner Investments, LLC PO Box 160881 Big Sky MT 59716-0881 06-0798-13-3-01-18-7007 YES17-8 Hawks Ridge Condominiums Tract A COS 573 Unit 1729 Michael L. & Callie C. Peters 14 Chinook Trl Bozeman MT 59718-9412 06-0798-13-3-01-18-7008 YES17-9 Hawks Ridge Condominiums Tract A COS 573 Unit 1731 HR Condos 710 East Fridley Bozeman MT 59715 06-0798-13-3-01-18-7009 YES17-10 Hawks Ridge Condominiums Tract A COS 573 Unit 1733 Cormier Family Trust 4443 Wellington Rd Boulder CO 80301 06-0798-13-3-01-18-7010 YES17-11 Hawks Ridge Condominiums Tract A COS 573 Unit 1735 Performance Investment Properties 2724 E Lakin Dr Ste #1 Flagstaff AZ 86004-3900 06-0798-13-3-01-18-7011 YES17-12 Hawks Ridge Condominiums Tract A COS 573 Unit 1737 William Finkle 10490 Holman Ave Los Angeles CA 90024-6013 06-0798-13-3-01-18-7012 YES17-13 Hawks Ridge Condominiums Tract A COS 573 Unit 1739 Angie Lee 7150 Schafer Rd Bozeman MT 59715-7777 06-0798-13-3-01-18-7013 YES17-14 Hawks Ridge Condominiums Tract A COS 573 Unit 1741 Charles M. Lawrence & Crista S. Merzdorf 1128 Holly Dr Bozeman MT 59715-593306-0798-13-3-01-18-7014 YES17-15 Hawks Ridge Condominiums Tract A COS 573 Unit 1743 Scott H. Luckay 600 Triple Tree RD Bozeman MT 597157851 06-0798-13-3-01-18-7015 YES17-16 Hawks Ridge Condominiums Tract A COS 573 Unit 1745 Dale H. & Brit D. Jackson 1116 23RD AVE SW Great Falls MT 59404-3437 06-0798-13-3-01-18-7016 YES17-17 Hawks Ridge Condominiums Tract A COS 573 Unit 1747 Christopher T Geddes 19 Pacific Bay Circle Apt #303 San Bruno CA 94066 06-0798-13-3-01-18-7017 YES17-18 Hawks Ridge Condominiums Tract A COS 573 Unit 1749 Claudio Kaempfen 4641 Pannonia Rd Carlsbad CA 92008-3667 06-0798-13-3-01-18-7018 YES17-19 Hawks Ridge Condominiums Tract A COS 573 Unit 1751 Stephen M. Seeger & Beth A. Daly 20 Barley Field CT Dickerson MD 20842-8806 06-0798-13-3-01-18-7019 YES17-20 Hawks Ridge Condominiums Tract A COS 573 Unit 1753 William R. & Karen L Bailey 1753 W. Kagy Boulevard Bozeman MT 59715 06-0798-13-3-01-18-7020 YES17-21 Hawks Ridge Condominiums Tract A COS 573 Unit 1755 Scott H. Luckay 600 Triple Tree RD Bozeman MT 59715-7851 06-0798-13-3-01-18-7021 YES17-22 Hawks Ridge Condominiums Tract A COS 573 Unit 1757 Charles M. Lawrence & Crista S. Merzdorf 1128 Holly Dr Bozeman MT 59715-593306-0798-13-3-01-18-7022 YES17-23 Hawks Ridge Condominiums Tract A COS 573 Unit 1759 Lee Living Trust 7150 Schafer Rd Bozeman MT 59715-7777 06-0798-13-3-01-18-7023 YES17-24 Hawks Ridge Condominiums Tract A COS 573 Unit 1761 Thomas Williams 868 Western DR Santa Cruz CA 95060-3035 06-0798-13-3-01-18-7024 YES17-25 Hawks Ridge Condominiums Tract A COS 573 Unit 1763 Will J. & Christine M. Kern 16125 Pryor Rd Billings MT 59101 06-0798-13-3-01-18-7025 YES17-26 Hawks Ridge Condominiums Tract A COS 573 Unit 1765 Deborah L. Meyer P.O. Box 2045 Arvada CO 80001-2045 06-0798-13-3-01-18-7026 YES17-27 Hawks Ridge Condominiums Tract A COS 573 Unit 1767 Michael L. & Callie C. Peters 14 Chinook Trl Bozeman MT 59718-9412 06-0798-13-3-01-18-7027 YES17-28 Hawks Ridge Condominiums Tract A COS 573 Unit 1769 Lei Cai & Mengyao Liu 2 Erin CT Bridgewater NJ 08807-5518 06-0798-13-3-01-18-7028 YES17-29 Hawks Ridge Condominiums Tract A COS 573 Unit 1771 Gregg T. & Kristin K. Lundin 7855 Parkwood Drive Missoula MT 59808 06-0798-13-3-01-18-7029 YES17-30 Hawks Ridge Condominiums Tract A COS 573 Unit 1773 Bobcat Boarding, LLC 2300 Shootin Iron Ranch Road Jackson WY 83001 06-0798-13-3-01-18-7030 YES17-31 Hawks Ridge Condominiums Tract A COS 573 Unit 1775 Deborah Schonscheck 16417 E Auburn Hills DR Parker CO 80134-3037 06-0798-13-3-01-18-7031 YES17-32 Hawks Ridge Condominiums Tract A COS 573 Unit 1777 Knute H. & Marne B. Oaas 1238 W Gold ST Butte MT 59701-2110 06-0798-13-3-01-18-7032 YES17-33 Hawks Ridge Condominiums Tract A COS 573 Unit 1779 Sachs Corporation 4480 Bannock DR Bozeman MT 59715-9303 06-0798-13-3-01-18-7033 YES17-34 Hawks Ridge Condominiums Tract A COS 573 Unit 1781 Brenda L. Blazer 431B East Brandon DR Bismark ND 58503 YES18 S13 T02 S, R05 E, Tract B, COS 573 YMA Properties 1705 W Kagy Blvd Bozeman MT 59715-6513 06-0798-13-3-01-14-0000 YES19 Beatty Sub, S13, T02 S, R05 E, Tract 31 & Part W2 of Tract 11 (Parcel #4) Edward A. & Constance B. Dratz 114 Sir Arthur Dr Bozeman MT 59718-7866 06-0798-13-3-30-37-0000 YES20 Beattys Sub, S13, T02 S, R05 E, Tract 29 less Hwy Right of way 1605 W Kagy LLC P.O. Box 4730 Bozeman MT 59772-4730 06-0798-13-3-30-35-0000 YES21 Beattys Sub, S13, T02 S, R05 E, Tract 8 less Hwy Right of way 1805 Willow Way LLC P.O. Box 4730 Bozeman MT 59772-4730 06-0798-13-3-30-07-0000 YESADJOINER (Master List - Owners within 200' of proposed SUD Phase 3 Major Subdivision)Page 1PH 3 Adjacent Owner List 01-13-21.xlsx392 South University District Phase 3 Major Subdivision Phasing Plan to Facilitate Written Concomitant Construction Approval prepared for: prepared by: October 2020 393 South University District Phase 3 Major Subdivision Phasing Plan Introduction The intent of this proposed phasing plan is to establish a basis for a “concomitant construction” approach permitting the simultaneous or near-to-simultaneous construction of various infrastructure elements and off and on-site improvements within SUD Phase 3 and its Restricted Blocks 1-4. Herein we identify key components of the South University District (SUD) Ph 3 Major Subdivision that would be considered ‘Common Subdivision Improvements’ and are integral connections within the City of Bozeman’s transportation and utility networks. These Common Subdivision Improvements would need to be installed before any grant of occupancy could occur on any of the 4 ‘Restricted ’lots on Blocks 1-4. If this Plan is approved, the City is being asked to provide a binding, written authorization for “concomitant construction” and to permit a notice regarding said authorization on the SUD Phase 3 Final Plat. Common Subdivision Improvements Certain elements critical to the subdivision’s utility and transportation network have been identified, with input from the City of Bozeman, that would be required to be installed by the property developers—herein these are referred to as "Common Subdivision Improvements” and shown in yellow on the enclosed “Infrastructure improvements Phasing Exhibit”. These Common Subdivision Improvements generally include extending Stucky Road from South 19th Ave east to the round-about at South 14th Ave, and widening South 19th Ave along the entire western project boundary between Kagy Blvd and Arnold St. They also include installing storm drainage improvements within the Park 4 lot that receives runoff from Stucky and 19th Ave. A specific list of the Common Subdivision Improvements follows:  Widen S 19th Ave from Kagy Blvd to Arnold St o install 10-ft wide asphalt sidewalk o Pipe existing irrigation ditch o Install irrigation and trees within boulevard o Improve existing traffic signal at Stucky Rd and S 19th Ave  Stucky Road from 19th Ave to 14th Ave- 48-ft width o Stucky Road sidewalks on both sides of City Park, and along north side of road between 17th Ave and 19th Ave  Stucky Road 12” water main between 19th Ave and 14th Ave  Stucky Road 8” sewer main (approximately 340 feet)  Stucky Road storm 394 o Approx. 100 ft of 18” storm main o Approx. 340 ft of 24” storm main o Approx 340 ft of 30” storm main o Approx 190 ft of 36” storm main o Approx 8 catch basins o 5 storm manholes Parkland Improvements As mentioned previously, the 1.83-ac ‘City Park 4 ’lot will contain the stormwater detention pond that accepts runoff from S 19th Ave, Stucky Rd, and S 17th Ave. The detention pond takes up 0.431 acres, but the remaining 1.399 acres will be seeded, landscaped, and irrigated. Miscellaneous Improvements There is an existing irrigation easement on the property that will be relocated within a 20-ft easement within the Park 3 and Park 4 lots. The existing shallow ditch will be piped in a new 15” PVC pipe along the western edge of the Park 3 and Park 4 lots. 395 Blocks 1 & 2 Due to their proximity to each other and the initial ‘Common Subdivision Improvements ’the Block 1 & 2 Off-Site Improvements will both need to be constructed at the same time. Depending on the timing of development, the first of these two Blocks to develop first will need to construct the developments for both and create a payback district for the second developer. Block 1 & 2 Off-Site Improvements Block 1 & 2 Off Site Improvements proposed in this phasing plan and shown in blue on the enclosed ‘Infrastructure improvements Phasing Exhibit ’generally include extending 17th Ave between Stucky Road and Kagy Blvd, and the segment of State Street from South 19th Ave east to South 17th Ave. They also include installing storm drainage improvements within the four ‘Common Open Space ’lots (two on Block 1 and two on Block 2) lot that receive runoff from 17th Ave and State Street. A specific list of the Common Subdivision Improvements follows:  S 17th Ave from Stucky Rd to Kagy Blvd- 47-ft width  State St from S 19th Ave to S 17th Ave- 35-ft width  8” Water mains in State St and S 17th Ave  Connect to existing sanitary sewer main in Kagy Blvd  8” Sanitary Sewer mains in State St and S 17th Ave  Buried Stormwater retention basins (4) and associated mains  5’ concrete sidewalk along east side of S 17th Ave  10’ temporary asphalt sidewalk along Kagy Blvd between S 19th Ave and S 17th Ave Parkland Improvements Parkland requirements will be determined by the nature of the development(s) proposed within each of the Blocks at the Site Plan level, but the South University District Property Owners Association (POA) will require each block to develop a proportionate share of the remaining undeveloped 14.01-acre ‘City Park 3 ’lot. Block 1 will be required to develop 18.1% of Park 3, or 2.54 acres; Block 2 will be required to develop 19.8% of Park 3, or 2.77 acres. Miscellaneous Development on either Block 1 or Block 2 will trigger the cash-in-lieu of Improvements (CILI) requirements for the subdivision’s proportionate share of Kagy Blvd. 396 Block 3 The Block 3 Off-Site Improvements include the adjacent streets to the south and east, as well as the portion of Arnold St along the south boundary of the ‘City Park 3 ’lot. Block 3 Off-Site Improvements Block 3 Off Site Improvements proposed in this phasing plan and shown in orange on the enclosed ‘Infrastructure improvements Phasing Exhibit ’generally include extending 17th Ave between Stucky Road and Arnold St, and constructing Arnold St. from South 19th Ave east to South 14th Ave. A specific list of the Common Subdivision Improvements follows:  S 17th Ave from Stucky Rd to Arnold St- 47-ft width  Arnold St from S 19th Ave to S 14th Ave- 35-ft width  8” Water mains in Arnold St and S 17th Ave  8” Sanitary Sewer mains in Arnold St and S 17th Ave  Stormwater catch basins and associated mains  6’-wide, 6” thick concrete sidewalk along park frontage on east side of S 17th Ave and north side of Arnold St. Parkland Improvements Parkland requirements will be determined by the nature of the development(s) proposed within each of the Blocks at the Site Plan level, but the South University District Property Owners Association (POA) will require each block to develop a proportionate share of the remaining undeveloped 14.01-acre ‘City Park 3 ’lot. Block 3 will be required to develop 37.3% of Park 3, or 5.22 acres. Miscellaneous Depending on the timing of development of Block 3 and/or the property to the south of Arnold St, the first to develop will likely need to construct both halves of Arnold St and create a payback district for the second developer. 397 Block 4 The Block 4 Off-Site Improvements generally include constructing the segment of S 14th Ave adjacent to the property. Depending on the timing of development, the first of these two Blocks to develop first will need to construct the developments for both and create a payback district for the second developer. Block 4 Off-Site Improvements Block 4 Off Site Improvements proposed in this phasing plan and shown in green on the enclosed ‘Infrastructure improvements Phasing Exhibit ’generally include extending 14th Ave between Student Dr and Arnold St, and the segment of Arnold Street from S 11th Ave east to S 14th Ave. A specific list of the Common Subdivision Improvements follows:  S 14th Ave from Arnold St to Student Dr- 35-ft width  Arnold St from S 11th Ave to S 14th Ave- 35-ft width  8” Water mains in Arnold and S 14th Ave  8” Sanitary Sewer mains in Arnold St and S 14th Ave  Stormwater detention/retention basins and associated mains Parkland Improvements Parkland requirements will be determined by the nature of the development(s) proposed within each of the Blocks at the Site Plan level, but the South University District Property Owners Association (POA) will require each block to develop a proportionate share of the remaining undeveloped 14.01-acre ‘City Park 3 ’lot. Block 4 will be required to develop 24.7% of Park 3, or 3.46 acres. Miscellaneous Depending on the timing of development of Block 4 and/or the property to the south of Arnold St, the first to develop will likely need to construct both halves of Arnold St and create a payback district for the second developer. South 11th Ave was constructed in 2018 and there is a payback district associated with that project allocated to Block 4. 398 STATE STREETSOUTH 17TH AVE KAGY BLVDSOUTH 19TH AVESOUTH 17TH AVESTUCKY ROADSTUCKY ROADSOUTH 14TH AVE STUDENT DRIVESOUTH 11TH AVESTUCKY ROADARNOLD STREETSOUTH 11TH AVE SOUTH 14TH AVE SOUTH 17TH AVEARNOLD STREETSOUTH 19TH AVE Proposed RestrictedBlock 1Lot 18.20 AcresProposed Block 1 CommonOpen Space Lot 10.09 AcresProposed Block 2 CommonOpen Space Lot 10.07 AcresProposed Block 1 CommonOpen Space Lot 20.07 AcresProposed RestrictedBlock 2Lot 18.60 AcresProposed Block 2 CommonOpen Space Lot 20.07 AcresProposed Right of Way6.37 Acres Proposed RestrictedBlock 3Lot 118.86 AcresProposed RestrictedBlock 4Lot 111.89 AcresCity Park 41.83 AcresCity Park 314.01 AcresExtents of Subdivisionimprovements to becompleted beforeoccupancy of any lot inthe SUD Ph 3 MajSubdivisionExtents of off-site improvements to be completed beforeoccupancy of Block 4 in the SUD Ph 3 Maj SubdivisionExtents of off-siteimprovements to becompleted beforeoccupancy of Block 3in the SUD Ph 3 MajSubdivisionExtents of off-siteimprovements to becompleted beforeoccupancy of Blocks 1or 2 in the SUD Ph 3Maj SubdivisionBlock 2 Portion of City Park 319.8%Block 4 Portion of City Park 324.7%Block 3 Portion of City Park 337.3%Block 1 Portion of City Park 4100%Block 1 Portion of City Park 318.1%P R E L IM I N A R YFOR SUBDIVISION REVIEWPROFESSIONALENGINEERS &SURVEYORS1 OF 1INFRASTRUCTUREIMPROVEMENTSPHASING EXHIBITSUD PHASE 3SOUTH UNIVERSITYDISTRICTSTAHLYENGINEERING& ASSOCIATESRTR HOLDINGS II, LLCSUBDIVISIONIMPROVEMENTSBLOCK 3BLOCKS 1 & 2BLOCK 4PROPERTY BOUNDARY399 S.U.D. PH3-THIS PLAT1 OF 3FINAL SUBDIVISION PLAT NO. ____________PROFESSIONAL ENGINEERS & SURVEYORSSTAHLY ENGINEERING & ASSOCIATESPRELIMINARY SUBDIVISION PLATSOUTH UNIVERSITY DISTRICT PHASE 3 MAJOR SUBDIVISION LOCATED IN THE SW1/4 OF S13 & THE NW1/4 OF S24, T2S, R5E, P.M.M.UPON LOT 2 OF SOUTH UNIVERSITY DISTRICT PH. 2 (PLAT J-605) CITY OF BOZEMAN, GALLATIN COUNTY, MONTANAVICINITY MAP- NOT TO SCALE400 BLOCK 1 Common Open SpaceLot 2 0.07 Acres 2,850.00 SFBLOCK 2 Common Open SpaceLot 1 0.07 Acres 2,850.00 SFBLOCK 2 Common Open SpaceLot 2 0.09 Acres 4,002.27 SFBLOCK 1 CommonOpen Space Lot 10.09 Acres4,001.27 SFBLOCK 4 Lot 1517,929.62 SF11.89 AcresBLOCK 2, Lot 18.60 Acres374,776.18 SFBLOCK 1Lot 18.20 Acres357,121.08 SFBLOCK 3 Lot 118.86 Acres 821,436.89 SFCity Park 314.01 Acres610257.25 SFCity Park 4 1.83 Acres79,492.47 SFSEE DETAIL-1SEE DETAIL-2SEE DETAIL-3BLOCK 2Common OpenSpace Lot 20.09 Acres4,002.27 SFBLOCK 1Common OpenSpace Lot 20.07 Acres2,850.00SFBLOCK 1Common OpenSpace Lot 10.09 Acres4,001.27SFBLOCK 2Common OpenSpace Lot 10.07 Acres2850.00 SFROW(1)=6.37Acres277,465.93 SFDDROW(2)=5.45 Acres 237517.97 SF2 OF 3FINAL SUBDIVISION PLAT NO. ____________PROFESSIONAL ENGINEERS & SURVEYORSSTAHLY ENGINEERING & ASSOCIATESPRELIMINARY SUBDIVISION PLATSOUTH UNIVERSITY DISTRICT PHASE 3 MAJOR SUBDIVISIONLOCATED IN THE SW1/4 OF S13 & THE NW1/4 OF S24, T2S, R5E, P.M.M.UPON LOT 2 OF SOUTH UNIVERSITY DISTRICT PH. 2 (PLAT J-605)CITY OF BOZEMAN, GALLATIN COUNTY, MONTANADETAIL 3 - 1"=30'DETAIL 1 - 1"=30'DETAIL 2 - 1"=30'BLOCK 1 CHANGED TO'RESTRICTED' LOTSTREET ROW GRANTED INBLOCKS 3 & 4401 3 OF 3 FINAL SUBDIVISION PLAT NO. ____________ PROFESSIONAL ENGINEERS & SURVEYORS STAHLY ENGINEERING & ASSOCIATES SOUTH UNIVERSITY DISTRICT PHASE 3 MAJOR SUBDIVISION LOCATED IN THE SW1/4 OF S13 & THE NW1/4 OF S24, T2S, R5E, P.M.M. UPON LOT 2 OF SOUTH UNIVERSITY DISTRICT PH. 2 (PLAT J-605) CITY OF BOZEMAN, GALLATIN COUNTY, MONTANA CONDITIONS OF APPROVAL BLOCK 1 CHANGED TO 'RESTRICTED' LOT, UPDATED LANGUAGE REVISED PARKLAND DISTRIBUTION 402 FUTURETRAILS (TYP)WETLANDSMANDEVILLE CREEKSOUTH 14TH AVEY3Y3Y3Y3P3SOUTH 14TH AVEProposed RestrictedBlock 1Lot 18.20 AcresProposed Block 1 CommonOpen Space Lot 10.09 AcresProposed Block 2 CommonOpen Space Lot 10.07 AcresProposed Block 1 CommonOpen Space Lot 20.07 AcresSTUCKY RD(48' WIDTH - 90' ROW)Proposed RestrictedBlock 2Lot 18.60 AcresSTATE ST(35' WIDTH - 60' ROW)S 17TH AVE (47' WIDTH - 70' ROW)PIPE IRRIGATION DITCHALONG PROPERTYFRONTAGEWIDEN S 19TH AVE TO 41'FROM CL TO BACK OFCURB ON EAST SIDENEW S 19TH AVECURB INLET TOSUD PONDCONSTRUCTMEANDERING 10'WIDE CONCRETESIDEWALK ALONG S19TH AVE.MODIFICATION OFEXISTING TRAFFICSIGNAL ON CAMPUSAND 19TH NEW DETENTIONPONDPOND OUTFALLSTRUCTURE45" x 73" ARC CULVERT (60"EQUIVALENT ROUND) ATMANDEVILLE CREEKCROSSINGCONSTRUCT ROUNDABOUTAT CAMPUS BLVD AND S17TH AVEEXISTINGTRAILS (TYP)RELOCATEPOWER POLESPEDESTRIANCROSSWALKNEW S 19TH AVECURB ONEXISTING SYSTEMEXISTING TRAILMODIFICATIONNEW STREETLIGHTS (TYP)SETBACK ZONE 1SETBACK ZONE 2CONNECT TOEXISTING CURBCONNECT TOEXISTING CURBCONNECT TOEXISTINGSIDEWALKINTERIM RIGHT IN RIGHTOUT APPROACH ONTOKAGY (TYP)NEW PUBLIC ACCESSEASEMENT WHERE S 19THWIDENS FROM 60' ROW TO88' ROW FROM CLINTERIM RIGHT INRIGHT OUTAPPROACHCONNECT TOEXISTING WATERCONNECT TO EXISTINGSEWER MANHOLE IN KAGYNEW 10' UTIL EASE(TYP)EX 28.58' IRR EASENEW 20' GAS EASEPER EX GASBLANKET EASES 19TH AVE Proposed Block 2 CommonOpen Space Lot 20.07 AcresBOULEVARDLANDSCAPINGWATER CONNECTIONSTUB WATERFOR FUTUREEXTENSION(TYP)CONNECT TOEXISTING WATERCONNECT TOEXISTING WATERNEW HYDRANT ONEXISTING MAIN(TYP, 1 OF 4)12" LOOP MAINBETWEEN S 19THAVE AND 11TH AVE8" STUB FOR FUTUREMAIN EXTENSIONCONNECT TOEXISTING WATERNEW HYDRANT(TYP)NEW HYDRANT ONEXISTING MAIN(TYP, 1 OF 4)NEW WATERMAIN (TYP)NEW SEWERMAIN (TYP)NEW 8" SEWER STUBFOR FUTURE USE (TYP)60' WIDTH FROM CLTO PROPERTY LINE88' WIDTH FROM CLTO PROPERTY LINE41' WIDTH FROM CLTO BACK OF CURBMIDDLECREEKIRRIGATIONDITCHDIVERSIONMIDDLE CREEKIRRIGATION DITCH10:1 TAPER53' WIDTH FROM CLTO BACK OF CURBPROPOSED 70'PUBLIC STREET ANDUTILITY EASEMENTEXISTING 90' PUBLIC STREET AND UTILITY EASEMENTProposed Right of Way6.37 AcresCONNECT TOEXISTINGROUNDABOUTNEW 8" SEWER STUBFOR FUTURE USE (TYP)8" STUB FORFUTURE USE24" STUB FORFUTURE USE24" STUB FORFUTURE USENEW STORMMAIN (TYP)MODIFY MEDIANSTRIPING FOR LEFTTURN LANESTUCKY STRIPINGMODIFICATIONSAWCUT 1' PAST EDGEOF EXISTINGPAVEMENTMANDEVILLE CREEKADJUST MEDIAN STRIPING TOACCOMMODATE TRAVELLANES AS NEEDED (TYP)MODIFY STRIPING TOCONNECT TO EXISTINGSTRIPING TO SOUTHREMOVE EXISTINGAREA INLET FUTURE S 17TH AVE (47' WIDTH - 70' ROW)NEW LIGHTING ON EASTSIDE OF S 19TH AVE TEMPORARY ASPHALTSIDEWALK ALONG KAGYNEW FES ATIRRIGATION DITCHPIPE INTAKECONNECT TO EXISTING30" RCP IRRIGATIONPIPEBOULEVARD LANDSCAPING AREASSHOWN WITH TREES (TYP)KAGY BLVD(ROW VARIES)NEW SIDEWALK (HATCHED)CONSTRUCT LOTAPPROACH (TYP)CONSTRUCT NEW 2.5' DEEPDITCH ALONG KAGYFRONTAGEINSTALL CULVERT UNDERKAGY APPROACHCONNECT TOEXISTING WATERUTILITY SLEEVES (TYP)DEFER BOULEVARDLANDSCAPING ADJACENTTO SITE TO FUTURE SITEDEVELOPMENT (TYP) Proposed RestrictedBlock 3Lot 118.86 AcresIRRIGATIONPIPINGSTUCKY RD(48' WIDTH - 90' ROW)KAGY BLVD(ROW VARIES)FUTURE ARNOLD ST(35' WIDTH - 70' ROW)ASPHALT WIDENING(HATCHED)VISION TRIANGLES(TYP)EX. 18" CMP CULVERTTO BE ABANDONEDNEW 10' UTIL EASE(TYP)EX 28.58' IRR EASENEW 20' GAS EASEPER EX GASBLANKET EASE60' WIDTH FROM CLTO PROPERTY LINE88' WIDTH FROM CLTO PROPERTY LINEEXISTINGIRRIGATIONEASEMENTNEW STRIPING (TYP)ABANDON EXISTING IRRIGATIONDITCH AND REMOVE EXISTINGBARBED WIRE FENCERELOCATE IRRIGATIONEASEMENT AND PIPE DITCHIN NEW LOCATIONRELOCATEDIRRIGATIONEASEMENTDO NOT DISTURBEXISTINGDIVERSIONCONNECT TOEXISTINGIRRIGATION DITCHCONSTRUCT NEWIRRIGATION PIPEIRRIGATIONMANHOLE (TYP) FUTURE S 14TH AVEEXISTING 90' PUBLIC STREET AND UTILITY EASEMENTPROPOSED 10'UTILITY EASEMENT(TYP)City Park 41.83 Acres(ROW WIDTH VARIES)S 19TH AVE (ROW WIDTH VARIES) S 19TH AVE (ROW WIDTH VARIES)SUD PHASE 3BOUNDARYSUD PHASE 3BOUNDARYADJUST EXISTINGHYDRANTS (TYP)REMOVE EXISTINGHYDRANT (TYP)City Park 314.01 AcresTRAILBENCH MARKCAP BOLT =4945.60REMOVEEXISTINGTREESREMOVE EXISTINGTREES (TYP OF 6)REMOVEEXISTINGTREES FUTURE SIDEWALK (TYP.) FUTURESIDEWALK (TYP.) FUTURE SIDEWALKFUTURESIDEWALK(TYP.)C 1.0 SUBDIVISION IMPROVEMENTS PLAN PROFESSIONAL ENGINEERS & SURVEYORS SUD PHASE 3STAHLY ENGINEERING & ASSOCIATES RTR HOLDINGS II,LLCPROPOSED COMMONSUBDIVISION IMPROVEMENTS403 HYDHYDHYD CAMPUS BLVDSOUTH 11TH AVESOUTH 11TH AVESTUDENT DRIVESOUTH 14TH AVESUD PHASE 1HCHCHCHCHCHCHCHCHCHCHCHCHCHCHCHCHC Y4Y4Y3Y3Y3Y3Y3Y4Y3Y3Y3Y2Y2Y3Y3Y3Y3Y3Y3Y3Y3Y3Y3Y3Y3Y3Y3Y3Y3Y3Y3Y3P3P3P3P3P3P3P3P3P3P3P3P3P3P3P3P3P3P3P3P3P3P3P3P3P3P3P3P3P3P3P3P3P3P3P3P3P3P3P3P3P3P3P3P3P3P3P3P3P3P3P3P3P3P3P3P3P3P3P3P3P3P3P3P3P3P3P3P3P3P3P3P3P3P3P3P3P3P3P3HCHCHCHCP3P3Y3P3P3Y3Y3Y3Y3CAMPUS BLVDCAMPUS BLVDSOUTH 14TH AVESTUCKY RD(48' WIDTH - 90' ROW)EXISTINGTRAILS (TYP)EXISTING TRAILMODIFICATIONCONNECT TOEXISTING WATERCONNECT TOEXISTINGROUNDABOUTFUTURE ARNOLD ST(35' WIDTH - 70' ROW)Proposed RestrictedBlock 4Lot 111.89 Acres FUTURE S 14TH AVESOUTH 13TH AVESOUTH 12TH AVEEXISTING 70' PUBLICSTREET AND UTILITYEASEMENTEXISTING 35' PUBLIC STREET AND UTILITY EASEMENT PROPOSED 10'UTILITY EASEMENT(TYP)EXISTING SUDPHASE 1 EXISTING SUDPHASE 2City Park 41.83 AcresSUD PHASE 3BOUNDARYSUD PHASE 3BOUNDARYCity Park 314.01 AcresTRAILBENCH MARKCAP BOLT =4945.60C 1.1 SUBDIVISION IMPROVEMENTS PLAN PROFESSIONAL ENGINEERS & SURVEYORS SUD PHASE 3STAHLY ENGINEERING & ASSOCIATES RTR HOLDINGS II,LLC404 405 406 407 408 409 410 411 412 413 414 415 416 417 418 419 420 421 422 423 424 425 426 427 428 429 430 431 432 433 434 South University District Phase 3 Subdivision Public Infrastructure Improvements Agreement 1 Send Original to: City of Bozeman Department of Community Development P.O.Box 1230 Bozeman, MT 59771 DRAFT IMPROVEMENTS AGREEMENT FOR SOUTH UNIVERSITY DISTRICT PHASE 3 SUBDIVISION BOZEMAN, MONTANA (PUBLIC INFRASTRUCTURE IMPROVEMENTS) THIS IMPROVEMENTS AGREEMENT (Agreement) is made and entered into this ______ day of __________________, 202__ by and between RTR Holdings II, LLC, hereinafter called the “Subdivider,” and the CITY OF BOZEMAN, a municipal corporation and political subdivision of the State of Montana, with offices at City Hall, 121 North Rouse Avenue, P.O. Box 1230, Bozeman, MT 58771-1230 hereinafter called the “City.” This Agreement is entered pursuant to and incorporates herein the provisions of section 38.270.060 of the Bozeman Municipal Code (BMC). WHEREAS, it is the intent and purpose of the Subdivider to meet the conditions of preliminary plat approval, Planning Application No. 19090 and as amended by application 21066, for the Final Plat application of South University District Phase 3 Subdivision, (16086),to subdivide 74.87 acres together and create (4) development lots, (2) City park lots, (4) open space lots, and the remaining areas as public streets; and WHEREAS, it is the intent and purpose of the Subdivider to obtain Final Plat approval for South University District Phase 3 Subdivision; and WHEREAS, the Final Plat for the South University District Phase 3 Subdivision, was filed prior to the installation of all required subdivision improvements and an improvements agreement with financial and non-financial security was provided; and WHEREAS, it is the intent and purpose of both the Subdivider and the City to hereby enter into an Agreement which will guarantee the full and satisfactory completion of the required improvements related to the property hereinafter described; and it is the intent of this Agreement, 435 South University District Phase 3 Subdivision Public Infrastructure Improvements Agreement 2 and of the parties hereto, to satisfy the improvements guarantee requirements for the Final Plat approval of South University District Phase 3 Subdivision; NOW, THEREFORE, in consideration of the mutual covenants and conditions contained herein, it is hereby agreed as follows: 1.Property Description This Agreement pertains to, and includes, those properties which are designated and identified as being: LEGAL DESCRIPTION – SOUTH UNIVERSITY DISTRICT PHASE 3 SUBDIVISION (PUBLIC INFRASTRUCTURE IMPROVEMENTS) The property is legally described as South University District Phase 3 Major Subdivision located in the SW1/4 OF S13 & the NW1/4 OF S24, T2S, R5E, P.M.M. upon Lot 2 of South University District Ph. 2 (PLAT J-605) City Of Bozeman, Gallatin County, Montana SUBJECT to all easements of record or apparent from a visual inspection of the property. 2. Improvements This Agreement specifically includes the following improvements as listed in this agreement and depicted on Exhibit “X”: Common Improvements: [list of improvements] The Estimated Cost of the common improvements has been estimated by Stahly Engineering, 851 Bridger Drive, Suite 1, Bozeman, MT 59715, at Fifteen Thousand, Eight Hundred and Sixty Three Dollars and sixty cents ($15,863.60). The estimate is attached and made a part of this agreement, as Exhibit “A”. Block 1 & 2 Improvements: [list of improvements] The Estimated Cost of the Block 1 & 2 improvements has been estimated by Stahly Engineering, 851 Bridger Drive, Suite 1, Bozeman, MT 59715, at Fifteen Thousand, Eight Hundred and Sixty Three Dollars and sixty cents ($15,863.60). The estimate is attached and made a part of this agreement, as Exhibit “A”. Block 3 Improvements: 436 South University District Phase 3 Subdivision Public Infrastructure Improvements Agreement 3 [list of improvements] The Estimated Cost of the Block 2 improvements has been estimated by Stahly Engineering, 851 Bridger Drive, Suite 1, Bozeman, MT 59715, at Fifteen Thousand, Eight Hundred and Sixty Three Dollars and sixty cents ($15,863.60). The estimate is attached and made a part of this agreement, as Exhibit “A”. Block 4 Improvements: [list of improvements] The Estimated Cost of the Block 4 improvements has been estimated by Stahly Engineering, 851 Bridger Drive, Suite 1, Bozeman, MT 59715, at Fifteen Thousand, Eight Hundred and Sixty Three Dollars and sixty cents ($15,863.60). The estimate is attached and made a part of this agreement, as Exhibit “A”. 3. Financial Guarantee, Time for Completion of Improvements, Additional Restrictions It is the Subdivider’s intent with this Agreement to file the Final Plat prior to completion of all required subdivision improvements. Therefore, this Agreement shall be secured by financial and non-financial securities as authorized in 38.270.080, BMC. A. Method of Security by Improvement Elements: 1. Common Improvements: by irrevocable standby Letter of Credit No. ______________ for an amount not to exceed $xx,xxx.xx (____________________) acceptable to the City of Bozeman, which is one hundred and fifty (150) percent of the Estimated Cost of said improvements. Common Improvements shall be completed within one year of the final plat of South University District Phase 3 Subdivision. 2. Block 1 & 2: Non-financial security of granting of final permits (Certificate of Occupancy) and Recording of Restrictive Covenant. 3. Block 3: Non-financial security of granting of final permits (Certificate of Occupancy) and Recording of Restrictive Covenant. 4. Block 4: Non-financial security of granting of final permits (Certificate of Occupancy) and Recording of Restrictive Covenant. 5.All blocks: In order to avoid default on the method of security, the Subdivider hereby agrees that the following subdivision related improvements shall be 437 South University District Phase 3 Subdivision Public Infrastructure Improvements Agreement 4 installed and completed no later than three (3) years after the filing of the final subdivision plat for South University District Phase 3 Subdivision, or as extended as allowed under 38.270.030.B.2:Lot frontage sidewalks improvements. Installation of the Common Improvements, and any work associated in this agreement with any block as provided in Section 2, must be completed and accepted by the City prior to occupancy of any building located within said block. Upon submission of fully documented invoices for the work performed on Common Improvements, said work to be inspected and certified for payment by Subdivider’s professional engineers and the City of Bozeman and or its agents as necessary, the City of Bozeman may release a portion of the letter of credit for the work completed by the referenced invoices. Upon full completion and acceptance of the public improvements for a given block or the Common Improvements the City will provide a writing to the then landowner acknowledging completion and releasing the security. No Certificate of Occupancy will be issued until completion and acceptance of all Common Improvements and the public improvements associated with a given Block. 4. Transfer of Obligation and Method of Security A. Subdivider acknowledges and agrees that no delegation of performance required by this agreement relieves the Subdivider of any duty to perform or any liability for the breach of that duty to complete public infrastructure improvements required for the South University District Phase 3 Subdivision. B. City and Subdivider acknowledge the intention of Subdivider to transfer the parcels upon completion of final plat. The transfer of ownership of the parcels does not relieve Subdivider of obligation for installation of improvements. The Subdivider may request and the City may, at its discretion, approve a transfer of obligations under this agreement to a lot purchaser. Transfer must be by execution of a new improvements agreement and security between the new owner and the City. The new improvements agreement must address all elements included in 38.270.060, 438 South University District Phase 3 Subdivision Public Infrastructure Improvements Agreement 5 BMC and as it may be amended. Upon full execution of a new improvements agreement the City may issue to Subdivider a writing releasing Subdivider from specified public infrastructure obligations incurred under subdivision review and secured by this agreement. The City may, at its discretion,accept a different method of security as part of an improvements agreement transferring obligations to a lot purchaser. 5. Change in Security and Agreement A.City and Subdivider acknowledge the Subdivider’s intention to enable subsequent subdivision or site development to be approved and begin construction prior to completion of improvements identified in this agreement. City and Subdivider acknowledge and agree with the Subdivider’s intention to enable each identified Block, excluding all Common Improvements, to be able to complete associated public infrastructure identified in Section 2 in advance of approval of subsequent development or to undertake completion of public infrastructure as Site Concurrent Construction consistent with 38.270.030.C, the variance approved by the City Commission to allow issuance of a building permit prior to completion of all public infrastructure identified in Section 2, and the phasing plan included with this Agreement as Exhibit “X.” B.Should Subdivider or a subsequent lot purchaser wish to receive City approval to begin construction as allowed in Section 5.A, a new Improvements Agreement specific to the applicable Block must be completed between the City and requesting party. The new Improvements Agreement must include a financial security for all outstanding public infrastructure applicable to the block as identified in Section 2 and not yet accepted by the City. 6.City Not Bound In Its Regulatory Authority Nothing in this Agreement alters the required review processes of Chapter 38 of the UDC. Subdivider agrees that nothing herein binds the City to make approvals in its regulatory authority in review of subdivision, zoning, building or other regulatory applications. 7. Inspection Representatives of the City shall have the right to enter upon the property at any reasonable time in order to inspect it and to determine if the Subdivider is in compliance with this Agreement, and the Subdivider shall permit the City and its representatives to enter upon and inspect the 439 South University District Phase 3 Subdivision Public Infrastructure Improvements Agreement 6 property at any reasonable time. 8. Default Time is of the essence of this Agreement. If the Subdivider shall default in or fail to fully perform any of its obligations in conformance with the time schedule under this Agreement, and such default or failure shall continue for a period of thirty (30) days after written notice specifying the default is deposited in the United States mail addressed to the Subdivider at RTR Holdings II, LLC, 22 Turtle Rock Court, Tiburon CA 94920, or such other address as the Subdivider shall provide to the City from time to time, without being completely remedied, satisfied, and discharged, the City may elect to enforce any of the following specified remedies: A) The City may, at its option, declare the financial guarantee to be forfeited and secure the complete construction and inspection of the improvements described herein. The City's representative, contractors, and engineers shall have the right to enter upon the property and perform such work and inspection, and the Developer shall permit and secure any additional permission required to enable them to do so. In the event that any funds remain from the financial guarantee upon completion of all improvements, such funds shall be promptly returned to the Subdivider. B) The City may enforce any other remedy provided by law. 9.Waiver of Claims, Limitation of Liability, and Indemnification The Subdivider hereby expressly agrees to indemnify and hold the City harmless for and against all claims, costs and liability of every kind and nature, for injury or damage received or sustained by any person or entity in connection with, or on account of the performance of work at the development site and elsewhere pursuant to this Agreement. Subdivider further agrees to aid and defend the City in the event that it is named as a defendant in an action concerning the performance of work pursuant to this Agreement except where such suit is brought by the Subdivider. The Subdivider is not an agent or employee of the City. To the fullest extent permitted by law, Subdivider waives all claims against the City, its officers and employees, agents, insurers, and consultants any and all claims for or entitlement to special, incidental, indirect, or consequential damages arising out of, resulting from, or in any way related to the installation of public infrastructure improvements, including delay of completion of any aspect of the project that may affect South University District Phase 3 Subdivision. 440 South University District Phase 3 Subdivision Public Infrastructure Improvements Agreement 7 In addition to the above, Subdivider shall defend and indemnify the City from any claims brought against the City by any of the Subdivider’s partners, investors, creditors, lenders, agents, or any other entity associated with the Subdivider or South University District Phase 3 Subdivision for claims related to delay of or failure to complete the improvements as provided in Section 2. 10. Attorney Fees In the event it becomes necessary for either party to this Agreement to retain an attorney to enforce any of the terms or conditions of this Agreement, then the prevailing party shall be entitled to reasonable attorney's fees and costs, including fees, salary, and costs of in-house counsel including City Attorney. 11. Warranty The Subdivider shall warrant against defects of all improvements and that these improvements are made in a good and workman-like manner for a period of two (2) years from the date of their written acceptance by the governing body. 12. Governing Law This Agreement shall be construed according to the laws of the State of Montana. In the event of litigation concerning this Agreement, venue is in the Eighteenth Judicial District Court, Gallatin County, State of Montana. 13.Dispute Resolution a.Any claim, controversy, or dispute between the parties, their agents, employees, or representatives shall be resolved first by negotiation between senior-level personnel from each party duly authorized to execute settlement agreements. Upon mutual agreement of the parties, the parties may invite an independent, disinterested mediator to assist in the negotiated settlement discussions. b.If the parties are unable to resolve the dispute within thirty (30) days from the date the dispute was first raised, then such dispute may only be resolved in a court of competent jurisdiction in compliance with the Governing Law provisions of this Agreement. 441 South University District Phase 3 Subdivision Public Infrastructure Improvements Agreement 8 14. Modification or Alterations No modifications or amendment of this Agreement shall be valid, unless evidenced by a writing signed by the parties hereto. 15. Invalid Provision The invalidity or unenforceability of any provision of this Agreement shall not affect the other provisions hereof, and this Agreement shall be construed in all respects as if such invalid or unenforceable provision were omitted. 16.No Third-Party Beneficiary This Agreement is for the exclusive benefit of the parties, does not constitute a third-party beneficiary agreement, and may not be relied upon or enforced by a third party. 17. No Assignment It is expressly agreed that the Subdivider shall not assign this Agreement in whole, or in part, without prior written consent to City. 18. Successors Except as provided in paragraph twelve (12), this Agreement shall be binding upon, ensure to the benefit of, and be enforceable by the parties hereto and their respective heirs, successors and assigns. 19.Integration This Agreement and all Exhibits attached hereto constitute the entire agreement of the parties. Covenants or representations not contained therein or made a part thereof by reference, are not binding upon the parties. There are no understandings between the parties other than as set forth in this Agreement. All communications, either verbal or written, made prior to the date of this Agreement are hereby abrogated and withdrawn unless specifically made a part of this Agreement by reference. 20.Filing 442 South University District Phase 3 Subdivision Public Infrastructure Improvements Agreement 9 The Subdivider shall have this Agreement recorded in the Office of the Gallatin County Clerk and Recorder within 10 business days of the signature of the Community Development Director. SUBDIVIDER _________________________________________ By: _RTR Holdings II, LLC by its Principal_________ (On behalf of) (Capacity) STATE OF ) :ss COUNTY OF ) On this ________ day of ____________________, 2021, before me, the undersigned, a Notary Public for the State of ____________________, personally appeared _____________________, known to me to be the landowner that executed the within instrument, and acknowledged to me that he executed the same as _____________ and on behalf of RTR Holdings II, LLC. IN WITNESS WHEREOF, I have hereunto set my hand and affixed my official seal the day and year first above written. ________________________________________ ________________________________________ (SEAL)(Printed & Signed name) Notary Public for the State of Montana Residing at _______________________________ My Commission Expires:____________________ (Use four digits for expiration year) 443 South University District Phase 3 Subdivision Public Infrastructure Improvements Agreement 10 THE CITY OF BOZEMAN _______________________________ Martin Matsen Director City of Bozeman Community Development STATE OF MONTANA) :ss County of GALLATIN ) On this _______ day of _________________, 2021, before me, a Notary Public for the State of Montana, personally appeared Martin Matsen, known to me to be the person described in and who executed the foregoing instrument as Director of the City of Bozeman Department of Community Development, whose name is subscribed to the within instrument and acknowledged to me that they executed the same for and on behalf of said City. IN WITNESS WHEREOF, I have hereunto set my hand and affixed my Notarial Seal the day and year first above written. ________________________________________ ________________________________________ (SEAL)(Printed & Signed name) Notary Public for the State of Montana Residing at Bozeman My Commission Expires:____________________ (Use four digits for expiration year) 444 Memorandum REPORT TO:City Commission FROM:Chris Saunders, Community Development Manager Martin Matsen, Community Development Director SUBJECT:Buffalo Run Annexation, Adoption of Resolution 5284, and Zone Map Amendment, Provisional Adoption of Ordinance 2069, Annexing and Zoning 20.79 Acres Located at 5400 Fowler Lane, and Establishing an Initial Zoning Designation of R-4, Residential High Density District, and Authorize City Manager to Sign the Buffalo Run Annexation Agreement and Easement for Fowler Lane. MEETING DATE:April 20, 2021 AGENDA ITEM TYPE:Community Development - Legislative RECOMMENDATION:Recommended Annexation Motion: Having reviewed and considered the staff report, application materials, public comment, and all information presented, I hereby adopt the findings related to annexation presented in the staff report for application 21076 and move to approve Resolution 5284, the Buffalo Run Annexation and Authorize City Manager to Sign the Buffalo Run Annexation Agreement and Easement for Fowler Lane. Recommended Zoning Motion: Having reviewed and considered the staff report, application materials, public comment, and all information presented, I hereby adopt the findings related to zoning presented in the staff report for application 21076 and move to provisionally adopt Ordinance 2069, the Buffalo Run Zone Map Amendment. STRATEGIC PLAN:4.2 High Quality Urban Approach: Continue to support high-quality planning, ranging from building design to neighborhood layouts, while pursuing urban approaches to issues such as multimodal transportation, infill, density, connected trails and parks, and walkable neighborhoods. BACKGROUND:Annexation of 20.79 acres and amendment of the City Zoning Map for the establishment of a zoning designation of R-4, Residential High Density District. The City reviews applications for annexation and zone map amendments as they are submitted by the landowner. The landowner submitted an application to annex a single parcel and adjacent right of way of Fowler Lane. The issue of whether and how the City should grow is a prominent part of the City’s adopted Bozeman Community Plan 2020, see pages 8-15. See the attached staff report for additional information and analysis of compliance 445 with required criteria. UNRESOLVED ISSUES:None ALTERNATIVES:1. Direct Staff to include additional terms of annexation or revised terms of annexation to be included in a revised annexation agreement prior to adoption of Resolution 5284. 2. Do not adopt Resolution 5284 or Ordinance 2069 based on the City Commission’s stated findings of non-compliance with the applicable criteria contained within the staff report; 3. Open and continue the public hearing on the application, with specific direction to staff or the applicant to supply additional information or to address specific items; or 4. Utilize 38.260.120.D to propose and consider an alternate zoning action. FISCAL EFFECTS:See staff report. Attachments: 21076 Buffalo Run Annx-ZMA CC Staff Report.pdf 21076 Buffalo Run ZC App Packet.pdf 21076 Buffalo Run Annx Res 5284.docx Annexation Map 02-23-2021.pdf 21076 Buffalo Run AA final with applicant signatures.pdf Annexation Map 02-23-2021.pdf Public Street and Utility Easement_Buffalo Run w app signatures.pdf 6475002 PUBLIC STREET EASEMENT - Exhibit.pdf 21076 Buffalo Run ZMA ord 2069.docx Initial Zoning Map 02-23-2021.pdf 20210316_Kurk Drive volume memo.pdf Report compiled on: April 9, 2021 446 Page 1 of 79 21076 Staff Report for the Buffalo Run Annexation and Zone Map Amendment Public Hearings: Zoning Commission (map amendment only) March 22, 2021 City Commission (Annexation and map amendment) April 20, 2021 Project Description: Annexation of 20.79 acres and amendment of the City Zoning Map for the establishment of a zoning designation of R-4, Residential High Density District. Project Location: 5400 Fowler Lane. Recommendation: Meets standards for approval with terms of annexation and contingencies. Zoning Commission Motion: Having reviewed and considered the staff report, application materials, public comment, and all information presented, I hereby adopt the findings presented in the staff report for application 21076 and move to recommend approval for the Buffalo Run Zone Map Amendment, with contingencies required to complete the application processing. Recommended Annexation Motion: Having reviewed and considered the staff report, application materials, public comment, and all information presented, I hereby adopt the findings related to annexation presented in the staff report for application 21076 and move to approve Resolution 5284, the Buffalo Run Annexation and authorize the City Manager to sign the Buffalo Run Annexation Agreement and easement for Fowler Lane. Recommended Zoning Motion: Having reviewed and considered the staff report, application materials, public comment, and all information presented, I hereby adopt the findings related to zoning presented in the staff report for application 21076 and move to provisionally adopt Ordinance 2069, the Buffalo Run Zone Map Amendment. Report: April 9, 2021 Staff Contact: Chris Saunders, Community Development Manager Lance Lehigh – Engineer III Agenda Item Type: Action - Legislative 447 Staff Report for 21076 Buffalo Run Annexation & Zone Map Amendment Page 2 of 79 EXECUTIVE SUMMARY This report is based on the application materials submitted, applicable public documents, and public comment received to date. Unresolved Issues There are no objections by the applicant to the recommended Terms of Annexation and Zone Map Amendment contingencies. The Commission will decide on whether to annex and zone. Project Summary The City reviews applications for annexation and zone map amendments as they are submitted by the landowner. The landowner submitted an application to annex a single parcel and adjacent right of way of Fowler Lane. Annexation of the adjacent road right of way is required by state law, 7-2-4211, MCA. There is one existing home on the parcel. The property is located adjacent to the City boundary at Meadow Creek Park. The issue of growth of the City is a prominent part of the City’s adopted Bozeman Community Plan 2020, see pages 8-15. The City Commission has established the policy of both inward focused and outward growth. Annexation is the first step in the outward growth of the City on an individual property. The primary purpose of annexation review is to address the future provision of municipal infrastructure and services as land is added to the City. The City uses the annexation agreement method authorized in state law to require the development to comply with all municipal infrastructure and services requirements. Some elements are addressed immediately with the annexation agreement, but most are addressed at the time of future development. For an example, see the required contents of municipal subdivision regulations in 76-3-501, MCA. The City has adopted regulations which accomplish all the listed requirements. The purpose of zone map amendment (ZMA) review is to evaluate the 11 criteria established in state law for modifying the City’s zoning map. Review of the zoning criteria is guided by the policies for zoning review set by the City Commission in the Bozeman Community Plan 2020, pages 71-78. Setting a zoning district establishes the development standards applicable to a particular area. Most of the City’s development standards, such as park development standards, access to municipal utilities, and street configurations are uniform across all zoning districts. The ZMA process includes two public hearings to receive public input applicable to the identified criteria. The Landowner has requested that the annexation agreement and implementing zoning ordinance be prepared so that action by the City Commission on April 20th completes the annexation process and is the first formal adoption of requested zoning. This option is available to all annexation requests. The decision to use the option is at the discretion of the landowner. Resolution 5284 and Ordinance 2069 are attached to this report and the recommended motions will adopt the documents. 448 Staff Report for 21076 Buffalo Run Annexation & Zone Map Amendment Page 3 of 79 The application proposes an initial designation of R-4, Residential High Density District. The zone map amendment application does not authorize any construction. Prior to any further development of the site, a subdivision or site plan application (or both) must be submitted, reviewed against all applicable development criteria, and approved. Any development proposal must demonstrate compliance with City standards and adequate infrastructure (such as streets, water, parks, and sewer) to meet needs of the development. Multiple City departments review applications for annexation and zone map amendments. The purpose of this report is to present a summary of the collective analysis by Staff of the review criteria required for this application. The report documents the Staff’s conclusions related to those criteria. The criteria applicable to the application address complex issues. Public comments raised a number of issues related to the criteria. The analysis under each criterion also responds to the public comment. Due to the complexity of the issues and scope of public comment this report is more extensive than for many applications of the same type. Due to the scope of this report a criteria key sheet is provided on page 6 which identifies each criteria, the page number on which analysis related to that criteria begins, identifies other related criteria, and provides references where the subject matter is addressed in the growth policy. Staff does not advocate for or against any development application, but presents its own independent analysis and conclusions. The following adopted public planning documents support urban development at the time development of the site is proposed: • Bozeman Community Plan 2020 • Gallatin County growth policy • Gallatin County/Bozeman Area Plan – County neighborhood plan • Triangle Community Plan – Bozeman, Belgrade, Gallatin County joint document • Transportation Master Plan 2017 – City transportation plan • Greater Bozeman Area Transportation Master Plan 2007 – Gallatin County Transportation Plan • Water Facility Plan 2017 – City’s plan for water system operations and expansion • Wastewater Facility Plan 2015 – City’s plan for wastewater system operations and expansion Analysis of the criteria in the report looks not only at current conditions but also what is planned for the future as shown in the adopted documents listed above; and as is required by adopted City development standards. Documents for which a hyperlink is included in this report are incorporated in this report by the hyperlinked reference. 449 Staff Report for 21076 Buffalo Run Annexation & Zone Map Amendment Page 4 of 79 Zoning Commission The Zoning Commission held a public hearing on March 22, 2021. After consideration of the application materials, Staff report, applicant presentation, and public comment a motion to recommend approval, as shown on page 1, was offered, seconded, and approved. The motion passed on a vote of 3-1. Primary issues of discussion by the Zoning Commission were compliance with the growth policy, transportation capacity and existing status of Fowler Lane, infrastructure availability, uncertainty of outcome with any zone map amendment, reliance on adopted standards, access to services, and applicant meeting the burden of proof for the application. The video recording and minutes of the public hearing are available at https://bozeman.granicus.com/player/clip/66?view_id=1&redirect=true. See Appendix A for additional information on noticing and public comments. There were some technical difficulties getting participants entered into the beginning of the WebEx meeting. The video includes the entire meeting period including the time when the technical issues were being resolved. This delay is reflected in the following summary timeline of the public hearing: Meeting begins: 0:00 General public comment opportunity 6:32 – no persons offered comment Chair opens action item for review at 11:15 Technical issues until 30:00 Chair reopens item for general public comment again at 31:00 – two persons decide to wait until after presentation, no comments offered at this time. Chair re-announces action item for review at 33:25 Staff presentation begins 34:00 Applicant presentation begins 56:00 Public Comment begins (25 speakers) 1:50:00 Applicant response begins 3:01:00 Board discussion and motion begins 3:07:45 Written Public Comment Written comments addressing this project are available for review at https://weblink.bozeman.net/WebLink/Browse.aspx?id=233876&dbid=0&repo=BOZEMAN As comments are received they are added to this folder and available to all interested parties. Comments received prior to noon on the day of a public hearing will be included in the online archive prior to the meeting. 450 Staff Report for 21076 Buffalo Run Annexation & Zone Map Amendment Page 5 of 79 City Commission Alternatives 1. Direct Staff to include additional terms of annexation or revised terms of annexation to be included in a revised annexation agreement prior to adoption of Resolution 5284. 2. Do not adopt Resolution 5284 or Ordinance 2069 based on the City Commission’s stated findings of non-compliance with the applicable criteria contained within the staff report; 3. Open and continue the public hearing on the application, with specific direction to staff or the applicant to supply additional information or to address specific items; or 4. Utilize 38.260.120.D to propose and consider an alternate zoning action. TABLE OF CONTENTS EXECUTIVE SUMMARY ...................................................................................................... 2 Unresolved Issues ............................................................................................................... 2 Project Summary ................................................................................................................. 2 Zoning Commission ............................................................................................................ 4 Written Public Comment .................................................................................................... 4 City Commission Alternatives ............................................................................................ 5 Review Criteria Key to Document Location ...................................................................... 7 SECTION 1 - MAP SERIES .................................................................................................. 11 SECTION 2 - RECOMMENDED TERMS OF ANNEXATION .......................................... 17 SECTION 3 - RECOMMENDED CONTINGENCIES OF ZONE MAP AMENDMENT... 21 SECTION 4 - RECOMMENDATION AND FUTURE ACTIONS ...................................... 22 Annexation ........................................................................................................................ 22 Zone Map Amendment ..................................................................................................... 22 SECTION 5 - ANNEXATION STAFF ANALYSIS AND FINDINGS ................................ 23 SECTION 6 - ZONE MAP AMENDMENT STAFF ANALYSIS AND FINDINGS ........... 37 Spot Zoning Criteria ......................................................................................................... 65 PROTEST NOTICE FOR ZONING AMENDMENTS ......................................................... 69 APPENDIX A - NOTICING AND PUBLIC COMMENT .................................................... 70 APPENDIX B - PROJECT GROWTH POLICY AND PROPOSED ZONING ................... 71 APPENDIX C - OWNER INFORMATION AND REVIEWING STAFF ............................ 78 451 Staff Report for 21076 Buffalo Run Annexation & Zone Map Amendment Page 6 of 79 FISCAL EFFECTS ................................................................................................................. 79 ATTACHMENTS ................................................................................................................... 79 452 Staff Report for 21076 Buffalo Run Annexation & Zone Map Amendment Page 7 of 79 Review Criteria Key to Document Location Criteria Key: AG=Annexation Goal, AP=Annexation Policy, Z=Zoning Criteria Annexation Goals Terms of Annex – Related BMC Reference Staff Report Page #, Related Criteria Growth Policy Reference, page # 1. Contiguity 22 Theme 7, pp. 48- 49 2. Wholly surrounded 22 Theme 7, p. 49 3. Contracting for services 22 4. Sewer service area 5.i, 5h 22-24 pp. 8-15 5. Urban Area on FLUM 24 pp. 8-15, Chpt 3, p. 52 6. Regular boundaries 24-25 Theme 7, p. 49 7. Enhance circulation systems 5, 14, 15 – 38.400 25-26, AP7, ZF Theme 5, pp. 39- 42 8. Larger than 5 acres 26 9. Water rights 5.c – 38.410.130 26 p. 14 10. Provision of water/sewer 5, 8-10, 13 – 38.410.070 26-28, AG4, AP9, ZD Theme 7, p. 49 Annexation Policy Terms of Annex – Related BMC Reference Staff Report Page #, Related Criteria Growth Policy Reference, page # 1. Easements, ROW, waivers 4, 14, 15 – 38.400, 38.410.060 25-29 Theme 5, p. 41 2. Planning and zoning 29 3. Growth Policy 29 All 453 Staff Report for 21076 Buffalo Run Annexation & Zone Map Amendment Page 8 of 79 Annexation Policy Terms of Annex – Related BMC Reference Staff Report Page #, Related Criteria Growth Policy Reference, page # 4. Initial zoning 38.260 Part 2 29-30, ZA- ZK All, Chpt 5, pp. 71-78, Chpt 3, p. 52, p. 58, p. 60 5. Preferred zoning 38.260 Part 2 30 p. 72 6. Application fees 30 7. Unpaved roads 38.400 30-31, AG7, AP9, ZF 8. Water rights 5.c – 38.410.130 32 p. 14 9. Infrastructure/Emergency services 5.d, 5.g, 5.h, 11, 12 – 38.400, 38.410, 38.420 32-34, AP7, ZD 10. Existing/Emergency connect to services 5, 8-10 34, AP18 11. Mapping 1, 2 34-35 12. Impact Fees 5.j – 2.06 Division 9 35 p. 15 13. Notice 38.220 Part 3 35 14. Prompt annexation agreement completion 1, 3 35 15. Part 46 annexation 6, 7 35-36 16. Road improvement district 36 17. Notice to other agencies 36 Theme 7, pp. 48- 49 18. Connection to utilities w/ development 8-10 – 38.410.060 & 070 36 Theme 7, pp. 48- 49 454 Staff Report for 21076 Buffalo Run Annexation & Zone Map Amendment Page 9 of 79 Zoning Criteria Terms of Annex – Related BMC Reference Staff Report Page #, Related Criteria Growth Policy Reference, page # A. Be in accordance with a growth policy. 5, 38.230.100 37-44, ZD, ZF, ZG, ZH All, Chpt 5, pp. 71-78, Chpt 3, p. 52, p. 58, p. 60 B. Secure safety from fire and other dangers. 38.230.100, 38.410, 38.600 44-45 Chpt 5, pp. 73- 74 C. Promote public health, public safety, and general welfare. 5 - 38.230.100, 38.600 45, ZA, ZB, ZD Chpt 5, pp. 73- 74 D. Facilitate the provision of transportation, water, sewerage, schools, parks and other public requirements. 2 -38.230.100, 38.400, 38.410, 38.420 45-47, ZA, ZG, ZF, AP8, AP9, AP12 Chpt 5, pp. 73- 74 E. Reasonable provision of adequate light and air. 38.230.100, 38.420, 38.5 47 Chpt 5, p. 74 F. The effect on motorized and non-motorized transportation systems. 38.230.100, 38.400 47-51, AG7, AP7, AP9, ZD, ZG, ZH Chpt 5, pp. 74- 75 G. Promotion of compatible urban growth. 38.230.100, 38.310, 38.320, 38.5 51-53, ZA, ZH Chpt 5, pp. 75- 76 H. Character of the district. 11 – 38.310, 38.320 54-63, ZA, ZG, ZF Chpt 5, pp. 76- 77 I. Peculiar suitability for particular uses. 38.260.110, 38.230 63 Chpt 5, pp. 76- 77 J. Conserving the value of buildings. 38.260.110, 38.230, 38.5 63, ZA, ZG, ZH Chpt 5, pp. 77- 78 K. Encourage the most appropriate use of land throughout the jurisdictional area. 38.260.110 64, ZA Chpt 5, pp. 77- 78 455 Staff Report for 21076 Buffalo Run Annexation & Zone Map Amendment Page 10 of 79 Spot Zoning Criteria Terms of Annex – Related BMC Reference Staff Report Page #, Related Criteria Growth Policy Reference, page # 1. Is the proposed use significantly different from the prevailing land uses in the area? 38.310.030 64-66, ZA, ZG, ZH Zoning Amendment Review pp. 73-77 2. Is the area requested for the rezone rather small in terms of the number of separate landowners benefited from the proposed change? 66, ZA 3. Would the change be in the nature of “special legislation” designed to benefit only one or a few landowners at the expense of the surrounding landowners or the general public? All terms of annexation - Chapter 38 66-67, ZA, ZD, ZG, ZH Chpt 5, pp. 71- 78 Protest Terms of Annex – Related BMC Reference Staff Report Page #, Related Criteria Growth Policy Reference, page # 150’ – 6 parcels, adequate protests received 38.260.120.D 68-69 456 Staff Report for 21076 Buffalo Run Annexation & Zone Map Amendment Page 11 of 79 SECTION 1 - MAP SERIES Project Vicinity Map (2018 air photo) 457 Staff Report for 21076 Buffalo Run Annexation & Zone Map Amendment Page 12 of 79 Large Scale Project Vicinity Map – Bozeman Community Plan 2020 Future Land Use Map 458 Staff Report for 21076 Buffalo Run Annexation & Zone Map Amendment Page 13 of 79 Project Small Scale Vicinity Map Showing the Future Land Use Map – Subject property is designated as Urban Neighborhood 459 Staff Report for 21076 Buffalo Run Annexation & Zone Map Amendment Page 14 of 79 Project Vicinity Map Showing Municipal Zoning 460 Staff Report for 21076 Buffalo Run Annexation & Zone Map Amendment Page 15 of 79 Project Vicinity Map Showing Adjacent County and Municipal Zoning. The light green shade is the AS zoning district established by Gallatin County. (source: Gallatin County Zoning mapper) 461 Staff Report for 21076 Buffalo Run Annexation & Zone Map Amendment Page 16 of 79 Annexation Vicinity Map 462 Staff Report for 21076 Buffalo Run Annexation & Zone Map Amendment Page 17 of 79 Figure 6.1: Visionary Major Street Network, Bozeman Transportation Master Plan SECTION 2 - RECOMMENDED TERMS OF ANNEXATION The following terms of annexation are recommended to enable the application to comply with the City’s Annexation Policy and the requirements of state law for the provision of services. These terms of annexation are included in the annexation agreement attached to Resolution 5284 presented for Commission action. The resolution is attached to this report. Terms that require action prior to adoption of Resolution 5284 have been met. Recommended terms of annexation: 1. The documents and exhibits to formally annex the subject property must be identified as the “Buffalo Run Annexation.” 2. That the applicant must submit an Annexation map, titled “Buffalo Run Annexation”. The map must be supplied on: 1) a mylar for City records (either 18" by 24" or 24” by 36” size); 2) a reduced 8 ½" x 11" or 8 ½” by 14" exhibit suitable for filing with the Annexation Agreement at the County Clerk & Recorder; 3) an editable digital copy for the City Engineer’s Office; and 4) a PDF. This map must be acceptable to the City Engineer’s Office, and must be submitted with the signed Annexation Agreement. The map shall contain a metes and bounds legal description of the perimeter of the subject property including adjacent right-of-ways or street easements, and total acreage of the 463 Staff Report for 21076 Buffalo Run Annexation & Zone Map Amendment Page 18 of 79 property to be annexed; unless the property to be annexed can be entirely described by reference to existing platted properties or certificates of survey. 3. The applicant must execute all contingencies and terms of the Annexation Agreement with the City of Bozeman within 60 days of the distribution of the annexation agreement from the City to the applicant or annexation approval shall be null and void. 4. If they do not already exist the applicant must provide and file with the County Clerk and Recorder's office executed Waivers of Right to Protest Creation of Special Improvement Districts (SID’s) for the following: a. Street improvements to S. 27th Avenue between Blackwood Road and West Graf Street including lighting, signalization, paving, curb/gutter, sidewalk, and storm drainage. b. Street improvements to Blackwood Road between Fowler Lane and South 19th Avenue including lighting, signalization, paving, curb/gutter, sidewalk, and storm drainage. c. Street improvements to West Graf Street between Fowler Lane to South 19th Avenue including lighting, signalization, paving, curb/gutter, sidewalk, and storm drainage. d. Street improvements to Fowler Lane between Blackwood Road and Stucky Road including lighting, signalization, paving, curb/gutter, sidewalk, and storm drainage. e. Intersection improvements at Blackwood Road and Fowler Lane including lighting, signalization/channelization, paving, curb/gutter, sidewalk, and storm drainage. f. Intersection improvements at Fowler Lane and West Graf Street including lighting, signalization/channelization, paving, curb/gutter, sidewalk, and storm drainage. g. Intersection improvements at Blackwood Road and South 27th Avenue including lighting, signalization/channelization, paving, curb/gutter, sidewalk, and storm drainage. h. Intersection improvements at Blackwood Road and South 19th Avenue including lighting, signalization/channelization, paving, curb/gutter, sidewalk, and storm drainage. i. Intersection improvements to Fowler Lane and Stucky Road including lighting, signalization/channelization, paving, curb/gutter, sidewalk, and storm drainage. The document filed must specify that in the event an SID is not utilized for the completion of these improvements, the applicant agrees to participate in an alternate financing method for the completion of improvements on a fair share, proportionate basis as determined by square footage of property, taxable valuation of the property, traffic contribution from the development, or a combination thereof. The waiver shall be included in the annexation agreement and signed prior to the adoption of the Resolution of Annexation. 5. The Annexation Agreement shall include the following notices: 464 Staff Report for 21076 Buffalo Run Annexation & Zone Map Amendment Page 19 of 79 a. The Annexation Agreement must include notice that, prior to development, the applicant will be responsible for preparing a storm water master plan in conjunction with future development. b. The Annexation Agreement must include notice the City will, upon annexation, make available to the Property existing City services only to the extent currently available, or as provided in the Agreement. c. The Annexation Agreement must include notice that, prior to future final development approval, the applicant will be responsible for transfer of water rights or a payment in lieu as required by the Bozeman Municipal Code. d. The Annexation Agreement must include notice that there is no right, either granted or implied, for Landowner to further develop any of the property until it is verified by the City that the necessary municipal services are available to the property. e. The Annexation Agreement must include notice that utility easements may be required to be provided by the landowner at the time of development to ensure necessary municipal services are available to the property. f. The Annexation Agreement must include notice that charges and assessments may be required after completion of annexation to ensure necessary municipal services are available to the property. g. The Annexation Agreement must include notice that the applicant must connect to municipal services and will be responsible for installing any facilities required to provide full municipal services to the property. h. The Annexation Agreement must include notice that, prior to development, the applicant will be responsible for installing any facilities required to provide full municipal services to the properties in accordance with the City of Bozeman's infrastructure master plans and all City policies that may be in effect at the time of development. i. The Annexation Agreement must include notice that the property is located within the Meadow Creek Subdivision payback district and that in conjunction with development, the required payback will be provided. j. The Annexation Agreement must include notice that the City will assess system development/ impact fees in accordance with Montana law and Chapter 2, Article 6, Division 9, Bozeman Municipal Code. 6. All procedural terms necessary to establish the Annexation Agreement in conformance with state law and municipal practice will be included with the final Annexation Agreement. 465 Staff Report for 21076 Buffalo Run Annexation & Zone Map Amendment Page 20 of 79 7. The annexation description and map must include the entire width of Fowler Lane adjacent to the property. 8. The Annexation Agreement must include notice that the existing home must be connected to municipal services not later than the time when municipal water or sewer are within 200 feet; or upon failure of the on-site septic system. The Landowner will be responsible for installing any facilities required to provide full municipal services to the property in accordance with city policy at the time of connection. 9. At the time the existing home is connected to the municipal sewer the existing on-site sewage treatment system must be properly abandoned and certification provided to the City Water and Sewer Division that the abandonment occurred. The Landowner must report the abandonment to the Gallatin City County Health Department. In addition to abandonment of the septic tank and leach field, the Landowner must demonstrate that the sanitary sewer line from the house to the septic tank has been completely disconnected from the existing septic system prior to the Landowner connecting the sanitary sewer line coming from the house to the City sanitary sewer system. 10. At the time the existing home is connected to the municipal water system any wells presently used for domestic purposes may be retained for irrigation only, with no physical connection to domestic water piping. Certification that there is no physical connection between an on-site well and the domestic water line coming from the City’s water supply to the house must be provided. 11. Not less than one-half of the required park impact mitigation must be provided as land dedicated adjacent to, and as an expansion of, the Meadow Creek Park bounded by Kurk Drive, South 30th Avenue, and Meah Lane. 12. Should any area of Meadow Creek Park be approved to be displaced to provide street connection to the property or for other action of the development, the amount of displaced area shall be replaced as additional area of park dedication in addition to that otherwise required by the development to meet the standards of Division 38.420, BMC. 13. Due to high groundwater levels in the area no basements are permitted with future development. No crawl spaces will be permitted with future development of the site, unless a professional engineer registered in the State of Montana certifies that the lowest point of any proposed structure is located above the seasonal high groundwater level and provides supporting groundwater data prior to the release of building permit. In addition, sump pumps are not allowed to be connected to the sanitary sewer system. Sump pumps are also not allowed to be connected to the drainage system unless capacity is designed into the drainage system to accept the pumped water. Water from sump pumps may not be discharged onto streets, such as into the curb and gutters where they may create a safety hazard for pedestrians and vehicles. 466 Staff Report for 21076 Buffalo Run Annexation & Zone Map Amendment Page 21 of 79 14. Fowler Lane is classified as a Minor Arterial in the Bozeman Transportation Master Plan (TMP), which has a minimum right-of-way (ROW) width of (100) feet. The applicant must provide their respective amount of Fowler Lane ROW (50) feet from the centerline as an executed public street and utility easement where Fowler Lane is adjacent to the property prior to the adoption of the Resolution of Annexation. 15. Kurk Drive is classified as a Local Street and is adjacent to the subject property. The applicant must either provide their respective Kurk Drive ROW that matches the existing cross section easement width adjacent to Meadow Creek Park as a public street and utility easement from the eastern property boundary to Fowler Lane ROW; or should the alignment of Kurk Drive not follow the northern property boundary, provide a 60 foot width public street and utility easement from the existing endpoint of Kurk Drive to the Fowler Lane ROW, prior to commencement of construction of any public infrastructure on the site. 16. If future development review finds Kurk Drive could carry up to 1,100 vehicle per day of combined existing and proposed development traffic at the design year a second paved street access to the property is required. SECTION 3 - RECOMMENDED CONTINGENCIES OF ZONE MAP AMENDMENT Please note that these contingencies are necessary for the City to complete the process of the proposed amendment. These contingencies only apply in the event that the related annexation request has previously been approved. These contingencies have been met by the applicant and Ordinance 2069 is presented to the City Commission for provisional adoption. Ordinance 2069 is attached to this report. Recommended Contingencies of Approval: 1. That all documents and exhibits necessary to establish an initial municipal zoning designation shall be identified as the “Buffalo Run Zone Map Amendment.” All required documents must be returned to the City within 60 days of the City Commission action to annex the property or the preliminary approval shall be null and void. 2. That the Ordinance for the Zone Map Amendment shall not be finalized until the Annexation Agreement is signed by the applicant and formally approved by the City Commission. If the annexation agreement is not approved, the Zone Map Amendment application shall be null and void. 3. That the applicant must submit a Zone Amendment map, titled “Buffalo Run Zone Map Amendment”. The map must be supplied on: 1) a mylar for City records (either 18" by 24" or 24” by 36” size); 2) a reduced 8 ½" x 11" or 8 ½” by 14" exhibit for filing with the Annexation Agreement at the County Clerk & Recorder; 3) an editable digital copy for 467 Staff Report for 21076 Buffalo Run Annexation & Zone Map Amendment Page 22 of 79 the City Engineer’s Office; and 4) a PDF. This map must be acceptable to the City Engineer’s Office, and must be submitted within 60 days of the action to approve the zone map amendment. The map shall contain a metes and bounds legal description of the perimeter of the subject property including adjacent rights-of-way or street easements, and total acreage of the property to be rezoned; unless the property to be rezoned can be entirely described by reference to existing platted properties or certificates of survey. 4. The Ordinance for the Zone Map Amendment shall not be drafted until the applicant provides an editable metes and bounds legal description prepared by a licensed Montana surveyor. SECTION 4 - RECOMMENDATION AND FUTURE ACTIONS Annexation The Development Review Committee (DRC) considered the amendment. The DRC did not identify any infrastructure or regulatory constraints not addressed by Terms of Annexation and municipal code standards that would impede the approval of the application. Recommended terms of annexation are presented in Section 2 of this report. The City Commission will hold a public meeting on the annexation on April 20, 2021. The meeting will begin at 6 p.m. The meeting will conducted through WebEx. Instructions on joining the meeting will be included on the meeting agenda. Zone Map Amendment Having considered the criteria established for a zone map amendment, the Staff finds the application meets criteria for approval as submitted. The Buffalo Run Zone Map Amendment (ZMA) is in conjunction with an annexation request. Staff’s recommendation and staff review are based on assumed approval of the annexation, application 21076. The Development Review Committee (DRC) considered the amendment. The DRC did not identify any infrastructure or regulatory constraints that would impede the approval of the application. The Zoning Commission held a public hearing on the ZMA on March 22, 2021. After consideration of the application, staff report, applicant presentation, and public comment a recommendation in favor of the requested R-4 zoning was adopted. The City Commission will hold a public hearing on the zone map amendment on April 20, 2021. The meeting will begin at 6 p.m. The meeting will conducted through WebEx. Instructions on joining the meeting will be included on the meeting agenda. 468 Staff Report for 21076 Buffalo Run Annexation & Zone Map Amendment Page 23 of 79 SECTION 5 - ANNEXATION STAFF ANALYSIS AND FINDINGS When reviewing applications for annexation, the advisory boards and City Commission must consider the following goals and policies. When determining whether the goals and policies are met, Staff considers the annexation application, recommended Terms of Annexation, and the standards which will be applicable to future development. References in the text of this report to Articles, Divisions, or in the form XX.XXX.XXX are to the Bozeman Municipal Code. The City Commission adopted Resolution 5076 to identify how the City addresses the requirements of state law for annexation and to further identify local priorities that should be addressed in conjunction with annexation. The decision of the City Commission for this application is that the annexation is or is not consistent overall with and advances the City’s goals and policies. Commission Resolution No. 5076 Commission Resolution No. 5076 Goals Goal 1: The City of Bozeman encourages annexations of land contiguous to the City. Criterion met. The property in question is contiguous to the City limits for 665 feet on the east boundary of the property. The property is not contiguous on the north, west, and south. Goal 2: The City encourages all areas that are totally surrounded by the City to annex. Not Applicable. The subject property is not wholly surrounded. Goal 3: The City encourages all properties currently contracting with the City for City services such as water, sanitary sewer, and/or fire protection to annex. Not Applicable. The subject property is not currently contracting for services. Goal 4: The City of Bozeman requires annexation of all land proposed for development lying within the existing and planned service area of the municipal water and sewer systems as depicted in their respective facility plans, any land proposed for development that proposes to utilize municipal water or sewer systems. Criterion met. The subject property lies within the planned service area of the municipal water, sewer, and park services. Service boundary for all three services is shown by the solid outer colored line. Overlapping facility plan boundaries give the boundary line an apparent blue color. The annexation area is over 1.5 miles inside the service area from the nearest edge of the planned service area. The Department of Public Works who manages the water and 469 Staff Report for 21076 Buffalo Run Annexation & Zone Map Amendment Page 24 of 79 sewer systems confirms the application is located within the planning area and services can be extended for development. Map Of Utility Planning Boundaries In Relation To Subject Property The property (shown below as a red rectangle) is within the service area of the Meadow Creek sewer outfall and the associated payback district. The image below is from the City’s online infrastructure viewer and depicts the southern section of the Meadow Creek sewer payback area. This payback area was created to reimburse the initial developer of the Meadow Creek subdivision for extraordinary costs to extend the sewer infrastructure to serve the area outlined in blue. Term of Annexation 5.i addresses the timing and obligation of payback. 470 Staff Report for 21076 Buffalo Run Annexation & Zone Map Amendment Page 25 of 79 Goal 5: The City encourages annexations within the urban area identified on the future land use map in the current Bozeman Growth Policy. Criterion met. As shown in the maps in Section 1, the subject property is planned as Urban Neighborhood. The site is over 1.5 miles inside of the urban area as shown on the future land use map of the growth policy. See the discussion under Criterion A of Section 6 of this report for more information on the growth policy. Goal 6: The City of Bozeman encourages annexations to make the City boundaries more regular rather than creating irregular extensions which leave unannexed gaps between annexed areas or islands of annexed or unannexed land. Neutral. The subject property is a modest peninsula from the existing City limits. The configuration of the existing City limits in the area are shown in Section 1 maps. The 471 Staff Report for 21076 Buffalo Run Annexation & Zone Map Amendment Page 26 of 79 annexation does not create a new island of annexed land or unannexed land. There is an existing indent in the City boundary to the north of this property which makes the degree of extension from the existing City limits appear larger. Goal 7: The City of Bozeman encourages annexations which will enhance the existing traffic circulation system or provide for circulation systems that do not exist at the present time. Criterion met. The City’s transportation plan, updated in 2017, examines existing conditions and future needs for roads and other elements of the circulation system. The annexing area is included within the transportation plan area. Extensions or expansion of Fowler Lane, Graf Street, Blackwood Road, and Stucky Road are all included in the adopted transportation plans applicable to this area. These are the arterial and collector roads which do or will serve the area. Annexation itself does not require immediate construction of road improvements. Provision of right of way is required as part of the annexation process per annexation Policy 7. Acquisition of right of way is an essential step in enhancing the transportation system. The City Engineering division has evaluated the existing street network and future needs in the area. The subject property will provide additional right of way for Fowler Lane, see Term of Annexation 14. The City primarily obtains right of way for arterial and collector streets through the annexation process. The current right of way for Fowler Lane is insufficient for full future build out as an arterial street. The Term of Annexation 14 requires the applicant to provide the eastern half of the right of way adjacent to their property to support the future construction of Fowler Lane to its full size. A future connection of Kurk Drive to Fowler Lane will facilitate east-west circulation, see Term of Annexation 15. The construction of the east-west connection or improvement to Fowler Lane is not required to occur until development of the property. Any future changes to Fowler Lane will require coordination with the County Road Office. The County retains jurisdiction over the unannexed sections of Fowler Lane. The City Engineer has been in contact with the County Road Office regarding this application. Public comment questioned the adequacy of the street network to support future development. The City’s Engineering Division has evaluated the existing local street network. There are travel/circulation challenges which any future development application on the site must address to provide adequate emergency service access and daily travel. This is not uncommon at the time of annexation. There are several alternative means which can be constructed to address the circulation needs consistent with the City’s standards for street operations. It is premature at this time to predict which combination of options will be used to address circulation needs. Construction of additional transportation capacity is required with development. See discussion further in this report. Prior to any approval of subsequent development the applicant must demonstrate how adequate access and capacity is provided, see Term of Annexation 5. See also discussion under Section 5, Policy 7, and Section 6, Criterion F. The comments from the Engineering Division have advised the applicant that 472 Staff Report for 21076 Buffalo Run Annexation & Zone Map Amendment Page 27 of 79 secondary access to the site and limited traffic growth on existing streets will be part of the City’s review of any future development. Goal 8: The City prefers annexation of parcels of land larger than five (5) acres in size, but will allow annexation of smaller parcels if factors such as topographic limitations, sanitary disposal needs, fire access, maintenance of public facilities, etc., justify a smaller annexation. Criterion met. The subject property is slightly over 20 acres in size with additional area for right of way. Goal 9: The City seeks to obtain water rights adequate for future development of the property with annexation. Criterion met. After annexation, the subject property will be bound to the provisions of 38.410.130. Section 38.410.030 requires evaluation of water adequacy and provision of water if needed at time of development. The municipal code section requires water rights or an equivalent to be provided. Exact timing and amounts required will be evaluated during development review. There are several methods to address the requirements of 38.410.130. The annexation agreement provides notice of this requirement, see Term of Annexation 5.c. The landowner will consent to this requirement by signature on the annexation agreement. Goal 10: The City of Bozeman encourages annexations for City provision of clean treated water and sanitary sewer. Criterion met. The subject property is located within the City’s planned water and sewer service area. See the map under Goal 4 above. The applicant proposes zoning for future development of homes. There is an existing home on the property which uses an onsite well and septic system. There is high groundwater in the area and septic systems are discouraged. Term of Annexation 13 restricts construction of basements and crawl spaces due to the high ground water concern. The annexation terms include requirements for future abandonment of the septic system and connection to the municipal sewer system. Any new construction must connect with initial construction to the municipal system. Terms of Annexation 8-10 address the termination of the existing on-site septic system. Exact timing will depend on the sequencing of future development. The City’s water and sewer systems are adjacent or near to and able to be extended to the property. See the maps below. Per Term of Annexation 5, the Annexation Agreement will require the applicant to design extensions of services to meet the City’s adopted infrastructure standards. These include provisions for minimum water pressure and volumes, adequate sewer flows by volume, gravity flow of sewers, and other standards necessary to protect public health and safety and ensure functional utilities as established in 38.410.070 and Chapter 40, BMC. 473 Staff Report for 21076 Buffalo Run Annexation & Zone Map Amendment Page 28 of 79 Public comment questioned whether there were adequate utilities available to support future development. The City’s long range utility planning considers locations for new or expanded piping for water and sewer services. The Department of Public Works has evaluated the ability to have water and sewer service the property. The site is located within the planned service boundaries. The adopted water and sewer plans call for service to this area and identify locations for placement of the larger scale pipe extensions, including under Fowler Lane. As noted above, the site is within the Meadow Creek Sewer payback area. Sections 4 and 5 of the annexation agreement define the municipal water and sewer services. Section 8 of the annexation agreement authorizes requirement of a water and sewer design report and requires demonstration of adequate capacity. See the following maps for location of existing water and sewer lines near the subject property. See also Policy 9 and Zoning Criterion D. Existing Sewer Pipe Map 474 Staff Report for 21076 Buffalo Run Annexation & Zone Map Amendment Page 29 of 79 Existing Water Mains Map Resolution No. 5076 Policies Policy 1: Annexations must include dedication of all easements for rights-of-way for collector and arterial streets, adjacent local streets, public water, sanitary sewer, or storm or sewer mains, and Class I public trails not within the right of way for arterial or collector streets. Annexations must also include waivers of right to protest the creation of special or improvement districts necessary to provide the essential services for future development of the City. Criterion met. The recommended Terms of Annexation include requirements for provision of right of way for Fowler Lane, an adjacent arterial street, and Kurk Drive, a continuation of a local street. See Terms of Annexation 14 and 15. Dedicated Streets or public street and utility easements provide locations for municipal water and sewer mains. Waivers of right to protest special improvement districts are included in Term of Annexation 4 for streets likely affected by the future development of the property. Special improvement districts are a means of 475 Staff Report for 21076 Buffalo Run Annexation & Zone Map Amendment Page 30 of 79 funding larger infrastructure improvements over time and coordinating between multiple parties. Additional easements and rights of way will be provided within the property with future development of the property as required by municipal standards in Article 38.4, Community Design, and elsewhere. Exact locations will be determined by further technical analysis and site design. Standards for minimum sizes, standard placement, minimum flow capacity and pressures, and continuation to adjacent properties are part of the adopted rules for development. The City’s water facility plan establishes pressure zones to manage both high and low water pressures. Any future development must demonstrate the ability to provide adequate water flow and pressure after completion of construction. Design plans must address impacts to the water system locally and overall. The City’s water facility plan calls for construction of a second, western, water transmission main from the City’s Sourdough water treatment plant. Although the Applicant has submitted a site layout as an illustration of one possible future use of the site, the annexation and zoning do not bind the applicant to that design. Alternate designs may be developed and proposed. The City’s standards for streets and utilities apply for all forms and methods of development and will ensure adequate public utility functions. There are no proposed class I public trails crossing the property. Policy 2: Issues pertaining to master planning and zoning must be addressed prior to or in conjunction with the application for annexation. Criterion met. The subject property is planned for Urban Neighborhood. No change to the growth policy is required. The application includes a request for initial zoning of R-4. See Section 6 - Zone Map Amendment portion of this report for analysis of the zone map amendment criteria. The City Commission will act on the zoning request at the same meeting as consideration of the annexation on April 20th. Policy 3: The application for annexation must be in conformance with the current Bozeman Growth Policy. If a Growth Policy Amendment is necessary to accommodate anticipated uses, the amendment process must be initiated by the property owner and completed prior to any action for approval of the application for annexation. Criterion met. The property is designated “Urban Neighborhood” on the future land use map. No growth policy amendment is required. The property is located adjacent to the existing City limits and within an area planned for urban development. For more information and discussion, see Section 6 of this report, Criterion A. Policy 4: Initial zoning classification of the property to be annexed will be determined by the City Commission, in compliance with the Bozeman Growth Policy 476 Staff Report for 21076 Buffalo Run Annexation & Zone Map Amendment Page 31 of 79 and upon a recommendation of the City Zoning Commission, simultaneously with review of the annexation petition. Criterion met. The property proposed for annexation requests a zoning designation of R-4. See Section 6 - Zone Map Amendment section of this report for review of the zoning criteria. The Zoning Commission held a public hearing on March 22, 2021 and recommended approval of the requested R-4 zoning. See the discussion under Section 6 and the Executive Summary for analysis and summary of the Zoning Commission action. Note: The annexation and the placement of a zoning district designation on the property by the City does not guarantee immediately available services or approval of a specific development. Section 38.300.020.C of the Unified Development Code states: “Placement of any given zoning district on an area depicted on the zoning map indicates a judgment on the part of the city that the range of uses allowed within that district are generally acceptable in that location. It is not a guarantee of approval for any given use prior to the completion of the appropriate review procedure and compliance with all of the applicable requirements and development standards of this chapter and other applicable policies, laws and ordinances. It is also not a guarantee of immediate infrastructure availability or a commitment on the part of the city to bear the cost of extending services.” Policy 5: The applicant must indicate their preferred zoning classification as part of the annexation petition. Criterion met. The applicant has requested R-4, the Residential High Density district. See Section 6 of this report for analysis of the requested zoning. Policy 6: Fees for annexation processing will be established by the City Commission. Criterion met. Applicant has paid required application fees. Policy 7: It is the policy of the City that annexations will not be approved where unpaved county roads will be the most commonly used route to gain access to the property unless the landowner proposes a method to provide for construction of the road to the City’s street standards. Criterion met. At this time, primary access is provided to the site and the single existing home from Fowler Lane, an unpaved county road. Fowler Lane is an existing public right of way established by Road Petition 17. Kurk Drive, a paved City street, connects to the property on the east side and can provide paved access but does not extend onto the property at this time. Future development will require extension of streets and utilities and will provide for paved access to the site. Public comment questioned whether this policy has been complied with. As noted in the Executive Summary, Staff’s analysis includes not just current conditions but also what can be reliably expected in the future due to adopted standards of development. Terms of 477 Staff Report for 21076 Buffalo Run Annexation & Zone Map Amendment Page 32 of 79 Annexation 14 and 15 require right of way easements for construction of roads in conjunction with future development. After annexation any development of the property will be subject to Article 38.400, Transportation Facilities and Access. Future development proposals must demonstrate ability to comply with this article and related standards prior to approval. Section 13 of the annexation agreement includes notice of obligation to make improvements to Fowler Lane. The surrounding collector and arterial network in the area is still in development as is common in areas of the City which are not yet fully developed. Fowler Lane, an arterial street, is currently a rural gravel road. South 27th Avenue does not have the western half constructed although the needed right of way is in place with an easement through Document 2251837. There is an unconstructed portion of Blackwood Road connecting to S. 19th. Intersection improvements at Blackwood and S. 19th may be needed. Development to the east of 19th may trigger intersection improvements at Blackwood and S. 19th whether or not this application proceeds. Correction of some or all of these known deficiencies would create additional street capacity and support future development of the site. See Policy 9 for further discussion. At this time, it is unknown which combination of improvements will be proposed with future development. The Landowner will need to assemble a workable set of improvements to offset increased demands before approval of any construction, as discussed under Section 5, Goal 7. The comments from the Engineering Division have advised the applicant that secondary access to the site and limited traffic growth on existing streets will be part of the City’s review of any future development. Section 13 of the annexation agreement includes notice of possible obligation to complete off-site improvements to the arterial and collector street network. Term of Annexation 4 requires, and Section 11 of the annexation agreement includes, waivers of special improvement districts (SID). SID are a financing tool to enable construction of required street improvements. After annexation, any future development on the site is subject to the City’s adopted transportation standards in Article 38.4, the Transportation Master Plan, and the Design Standards and Specification Policy. The focus of all three documents is public safety and the provision of effective and efficient travel by multiple methods. The City’s Engineering Division reviews all infrastructure plans and ensures that construction meets required standards. With future development of the site, improvements to Fowler Lane will be required as stated in Section 13 of the annexation agreement. Coordination with the County Road Office will be required prior to any approval of design and improvements as portions of Fowler Lane remain under Gallatin County’s jurisdiction. Improvements to Fowler Lane will benefit adjacent property owners. Public comment has been submitted regarding road maintenance and hazards. See also discussion under Section 5, Goal 7, and Section 6, Criterion F. 478 Staff Report for 21076 Buffalo Run Annexation & Zone Map Amendment Page 33 of 79 Policy 8: Prior to annexation of property, the City will require the property owner to acquire adequate and usable water rights, or an appropriate fee in lieu thereof, in accordance with Section 38.410.130 of the municipal code, as amended. Criterion met. Section 38.410.130 provides for deferral of transfer of water rights or payment in lieu until time of development through the annexation agreement. At this time, the details of future development needed to calculate the final demand for water are not available. Therefore, Term of Annexation 5.c to be included in the annexation agreement requires the land owner to consent to a future payment or other approved option when the necessary information is provided and development proposed. This typically occurs at the time of subdivision or site plan review depending on the nature of future development. Section 7 of the annexation agreement implements this requirement. Policy 9: Infrastructure and emergency services for an area proposed for annexation will be reviewed for the health, safety and welfare of the public and conformance with the City’s adopted facility plans. If the City determines adequate services cannot be provided to ensure public health, safety and welfare, the City may require the property owner to provide a written plan for accommodation of these services, or the City may reject the petition for annexation. Additionally, the parcel to be annexed may only be provided sanitary sewer service via the applicable drainage basin defined in the City Wastewater Collection Facilities Plan. Criterion met. The area proposed for annexation is adjacent to the City. City emergency services can be extended to the annexation area. As shown above, the site is located within the City’s planned water and sewer service area. Future development will require extension of municipal water to support fire suppression and potable water. Analysis of the water and sewer systems finds that adequate water pressure and sewer flow can be provided under expected development alternatives. The annexation agreement includes requirements for additional analysis and design reports at the time of development review when greater information is available on the nature of proposed development. See sections 4-9 in the annexation agreement. Initial analysis by Staff indicates water and sewer capacity are available. The site is located in the Cattail Creek Sanitary Sewer Drainage Basin. The site is at the edge of a sub-basin which is adjacent to the Baxter Creek Sanitary Sewer Drainage Basin. At time of development when more detailed information on grade and pipe slope is available, the Applicant must demonstrate that the site can drain by gravity. This may require access to the planned 12 inch sewer main in Fowler Lane. The Fowler Lane sanitary sewer main would extend from the subject property and connect with the existing main located at the intersection of Stucky Road & Fowler Lane. This connection is identified in the City’s Wastewater Collection Facilities Plan Update. Construction would be required to conform to the City standards for installation of sewer mains. 479 Staff Report for 21076 Buffalo Run Annexation & Zone Map Amendment Page 34 of 79 Wastewater capital improvements must be designed in coordination with any Fowler Lane improvements. Sewer and other infrastructure improvements will be reviewed with future development applications. Terms of Annexation 5.d, 5.g, and 5.h address compliance with this Policy 9. Parks are part of the municipal infrastructure. Requirements for park dedication and development are in Division 38.420. Parks may be provided with subdivisions or site development. Any future development will be required to mitigate additional demand for recreation created by the addition homes. Completion of park improvements are subject to the same standards as other infrastructure as set out in Division 38.270. Meadow Creek (formerly Ainsworth) park is on the western most property line of the Meadow Creek subdivision. It is adjacent to the property being evaluated for annexation. This placement facilitates expansion of the park to create a larger and more functional park to meet the needs of current and future residents. This is consistent with PROST plan Goal 6, Objective 2 and Recommendation 10.1.2. “10.1.2 Recommendation Consolidate and aggregate parkland to develop larger and more functional parks wherever possible. Implementation Strategies · Encourage off-site parkland dedication to aggregate and consolidate parkland dedications, especially in currently underserved areas. · Encourage adjacent property owners to work together on development plans to aggregate and centralize their parkland dedications.” It is also consistent with Policy 4.3.1 of the Triangle Community Plan, “POLICY 4.3.1 Support opportunities to establish larger swaths of open space and parks instead of primarily relying on small parks from individual review of subdivisions.” Terms of Annexation 11 and 12 address parks. Sections 17 and 18 of the annexation agreement execute the terms of annexation. Development, whether by subdivision or site plan, is required to offset impacts on recreational facilities. Division 38.420 sets the minimum and maximum requirements and development standards. Term of Annexation 11 requires that some of the mitigation for park impacts be met by adding land to Meadow Creek Park. Adding land required with future development of the subject property will create a larger park more suited to provide a variety of recreation functions. Placement of parks has a substantial influence on design of development. Park development standards require streets adjacent to parks. To coordinate among these and other issues, Term of Annexation 11 requires a minimum component of land dedication to expand Meadow Creek Park rather than cash in lieu or other alternative to satisfy park requirements. There are no other near proximity larger parks where it may be more appropriate to make improvements rather than land dedication. 480 Staff Report for 21076 Buffalo Run Annexation & Zone Map Amendment Page 35 of 79 If the future development of the site makes a portion of Meadow Creek Park no longer available Term of Annexation 12 requires the City to be made whole for any potential loss. Any revision to the existing park would be evaluated. If mitigation is needed to address negative impacts any solutions must be identified and required before approval of construction. The parks in the Meadow Creek subdivision were dedicated to the City at the time of final plat recording. Once land is dedicated to the City as a park the City is the owner of the land. The City manages and administers the land to best meet the needs of the community overall. The future development, expansion, or material changes to Meadow Creek Park are required to go through the park master planning process. The park master planning process considers the overall function, configuration, and benefits to and of a proposed park. The Recreation and Park Advisory Board reviews and comments on proposed park master plans and the City Commission is the final decision maker. Public input is supported through the park master plan process required with any future subdivision. No development affecting the park will be approved until this process is completed. Policy 10: The City may require annexation of any contiguous property for which city services are requested or for which city services are currently being provided. In addition, any person, firm, or corporation receiving water or sewer service outside of the City limits is required as a condition of initiating or continuing such service, to consent to annexation of the property serviced by the City. The City Manager may enter into an agreement with a property owner for connection to the City’s sanitary sewer or water system in an emergency conditioned upon the submittal by the property owner of a petition for annexation and filing of a notice of consent to annexation with the Gallatin County Clerk and Recorder’s Office. The contract for connection to city sewer and/or water must require the property owner to annex or consent to disconnection of the services. Connection for purposes of obtaining City sewer services in an emergency requires, when feasible as determined by the City, the connection to City water services. Criterion met. This policy is to address circumstances such as emergency connections to City sewer services due to a failed on-site septic system. The property is not currently provided City services. No emergency connection is requested. The property is contiguous to the City on its western side. The property owner is seeking annexation. City services will be required to be provided concurrent with future development. Terms of Annexation 5 and 8-10 address connection to services for the existing home and future development. Section 6 of the annexation agreement implements these terms of annexation. See also analysis in Section 5, Policy 18. Policy 11: The annexation application shall be accompanied by mapping to meet the requirements of the Director of Public Works. Where an area to be annexed can be 481 Staff Report for 21076 Buffalo Run Annexation & Zone Map Amendment Page 36 of 79 entirely described by reference to a certificate of survey or subdivision plat on file with the Gallatin County Clerk and Recorder the mapping may be waived by the Director of Public Works. Criterion met. Mapping to meet the requirements of the Director of Public Works has been provided by the applicant in conjunction with the signed Annexation Agreement. This includes the required 18-inch by 24-inch mylar map, a reduced 8½-inch by 11 or 14-inch annexation map exhibit, and a digital copy containing the metes and bounds legal description of the property. The annexation includes the width of Fowler Lane which is not within the metes and bounds description of a recorded tract. Therefore, an annexation map is required to include a metes and bounds description of the entire area to be annexed. Mapping requirements are addressed in Recommended Term of Annexation 2. A preliminary annexation map is included in the application materials and the final map is attached to Resolution 5284. Policy 12: The City will assess system development/ impact fees in accordance with Montana law and Chapter 2, Article 6, Division 9, Bozeman Municipal Code. Criterion met. This annexation does not trigger immediate payment of fees. The annexation agreement will provide notice of obligations to pay impact fees at times and amounts as required in ordinance. See Term of Annexation 5.j and Section 14 of the annexation agreement. Chapter 2, Article 6, Division 9 are the City’s impact fee regulations. Policy 13: Public notice requirements: Notice for annexation of property must be coordinated with the required notice for the zone map amendment required with all annexation. The zone map amendment notice must contain the materials required by 38.220.410, BMC. Criterion met. Notices of the public hearing have been mailed, published in the Bozeman Daily Chronicle, and posted on the site as required under this policy. See Appendix A for more details. Policy 14: Annexation agreements must be executed and returned to the City within 60 days of distribution of the annexation agreement by the City, unless another time is specifically identified by the City Commission. Criterion met. Applicant has executed the required annexation agreement. The document is included in the materials with this report and will be executed by Resolution 5284 should the City Commission choose to adopt the resolution. Policy 15: When possible, the use of Part 46 annexations is preferred. Criterion met. State law authorizes several methods of annexation. Title 7 Chapter 2 Part 46, MCA is one of those methods. Part 46 is annexation at the request of the landowner. This annexation is being processed under Part 46 provisions. As noted in Section 7-2-4609, 482 Staff Report for 21076 Buffalo Run Annexation & Zone Map Amendment Page 37 of 79 Applicability of Part, when an annexation is processed under Part 46 only the provisions of Part 46 apply to the review. Policy 16: Where a road improvement district has been created, the annexation does not repeal the creation of the district. The City will not assume operations of the district until the entirety of the district has been annexed. Any funds held in trust for the district will be used to benefit the district after transfer to the City. Inclusion within a district does not lessen the obligation to participate in general city programs that address the same subject. Not Applicable. No road improvement district is associated with Fowler Lane or any part of this application. Policy 17: The City will notify the Gallatin County Planning Department and Fire District providing service to the area of applications for annexation. Criterion met. The listed agencies were notified and provided copies of the annexation application materials on March 2, 2021. Policy 18: The City will require connection to and use of all City services upon development of annexed properties. The City may establish a fixed time frame for connection to municipal utilities. Upon development, unless otherwise approved by the City, septic systems must be properly abandoned and the development connected to the City sanitary sewer system. Upon development, unless otherwise approved by the City, water wells on the subject property may be used for irrigation, but any potable uses must be supplied from the City water distribution system and any wells disconnected from structures. The property owner must contact the City Water and Sewer Superintendent to verify disconnects of wells and septic systems. Criterion met. There is one home on the property which has an on-site well and septic system. At this time, the distance to municipal services is too far for immediate connection to municipal services. Future development of the property will require extensions of water and sewer mains. Terms of annexation require connection to municipal water and sewer at the time they are close enough. In conjunction with future connection the septic system must be properly abandoned and the well disconnected from the domestic supply. Terms of Annexation 8-10 address these issues. Section 6 of the annexation agreement executes the terms of annexation. SECTION 6 - ZONE MAP AMENDMENT STAFF ANALYSIS AND FINDINGS In considering applications for approval, advisory boards and the City Commission must consider the following criteria (letters A-K). As an amendment is a legislative action, the Commission has discretion to determine a policy direction consistent with the zoning amendment criteria presented in this section. The burden of proof that the application should 483 Staff Report for 21076 Buffalo Run Annexation & Zone Map Amendment Page 38 of 79 be approved lies with the Applicant. See the application materials for the Applicant’s response to the criteria. A zone map amendment must be in accordance with the growth policy (criteria A) and be designed to secure safety from fire and other dangers (criteria B), promote public health, public safety, and general welfare (criteria C), and facilitate the provision of transportation, water, sewerage, schools, parks and other public requirements (criteria D). Therefore, to approve a zone map amendment the Commission must find Criteria A-D are met. In addition, the Commission must also consider criteria E-K, and may find the zone map amendment to be positive, neutral, or negative with regards to these criteria. To approve the zone map amendment, the Commission must find the positive outcomes of the amendment outweigh negative outcomes for criteria E-K. In determining whether the criteria are met, Staff considers the entire body of regulations for land development. Standards which prevent or mitigate possible negative impacts are incorporated in many locations in the municipal code but are principally in Chapter 38, Unified Development Code. References in the text of this report to Articles, Divisions, or in the form XX.XXX.XXX are to the Bozeman Municipal Code. Section 76-2-304, MCA (Zoning) Criteria A. Be in accordance with a growth policy. Criterion met. The application was initially submitted on February 22, 2021. On November 17, 2020, the City Commission adopted a new growth policy, the Bozeman Community Plan 2020, (BCP 2020) which replaced the prior growth policy. The following review examines the growth policy now in place and all references are to that document. The BCP 2020, Chapter 5, p. 73-78, in the section titled Review Criteria For Zoning Amendments And Their Application, discusses how the state required zoning criteria in 76- 2-304 MCA are applied locally. These criteria are presented and analyzed in this section of the report. Application of the criteria varies depending on whether an amendment is for the zoning map or for the text of Chapter 38, BMC. The first criterion for a zoning amendment is to be accordance with a growth policy. Future Land Use Map The proposed amendment is a change to the zoning map. Therefore, it is necessary to analyze compliance with the future land use map. Chapter 3 of the BCP 2020 addresses the future land use map. The introduction to Chapter 3 discusses the importance of the chapter. Following are some excerpts. “Future land use is the community’s fundamental building block. It is an illustration of the City’s desired outcome to accommodate the complex and diverse needs of its residents.” 484 Staff Report for 21076 Buffalo Run Annexation & Zone Map Amendment Page 39 of 79 “The land use map sets generalized expectations for what goes where in the community. Each category has its own descriptions. Understanding the future land use map is not possible without understanding the category descriptions.” The area of the Buffalo Run application has been included as an urban expansion area in the City’s adopted land use plans since 2001. As shown on the maps in Section 1, on the excerpt of the current future land use map, the property is designated as Urban Neighborhood. The adjacent unannexed property is also designated as Urban Neighborhood. The Urban Neighborhood designation description reads: “This category primarily includes urban density homes in a variety of types, shapes, sizes, and intensities. Large areas of any single type of housing are discouraged. In limited instances, an area may develop at a lower gross density due to site constraints and/or natural features such as floodplains or steep slopes. Complementary uses such as parks, home-based occupations, fire stations, churches, schools, and some neighborhood- serving commerce provide activity centers for community gathering and services. The Urban Neighborhood designation indicates that development is expected to occur within municipal boundaries. This may require annexation prior to development. Applying a zoning district to specific parcels sets the required and allowed density. Higher density residential areas are encouraged to be, but are not required or restricted to, proximity to commercial mixed use areas to facilitate the provision of services and employment opportunities without requiring the use of a car.” The correlation between the future land use map of the growth policy and the zoning districts is presented in Table 4 of the Bozeman Community Plan 2020. As shown in the following excerpt from Table 4, the R-4 district is an implementing district of the Urban Neighborhood category. The full table is provided in Appendix B. The future land use map excerpt included in Section 1 shows locations for commercial and service development to the northeast at Stucky and S. 19th Avenue, and southeast at Blackwood Road and S. 19th Avenue. The entire future land use map is available through the Community Development Viewer on the City’s website. The area along Stucky is more developed at this time but is not annexed. Residential Mixed Use designations are located across S. 19th Avenue adjacent to the same streets. The mixed use areas are presently in development review. Infrastructure construction in the area southeast of the intersection of 485 Staff Report for 21076 Buffalo Run Annexation & Zone Map Amendment Page 40 of 79 Kagy Blvd and S. 19th Avenue is expected this spring. The zoning map amendment is in accordance with the future land use map. Goals and Policies A zoning amendment is also evaluated against the goals and policies of the BCP 2020. Most of the goals and policies are not applicable to this application. Relevant goals and objectives have been identified by staff. Staff found no conflict with the text of the growth policy. Page 19 of the BCP 2020 identifies many additional planning documents established by the City. It states “This Community Plan is also influenced by, and will influence, a number of other local plans, guidelines, policies, and manuals.” References to a number of the identified plans are made throughout this report. The Short Term Action list on page 63 of the BCP 2020 describes 14 items to implement the growth policy. The first two relate to direct changes to the zoning map in support of listed goals and objectives. These include increasing the intensity of zoning districts in already developed areas. Beginning on page 71 of the BCP 2020 in the section titled Zoning Amendment Review, the document discusses how the City implements zoning for new areas, amendments to areas, and revisions to existing text. This section includes a discussion of when the City may initiate a zoning change to a more intensive district to increase development opportunities. This portion of the BCP 2020 demonstrates that the City, as a matter of policy, is supportive of more intensive zoning districts and development, even within already developed areas. The intent described above is strengthened by BCP 2020 Objective N-1.11 “Enable a gradual and predictable increase in density in developed areas over time.” It is inconsistent with the approach to increase density within existing already developed areas to zone at annexation for lower intensities than what infrastructure and planning documents will support. This policy approach does not specify any individual district for a specific location but does lean towards the more intensive portion of the zoning district spectrum. BCP 2020 “Goal N-3: Promote a diverse supply of quality housing units.” The R-4 district allows construction of the full range of residential buildings in the City. This supports the opportunity for diversity of supply. Quality of housing cannot be assessed at this time but will be reviewed with subsequent development review for compliance with adopted standards. The City’s Community Housing Needs Assessment documented a shortage of housing within the City and encourages additional housing construction. There is a diversity of existing housing within the area surrounding the subject site ranging from low density rural to apartment buildings. BCP 2020 “Goal DCD-1: Support urban development within the City.” 486 Staff Report for 21076 Buffalo Run Annexation & Zone Map Amendment Page 41 of 79 The proposed zoning is occurring in conjunction with an annexation. Any development after annexation will be within the City and will be required to occur at urban densities. If the City Commission declines the annexation then the requested R-4 zoning will not occur. BCP 2020 “DCD-2.2 Support higher density development along main corridors and at high visibility street corners to accommodate population growth and support businesses.” Fowler Avenue is a planned arterial street as shown in the last three long range transportation plans including the current Transportation Master Plan adopted in 2017. Arterial streets are the most intensive category of streets. Fowler Avenue is planned to extend from Hyalite Canyon to Valley Center Road. This street is developing as a main corridor. The City has several planned extensions/expansions of Fowler included in the Capital Improvement Program, for construction in the next five years. Therefore, placement of higher density development adjacent to Fowler Avenue is consistent with this objective. Fowler is presently developed as a rural standard road. Evaluation of the degree of required road improvements to support additional development will occur with formal development review. See discussion under Section 5, Goal 7 and Section 6, Criteria F for additional information. BCP 2020 “RC-3.2 Work with Gallatin County to keep rural areas rural and maintain a clear edge to urban development that evolves as the City expands outwards.” Gallatin County adopted the Gallatin County/Bozeman Area Plan (GCBA Plan), a neighborhood plan under their growth policy, to identify County priorities for this area of the county. Implementing zoning was updated for the new neighborhood plan and is now in place. “The purposes of the [County] Growth Policy and the 2005 Bozeman Area Plan are to provide comprehensive, long-range guidance relative to the growth and development…” The GCBA Plan recognizes the area is in transition. On page 1 of the GCBA Plan it says, “It is not the intent of this Plan to prematurely discourage existing agricultural operations; rather it is the intent to accommodate the needs of present agriculture while recognizing an inevitable transition to a more urban landscape.” The GCBA Plan future land use map designates this property and the surrounding unannexed area as Moderate-intensity development. This is described as “Development of additional medium-density residential, conservation subdivisions, neighborhood commercial, office, and public uses. Development of additional appropriate high-density residential, community commercial, office park, and public uses.” The proposed R-4 zone provides for uses consistent with this description as well as the description of Urban Neighborhood. The GCBA Plan includes various goals and policies. Several are provided here as examples of the correlation between item RC-3.2 of the BCP2020, the GCBA Plan, and the application under review. 487 Staff Report for 21076 Buffalo Run Annexation & Zone Map Amendment Page 42 of 79 GCBA “GOAL 1: Encourage Residential Development. Residential development at appropriate densities is generally encouraged within the Plan area. The identification of areas suitable for near-term residential development is a location-specific goal. Medium to high- density development, or urban-scale development, is encouraged to annex to the City of Bozeman. It is recognized that the County is ill equipped to deal with urban-scale development which would be better managed through provision of municipal services.” GCBA Policy “4. Promote residential development adjacent to existing developed land and infill development, and that does not foster sprawl development or development which is located far from services. • Support development within or adjacent to existing developed areas, including infill development. • Promote development that is compact and makes efficient use of land. • Encourage development within close proximity to city limits to pursue annexation opportunities with City of Bozeman.” Gallatin County has zoned the adjacent area as AS, Agricultural Suburban, which supports continued agriculture and very low density residential development. This zoning decision keeps the rural areas as rural until such time as municipal services can be made available and annexation and development are achievable. Thus, the BCP 2020 objective is met and the GCBA Plan is met. After the preparation of the GCBA, the City of Bozeman, City of Belgrade, and Gallatin County jointly prepared the Triangle Community Plan (TCP). The TCP is a joint statement of how the three jurisdictions share policies on land development and related issues within the TCP area. The subject property is located within the SE corner of the TCP area. This is not an adopted neighborhood plan for the City but is included in the documents listed on page 19, BCP 2020. The TCP establishes shared policies for addressing growth in the area generally bounded by Bozeman, Belgrade and Four Corners. A map of the area where the TCP applies is included in the TCP. TCP “Policy 4.1.2 and 4.6.2 Recognize the critical need for infrastructure and services to be in place prior to or concurrent with new development.” The City addresses this issue with several elements of its regulations. See discussion under Section 6, Criteria D and F. Annexation and zoning as actions do not change demand for services. They do facilitate future development which does change demand for services. Therefore, the various items under Term of Annexation 5 require further evaluation; and documentation of sufficient capacity or ability to add capacity prior to approval of any construction. 488 Staff Report for 21076 Buffalo Run Annexation & Zone Map Amendment Page 43 of 79 TCP “POLICY 4.7.13 The network of local streets should be continued and connected, allowing emergency services to serve developments (not gated community pattern).” The City has adopted minimum and maximum block sizing standards, does not allow streets without public access, and requires streets to be extended to property lines as part of the development process. Extension to the property line enables future connections by adjacent properties at such time as the adjacent owners choose to develop. This is occurring with the opportunity to continue Kurk Drive from its current end point to Fowler Lane. A well interconnected street network provides diversity of routes for emergency services, spreads traffic loads to lessen impacts on individual street links, and supports walking and biking which are more affected by travel distances than are cars. TCP “GOAL: Provide for the safe, orderly, and efficient delivery of drinking water and collection/treatment of sewage in the Triangle Planning area.” TCP “POLICY 4.8.1 Support orderly and well-planned water and wastewater infrastructure pursuant to coordinated and adopted facility plans.” As noted in this report, the subject property is located within the City’s water and sewer service area, is adjacent to the City, and services can be extended as called for in the facility plans. BCP 2020 “RC-3.3 Prioritize annexations that enable the incremental expansion of the City and its utilities.” The zone map amendment is proposed in association with an annexation. The area to be annexed is adjacent to the City boundary. It does create a 20 acre (1,331 by 665 feet) peninsula with county property on three sides at this time. It is expected that additional annexations in the future will make the City boundary more regular. Unlike the annexation policy noted in Section 5, this item does not seek to regularize the City boundary. The property is located within the service area of the municipal utilities and can be served with existing mains and incremental extensions. While the City would welcome simultaneous annexation of the properties to the north and south as well as the applicant’s property, a single parcel annexation is the application that has been submitted. BCP 2020 “RC-3.4 Encourage annexation of land adjacent to the City prior to development and encourage annexation of wholly surrounded areas.” The property is adjacent to the City and does not create any new unannexed areas surrounded by City limits. The property is seeking annexation and municipal zoning for the purpose of residential development. Annexation is happening before development. The property is not wholly surrounded. In addition to goals and objectives, the BCP 2020 includes descriptive statements regarding what the goals and objectives seek to support and create. Page 27 of the BCP 2020 includes the descriptive language for Theme 2, A City of Unique Neighborhoods. Reviewing 489 Staff Report for 21076 Buffalo Run Annexation & Zone Map Amendment Page 44 of 79 the language, themes of housing diversity, inclusion, and equity to serve different housing needs are prevalent. Theme 2 emphasizes the importance of neighborhoods in the City’s development. It is notable that none of the goals and objectives associated with Theme 2 call for freezing the character of developed areas in their current status or prohibit the evolution of an area’s character. There is recognition of the role that a sense of place serves in Goal N-4. Neighborhoods do have physical attributes that help them be distinctive. BCP 2020 “Goal N-4: Continue to encourage Bozeman’s sense of place. BCP 2020 “N-4.1 Continue to recognize and honor the unique history, neighborhoods, neighborhood character, and buildings that contribute to Bozeman’s sense of place through programs and policy led by both City and community efforts.” The proposed amendment only changes the zoning on the subject property. It does not alter the zoning on any adjacent property and correspondingly the character of that adjacent property. Existing municipal areas will be separated from the new area by an existing park and streets, 240+ feet wide at the narrowest point, which is required to be expanded per Term of Annexation 11. As noted in Section 6, Criterion H, and BCP 2020 page 77, separations such as streets and parks are both suitable and adequate for separating even districts with significant differences. As noted in other criteria in this report, the proposed amendment is consistent with the planned development of the area as homes with an urban intensity. Public comment was received regarding the growth policy prioritization of infill. The BCP 2020 includes several statements and goals relating to infill. Examples include but are not limited to: • Infill development and redevelopment should be prioritized, but incremental compact outward growth is a necessary part of the City’s growth. (BCP 2020, p. 20) Goal DCD-1: Support urban development within the City. DCD-1.7 Coordinate infrastructure construction, maintenance, and upgrades to support infill development, reduce costs, and minimize disruption to the public. DCD-1.8 Collaborate with the Montana State University School of Architecture and the Sustainable Foods and Bioenergy Systems department to develop educational materials and opportunities for local architects, community planners, and citizens on how to do quality urban design for infill and greenfield sites. The City publishes an annual report on use of property within the City. The most recent report shows there are about 2,850 acres in the City that are vacant or undeveloped as of Dec. 31, 2020. Of that 2,850 approximately 427 are in the Story Hills where the growth policy does not encourage development at this time and approximately 1,100 are non-residentially zoned. The most recent Housing Needs Assessment completed in 2019 indicated as many as 6,000 new homes may be needed by 2025 to meet demand for housing. 490 Staff Report for 21076 Buffalo Run Annexation & Zone Map Amendment Page 45 of 79 The following map shows the vacant and undeveloped lands in the City in orange. The black hatch shows where a development application is in some stage of review. As shown, a large fraction of the available land for development is already moving forward to development. Infill alone will not be adequate to meet all the demand for development. Vacant and Undeveloped Lands and Development Review Applications As noted in Goal DCD-1 above, the City encourages development within the City. The question of whether the City should grow is evaluated on pages 8-15. The conclusion is that growth within the City is superior to development outside of the City. Annexation is the process which adds land to the City to support additional urban development. The application is in accordance with the growth policy. B. Secure safety from fire and other dangers. Criterion met. The application of the development standards of the City will provide for safe construction, fire protection, and water supply through water main extensions. Police response will be provided after annexation. The 2017 Fire Master Plan of the City evaluated the ability to serve this area as the City builds out its fire response facilities. The City’s 491 Staff Report for 21076 Buffalo Run Annexation & Zone Map Amendment Page 46 of 79 development standards will require adequate emergency response access and building addresses for rapid response. The site is outside of any known flood hazards. Restrictions on basements and crawl spaces in the Term of Annexation 13 protect from subgrade flooding. C. Promote public health, public safety, and general welfare. Criterion met. See comments in Section 6, Criteria A, B and D. City development standards included in Chapter 38, Unified Development Code, building codes, and engineering standards all ensure that this criterion is met. Adequate water and sewer supply and conveyance provide for public health through clean water. Rapid and effective emergency response provides for public safety. The City’s standards ensure that adequate services are provided prior to construction of homes which advances this criterion. General welfare has been evaluated during the adoption of Chapter 38 and found to be advanced by the adopted standards. Provision of parks, control of storm water, and other features of the City’s development standards also advance the general welfare. Compliance with the BCP 2020 as described in Section 6, Criterion A, shows advancement of the well-being of the community as a whole. D. Facilitate the provision of transportation, water, sewerage, schools, parks and other public requirements. Criterion met. The BCP 2020, page 74, says regarding evaluation of Section 6, Criteria B, C, & D for zoning amendments: “For a map amendment, all three of the above elements are addressed primarily by the City’s long range facility Plans, the City’s capital improvements program, and development standards adopted by the City. The standards set minimum sizing and flow requirements, require dedication of parks, provision of right of way for people and vehicles, keep development out of floodplains, and other items to address public safety, etc. It is often difficult to assess these issues in detail on a specific site. For example, at the time of annexation, the final intensity of development is unknown and it may be many years before development occurs and the impacts are experienced. The availability of other planning and development review tools must be considered when deciding the degree of assurance needed to apply an initial zoning at annexation.” The City conducts extensive planning for municipal transportation, water, sewer, parks, and other facilities and services provided by the City. The adopted plans allow the City to consider existing conditions; and identify enhancements needed to provide service to new development. See page 19 of the BCP 2020 for a listing. The City implements these plans through its capital improvements program (CIP). The CIP identifies individual projects, project construction scheduling, and financing of construction for infrastructure. Private development must demonstrate compliance with standards prior to construction. Dedication of school facilities is not required by municipal zoning standards. However, School District 7 will have opportunity to review and comment on future development. 492 Staff Report for 21076 Buffalo Run Annexation & Zone Map Amendment Page 47 of 79 The application site is located within the City’s land use, transportation, parks, and utility planning areas. Those plans show this property as developing within the City when development is proposed. Adequacy of all these public requirements is evaluated during the subdivision and site development process. All zoning districts in Bozeman enable a wide range of uses and intensities. At the time of future subdivision or site plan review the need for individual services can be more precisely determined. No subdivision or site plan is approved without demonstration of adequate capacity. As stated in 38.300.020.C, the designation of a zoning district does not guarantee approval of new development until the City verifies the availability of needed infrastructure. 38.300.020.C, “Placement of any given zoning district on an area depicted on the zoning map indicates a judgment on the part of the city that the range of uses allowed within that district are generally acceptable in that location. It is not a guarantee of approval for any given use prior to the completion of the appropriate review procedure and compliance with all of the applicable requirements and development standards of this chapter and other applicable policies, laws and ordinances. It is also not a guarantee of immediate infrastructure availability or a commitment on the part of the city to bear the cost of extending services.” As noted, the placement of a zoning district does not commit the City to infrastructure funding. However, the City uses its annual CIP to schedule and fund construction of public infrastructure. The CIP is updated each fall and addresses all types of local infrastructure. The City may choose to fund some or all of infrastructure construction when deemed adequately beneficial to the public. The City can also support construction of infrastructure through other tools such as special improvement districts or development reimbursement agreements (sometimes called paybacks or latecomer agreements). This property is within a payback district established for oversized sewer capacity initially installed in 2007 by the developer of the Meadow Creek subdivision. The future development of the area will require dedication and construction of streets, provision of parks, extension of water and sewer services, and placement of easements for telecommunication, electricity and similar dry utilities. As noted in Section 6, Criterion A, the Fowler Lane alignment has been designated in multiple City and joint City/County transportation plans as an arterial street. Although presently a gravel rural surface, Fowler Lane is a substantial north-south link in the long range transportation network. The City is actively improving northern portions of the street with multiple projects included on the capital improvement program for construction in the next five years. With or without this proposed zoning amendment the street will change to an urban paved street over time. Development of any urban zoning or more intensive County zoning district will require changes to the street to the degree demonstrated as necessary during review of the development. As noted above, the placement of a zoning district does not grant entitlement to construct. 493 Staff Report for 21076 Buffalo Run Annexation & Zone Map Amendment Page 48 of 79 The site is located within the Cattail Creek drainage basin and Meadow Creek sewer outfall service area. Both have capacity to service additional development. Water mains are located in Kurk Drive and S. 30th Avenue and can be extended to provide the required looped water service. Responsibility to make those connections lies with the developer. The site is adjacent to Fowler Lane, an arterial street. Kurk Drive, a paved City street with sidewalks on the south side, connects to the property at the east side. Adequate capacity in water, sewer, and major transportation services are known to exist or able to be added to support the potential intensity of the R-4 zone. Review of future development will further verify adequate capacity is present and all needed connections can be provided before any construction may begin. Division 38.420 and Section 38.520.060 require dedication of parks and on-site open spaces to meet the needs of residents. The associated annexation will partially address required compliance with City standards through the Terms of Annexation in Section 2. Dedication of right of way for arterials streets is part of the annexation process as is agreement to follow the City’s development standards. With future development proposals, the applicant must demonstrate not just possible but actual street networks and utility connections existing or to be constructed to support the intensity of development proposed. See also Section 6, Criterion F regarding transportation and Section 5, annexation Policies 7, 8, 9, and 12. The criterion is met. E. Reasonable provision of adequate light and air. Criterion met. This criterion is not about individual preferences for a given degree of visual openness but about preservation of public health. The R-4 district meets this standard. The form and intensity standards, Division 38.320, require minimum separation from property lines and limits building heights. Section 38.520.030 requires building placement to ensure access to light and air. Division 38.420 and Section 38.520.060 require dedication of parks and on-site open spaces to meet needs of residents. The standards provide a reasonable provision of adequate light and air. In addition to the zoning standards, adopted building codes contain more detailed requirements for air circulation, window placement, and building separation that further ensure the intent of this criterion is satisfied. F. The effect on motorized and non-motorized transportation systems. Criterion met. All development permitted under R-4 zoning (or any other municipal zoning district) will result in increased trips along streets, sidewalks, and trails compared to the existing condition of one home on the 20 acre project site. The recommended terms of annexation and City’s development approval processes will sufficiently address impacted transportation systems. Mitigation actions include requirements for easements, the waiver of the right to protest special improvement districts related to transportation, and construction of future roads. See also discussion under Section 5, annexation Goal 7, Policy 7, Policy 9, and 494 Staff Report for 21076 Buffalo Run Annexation & Zone Map Amendment Page 49 of 79 Section 6, Criterion D. Public comment was received regarding transportation impacts of future development. The City conducts routine transportation monitoring, modeling, and planning to understand existing conditions and future needs of the transportation system. Fowler Lane has been a designated existing arterial street since at least the 2001 transportation master plan, Figure 11-7. The City’s 2017 Transportation Master Plan is the most recent transportation plan. Figure 2.5, Existing Major Street Network, shows Fowler Lane as an arterial street and Blackwood Road, S. 27th Avenue, and Graf Street as collectors. The Greater Bozeman Area Transportation Plan 2007 Update, Gallatin County’s adopted transportation plan for this same area, shows the same street classifications on Figure 2.2. These four streets will be the primary collector and arterial accesses to the site over time. Local streets will link the larger arterial and collectors. Both documents show extensions of Graf Street to Fowler as future expansions of the road network. See figure 9.2 in the County’s plan and figure 6.1 in the City’s plan (see Section 1 maps for figure 6.1). Further capacity expansion to the transportation network is planned, such as upgrading the condition of Fowler Lane, improving and connecting Blackwood to S. 19th, and signalization of the intersection of Blackwood and 19th. These expected actions to implement the Transportation Master Plan will mitigate impact on the larger transportation network as the overall area develops. Not all of these expansions will be the responsibility of individual projects. Fowler Lane is currently a rural standard unpaved road. Development of the site will require development of additional street capacity. Exact routing of travel and character of the improvements is not known at this time. They will be identified during development review 495 Staff Report for 21076 Buffalo Run Annexation & Zone Map Amendment Page 50 of 79 when a specific construction proposal is made and impacts can be more accurately identified. Anticipated street capacity for various classes of streets is shown in Table 2.7 of the Transportation Master Plan and discussed in Section 2.4.1 of the same document. The comments from the Engineering Division have advised the applicant that secondary access to the site and limited traffic growth on existing streets will be part of the City’s review of any future development. Future development of this property provides opportunity to expand the pedestrian network through installation of sidewalks such as a new East-West link connecting Fowler Lane to the sidewalk network along an extension of Kurk Drive. As there are no existing pedestrian or bicycle facilities along this section of Fowler Lane, the future extension of Kurk Drive will substantially shorten the travel distance from the west to reach trails, sidewalks, and parks. Bike and pedestrian travel is much more sensitive to distance than motor vehicle travel. Sidewalk installation is a minimum development standard under Chapter 38 of the municipal code. This expands and improves the non-motorized transportation system. These links will be required with any future development under any municipal zoning district. Figure 2.10 of the Transportation Master Plan visually illustrates the Census and American Community Survey data that those living in the census tract including this property commute to work 35% of the time by foot, bike, or transit. This is the 2nd highest rate in the City area. Given the location of the project site Staff expects that the non-motorized work trip will be less than the 35% shown from the Census data. However, the extension of Kurk Drive provides a continuous street connection from the far west of the subject property to the collector and arterial network that would support walking and biking to major destinations like MSU. Non-work travel data is not available from the Census. There are intermittent gaps in the pedestrian and bicycle network. It is expected that those will fill in over time, either with development of adjacent properties or overall City improvements. Several larger projects are under review which will fill in larger gaps such as the northern side of Graf Street west of S. 19th Avenue. The City has set minimum standards applicable to development to limit block length, ensure trail and sidewalk connections, and provide streets adequate to carry traffic projected from development. These standards are not applied at the time of the ZMA but are implemented during the subdivision and site plan processes required before any construction may begin. See also Section 6, Criterion D. On pages 74-75 of the BCP 2020 in the discussion of application of the zoning criteria it says: “Development creates or funds many of the City’s local streets, intersection upgrades, and trails. Therefore, although a text or map amendment may allow more intense development than before, compliance with the adopted Plans and standards will provide adequate capacity to offset that increase.” 496 Staff Report for 21076 Buffalo Run Annexation & Zone Map Amendment Page 51 of 79 The zoning designation itself does not change traffic flow or transportation demand. The compliance of future development with adopted standards will offset impacts from that development. Public comment was received regarding lack of transit availability in the area. Streamline is the transit provider in the Bozeman area. The existing transit routes do not run south of Kagy Boulevard. In January 2021, Streamline released the final draft of Redesign Streamline 2020 (Redesign). This transit development plan examined current conditions, what improvements transit users or potential users desired, and identified changes to improve service. The Redesign document suggests additional route development to improve service. No specific timeframe is suggested for when the additional routes would begin. The additional routes do not extend south of Kagy Boulevard. The intent statement, 38.300.010.F, for the R-4 district says in part: “The intent of the R-4 residential high density district is to provide for high-density residential development through a variety of housing types within the city with associated service functions.” The paragraph then notes methods by which to achieve that intent. The paragraph notes that use of the R-4 district is appropriate for placement adjacent to mixed use districts and/or served by transit. Public comment has been received on the intent statement. Intent statements are abstracts of a zoning district, not a complete description. They provide a quick summary of individual districts. A notation that a district is appropriate under certain circumstances is not a restriction on its placement elsewhere. The label of “appropriate” is support for consideration of the R-4 district when a given location has the specific characteristics. Zoning implementation is required to be in accordance with the growth policy. In reviewing and understanding the meaning of the intent statement it is also appropriate to consider this excerpt from the Urban Neighborhood future land use category description. “Higher density residential areas are encouraged to be, but are not required or restricted to, proximity to commercial mixed use areas to facilitate the provision of services and employment opportunities without requiring the use of a car.” Emphasis added. In discussing service strategies, Redesign notes: “Transit success is directly influenced by surrounding development patterns and density. For transit to be tremendously successful, there must be a strong mix of population and employment densities, as well as a street and sidewalk network that promotes walkability and access. Higher population and employment densities are supportive of transit because they provide a larger potential customer base to draw from.” p. 6 The growth policy includes: DCD-2.7 Encourage the location of higher density housing and public transit routes in proximity to one another. 497 Staff Report for 21076 Buffalo Run Annexation & Zone Map Amendment Page 52 of 79 These two statements raise the question of how to address what comes first. Transit, which requires density and destinations to be cost effective and useful; or density, which transit supports. The character of development south of Kagy Boulevard was for many years characterized by low density residential. Some existing developed portions of the area are likely to retain that character for a long time. However, there are several recently completed higher density developments such as South Rows, some now under construction such as Nexus Point apartments, or in development review such as Blackwood Groves. As shown on the excerpt from the Community Development Viewer in Section 6, Criterion H, there is a lot of development underway in the area. The majority of the zoning in the area south of Kagy, and exclusively west of 19th Avenue, allows moderate to higher intensity development as discussed under Section 6, Criterion G. The City Commission has determined that transit accessibility, while desirable, is not a precondition to approval of zone map amendments. Not all of the area is built to the maximum allowed by the zoning which lessens the overall density. Following the analysis above, Staff finds this criterion is met. See also discussion under annexation Policy 7 above. G. Promotion of compatible urban growth. Criterion met. The Bozeman Community Plan establishes a preferred and compatible development pattern. “The land use map sets generalized expectations for what goes where in the community… The land use categories and descriptions provide a guide for appropriate development and redevelopment locations for civic, residential, commercial, industrial, and other uses. The future land use designations are important because they aim to further the vision and goals of the City through promoting sustainability, citizen and visitor safety, and a high quality of life that will shape Bozeman’s future.” (Community Plan p. 51) There are widely varying opinions about what constitutes compatibility. To address this wide variation of viewpoint, Compatible development and Compatible land use are defined in Article 38.7 BMC to establish a common reference for consideration of this criterion and application of development standards. They are defined as: “Compatible development. The use of land and the construction and use of structures which is in harmony with adjoining development, existing neighborhoods, and the goals and objectives of the cty's adopted growth policy. Elements of compatible development include, but are not limited to, variety of architectural design; rhythm of architectural elements; scale; intensity; materials; building siting; lot and building size; hours of operation; and integration with existing community systems including water and sewer services, natural elements in the area, motorized and non-motorized transportation, and open spaces and parks. Compatible development does not require uniformity or monotony of architectural or site design, density or use. 498 Staff Report for 21076 Buffalo Run Annexation & Zone Map Amendment Page 53 of 79 Compatible land use. A land use which may by virtue of the characteristics of its discernible outward effects exist in harmony with an adjoining land use of differing character. Effects often measured to determine compatibility include, but are not limited to, noise, odor, light and the presence of physical hazards such as combustible or explosive materials.” As noted in the definition of Compatible development, there are many elements that contribute to compatibility. The first sentence identifies compliance with the growth policy, as described in Section 6, Criterion A above, as a substantial element of the character of compatible development. The final sentence of the definition deserves emphasis “Compatible development does not require uniformity or monotony of architectural or site design, density or use.” Compatible development can be different than what is already in place. The City has adopted a variety of standards to implement compatibility and to address the many elements which influence it. The proposed R-4 district is a residential district. The allowed uses for residential districts are set in 38.310.030. The listing of allowed uses is included in Appendix B. A review of Table 38.310.030.A - Permitted general and group residential uses in residential zoning districts, shows two differences between the R-3 and R-4 zoning districts. A review of Table 38.310.030.B – Permitted accessory and non-residential uses in residential zoning districts shows two differences. Distinctions based on use are minor. The form and intensity standards for residential districts are in 38.320.030. There are some, but still modest, differences between R-3 and R-4 in this portion of the development standards. Development may take many forms in either zoning district. The more intensive development elements allowed in the R-3 and R-4 districts are subject to additional development standards established in Article 38.5, Project Design, of the municipal code. These standards address both site and building design to enable differing uses and scales of development to meet the definition of compatible in the municipal code and presented above. “Sec. 38.500.010. - Purpose. This article (38.5) implements the Bozeman's growth policy. Overall, this article: A. Provides clear objectives for those embarking on the planning and design of development projects in Bozeman; B. Preserves and protects the public health, safety, and welfare of the citizens of Bozeman; C. Ensures that new commercial and multi-household development is of high quality and beneficially contributes to Bozeman's character; D. Ensures that new developments within existing neighborhoods are compatible with, and enhance the character of Bozeman's neighborhoods; E. Promotes an increase in walking and bicycling throughout the City; F. Enhances the livability of Bozeman's residential developments; G. Maintains and enhances property values within Bozeman.” 499 Staff Report for 21076 Buffalo Run Annexation & Zone Map Amendment Page 54 of 79 The proposed amendment is associated with an annexation creating an incremental increase in the size of the City. As discussed in Section 6, Criterion A above, both the City’s and County’s growth policies expect this area to transition from rural to urban development. The unannexed areas adjacent to this property are agricultural or detached homes on an individual large lot in conformance with the Gallatin County AS zoning. There is greater difference in the intensity of development allowed between the AS and R-4 districts. The primary uses in the R-4 district are a mix of residences. Primary uses in the AS district are low intensity residential and agricultural. Residential uses are planned for the entire area as described in Section 6, Criterion A. There is not a specified zoning district for the planned residential uses. However, as described above, the City has many standards to address compatibility. Therefore, the uses are expected to be compatible. Compatible land uses, as defined above, are those that can exist in harmony and do not cause physical hazards. They do not have to be identical or similar in size or scale to be compatible. Examples of development standards applied to future development to support compatibility are constraint and treatment of storm water runoff, and lighting required to be dark sky compliant and not trespass on adjacent property. The City Commission has adopted standards to control development impacts and support compatibility. The following excerpt from the BCP 2020, page 75 describes the City’s approach. “What combination of uses under what conditions can work well together? There is a wide range of possible answers for each community to consider. Some communities take a highly prescriptive worst-case view and try to restrain all possible points of perceived conflict. This tends to create a very homogenous community with little interest or scope for creativity. Bozeman takes a different approach. The worst case scenario is recognized as unlikely, but possible. Development standards deal with the majority of cases, while restraining extraordinary problems. The City creates standards under items 1 through 3; when one district is adjacent to another and is consistent with the growth policy, any physical conflicts will be minimal, if present at all. The City’s zoning policy encourages continued development of mixed uses. … The City uses the broad scope of its development standards to enable differing uses to be successful near each other. This shows on the zoning map where districts providing a wide diversity of uses are intermixed.” The maps included in Section 6, Criterion H, show that the R-4 district is already present in the general area, including adjacent to unannexed lands. Therefore, the question of whether R-4 is suitable in the area and adjacent to unannexed property has been addressed and found acceptable with earlier applications. Staff concludes that although the R-4 is different than the immediately adjacent zoning it is compatible and is urban growth as called for in the growth policy. See also discussion for Section 6, Criteria A & H. 500 Staff Report for 21076 Buffalo Run Annexation & Zone Map Amendment Page 55 of 79 H. Character of the district. Criterion met. Section 76-2-302, MCA says “…legislative body may divide the municipality into districts of the number, shape, and area as are considered best suited to carry out the purposes [promoting health, safety, morals, or the general welfare of the community] of this part.” Emphasis added. This proposal amends the zoning map and not the text. Therefore, no element of this amendment modifies the standards of any zoning district. The character of the districts as created by those standards remains unaltered. Even though this criterion is most applicable to text amendments it still must be applied to consideration of zoning map amendments. The requested zoning meets the requirements of this criterion because, although different, it is compatible with surrounding zoning, existing roads and a park will provide a buffer between future development on this parcel and existing residential and agricultural uses, and promotes urban growth as called for in the BCP 2020. See discussion throughout Section 6 in support of this conclusion. Public comment was received regarding impact of the proposed zone map amendment on the existing character of the area. The proposed amendment only applies to the Applicant’s property and does not change what is or is not allowed on adjacent property which limits impacts. As noted above, the City Commission has discretion within the limits of the State established criteria in considering the location and geographical extents of a zoning district. Implementation of zoning must also be in accordance with the adopted growth policy. As noted in Section 6, Criterion A, the City policy calls for a diverse and densifying land use pattern. See discussion in Section 6, Criterion A. The BCP 2020 includes several objectives applicable to this criteria. These are: N-1.11 Enable a gradual and predictable increase in density in developed areas over time. N-1.2 Increase required minimum densities in residential districts. N-3.5 Strongly discourage private covenants that restrict housing diversity or are contrary to City land development policies or climate action plan goals. Application of any municipal zoning district to the subject property and subsequent development will alter the existing character of the subject property which is a rural individual home with accessory buildings. Likewise, development under any municipal zoning district will be visually different from adjacent unannexed property. This is true even if both are used for similar types of housing due to the differences between municipal and county zoning standards. These distinctions do not prohibit the property from being annexed and zoned by the City as requested by the landowner. Zoning doesn’t freeze the character of an area forever. Rather, zoning provides a structured method to consider changes to the character. The BCP 2020 notes, 501 Staff Report for 21076 Buffalo Run Annexation & Zone Map Amendment Page 56 of 79 “…when considering an amendment to the zoning map both the actual and possible built environment are evaluated. If the amendment is accompanying an annexation request there is often a substantial change in use that will occur. In this case, the Commission must look at what the growth policy recommends for the area, as there is less built context to provide guidance.” See Section 6, Criterion A above for discussion about the application and growth policy and planned change to the character of the area. The City has defined compatible development as: “The use of land and the construction and use of structures which is in harmony with adjoining development, existing neighborhoods, and the goals and objectives of the city's adopted growth policy. Elements of compatible development include, but are not limited to, variety of architectural design; rhythm of architectural elements; scale; intensity; materials; building siting; lot and building size; hours of operation; and integration with existing community systems including water and sewer services, natural elements in the area, motorized and non-motorized transportation, and open spaces and parks. Compatible development does not require uniformity or monotony of architectural or site design, density or use.” As noted above, the City Commission has latitude in considering the geographical extents of a zoning district. To date, the City of Bozeman has not defined a specific area outside of the area itself to be rezoned for consideration of this criterion. A review of the existing uses within a quarter mile radius of the amendment site shows two zoning districts. One, R-3, is a municipal district and allows a wide variety of housing types including detached homes, townhomes, and other forms of attached homes, as well as various institutional and light commercial uses. The second, A-S, is a county zoning district focused on low density residential and preservation of agricultural operation until it transitions to urban development. See discussion under Section 6, Criterion A above. A larger context view of the zoning in the area is in the Section 1 maps. Active uses within a quarter mile include parks, detached individual homes, and agricultural fields. This is a small selection of the potential uses allowed in the existing zoning districts. Single homes and townhomes are beginning construction in the nearby Gran Cielo subdivision. The majority of the area within a quarter mile is undeveloped and remains as fields. In the developed areas, zoned as R-3, detached single household residences are the most commonly constructed buildings. Public comment was received regarding the R-3 area having been developed as R-1 due to predominant construction of individual detached homes. Construction of only a limited selection of the allowed uses in a district does not amend the zoning map and the future flexibility authorized remains in force. A review of the zoning map also finds that proximity of R-3 and R-4, or even R-1 and R-4 are not uncommon. The following two maps show that the R-1, R-3, and R-4 districts have 502 Staff Report for 21076 Buffalo Run Annexation & Zone Map Amendment Page 57 of 79 been approved as suitable neighbors on many occasions. The locations include central areas of the city and in newly annexing and developing areas. The City has experienced no difficulties with the proximity of the different zoning districts. Some districts are separated by streets, some are not. The full detail of the City’s zoning map is available through the City’s Community Development Viewer. Proximity map of existing areas zoned as R-1 and R-4 503 Staff Report for 21076 Buffalo Run Annexation & Zone Map Amendment Page 58 of 79 Proximity map of existing areas zoned as R-1, R-3, and R-4 Page 77 of the BCP 2020 describing review of zoning map amendments states: “When evaluating compliance with criteria, it is appropriate to consider all the options allowed by the requested district and not only what the present applicant describes as their intensions.” When evaluating compatibility between zoning districts, Staff considers the full range of allowable uses, not only what is built now or proposed by a specific project. Looking at a broader area as shown in the maps in Section 1, all of the municipally zoned areas west of 19th and south of College Street are in the upper range of zoning district intensity. This is consistent with the City’s previous and current growth policy and infrastructure planning. There is an application for rezoning (Nexus Point, application 20389) just south of the Grace Bible Church which was approved on February 23, 2021. The application proposes to rezone a portion of a previously approved site plan from R-O to R-5. The implementing ordinance is in process. A second application (21095) to rezone to R-5 from R-4 has recently been received and is beginning the review process. The character of the larger area is in the process of changing with multiple large and intense developments 504 Staff Report for 21076 Buffalo Run Annexation & Zone Map Amendment Page 59 of 79 now under construction or in review. This is illustrated by this excerpt from the Community Development Viewer. All colored or striped shaded areas are in some stage of review and development. This application is the solid green shaded rectangle in the lower left of the image. Public comment was received regarding the appropriateness of the R-4 district when the intent statement for the district notes it is appropriate to be located near transit and mixed use areas. In reviewing and understanding the meaning of the intent statement it is also appropriate to consider this excerpt from the Urban Neighborhood future land use category description. “Higher density residential areas are encouraged to be, but are not required or restricted to, proximity to commercial mixed use areas to facilitate the provision of services and employment opportunities without requiring the use of a car.” The majority of the area adjacent to the site is agricultural and the character of the area is in transition from rural to urban, as described in Section 6, Criterion A. Therefore, the character is not fully defined, and it is suitable to add additional uses. The City, as shown by an examination of the zoning map and authorized uses in all zoning districts, strives to 505 Staff Report for 21076 Buffalo Run Annexation & Zone Map Amendment Page 60 of 79 encourage a diverse development pattern and avoid large areas of single use development. This is further supported by the statement in the description of the Urban Neighborhood future land use category, “Large areas of any single type of housing are discouraged.” No size is specified for what is a large area. Therefore, when considering the character of an area it is expected that there will be diversity of development types. This diversity is also shown on the zoning maps in Section 1. Table 4 of the BCP 2020, see Section 6, Criterion A above, identifies the implementing zoning districts of the Urban Neighborhood future land use category. That category allows for zoning districts that authorize a wide range of possible future development. There are no zoning districts which are limited to only one type of development. All zoning districts implementing the Urban Neighborhood category provide for a range of housing types, institutions, and commercial activities. The expansiveness and intensity allowed varies between districts. The BCP 2020 calls for evaluation of the entire range of uses in zoning districts when evaluating criteria for zoning amendments. As discussed under Section 6, Criterion G, the R- 4 zoning district and the adjacent R-3 zoning district are both residential in nature and are more similar than different in uses and standards. Development in R-4 that is more intensive than that allowed in the R-3 district, such as an apartment building, is subject to the standards of Article 38.5. Article 38.5 imposes a variety of standards on site and building design. The present development zoned R-3 near the subject property is developed at the low end of the allowed intensity for the R-3 zoning district. Public comment was received regarding covenants applied to a portion of the Meadow Creek subdivision limiting uses. The subject property for this application is not located within the area limited by those covenants. A decision by one or a group of owners to use less than the full allowance for development does not limit or restrict another owner from choosing differently. This is consistent with objective N-3.5 included above. There is a public park along the eastern boundary of the area proposed for zoning. The nearest home to the property line of the area to be zoned is 240 feet away from the eastern property line of the property to be zoned. Term of Annexation 11 requires additional land be added to Meadow Creek Park which will increase this distance. This separation provides a substantial separation between developed areas. See further discussion on compatibility in Section 6, Criterion G. There is a greater difference between the proposed R-4 and the adjacent unannexed properties. As described on page 77 of the BCP 2020, a local street is considered an adequate separation to address differences between uses when combined with the City’s development standards; even for substantially different districts. To the west, the right of way for Fowler Avenue provides a substantial separation from the R-4 adequate to avoid negative impacts. The property to the north has no structures and the owner states it is used for agriculture. The property is adjacent to the property to be zoned and is not separated by a street. 506 Staff Report for 21076 Buffalo Run Annexation & Zone Map Amendment Page 61 of 79 Development of the subject property is required to remain inside the property boundaries. The City has adopted various standards to constrain off-site impacts that could interfere with adjacent agriculture. Therefore, for properties to the west, north, and east the character of the district is adequately addressed. The greatest difference in character is between the R-4 and the AS zoned property to the south. The property to the south has two detached homes on the 10 acre tract. There is no existing street to the east to extend and create a transition between properties although one could be created. There is no existing physical separation between the two properties. The property to the south is, as is the tract proposed to be zoned, in an area which is planned to transition to urban uses as discussed in Section 6, Criterion A. No time frame for this transition is specified. The change will not occur until the property owner chooses to develop the property. In the meantime, there is a substantial difference between the intensity of development on the two properties even though both are zoning districts with primarily residential uses. Should a street or similar separator be placed along the southern boundary of the property being rezoned that will have the same separating/buffering effect as for the properties to the west and north discussed above. Evaluation of this situation is guided by the growth policy. On page 76 of the BCP 2020 under discussion of application of this zoning criteria is says: “Second, when considering an amendment to the zoning map both the actual and possible built environment are evaluated. If the amendment is accompanying an annexation request there is often a substantial change in use that will occur. In this case, the Commission must look at what the growth policy recommends for the area, as there is less built context to provide guidance.” The City has adopted many standards to identify and avoid or mitigate demonstrable negative impacts of development. These will support the ability of future development in R-4 to be compatible with adjacent development and uphold the residential character in an area where R-4 is applied even if the intensity between districts is different. See the map below. The following excerpt from the BCP 2020, page 75 describes the City’s adopted approach. “What combination of uses under what conditions can work well together? There is a wide range of possible answers for each community to consider. Some communities take a highly prescriptive worst-case view and try to restrain all possible points of perceived conflict. This tends to create a very homogenous community with little interest or scope for creativity. Bozeman takes a different approach. The worst case scenario is recognized as unlikely, but possible. Development standards deal with the majority of cases, while restraining extraordinary problems. The City creates standards under items 1 through 3; when one district is adjacent to another and is consistent with the growth policy, any physical conflicts will be minimal, if present at all. The City’s zoning policy encourages continued development of mixed 507 Staff Report for 21076 Buffalo Run Annexation & Zone Map Amendment Page 62 of 79 uses. … The City uses the broad scope of its development standards to enable differing uses to be successful near each other. This shows on the zoning map where districts providing a wide diversity of uses are intermixed.” The standards adopted by the City prevent physically dangerous spillover effects. An example is the capture, treatment and discharge controls from additional storm water runoff as additional impervious surfaces are built. Required setbacks from property lines, landscaping requirements, and similar site and building standards address character and compatibility. These and other standards carry out the intent and purpose of the City’s land development standards in Chapter 38 of the municipal code. Sec. 38.100.040. - Intent and purpose of chapter. A. The intent of this unified development chapter is to protect the public health, safety and general welfare; to recognize and balance the various rights and responsibilities relating to land ownership, use, and development identified in the United States and State of Montana constitutions, and statutory and common law; to implement the city's adopted growth policy; and to meet the requirements of state law. Compatibility between municipal and unannexed areas is a long-standing concern and has been evaluated many times. The zoning map is a record of the outcome of those decisions. The following map shows where zoning districts which are equally or more intensive to the existing R-3 in Meadow Creek are located when adjacent to unannexed land. This includes those pockets of unannexed land which are surrounded by the City. The RS, R-1, R-2, and RMH districts and those districts not adjacent to unannexed land are shown in a tan shade. As shown, there are large areas where intensive zoning, whether residential, commercial, industrial, or institutional, are located next to unannexed land. There are no policies included in the BCP 2020 that require or encourage zoning to be intentionally less than what is desirable for the long term growth of the City due to unannexed ground. Zoning does not prohibit change but provides a structure within which change can occur. Such changes include modifications to both the text and zoning map. Such amendments are authorized in the zoning enabling act for municipalities. Landowners have both property rights and responsibilities. The City has adopted development standards to ensure that responsibilities are met while landowners exercise their property rights. The City has not chosen, and is not required, to adopt standards for all issues. For example, standards have not been adopted regarding preservation of mature trees or extra separation of buildings from unannexed property. Theme 7 of the BCP 2020 includes this statement: “RC-3.2 Work with Gallatin County to keep rural areas rural and maintain a clear edge to urban development that evolves as the City expands outwards.” 508 Staff Report for 21076 Buffalo Run Annexation & Zone Map Amendment Page 63 of 79 Map of Zoning Adjacent to Unannexed Areas. 509 Staff Report for 21076 Buffalo Run Annexation & Zone Map Amendment Page 64 of 79 This objective describes the situation now under review. The City is expanding outwards by annexation. Gallatin County has identified this area as a growth area in its land use planning documents. Maintenance of a clear urban edge is partially created by the City limits directly and partly by the choice of zoning district adjacent to that boundary. There will be a distinct edge between the AS and R-4 zoning districts with different intensity of residential uses. Staff concludes that although the R-4 is different than the surrounding zoning it is compatible and is urban growth as called for in the growth policy. See also discussion for Section 6, Criteria A, G, and F. I. Peculiar suitability for particular uses. Neutral. The proposed amendment does not modify the existing standards of the R-4 district. Therefore the impact of the amendment is limited to this application site. The property is generally flat. A water channel crosses the property from north to south. It is presently unknown whether this is natural flow, irrigation water, or a blend of the two. Groundwater in the area is shallow and at hazard from onsite sewage treatment. The property is within the City’s planning area for land use and utility extensions. There is frontage on Fowler Lane, an arterial street. Municipal utilities and emergency services can be extended to the area. The site is capable of supporting a more intensive district in the range of zoning districts. These features are not unusual for properties adjacent to the City. The described features support annexation and development within the City. There are not sufficient distinctive characteristics of the property to make a positive or negative findings for this criteria specific to an individual residential zoning district being more suitable than another. J. Conserving the value of buildings. Criterion met. The proposed amendment does not modify the existing standards of the R-4 district. Therefore the impact of the amendment is limited to this application site rather than other areas already zoned as R-4. The subject property has one detached home and associated outbuildings on it. The owner of the property is the applicant. The R-4 zoning district will have no negative effect on the value of buildings within the amendment boundary. As discussed under Section 6, Criterion H, property to the west, north, and east has or will have separation from future development on the site and will be protected by development standards. As discussed under Section 6, Criteria A, G, and H, placement of the R-4 district is consistent with the planned uses and long term and larger character of the area. Any new structures at the site will be required to meet setback and other protective requirements set forth in the Bozeman Municipal Code. Compliance will alleviate potential negative impacts to the value of surrounding buildings and properties. As described in earlier criteria, the proposed zoning is compatible with existing buildings on adjacent properties and does not create any new situations not in compliance with municipal code. Therefore, this criterion is met. 510 Staff Report for 21076 Buffalo Run Annexation & Zone Map Amendment Page 65 of 79 K. Encourage the most appropriate use of land throughout the jurisdictional area. Criterion met. As discussed in Section 6, Criterion A above, this property has been planned for urban residential uses for many years. The proposed R-4 district is a primarily residential district. The property is adjacent to the City, within the municipal services area, adjacent to a planned arterial street, and can be annexed. The property is in an area of high groundwater where septic systems are a possible hazard to groundwater and onsite development with septic systems should be avoided. The criterion is met. Spot Zoning Criteria Rezoning may, in certain factual circumstances, constitute impermissible “spot zoning.” The issue of whether a rezoning constitutes spot zoning was discussed by the Montana Supreme Court in Plains Grains LP v. Board of County Comm’rs of Cascade County and Little v. Bd. Of County Comm’rs, in which the Court determined that the presence of all of the following three conditions generally will indicate that a given situation constitutes spot zoning, regardless of variations in factual scenarios. 1. Is the proposed use significantly different from the prevailing land uses in the area? No. This criterion includes the modifier ‘significantly.’ It is not prohibited to have uses that are different. To satisfy this criterion, the reviewer must demonstrate a ‘significant difference.’ As an example, in the Plains Grains LP case the change was from Agricultural to Heavy Industrial; and in the Little case the zoning was commercial in conflict with the planned residential uses shown in the growth policy and existing in the surrounding area. As stated in Section 6, Criterion H above, when evaluating a zone map amendment the entire range of uses authorized in a district is evaluated, not just what has been built. The R-4 district is primarily for homes as established in 38.310.030, Authorized Uses – Residential Zoning Districts. See also Appendix B for a comparison of residential uses among residential districts. The shape and configuration of homes may vary but remain homes. As discussed in several criteria above, the surrounding area is already developed as or planned for urban residential development. A range of residential intensities exists or is being constructed in the surrounding area. A review of Table 38.310.030.A - Permitted general and group residential uses in residential zoning districts, shows only two differences between the adjacent R-3 and proposed R-4 zoning districts. A review of Table 38.310.030.B – Permitted accessory and non-residential uses in residential zoning districts shows two differences. Similarity between R-3 and R-4 shows 36 of the 40 authorized uses are shared between the two districts. Such a high degree of similarity does not support a finding of “significantly different.” There are greater differences between the proposed R-4 and the unannexed areas. That largely reflects the status of property within a municipality where intensity of development is 511 Staff Report for 21076 Buffalo Run Annexation & Zone Map Amendment Page 66 of 79 expected to be higher as discussed throughout the criteria in Section 6 of this report. Also as noted in Section 6 of this report, the area proposed for zoning is planned by both City and County land use planning documents for urban growth and development. Bozeman has intentionally developed a zoning system that includes districts which include broad scope of activities. This is consistent with the authorization of 76-2-302 MCA for the City Commission to determine “the number, shape, and area” of districts best suited to carry out the purposes of zoning. The City deliberately chooses to encourage diverse development and avoid large areas of the same zoning. As noted in Section 6, Criterion A, this diversity of development approach is supported and directed in the growth policy. Further, as shown in Criterion A, the proposed zoning is “in accordance with” the growth policy. As shown in the large scale vicinity map in Section 1 of this report and in Criterion H, R-4 has been placed adjacent to other unannexed property and across the street from the R-1 and R-3 zoning districts including in the same general area as the current application. This is consistent with the legislative discretion authorized in 76-2-302, MCA and cited in the discussion under Section 6, Criterion H. As discussed in Section 6, Criteria A, G, and H, the area proposed for zoning change is in a transitional area and is changing over time from rural to urban. All the existing municipal development in the area previously went through an annexation and zoning process and likewise represented a substantial increase in intensity of use over the then existing agricultural and large lot residential uses. The implementing zoning districts for the Urban Neighborhood future land use category in the BCP 2020 allow both residential and non- residential uses. Some implementing zoning districts, such as B-1 are primarily business oriented. The R-4 is dominantly a residential district. Future development of the site in compliance with the proposed R-4 designation provides for predominantly residential development. The range of uses is compatible with the most common residential land uses in the area. As described in Appendix B, Section 6, Criteria G, H, and others above, the uses authorized in the R-4 zone are similar to the urban land uses in the area. This spot zoning criterion only looks at use. It does not consider similarity or difference in other standards related to development such as height, separation from property lines, etc. There are more differences between R-4 and the unannexed adjacent property. The prevailing, or most frequent, use measured by area adjacent to the subject property is agriculture. This is not surprising as this application is occurring in conjunction with annexation of property on the edge of the City. The annexing property is physically adjacent to the City. Any municipal zoning district will have differences from the rural zoning established by Gallatin County in this area. The annexation is an incremental expansion of the City, in an area planned by both Gallatin County and the City of Bozeman for such expansion, and the change in zoning is inherent with the growth of the City. There are differences between the rural and urban zoning at this time. However, it is the intention of the 512 Staff Report for 21076 Buffalo Run Annexation & Zone Map Amendment Page 67 of 79 existing and proposed zoning authority for the use of land to change as shown in the Section 6, Criterion A analysis above. Therefore, staff finds that this criterion is not met. 2. Is the area requested for the rezone rather small in terms of the number of separate landowners benefited from the proposed change? Yes. The application is submitted by one landowner in conjunction with annexation of the single 20 acre property. Although the City supports multiparty annexation applications, landowner initiated annexation of single properties are the most frequent annexation requests received by the City. Division 38.260 Part 2 describes the process to request a zone map amendment and its review. Section 38.260.100 explicitly authorizes an individual landowner to initiate a zone map amendment. The BCP 2020 also discusses the initiation of zone map amendments. On page 72, the needed justification for a zone map change is discussed. It states that landowner preference, when coupled with compliance with the criteria established in statute, is sufficient to justify an amendment. However, as described in Section 6, Criterion A above, the amendment advances the overall policies of the BCP 2020, the City’s adopted growth policy, and the growth policy and neighborhood plans for Gallatin County. As the application advances the growth policies there are benefits to the larger community from the amendment as well as to the applicant. Installation of the infrastructure to support future development as is required by the municipal code and state law will benefit other landowners who own property that has increased access to that infrastructure. As described in the report above, expansion and addition of functionality to public parks, advancement of the transportation network, and other identified public benefits will occur with future development of the property. There are generalized benefits to the community from the annexation and zoning change, and some more direct benefits to other nearby landowners, but the number of direct beneficiaries is small compared to the community population as a whole. However, as discussed below, the application is not at the expense of others. 3. Would the change be in the nature of “special legislation” designed to benefit only one or a few landowners at the expense of the surrounding landowners or the general public? No. While the applicant/landowner will directly benefit from the annexation and associated proposed zone map amendment, the proposed amendment is not at the expense of surrounding landowners or the general public. As discussed in the various review criteria above, no substantial negative impacts are identified due to this amendment which do not also have identified opportunities for resolution with future development of the site. The zone map amendment does not occur in isolation. The associated annexation agreement binds the applicant to conform to the City’s development standards and procedures adopted in the municipal code and other governing documents. The development regulations require that infrastructure needed to support the development be installed in a timely manner and consistent with adopted standards. This is the same process as was required with Meadow 513 Staff Report for 21076 Buffalo Run Annexation & Zone Map Amendment Page 68 of 79 Creek Subdivision, Gran Cielo Subdivision, South Rows site plan, and all other development in the vicinity and across the City. Any future annexation and development of presently unannexed land is expected to be subject to the same process as well. Therefore, the process is consistent and generally applicable for all. Although the zoning map is proposed to change, the associated Terms of Annexation, and the development standards referenced throughout the analysis of the zone map amendment will limit impacts of new development and avoid expense to the general public or surrounding landowners. As noted in Section 6, Criterion D, citing to 38.300.020.C, the placement of a zoning district does not obligate the City to install infrastructure or bear costs. The Terms of Annexation and implementing annexation agreement explicitly include notice that infrastructure funding and costs of expansion are primarily that of the landowner; who has voluntarily sought annexation. When looking at the City as a whole, Bozeman is in need of additional housing to meet increased demand for a variety of housing options. The proposed R-4 would allow for more housing in a growing area of the City, which benefits the general public. Expanded park facilities and improved transportation links, such as completion of S. 27th from Graf Street to Kurk Drive, will provide benefits to the community at large as well as nearby residents. As discussed in Section 6, Criterion A, the application is consistent with both the City’s BCP 2020 and the County’s growth policy. The growth policy is the overall land use policy for the community. Consistency with the growth policy demonstrates benefit to the general public. As discussed under Section 6, Criterion D, the City’s development standards will require the applicant to provide the needed infrastructure to support any proposed development prior to construction of homes. Concurrency and adequacy of infrastructure remove most potential injury to others. As discussed in Section 6, Criteria G and H, the requested zoning district of R-4 is different than, but compatible with and consistent with the existing and developing character of the area. The development standards and processes will ensure that future development of the site will bear the costs of the development rather than pushing those costs to the public. Therefore, the amendment does not benefit the landowner at the expense of others. Development of the site in any manner will create additional demand for services and change the character of the site from a large lot with a single home. A change to an urban district does not inherently injure the surrounding landowners. 514 Staff Report for 21076 Buffalo Run Annexation & Zone Map Amendment Page 69 of 79 PROTEST NOTICE FOR ZONING AMENDMENTS IN THE CASE OF WRITTEN PROTEST AGAINST SUCH CHANGES SIGNED BY THE OWNERS OF 25% OR MORE OF THE AREA OF THE LOTS WITHIN THE AMENDMENT AREA OR THOSE LOTS OR UNITS WITHIN 150 FEET FROM A LOT INCLUDED IN A PROPOSED CHANGE, THE AMENDMENT SHALL NOT BECOME EFFECTIVE EXCEPT BY THE FAVORABLE VOTE OF TWO-THIRDS OF THE PRESENT AND VOTING MEMBERS OF THE CITY COMMISSION. The City will accept written protests from property owners against the proposal described in this report until the close of the public hearing before the City Commission. Pursuant to 76-2-305, MCA, a protest may only be submitted by the owner(s) of real property within the area affected by the proposal or by owner(s) of real property that lie within 150 feet of an area affected by the proposal. The protest must be in writing and must be signed by all owners of the real property. In addition, a sufficient protest must: (i) contain a description of the action protested sufficient to identify the action against which the protest is lodged; and (ii) contain a statement of the protestor's qualifications (including listing all owners of the property and the physical address), to protest the action against which the protest is lodged, including ownership of property affected by the action. Signers are encouraged to print their names after their signatures. A person may in writing withdraw a previously filed protest at any time prior to final action by the City Commission. Protests must be delivered to the Bozeman City Clerk, 121 North Rouse Ave., PO Box 1230, Bozeman, MT 59771-1230. There are six properties located within the state established protest area 150 feet from the project site. This means that qualifying protests must be received from the owners of at least two of the properties for there to be an adequate protest. The protest threshold has been reached. A 2/3 vote as identified above will be required to approve this amendment. 515 Staff Report for 21076 Buffalo Run Annexation & Zone Map Amendment Page 70 of 79 APPENDIX A - NOTICING AND PUBLIC COMMENT Notice has been or will be published in the Bozeman Daily Chronicle on March 7, 2021, March 21, 2021, and April 11, 2021. The site was posted in two locations and notices mailed by the applicant as required by 38.220 and the required confirmation provided to the Planning Office. Notice was or will be provided at least 15 and not more than 45 days prior to each public hearing. As of the writing of this report on April 9, 2021, 72 written comments were received on this application. All written comments are available for review in the project folder at https://weblink.bozeman.net/WebLink/Browse.aspx?id=233876&dbid=0&repo=BOZEMAN . As comments are received they are added to the online folder and available to anyone. The oral comments are available through the recording of the Zoning Commission public hearing which is available through the City’s website at https://bozeman.granicus.com/player/clip/66?view_id=1&redirect=true. Issues raised by public comments are addressed throughout this report. Common themes in the written and oral public comment submitted to date include: 516 Staff Report for 21076 Buffalo Run Annexation & Zone Map Amendment Page 71 of 79 • Traffic routes, connectivity, and impacts, especially to Kurk Drive and Fowler Lane, and associated public safety concerns • Character of existing development in Meadow Creek Subdivision and other adjacent properties compared to proposed zoning • R-4 intent statement • Growth policy compliance • Affordable housing • Proximity to services • Water pressure APPENDIX B - PROJECT GROWTH POLICY AND PROPOSED ZONING Adopted Growth Policy Designation: The property is designated as “Urban Neighborhood” in the Bozeman Community Plan 2020. 1. URBAN NEIGHBORHOOD. This category primarily includes urban density homes in a variety of types, shapes, sizes, and intensities. Large areas of any single type of housing are discouraged. In limited instances, an area may develop at a lower gross density due to site constraints and/or natural features such as floodplains or steep slopes. Complementary uses such as parks, home-based occupations, fire stations, churches, schools, and some neighborhood-serving commerce provide activity centers for community gathering and services. The Urban Neighborhood designation indicates that development is expected to occur within municipal boundaries. This may require annexation prior to development. Applying a zoning district to specific parcels sets the required and allowed density. Higher density residential areas are encouraged to be, but are not required or restricted to, proximity to commercial mixed use areas to facilitate the provision of services and employment opportunities without requiring the use of a car. 517 Staff Report for 21076 Buffalo Run Annexation & Zone Map Amendment Page 72 of 79 Table 4 from the Bozeman Community Plan 2020 518 Staff Report for 21076 Buffalo Run Annexation & Zone Map Amendment Page 73 of 79 Proposed Zoning Designation: The applicant has requested zoning of “R-4” (Residential high density district) in association with the annexation of the property. The intent of the R-4 District is described in 38.300.100: E. Residential high density district (R-4). The intent of the R-4 residential high density district is to provide for high-density residential development through a variety of housing types within the city with associated service functions. This purpose is accomplished by: 1. Providing for minimum lot sizes in developed areas consistent with the established development patterns while providing greater flexibility for clustering lots and mixing housing types in newly developed areas. 2. Providing for a variety of compatible housing types, including single and multi- household dwellings to serve the varying needs of the community's residents. 3. Allowing office use as a secondary use, measured by percentage of total building area. Use of this zone is appropriate for areas adjacent to mixed-use districts, commercial districts, and/or served by transit to accommodate a higher density of residents in close proximity to jobs and services. Authorized uses for residential zoning districts are in 38.310.030, BMC. Similarities between R-3 and R-4 are highlighted in green and differences in yellow. Sec. 38.310.030. Authorized uses—Residential zoning districts. Table 38.310.030.A Permitted general and group residential uses in residential zoning districts Table clarifications: 1. Uses: P = Principal uses; C = Conditional uses; S = Special uses; A = Accessory uses; — = Uses which are not permitted. 2. If a * appears after the use, then the use is defined in article 7. 3. Where a code section is referenced after the use, then the use is subject to the additional standards specific to the subject use in that code section. 4. If a number appears in the box, then the use may be allowed subject to development condition(s) described in the footnotes immediately following the table. Uses Zoning Districts R-S R-1 R-2 R-3 R-4 R-5 R- O1 RMH General residential 519 Staff Report for 21076 Buffalo Run Annexation & Zone Map Amendment Page 74 of 79 Accessory dwelling units* - attached (38.360.040) P P P P P P P — Accessory dwelling units* - detached (38.360.040) P P P P P P P — Apartments/apartment building* — — — — P P P — Apartment building, limited4 — — — P P P P — Cottage housing (38.360.120)* P P P P P P P P Manufactured homes on permanent foundations(38.360.170)* P P P P P P P P Manufactured home communities* — — — — — — — P Single-household dwelling (38.360.220) P P P P P P P P Two-household dwelling (38.360.220) — — P P P P P — Three household dwelling or four- household dwelling (38.360.220) — — — P P P P — Townhouses* & rowhouses* (two attached units)(38.360.250) P2 P2 P P P P P P3 Townhouses* & rowhouses* (five attached units or less) (38.360.250) — — — P3 P P P — Townhouses* & rowhouses* (more than — — — — P P P — 520 Staff Report for 21076 Buffalo Run Annexation & Zone Map Amendment Page 75 of 79 five attached units) (38.360.250) Group residential Community residential facilities* with eight or fewer residents P P P P P P P P Community residential facilities* serving nine or more residents — — — S P P P — Cooperative household* S S S P P P P S Family day care home* P P P P P P P P Group day care home* P P P P P P P P Group living (38.360.135)* P P P P P P P P Lodging houses* — — — S P P P — Transitional and emergency housing (38.360.140)* and related services S S S S S S S S Notes: 1. The primary use of a lot, as measured by building area, permitted in the R-O district is determined by the underlying growth policy land use designation. Where the district lies over a residential growth policy designation the primary use shall be non-office uses; where the district lies over a non- residential designation the primary use shall be office and other non-residential uses. Primary use shall be measured by percentage of building floor area. 2. In the R-S, R-1, and RMH district townhomes are only allowed when utilized to satisfy the requirements of division 38.380, Affordable Housing. May only be utilized in developments subject to division 38.380 of this article. 3. In the R-3 district, townhouse groups must not exceed 120 feet in total width. 4. Supplemental use criteria for apartment building, limited are in 38.360.070. Table 38.310.030.B Permitted accessory and non-residential uses in residential zoning districts Table clarifications: 1. Uses: P = Principal uses; C = Conditional uses; S = Special uses; A = Accessory uses; — = Uses which are not permitted. 2. If a * appears after the use, then the use is defined in article 7. 521 Staff Report for 21076 Buffalo Run Annexation & Zone Map Amendment Page 76 of 79 3. Where a code section is referenced after the use, then the use is subject to the additional standards specific to the subject use in that code section. 4. If a number appears in the box, then the use may be allowed subject to development condition(s) described in the footnotes immediately following the table. Uses Zoning Districts R-S R-1 R-2 R-3 R-4 R-5 R-O1 RMH Accessory uses Essential services Type I* A A A A A A A A Guest house* A A A A A A A — Home-based businesses (38.360.150)* A/S A/S A/S A/S A/S A/S A/S A/S Other buildings and structures typically accessory to authorized uses A A A A A A A A Private or jointly owned recreational facilities A A A A A A A A Signs*, subject to article 5 of this chapter A A A A A A A A Temporary buildings and yards incidental to construction work A A A A A A A A Temporary sales and office buildings A A A A A A A A Non-residential uses 522 Staff Report for 21076 Buffalo Run Annexation & Zone Map Amendment Page 77 of 79 Agricultural uses* on 2.5 acres or more (38.360.270) P — — — — — — — Agricultural uses* on less than 2.5 acres (38.360.270) C — — — — — — — Bed and breakfast* C C C C P P P — Commercial stable (38.360.230) C — — — — — — — Community centers* C C C C C C P C Day care centers* S S S P P P P S Essential services Type II* P P P P P P P P Essential services Type III*2 C C C C C C C C Short Term Rental (Type 1)* P P P P P P P — Short Term Rental (Type 2)* — — P P P P P — Short Term Rental (Type 3)* — — — — — — — — General service establishment* — — — — — — P5 — Golf courses C C — — — — — — Offices* — — — — S3 S3 P — Public and private parks P P P P P P P P 523 Staff Report for 21076 Buffalo Run Annexation & Zone Map Amendment Page 78 of 79 Medical offices, clinics, and centers* — — — — C C3 P — Recreational vehicle parks (38.360.210)* C — — — — — — P Restaurant* — — — — — P4 P5, 6 — Retail* — — — — — P4 P5, 6 — Uses approved as part of a PUD per division 38.380 of this article C C C C C C C C Veterinary uses S — — — — — — — Notes: 1. The primary use of a lot, as measured by building area, permitted in the R-O district is determined by the underlying growth policy land use designation. Where the district lies over a residential growth policy designation the primary use shall be non-office uses; where the district lies over a non- residential designation the primary use shall be office and other non-residential uses. Primary use shall be measured by percentage of building floor area. 2. Only allowed when service may not be provided from an alternative site or a less intensive installation or set of installations. 3. Only when in conjunction with dwellings. 4. Subject uses are limited to 2,500 square feet of gross floor area and only allowed on street corner sites within a mixed-use building featuring residential units next to and/or above subject uses. 5. Subject uses are limited to 1,500 square feet of gross floor area per individual tenant. 6. These uses may not include drive-through facilities. Form and intensity standards for residential zoning districts are in 38.320.030, BMC. Development standards and processes are primarily located in Chapter 38 of the municipal code. Not all standards and process apply to all development proposals. APPENDIX C - OWNER INFORMATION AND REVIEWING STAFF Owner: /Applicant: Buffalo Run Bozeman LLC, 5400 Fowler Lane, Bozeman MT 59718 Representative: Derek Williams, 5400 Fowler Lane, Bozeman MT 59718 Report By: Chris Saunders, Community Development Manager 524 Staff Report for 21076 Buffalo Run Annexation & Zone Map Amendment Page 79 of 79 FISCAL EFFECTS No unusual fiscal effects have been identified. No presently budgeted funds will be changed by this Annexation or Zone Map Amendment. Future development will incur costs and generate revenue according to standard City practices. ATTACHMENTS The full application and file of record can be viewed at the Community Development Department at 20 E. Olive Street, Bozeman, MT 59715. Application materials are at https://weblink.bozeman.net/WebLink/Browse.aspx?startid=233895 Public comments are at https://weblink.bozeman.net/WebLink/Browse.aspx?id=233876&dbid=0&repo=BOZEMAN Resolution 5284 annexing the property Buffalo Run annexation agreement and map Easement for Fowler Lane Ordinance 2069 establishing the R-4 zoning Buffalo Run zoning map 525 526 527 528 529 530 531 532 533 N89°51'57"E 1331.45' S89°52'06"W 1330.04'S0°01'33"W 665.57'S89°52'06"W 30.00' N89°51'57"E 30.00'N0°05'46"W 665.51'S0°05'46"E 665.51'BRAWNE R D I A N E L . R E V TRUST D A T E D 0 7 / 2 3 / 1 4 C.O.S. 207 4 MEADOW C R E E K PARTNER S L L C MEADOW C R E E K SUBDIVIS I O N P H A S E 1 NEESE U R S U L A N12 S12 SW14 SW14 SECTION 2 3 T 2 S R 5 E KOUNTZ D A Y L E H . MARITAL T R U S T S12 SE14 SECTIO N 2 2 T2S R5E BRAWNE R D I A N E L . R E V TRUST DA T E D 0 7 / 2 3 / 1 4 C.O.S 186 1 N12 SW14 SW14 SECTION 23 T2S R5E GALLTIN COUNTY, MT 20.33 ACRES CHRISTE N S E N J O N C & ELIZAB E T H R S12 S12 SW14 SW14 SECTION 2 3 T 2 S R 5 E KOUNTZ D A Y L E H TRACT 1 SE14 SE14 SECTION 2 2 T 2 S R 5 E KOUNTZ D A Y L E H . MARITAL T R U S T N12 SE14 SECTIO N 2 2 T2S R5E KURK DRIVE (30' - ROW)SOUTH 30TH AVE. (60' - ROW)SOUTH 31TH AVE. (40' - ROW)FOWLER LANE (60' - ROW)DYH E8S E8S E8S E8S E8S E8S E8S E8S E8S E8S E8S E8S E8S E8S E8S E8S E8S E8S E8S E8S E8S E8S E8S E8S E8S E8S E8S E8S E8S E8S E8S E8S E8S E8S E8S E8S E8S E8S E8S E8S E8S E8S E8S E8S E8S E8S E8S E8S E8S E8S E8S E8S E8S E8S E8S E8S E8S E8S E8S E8S E8S E8SE8SE8SE8SE8SE8SE8SE8SE8SE8SE8SE8SE8SE8SE8SE8SE8SE8SE8SE8SE8SMEAH LANE (60' - ROW) BLACKWOOD RD (45' - ROW) 150 N ½ SW ¼ SW ¼ of Section 23, Township 2 South, Range 5 East, Principal Meridian, Gallatin County, Montana ANNEXATION AREA SUMMARY TOTAL ANNEXATION AREA:20.79 acres (905,625.40) Sq. Ft. R-3 ZONI N G 2021 BUFFALO RUN - 5400 FOWLER LANE ZONE MAP AMENDMENT PROPOSED ZONING: R-4 ZONING:20.79 acres (905,625.40) Sq. Ft.PROPOSEDZONING: R-4©COPYRIGHT MORRISON-MAIERLE, INC.,2021 PLOTTED DATE: Feb/24/2021 PLOTTED BY: matt e. ekstrom DRAWING NAME: N:\6475\002 - Topo and Boundary Survey\ACAD\Exhibits\6475002 ZONE MAP 022421.dwg 1/4 SEC.SECTION TOWNSHIP RANGE PROJ. #:SHEET OF PRINCIPAL MERIDIAN, MONTANA COUNTY, MONTANADATE: SCALE: CLIENT: FIELD WORK: DRAWN BY: CHECKED BY: engineers surveyors planners scientists MorrisonMaierle 315 N. 25th Street, Suite 102 Billings, MT 59101 Phone: 406.656.6000 Fax: 406.237.1201 11 GALLATIN 6475.002 1"=150 02/2021 MEE JW 5E 2S 23SW LEGAL DESCRIPTION POINT OF BEGINNING R-3 ZON I N G EXISTING 60 FOOT RIGHT OF WAY EASEMENT PER COUNTY ROAD BY PETITION NO. 17 EXISTING 60 FOOT RIGHT OF WAY EASEMENT PER PLAT J-453PROPOSEDZONING: R-4A description of land being the N ½ SW ¼ SW ¼ of Section 23, Township 2 South, Range 5 East, Principal Meridian, Gallatin County, Montana, more particularly described as follows: Beginning at the Southwest 1/16th corner of Section 23, Township 2 South, Range 5 East, Principal Meridian, also being the Northwest Corner of Meadow Creek Subdivision Phase 1, Plat J-453, the Point of Beginning; thence S0°01'33”W along the western boundary of Meadow Creek Subdivision Phase 1, Plat J-453, a distance of 665.57'to a found aluminum cap monument, being the Northeast corner of Deed 146 Film 3341; thence S89°52'06”W along the north line of Deed 146 Film 3341 through a 30 foot witness corner, aluminum cap monument a distance of 1330.04' to the West section line of Section 23, Township 2 South, Range 5 East, Principal Meridian, being the Northwest Corner of Deed 146 Film 3341; thence S89°52'06”W a distance of 30.00' to the West Right-of-Way line of the Fowler Lane County Road Easement; thence N0°05'46”W along said County Road Easement Right-of-Way a distance of 665.51'; thence N89°51'57”E a distance of 30.00' to the S 1/16th corner of Section 23 Township 2 South, Range 5 East, Principal Meridian, being the Southwest corner of COS 2074, DOC # 375838; thence N89°51'57”E along the south line of COS 2074, DOC # 375838, through a 30 foot witness corner, aluminum cap monument a distance of 1331.45' to the Point of Beginning. The area of the above described parcel of land is 20.79 acres, more or less. GALLAT I N C O U N T Y / BOZEMA N A R E A : A S GALLAT I N C O U N T Y / BOZEMA N A R E A : A S GALLAT I N C O U N T Y / BOZEMA N A R E A : A S GALLAT I N C O U N T Y / BOZEMA N A R E A : A S GALLATI N C O U N T Y / BOZEMA N A R E A : A S GALLAT I N C O U N T Y / BOZEMA N A R E A : A S GALLAT I N C O U N T Y / BOZEMA N A R E A : A S BOZEMA N COMMU N I T Y P L A N URBAN NEIGHB O R H O O D BOZEMA N COMMU N I T Y P L A N URBAN NEIGHBO R H O O D BOZEMA N COMMU N I T Y P L A N URBAN NEIGHBO R H O O D BOZEMA N COMMUN I T Y P L A N URBAN NEIGHBO R H O O D BOZEMA N COMMU N I T Y P L A N URBAN NEIGHB O R H O O D BOZEMA N COMMU N I T Y P L A N URBAN NEIGHBO R H O O D BOZEMA N COMMU N I T Y P L A N URBAN NEIGHBO R H O O D BOZEMA N COMMU N I T Y P L A N URBAN NEIGHB O R H O O D 534 BUFFALO RUN ANNEXATIONBozeman, Montana February 2021 535 BUFFALO RUN ANNEXATION Bozeman, MT SHEET INDEX SUBMITTAL DOCUMENTS - COVER SHEET PAGE 1-3: A1 FORM PAGE 4-6: ANNX FORM PAGE 7-11: ANNX FORM: GOALS AND POLICIES ________________________________________ PAGE 12: PROJECT TEAM PAGE 13-14: PROJECT OVERVIEW PAGE 15: CONTEXT PLAN AND EXISTING CONDITIONS PAGE 16: URBAN FRAMEWORK PLAN PAGE 17: CONNECTIVITY PLAN PAGE 18: PARK AND OPEN SPACE PLAN PAGE 19-23: NARRATIVE CONTINUED BUFFALO RUN EXHIBITS - COVER SHEET PAGE 24: CONTEXT PLAN PAGE 25: URBAN FRAMEWORK PLAN PAGE 26: CONNECTIVITY PLAN PAGE 27: PARK AND OPEN SPACE PLAN PAGE 28: EXISTING LAND USE MAP PAGE 29: EXISTING ZONING MAP PAGE 30: POTENTIAL FUTURE LAND USE MAP PAGE 31: POTENTIAL FUTURE ZONING MAP SUPPLEMENTAL INFORMATION - COVER SHEET PAGE 32-43: PLATTING CERTIFICATE PAGE 44-47: ARTICLE OF ORGANIZATION PAGE 48: CERTIFICATE OF FACT OF GOOD STANDING PAGE 49-62: DEED PAGE 63-64: NOTARY DOCUMENTS PAGE 65: NOTICING CHECKLIST - N1 FORM PAGE 66-67: CVA (COVID FORM) PAGE 68-69: ADJACENT PROPERTY OWNERS 536 BUFFALO RUN ANNEXATION Bozeman, MT SHEET INDEX- SUBMITTAL DOCUMENTS________________________________ PAGE 1-3: A1 FORMPAGE 4-6: ANNX FORMPAGE 7-11: ANNX FORM GOALS AND POLICIES 537 PAGE 1 538 PAGE 2 539 PAGE 3 540 PAGE 4 541 PAGE 5 542 PAGE 6 543 BUFFALO RUN ANNEXATION Bozeman, MT PAGE 7 The vision and directives for Buffalo Run were developed and influenced by the Bozeman, MT 2020 Community Plan, including several factors related to the environment, community and the social considerations within the region. Outlined below are the integrated planning principles that have been incorporated into the program and conceptual master plan. These principles are to serve as a guide for all levels and elements of design, phasing and implementation. The integrated planning principles are as follows. SECTION ONE: GOALS 1. The City of Bozeman encourages annexations of land contiguous to the City. The Buffalo Run Parcel is located contiguous to the City. The Meadow Creek subdivision located to the east of the parcel and has been annexed to the City of Bozeman. 2. The City encourages all areas that are totally surrounded by the City to annex. The Buffalo Run parcels is not surrounded by the City, it is located within the future land use area map and is adjacent to the existing City boundary. 3. The City encourages all properties currently contracting with the City for City services such as water, sanitary sewer, and/or fire protection to annex. The Buffalo Run parcel currently utilizes well and septic with the intent to contract with the City for water, sanitary sewer and fire protection services upon annexation. 4. The City of Bozeman requires annexation of all land proposed for development lying within the existing and planned service area of the municipal water and sewer systems as depicted in their respective facility plans, any land proposed for development that proposes to utilize municipal water or sewer systems. City water and sewer is located north and east of the parcel within the existing Meadow Creek subdivision. The intent is to extend the existing utilities as required to serve the Buffalo Run project. A comprehensive storm water system will also be implemented. The Buffalo Run infrastructure improvements will also include installing a sanitary sewer mainline in Fowler Lane that will extend north to Stucky Road. 5. The City encourages annexations within the urban area identified on the future land use map in the current Bozeman Growth Policy. The future land use map in the Bozeman Community Plan, designates the subject property as Urban Neighborhood. Under the growth policy’s description of the Urban Neighborhood land use category it states “This category primarily includes urban density homes in a variety of types, shapes, sizes and intensities. Large areas of any single type of housing are discouraged. Complementary uses such as parks, home-based occupations, fire stations, churches, schools, and some neighborhood-serving commerce provide activity centers for community gathering and services. The Urban Neighborhood designation indicates that development is expected to occur within municipal boundaries. This may require annexation prior to development. Applying a zoning district to specific parcels sets the required and allowed density. Higher density residential areas are encouraged to be, but are not required or restricted to, proximity to commercial mixed use areas to facilitate the provision of services and employment opportunities without requiring the use of a car.” Buffalo Run is located adjacent to Fowler Lane which is proposed as a minor arterial. The Fowler Lane and Blackwood Rd intersection is located just south of the Buffalo Run parcel. It is anticipated that this intersection will be developed in the future to include residential/commercial centers and higher density residential. Enclosed is an exhibit (see Potential Land Use Pattern) illustrating a potential land use and zoning pattern for the Fowler Lane, Blackwood Rd and Stucky Rd. The proposed R-4 would be consistent with this growth pattern. 6. The City of Bozeman encourages annexations to make the City boundaries more regular rather than creating irregular extensions which leave unannexed gaps between annexed areas or islands of annexed or unannexed land. The annexation will result into in a regular shaped boundary that is contiguous to the existing City boundary. 544 BUFFALO RUN ANNEXATION Bozeman, MT PAGE 8 7. The City of Bozeman encourages annexations which will enhance the existing traffic circulation system or provide for circulation systems that do not exist at the present time. As outlined above and illustrated on the enclosed connectivity exhibit (see Connectivity Plan), the intent is to extend the arterial and collector street grid network. This grid pattern will provide for additional connections including the extension of Kurk Drive to Fowler Lane. Improvements will also include extending Fowler Lane to Stucky Rd. and completing the South 27th Avenue segment that is located within the existing easement. Buffalo Run will utilize Kurk Drive and Fowler Lane for access. These streets are interconnected with the grid network that has been established southwest quadrant of the City. This network will provide alternative routes and further disperse traffic. As the north and south parcels are developed, provisions have been incorporated in the plan to provide additional connections and access alternatives. As illustrated on the urban framework plan, Kurk Drive is proposed to extend to Fowler Lane. This interconnected network of streets and walkable block configuration will reinforce a multi-modal transportation program that will include bicycle, pedestrian, vehicle, and transit mobility alternatives. The City prefers annexation of parcels of land larger than five (5) acres in size but will allow annexation of smaller parcels if factors such as topographic limitations, sanitary disposal needs, fire access, maintenance of public facilities, etc., justify a smaller annexation. The Buffalo Run parcel is approximately 20.3 acres. 8. The City seeks to obtain water rights adequate for future development of the property with annexation. Buffalo Run is willing to transfer usable water rights. 9.The City of Bozeman encourages annexations for City provision of clean treated water and sanitary sewer. Buffalo Run is proposed to be connected to the City water and sewer system. SECTION TWO: POLICIES 1. Annexations must include dedication of all easements for rights-of-way for collector and arterial streets, adjacent local streets, public water, sanitary sewer, or storm or sewer mains, and Class I public trails not within the right of way for arterial or collector streets. Annexations must also include waivers of right to protest the creation of special or improvement districts necessary to provide the essential services for future development of the City. The applicant agrees to dedicate the Fowler Lane right-of-way required to accommodate a 3-lane collector section. This right-of-way and 10’ public utility easement will be dedicated at the time of Annexation approval. The applicant waives the right to protest the creation of special or improvement districts necessary to provide the essential services for future development of the City. The applicant requests the City to prepare the Annexation Agreement for concurrent review with this submittal, in lieu of subsequent City Commission review. The applicant will work with the City Staff to ensure appropriate easement, right-of-way, and necessary rights of protest are secured in the Annexation Agreement prior to the City Commission hearing. 2. Issues pertaining to master planning and zoning must be addressed prior to or in conjunction with the application for annexation. Bozeman’s Unified Development Code, 38.700.404, defines compatible development as “The use of land and the construction and use of structures which is in harmony with adjoining development, existing neighborhoods, and the goals and objectives of the city’s adopted growth policy. Elements of compatible development include, but are not limited to, variety of architectural design; rhythm of architectural elements; scale; intensity; materials; building siting; lot and building size; hours of operation; and integration with existing community systems including water and sewer services, natural elements in the area, motorized and non-motorized transportation and open spaces and parks. Compatible development does not require uniformity or monotony of architectural or site design, density or use.” 545 BUFFALO RUN ANNEXATION Bozeman, MT PAGE 9 Compatible land use is as “A land use which may by virtue of the characteristics of its discernible outward effects exist in harmony with an adjoining land use of differing character. Effects often measured to determine compatibility include, but are not limited to noise, odor, light and the presence of physical hazards such as combustible or explosive materials.” The growth policy supports providing a variety of housing options near services, employments opportunities, and transportation options. The proposed R-4 amendment will enable higher residential densities in an area that is located within proximity of the Montana State University and the business campus located to the northeast. As noted, the current housing type within this quadrant is primarily single family detached. Providing alternative housing in the area will enhance the housing options for what currently is a multidimensional population. Expanding the Meadow Creek park and providing additional open space, trail connection and recreational opportunities further reinforces the livability and sense of community. Creating additional gathering areas also provides and fosters community compatibility. As noted above, the future growth pattern that is envisioned to occur along the Fowler Lane corridor and at the intersection of Blackwood Rd will further enhance compatibility. It is anticipated that additional zone classifications such as R-O, R-4 and R-5 will be located along the Fowler Lane corridor. 3. The application for annexation must be in conformance with the current Bozeman Growth Policy. If a Growth Policy Amendment is necessary to accommodate anticipated uses, the amendment process must be initiated by the property owner and completed prior to any action for approval of the application for annexation. The future land use map in the Bozeman Community Plan, designates the subject property as Urban Neighborhood. Under the growth policy’s description of the Urban Neighborhood land use category it states “This category primarily includes urban density homes in a variety of types, shapes, sizes and intensities. Large areas of any single type of housing are discouraged. In limited instances, an area may develop at a lower gross density due to site constraints and/or natual features such as floodplains or steep slopes. Complementary uses such as parks, home-based occupations, fire stations, churches, schools, and some neighborhood-serving commerce provide activity centers for community gathering and services. The Urban Neighborhood designation indicates that development is expected to occur within municipal boundaries. This may require annexation prior to development. Applying a zoning district to specific parcels sets the required and allowed density. Higher density residential areas are encouraged to be, but are not required or restricted to, proximity to commercial mixed use areas to facilitate the provision of services and employment opportunities without requiring the use of a car.” The Fowler Lane and Blackwood Rd intersection is located just south of the Buffalo Run parcel. It is anticipated that this intersection will be developed in the future to include residential/commercial centers and higher density residential. Enclosed is an exhibit (see Potential Land Use Pattern) illustrating a potential land use and zoning pattern for the Fowler Lane, Blackwood Rd and Stucky Rd. The proposed R-4 would be consistent with this growth pattern. A Growth Policy Amendment is not required with this application. 4. Initial zoning classification of the property to be annexed will be determined by the City Commission, in compliance with the Bozeman Growth Policy and upon a recommendation of the City Zoning Commission, simultaneously with review of the annexation petition. The proposed R-4 zone map amendment will encourage the most appropriate use of land as the growth policy designates the property as “Urban Neighborhood,” which the proposed R-4 designation will implement. The City is in need of additional housing to accommodate current and projected demand including housing required for the Oracle Campus. To meet this demand a variety of housing options near services, employment centers, and transportation options are needed. This zone map amendment will help address this need by allowing for higher residential densities. 546 BUFFALO RUN ANNEXATION Bozeman, MT PAGE 10 5. The applicant must indicate their preferred zoning classification as part of the annexation petition. The proposed R-4 zone amendment is requested. 6. Fees for annexation processing will be established by the City Commission. The applicant will pay the required processing fees. 7. It is the policy of the City that annexations will not be approved where unpaved county roads will be the most commonly used route to gain access to the property unless the landowner proposes a method to provide for construction of the road to the City’s street standards. As outlined above and illustrated on the enclosed connectivity exhibit (see Connectivity Plan), the intent is to extend the arterial and collector street grid network. This grid pattern will provide for additional connections including the extension of Kurk Drive to Fowler Lane. Improvements will also include extending Fowler Lane to Stucky Rd. and completing the South 27th Avenue segment that is located within the existing easement. Buffalo Run will utilize Kurk Drive and Fowler Lane for access. These streets are interconnected with the grid network that has been established southwest quadrant of the City. This network will provide alternative routes and further disperse traffic. As the north and south parcels are developed, provisions have been incorporated in the plan to provide additional connections and access alternatives. As illustrated on the urban framework plan, Kurk Drive is proposed to extend to Fowler Lane. This interconnected network of streets and walkable block configuration will reinforce a multi-modal transportation program that will include bicycle, pedestrian, vehicle, and transit mobility alternatives. 8. Prior to annexation of property, the City will require the property owner to acquire adequate and usable water rights, or an appropriate fee in lieu thereof, in accordance with Section 38.410.130 of the municipal code, as amended. Buffalo Run will transfer usable water rights or pay the appropriate fees. 9. Infrastructure and emergency services for an area proposed for annexation will be reviewed for the health, safety and welfare of the public and conformance with the City’s adopted facility plans. If the City determines adequate services cannot be provided to ensure public health, safety and welfare, the City may require the property owner to provide a written plan for accommodation of these services, or the City may reject the petition for annexation. Additionally, the parcel to be annexed may only be provided sanitary sewer service via the applicable drainage basin defined in the City Wastewater Collection Facilities Plan. It is the intent for Buffalo Run to be served by City emergency services, including police and fire. Existing water and sanitary sewer lines are located directly east of the Buffalo Run parcel. 10. The City may require annexation of any contiguous property for which city services are requested or for which city services are currently being provided. In addition, any person, firm, or corporation receiving water or sewer service outside of the City limits is required as a condition of initiating or continuing such service, to consent to annexation of the property serviced by the City. The City Manager may enter into an agreement with a property owner for connection to the City’s sanitary sewer or water system in an emergency conditioned upon the submittal by the property owner of a petition for annexation and filing of a notice of consent to annexation with the Gallatin County Clerk and Recorder’s Office. The contract for connection to city sewer and/or water must require the property owner to annex or consent to disconnection of the services. Connection for purposes of obtaining City sewer services in an emergency requires, when feasible as determined by the City, the connection to City water services. City water and sewer is located north and east of the parcel. The intent is to extend the existing utilities as required to serve the Buffalo Run project. The Buffalo Run infrastructure improvements will also include installing a sanitary sewer mainline in Fowler Lane that will extend north to Stucky Road. 547 BUFFALO RUN ANNEXATION Bozeman, MT PAGE 11 11. The annexation application shall be accompanied by mapping to meet the requirements of the Director of Public Works. Where an area to be annexed can be entirely described by reference to a certificate of survey or subdivision plat on file with the Gallatin County Clerk and Recorder. Annexation and zone map maps are enclosed with this application. 12. The mapping may be waived by the Director of Public Works. An annexation and zone map are enclosed with this application. 13. The City will assess system development/impact fees in accordance with Montana law and Chapter 2, Article 6, Division 9, Bozeman Municipal Code. The applicant shall pay applicable and required development fees. 14. Public notice requirements: Notice for annexation of property must be coordinated with the required notice for the zone map amendment required with all annexation. The zone map amendment notice must contain the materials required by 38.220.410, BMC. Zone Map Amendment Noticing has been provided as required by 38.220, 140 is enclosed with this application. 15. Annexation agreements must be executed and returned to the City within 60 days of distribution of the annexation agreement by the City, unless another time is specifically identified by the City Commission. An annexation agreement will be prepared and executed as outlined above. 16. When possible, the use of Part 46 annexations is preferred. The Part 46 annexation has been noted. 17. Where a road improvement district has been created, the annexation does not repeal the creation of the district. The City will not assume operations of the district until the entirety of the district has been annexed. Any funds held in trust for the district will be used to benefit the district after transfer to the City. Inclusion within a district does not lessen the obligation to participate in general city programs that address the same subject. The Buffalo Run parcel is not currently located within a road improvements district. 18. The City will notify the Gallatin County Planning Department and Fire District providing service to the area of applications for annexation. It is acknowledged that the Gallatin County Planning Department and Fire District will be referred to for providing the respective services. 19. The City will require connection to and use of all City services upon development of annexed properties. The City may establish a fixed time frame for connection to municipal utilities. Upon development, unless otherwise approved by the City, septic systems must be properly abandoned and the development connected to the City sanitary sewer system. Upon development, unless otherwise approved by the City, water wells on the subject property may be used for irrigation, but any potable uses must be supplied from the City water distribution system and any wells disconnected from structures. The property owner must contact the City Water and Sewer Superintendent to verify disconnects of wells and septic systems. It is the intent to connect the Buffalo Run parcel to City water and sewer services. The existing septic system will be abandoned upon sewer being extended and activated. Coordination with the City Water and Sewer Superintendent to verify disconnects of wells and septic systems will be completed. 548 BUFFALO RUN ANNEXATION Bozeman, MT Land Planning  Landscape Architecture  Real Estate Feasibility  Development Consulting V: 303.893.4288 F: 303.893-6792  475 West 12th Avenue, Suite E, Denver, Colorado 80204  www.vogelassoc.com Buffalo Run Project Team The following is an outline of the Buffalo Run project team. Owner/Developer: Buffalo Run Bozeman, LLC 5400 Fowler Lane Bozeman, MT. 59718 Contact: Derek Williams Phone: (303) 887-4045 Email: derek@bridgerdevelop.com Planner and Landscape Architect: Vogel & Associates, LLC 475 W. 12th Avenue, Suite E Denver, CO. 80204 Contact: Jeffrey Vogel, AICP Phone: (303) 893-4288 Email: jvogel@vogelassoc.com Architect: Intrinsik Architecture, Inc. 111 North Tracy Avenue Bozeman, MT. 59715 Contact: Robert Pertzborn, AIA Phone: (406) 582-8988 Email: rpertzborn@intrinsikarchitecture.com Ivins Design, LLC 7373 E. Ellsworth, Ave Denver, CO. 80209 Contact: Bruce Ivins, AIA Phone: (303) 829-0308 Email: ivinsdesign@comcast.net Civil Engineer and Survey: Morrison-Maierle 2880 Technology Blvd. W Bozeman, MT. 58718 Contact: Matt Ekstrom, PE Phone: (406) 922-6784 Email: mekstrom@m-m.net Legal: Swimley Law 1807 W. Dickerson, Unit B Bozeman, MT. 58718 Contact: Susan B. Swimley Phone: (406) 586-5544 Email: swimley@swimleylaw.com PAGE 12 549 BUFFALO RUN ANNEXATION Bozeman, MT PAGE 13 Project Overview Project Vision Buffalo Run is envisioned to be a residential community that will provide enduring value to the City of Bozeman and the region. A cohesive residential community and urban framework plan that is grounded in a constant set of integrated planning principles. The vision and directives for Buffalo Run were developed and influenced by the Bozeman, MT 2020 Community Plan, including several factors related to the environment, community and the social considerations within the region. Outlined below are the integrated planning principles that have been incorporated into the program and conceptual master plan. These principles are to serve as a guide for all levels and elements of design, phasing and implementation. The integrated planning principles are as follows. Principle One: Enhance community networks and open space. Principle Two: Identify and sustain green infrastructure. Principle Three: Protect environmental systems. Principle Four: Establish a diversity of housing types. Principle Five: Enhance Community connectivity. The above principles are consistent with City of Bozeman Community Plan principles including establishing cohesive neighborhoods that creates a sense of place. Other principles include preserving natural amenities and incorporating appropriate urban densities that are consistent with the directives above and the enclosed urban framework plan. Buffalo Run is also envisioned and planned to advance the vision statements and goals within the Seven Themes outlined in the Bozeman Community Plan 2020. This includes incorporating a diversity of housing to the area as required to support an “Innovative Economy” and “balanced” community. A. Theme 3 - A City bolstered by Downtown and complementary districts Goal DCD-3: “Ensure multimodal connectivity within the City.” Theme 5 - A City that prioritizes accessibility and mobility choices Goal M-1, M-2: “Ensure multimodal accessibility. Ensure multimodal safety.” Buffalo Run is planned as a neighborhood that is configured within a development pattern that includes interconnected pedestrian-oriented streets, walkable blocks and a central open space system. Consistent with the City master plan objectives, this interconnected network of streets and walkable block configuration will reinforce a multi-modal transportation program that will include bicycle, pedestrian, vehicle, and transit mobility alternatives. A hierarchy of parks are programed to serve as human-scaled gathering areas. B. Theme 2 - A City of Unique Neighborhoods Goal N-1.5: “Encourage neighborhood focal point development with functions, activities, and facilities that can be sustained over time. Maintain standards for placement of community focal points and services with new development.” Buffalo Run is configured to include a variety of focal points that will foster community gathering and social interaction. This includes the enlarged Meadow Creek Park and proposed community amenities. The central pedestrian street corridor creates a visual and physical connection to the community center, ponds and park. This central amenity area serves as the focal point of the project. Other architectural elements and landmarks may be incorporated into the respective spaces. 550 BUFFALO RUN ANNEXATION Bozeman, MT PAGE 14 C. Theme 4 - A City influenced by our natural environment , parks and open lands Goal EPO-1: “Prioritize strategic acquisition of parks to provide a variety of recreational opportunities throughout the city.” Buffalo Run is planned to include a hierarchy of open space areas that accommodate a variety of active and passive recreation uses. These spaces also serve as community focal points and gathering areas. This program will include providing for an enlarged Meadow Creek Park that will serve as a primary amenity for the existing Meadow Creek and proposed Buffalo Run neighborhood. The existing single-family home located within the east quadrant of the property will be re-purposed into a community clubhouse. The grounds surrounding the clubhouse may include a meandering trail around the enhanced ponds and gardens to support culinary programming and events. This facility will include a multi-purpose room, fitness center, pool and other amenities. D. Theme 2 A City of unique neighborhoods Goal N-1.1: “Promote housing diversity, including missing middle housing.” Buffalo Run is proposed to provide alternative housing types to a quadrant of the City that currently has been developed predominantly as single family detached. A diverse housing program within the Buffalo Run community will include a mix of for-sale and for rent product ranging from 1 bedroom to 3 bedrooms. The diversity in unit sizes will allow for young singles or professionals while the larger units offer options for families and retirees. The mix of for-sale and for rent product provides residents a variety of financial options and opportunities for home ownership at reasonable market rates. E. Theme 2 - A City of unique neighborhoods Goal N-1.11: “Enable a gradual and predictable increase in density in developed areas over time.” Rezoning the Buffalo Run parcel to R-4 will allow for a variety of housing to be implemented to accommodate a multi-generational and dimensional population. F. Theme 6 - A City powered by its creative, innovative and entrepreneurial economy Goal EE-1: “Promote the continued development of Bozeman as an innovative and thriving economic center.” Allowing for a diverse housing program/stock accommodates a more diverse and multi-income population. A reliable and diverse housing program is required to support employment generators including educational facilities. G. Theme 3 - A City bolstered by Downtown and complementary districts Goal DCD-1, DCD-2: “Support urban development within the City. Encourage growth throughout the City, while enhancing the pattern of community development oriented on centers of employment and activity. Support an increase in development intensity within developed areas.” Buffalo Run is located within an area that is projected for urban development within the City. It is anticipated that this area will be planned to include a variety of land uses and zone classifications. The projected growth pattern will support a variety of non-residential and residential land uses that will further reinforce the theme of create a city of unique neighborhoods that will include a diversity of housing. Within the immediate context of a large single-family housing stock, the project is projected to have for-sale and for rent housing alternatives. These housing options will assist in addressing the needs of residents and employees of Montana State University and the proposed community commercial mixed use areas that are designated to be built within this quadrant of the city. H. Theme 2 - A City of unique neighborhoods Goal N-3: “Promote a diverse supply of quality housing units.” Buffalo Run and proposed zoning has the ability to provide much needed alternative housing choices. 551 BUFFALO RUN ANNEXATION Bozeman, MT PAGE 15 Context Plan and Existing Conditions Buffalo Run is located on approximately 20.3 acres that is located within unincorporated Gallatin County. Enclosed is a context plan for your reference. This 20.3 acres is located within the urban services boundary, on the southwest edge of the City of Bozeman. It is within proximity of other residential communities including the Meadow Creek and Southbridge neighborhoods that are located to the east. Other non-residential and educational uses within proximity of the Buffalo Run project include Montana State University and the existing business campus located to the northeast. The site is located within an Opportunity Zone which are areas designated for growth and development. The property is defined by Fowler Lane on the west and the Ainsworth Park and Meadow Creek neighborhood on the east. Undeveloped parcels currently utilized for agriculture are located on the north and south side of the Buffalo Run parcel. The Buffalo Run parcel is currently zoned Agricultural Suburban within the County providing for predominantly agricultural land uses. Parcels located on the north, west and south are zoned Agriculture Suburban. This parcel has historically been utilized for agricultural purposes. A single-family detached home and accessory structure is located within the northwest corner of the site. The Meadow Creek subdivision is located within the City of Bozeman and is zoned R3. Existing site characteristics includes gentle topography that includes expansive vistas to the surrounding mountains. Vegetation consists of predominantly grasslands and small clusters of trees that are located adjacent to the existing single-family home. An irrigation ditch transcends west to the central north section of the property. The irrigation ditch connects to a terraced pond system that is located within the northwest quadrant of the site. It has been confirmed that this irrigation system is not a designated water course. Currently access to the site is provided via Fowler Lane that is an unpaved road. Fowler Lane is designated as a future minor arterial. Kurk Drive is a paved street that also provides access at the northeast corner of the site. The project intends to make Fowler Lane and Kurk Drive the primary access to the project. Existing utilities on the site include electric and water via a well that are utilized for the existing home. Existing City water and sewer mains with capacity are located east of the parcel within the Meadow Creek subdivision. 552 BUFFALO RUN ANNEXATION Bozeman, MT PAGE 16 Urban Framework Plan This proposed amendment and urban framework plan promotes public health, safety and the general welfare of the community. A significant component of the plan includes establishing an urban framework plan that reinforces community goals with regards to establishing land uses and housing that will provide for a sustainable and innovative community. Planning objectives also include enhancing regional and community connectivity for pedestrian and transportation vehicles including mass transit. The framework also provides for additional parks and open space including enlarging the existing Meadow Creek park. CONCEPTUAL URBAN FRAMEWORK PLAN 553 BUFFALO RUN ANNEXATION Bozeman, MT PAGE 17 Connectivity The proposed zoning and urban framework plan will provide for fire and other emergency vehicles. This proposed amendment and urban framework work plan provides two points of access as outlined in the narrative below. The enclosed connectivity plan illustrates proposed vehicle, bicycle and pedestrian connections. This includes utilizing open space, parks and pedestrian oriented streets to provide connections within and adjacent to the Buffalo Run project. Streets are configured to reinforce the urban grid that is envisioned for Bozeman and the region. This includes integrating and improving the arterial and collector network system. The street configuration is aligned to extend Kurk Drive to Fowler Lane and the adjacent street network including proposed north/south connections that may be constructed in the future. Fowler Lane will be extended to Stucky Road. Other improvements include completing the South 27th Avenue segment that is located within the existing easement. This street network provides for walkable blocks that will provide alternative pedestrian, bicycle and vehicle routes. The grid will further disperse traffic and provides a safe corridor for pedestrians. As illustrated on the enclosed exhibits, both public and private pedestrian-oriented streets are configured to connect with the open space and park system. The intent is to provide community and regional users alternative routes to access the park and trail amenities. This network will further be enhanced as the adjacent framework is developed in the future. The framework plan and park also proposes extending the Meadow Trail to the west to the future Fowler Lane minor arterial. CONCEPTUAL CONNECTIVITY PLAN 554 BUFFALO RUN ANNEXATION Bozeman, MT PAGE 18 Parks and Open Space The Buffalo Run framework plan incorporates a comprehensive parks and open space system. As illustrated on the parks and open space plan, there is a hierarchy of spaces that have been configured within the plan. This open space program includes active play areas, passive open space and trail corridors. Pedestrian oriented streets and trail corridors connect parks and open space areas. As illustrated on the attached, up to 2.6 acres of the parkland is to be dedicated to the existing public Meadow Creek Park exceeding the required public land dedication. In addition to increasing the size of the public park, additional improvements to the park are also proposed that may include sport courts other recreation amenities. Specific elements are to be located to provide access and use for both the Buffalo Run and Meadow Creek neighborhoods and city residents. Upon further review with the parks department, specific program elements to be included in the park will be finalized. Located on the west side of the Buffalo Run neighborhood is existing seasonal terraced pond system that is being utilized to serve as a passive park area that will include a looped trail system, benches and other site elements. The clubhouse will serve as a community gathering space and may include a multi-purpose room, fitness facility and pool. The 30’ trail corridor provides a pedestrian connection to the adjacent north and south parcels that also includes access to the extended Meadow Trail. CONCEPTUAL PARKS AND OPEN SPACE PLAN 555 BUFFALO RUN ANNEXATION Bozeman, MT PAGE 19 Infrastructure, Utilities and Public Facilities In addition to the transportation network described above, City water and sewer services will be incorporated into the community. This will include extending central water and sewer from the Meadow Creek subdivision. The Buffalo Run infrastructure improvements will also include installing a sanitary sewer mainline in Fowler Lane that will extend north to Stucky Road. Other utilities including natural gas and electric will also be extended to the parcel. Renewable energy alternatives are also being considered and evaluated. Meadow Creek Park and proposed trail corridors will be provided for public use. Public access will also be provided to the community open space area surrounding the clubhouse. Land Use and Zoning The proposed zoning is in accordance with City growth policies. In keeping with the principles and directives outlined above, the Buffalo Run development plan is proposed to include multi-household residential housing that will offer both “for sale” and rental housing choices. Incorporating multi-household residential within this area of the City will create additional housing diversity. Providing housing for different income levels and demographic groups is a critical component in establishing a sustainable and multi-dimensional community. As illustrated on the City of Bozeman General Land Use Plan, the southern quadrant of the City is predominantly comprised of single-household detached units with isolated pockets for multi-household residential. As the southwest quadrant of the City continues to urbanize, the intent is to provide additional locations that can accommodate a diverse housing stock and contribute to the character of the District that is envisioned for this area. This land use pattern will reinforce more compatible urban growth within the southwest quadrant of the City. Given that Fowler Lane is designated as a minor arterial, it is anticipated that this corridor will be urbanized to include residential and mixed land use designations that will be compatible and complimentary with the proposed R-4 zoning and higher density residential. As illustrated on the attached land use exhibit, it is anticipated that future growth along Fowler Lane and other collectors and arterials will include more broad land use classifications with zoning that will support more mixed use and higher density residential. Buffalo Run’s proximity to the University and existing nearby business campus located to the northeast provides an opportunity for workforce and young professionals. A multi-household development program is contemplated to include one-bedroom, two-bedroom and three-bedroom units. Utilizing the framework that has been established with the plan, all residents will have convenient access to community and regional amenities. The intent is to annex the parcel into the City of Bozeman utilizing a zoning classification of R-4. This zoning classification will allow for the multi-household residential that will include a minimum net density of 8 dwelling units per acre. This proposed zoning does not adversely affect other potential zone districts that may be designated for the parcels located to the north and south of the Buffalo Run parcel. The urban framework plan reflects principles, standards and patterns that integrate with the existing neighborhood and future urban growth areas. 556 BUFFALO RUN ANNEXATION Bozeman, MT PAGE 20 Annexation The intent is to annex the 20.3 acres parcel to the City of Bozeman. Enclosed is the application including the checklist that addresses items 1-2. Outlined below are responses to items 3-9. 3. Is the property is currently in agricultural use please identify current crops/conditions Response: The area adjacent to the existing house is comprised of turf. Native grasses are located on the balance of the site. 4. Number of residential units existing on the property? Response: There is one single family structure located on the west side of the property. 5. Number and type of commercial structures on the property? Response: No commercial structures are located on the property. An accessory agriculture building is located on the site. 6. Estimate of existing population on the property? Response: The existing home is currently accommodating two adults. 7. Assessed value of the property? Response: Assessed Value $2,200,000. 8. Existing on-site facilities and utilities (gas, power, telephone, cable, septic systems, wells)? Response: Utilities that including electric, gas, power, telephone, cable, a septic system and a well is provided for the existing house. Zone Map Amendment Approval Criteria As outlined on the enclosed application, the intent is to amend the zone map to include the R-4 zone classification. Outlined below is a summary of the review criteria for this zoning amendment. A. Be in accordance with a growth policy. The future land use map in the Bozeman Community Plan designates the subject property as Urban Neighborhood. Under the growth policy’s description of the Urban Neighborhood land use category it states “This category primarily includes urban density homes in a variety of types, shapes, sizes and intensities. Large areas of any single type of housing are discouraged. In limited instances, an area may develop at a lower gross density due to site constraints and/or natural features such as floodplains or steep slopes. Complementary uses such as parks, home-based occupations, fire stations, churches, schools, and some neighborhood-serving commerce provide activity centers for community gathering and services. The Urban Neighborhood designation indicates that development is expected to occur within municipal boundaries. This may require annexation prior to development. Applying a zoning district to specific parcels sets the required and allowed density. Higher density residential areas are encouraged to be, but are not required or restricted to, proximity to commercial mixed use areas to facilitate the provision of services and employment opportunities without requiring the use of a car.” Buffalo Run is located adjacent to Fowler Lane which is proposed as a minor arterial. The Fowler Lane and Blackwood Rd intersection is located just south of the Buffalo Run parcel. It is anticipated that this intersection will be developed in the future to include residential/commercial centers and higher density residential. Enclosed is an exhibit (see Potential Zoning Pattern Analysis) illustrating a potential land use and zoning pattern for the Fowler Lane, Blackwood Rd and Stucky Rd. The proposed R-4 would be consistent with this growth pattern. B. Security, safety from fire and other dangers. Buffalo Run will be served by City emergency services, including police and fire. The proposed street network will provide multiple routes and access points for emergency vehicles. C. Promote public health, public safety, and general welfare. The Buffalo Run project will require site plan review and compliance with the City’s Unified Development Code which ensures the promotion of public health, safety and general welfare. This proposed plan allows for additional housing alternatives and provides significant public parks and open space. 557 BUFFALO RUN ANNEXATION Bozeman, MT PAGE 21 D. Facilitate the provision of transportation, water, sewerage, schools, parks and other public requirements. Buffalo Run includes a street network that will enhance regional and community connectivity. This network includes extensions to the existing street system and to Fowler Lane. The proposed network will expand to the City arterial and collector system. Incorporating a gridded configuration of streets provide alternative routes and dispersed traffic. City water and sewer is located east of the parcel. The intent is to extend the existing utilities as required to serve the Buffalo Run project. The Buffalo Run infrastructure improvements will also include installing a sanitary sewer mainline in Fowler Lane that will extend north to Stucky Road. A comprehensive storm water system will also be implemented. The Buffalo Run project proposed expanding the Meadow Creek Park and incorporating additional recreational facilities. Other public open space and parks are included in the plan providing for a variety of gathering and recreation alternatives. E. Reasonable provision of adequate light and air. A framework has been configured to encourage walk-ability and convenient access to open space and amenities. Buildings are proposed to be located and oriented to provide an architectural edge along streets and open space. Architecture is to be designed that will include open floor plans and facades that will reinforce cross-ventilation. Doors and windows are to be incorporated to reinforce light and air circulation. F. The effect on motorized and non-motorized transportation systems. As outlined above and illustrated on the enclosed connectivity exhibit (see Connectivity Plan), the intent is to extend the grid network of streets. This grid pattern will provide for additional connections including the future extension of Kurk Drive and Stucky Road via Fowler Lane. These streets are interconnected with the grid arterial and collector network that has been established. This network will provide alternative routes and further disperse traffic. As the north and south parcels are developed, provisions have been incorporated in the plan to provide additional connections and access alternatives. This interconnected network of streets and walkable block configuration will reinforce a multi-modal transportation program that will include bicycle, pedestrian, vehicle, and transit mobility alternatives. As illustrated on the urban framework plan, Kurk Drive is proposed to extend to Fowler Lane. Fowler Lane is designed to extend to Stucky Road. While higher residential density on the properties, would result in an increase in vehicle trips, the increase would be minimal and have a negligible impact on the overall motorized transportation system. Public and private streets are designed to provide pedestrian walks on both sides of the street. The 30’ open space corridor located within the center of the property also includes a pedestrian walk. Buffalo Run will also provide for an extension of the Meadow Trail regional trail system. As a result of the above factors, the proposed zone map amendment is not anticipated to have a negative effect on the motorized or non-motorized transportation systems. 558 BUFFALO RUN ANNEXATION Bozeman, MT PAGE 22 G. Promotion of compatible urban growth. Bozeman’s Unified Development Code, 38.700.404, defines compatible development as “The use of land and the construction and use of structures which is in harmony with adjoining development, existing neighborhoods, and the goals and objectives of the city’s adopted growth policy. Elements of compatible development include, but are not limited to, variety of architectural design; rhythm of architectural elements; scale; intensity; materials; building siting; lot and building size; hours of operation; and integration with existing community systems including water and sewer services, natural elements in the area, motorized and non-motorized transportation and open spaces and parks. Compatible development does not require uniformity or monotony of architectural or site design, density or use.” Compatible land use is as “A land use which may by virtue of the characteristics of its discernible outward effects exist in harmony with an adjoining land use of differing character. Effects often measured to determine compatibility include, but are not limited to noise, odor, light and the presence of physical hazards such as combustible or explosive materials.” The growth policy supports providing a variety of housing options near services, employments opportunities, and transportation options. The proposed R-4 amendment will enable higher residential densities in an area that located within proximity of the Montana State University and the business campus located to the northeast. As noted, the current housing type within this quadrant is primarily single family detached. Providing alternative housing in the area will enhance the housing options for what currently is a multidimensional population. Expanding the Meadow Creek park and providing additional open space, trail connection and recreational opportunities further reinforces the livability and sense of community. Creating additional gathering areas also provides and foster community compatibility. As noted above, the future growth pattern that is envisioned to occur along the Fowler Lane corridor and at the intersection of Blackwood Rd will further enhance compatibility. It is anticipated that additional zone classifications such as R-O, R-4 and R-5 will be located along the Fowler Lane corridor. H. Character of the district. The proposed amendment to R-4 would allow for higher residential densities. As the immediately surrounding area is primarily residential or undeveloped, the addition of offices, restaurants, and/or retail could be perceived as changing the character of the district. As noted, these uses are envisioned to occur as this area of the City including the Fowler Lane corridor is urbanized. I. Peculiar suitability for particular uses. The Buffalo Run property is located within an area and adjacent to a major street network that is projected to be urbanized. As noted, the R-4 district allows for greater residential densities. All non-residential uses in the R-4 district are to be secondary to residences. As a result, the allowed uses in the R-4 district are suitable for this site as the area would remain primarily residential. J. Conserving the value of buildings. The R-4 designation allows for high density mixed-use residential development, the Bozeman Unified Development Code ensures that development will be primarily residential with limited commercial. The potential change in development pattern resulting from the R-4 designation will provide for alternative residential architectural types and styles. While the north, south and west parcels are predominantly undeveloped the R-4 zoning amendment will allow for buildings to be designed and constructed to compliment and that is envisioned to be urbanized with commercial, mixed use and residential uses. The future potential commercial uses along Fowler Lane may include office and mixed-use commercial. The Meadow Creek park is designed to serve as an active recreation and gathering space. With the additional acreage being incorporated into the park, it also serves as a significant buffer between the Meadow Creek single family homes and higher density residential envisioned for Buffalo Run. As a result, the proposed zone map amendment is not anticipated to compromise existing buildings located within the area. 559 BUFFALO RUN ANNEXATION Bozeman, MT PAGE 23 K. Encourage the most appropriate use of land throughout the jurisdictional area. The proposed R-4 zone map amendment will encourage the most appropriate use of land as the growth policy designates the property as “Residential,” which the proposed R-4 designation will implement. The City is in need of additional housing to accommodate current and projected demand including housing required for the Bozeman area. To meet this demand a variety of housing options near services, employment centers, and transportation options are needed. This zone map amendment will help address this need by allowing for higher residential densities. Spot Zoning Criteria The R-4 zoning amendment does not constitute impermissible spot zoning. 1. Is the proposed use significantly different from the prevailing land uses in the area? The requested zoning and the proposed use of the site is not “significantly” different from the prevailing uses in the area, as the Meadow Creek subdivision to the east is also characterized as residential in both land use category and zoning. Therefore, the proposed R-4 zoning designation would not result in primary uses of the site which are significantly different from prevailing land uses in proximity. While R-4 does allow for limited office uses, this project is intending to construct a residential subdivision at this location. 2. Is the area requested for the rezone rather small in terms of the number of separate landowners benefited from the proposed change? R-4 is an implementing zoning district for the Residential land use category and may be utilized by any adjacent property owner within this plan category. Moreover, the proposed zoning of R-4 does not inhibit potential development of adjacent sites. 3. Would the change be in the nature of “special legislation” designed to benefit only one or a few landowners at the expense of the surrounding landowners or the general public? This initial zone map amendment does not represent special legislation designed to benefit the landowner at the expense of the adjacent property owners. This application demonstrates that the requested zoning of R-4 is compatible with the zoning district’s plan. No substantial negative impacts to surrounding landowners have been identified due to this proposed zoning. 560 PAGE 65 N1 NOTICING CHECKLIST NOTICING PROCEDURE Notice is required for certain projects in order for citizens to participate in decision making which affects their interests and provides opportunity to receive information pertinent to an application that would not otherwise be available to the decision maker. The applicant is responsible for posting the project site and mailing a notice per the requirements of the Bozeman Municipal Code (BMC). Public noticing for comment periods or hearings and associated application information, timing, type, and location is required by law per Section 38.220, BMC. See form N2 Noticing Instructions and Declaration Form on how to notice your project, send mailings, and post on the project site. NOTICING CHECKLIST (NON-CERTIFIED MAILINGS) The following is required materials for applications that do not require certified mail - Site Plan, Master Site Plan, Conditional Use Permit, Special Use Permit, Variance, Deviation, First Minor Subdivision, Planned Unit Development, Appeals, Zone Map Amendment, Growth Policy Amendment, Annexation. 1.Completed and signed property adjoiners certificate form N1. 2.Legible list of full names and addresses of all property owners within 200 feet of the project site, attached to this checklist. Community Development Noticing Checklist Page 1 of 1 Revision Date: August 2020 NOTICING CHECKLIST (CERTIFIED MAILINGS) The following is required materials for applications that do require certified mail - Major and Subsequent Minor Subdivisions. 1.Completed and signed property adjoiners certificate form N1. 2.Legible list of full names and addresses of all property owners within 200 feet of the project site and not physically contiguous (touching a boundary) to the subdivision, attached to this checklist. Clearly label list ADJOINER NOTCONTIGUOUS. 3.Legible list of full names and addresses of all property owners physically contiguous (touching a boundary) including recorded purchasers under contract for deed to be sent certified mail attached to this checklist. Clearly label listADJOINER CONTIGUOUS. PROPERTY OWNER RECORDS Current property owners of record can be found at the Gallatin County Clerk and Recorder’s Office in the Gallatin County Courthouse at 311 West Main Street Bozeman, Montana. CERTIFICATION AND SIGNATURES I, _____________________________________________, hereby certify that, to the best of my knowledge, the attached name and address list of all adjoining property owners (including all condominium owners), within 200 feet of the property located at ____________________________________________________, is a true and accurate list from the last declared Gallatin County tax records. I further understand that an inaccurate list may delay review of the project. _______________________________________ __________________ Signature Date CONTACT US Alfred M. Stiff Professional Building 20 East Olive Street Bozeman, MT 59715 phone 406-582-2260 fax 406-582-2263 planning@bozeman.net www.bozeman.net/planning Matt Ekstrom Buffalo Run -N ½SW ¼SW ¼of Section 23,Township 2 South,Range 5 East, 10/31/20 561 PAGE 68 BUFFALO RUN MAJOR SUBDIVISION ADJACENT PROPERTY OWNERS – CONTIGUOUS TO PROJECT SITE LEGAL DESCRIPTION OF PROPERTY PROPERTY OWNER’S NAME MAILING ADDRESS OF PROPERTY OWNER FROM COUNTY TAX RECORDS 1 S23, T02 S, R05 E, N2S2SW4SW4, ACRES 10.00 URSULA NEESE 5532 FOWLER LN BOZEMAN, MT 59718-7853 2 S22, T02 S, R05 E, S2SE4 79ACS LESS TR IN SE CORNER DAYLE H KOUNTZ MARITAL TRUST 50% 5550 BLACKWOOD RD BOZEMAN, MT 59718-7665 3 S22, T02 S, R05 E, N2SE4, ACRES 80.00 DAYLE H KOUNTZ MARITAL TRUST 50% 5550 BLACKWOOD RD BOZEMAN, MT 59718-7665 4 S23, T02 S, R05 E, C.O.S. 2074, TRACT 1, ACRES 40.735 DIANE L BRAWNER REV. TR. DTD 7/23/14 106 VILLAGE DOWNTOWN BLVD BOZEMAN, MT 59715-3815 5 S23, T02 S, R05 E, C.O.S. 1861, TRACT A NE4SW4, ACRES 40.773 DIANE L BRAWNER REV. TR. DTD 7/23/14 106 VILLAGE DOWNTOWN BLVD BOZEMAN, MT 59715-3815 6 MEADOW CREEK SUB PH 1, S23, T02 S, R05 E, PH 1 SW4NE4, SE4SW4 & W2SE4, PARKS & POND PLAT J-4 53 MEADOW CREEK PARTNERS LLC 1627 W MAIN ST BOZEMAN, MT 59715-4011 562 PAGE 69 1 2 3 4 5 6 563 PAGE 26 564 PAGE 24 565 PAGE 28 566 PAGE 29 567 PAGE 31 568 PAGE 27 569 PAGE 30 570 PAGE 25 571 PAGE 44 OFFICE OF THE SECRETARY OF STATE OF THE STATE OF COLORADO CERTIFICATE OF DOCUMENT FILED I, , as the Secretary of State of the State of Colorado, hereby certify that, according to the records of this office, the attached document is a true and complete copy of the with Document # of (Entity ID # ) consisting of pages. This certificate reflects facts established or disclosed by documents delivered to this office on paper through that have been posted, and by documents delivered to this office electronically through @ . I have affixed hereto the Great Seal of the State of Colorado and duly generated, executed, and issued this official certificate at Denver, Colorado on @ in accordance with applicable law. This certificate is assigned Confirmation Number *********************************************End of Certificate******************************************* Notice: A certificate issued electronically from the Colorado Secretary of State’s Web site is fully and immediately valid and effective. However, as an option, the issuance and validity of a certificate obtained electronically may be established by visiting the Validate a Certificate page of the Secretary of State’s Web site, http://www.sos.state.co.us/biz/CertificateSearchCriteria.do entering the certificate’s confirmation number displayed on the certificate, and following the instructions displayed. Confirming the issuance of a certificate is merely optional and is not necessary to the valid and effective issuance of a certificate. For more information, visit our Web site, http://www.sos.state.co.us/ click “Businesses, trademarks, trade names” and select “Frequently Asked Questions.” . Jena Griswold Buffalo Run Bozeman LLC Colorado Limited Liability Company 20201205066 3 10/30/2020 11/02/2020 09:52:41 11/02/2020 09:52:4112700159 Articles of Organization 20201205066 572 PAGE 45 ARTORG_LLC Page 1 of 3 Rev. 12/01/2012 Document must be filed electronically. Paper documents are not accepted. Fees & forms are subject to change. For more information or to print copies of filed documents, visit www.sos.state.co.us. ABOVE SPACE FOR OFFICE USE ONLY Articles of Organization filed pursuant to § 7-90-301 and § 7-80-204 of the Colorado Revised Statutes (C.R.S.) 1. The domestic entity name of the limited liability company is ______________________________________________________. (The name of a limited liability company must contain the term or abbreviation “limited liability company”, “ltd. liability company”, “limited liability co.”, “ltd. liability co.”, “limited”, “l.l.c.”, “llc”, or “ltd.”. See §7-90-601, C.R.S.) (Caution: The use of certain terms or abbreviations are restricted by law. Read instructions for more information.) 2. The principal office address of the limited liability company’s initial principal office is Street address ______________________________________________________ (Street number and name) ______________________________________________________ __________________________ ____ ____________________ (City) (State) (ZIP/Postal Code) _______________________ ______________ (Province – if applicable) (Country) Mailing address ______________________________________________________ (leave blank if same as street address) (Street number and name or Post Office Box information) ______________________________________________________ __________________________ ____ ____________________ (City) (State) (ZIP/Postal Code) _______________________ ______________. (Province – if applicable) (Country) 3. The registered agent name and registered agent address of the limited liability company’s initial registered agent are Name (if an individual) ____________________ ______________ ______________ _____ (Last) (First) (Middle) (Suffix) or (if an entity) ______________________________________________________ (Caution: Do not provide both an individual and an entity name.) Street address ______________________________________________________ (Street number and name) ______________________________________________________ __________________________ CO ____________________ (City) (State) (ZIP Code) Mailing address ______________________________________________________ (leave blank if same as street address) (Street number and name or Post Office Box information) ______________________________________________________ Buffalo Run Bozeman LLC 2826 E. 5th Avenue Denver CO 80206 United States Welborn Sullivan Meck Tooley P.C. c/o Mike Fredregill 1125 17th Street Suite 2200 Denver 80202 Colorado Secretary of State Date and Time: 03/01/2020 10:53 AM ID Number: 20201205066 Document number: 20201205066Amount Paid: $50.00 573 PAGE 46 ARTORG_LLC Page 2 of 3 Rev. 12/01/2012 __________________________ CO ____________________. (City) (State) (ZIP Code) (The following statement is adopted by marking the box.) The person appointed as registered agent has consented to being so appointed. 4. The true name and mailing address of the person forming the limited liability company are Name (if an individual) ____________________ ______________ ______________ _____ (Last) (First) (Middle) (Suffix) or (if an entity) ______________________________________________________ (Caution: Do not provide both an individual and an entity name.) Mailing address ______________________________________________________ (Street number and name or Post Office Box information) ______________________________________________________ __________________________ ____ ____________________ (City) (State) (ZIP/Postal Code) _______________________ ______________. (Province – if applicable) (Country) (If the following statement applies, adopt the statement by marking the box and include an attachment.) The limited liability company has one or more additional persons forming the limited liability company and the name and mailing address of each such person are stated in an attachment. 5. The management of the limited liability company is vested in (Mark the applicable box.) one or more managers. or the members. 6. (The following statement is adopted by marking the box.) There is at least one member of the limited liability company. 7. (If the following statement applies, adopt the statement by marking the box and include an attachment.) This document contains additional information as provided by law. 8. (Caution: Leave blank if the document does not have a delayed effective date. Stating a delayed effective date has significant legal consequences. Read instructions before entering a date.) (If the following statement applies, adopt the statement by entering a date and, if applicable, time using the required format.) The delayed effective date and, if applicable, time of this document is/are __________________________. (mm/dd/yyyy hour:minute am/pm) Notice: Causing this document to be delivered to the Secretary of State for filing shall constitute the affirmation or acknowledgment of each individual causing such delivery, under penalties of perjury, that the document is the individual's act and deed, or that the individual in good faith believes the document is the act and deed of the person on whose behalf the individual is causing the document to be delivered for filing, taken in conformity with the requirements of part 3 of article 90 of title 7, C.R.S., the constituent documents, and the organic statutes, and that the individual in good faith believes the facts stated in the document are true and the document complies with the requirements of that Part, the constituent documents, and the organic statutes. zerosixthree LLC 2826 E. 5th Avenue Denver CO 80206 United States 574 PAGE 47 ARTORG_LLC Page 3 of 3 Rev. 12/01/2012 This perjury notice applies to each individual who causes this document to be delivered to the Secretary of State, whether or not such individual is named in the document as one who has caused it to be delivered. 9. The true name and mailing address of the individual causing the document to be delivered for filing are ____________________ ______________ ______________ _____ (Last) (First) (Middle) (Suffix) ______________________________________________________ (Street number and name or Post Office Box information) ______________________________________________________ __________________________ ____ ____________________ (City) (State) (ZIP/Postal Code) _______________________ ______________. (Province – if applicable) (Country) (If the following statement applies, adopt the statement by marking the box and include an attachment.) This document contains the true name and mailing address of one or more additional individuals causing the document to be delivered for filing. Disclaimer: This form/cover sheet, and any related instructions, are not intended to provide legal, business or tax advice, and are furnished without representation or warranty. While this form/cover sheet is believed to satisfy minimum legal requirements as of its revision date, compliance with applicable law, as the same may be amended from time to time, remains the responsibility of the user of this form/cover sheet. Questions should be addressed to the user’s legal, business or tax advisor(s). Fredregill Mike 1125 17th Street Suite 2200 Denver CO 80202 United States 575 PAGE 48 576 PAGE 49PAGE 37 577 PAGE 50PAGE 38 578 PAGE 51PAGE 39 579 PAGE 52PAGE 40 580 PAGE 53PAGE 41 581 PAGE 54PAGE 42 582 PAGE 55PAGE 43 583 PAGE 56PAGE 44 584 PAGE 57PAGE 45 585 PAGE 58PAGE 46 586 PAGE 59PAGE 47 587 PAGE 60PAGE 48 588 PAGE 61PAGE 49 589 PAGE 62PAGE 50 590 PAGE 63 591 PAGE 64 592 PAGE 32 PPoolliiccyy NNoo..:: 77117700--11--11SS--0022331100--22002200..7722115566--221199221177665555 72156 Miscellaneous Guarantee Face Page 00_156Page 1 of 1 CHICAGO TITLE INSURANCE COMPANY GUARANTEE CHICAGO TITLE INSURANCE COMPANY, a Florida Corporation, herein called the Company, guarantees the Assured against actual loss not exceeding the liability amount stated in Schedule A which the Assured shall sustain by reason of any incorrectness in the assurances set forth in Schedule A. 1.No guarantee is given nor liability assumed with respect to the identity of any party named or referred to in Schedule A or with respect to the validity, legal effect or priority of any matter shown therein. 2.The Company’s liability hereunder shall be limited to the amount of actual loss sustained by the Assured because of reliance upon the assurance herein set forth, but in no event shall the Company’s liability exceed the liability amount set forth in Schedule A. PLEASE NOTE CAREFULLY THE LIABILITY EXCLUSIONS AND LIMITATIONS AND THE SPECIFIC ASSURANCES AFFORDED BY THIS GUARANTEE. IF YOU WISH ADDITIONAL LIABILITY, OR ASSURANCES OTHER THAN AS CONTAINED HEREIN, PLEASE CONTACT THE COMPANY FOR FURTHER INFORMATION AS TO THE AVAILABILITY AND COST. CHICAGO TITLE INSURANCE COMPANY By: President Attest: Countersigned: By: Authorized Officer or AgentGerald R. WineAmerican Land Title Company of Montana1800 W Koch StBozeman, MT 59715Tel:406-587-5563Fax:406-587-8038 Secretary Note: This endorsement shall not be valid or binding until countersigned by an authorized signatory. 593 PAGE 33 SCHEDULE A Policy Number:72156-219217655 Platting Certificate 1S-02310 Order No.:1S-02310 Liability: $200.00 Fee: $160.00 Dated:October 29, 2020 at 12:00 AM. Assured:The County of Gallatin and in the City of Bozeman in Montana. The assurances referred to on the face page hereof are: That, according to the public records which, under the recording laws, impart constructive notice of matters relative to thefollowing described real property: N1/2SW1/4SW1/4 of Section 23, Township 2 South, Range 5 East, P.M.M., Gallatin County, Montana. Deed Reference:Film 146, Page 3339, records of Gallatin County, Montana. Title to said real property is vested in:Buffalo Run Bozeman, LLC, a Colorado limited liability company Subject to the matters shown below under Exceptions, which Exceptions are not necessarily shown in the order of theirproperty. Exceptions: 1.Unpatented mining claims; reservations or exceptions in the United States Patents or in Acts authorizing theissuance thereof; water rights, claims or title to water. 2.Any right, title, or interest in minerals in or under said land including, but not limited to, metals, oil, gas, coal, otherhydrocarbons, sand gravel or other common variety materials, stone, mineral rights, mining rights, easementrights, water rights, claims or title to water or other matters relating thereto, whether expressed or implied andwhether or not shown by the public records. 3.Taxes for the year 2020 and subsequent years. Taxes for the year 2019 are paid. Taxes for the year 2020 are alien not yet due or payable. (Taxes for the year 2019 - first half - $3,313.28, second half - $3,313.28. Parcel No.RGG33381.) [Gallatin County tax information attached] 4.County road rights-of-way the existence of which is dependent in whole or in part upon writings which have notbeen recorded and indexed as conveyances in the Office of the Clerk and Recorder pursuant to Title 70, Chapter21 MCA. 5.Pipeline Right of Way Easement to The Montana Power Company recorded July 6, 1990 in Film 111, page 3178,records of Gallatin County, Montana, including the terms and provisions therein. 6.Findings of Fact Conclusions of Law and Order recorded September 30, 2014, as Document No. 2493279,records of Gallatin County, Montana, including the terms and provisions therein. 594 PAGE 34 SCHEDULE A Policy Number:72156-219217655 Platting Certificate 1S-02310 7.Deed of Trust from Yellowstone Investment Group, Professional LLC,a Montana limited liability company to Ann E.Davey, Attorney at Law, as Trustee, and Yellowstone Bank, as Beneficiary, in the amount of $884,706.50, datedNovember 7, 2019 and recorded November 7, 2019, as Document No. 2663928. 8.No search has been made for unpatented mining claims; reservations or exceptions in the United States Patentsor in acts authorizing the issuance thereof; water rights; claims or title to water. Any liability thereon is excludedfrom coverage of this certificate. END OF SCHEDULE A 595 PAGE 35 Platting Certificate 1S-02310 Guarantee Conditions and Stipulations (12/15/95) SCHEDULE OF EXCLUSIONS FROM COVERAGE OF THIS GUARANTEE 1.Except to the extent that specific assurances are provided in Schedule A of this Guarantee, the Companyassumes no liability for loss or damage by reason of the following: a.Defects, liens, encumbrances, adverse claims or other matters against the title, whether or not shown bythe public records. b.(1) Taxes or assessments of any taxing authority that levies taxes or assessments on real property; or, (2)Proceedings by a public agency which may result in taxes or assessments, or notices of suchproceedings, whether or not the matters excluded under (1) or (2) are shown by the records of the taxingauthority or by the public records. c.(1) Unpatented mining claims; (2) reservations or exceptions in patents or in Acts authorizing the issuancethereof; (3) water rights, claims or title to water, whether or not the matters excluded under (1), (2) or (3)are shown by the public records. 2.Notwithstanding any specific assurances which are provided in Schedule A of this Guarantee, the Companyassumes no liability for loss or damage by reason of the following: a.Defects, liens, encumbrances, adverse claims or other matters affecting the title to any property beyondthe lines of the land expressly described in the description set forth in Schedule (A), (C) or in Part 2 of thisGuarantee, or title to streets, roads, avenues, lanes, ways or waterways to which such land abuts, or theright to maintain therein vaults, tunnels, ramps or any structure or improvements; or any rights oreasements therein, unless such property, rights or easements are expressly and specifically set forth insaid description. b.Defects, liens, encumbrances, adverse claims or other matters, whether or not shown by the publicrecords; (1) which are created, suffered, assumed or agreed to by one or more of the Assureds; (2) whichresult in no loss to the Assured; or (3) which do not result in the invalidity or potential invalidity of anyjudicial or non-judicial proceeding which is within the scope and purpose of the assurances provided.c.The identity of any party shown or referred to in Schedule A. d.The validity, legal effect or priority of any matter shown or referred to in this Guarantee. (Continued) 596 PAGE 36 Platting Certificate 1S-02310 GUARANTEE CONDITIONS AND STIPULATIONS 1.Definition of Terms. The following terms when used in the Guarantee mean: a.the “Assured”: the party or parties named as the Assured in this Guarantee, or on a supplemental writingexecuted by the Company. b.“land”: the land described or referred to in Schedule (A)(C) or in Part 2, and improvements affixed theretowhich by law constitute real property. The term “land” does not include any property beyond the lines ofthe area described or referred to in Schedule (A)(C) or in Part 2, nor any right, title, interest, estate oreasement in abutting streets, roads, avenues, alleys, lanes, ways or waterways. c.“mortgage”: mortgage, deed of trust, trust deed, or other security instrument. d.“public records”: records established under state statutes at Date of Guarantee for the purpose ofimparting constructive notice of matters relating to real property to purchasers for value and withoutknowledge. e.“date”: the effective date. 2.Notice of Claim to be Given by Assured Claimant. An Assured shall notify the Company promptly in writing in case knowledge shall come to an Assured hereunder ofany claim of title or interest which is adverse to the title to the estate or interest, as stated herein, and which mightcause loss or damage for which the Company may be liable by virtue of this Guarantee. If prompt notice shall notbe given to the Company, then all liability of the Company shall terminate with regard to the matter or matters forwhich prompt notice is required; provided, however, that failure to notify the Company shall in no case prejudicethe rights of any Assured under this Guarantee unless the Company shall be prejudiced by the failure and thenonly to the extent of the prejudice. 3.No Duty to Defend or Prosecute. The Company shall have no duty to defend or prosecute any action or proceeding to which the Assured is a party,notwithstanding the nature of any allegation in such action or proceeding. 4.Company’s Option to Defend or Prosecute Actions; Duty of Assured Claimant to Cooperate. Even though the Company has no duty to defend or prosecute as set forth in Paragraph 3 above: a.The Company shall have the right, at its sole option and cost, to institute and prosecute any action orproceeding, interpose a defense, as limited in (b), or to do any other act which in its opinion may benecessary or desirable to establish the title to the estate or interest as stated herein, or to establish the lienrights of the Assured, or to prevent or reduce loss or damage to the Assured. The Company may take anyappropriate action under the terms of this Guarantee, whether or not it shall be liable hereunder, and shallnot thereby concede liability or waive any provision of this Guarantee. If the Company shall exercise itsrights under this paragraph, it shall do so diligently. b.If the Company elects to exercise its options as stated in Paragraph 4(a) the Company shall have the rightto select counsel of its choice (subject to the right of such Assured to object for reasonable cause) torepresent the Assured and shall not be liable for and will not pay the fees of any other counsel, nor will theCompany pay any fees, costs or expenses incurred by an Assured in the defense of those causes ofaction which allege matters not covered by this Guarantee. (Continued) 597 PAGE 37 Platting Certificate 1S-02310 GUARANTEE CONDITIONS AND STIPULATIONS (Continued) c.Whenever the Company shall have brought an action or interposed a defense as permitted by theprovisions of this Guarantee, the Company may pursue any litigation to final determination by a court ofcompetent jurisdiction and expressly reserves the right, in its sole discretion, to appeal from an adversejudgment or order. d.In all cases where this Guarantee permits the Company to prosecute or provide for the defense of anyaction or proceeding, an Assured shall secure to the Company the right to so prosecute or provide for thedefense of any action or proceeding, and all appeals therein, and permit the Company to use, at its option,the name of such Assured for this purpose. Whenever requested by the Company, an Assured, at theCompany’s expense, shall give the Company all reasonable aid in any action or proceeding, securingevidence, obtaining witnesses, prosecuting or defending the action or lawful act which in the opinion of theCompany may be necessary or desirable to establish the title to the estate or interest as stated herein, orto establish the lien rights of the Assured. If the Company is prejudiced by the failure of the Assured tofurnish the required cooperation, the Company’s obligations to the Assured under the Guarantee shallterminate. 5.Proof of Loss or Damage. In addition to and after the notices required under Section 2 of these Conditions and Stipulations have beenprovided to the Company, a proof of loss or damage signed and sworn to by the Assured shall be furnished to theCompany within ninety (90) days after the Assured shall ascertain the facts giving rise to the loss or damage. Theproof of loss or damage shall describe the matters covered by this Guarantee which constitute the basis of loss ordamage and shall state, to the extent possible, the basis of calculating the amount of the loss or damage. If theCompany is prejudiced by the failure of the Assured to provide the required proof of loss or damage, theCompany’s obligation to such assured under the Guarantee shall terminate. In addition, the Assured mayreasonably be required to submit to examination under oath by any authorized representative of the Company andshall produce for examination, inspection and copying, at such reasonable times and places as may be designatedby any authorized representative of the Company, all records, books, ledgers, checks, correspondence andmemoranda, whether bearing a date before or after Date of Guarantee, which reasonably pertain to the loss ordamage. Further, if requested by any authorized representative of the Company, the Assured shall grant itspermission, in writing, for any authorized representative of the Company to examine, inspect and copy all records,books, ledgers, checks, correspondence and memoranda in the custody or control of a third party, whichreasonably pertain to the loss or damage. All information designated as confidential by the Assured provided to theCompany pursuant to this Section shall not be disclosed to others unless, in the reasonable judgment of theCompany, it is necessary in the administration of the claim. Failure of the Assured to submit for examination underoath, produce other reasonably requested information or grant permission to secure reasonably necessaryinformation from third parties as required in the above paragraph, unless prohibited by law or governmentalregulation, shall terminate any liability of the Company under this Guarantee to the Assured for that claim.(Continued) 598 PAGE 38 Platting Certificate 1S-02310 GUARANTEE CONDITIONS AND STIPULATIONS (Continued) 6.Options to Pay or Otherwise Settle Claims: Termination of Liability. In case of a claim under this Guarantee, the Company shall have the following additional options: a.To Pay or Tender Payment of the Amount of Liability or to Purchase the Indebtedness.The Company shall have the option to pay or settle or compromise for or in the name of the Assured anyclaim which could result in loss to the Assured within the coverage of this Guarantee, or to pay the fullamount of this Guarantee or, if this Guarantee is issued for the benefit of a holder of a mortgage or alienholder, the Company shall have the option to purchase the indebtedness secured by said mortgage orsaid lien for the amount owing thereon, together with any costs, reasonable attorneys’ fees and expensesincurred by the Assured claimant which were authorized by the Company up to the time of purchase.Such purchase, payment or tender of payment of the full amount of the Guarantee shall terminate allliability of the Company hereunder. In the event after notice of claim has been given to the Company bythe Assured the Company offers to purchase said indebtedness, the owner of such indebtedness shalltransfer and assign said indebtedness, together with any collateral security, to the Company uponpayment of the purchase price.Upon the exercise by the Company of the option provided for in Paragraph (a) the Company’s obligation tothe Assured under this Guarantee for the claimed loss or damage, other than to make the paymentrequired in that paragraph, shall terminate, including any obligation to continue the defense or prosecutionof any litigation for which the Company has exercised its options under Paragraph 4, and the Guaranteeshall be surrendered to the Company for cancellation. b.To Pay or Otherwise Settle With Parties Other Than the Assured or With the Assured Claimant.To pay or otherwise settle with other parties for or in the name of an Assured claimant any claim assuredagainst under this Guarantee, together with any costs, attorneys’ fees and expenses incurred by theAssured claimant which were authorized by the Company up to the time of payment and which theCompany is obligated to pay.Upon the exercise by the Company of the option provided for in Paragraph (b) the Company’s obligation tothe Assured under this Guarantee for the claimed loss or damage, other than to make the paymentrequired in that paragraph, shall terminate, including any obligation to continue the defense or prosecutionof any litigation for which the Company has exercised its options under Paragraph 4. 7.Determination and Extent of Liability. This Guarantee is a contract of Indemnity against actual monetary loss or damage sustained or incurred by theAssured claimant who has suffered loss or damage by reason of reliance upon the assurances set forth in thisGuarantee and only to the extent herein described, and subject to the Exclusions From Coverage of ThisGuarantee.The liability of the Company under this Guarantee to the Assured shall not exceed the least of: a.the amount of liability stated in Schedule A or in Part 2; b.the amount of the unpaid principal indebtedness secured by the mortgage of an Assured mortgagee, aslimited or provided under Section 6 of these Conditions and Stipulations or as reduced under Section 9 ofthese Conditions and Stipulations, at the time the loss or damage assured against by this Guaranteeoccurs, together with interest thereon; or c.the difference between the value of the estate or interest covered hereby as stated herein and the value ofthe estate or interest subject to any defect, lien or encumbrance assured against by this Guarantee. (Continued) 599 PAGE 39 Platting Certificate 1S-02310 GUARANTEE CONDITIONS AND STIPULATIONS (Continued) 8.Limitation of Liability. a.If the Company establishes the title, or removes the alleged defect, lien or encumbrance, or cures anyother matter assured against by this Guarantee in a reasonably diligent manner by any method, includinglitigation and the completion of any appeals therefrom, it shall have fully performed its obligations withrespect to that matter and shall not be liable for any loss or damage caused thereby. b.In the event of any litigation by the Company or with the Company’s consent, the Company shall have noliability for loss or damage until there has been a final determination by a court of competent jurisdiction,and disposition of all appeals therefrom, adverse to the title, as stated herein. c.The Company shall not be liable for loss or damage to any Assured for liability voluntarily assumed by theAssured in settling any claim or suit without the prior written consent of the Company. 9.Reduction of Liability or Termination of Liability. All payments under this Guarantee, except payments made for costs, attorneys’ fees and expenses pursuant toParagraph 4 shall reduce the amount of liability pro tanto. 10.Payment of Loss. a.No payment shall be made without producing this Guarantee for endorsement of the payment unless theGuarantee has been lost or destroyed, in which case proof of loss or destruction shall be furnished to thesatisfaction of the Company. b.When liability and the extent of loss or damage has been definitely fixed in accordance with theseConditions and Stipulations, the loss or damage shall be payable within thirty (30) days thereafter. 11.Subrogation Upon Payment or Settlement. Whenever the Company shall have settled and paid a claim under this Guarantee, all right of subrogation shallvest in the Company unaffected by any act of the Assured claimant.The Company shall be subrogated to and be entitled to all rights and remedies which the Assured would have hadagainst any person or property in respect to the claim had this Guarantee not been issued. If requested by theCompany, the Assured shall transfer to the Company all rights and remedies against any person or propertynecessary in order to perfect this right of subrogation. The Assured shall permit the Company to sue, compromiseor settle in the name of the Assured and to use the name of the Assured in any transaction or litigation involvingthese rights or remedies.If a payment on account of a claim does not fully cover the loss of the Assured the Company shall be subrogatedto all rights and remedies of the Assured after the Assured shall have recovered its principal, interest, and costs ofcollection. (Continued) 600 PAGE 40 Platting Certificate 1S-02310 GUARANTEE CONDITIONS AND STIPULATIONS (Continued)12.Arbitration. Unless prohibited by applicable law, either the Company or the Assured may demand arbitration pursuant to theTitle Insurance Arbitration Rules of the American Arbitration Association. Arbitrable matters may include, but arenot limited to, any controversy or claim between the Company and the Assured arising out of or relating to thisGuarantee, any service of the Company in connection with its issuance or the breach of a Guarantee provision orother obligation. All arbitrable matters when the Amount of Liability is $1,000,000 or less shall be arbitrated at theoption of either the Company or the Assured. All arbitrable matters when the amount of liability is in excess of$1,000,000 shall be arbitrated only when agreed to by both the Company and the Assured. The Rules in effect atDate of Guarantee shall be binding upon the parties. The award may include attorneys’ fees only if the laws of thestate in which the land is located permits a court to award attorneys’ fees to a prevailing party. Judgment upon theaward rendered by the Arbitrator(s) may be entered in any court having jurisdiction thereof.The law of the situs of the land shall apply to an arbitration under the Title Insurance Arbitration Rules.A copy of the Rules may be obtained from the Company upon request. 13.Liability Limited to This Guarantee; Guarantee Entire Contract. a.This Guarantee together with all endorsements, if any, attached hereto by the Company is the entireGuarantee and contract between the Assured and the Company. In interpreting any provision of thisGuarantee, this Guarantee shall be construed as a whole. b.Any claim of loss or damage, whether or not based on negligence, or any action asserting such claim,shall be restricted to this Guarantee. c.No amendment of or endorsement to this Guarantee can be made except by a writing endorsed hereon orattached hereto signed by either the President, a Vice President, the Secretary, an Assistant Secretary, orvalidating officer or authorized signatory of the Company. 14.Notices, Where Sent. All notices required to be given to the Company and any statement in writing required to be furnished to theCompany shall include the number of this Guarantee and shall be addressed to CHICAGO TITLE INSURANCECOMPANY, Attn: Claims Department, P.O. Box 45023, Jacksonville, FL 32232-5023. 601 PAGE 41 602 PAGE 42 603 PAGE 43 604 Resolution of Annexation 5177 Blackwood Groves Annexation Page 1 of 3 RESOLUTION NO. 5284 A RESOLUTION OF THE CITY COMMISSION OF THE CITY OF BOZEMAN, MONTANA, PROVIDING FOR THE ANNEXATION OF CERTAIN CONTIGUOUS TRACTS OF LAND, HEREINAFTER DESCRIBED, TO THE CORPORATE LIMITS OF THE CITY OF BOZEMAN AND THE EXTENSION OF THE BOUNDARIES OF THE CITY OF BOZEMAN SO AS TO INCLUDE SAID CONTIGUOUS TRACT, BUFFALO RUN ANNEXATION, APPLICATION 21076. WHEREAS,the City of Bozeman received a petition for annexation from Buffalo Run LLC current landowners of record, requesting the City Commission to extend the boundaries of the City of Bozeman so as to include an area of land containing approximately 20.3acres plus additional public right of way as required by law; and WHEREAS, the current landowner of record of real property consisting of one parcel of land described in Section 1, requested the City Commission to extend the boundaries of the City of Bozeman; and WHEREAS,an annexation staff report was prepared in accordance with the Commission's goals and policies for annexation and was presented to the Commission on April 20, 2021; and WHEREAS,a public meeting on said annexation petition was duly noticed and held on April 20, 2021; and WHEREAS,the City did not receive any written protest from the real property owners of the area to be annexed; and 605 Resolution of Annexation 5177 Blackwood Groves Annexation Page 2 of 3 WHEREAS,on April 20, 2021, the Commission received an annexation agreement prepared by the City which incorporated the recommended terms of annexation which was signed by the current land owner prior to the public hearing; and WHEREAS,the provision of available services, including, but not limited to, streets, rights-of-way, easements, water rights or cash-in-lieu, waivers of protest against creation of SIDs, and water and sewer hookup fees, to said contiguous tracts is the subject of a written agreement between the City and the Landowner; and WHEREAS,the Bozeman City Commission hereby finds that the annexation of this contiguous tract is in the best interests of the City of Bozeman and the inhabitants/owners thereof. NOW, THEREFORE, BE IT RESOLVED by the City Commission of the City of Bozeman, Montana, that: Section 1 That it is hereby declared that, pursuant to Title 7, Chapter 2, Part 46, M.C.A., the following- described property, which is contiguous to the municipal boundaries of the City of Bozeman, be annexed to the City of Bozeman and that the boundaries of said City shall be extended so as to embrace and include 20.7 acres, to wit: Legal Description The property is described as: A description of land being the N ½ SW ¼ SW ¼ of Section 23, Township 2 South, Range 5 East, Principal Meridian, Gallatin County, Montana, more particularly described as follows: Beginning at the Southwest 1/16th corner of Section 23, Township 2 South, Range 5 East, Principal Meridian, also being the Northwest Corner of Meadow Creek Subdivision Phase 1, Plat J-453, the Point of Beginning; thence S0°01'33”W along the western boundary of Meadow Creek Subdivision Phase 1, Plat J-453, a distance of 665.57' to a found aluminum cap monument, being the Northeast corner of Deed 146 Film 3341; thence S89°52'06”W along the north line of Deed 146 Film 3341 through a 30 foot witness corner, aluminum cap monument a distance of 1330.04' to the West section line 606 Resolution of Annexation 5177 Blackwood Groves Annexation Page 3 of 3 of Section 23, Township 2 South, Range 5 East, Principal Meridian, being the Northwest Corner of Deed 146 Film 3341; thence S89°52'06”W a distance of 30.00' to the West Right-of-Way line of the Fowler Lane County Road Easement; thence N0°05'46”W along said County Road Easement Right-of-Way a distance of 665.51'; thence N89°51'57”E a distance of 30.00' to the S 1/16th corner of Section 23 Township 2 South, Range 5 East, Principal Meridian, being the Southwest corner of COS 2074, DOC # 375838; thence N89°51'57”E along the south line of COS 2074, DOC # 375838, through a 30 foot witness corner, aluminum cap monument a distance of 1331.45' to the Point of Beginning. Area = 20.7 Acres. All as depicted on the BUFFALO RUN Annexation Map. Section 2 The effective date of this annexation is April 21, 2021. PASSED AND APPROVED by the City Commission of the City of Bozeman, Montana, at a regular session thereof held on the 20th day of April, 2021. _________________________________ CYNTHIA L. ANDRUS Mayor ATTEST: _________________________________ MIKE MAAS City Clerk APPROVED AS TO FORM: _________________________________ GREG SULLIVAN City Attorney 607 N89°51'57"E 1331.45' S89°52'06"W 1330.04'S0°01'33"W 665.57'S89°52'06"W 30.00' N89°51'57"E 30.00'N0°05'46"W 665.51'S0°05'46"E 665.51'BRAWNE R D I A N E L . R E V TRUST D A T E D 0 7 / 2 3 / 1 4 C.O.S. 207 4 MEADOW C R E E K PARTNER S L L C MEADOW C R E E K SUBDIVIS I O N P H A S E 1 NEESE U R S U L A N12 S12 SW14 SW14 SECTION 2 3 T 2 S R 5 E KOUNTZ D A Y L E H . MARITAL T R U S T S12 SE14 SECTIO N 2 2 T2S R5E BRAWNE R D I A N E L . R E V TRUST DA T E D 0 7 / 2 3 / 1 4 C.O.S 186 1 N12 SW14 SW14 SECTION 23 T2S R5E GALLTIN COUNTY, MT 20.33 ACRES CHRISTE N S E N J O N C & ELIZAB E T H R S12 S12 SW14 SW14 SECTION 2 3 T 2 S R 5 E KOUNTZ D A Y L E H TRACT 1 SE14 SE14 SECTION 2 2 T 2 S R 5 E KOUNTZ D A Y L E H . MARITAL T R U S T N12 SE14 SECTIO N 2 2 T2S R5E KURK DRIVE (30' - ROW)SOUTH 30TH AVE. (60' - ROW)SOUTH 31TH AVE. (40' - ROW)FOWLER LANE (60' - ROW)DYH E8S E8S E8S E8S E8S E8S E8S E8S E8S E8S E8S E8S E8S E8S E8S E8S E8S E8S E8S E8S E8S E8S E8S E8S E8S E8S E8S E8S E8S E8S E8S E8S E8S E8S E8S E8S E8S E8S E8S E8S E8S E8S E8S E8S E8S E8S E8S E8S E8S E8S E8S E8S E8S E8S E8S E8S E8S E8S E8S E8S E8S E8SE8SE8SE8SE8SE8SE8SE8SE8SE8SE8SE8SE8SE8SE8SE8SE8SE8SE8SE8SE8SMEAH LANE (60' - ROW) BLACKWOOD RD (45' - ROW) ANNEXATION AREA 20.79 ACRES 150 N ½ SW ¼ SW ¼ of Section 23, Township 2 South, Range 5 East, Principal Meridian, Gallatin County, Montana ANNEXATION AREA SUMMARY TOTAL ANNEXATION AREA:20.79 acres (905,625.40) Sq. Ft. R-3 ZONI N G 2021 BUFFALO RUN - 5400 FOWLER LANE ANNEXATION MAP PROPOSED ZONING: R-4 ZONING:20.79 acres (905,625.40) Sq. Ft. ©COPYRIGHT MORRISON-MAIERLE, INC.,2021 PLOTTED DATE: Feb/24/2021 PLOTTED BY: matt e. ekstrom DRAWING NAME: N:\6475\002 - Topo and Boundary Survey\ACAD\Exhibits\6475002 ANNEXATION MAP 022421.dwg 1/4 SEC.SECTION TOWNSHIP RANGE PROJ. #:SHEET OF PRINCIPAL MERIDIAN, MONTANA COUNTY, MONTANADATE: SCALE: CLIENT: FIELD WORK: DRAWN BY: CHECKED BY: engineers surveyors planners scientists MorrisonMaierle 315 N. 25th Street, Suite 102 Billings, MT 59101 Phone: 406.656.6000 Fax: 406.237.1201 11 GALLATIN 6475.002 1"=150 02/2021 MEE JW 5E 2S 23SW A description of land being the N ½ SW ¼ SW ¼ of Section 23, Township 2 South, Range 5 East, Principal Meridian, Gallatin County, Montana, more particularly described as follows: Beginning at the Southwest 1/16th corner of Section 23, Township 2 South, Range 5 East, Principal Meridian, also being the Northwest Corner of Meadow Creek Subdivision Phase 1, Plat J-453, the Point of Beginning; thence S0°01'33”W along the western boundary of Meadow Creek Subdivision Phase 1, Plat J-453, a distance of 665.57'to a found aluminum cap monument, being the Northeast corner of Deed 146 Film 3341; thence S89°52'06”W along the north line of Deed 146 Film 3341 through a 30 foot witness corner, aluminum cap monument a distance of 1330.04' to the West section line of Section 23, Township 2 South, Range 5 East, Principal Meridian, being the Northwest Corner of Deed 146 Film 3341; thence S89°52'06”W a distance of 30.00' to the West Right-of-Way line of the Fowler Lane County Road Easement; thence N0°05'46”W along said County Road Easement Right-of-Way a distance of 665.51'; thence N89°51'57”E a distance of 30.00' to the S 1/16th corner of Section 23 Township 2 South, Range 5 East, Principal Meridian, being the Southwest corner of COS 2074, DOC # 375838; thence N89°51'57”E along the south line of COS 2074, DOC # 375838, through a 30 foot witness corner, aluminum cap monument a distance of 1331.45' to the Point of Beginning. The area of the above described parcel of land is 20.79 acres, more or less. LEGAL DESCRIPTION POINT OF BEGINNING BOZEMA N COMMU N I T Y P L A N URBAN NEIGHB O R H O O D R-3 ZON I N G EXISTING 60 FOOT RIGHT OF WAY EASEMENT PER COUNTY ROAD BY PETITION NO. 17 EXISTING 60 FOOT RIGHT OF WAY EASEMENT PER PLAT J-453 GALLAT I N C O U N T Y / BOZEMA N A R E A : A S GALLAT I N C O U N T Y / BOZEMA N A R E A : A S GALLAT I N C O U N T Y / BOZEMA N A R E A : A S GALLAT I N C O U N T Y / BOZEMA N A R E A : A S GALLAT I N C O U N T Y / BOZEMA N A R E A : A S PROPOS E D ZONING : R - 4 GALLAT I N C O U N T Y / BOZEMA N A R E A : A S BOZEMA N COMMU N I T Y P L A N URBAN NEIGHB O R H O O D BOZEMA N COMMUN I T Y P L A N URBAN NEIGHBO R H O O D BOZEMA N COMMU N I T Y P L A N URBAN NEIGHBO R H O O D BOZEMA N COMMUN I T Y P L A N URBAN NEIGHBO R H O O D BOZEMA N COMMU N I T Y P L A N URBAN NEIGHBO R H O O D BOZEMA N COMMU N I T Y P L A N URBAN NEIGHB O R H O O D PROPOS E D ZONING : R - 4 BOZEMA N COMMU N I T Y P L A N URBAN NEIGHB O R H O O D 608 Inter-ofiRce Orieinal to:City ofBozemanCity ClerkPO Box 1230Bozeman MT 549771-1230BUFFALO RUNANNEXATION AGREEMENTTfflS AGREEMENT made and entered into thisday of2021, by and between (he CITY OF BOZEMAN, a self-governing municipal corporationorganized and existing under its Charter and the laws of the State of Montana with offices at 121N. Rouse Avenue, Bozeman, Montana 59771-0640, hereinafter referred to as "City", and BuffaloRun Bozeman LLC, 5400 Fowler Lane, Bozeman MT 59718 hereinafter referred to as"Landowner".WITNESSETH:WHEREAS, Landowner is owner in fee of a tract of certain real property, hereinafterreferred to as the BUFFALO RUN ANNEXATION situated in Gallatin County, Montana, andmore particularly described as follows:A description of land being the N Vz SW ^ SW % of Section 23, Township 2 South,Range 5 East, Principal Meridian, Gallatin County, Montana, more particularly describedas follows:BUFFALO RUN Annexation Agreement1609 Beginning at the Southwest 1/16th comer of Section 23, Township 2 South, Range 5East, Principal Meridian, also being the Northwest Comer of Meadow Creek SubdivisionPhase 1, Plat J-453, the Point of Beginning; thence SO°01'33"W along the westernboundary of Meadow Creek Subdivision Phase 1, Plat J-453, a distance of 665.57' to afound aluminum cap monument, being the Northeast comer of Deed 146 Film 3341;thence S89°52'06"W along the north line of Deed 146 Fihn 3341 Arough a 30 footwitness comer, aluminum cap monument a distance of 1330.04' to the West section lineof Section 23, Township 2 South, Range 5 East, Principal Meridian, being the NorthwestComer of Deed 146 Film 3341; thence S89°52'06"W a distance of 30.00' to the WestRight-of-Way line of the Fowler Lane County Road Easement; thence NO°05'46"W alongsaid County Road Easement Right-of-Way a distance of 665.51'; thence N89°51'57"E adistance of 30.00' to the S 1/16th comer of Section 23 Township 2 South, Range 5 East,Principal Meridian, being the Southwest comer of COS 2074, DOC # 375838;thenceN89°51'57"E along the south line of COS 2074, DOC # 375838, through a 30 footwitness comer, aluminum cap monument a distance of 1331.45' to the Point ofBeginning.The area of the above described parcel of land is 20.79 acres, more or less, and all as depictedon the BUFFALO RUN Annexation Map.WHEREAS, the Landowner petitioned the City for annexation to the City of theBUFFALO RUN ANNEXATION; andWHEREAS, the BUFFALO RUN ANNEXATION is not within the corporate limits ofthe City or other municipality and may therefore be annexed to the City in accordance with theprovisions of this Agreement and Title 7, Chapter 2, Part 46, Mont. Code Aim.; andWHEREAS, all parties recognize the annexation of the BUFFALO RUN ANNEXATIONpursuant to Section 7-2-4601, et seq., Mont. Code Ann. will aUow the BUFFALO RUNANNEXATION to connect to and utilize City services, including municipal water and sewerservice, parks and recreation, fire and police services, and the City's transportation system; andWHEREAS, Section 7-2-4610, Mont. Code Aim. provides that a municipality andlandowner can agree to the provisions of services to the area to be annexed; andBUFFALO RUN Annexation Agreement2610 WHEREAS, the parties recognize additional development on the BUFFALO RUNANNEXATION will impact area parks, recreation, transportation, police, and fire services, andthat future improvements may require additional public infrastmcture street improvementsincluding transportation for traffic circulation and the provisions of parks, recreation, police, andfire services; andWHEREAS, the Landowner finds this Agreement will provide for the most satisfactoryand dependable water supply and sewer supply or service, and provide transportation, parks,recreation, police and fire service for development of the BUFFALO RUN ANNEXATION; andWHEREAS, the parties have determined that it is in the best interests of the City andLandowner, and in furtherance of the public health, safety and welfare of the coinmunity to entermto and implement this Agreement.WITNESSETH:IN CONSIDERATION of the mutual covenants and agreements herein contained, theparties hereto agree as follows:1. RecitalsThe above recitals are tme and correct.2. AnnexationThe Landowner filed an application for annexation of the BUFFALO RUNANNEXATION with the City on February 22, 2021. By execution offhis Agreement, the Citymanifests its intent to annex the BUFFALO RUN ANNEXATION tract pursuant to the terms andconditions of this Agreement. Subject to the provisions of Title 7, Chapter 2, Part 46, Mont. CodeAnn. the City shall, upon execution of this Agreement, adopt a Resolution of Annexation of theBUFFALO RUN ANNEXATION. Further, upon the execution of this Agreement, the LandownerBUFFALO RUN Annexation Agreement 3IiI611 shall do all fhings required by this Agreement and all things necessary and proper to aid and assistthe City in carrying out the terms, conditions and provisions of this Agreement and to effect theannexation of the BUFFALO RUN ANNEXATION.3. Services ProvidedThe City will, upon annexation, make available to the BUFFALO RUN ANNEXATIONexisting City services only to the extent currently available, or as provided in this Agreement.4. Municipal Water Service DefinedThe term "municipal water service" as is used in this agreement shall be the service whichis supplied by the City m accordance with Chapter 40, Article 2, Bozeman Municipal Code, asamended, as well as any other terms and conditions which apply to the City's provision ofmunicipal water service but does not include the extension of lines or construction of necessaryimprovements at any cost to the City for delivery of water to and within the BUFFALO RUNANNEXATION. Nothing in this Agreement shall obligate the City to pay for right-of-wayacquisition, engineering, constmction, and other costs for the delivery of water to or within theBUFFALO RUN ANNEXATION to include, but not limited to, any impact fees, hook-up,connection, or development charges which have been or may be established by the City.5. Municipal Sewer Service DefinedThe term "municipal sewer service" as is used in this Agreement shall be the service whichis supplied by the City in accordance with Chapter 40, Article 3, Bozeman Municipal Code, asamended, as well as any other tenns and conditions which apply to the City's provision of thisservice but does not include the extension of lines or constmction of necessary improvements atany cost to tfae City for collection of sewage at and within the BUFFALO RUN ANNEXATION.Nothing in this Agreement shall obligate the City to pay for right-of-way acquisition, engineering,BUFFALO RUN Annexation Agreement 4612 construction, and other costs for the collection of sewage services to or within the BUFFALORUN ANNEXATION to include, but not limited to, any impact fees, hookup, coimection, ordevelopment charges which may be established by the City.6. Water and Sewer ConnectionsLandowner understands and agrees that the existing residence on the property must beconnected to City water and sewer utilities when the municipal water and sewer systems are within200 feet of the existing home. Water and sewer services must be constructed in accordance withdesign and specifications approved by the City prior to the installation of the water and sewer lines.Landowner must contact the City Water and Sewer Division to obtain details of constructionrequirements. Landowner must notify the City Water and Sewer Superintendent a minimum of 48hours prior to construction of the services and disconnection of the well and septic systemabandomnent.Landowner further understands and agrees that prior to connection to the City water andsewer system, the existing on-site sewage tt-eatment system must be properly abandoned andcertification provided to the City Water and Sewer Division that the abandonment occurred. TheLandowner must report the abandoiunent to the Gallatin City County Health Department. Inaddition to abandonment of the septic tank and leach field, the applicant must demonstrate that thesanitary sewer line from the house to the septic tank has been completely disconnected from theexisting septic system prior to the Landowner connecting the sanitary sewer line coming from thehouse to the City sanitary sewer system.Any wells presently used for domestic purposes may be retained for irrigation only, withno physical connection to domestic water piping. Certification that there is no physical connectionbetween an on-site well and the domestic water line coming from the City's water supply to theBUFFALO RUN Annexation Agreement 5613 house must be provided. The City Water and Sewer Division may perform an inspection of theproperty and certify that the discoimection of the well and septic system abandonment are properlycompleted. Landowner understands and agrees that if Landowner fails to properly abandon theexisting septic system and/or fails to discoimect the existing well from the domestic water pipingas required herein the City may upon ten day's written notice to the Landowner terminate waterand/or sewer services to the property. Costs of all disconnects and/or subsequent reconnects shallbe borne by Landowner.7. Water RightsThe Landowner specifically recognizes and agrees the Landowner must provide waterrights or cash in-lieu of water rights upon further development or subdivision of the property inaccordance with Section 38.410.130, Bozeman Municipal Code as may be amended. The City willcalculate the amount of water rights or cash-in-lieu thereof due at the time of further developmentor subdivision of the property based on the annual demand for volume of water the developmentwill require multiplied by the most current annual unit price in effect on the date the water rightsare transferred or payment-in-lieu of water rights is to be made to the City. As such, the Landowneracknowledges that the rates for cash m-1ieu of water rights may increase over time as establishedby Resolution of the City Commission. The applicant must perfbnn a water rights search todetermine if any exist for this property. The Landowner must transfer any water rights that existfor this property to the City ofBozeman prior to development. If insufficient water rights exist,the Landowner must pay cash in lieu of water rights, in an amount determined by the Director ofPublic Service, prior to development.BUFFALO RUN Annexation Agreement6614 8. Comprehensive Water and Sewer Design ReportPrior to future development of the property the City may require the Landowner to haveprepared by a Professional Engineer, at Landowner's sole expense, a comprehensive design reportevaluating existing capacity of sewer and water utilities in the area. The report must includehydraulic evaluations of each utility for both existing and post-development demands, and thereport findings must demonstrate adequate capacity to serve the full development of the land. Ifadequate infrastructure capacity is not available for the proposed development, the report mustidentify water or wastewater system improvements necessary for the proposed development. Ifimprovements to this water or wastewater system are necessary, the Landowner agrees prior todevelopment of the BUFFALO RUN ANNEXATION to complete, at Landowner's expense, thenecessary system improvements to serve the proposed development.9. Future Development LimitationsThe Landowner shall be responsible for installing all facilities required to provide fullmunicipal services to the property in accordance with the City's Infrastructure Master Plans andall City regulations, policies and guidelines that may be in effect at the time of any futuredevelopment. Thus, Landowner understands and agrees Landowner has no right, either granted orimplied, for it to further develop any of the BUFFALO RUN ANNEXATION until it is verifiedby the City that the necessary municipal services, including but not limited to police and fireprotection, parks and recreation, transportation, and sewer and water capacity, are available to allor a portion of the BUFFALO RUN ANNEXATION. Notice is thus provided to the Landownerthat prior to additional development of the property, the Landowner will be solely responsible forinstalling, at Landowner's sole expense, any facilities or infrastructure required to provide fullmunicipal services to the BUFFALO RUN ANNEXATION in accordance with the City'sBUFFALO RUN Annexation Agreement 7615 infrastructure plans, adopted Growth Policies/Community Plans, and all other city regulations,policies and guidelines that may be in effect at the time of development.10. Stormwater Master PlanLandowner understands and agrees a Stonnwater Master Plan for the BUFFALO RUNANNEXATION for a system designed to remove solids, oils, grease, and other pollutants fromthe nmoff from public streets and other impermeable surfaces may be required to be provided toand approved by the City Engineer at the time of any future development. The plan mustdemonsti'ate that adequate treatment ofrunofffrom public streets, other impermeable surfaces, andall future lots will be achieved by providing spot elevations, flow direction arrows, detentionand/or retention basin details (including basin sizing calculations and basin typical sections), outletstructure details, and culvert capacity calculations. The plan must also locate and provideeasements for adequate drainage ways within the BUFFALO RUN ANNEXATION to transporttreated runoff to the stonnwater receiving channel. The plan shall include site grading andelevation infonnation, typical stormwater detention/retention basin and discharge structure details,basin sizing calculations, and stormwater maintenance plan. Landowner recognizes the City mayrequire such Stormwater Master Plan to be implemented in all or part as a condition of approvalof development of the BUFFALO RUN ANNEXATION.11. Waiver of meht-to-Protest Special DistrictsA. Landowner shall execute a Waiver of Right-to-Protest Creation of SpecialImprovement Districts (SID) or Special Districts for street and transportation improvementsincluding design and engineering, paving and subsurface improvements, curb and gutter, sidewalkor shared use path, stormwater dramage facilities, and fiber optic conduit for those portions of a)South 27 Avenue, b) Blackwood Road, c) West Graf Street, and d) Fowler Lane and signalizationBUFFALO RUN Annexation Agreement 8616 or other traffic control improvements for the following intersections: e) Blackwood Road andFowler Lane, f) Fowler Lane and West Graf Street, g) Blackwood Road and Soufh 27th Avenue,h) Blackwood Road and Soufh 19 Avenue, and i) Fowler Lane and Stocky Road as set forth inExhibit "A". The Landowner agrees such SID or special districts will provide a mechanism for thefair and equitable assessment ofconstinction and maintenance costs for such improvements. Thewaiver is attached hereto as Exhibit "A" and is hereby incorporated in and made a part of fhisAgreement.B. Landowner agrees that in the event a SID is not utilized for the completion of theseimprovements as described in subsections A above, the Landowner shall participate in analternative financing method for the completion of the improvements on a fair share, proportionatebasis as determined by the City on the basis of the square footage of property, taxable valuation ofthe property, traffic contribution from the development or a combination thereof.C. Landowner understands and agrees that the City will choose creation of a SID orspecial district or an alternative financing method for the completion of the improvements and mayuse either financing option at any time.12. Public Street and Utility EasementsA. The Landowner understands and agrees that along the fall norfh-south length of thewesterly boundary of Landowner's property, a public street and utility easement must be providedat the time Landowner returns the signed annexation agreement to complete the eastern half of aone hundred (100) foot right of way from the centerline of the existing Fowler Lane easement forextensions of Fowler Lane as depicted in the Bozeman Transportation Master Plan. TheLandowner understands and agrees that the public street and utility easement must be provided atthe time Landowner returns the signed annexation agreement. The Landowner, at its sole expense,BUFFALO RUN Annexation Agreement 9617 has created such easements in a location and form agreeable to the City and the easements will befiled at the Gallatin Coimty Clerk and Recorder's Office. The Landowner further understands andagrees that additional public sta-eet and utility easements may be required for delivery of municipalservices with future development and such easement shall be provided at the Landowner's soleexpense.B. The Landowner understands and agrees that with future development theLandowner must either provide their respective Kurk Drive Right of Way (ROW) that matches theexisting cross section easement width adjacent to Meadow Creek Park as a public street and utilityeasement from the eastern property boundary to Fowler Lane ROW; or should the alignment ofKurk Drive not follow the norfhem property boundary, provide a 60 foot wide public street andutility easement from the existing endpoint of Kurk Drive to the Fowler Lane ROW, prior tocommencement of construction of any public infrastructure on the site.13. Street ImprovementsA. The Landowner understands and agrees that at the time of future development theportion of Fowler Lane and its related transportation infrastructure fronting the BUFFALO RUNANNEXATION must be improved to a City standard.B. The Landowner understands and agrees that at the time of future development theCity may require expansions to the arterial and collector network off-site from the BUFFALORUN ANNEXATION to provide adequate emergency access, pedestrian, and vehicle capacity tothe BUFFALO RUN ANNEXATION.///BUFFALO RUN Annexation Agreement10618 14. Impact FeesLandowner acknowledges that annexation and development of their property will impactthe City's existing street, water and sewer infrastructure, and the City's fire service. As approvedby the City, the Landowner and its successors must pay:A) Fire impact fees equal to the amount per Chpt. 2, Art. 6. Div. 9 BMC, or asamended, at time of issuance of a building pennit.B) Transportation impact fees equal to the amount per Chpt. 2, Art. 6. Div. 9 BMC,or as amended, at time of issuance of a building pennit.C) Water impact fees as required by Chpt. 2, Art. 6. Div. 9 BMC, or as amended, atthe time ofcoimection to city water services.D) Sewer impact fees as required by Chpt. 2, Art. 6. Div. 9 BMC, or as amended, atthe time of connection to city sewer services.The amount of impact fee the Landowner or its successors pay for connection to the city'swater and sewer services, if any, shall be calculated based on the provisions of the BozemanMunicipal Code, as amended, in effect at the time of application for a permit to connect. Theamount of street or fire impact fees to be paid, if any, shall be calculated based on the provisionsof the Bozeman Municipal Code, as amended, in effect at the time an application for buildingpermit is submitted.Landowner further understands and agrees that any improvements, either on-site or off-site, necessary to provide connection of the BUFFALO RUN ANNEXATION municipal servicesand which are wholly attributable to the property as detennined exclusively by the City areconsidered "project related improvements" as defined in Chapter 2, Article 6, Division 9, BozemanMunicipal Code, as amended, and as such, are not eligible for impact fee credits.If Landowner defaults on this condition at the time such is to be performed, and shoulddefault not be remedied or corrected within thirty (30) days after written notice by City to theLandowner and Landowner/Developer of such defaiilt, City may at its option:BUFFALO RUN Annexation Agreement11619 A) Declare the amounts owing for impact fees munediately due and payableand City shall have the right and privilege to take legal action againstLandowners for the collection of such sum, including the entry of anyjudgment. In addition, the City may, at its option, enforce payment of suchamount by levying an assessment on the property.B) Elect any other remedy available to City under the laws of the State ofMontana.15. Charges and AssessmentsLandowner understands and agrees that after this Agreement is recorded the BUFFALORUN ANNEXATION will be subject to City charges and assessments for arterial and collectorstreets, street maintenance, and tree maintenance on the same basis as all other properties in theCity.16. Payback DistrictsLandowner understands and agrees that the BUFFALO RUN ANNEXATION is wifhin theMeadow Creek Subdivision payback district boundary for sewer improvements. The applicantmust pay the payback districts upon future development. Reference document Gallatin CountyClerk and Recorder documents 2293493 and 2374743.17. Park DedicationNot less than one-halfofthe required land dedication for park impact mitigation shall beprovided adjacent to and as an expansion of the Meadow Creek Park bounded by Kurk Drive,South 30th Avenue, and Meah Lane.18. Park ConfieurationAny area of Meadow Creek Park displaced to provide street connection or other service tothe property shall be replaced as additional area to the park dedication otherwise required ofthe property.BUFFALO RUN Annexation Agreement12I620 19. Construction LimitationDue to high groundwater levels no basements are pemiitted with future development. Nocrawl spaces will be permitted with future development of the site, unless a professionalengineer registered in the State of Montana certifies that the lowest point of any proposedstructure is located above the seasonal high groundwater level and provides supportinggroundwater data prior to the release of building permit. In addition, sump pumps are notallowed to be connected to the sanitary sewer system. Sump pumps are also not allowed to beconnected to the drainage system unless capacity is designed into the drainage system to acceptthe pumped water. Water from sump pumps may not be discharged onto streets, such as intothe curb and gutters where they may create a safety hazard for pedesta^ans and vehicles.20. Additional TermsThe parties recognize these documents must be filed and of record with the Gallatin CountyClerk and Recorder prior to the sale of any land within the BUFFALO RUN ANNEXATION. Theparties further agree that the City may file these documents at any time.21. Governing Law and VenueThis agreement shall be constmed under and governed by the laws of the state of Montana.In the event of litigation, venue is in the Eighteenth Judicial District Court, in and for County ofGallatin, State of Montana.22. Attorney's FeesIn the event it becomes necessary for either party to this Agreement to retain an attorneyto enforce any of the terms or conditions of this Agreement, then the prevailing party shall beBUFFALO RUN Annexation Agreement13621 entitled to reasonable attorney's fees and costs, to include the salary and costs ofin-house counselincluding City Attorney.23. WaiverNo waiver by either party of any breach of any tenn, covenant or agreement shall bedeemed a waiver of the same or any subsequent breach of this same or any other term, covenantor agreement. No covenant, tenn or agreement shall be deemed waived by either party unlesswaived in writing.24. Invalid ProvisionThe invalidity or unenforceability of any provision of this agreement shall not affect theother provisions hereof, and this Agreement shall be constmed in all respects as if such invalid orunenforceable provision were omitted.25. Modifications or AlterationsNo modifications or amendment of this Agreement shall be valid unless evidenced by awriting signed by the parties hereto.26. No AssienmeatIt is expressly agreed that the Landowner and/or Landowner/Developer shall not assignthis Agreement in whole or in part without prior written consent of the City.27. SuccessorsThis Agreement shall be binding upon, inure to the benefit of and be enforceable by theparties hereto and theu- respective heirs, successors and assigns and specifically to any subsequentpurchaser of the annexed property.BUFFALO RUN Annexation Agreement14622 28. Covenants to Run with the LandThe parties intend that the terms of this Agreement shall benefit the BUFFALO RUNANNEXATION and shall be covenants running with the land and shall not expire at their deathsor upon transfer of ownership of the property.The undersigned Landowner afiGrms that they have authority to enter into this Agreementand to bind themselves to this Agreement.IN WITNESS WHEREOF, the parties hereto have caused this agreement to be executed theday and year first above written.LANDOWNER: BUFFALO RUN BOZEMAN LLC ^_^4_/^—--STATE OF MONTANA )COUNTY OF GALLATIN):ssOn this "I'3' day of ^r pr; IBy: Derek WiUiamsIts: M^^&g^C, 2021, before me, the undersigned, a Notary Publicfor the State of Montana, personally appeared Derek Williams as /A^Ala-trfor Buffalo Run Bozeman LLC and acknowledged to me that he executed the same for and onbehalf of landowner.EST WITNESS WHEREOF, I have hereunto set my hand and affixed my official seal theday and year first above written.(SEAL)^^•c. /n.^,-<M"E'O^ CYNTHIA M EDGMOND^^v: . . . ~V^\ Notary Public^.^o'TAR^^.^for the State of Montanal^^c,,;7T';?J _ Residing at:^(J^.SKAL ^? Bozeman, MontanaMy Commission Expires:'%"UF,,^"" ' Decemb'er 8, 2024^(Printed'Name Here)Notary Public for the State of MontanaResiding at i3oZ^T-i.A<-) Myn^&/7<-My Commission Expires: i2 . 00. 20 ZQ(Use 4 digits for expiration year)BUFFALO RUN Annexation Agreement15623 LANDOWNER: BUFFALO RUN BOZEMAN LLC6ih^rA/\ r.r^£^By; Courtney McBjickardIts:STATE OF COLORADO):ssCOUNTY OF:5€.)On thisday of, 2021, before me, the undersigned, a Notary Publicfor the State of Colorado, personally appeared Courtney McRickard as{\f\?^V\\7<L-\/^ _ for Buffalo Run Bozeman LLC and acknowledged to me that sheexecuted the same for and on behalf of landowner.IN WITNESS WHEREOF, I have hereunto set my hand and affixed my official seal theday and year first above written.w(Printed Name Here)Notary Public for the State of Colorado(SEAL)TYLER DEAN SANDERNOTARY PUBLICSTATE OF COLORADONOTARY ID 20194015168MY COMMiSSiON EXPIRES 04/19/2023LANDOWNER: BUFFALO RUN BOZEMAN LLCBy: GIenn S. KunkelIts:STATE OF COLORADO ):ssCOUNTY OFOn thisday ofJ, 2021, before me, the undersigned, a Notary Publicfor the State of Colorado, personally appeared Glena S. Kunkel asfor Buffalo Run Bozeman LLC and acknowledged to me that he executed the same for and onbehalf of landowner.IN WITNESS WHEREOF, I have hereunto set my hand and affixed my official seal theday and year first above written.(SEAL)BUFFALO RUN Annexation Agreement(Printed Name Here)Notary Public for the State of Colorado16A624 LANDOWNER: BUFFALO RUN BOZEMAN LLCBy: Courtney McRickardIts:STATE OF COLORADO ):ssCOUNTS OFOn thisday of.), 2021, before Die, the undersigned, a Notary Publicfor the State of Colorado, personally appeared Courtney McRickard asfor Buffalo Run Bozeman LLC and acknowledged to me that sheexecuted the same for and on behalf of landowner.IN WITNESS WHEREOF, I have hereunto set my hand and affixed my official seal theday and year first above written.(SEAL)(Printed Name Here)Notary Public for the State of ColoradoLANDOWNER: BUFFALO RUN BOZEMAN LLBy: GI^naTS. KunkelIts: ^{^^^-^{^QK.A^-^STATE OF COLORADO )COUNTY OF ^^(^):ssOn this ^f day of f\f\^^_, 2021, before me, the undersigned, a Notary Publicfor the State of Colorado, peAonally appeared Glenn S. Kunkel asfor Buffalo Run Bozeman LLC and acknowledged to me that he executed the same for and onbehalf of landowner.IN WITNESS WHEREOF, I have hereunto set my hand and affixed my official seal theday and year first above written.CANDICE REED(SriA©)TARY PUBLICSTATE OF COLORADO (Printed N^ie Here)'NOTARY ID 20174048742 Notary Public for the State of Colorado^ "~~ 16-^^-A^-/^ ^Tt ^^-^625 CITy OF BOZEMANBy: JeffMiheUch, City ManagerATTEST:Mike Maas, City ClerkSTATE OF MONTANA ):ssCOUNTS OF GALLATIN )On thisday of._, 2021, before me, a Notary Public for thestate of Montana, personally appeared JeffMihelich and Mike Maas, known to me to the personsdescribed in and who executed the foregoing instrument as Interim City Manager and City Clerkrespectively, of the City ofBozeman, whose names are subscribed to the within instrument andacknowledged to me that they executed the same for and on behalf of said City.W WITNESS WHEREOF, I have hereunto set my hand and affixed my official seal the day andyear first above written.(SEAL)(Printed Name Here)Notary Public for the State of MontanaResiding atMy Commission Expires:_(Use 4 digits for expiration year)BUFFALO RUN Annexation Agreement17626 EXHIBIT "A"WAIVER OF MGHT TO PROTESTCREATION OF SPECIAL IMPROVEMENT DISTRICTSBUFFALO RUN ANNEXATIONThe undersigned owner of the real property situated in the County ofGallatin, State of Montana,and more particularly described as follows:A description of land being the N IA SW '/4 SW IA of Section 23, Township 2 South, Range 5East, Principal Meridian, Gallatm County, Montana, more particiilarly described as follows:Beginning at the Southwest 1/16th comer of Section 23, Township 2 South, Range 5 East,Principal Meridian, also being the Northwest Comer of Meadow Creek Subdivision Phase 1,Plat J-453, tfae Point of Beginning; thence SO°01'33"W along the western boundary ofMeadow Creek Subdivision Phase 1, Plat J-453, a distance of 665.57' to a found aluminum capmonument, being the Northeast comer of Deed 146 Fihn 3341; thence S89°52'06"W along thenorth line of Deed 146 Film 3341 through a 30 foot witness comer, aluminum cap monument adistance of 1330.04' to the West section line of Section 23, Township 2 South, Range 5 East,Principal Meridian, being the Northwest Comer of Deed 146 Film 3341; thence S89°52'06"W adistance of 30.00' to the West Right-of-Way line of the Fowler Lane County Road Easement;thence NO°05'46"W along said County Road Easement Right-of-Way a distance of 665.51';thence N89°51'57"E a distance of 30.00' to the S 1/16th comer of Section 23 Township 2South, Range 5 East, Principal Meridian, being the Southwest comer of COS 2074, DOC #375838; thence N89°51'57"E along the south line of COS 2074, DOC # 375838, through a 30foot witness comer, aluminum cap monument a distance of 1331.45' to the Point of Beginning.The area of the above described parcel of land is 20.79 acres, more or less.IN CONSIDERATION of receiving approval for annexation of the subject property from theCity of Bozeman, along with accompanying rights and privileges and for other and valuableconsideration, the receipt of which is hereby acknowledged, and in recognition of the impacts to a) South27th Avenue, b) Blackwood Road, c) West Graf Street, and d) Fowler Lane and signalization or othertraffic control iinprovements for the following intersections: e) Blackwood Road and Fowler Lane, f)Fowler Lane and West Graf Street, g) Blackwood Road and South 27th Avenue, h) Blackwood Road andSouth 19ih Avenue, and i) Fowler Lane and Stucky Road which will be caused by the development ofthe above-described property, the owner has waived and does hereby waive for itself, its successors andBUFFALO RUN Aimexation Agreement 1 8627 assigns forever the right to protest the creation of one or more special improvement districts for thedesign and engineering, construction and maintenance of following improvements:a. Street improvements to S. 27th Avenue bettveen Blackwood Road and West Graf Sfa-eetincluding lighting, signalization, paving, curb/gutter, sidewalk, and stomi drainage.b. Street improvements to Blackwood Road between Fowler Lane and South 19th Avenueincluding lightmg, signalization, paving, curb/gutter, sidewalk, and storm drainage.c. Street improvements to West Graf Street between Fowler Lane to South 19th Avenueincluding lighting, signalization, paving, curb/gutter, sidewalk, and stonn drainage.d. Street improvements to Fowler Lane between Blackwood Road and Stucky Roadincluding lighting, signalization, paving, curb/gutter, sidewalk, and storm drainage.e. Intersection improvements at Blackwood Road and Fowler Lane including lighting,signalization/chamielization, paving, curb/gutter, sidewalk, and storm drainage.f. Intersection improvements at Fowler Lane and West Graf Street including lighting,signalization/channelization, paving, curb/gutter, sidewalk, and storm drainage.g. Intersection improvements at Blackwood Road and South 27th Avenue mcludinglighting, signalization/chamielization, paving, curb/gutter, sidewalk, and stonndrainage.h. latersection improvements at Blackwood Road and South 19th Avenue includinglighting, signalization/chaimelization, paving, ciirb/gutter, sidewalk, and stormdrainage.i. Intersection improvements to Fowler Lane and Stucky Road including lighting,signalization/channelization, paving, curb/gutter, sidewalk, and storm drainage.Landowner agrees the City has the sole right to control the design and constmction of suchimprovements and may include any of the above components and others necessary to ensure suchimprovements comply with all adopted City infrastmcture plans and requirements. Further, theLandowner waives its right or to make any written protest against the size or area or creation of theBUFFALO RUN Annexation Agreement 1 9628 district be assessed in response to a duly passed resolution of intention to create one or more specialimprovement districts which would include the above-described property.In the event a SID is not utilized for the completion of these improvements, the developer agreesto participate in an alternate financing method for the completion of said improvements on a fair share,proportionate basis as detemiined by the City on the basis of the square footage of property, taxablevaluation of the property, traffic contribution from the development or a combination thereof.Landowner understands and agrees that the City will choose creation of a SID or special district or analternative financing method for the completion of the improvements and may use either financing optionat any time.This waiver is made for the benefit of the property described herein shall be a covenant runningwith the land.The terms, covenants and provisions of this waiver shall extend to, and be binding upon thesuccessors-m-interest and assigns of the Landowner.DATED thisday of,2021.BUFFALO RUN Annexation Agreement20629 LANDOWNER: BUFFALO RUN BOZEMAN LLC^4 /2^-By:DerekWUUamsIts: ^fc^5^C^STATE OF MONTANA )COUNTY OF GALLATIN):ssOn this ~]^*' day of A-ipri \ _, 2021, before me, the undersigned, a Notary Publicfor the State of Montana, personally appeared Derek Williams as )/YV.<^.\O^Y' _for BuffaloRun Bozeman LLC and acknowledged to me that they executed the same for and on behalf oflandowner.IN WITNESS WHEREOF, I have hereunto set my hand and affixed my official seal the day andyear first above written.(SEAL)^"M£%'^ CYNTHIA M EDGMOND"^:<:\'-.L'''%X . . Notary Public\jg^o'^Ri^^\for the State of MontanaI*,". S^ AT ;'*J ^ Residingat:^x°.I''AL^ Bozeman, Montana^MO'^ My_Commission Expire!December 8, 20241/4. m.fcT^^n/^^/(Printed Name Here)Notary Public for the State of illAi-bu^A-Residing at k>oi<,/r\g-n. /r?c>/i^z&-My Commission Expires: /2 • <9? • Z02.ci(Use 4 digits for expiration year)BUFFALO RUN Annexation Agreement21630 LANDOWNER: BUFFALO RUN BOZEMAN LLC^^^^[ cABy: Courtney McRick^rdIts:STATE OF COLORADO )COUNTY 0¥l^WWr )On this ^<h- day of /^H? _, 2021, before me, the undersigned, a Notary Public for theState of Colorado, personally appeared Courtney McRickard as /^iM.kuC _ forBuffalo Run Bozeman LLC and acknowledged to me that she executed the same for and on behalf oflandowner.IN WITNESS WHEREOF, I have hereunto set my hand and affixed my official seal the day andyear first above written.{SEAL). ^/yi(Prmted Name Here)TYLER DEAN SANDERNOTARY PUBLICSTATE OF COLORADONOTARY ID 20194015168MY COMFi'ISSION EXPIRES 04/19/2023Notary Public for the State of ColoradoLANDOWNER: BUFFALO RUN BOZEMAN LLCBy: GIenn S. KunkelIts:STATE OF COLORADO ):ssCOUNTS OF )On this _ day of_, 2021, before me, the undersigned, a Notary Public for theState of Colorado, personally appeared Glenn S. Kunkel as _ for BuffaloRun Bozeman LLC and acknowledged to me that he executed the same for and on behalf oflandowner.IN WITNESS WHEREOF, I have hereunto set my hand and affixed my official seal the day andyear first above written.(SEAL)(Printed Name Here)Notary Public for the State of ColoradoBUFFALO RUN Annexation Agreement22631 LANDOWNER: BUFFALO RUN BOZEMAN LLCBy: Courtney McRickardIts:STATE OF COLORADO ):ssCOUNTS OF _ )On this _ day of_, 2021, before me, the undersigned, a Notary Public for theState of Colorado, personally appeared Courtney McRickard as _ forBuffalo Run Bozeman LLC and acknowledged to me that she executed the same for and on behalf oflandowner.IN WITNESS WHEREOF, I have hereunto set my hand and affixed my official seal the day andyear first above written.(SEAL)(Printed Name Here)Notary Public for the State of ColoradoLANDOWNER: BUFFALO RUN BOZEMAN LLC/By: GlenS^ KunkelIts: ^^ft^ He»^STATE OF COLORADO )COUNTS OF ^^Q^JOn this ^ day of f^ift^. 2021, before me, the undersigned, a Notary Public for theState of Colorado, personally appeared Glenn S. Kxuikel as /<>fe«diu-i fts^be^ _ for Buffalo:ssRun Bozeman LLC and acknowledged to me that he executed the sam^for and on behalf oflandowner.IN WITNESS WHEREOF, I have hereunto set my hand and afGxed my official seal the day andyear first above written.(S^.DICEREED"NOTARY PUBLICSTATE OF COLORADONOTARY ID 20174048742{\i'^eif\^€^t\f^^Blent(Printed Name Here)Notary Public for the State of Colorado22632 LANDOWNER: BUFFALO RUN BOZEMAN LLCBy: Courtney McRickardIts:STATE OF COLORADO):ssCOUNF^ OFOn thisday of.), 2021, before me, the undersigned, a Notary Public for theState of Colorado, personally appeared Courtney McRickard as _ forBuffalo Run Bozeman LLC and acknowledged to me that she executed the same for and on behalf oflandowner.EN WITNESS WHEREOF, I have hereunto set my hand and affuced my official seal the day andyear first above written.(SEAL)(Printed Name Here)Notary Public for the State of ColoradoLANDOWNER: BUFFALO RUN BOZEMAN LLCSTATE OF COLORADO )COUNTY OF ^fi^^JOn this <i^ day of _:ssl^-L.»/By: Glenfrg. KunkelIts: /^*^fl^ He»^, 2021, before me, the undersigned, a Notary Public for theState of Colorado, personally appeared Glenn S. Kunkel as /^fcMAiu-t 'Wi^aae for BuffaloRun Bozeman LLC and acknowledged to me that he executed the sam^for and on behalf oflandowner.IN WITNESS WHEREOF, I have hereunto set my hand and affixed my official seal the day andyear first above written.(S]^.D}CEREEDNOTARY PUBLICSTATE OF COLORADONOTARY ID 20174048742B^g9W^tWPJ^^^^^-§8ihentIISjQj'tf-'/^VP ^\^J7^^(Fruited Name Here)Notary Public for the State of Colorado22633 N89°51'57"E 1331.45' S89°52'06"W 1330.04'S0°01'33"W 665.57'S89°52'06"W 30.00' N89°51'57"E 30.00'N0°05'46"W 665.51'S0°05'46"E 665.51'BRAWNE R D I A N E L . R E V TRUST D A T E D 0 7 / 2 3 / 1 4 C.O.S. 207 4 MEADOW C R E E K PARTNER S L L C MEADOW C R E E K SUBDIVIS I O N P H A S E 1 NEESE U R S U L A N12 S12 SW14 SW14 SECTION 2 3 T 2 S R 5 E KOUNTZ D A Y L E H . MARITAL T R U S T S12 SE14 SECTIO N 2 2 T2S R5E BRAWNE R D I A N E L . R E V TRUST DA T E D 0 7 / 2 3 / 1 4 C.O.S 186 1 N12 SW14 SW14 SECTION 23 T2S R5E GALLTIN COUNTY, MT 20.33 ACRES CHRISTE N S E N J O N C & ELIZAB E T H R S12 S12 SW14 SW14 SECTION 2 3 T 2 S R 5 E KOUNTZ D A Y L E H TRACT 1 SE14 SE14 SECTION 2 2 T 2 S R 5 E KOUNTZ D A Y L E H . MARITAL T R U S T N12 SE14 SECTIO N 2 2 T2S R5E KURK DRIVE (30' - ROW)SOUTH 30TH AVE. (60' - ROW)SOUTH 31TH AVE. (40' - ROW)FOWLER LANE (60' - ROW)DYH E8S E8S E8S E8S E8S E8S E8S E8S E8S E8S E8S E8S E8S E8S E8S E8S E8S E8S E8S E8S E8S E8S E8S E8S E8S E8S E8S E8S E8S E8S E8S E8S E8S E8S E8S E8S E8S E8S E8S E8S E8S E8S E8S E8S E8S E8S E8S E8S E8S E8S E8S E8S E8S E8S E8S E8S E8S E8S E8S E8S E8S E8SE8SE8SE8SE8SE8SE8SE8SE8SE8SE8SE8SE8SE8SE8SE8SE8SE8SE8SE8SE8SMEAH LANE (60' - ROW) BLACKWOOD RD (45' - ROW) ANNEXATION AREA 20.79 ACRES 150 N ½ SW ¼ SW ¼ of Section 23, Township 2 South, Range 5 East, Principal Meridian, Gallatin County, Montana ANNEXATION AREA SUMMARY TOTAL ANNEXATION AREA:20.79 acres (905,625.40) Sq. Ft. R-3 ZONI N G 2021 BUFFALO RUN - 5400 FOWLER LANE ANNEXATION MAP PROPOSED ZONING: R-4 ZONING:20.79 acres (905,625.40) Sq. Ft. ©COPYRIGHT MORRISON-MAIERLE, INC.,2021 PLOTTED DATE: Feb/24/2021 PLOTTED BY: matt e. ekstrom DRAWING NAME: N:\6475\002 - Topo and Boundary Survey\ACAD\Exhibits\6475002 ANNEXATION MAP 022421.dwg 1/4 SEC.SECTION TOWNSHIP RANGE PROJ. #:SHEET OF PRINCIPAL MERIDIAN, MONTANA COUNTY, MONTANADATE: SCALE: CLIENT: FIELD WORK: DRAWN BY: CHECKED BY: engineers surveyors planners scientists MorrisonMaierle 315 N. 25th Street, Suite 102 Billings, MT 59101 Phone: 406.656.6000 Fax: 406.237.1201 11 GALLATIN 6475.002 1"=150 02/2021 MEE JW 5E 2S 23SW A description of land being the N ½ SW ¼ SW ¼ of Section 23, Township 2 South, Range 5 East, Principal Meridian, Gallatin County, Montana, more particularly described as follows: Beginning at the Southwest 1/16th corner of Section 23, Township 2 South, Range 5 East, Principal Meridian, also being the Northwest Corner of Meadow Creek Subdivision Phase 1, Plat J-453, the Point of Beginning; thence S0°01'33”W along the western boundary of Meadow Creek Subdivision Phase 1, Plat J-453, a distance of 665.57'to a found aluminum cap monument, being the Northeast corner of Deed 146 Film 3341; thence S89°52'06”W along the north line of Deed 146 Film 3341 through a 30 foot witness corner, aluminum cap monument a distance of 1330.04' to the West section line of Section 23, Township 2 South, Range 5 East, Principal Meridian, being the Northwest Corner of Deed 146 Film 3341; thence S89°52'06”W a distance of 30.00' to the West Right-of-Way line of the Fowler Lane County Road Easement; thence N0°05'46”W along said County Road Easement Right-of-Way a distance of 665.51'; thence N89°51'57”E a distance of 30.00' to the S 1/16th corner of Section 23 Township 2 South, Range 5 East, Principal Meridian, being the Southwest corner of COS 2074, DOC # 375838; thence N89°51'57”E along the south line of COS 2074, DOC # 375838, through a 30 foot witness corner, aluminum cap monument a distance of 1331.45' to the Point of Beginning. The area of the above described parcel of land is 20.79 acres, more or less. LEGAL DESCRIPTION POINT OF BEGINNING BOZEMA N COMMU N I T Y P L A N URBAN NEIGHB O R H O O D R-3 ZON I N G EXISTING 60 FOOT RIGHT OF WAY EASEMENT PER COUNTY ROAD BY PETITION NO. 17 EXISTING 60 FOOT RIGHT OF WAY EASEMENT PER PLAT J-453 GALLAT I N C O U N T Y / BOZEMA N A R E A : A S GALLAT I N C O U N T Y / BOZEMA N A R E A : A S GALLAT I N C O U N T Y / BOZEMA N A R E A : A S GALLAT I N C O U N T Y / BOZEMA N A R E A : A S GALLAT I N C O U N T Y / BOZEMA N A R E A : A S PROPOS E D ZONING : R - 4 GALLAT I N C O U N T Y / BOZEMA N A R E A : A S BOZEMA N COMMU N I T Y P L A N URBAN NEIGHB O R H O O D BOZEMA N COMMUN I T Y P L A N URBAN NEIGHBO R H O O D BOZEMA N COMMU N I T Y P L A N URBAN NEIGHBO R H O O D BOZEMA N COMMUN I T Y P L A N URBAN NEIGHBO R H O O D BOZEMA N COMMU N I T Y P L A N URBAN NEIGHBO R H O O D BOZEMA N COMMU N I T Y P L A N URBAN NEIGHB O R H O O D PROPOS E D ZONING : R - 4 BOZEMA N COMMU N I T Y P L A N URBAN NEIGHB O R H O O D 634 After recording return to:Buffalo Run Bozeman, LLC5400 Fowler LaneBozeman, MT 59715PUBLIC STREET AND UTILITY EASEMENTBuffalo Run Bozeman, LLC, a Colorado limited liability company with address of 5400 FowlerLane, Bozeman MT 59718 in consideration of $1.00 and for other and valuable considerations, receipt ofwhich is acknowledged, grants to The City of Bozeman, a municipal corporation of the State of Montana,with offices at 121 North Rouse Avenue, Bozeman, Montana 59715, GRANTEE, its successors andassigns, a perpetual street and utility easement for the use of the public, in, through, and across landsituated in Gallatin County, Montana, to be located on the following described real property:N 1/2 SW 1/4 SW 1/4 of Section 23, Township 2 South, Range 5 East,Principal Meridian, Gallatin County, MontanaThe easement is more particularly described on the attached Exhibit A which by this reference ismade a part hereof.The GRANTOR states that he possesses the real property described above and that he has alawful right to grant an easement thereon.The GRANTOR further agrees that the GRANTEE may peaceably hold and enjoy the rights andprivileges herein granted without any interruption by the GRANTOR.The terms, covenants, and provisions of this easement shall extend to and be binding upon theheirs, executors, administrators, personal representatives, successors, and assigns of the parties hereto.DATED this _ day of _, 20_.[signatures to follow]635 Buffalo Run Bozeman, LLC^ ^^l—vBy: //Derek Williams - MemberSTATE OF MONTANA )County of Gallatin)ss.)On this 1^_ day of A-iO^'l,20 _zi_, before me, the undersigned, a Notary Publicfor the State of Montana, personally appeared Derek Williams known to me to be the person whose nameis subscribed to the within instrument, and acknowledged to me that he did execute the same.IN WITNESS WHEREOF, I have hereunto set my hand and affixed my Notarial Seal the day andyear first above written.(SEAL)^"M'eoX CYNTHIA M EDGMOND^•y •• • • • "^^ Notary Public/.'2.'s for the State of MontanaI ^: or.TT : ? = _ Residing at:^t^.isc./iL^^ Bozeman, Montana'^rte-'.'.r^y MY Commission Expires:x"^F,M>'y 'Decemb~er8,2024~'""lilnWr»^^ /^ ^w/^^/ Notary Public for the State of Montana._/7_i^t KL^hL<- ^ Gd^m^^J(Printed Name)Buffalo Run Bozeman, LLCBy:.Glenn S. Kunkel - MemberSTATE OF COLORADO )COUNTY OF _):ssOn thisday of_, 2021, before me, the undersigned, a Notary Public for theState of Colorado personally appeared Glenn S. Kunkel as a member of Buffalo Run Bozeman LLC andacknowledged to me that he executed the same for and on behalf of landowner.IN WITNESS WHEREOF, I have hereunto set my hand and affixed my official seal the day andyear first above written.(SEAL)(Printed Name Here)Notary Public for the State of Colorado_STATE OF COLORADO ):ssCOUNTY OFOn thisday of_)Buffalo Run Bozeman, LLCBy:.Courtney McRickard - Member., 2021, before me, the undersigned, a Notary Public for theState of Colorado, personally appeared Courtney McRickard as a member of Buffalo Run Bozeman LLCand acknowledged to me that she executed the same for and on behalf of landowner.IN WITNESS WHEREOF, I have hereunto set my hand and affixed my official seal the day andyear first above written.(SEAL)(Printed Name Here)Notary Public for the State of Colorado.2636 Buffalo Rim Bozeman, LLCBy:_Derek Williams - Member))ss.),20 _, before me, the undersigned, a NotarySTATE OF MONTANACounty ofGallatinOn this _ day ofPublic for the State of Montana, personally appeared Derek Williams known to me to be theperson whose name is subscribed to the within instrument, and acknowledged to me that he didexecute the same.IN WITNESS WHEREOF, I have hereunto set my hand and affixed my Notarial Seal theday and year first above written.(SEAL)Notary Public for the State of Montana(Printed Name)Buffalo Run Bp^eman, LLCBy:Glenn S^&kel - MenAer^:ssSTATE OF COLORADO )COUNTY OF jl^.^^.)On this ^ day of ^-Lp^^/ _, 2021, before me, the undersigned, a Notary Publicfor the State of Colorado personally appeared Glenn S. Kunkel as a member of Buffalo RunBozeman LLC and acknowledged to me that he executed the same for and on behalf oflandowner.IN WITNESS WHEREOF, I have hereunto set my hand and affixed my official seal theday and year first above written. ^)CE REED ^.^^<NOTARY PUBLICSTATE OF COLORADONOTARY ID 20174048742MY COMMISSION EXPIRES NOVEMBER 28, 2021 Buffalo Run Bozeman, LLC^AnSJC'^.'t<^0^(Printed Name Here)Notary Public for the State of ColoradoSTATE OF COLORADO )By:Courtney McRickard - Member:ssCOUNTY OFOn thisday ofJ, 2021, before me, the undersigned, a Notary Publicfor the State of Colorado, personally appeared Courtney McRickard as a member of Buffalo Run637 Bozeman LLC and acknowledged to me that he executed the same for and on behalf oflandowner.IN WITNESS WHEREOF, I have hereunto set my hand and affixed my official seal theday and year first above written.(SEAL)(Printed Name Here)Notary Public for the State of ColoradoBuffalo Run Boze/man, LLjfPlBy: 6^S$AjJ^^Q//Courtney McRick^rd - MemberSTATE OF COLORADO ) RRSTBANK, CHERRY CflEEk BRANCH:ss 100 SAINT PAUL ST.COUNTY OF [^wr ) DENVER, CO 80206On this ^^ day of A"^ll _, 2021, before me, the undersigned, a Notary Publicfor the State of Colorado, personally appeared Courtney McRickard as a member of Buffalo RunBozeman LLC and acknowledged to me that she executed the same for and on behalf oflandowner.IN WITNESS WHEREOF, I have hereunto set my hand and affixed my offiyal seal theday and year first above written.(SEAL)PAULLANNONNOTARY PUBLICSTATE OF COLORADONOTARY ID 20154036919MY COMMISSION EXPIRES 09/25/2023'^ / </;^/)^n^(Printed Name Here) tyNotary Public for the State of ColoradoACCEPTED:ATTEST:City ClerkCITY OF BOZEMANBy:City Manager3638 ACCEPTED:CITY OF BOZEMANBy:City ManagerATTEST:City ClerkSTATE OF MONTANA )County of GallatinOn this _ day of)ss.)_, 2_, before me, a Notary Public for the State ofMontana, personally appeared JEFF MIHELICH and MIKE MAAS, known to me to be the City Managerand City Clerk, respectively, of the City of Bozeman and the persons whose names are subscribed to thewithin instrument, and acknowledged to me that they executed the same for and on behalf of the City ofBozeman.IN WITNESS WHEREOF, I have hereunto set my hand and affixed my Notarial Seal the day andyear first above written.(SEAL)Notary Public for the State of Montana(Printed Name)Residing at.My Commission Expires_/__/20_3639 S0°05'46"E 665.51'N89°52'06"E 1330.04'N0°01'33"E 665.57'S89°51'57"W 1331.45' S89°52'06"W 20.00' N89°51'57"E 20.00'N0°05'46"W 665.51'S0°05'46"E 665.51'N1 2 SW1 4 SW1 4 SECTION 23 T2S R5E GALLTIN COUNTY, MT 20.33 ACRES N89°51'57"E 30.00'BRAWNER D I A N E L . R E V TRUST D A T E D 0 7 / 2 3 / 1 4 C.O.S. 20 7 4 NEESE U R S U L A N12 S12 SW14 SW14 SECTION 2 3 T 2 S R 5 E KOUNTZ D A Y L E H . MARITAL T R U S T S12 SE14 SECTION 2 2 T2S R5E 10' PUE 20' ©COPYRIGHT MORRISON-MAIERLE, INC., SHEET NUMBER PROJECT NO.DRAWN BY: FLD WK. BY: CHK. BY: DATE: 2021 N:\6475\002 - Topo and Boundary Survey\ACAD\Survey\6475002 BOUNDARY MASTER.dwg Plotted by jon c. wilkinson on Mar/30/2021 PUBLIC STREET AND UTILITY EASEMENT BOZEMAN MONTANA 6475.002 A JCW JCW MEE 03/2021engineers surveyors planners scientists MorrisonMaierle 2880 Technology Blvd West Bozeman, MT 59718 Phone: 406.587.0721 www.m-m.net 150 P.O.B. EXHIBIT A LEGAL DESCRIPTION A public street and utility easement located in the SW ¼ of Section 23, Township 2 South, Range 5 East, Principal Meridian, Gallatin County, Montana, more particularly described as follows: Commencing at the S 1/16th corner of Section 23 Township 2 South, Range 5 East, Principal Meridian, Montana, also being the Southwest corner of COS 2074, DOC # 375838; thence N89°51'57”E along the south line of said COS 2074 a distance of 30.00 feet to the East Right-of-Way line of the Fowler Lane County Road Easement being the Point of Beginning; thence N89°51'57”E a distance of 20.00 feet; thence S0°05'46”E a distance of 665.51feet; thence S89°52'06”W a distance of 20.00 feet to the East Right-of-Way line of the Fowler Lane County Road Easement; thence N0°05'46”W along said County Road Easement Right-of-Way a distance of 665.51 feet to the Point of Beginning. The area of the above described easement is 0.306 acres, more or less. SURVEYOR'S CERTIFICATE I Jon C. Wilkinson, Professional Land Surveyor, License No. 16411LS, do hereby certify that I conducted this easement survey. Dated this ______ day of ____________, 2021 ___________________________ Jon C. Wilkinson, PLS, CFedS MT Reg. # 16411LS Morrison-Maierle EXISTING 60 FOOT COUNTY ROAD RIGHT OF WAY EASEMENT MEAH LANE S 31st AVEKURK DR 640 Page 1 of 5 ORDINANCE NO. 2069 AN ORDINANCE OF THE CITY COMMISSION OF THE CITY OF BOZEMAN, MONTANA AMENDING THE CITY OF BOZEMAN ZONING MAP TO ESTABLISH INITIAL MUNICIPAL ZONING OF R-4, RESIDENTIAL HIGH DENSITY DISTRICT, BUFFALO RUN ZONE MAP AMENDMENT, APPLICATION 21076. WHEREAS, the City of Bozeman has adopted zoning regulations and a zoning map pursuant to Sections 76-2-301 and 76-2-302, M.C.A.; and WHEREAS, Section 76-2-305, M.C.A. allows local governments to amend zoning maps if a public hearing is held and official notice is provided; and WHEREAS, Section 76-2-307, M.C.A. states that the Zoning Commission must conduct a public hearing and submit a report to the City Commission for all zoning map amendment requests; and WHEREAS, the City of Bozeman Zoning Commission has been created by Section 2.05.2700, BMC as provided for in Section 76-2-307, M.C.A.; and WHEREAS, Chapter 38, Article 2, Part 2 of the Bozeman Unified Development Code sets forth the procedures and review criteria for zoning map amendments; and WHEREAS, the proposed zone map amendment application to amend the City of Bozeman Zoning Map to establish an initial municipal zoning in association with annexation of 20.7 acres has been properly submitted, reviewed, and advertised; and WHEREAS,after proper notice, the Bozeman Zoning Commission held a public hearing on March 22, 2021 to receive and review all written and oral testimony on the request for a zone map amendment; and WHEREAS, the Bozeman Zoning Commission recommended to the Bozeman City Commission that application No. 21076, the Buffalo Run Zone Map Amendment, be approved as requested by the applicant; and 641 Ordinance 2052, Blackwood Groves Zone Map Amendment Page 2 of 5 WHEREAS, after proper notice, the City Commission held its public hearing on April 20, 2021, to receive and review all written and oral testimony on the request for the zone map amendment; and WHEREAS, the City Commission has reviewed and considered the zone map amendment criteria established in Section 76-2-304, M.C.A., and found that the proposed zone map amendment would be in compliance with the criteria. NOW THEREFORE, BE IT ORDAINED BY THE CITY COMMISSION OF THE CITY OF BOZEMAN, MONTANA: Section 1 Legislative Findings The City Commission hereby makes the following findings in support of adoption of this Ordinance: 1. The City adopted a growth policy, the Bozeman Community Plan 2020, by Resolution 5133 to establish policies for development of the community including zoning; 2. The Bozeman Community Plan 2020, Chapter 5, sets forth the policies by which the City reviews and applies the criteria for amendment of zoning established in 76-3-304, MCA; 3. Zoning, including amendments to the zoning map, must be in accordance with an adopted growth policy; 4. A staff report analyzing the required criteria for a zone map amendment, including accordance to the Bozeman Community Plan 2020, has found that the required criteria are satisfied; 5. The two required public hearings were advertised as required in state law and municipal code and all persons have had opportunity to review the materials applicable to the application and provide comment prior to a decision; 6. The Bozeman Zoning Commission has been established as required in state law and conducted their required public hearing; and after consideration of application materials, staff analysis and report, and all submitted public comment recommended approval of the requested R-4 district. 7. The City Commission conducted a public hearing to provide all interested parties the opportunity to provide evidence and testimony regarding the proposed amendment prior to 642 Ordinance 2052, Blackwood Groves Zone Map Amendment Page 3 of 5 the City Commission acting on the application. 8. The City Commission considered the application materials, staff analysis and report, Zoning Commission recommendation,all submitted public comment, and all other relevant information. 9. The City Commission determines that, as set forth in the staff report and incorporating the staff findings as part of their decision, the required criteria for approval of the Buffalo Run Zone Map Amendment have been satisfied. Section 2 That the zoning district designation of the following-described property is hereby established as R-4, Residential High Density District: The property is described as: A description of land being the N ½ SW ¼ SW ¼ of Section 23, Township 2 South, Range 5 East, Principal Meridian, Gallatin County, Montana, more particularly described as follows: Beginning at the Southwest 1/16th corner of Section 23, Township 2 South, Range 5 East, Principal Meridian, also being the Northwest Corner of Meadow Creek Subdivision Phase 1, Plat J-453, the Point of Beginning; thence S0°01'33”W along the western boundary of Meadow Creek Subdivision Phase 1, Plat J-453, a distance of 665.57' to a found aluminum cap monument, being the Northeast corner of Deed 146 Film 3341; thence S89°52'06”W along the north line of Deed 146 Film 3341 through a 30 foot witness corner, aluminum cap monument a distance of 1330.04' to the West section line of Section 23, Township 2 South, Range 5 East, Principal Meridian, being the Northwest Corner of Deed 146 Film 3341; thence S89°52'06”W a distance of 30.00' to the West Right-of-Way line of the Fowler Lane County Road Easement; thence N0°05'46”W along said County Road Easement Right-of-Way a distance of 665.51'; thence N89°51'57”E a distance of 30.00' to the S 1/16th corner of Section 23 Township 2 South, Range 5 East, Principal Meridian, being the Southwest corner of COS 2074, DOC # 375838; thence N89°51'57”E along the south line of COS 2074, DOC # 375838, through a 30 foot witness corner, aluminum cap monument a distance of 1331.45' to the Point of Beginning. Area = 20.7 Acres. 643 Ordinance 2052, Blackwood Groves Zone Map Amendment Page 4 of 5 All as depicted on the BUFFALO RUN Zone Map Amendment Map. Section 3 Repealer. All provisions of the ordinances of the City of Bozeman in conflict with the provisions of this ordinance are, and the same are hereby, repealed and all other provisions of the ordinances of the City of Bozeman not in conflict with the provisions of this ordinance shall remain in full force and effect. Section 4 Savings Provision. This ordinance does not affect the rights and duties that matured, penalties that were incurred or proceedings that were begun before the effective date of this ordinance. All other provisions of the Bozeman Municipal Code not amended by this Ordinance shall remain in full force and effect. Section 5 Severability. That should any sentence, paragraph, subdivision, clause, phrase, or section of this ordinance be adjudged or held to be unconstitutional, illegal, or invalid, the same shall not affect the validity of this ordinance as a whole, or any part or provision thereof, other than the part so decided to be invalid, illegal, or unconstitutional, and shall not affect the validity of the Bozeman Municipal Code as a whole. Section 6 Codification. This Ordinance shall not be codified but shall be kept by the City Clerk and entered into a disposition list in numerical order with all other ordinances of the City and shall be organized in a category entitled “Zone Map Amendments.” Section 7 644 Ordinance 2052, Blackwood Groves Zone Map Amendment Page 5 of 5 Effective Date. This ordinance shall be in full force and effect thirty (30) days after final adoption. PROVISIONALLY ADOPTED by the City Commission of the City of Bozeman, Montana, on first reading at a regular session held on the 20th day of April, 2021. ____________________________________ CYNTHIA L. ANDRUS Mayor ATTEST: ____________________________________ MIKE MAAS City Clerk FINALLY PASSED, ADOPTED AND APPROVED by the City Commission of the City of Bozeman, Montana on second reading at a regular session thereof held on the ___ of ____________________, 2021. The effective date of this ordinance is __________, __, 2021. _________________________________ CYNTHIA L. ANDRUS Mayor ATTEST: _______________________________ MIKE MAAS City Clerk APPROVED AS TO FORM: _________________________________ GREG SULLIVAN City Attorney 645 N89°51'57"E 1331.45' S89°52'06"W 1330.04'S0°01'33"W 665.57'S89°52'06"W 30.00' N89°51'57"E 30.00'N0°05'46"W 665.51'S0°05'46"E 665.51'BRAWNE R D I A N E L . R E V TRUST D A T E D 0 7 / 2 3 / 1 4 C.O.S. 207 4 MEADOW C R E E K PARTNER S L L C MEADOW C R E E K SUBDIVIS I O N P H A S E 1 NEESE U R S U L A N12 S12 SW14 SW14 SECTION 2 3 T 2 S R 5 E KOUNTZ D A Y L E H . MARITAL T R U S T S12 SE14 SECTIO N 2 2 T2S R5E BRAWNE R D I A N E L . R E V TRUST DA T E D 0 7 / 2 3 / 1 4 C.O.S 186 1 N12 SW14 SW14 SECTION 23 T2S R5E GALLTIN COUNTY, MT 20.33 ACRES CHRISTE N S E N J O N C & ELIZAB E T H R S12 S12 SW14 SW14 SECTION 2 3 T 2 S R 5 E KOUNTZ D A Y L E H TRACT 1 SE14 SE14 SECTION 2 2 T 2 S R 5 E KOUNTZ D A Y L E H . MARITAL T R U S T N12 SE14 SECTIO N 2 2 T2S R5E KURK DRIVE (30' - ROW)SOUTH 30TH AVE. (60' - ROW)SOUTH 31TH AVE. (40' - ROW)FOWLER LANE (60' - ROW)DYH E8S E8S E8S E8S E8S E8S E8S E8S E8S E8S E8S E8S E8S E8S E8S E8S E8S E8S E8S E8S E8S E8S E8S E8S E8S E8S E8S E8S E8S E8S E8S E8S E8S E8S E8S E8S E8S E8S E8S E8S E8S E8S E8S E8S E8S E8S E8S E8S E8S E8S E8S E8S E8S E8S E8S E8S E8S E8S E8S E8S E8S E8SE8SE8SE8SE8SE8SE8SE8SE8SE8SE8SE8SE8SE8SE8SE8SE8SE8SE8SE8SE8SMEAH LANE (60' - ROW) BLACKWOOD RD (45' - ROW) 150 N ½ SW ¼ SW ¼ of Section 23, Township 2 South, Range 5 East, Principal Meridian, Gallatin County, Montana ANNEXATION AREA SUMMARY TOTAL ANNEXATION AREA:20.79 acres (905,625.40) Sq. Ft. R-3 ZONI N G 2021 BUFFALO RUN - 5400 FOWLER LANE ZONE MAP AMENDMENT PROPOSED ZONING: R-4 ZONING:20.79 acres (905,625.40) Sq. Ft.PROPOSEDZONING: R-4©COPYRIGHT MORRISON-MAIERLE, INC.,2021 PLOTTED DATE: Feb/24/2021 PLOTTED BY: matt e. ekstrom DRAWING NAME: N:\6475\002 - Topo and Boundary Survey\ACAD\Exhibits\6475002 ZONE MAP 022421.dwg 1/4 SEC.SECTION TOWNSHIP RANGE PROJ. #:SHEET OF PRINCIPAL MERIDIAN, MONTANA COUNTY, MONTANADATE: SCALE: CLIENT: FIELD WORK: DRAWN BY: CHECKED BY: engineers surveyors planners scientists MorrisonMaierle 315 N. 25th Street, Suite 102 Billings, MT 59101 Phone: 406.656.6000 Fax: 406.237.1201 11 GALLATIN 6475.002 1"=150 02/2021 MEE JW 5E 2S 23SW LEGAL DESCRIPTION POINT OF BEGINNING R-3 ZON I N G EXISTING 60 FOOT RIGHT OF WAY EASEMENT PER COUNTY ROAD BY PETITION NO. 17 EXISTING 60 FOOT RIGHT OF WAY EASEMENT PER PLAT J-453PROPOSEDZONING: R-4A description of land being the N ½ SW ¼ SW ¼ of Section 23, Township 2 South, Range 5 East, Principal Meridian, Gallatin County, Montana, more particularly described as follows: Beginning at the Southwest 1/16th corner of Section 23, Township 2 South, Range 5 East, Principal Meridian, also being the Northwest Corner of Meadow Creek Subdivision Phase 1, Plat J-453, the Point of Beginning; thence S0°01'33”W along the western boundary of Meadow Creek Subdivision Phase 1, Plat J-453, a distance of 665.57'to a found aluminum cap monument, being the Northeast corner of Deed 146 Film 3341; thence S89°52'06”W along the north line of Deed 146 Film 3341 through a 30 foot witness corner, aluminum cap monument a distance of 1330.04' to the West section line of Section 23, Township 2 South, Range 5 East, Principal Meridian, being the Northwest Corner of Deed 146 Film 3341; thence S89°52'06”W a distance of 30.00' to the West Right-of-Way line of the Fowler Lane County Road Easement; thence N0°05'46”W along said County Road Easement Right-of-Way a distance of 665.51'; thence N89°51'57”E a distance of 30.00' to the S 1/16th corner of Section 23 Township 2 South, Range 5 East, Principal Meridian, being the Southwest corner of COS 2074, DOC # 375838; thence N89°51'57”E along the south line of COS 2074, DOC # 375838, through a 30 foot witness corner, aluminum cap monument a distance of 1331.45' to the Point of Beginning. The area of the above described parcel of land is 20.79 acres, more or less. GALLAT I N C O U N T Y / BOZEMA N A R E A : A S GALLAT I N C O U N T Y / BOZEMA N A R E A : A S GALLAT I N C O U N T Y / BOZEMA N A R E A : A S GALLAT I N C O U N T Y / BOZEMA N A R E A : A S GALLATI N C O U N T Y / BOZEMA N A R E A : A S GALLAT I N C O U N T Y / BOZEMA N A R E A : A S GALLAT I N C O U N T Y / BOZEMA N A R E A : A S BOZEMA N COMMU N I T Y P L A N URBAN NEIGHB O R H O O D BOZEMA N COMMU N I T Y P L A N URBAN NEIGHBO R H O O D BOZEMA N COMMU N I T Y P L A N URBAN NEIGHBO R H O O D BOZEMA N COMMUN I T Y P L A N URBAN NEIGHBO R H O O D BOZEMA N COMMU N I T Y P L A N URBAN NEIGHB O R H O O D BOZEMA N COMMU N I T Y P L A N URBAN NEIGHBO R H O O D BOZEMA N COMMU N I T Y P L A N URBAN NEIGHBO R H O O D BOZEMA N COMMU N I T Y P L A N URBAN NEIGHB O R H O O D 646 Engineering Memorandum DATE: March 16, 2020 TO: Lance Lehigh, PE – Development Review Manager FROM: Taylor Lonsdale, PE – Transportation Engineer SUBJECT: Buffalo Run Development – Kurk Drive volumes This memo summarizes guidance regarding acceptable traffic volumes for Kurk Drive, a local street. Kurk Drive is a classified as a local street and is 33’-0” from back of curb to back of curb with parking lanes on both sides. The estimated background traffic in 2025 from existing development is 620 vpd on Kurk Drive west of S. 27th Avenue. S. 27th Avenue is classified as a collector street. However, it is not currently constructed to a collector standard between Kurk Drive and Graf Street. Currently only the eastern half of S. 27th Avenue in this area has been constructed. The current configuration is approximately 26’-0” back of curb to back of curb and is limited to two 11 foot travel lanes. This is narrower than a standard local street and S. 27th does not have bike lanes to support bicycle transportation. The 2017 Bozeman Transportation Master Plan provides the following description of local roads. Local: The local street network comprises all facilities not included in the higher systems. The primary purpose of local streets is to permit direct access to abutting lands and connections to higher systems. Usually service to through- traffic movements is intentionally discouraged either through low speed limits or other traffic calming measures. The Federal Highway Administration’s (FHWA) 2013 Highway Functional Classification: Concepts, Criteria and Procedures provides guidelines that include a range of Average Annual Daily Traffic (AADT) for each functional classification. Table 3-6 (pg. 23) identifies 80-700 vehicles per day (vpd) for Local roads and 1,100 to 6,300 vpd for Collector roads. In February of 2014, the Bozeman City Commission passed Resolution 4507 establishing goals and policies for local street reconstruction projects. This resolution included the below table identifying vehicle volumes associated with different functional classifications. 647 Street Classification Average Daily Traffic (vehicles per day) Local Up to 800 Minor Collector 800-1500 Major Collector 1500-4500 Arterial Over 4500 Several recent, large road construction projects created situations where higher than normal traffic volumes were experienced on local streets due to detour traffic. The City received numerous complaints from residents on these streets, including N. Yellowstone Avenue and N. Church Avenue. In June of 2020, data collected on N. Yellowstone Avenue indicated an average weekday volume of 1,520 vpd. Similarly data collected on N. Church Avenue indicated an average weekday volume of 1,506 vpd. Context and configuration of a road are critical consideration in the development of the road network. Local streets most often have highly utilized on-street parking as well as frequent driveway access. A typical local street should not generally carry more than approximately 800 vpd unless the arterial and collector network surrounding the local street have been fully constructed. Kurk Drive, while a local street, has limited driveway access and currently appears to have limited on-street parking utilization. Under this context, Kurk Drive could support slightly higher vehicle volumes. It is recommended that Kurk Drive could carry up to 1,100 vpd of combined existing and proposed development traffic at the design year. Beyond this number, additional upgrades to the streets system will be required to provide streets with the appropriate functional classification to serve development densities proposed by the Buffalo Run Development. The fundamental challenge with the proposed buildout condition of the Buffalo Run Development is that the surrounding collector and arterial street infrastructure has not yet been constructed. Additional development of the arterial and collector street network in the vicinity of the Buffalo Run Development is necessary to support the development buildout condition. 648